Signed_Drawings.pdf
PDF 15 MB Posted
- Attached to
- Forest Lodge Wastewater Treatment Federal contract opportunity
- Solicitation number
- 12569R18B0003
About this file
Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Forest_Lodge_ww_Section_B-RJS_4-6-2018_REVISED_7-16-2018.doc.pdf | ||
| SF_30_Amend_002.pdf | ||
| Forest_Lodge_100__ww_design_amended_7-17-2018_CAD_RJS_4-6-2018.pdf | ||
| Amenment_002_Questions.pdf | ||
| Pre_bid_meeting_notes.pdf | ||
| SF_30_Amend_001.pdf | ||
| Wage_Determination.pdf | ||
| Specifications.pdf | ||
| Solicitation.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
EASTERN REGION
VICINITY MAP AND TRAVEL DIRECTIONS:
US Department of Agriculture Forest Service
FOREST LODGE
Chequamegon Nicolet National Forest
Great Divide Ranger District
SHEET SHEET TITLE
PROJECT
LOCATION
Region Nine
C-1 PROPOSED SITE PLAN
C-2 COW PALACE LS & PIPING PLAN
C-3 COW PALACE LIFT STATION
C-4 COW PALACE TO LIFT STATION PROFILE PG 1
C-5 COW PALACE TO LIFT STATION PROFILE PG 2
C-6 GATEHOUSE SEPTIC LAYOUT
C-7 LODGE LS & PIPE PLAN
C-8 MAIN LODGE TO LODGE LS PROFILE
C-9 MAIN LODGE TRUNK LINE & GUEST HOUSE - LS PROFILE
C-10 MAIDS CABIN TO LODGE LS PROFILE
C-11 LODGE LIFT STATION DETIALS
C-12 LODGE LS TO MAIN LS PIPE PLAN
C-13 LODGE LS TO MAIN LS PROFILE PG 1
C-14 LODGE LS TO MAIN LS PROFILE PG 2
C-15 MAIN LS TO DRAIN FIELD PIPE PLAN
C-16 MAIN LIFT STATION DETAILS
C-17 MAIN LS TO DRAIN FIELD PROFILE PG 1
C-18 MAIN LS TO DRAIN FIELD PROFILE PG 2
C-19 MAIN LS TO DRAIN FIELD PROFILE PG 3
C-20 MAIN LS TO DRAIN FIELD PROFILE PG 4
C-21 DRAIN FIELD CLEARING LIMITS
C-22 DRAIN FIELD PIPING
D-1 DETAILS SHEET 1
D-2 DETAILS SHEET 2
A-1 COW PALACE INTERIOR SEWER PIPING
WASTEWATER IMPROVEMENTS
Bayfield County, Wisconsin
PROJECT LOCATION
CABLE, WI
FROM THE GREAT DIVIDE RANGER DISTRICT OFFICE, TRAVEL
NORTHWEST ON STATE HIGHWAY 13 N TOWARD KEMPF ROAD FOR
1.9 MILES. TURN LEFT ONTO WI-77 WEST FOR 13.8 MILES. TURN
RIGHT ONTO COUNTY HIGHWAY M FOR 9.0 MILES. TURN RIGHT
ONTO COUNTY HIGHWAY D FOR 115 FEET. TURN LEFT ONTO
GARMISCH ROAD FOR 1.6 MILES TO REACH FOREST LODGE AT 22230
GARMISCH ROAD, CABLE, WI 54821. LATITUDE NORTH 46.20111 AND
LONGITUDE WEST 91.10805.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text miles
AutoCAD SHX Text Juan Rios, R9 Facilities Program Manager
AutoCAD SHX Text Paul Strong, Forest Supervisor
AutoCAD SHX Text
NICOLET
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text M
AutoCAD SHX Text
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text K
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text Ironwood
AutoCAD SHX Text
WHITE MOUNTAIN
AutoCAD SHX Text
GREEN MOUNTAIN
AutoCAD SHX Text
WAYNE
AutoCAD SHX Text
MONONGAHELA
AutoCAD SHX Text
ALLEGHENY
AutoCAD SHX Text
MANISTEE
AutoCAD SHX Text
HURON
AutoCAD SHX Text
HIAWATHA
AutoCAD SHX Text
OTTAWA
AutoCAD SHX Text
CHEQUAMEGON
AutoCAD SHX Text
SUPERIOR
AutoCAD SHX Text
CHIPPEWA
AutoCAD SHX Text
HOOSIER
AutoCAD SHX Text
SHAWNEE
AutoCAD SHX Text
MARK TWAIN
AutoCAD SHX Text
FINGER LAKES
AutoCAD SHX Text
MILWAUKEE
AutoCAD SHX Text Washington D.C.
AutoCAD SHX Text Laconia
AutoCAD SHX Text Rutland
AutoCAD SHX Text
LONG ISLAND
AutoCAD SHX Text Dover
AutoCAD SHX Text Annapolis
AutoCAD SHX Text Baltimore
AutoCAD SHX Text St. Louis
AutoCAD SHX Text Escanaba
AutoCAD SHX Text Warren
AutoCAD SHX Text Elkins
AutoCAD SHX Text Bedford
AutoCAD SHX Text Harrisburg
AutoCAD SHX Text Rolla
AutoCAD SHX Text Cadillac
AutoCAD SHX Text Rhinelander
AutoCAD SHX Text Park Falls
AutoCAD SHX Text Duluth
AutoCAD SHX Text Cass Lake
AutoCAD SHX Text Charleston
AutoCAD SHX Text Cleveland
AutoCAD SHX Text Pittsburgh
AutoCAD SHX Text Harrisburg
AutoCAD SHX Text Philadelphia
AutoCAD SHX Text Trenton
AutoCAD SHX Text Hartford
AutoCAD SHX Text Providence
AutoCAD SHX Text Boston
AutoCAD SHX Text Portland
AutoCAD SHX Text Augusta
AutoCAD SHX Text Concord
AutoCAD SHX Text Montpelier
AutoCAD SHX Text Albany
AutoCAD SHX Text Buffalo
AutoCAD SHX Text Detroit
AutoCAD SHX Text Lansing
AutoCAD SHX Text Toledo
AutoCAD SHX Text Columbus
AutoCAD SHX Text Cincinnati
AutoCAD SHX Text Indianapolis
AutoCAD SHX Text Springfield
AutoCAD SHX Text Chicago
AutoCAD SHX Text Minneapolis
AutoCAD SHX Text St. Paul
AutoCAD SHX Text Madison
AutoCAD SHX Text Des Moines
AutoCAD SHX Text Kansas City
AutoCAD SHX Text Jefferson City
AutoCAD SHX Text
LAKE ONTARIO
AutoCAD SHX Text
LAKE ERIE
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text K
AutoCAD SHX Text E
AutoCAD SHX Text H
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text K
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text K
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text
NEW JERSEY
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text
VIRGINIA
AutoCAD SHX Text
HAMPSHIRE
AutoCAD SHX Text
NEW
AutoCAD SHX Text
MARYLAND
AutoCAD SHX Text
DELAWARE
AutoCAD SHX Text
RI
AutoCAD SHX Text
CONNECTICUT
AutoCAD SHX Text
MASSACHUSETTS
AutoCAD SHX Text
VERMONT
AutoCAD SHX Text
MAINE
AutoCAD SHX Text
NEW YORK
AutoCAD SHX Text
PENNSYLVANIA
AutoCAD SHX Text
WEST
AutoCAD SHX Text
OHIO
AutoCAD SHX Text
INDIANA
AutoCAD SHX Text
ILLINOIS
AutoCAD SHX Text
WISCONSIN
AutoCAD SHX Text
MINNESOTA
AutoCAD SHX Text
IOWA
AutoCAD SHX Text
MISSOURI
AutoCAD SHX Text Mark Beuning, PE, Forest Engineer
AutoCAD SHX Text Date
AutoCAD SHX Text Date
AutoCAD SHX Text Date
AutoCAD SHX Text Josiah Kim, Director of Engineering
AutoCAD SHX Text Approved:
AutoCAD SHX Text Date
AutoCAD SHX Text Date
AutoCAD SHX Text Recommended:
AutoCAD SHX Text Mike Martin, District Ranger
1441.493
XYZ
WS
1396.32
CP
1438.58
CP
1436.20
CP
1439.63
CP
1425.66
CP
1422.71
CP
1430.03
CP
1411.73
CP
10160
1400.02
1391.957
ROCK
1392.793
ROCK
1392.911
ROCK
1392.824
ROCK
1392.359
ROCK
1392.466
ROCK
1393.339
ROCK
1393.375
ROCK
1391.022
TIMBER
1392.107
TIMBER
1393.091
ROCK
1392.030
ROCK
1392.592
ROCK
1392.920
ROCK
1393.320
ROCK
1393.343
ROCK
1394.104
ROCK
1391.779
ROCK
1392.491
ROCK
1392.626
ROCK
1392.620
ROCK
1393.788
ROCK
1393.919
ROCK
1391.686
ROCK
1392.296
ROCK
1392.630
ROCK
1392.844
ROCK
1393.481
ROCK
1394.112
ROCK
1393.995
ROCK
1391.692
ROCK
1391.701
ROCK
1393.747
ROCK
1390.958
ROCK
1392.962
ROCK
1394.151
ROCK
1391.647
ROCK
1391.964
ROCK
1392.667
ROCK
1393.224
ROCK
1393.851
ROCK
1396.103
WAT-EDG
1396.125
WAT-EDG
1395.718
WAT-EDG
1395.894
WAT-EDG
XYZ
1394.04
XYZ
1393.81
XYZ
1393.32
XYZ
1392.88
XYZ
1392.90
XYZ
1392.13
1397.389
LDECK
1397.225
LDECK
1396.822
LDECK
1397.142
LDECK
1397.619
LDECK
1397.396
LDECK
1396.867
LDECK
1397.064
LDECK
1397.023
LDECK
1397.141
LDECK
1397.541
LDECK
1397.599
LDECK
1397.514
LDECK
1397.288
LDECK
1397.296
LDECK
1397.262
LDECK
1392.884
ROCK
1392.838
ROCK
1393.622
ROCK
1393.939
ROCK
1393.623
ROCK
XYZ
1393.68
XYZ
1393.26
XYZ
1393.48
XYZ
1393.41
XYZ
1392.76
XYZ
1392.73
XYZ
1392.99
XYZ
1392.92
XYZ
1392.98
XYZ
1393.09
XYZ
1392.97
XYZ
1393.07
XYZ
1392.95
XYZ
1394.34
XYZ
1394.29
XYZ
1394.47
XYZ
1394.28
XYZ
1394.37
XYZ
1394.55
XYZ
1394.58
XYZ
1394.72
1395.952
WAT-EDG
1395.882
WAT-EDG
1395.845
WAT-EDG
1395.913
WAT-EDG
1395.815
WAT-EDG
1395.961
WAT-EDG
1396.002
WAT-EDG
1396.050
WAT-EDG
TOE-BANK
1397.03
TOE-BANK
1397.07
TOE-BANK
1396.97
TOE-BANK
1396.94
TOE-BANK
1396.84
TOE-BANK
1396.76
TOE-BANK
1396.62
TOE-BANK
1396.25
TOE-BANK
1396.27
CHK
1398.98
CHK
1400.02
CP
1397.07
CP
1439.40
PUMP & REMOVE SEPTIC TANK, LIFT
STATION, PUMP, CONTROL PANEL,
REMOVE ELECTRICAL BACK TO BUILDING
& REMOVE ALL ABOVE GROUND
VENTS/INSPECTION PORTS AFTER NEW
SEPTIC SYSTEM IS COMPLETED
NEW COW PALACE
SEPTIC/PUMP TANK - SEE
SHEET C-3 FOR DETAILS
REMOVE 1000 GALLON UG FUEL
OIL TANK & PIPING TO BLDG PRIOR
TO ANY NEW SEPTIC WORK
UNUSED POTABLE WATER
WELL TO BE PROPERLY
ABANDONED PRIOR TO ANY
NEW SEPTIC WORK - SEE
SPECIFICATIONS FOR DETAILS
S
T
A
R
F
R
O
M
F
A
C
E
L
PUMP & REMOVE SEPTIC TANKS,
DRY WELLS & ALL
VENT/INSPECTION PORTS. PIPES
& REMOVE ANY EXISTING SEWER
LINES WITHIN 3' EACH SIDE OF
NEW SEWER LINES.
PUMP & REMOVE SEPTIC
TANK, DRY WELL & ALL
VENTS/INSPECTION PORTS
AFTER NEW SEPTIC SYSTEM
IS COMPLETED.
PUMP & REMOVE SEPTIC TANK, LIFT
STATION, PUMP, CONTROL PANEL,
REMOVE ELECTRICAL BACK TO BUILDING
& REMOVE ALL ABOVE GROUND
VENTS/INSPECTION PORTS AFTER NEW
SEPTIC SYSTEM IS COMPLETED.
INSTALL 175' +/- NEW INSULATED 2" HDPE
FORCEMAIN, RHINOFLEX OR APPROVED
EQUAL FROM INSIDE COW PALACE LIFT
STATION TO STATION 1+70. FUSE TO
NEW 2" UNINUSLATED HDPE PIPE
INSTALL 302'+/- NEW UNINSULATED
2" HDPE PIPE FROM CONNECTION
TO NEW INSULATED HDPE AT
STATION 1+70 TO MAIN LIFT
STATION AT STATION 4+72
INSTALL NEW MAIN
LIFT STATION - SEE
SHEET C-16
INSTALL 10' OF NEW 4" SCH
40 PVC TO NEW 3000 GAL
SEPTIC TANK & 72' OF NEW
4" SCH 80 PVC FROM
SEPTIC TANK TO MAIN LIFT
STATION- SEE SHEET C-6
INSTALL 187' +/- NEW 4"
SDR11 HDPE GRAVITY
SEWER LINE
A
A
INSTALL 400' +/- NEW INSULATED 2" HDPE
FORCEMAIN, RHINOFLEX OR APPROVED
EQUAL FROM LODGE LIFT STATION TO
MAIN LIFT STATION
INSTALL 28' & 148' +/- NEW SCH
40 PVC GRAVITY SEWER LINES
PUMP & REMOVE SEPTIC TANK,
DRY WELL & ALL VENT PIPES.
NEW LODGE SEPTIC TANK
AND LIFT STATION - SEE
SHEET C-11 FOR DETAILS
INSTALL 94' +/- NEW 4" SCH 40
PVC GRAVITY SEWER LINE
INSTALL 4 EACH NEW
UNINSULATED 4" SDR-11 HDPE
PIPES FROM MAIN LIFT STATION
TO DRAIN FIELDS. SEE DETAIL
SHEET FOR TRENCH SPECIFICS.
D
R
A
I N
E
D
D
R
A
E
D
R
A
I
N
F
I
E
D
R
A
I
N
F
I
E
INSTALL 4 EACH
NEW CHAMBER
DRAIN FIELDS -
NOTE THIS AREA IS
HEAVILY WOODED
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
Designer
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Sheet No.
Drawing No.
Date
Project Name
No.
Revision/Issue
General Notes
Sheet of
1" = 50'
8-21-2018
RUSS SUTTON
C-1
PROPOSED SITE PLAN
RUSS SUTTON, PE
IMPROVEMENTS
FOREST LODGE WASTEWATER
EASTERN REGION
R-9
SCOPE OF WORK:
THIS PROJECT CONSISTS OF INSTALLING A NEW WASTEWATER
SYSTEM AT FOREST LODGE. WORK INCLUDES, BUT IS NOT LIMITED
TO MOBILIZATION, SUBMITTALS AND AS-BUILT DRAWINGS, SITE
RESTORATION, SYSTEM TESTING, INSTALLING GRAVITY AND FORCE
MAIN SEWER LINES, INSTALLING NEW LIFT STATIONS WITH PUMPS
AND CONTROL PANELS, NEW SEPTIC AND PUMP TANKS, NEW
ELECTRICAL SERVICES, A NEW PRESSURE DRAIN FIELD SYSTEM,
TREE REMOVAL, ABANDONMENT OF WASTEWATER COMPONENTS
INCLUDING BUT NOT LIMITED TO EXISTING LIFT STATION, SEPTIC
TANKS, MANHOLES, CONTROL PANELS, VENT PIPES & DRY WELLS.
GENERAL NOTES:
1) WORK AT THE SITE SHALL BE CONDUCTED BETWEEN 8:00 AM
AND 6:00 PM, MONDAY THROUGH FRIDAY. NO ON SITE WORK
SHALL BE PERFORMED ON GOVERNMENT HOLIDAYS. EXCEPTIONS
TO THESE HOURS OF OPERATION WILL BE ALLOWED ONLY BY
WRITTEN AUTHORIZATION BY THE GOVERNMENT.
2) THE CONTRACTOR SHALL REMOVE ALL DEBRIS, AND ITEMS
DESIGNATED TO BE REMOVED, FROM THE SITE AND DISPOSE OF
OR RECYCLE IN ACCORDANCE WITH LOCAL REGULATIONS.
3) THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. NO
SEPTIC SYSTEM PERMIT IS REQUIRED.
4) THE CONTRACTOR SHALL CALL THE DIGGERS HOTLINE ONE CALL
SYSTEM AT 811 OR 1-800-242-8511 AT LEAST 3 WORKING DAYS
PRIOR TO EARTH DISTURBANCE.
5) THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY
REQUIREMENTS AS OUTLINED BY FSH-6709.11, U.S. DEPARTMENT
OF AGRICULTURE - FOREST SERVICE HEALTH AND SAFETY CODE
HANDBOOK AS WELL AS APPLICABLE OSHA REGULATIONS.
6) ALL WORK INSIDE CONFINED SPACES SHALL BE ACCOMPLISHED
BY PERSONS WHO ARE CURRENTLY CONFINED SPACE CERTIFIED
AND WILL FOLLOW ALL OSHA 29 CRF1910 REGULATIONS. COPIES
OF ALL PERMITS, AIR QUALITY CHECKS, ETC. WILL BE PROVIDED
TO THE COR PRIOR TO EACH PROGRESS PAYMENT AND FINAL
PAYMENT.
7) THE CONTRACTOR SHALL BE A LICENSED SEPTIC INSTALLER IN
THE STATE OF WISCONSIN. DETAILS, INDUSTRY STANDARDS,
INCIDENTALS, ETC. OBVIOUSLY NEEDED TO PROVIDE A TURN-KEY
SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR EVEN IF NOT
SHOWN IN THE DRAWINGS/SPECIFICATIONS.
AutoCAD SHX Text
LP TANK
AutoCAD SHX Text
CLOTHESLINE
AutoCAD SHX Text
GREENHSE.
AutoCAD SHX Text
SHED
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
HSE.
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
DECK
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
PD
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
GARBAGE
AutoCAD SHX Text
ENCL.
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
PD
AutoCAD SHX Text
STONE PILLAR
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
GUEST HOUSE
AutoCAD SHX Text
MAIN LODGE
AutoCAD SHX Text
DECK
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
ICEHSE.
AutoCAD SHX Text
LP TANK
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
COW PALACE
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
STONE PILLAR
AutoCAD SHX Text
STONE
AutoCAD SHX Text
PILLARS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
LP TANK
AutoCAD SHX Text
STONE FENCE
AutoCAD SHX Text
STONE PILLAR
AutoCAD SHX Text
12" BIRCH
AutoCAD SHX Text
TWIN 12" BIRCH
AutoCAD SHX Text
48" W. PINE
AutoCAD SHX Text
STUMP (TALL)
AutoCAD SHX Text
40" W. PINE
AutoCAD SHX Text
30" W. PINE
AutoCAD SHX Text
30" W. PINE
AutoCAD SHX Text
30" W. PINE
AutoCAD SHX Text
36" W. PINE
AutoCAD SHX Text
30" W. PINE
AutoCAD SHX Text
18" W. PINE
AutoCAD SHX Text
36" W. PINE
AutoCAD SHX Text
2-18" W. PINES
AutoCAD SHX Text
24" BIRCH
AutoCAD SHX Text
36" W. PINE
AutoCAD SHX Text
36" W. PINE
AutoCAD SHX Text 18"
AutoCAD SHX Text
W. PINE
AutoCAD SHX Text
30" W. PINE
AutoCAD SHX Text
12" W. PINE
AutoCAD SHX Text
12" W. PINE
AutoCAD SHX Text
6" W. PINE
AutoCAD SHX Text
STEPS
AutoCAD SHX Text 36"
AutoCAD SHX Text 3"
AutoCAD SHX Text 15"
AutoCAD SHX Text 18"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 14"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 14"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4"
AutoCAD SHX Text 12"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 24"
AutoCAD SHX Text 10"
AutoCAD SHX Text 18"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 24"
AutoCAD SHX Text 15"
AutoCAD SHX Text 20"
AutoCAD SHX Text 10"
AutoCAD SHX Text 5"
AutoCAD SHX Text 30"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
WOODED
AutoCAD SHX Text
BOAT
AutoCAD SHX Text
HSE.
AutoCAD SHX Text
LAKE NAMEKAGON
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WOODED
AutoCAD SHX Text
WOODED
AutoCAD SHX Text
WOODED
AutoCAD SHX Text
WOODED
AutoCAD SHX Text
WOODED
AutoCAD SHX Text
WOVEN WIRE
AutoCAD SHX Text
4' HIGH
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
TR
AutoCAD SHX Text
CHAIN LINK
AutoCAD SHX Text
STONE
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
REFUSE BURN
AutoCAD SHX Text
STOVE
AutoCAD SHX Text
FUEL
AutoCAD SHX Text
TANK
AutoCAD SHX Text
PLAY
AutoCAD SHX Text
HSE.
AutoCAD SHX Text
STONE CURB
AutoCAD SHX Text
STONE CURB
AutoCAD SHX Text
WL
AutoCAD SHX Text
WATER
AutoCAD SHX Text
TROUGH
AutoCAD SHX Text
HITCHING
AutoCAD SHX Text
POST
AutoCAD SHX Text
BOWLING
AutoCAD SHX Text
GREEN
AutoCAD SHX Text
POND
AutoCAD SHX Text
POND
AutoCAD SHX Text
POND
AutoCAD SHX Text
HEDGE
AutoCAD SHX Text
STONE
AutoCAD SHX Text
PLAQUE
AutoCAD SHX Text
STL. PIPE
AutoCAD SHX Text 12"
AutoCAD SHX Text 36"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 15'
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 36"
AutoCAD SHX Text
8" TIMBER
AutoCAD SHX Text
FLOWER BED
AutoCAD SHX Text
FFE 1405.6
AutoCAD SHX Text
FFE 1434.4
AutoCAD SHX Text
FFE 1435.7
AutoCAD SHX Text
FFE 1436.2
AutoCAD SHX Text
FFE
AutoCAD SHX Text 1397.8
AutoCAD SHX Text
FFE 1436.4
AutoCAD SHX Text
FFE 1426.3
AutoCAD SHX Text
FFE 1438.4
AutoCAD SHX Text
FFE 1426.0
AutoCAD SHX Text
ELEV. 1396.5
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
NOTE: PAVED WALKS ARE
AutoCAD SHX Text
GENERALLY FLAGSTONE
AutoCAD SHX Text
& CONCRETE
AutoCAD SHX Text
TENNIS
AutoCAD SHX Text
COURT
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
STONE
AutoCAD SHX Text
WALL
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SV
AutoCAD SHX Text
DRAINFIELD
AutoCAD SHX Text
DRAINFIELD
AutoCAD SHX Text
ABANDONED
AutoCAD SHX Text
SEPTIC
AutoCAD SHX Text
TANK
AutoCAD SHX Text
PET
AutoCAD SHX Text
GRAVE
AutoCAD SHX Text
STONE
AutoCAD SHX Text
STORM SHELTER/
AutoCAD SHX Text
ROOT CELLAR
AutoCAD SHX Text
MAIDS'
AutoCAD SHX Text
CABIN
AutoCAD SHX Text
STONE
AutoCAD SHX Text
MULCH
AutoCAD SHX Text
AREA
AutoCAD SHX Text
TENNIS
AutoCAD SHX Text
HSE.
AutoCAD SHX Text
STONE RETAINING WALLS
AutoCAD SHX Text
LAKEWATER
AutoCAD SHX Text
PUMP
AutoCAD SHX Text
HSE.
AutoCAD SHX Text
STONEHSE.
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
BLDG.
AutoCAD SHX Text
FFE
AutoCAD SHX Text 1425.3
AutoCAD SHX Text
STEAMER
AutoCAD SHX Text
FIRE ENGINE
AutoCAD SHX Text
SHED
AutoCAD SHX Text
FLOWER GARDEN
AutoCAD SHX Text
LOWER
AutoCAD SHX Text
GARDEN
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
STREAM
AutoCAD SHX Text
LAKE IRRIGATION
AutoCAD SHX Text
WATER INTAKE
AutoCAD SHX Text w/SCREEN
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
ABANDONED
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
DRY WELL
AutoCAD SHX Text
SAN
AutoCAD SHX Text
MAIN WELL
AutoCAD SHX Text w/ PRESSURE
AutoCAD SHX Text
TANK IN
AutoCAD SHX Text
CONC. VAULT
AutoCAD SHX Text
WEST POINT
AutoCAD SHX Text
FIREPIT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BASEMENT FFE 1428.34
AutoCAD SHX Text
BASEMENT FFE 1427.76
AutoCAD SHX Text
BASEMENT FFE 1425.91
AutoCAD SHX Text
BASEMENT FFE 1420.01
AutoCAD SHX Text
BEARINGS ARE REFERENCED TO
AutoCAD SHX Text
THE WISCONSIN COUNTY COORDINATE
AutoCAD SHX Text
SYSTEM (BAYFIELD COUNTY)
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
CP
1439.63
CP
1425.66
CP
1411.73
NEW COW PALACE
SEPTIC/PUMP TANK -
SEE SHEETS C-3 AND
A-1 FOR DETAILS
REMOVE 1000 GALLON UG FUEL
OIL TANK & PIPING TO BLDG PRIOR
TO ANY NEW SEPTIC WORK
A
R
F
R
INSTALL 175' +/- NEW INSULATED 2" HDPE
FORCEMAIN, RHINOFLEX OR APPROVED
EQUAL FROM INSIDE COW PALACE LIFT
STATION TO STATION 1+70. FUSE TO
NEW 2" UNINUSLATED HDPE PIPE
INSTALL 302'+/- NEW UNINSULATED
2" HDPE PIPE FROM CONNECTION
TO NEW INSULATED HDPE AT
STATION 1+70 TO MAIN LIFT
STATION AT STATION 4+72
PLACE 4" RIGID STYROFOAM
OVERTOP & DOWN PIPE
TRENCH SIDES FROM FACE
TO FACE OF STONE CURB -
SEE DETAIL SHEET
INSTALL NEW MAIN
LIFT STATION - SEE
SHEET C-16
PLACE 4" RIGID STYROFOAM
OVERTOP & DOWN PIPE TRENCH
SIDES FROM STA 1+20 TO STA
1+60 - SEE DETAIL SHEET
PLACE 4" RIGID STYROFOAM
OVERTOP & DOWN PIPE TRENCH
SIDES FROM STA 0+10 TO STA
0+60 - SEE DETAIL SHEET
UNUSED POTABLE WATER WELL TO
BE PROPERLY ABANDONED PRIOR
TO ANY NEW SEPTIC WORK - SEE
SPECIFICATIONS FOR DETAILS
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
Designer
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Sheet No.
Drawing No.
Date
Project Name
No.
Revision/Issue
General Notes
Sheet of
1" = 20'
3-5-2018
RUSS SUTTON
C-2
COW PALACE LS & PIPE PLAN
RUSS SUTTON, PE
IMPROVEMENTS
FOREST LODGE WASTEWATER
EASTERN REGION
R-9
1) CONTRACTOR IS ENCOURAGED TO USE
DIRECTIONAL BORING METHODS WHERE
POSSIBLE. ROAD SIDE AREA IS HEAVILY
WOODED.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
GARBAGE
AutoCAD SHX Text
ENCL.
AutoCAD SHX Text
SV
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
PD
AutoCAD SHX Text
STONE PILLAR
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
GUEST HOUSE
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
COW PALACE
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
STONE PILLAR
AutoCAD SHX Text
STONE
AutoCAD SHX Text
PILLARS
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 14"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 14"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 3"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WOODED
AutoCAD SHX Text
REFUSE BURN
AutoCAD SHX Text
STOVE
AutoCAD SHX Text
STONE CURB
AutoCAD SHX Text
STONE CURB
AutoCAD SHX Text
WL
AutoCAD SHX Text
WATER
AutoCAD SHX Text
TROUGH
AutoCAD SHX Text
POND
AutoCAD SHX Text
POND
AutoCAD SHX Text
POND
AutoCAD SHX Text 36"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text
FFE 1405.6
AutoCAD SHX Text
FFE 1435.7
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
DRAINFIELD
AutoCAD SHX Text
STONE RETAINING WALLS
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
STREAM
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
MAIN WELL
AutoCAD SHX Text w/ PRESSURE
AutoCAD SHX Text
TANK IN
AutoCAD SHX Text
CONC. VAULT
AutoCAD SHX Text
BASEMENT FFE 1427.76
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
COW PALACE FFE = 1405.6
LIQUID LEVEL
BASE OF TANK 1394
TOP OF TANK 1401.79
FINISHED GRADE 1405.0
SLOPE -3%
22" ABOVE FLOOR - PUMPS OFF
31" ABOVE FLOOR - LEAD PUMP ON
37" ABOVE FLOOR - LAG PUMP ON
43" ABOVE FLOOR - ALARM ON
COW PALACE 4300 GAL SEPTIC/1800 GAL PUMP TANK SECTION
INLET INVERTS = 1400.67
OUTLET FOR EFFLUENT FILTER 2" (0.17') BELOW INLET INVERTS
OUTLET INVERTS FOR PUMPS = 1399.75
33'-0"
5'
MINIMUM SLOPE -3%
CONTROL PANEL MOUNTED ON 2
EACH TREATED 6X6 WITH SEPARATE
JUNCTION BOX MOUNTED BELOW
PANEL. NO WIRE JUNCTIONS
ALLOWED IN THE LIFT STATION
5'
1'-9"
19'-2"
2" BALL VALVES, UNIONS, ELBOWS & FITTINGS AND 1/4" DRAIN VALVE ASSEMBLY
2" SCH 80 PVC PIPE
12'-8"
59" ABOVE FLOOR 2" FORCE MAIN INVERT. CONNECT 2" PVC TO 2" INSULATED
HDPE INSIDE LIFT STATION WITH PROPER TRANSITION FITTING.
FINISHED GRADE SHALL BE 6" BELOW ALL
LIDS. FILL OVER TANK SHALL BE 3' MIN.
6" TYP ALL BAFFELS
CENTER
EFFLUENT
FILTER IN
RISER - SEE
SPECS FOR
SPECIFICS
EXTEND BAFFLES
12" BELOW LIQUID
LEVEL & 8" ABOVE
LIQUID LEVEL TYP
ALL BAFFLES
INSTALL VENT -
SEE DETAIL SHEET
2 EACH MYERS ME50 DOUBLE SEAL 2" PUMPS 40 GPM AT 42' HEAD
2'
MYERS SRA-200-CV RAIL SYSTEM WITH
" SCH 40 STAINLESS STEEL
PIPE GUIDES & INTERMEDIATE SUPPORTS (NOT SHOWN FOR CLARITY)
PLACED AT RAIL MIDPOINTS
INSTALL 4" CLEAN OUT 3'+ FROM
BLDG WALL EXTENDED AT LEAST 3"
ABOVE GRADE
2 EACH 2"Ø SCH 40 PVC CONDUITS
TO NEW CONTROL PANEL. ALL
FLOATS TO BE IN 1 CONDUIT & ALL
PUMP CORDS IN THE OTHER. SEAL
END OF PIPE IN THE LIFT STATION
USING ELECTRICAL DUCT SEAL TO
PREVENT AIR & MOISTURE FROM
ENTERING CONDUIT. CONDUIT TO BE
BURIED MIN 18" & HAVE ELECTRICAL
CAUTION TAPE INSTALLED 6" ABOVE
CONDUIT. POWER FROM CONTROL
PANEL TO THE BLDG SHALL BE FIELD
DETERMINED AND SHALL BE
INSTALLED AS DESCRIBED HEREIN.
4" NEW SCH 40 PVC CONNECTED TO
BUILDING PLUMBING. ADJUST SLOPE AS
NEEDED WITH 3% MIN AS BUILDING SEWER
ELEVATION IS NOT KNOWN OR INSTALLED
TO THIS END OF THE BUILDING.
24"Ø SECURED LID WITH 2" SPRAY ON FOAM OR
MECHANICALLY ATTACHED RIDGED INSULATION ON
UNDERSIDE OF ALL LIDS. ALL SEPTIC TANK RISERS SHALL
BE 24"Ø AND CAN BE CONCRETE OR HDPE.
41' +/- OF 4" NEW SCH
40 PVC STUBBED INTO
BLDG CRAWL SPACE 2'
AND CAPPED FOR
FUTURE BLDG
PLUMBING REMODEL.
6 SLOT STAINLESS STEEL FLOAT & PUMP
CABLE HANGER ATTACHED WITHIN 1' OF TOP
OF HATCH. ALLOW FOR EXTRA CABLE FOR
PUMP REMOVAL & FLOAT ADJUSTMENTS.
INSTALL 4" CLEAN OUT
3'+ FROM BLDG WALL
EXTENDED AT LEAST 3"
ABOVE GRADE
INSTALL TANK SO OUTSIDE EDGE IS IN
LINE WITH BLDG EXTERIOR WALLS
NOTE THE 1000 GALLON UG FUEL
OIL TANK IS NOT SHOWN HERE &
NEEDS TO BE REMOVED PRIOR
TO ANY NEW CONSTRUCTION
STAINLESS STEEL TOP RAIL SUPPORT
FOR MOUNTING RAILS TO HATCH FRAME.
6" TAMPED IN PLACE CLEAN PEA STONE
BEDDING PASSING
" SCREEN UNDER TANK
WITH CENTER BEDDING BEING 1" LOWER
THAN PERIMETER BEDDING OR AS PER MFG
RECOMMENDATIONS.
EXISTING GRAVEL ROADWAY
EXISTING GRAVEL ROADWAY
NEW UG ELECTRIC TO BE INSTALLED 18" BELOW
GRADE IN SCH 40 PVC BY CONTRACTOR TO
BLDG AND FIELD LOCATED BY COR
5'
APPROXIMATE LOCATION OF EXISTING 200 AMP SQUARE
D Q-O PANEL WITH SPARE BREAKER SLOTS. ALL UG
ELECTRIC TO BE RUN IN 2" SCH 40 PVC, EITHER 18"
BELOW GRADE OR WHEN INSIDE THE BLDG PER NEC
NEW 2"
INSULATED
HDPE
RHINOFLEX
FORECMAIN
2'
6'1'-9"
1'-9"
Ø
Ø
7 1/4"
HATCH ON TANK SHALL BE ALUMINUM
HINGED ACCESS DOOR W/ SPRING
ASSIST, PADLOCK BAR & HATCH DOOR
GASKET (MUST SPECIFICALLY ORDER
THE GASKET). HALLIDAY PRODUCTS
MODEL S1R3654 OR APPROVED EQUAL.
MECHANICALLY ATTACH 4" RIDGED
STYROFOAM OR SPRAY INSULATION ON
UNDERSIDE OF HATCHES AND SHALL
HAVE A CONFINED SPACE SIGN
SECURELY ATTACHED. HATCH MUST BE
INTEGRALLY POURED WITH TANK TOP.
HATCH OPEN DIRECTION
MOUNT STAINLESS STEEL L3X3X
" TO
UNDERSIDE OF CONCRETE TOP FOR
PUMP RAILS SUPPORT
20'
M I N
I M
U
O
P
MINIMUM SLOPE -3%
2'-0"
A
R
T
R
G
I
D
I
N
S
U
L
A
T
I
O
N
1'
18" ABOVE FLOOR (LEVEL TOP OF PUMP) - REDUNDANT PUMPS OFF, LOW WATER ALARM ON
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
Designer
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Sheet No.
Drawing No.
Date
Project Name
No.
Revision/Issue
General Notes
Sheet of
3/8" = 1'
2-12-2018
RUSS SUTTON
C-3
COW PALACE LIFT STATION
RUSS SUTTON, PE
IMPROVEMENTS
FOREST LODGE WASTEWATER
EASTERN REGION
R-9
1) CONCRETE SEPTIC TANK DIMENSIONS
MAY VARY BUT RETAINED SEPTIC VOLUME
SHALL NOT BE LESS THAN 4000 GALLONS
TO THE LIQUID LEVEL. PUMP TANK
DIMENSIONS MAY VARY BUT SHALL NOT BE
LESS THAN 1200 GALLONS TO THE BOTTOM
OF THE FORCE MAIN. ALL SEPTIC AND
PUMP TANKS SHALL BE CONSTRUCTED IN
CONFORMANCE WITH WISCONSIN AND
LOCAL COUNTY REGULATIONS.
2) ALL TANK PIPE PENETRATIONS SHALL BE
WATERTIGHT FLEXIBLE GASKETED
CONNECTIONS. RISER CONNECTIONS ARE
TO BE WATERTIGHT.
3) ALL TANK LIDS ARE TO HAVE THE CAST
MESSAGE "DANGER - CONFINED SPACE - DO
NOT ENTER".
4) ALL SEPTIC TANK PIPING SHALL BE SCH
40, 4" Ø PVC UNLESS OTHERWISE NOTED.
5) ALL INLET & OUTLET T's SHALL BE A
SANITARY OR "SWEEP" T.
6) ALL TANK JOINTS/SEAMS, WHETHER MID
TANK OR NEAR THE TOP, SHALL BE
WRAPPED WITH A 12" WIDE BUTYL RUBBER
MEMBRANE TO PROVIDE A WATER TIGHT
SEAL AND TO PHYSICALLY JOIN THE TWO
SECTIONS TOGETHER. BUTYL MATERIAL
SHALL ALSO BE USED TO CONNECT THE
TWO SECTIONS ON THE CONTACT SURFACE
JOINTS OF THE TANK SECTIONS.
7) 2" OF RIGID INSULATION SHALL BE
PLACED ON ALL 4 SIDES OF ALL RISERS AND
DIRECTLY ON TOP OF THE TANK.
8) DOSE PER CYCLE SHALL BE 193
GALLONS WITH NO DRAIN BACK (VALVE
CLOSED). DRAIN BACK EQUALS 71 GAL. IF
LINE TO BE DRAINED BETWEEN DOSES IN
WINTER, MUST MOVE EACH LEAD, LAG &
HIGH WATER ALARM FLOAT UP 3 INCHES.
BASED ON A DAILY MAXIMUM DESIGN
VOLUME OF 1160 GPD, EACH PUMP SHALL
RUN 3X/24 HOURS.
9) ANY DEWATERING REQUIRED TO INSTALL
STRUCTURES OR UTILITIES SHALL BE
INCLUDED IN THE CONTRACT BID PRICES.
NO ADDITIONAL COMPENSATION WILL BE
MADE FOR ANY DEWATERING REQUIRED.
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
S t a
F
R O
M
F A
L I F
T
S T
A T
I O
N
S T
A R
T
O
F
H D
P
E
D E
F L E
C T
I O
N
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
S t a
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
EXISTING GROUND SURFACE
NEW 4" PVC GRAVITY SEWER AT
3% TO COW PALACE.
SEE SHEETS C-3 AND A-1
FOR SPECIFIC LENGTHS.
EXISTING GROUND SURFACE
S t a
S t a
S t a
S t a
S t a
175'+/- NEW 2" SDR-11 HDPE
INSULATED SEWER FORCEMAIN
AT 2% FROM COW PALACE LIFT
STATION TO STATION 1+70
COW PALACE
SEPTIC/LIFT STATION
S t a
S t a
S t a
S t a
S t a
S t a
E
D G
E
O F
G R
A V
E L
R O
A D
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
EXISTING GROUND SURFACE
70' NEW 2" SDR-11 HDPE
UNINSULATED SEWER
FORCEMAIN AT 8.2% FROM
STATION 1+70 TO STATION 2+40
175'+/- NEW 2" SDR-11 HDPE
INSULATED SEWER FORCEMAIN
AT 2% FROM COW PALACE LIFT
STATION TO STATION 1+70
S t a
E
D G
E
O
F
G R
A V
E L
R O
A D
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
Designer
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Sheet No.
Drawing No.
Date
Project Name
No.
Revision/Issue
General Notes
Sheet of
1" = 40'
8-21-2018
RUSS SUTTON
C-4
COW PALACE TO LS PROFILE PG 1
RUSS SUTTON, PE
IMPROVEMENTS
FOREST LODGE WASTEWATER
EASTERN REGION
R-9
1) ALL COW PALACE LIFT STATION FORCE
MAIN FROM THE LIFT STATION TO STA 1+70
SHALL BE RHINOFLEX INSULATED HDPE
SDR-11 WITH HEAT TAPE. HEAT TAPE
SHALL BE CONTROLLED AT THE COW
PALACE LIFT STATION CONTROL PANEL.
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
EXISTING GROUND SURFACE
S t a
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
EXISTING GROUND SURFACE
EXISTING GROUND SURFACE
120' NEW 2" SDR-11 HDPE
UNINSULATED SEWER
FORCEMAIN AT 3.33% FROM
STATION 2+40 TO STATION 3+60
S t a
C
L
M A
F
T
S
T A
S a
S
S
S t a
S t a
S t a
S t a
S
S t a
S t a
S t a
S t a
S
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
1390'
1395'
1400'
1405'
1410'
1415'
1420'
1425'
1430'
EXISTING GROUND SURFACE
112'+/- NEW 2" SDR-11 HDPE
UNINSULATED SEWER
FORCEMAIN AT 4.5% FROM
STATION 3+60 TO MAIN LIFT
STATION AT 4+72
S t a
S t a
M
A I N
L I F
T
S
T A
T I O
N
I N
V E
S t a
N
E W
G R
A D
E
A
A R
O U
I N
S
S
T A
R T
A
D
I N
S U
L A
T I O
N
S t a
E
R O
S U
L A
T I O
N
NEW 6000
GAL MAIN
LIFT
STATION
S t a
N
E W
G R
A D
E
A
A R
O U
I N
S t a
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
Designer
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Sheet No.
Drawing No.
Date
Project Name
No.
Revision/Issue
General Notes
Sheet of
1" = 5'
2-21-2018
RUSS SUTTON
C-5
COW PALACE TO LS PROFILE PG 2
RUSS SUTTON, PE
IMPROVEMENTS
FOREST LODGE WASTEWATER
EASTERN REGION
R-9
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
INSTALL 10' NEW 4" SCH 40
PVC AT 5% GRADE TO NEW
3200 GAL SEPTIC TANK.
CONTRACTOR TO DRILL
THROUGH BASEMENT
WALL AT EXISTING SEWER
LINE. CONTRACTOR TO
PROPERLY PLUG/CAP OLD
SEWER LINE IN BASEMENT.
PUMP & REMOVE EXISTING
SEPTIC TANK & LIFT STATION,
REMOVE ELECTRICAL & ALL VENT
PIPES OF OLD SEPTIC SYSTEM
AFTER NEW SEPTIC SYSTEM IS
COMPLETED.
10' AREA AROUND ALL 4
SIDES OF MAIN LIFT
STATION TO BE GRADED
TO 1423.5, RESEEDED AND
MULCHED
INSTALL 100' +/- NEW UG
ELECTRIC FROM GATEHOUSE
TO MAIN LIFT STATION
CONTROL PANEL IN CONDUIT
MINIMUM 18" BELOW GRADE
NEW MAIN LIFT
STATION TOP SET
AT 1424.0
INSTALL 72' +/- NEW 4" SCH
80 PVC AT 5% GRADE.
SCALE 1" = 10'
GATE HOUSE
FFE 1426.00
BASEMENT FFE 1420.01
A
B
PLACE 4" RIGID STYROFOAM
OVERTOP & DOWN PIPE
TRENCH SIDES FROM STA
0+10 TO 0+65 - SEE DETAIL
SHEET
1415'
1425'
1430'
S t a
G A
T E
H O
U S
E
W A
V E
R T
S t a
F
A C
E
P
T
N
K
I N
V E
S t a
F
A C
E
P
T
N
K
I N
V E
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
M A
S t a
M
A I N
A
R E
A
G R
A D
1420.00
GATEHOUSE
BASEMENT FF
S t a
M
A I N
L I F
T
S
T A
T I O
N
I N
V E
EXISTING GROUND SURFACE - MAINTAIN EXCEPT FOR REGRADING AROUND MAIN LIFT STATION
72'+/- NEW 4" SCH 80 PVC GRAVITY SEWER AT 5%
TOP OF MAIN LIFT
STATION 1424.00
10' NEW 4" SCH 40
PVC GRAVITY
SEWER AT 5%
G A
T E
H O
U S
E
B A
S E
M E
W
L L
72'+/- NEW 4" SCH 80 PVC GRAVITY SEWER AT 5%
NEW 3200 GAL SEPTIC TANK
10' NEW 4" SCH 40
PVC GRAVITY
SEWER AT 5%
NEW MAIN LIFT STATION
SCALE 1" = 5'
1415'
1425'
1430'
NEW 6000
GAL MAIN
LIFT
STATION
1410'
NOTE STRUCTURES ROTATED FOR CLARITY.
SLOPE -5%
6" TYP ALL BAFFLES
CENTER
EFFLUENT
FILTER - SEE
SPECS FOR
SPECIFICS
SLOPE -5%
LIQUID LEVEL
7'
6" TAMPED IN PLACE CLEAN PEA STONE BEDDING
PASSING
" SCREEN UNDER TANK WITH CENTER
BEDDING BEING 1" LOWER THAN PERIMETER
BEDDING OR AS PER MFG RECOMMENDATIONS.
BASE OF TANK 1414.25
FINISHED GRADE 1426.0
FINISHED GRADE SHALL BE 3" BELOW
ALL LIDS. FILL OVER TANK SHALL BE 3'
MIN.
24"Ø SECURED LID WITH 2" SPRAY ON FOAM OR
MECHANICALLY ATTACHED RIDGED INSULATION ON
UNDERSIDE OF ALL LIDS. ALL SEPTIC TANK RISERS SHALL
BE 24"Ø AND CAN BE CONCRETE OR HDPE.
GATEHOUSE 3200 GAL SEPTIC TANK SECTION
SCALE
" = 1'
INLET INVERT = 1421.00
OUTLET FOR EFFLUENT FILTER
2" (0.17') BELOW INLET INVERTS
OUTLET INVERT = 1420.83
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
Designer
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Sheet No.
Drawing No.
Date
Project Name
No.
Revision/Issue
General Notes
Sheet of
VARIES
2-21-2018
RUSS SUTTON
C-6
GATEHOUSE SEPTIC LAYOUT
RUSS SUTTON, PE
IMPROVEMENTS
FOREST LODGE WASTEWATER
R-9
1. PIPE PENETRATIONS SHALL BE
WATERTIGHT FLEXIBLE GASKETED
CONNECTIONS.
2. SEPTIC TANK LIDS TO HAVE A 5" X 7" SIGN
WITH THE MESSAGE "DANGER - CONFINED
SPACE - DO NOT ENTER" CAST IN-PLACE OR
MECHANICALLY ATTACHED.
3. TANK BASE MATERIAL SHALL EXTEND AT
LEAST 1 FOOT BEYOND THE SEPTIC TANK
FOOTPRINT UNLESS THE SEPTIC TANK
MANUFACTURER RECOMMENDS
OTHERWISE.
4. ALL SEPTIC TANK JOINTS/SEAMS SHALL
BE WATER TIGHT.
5. TANK DIMENSIONS MAY VARY BY
MANUFACTURER BUT LIQUID CAPACITY AND
INVERTS MUST BE MET.
6. CONTRACTOR TO TAKE CARE IN
LOCATING UTIITIES AS THEY ARE SHOWN
ON THE PRINTS TO THE BEST OF
KNOWLEDGE AT THE TIME OF THESE
DRAWINGS.
7. LOCATION OF THE CENTER OF THE MAIN
LIFT STATION SHALL BE 102.5' FROM POINT
"A" BEING THE NW CORNER OF THE GATE
HOUSE AND 92.75' FROM POINT "B" BEING
THE NE CORNER OF THE GATE HOUSE.
AutoCAD SHX Text
CLOTHESLINE
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
DECK
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
GARBAGE
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text 14"
AutoCAD SHX Text 4"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4"
AutoCAD SHX Text 12"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 24"
AutoCAD SHX Text 10"
AutoCAD SHX Text 18"
AutoCAD SHX Text
DRAINFIELD
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
CP
1438.58
PUMP & REMOVE SEPTIC
TANKS, DRY WELLS & ALL
VENT PIPES & REMOVE
ANY EXISTING SEWER
LINES WITHIN 3' EACH SIDE
OF NEW SEWER LINES.
PUMP & REMOVE SEPTIC TANK, DRY
WELL & ALL VENT PIPES AFTER NEW
SEPTIC SYSTEM IS COMPLETED
INSTALL 187' +/- NEW 4" SDR-11
HDPE GRAVITY SEWER LINE
AT 5.8% SLOPE - DIRECTIONAL
BORING METHOD ONLY
A
A
A
INSTALL 94' +/- NEW 4" SCH
40 PVC GRAVITY SEWER
LINE AT 12.2% SLOPE
INSTALL 148' +/- NEW 4" SCH
40 PVC GRAVITY SEWER
LINE AT 8.2% SLOPE
INSTALL 28' +/- NEW 4" SCH
40 PVC GRAVITY SEWER
LINE AT 14.6% SLOPE
INSTALL NEW LODGE 10,000
GAL SEPTIC/PUMP TANK
PUMP & REMOVE SEPTIC TANK,
DRY WELL & ALL VENT PIPES
(LOCATED DOWN HILL FROM
MAIN LODGE)
NEW SEWER LINE TO START 5'
FROM FACE OF BLDG & BE
CAPPED FOR FUTURE
CONNECTION TO BLDG.
INSTALL CLEAN OUT AT THIS
LOCATION PER DETAIL
NEW SEWER LINE TO START 5'
FROM FACE OF BLDG & BE
CAPPED FOR FUTURE
CONNECTION TO BLDG.
INSTALL CLEAN OUT AT THIS
LOCATION PER DETAIL
NEW SEWER LINE TO
START 5' FROM FACE OF
BLDG & BE CAPPED FOR
FUTURE CONNECTION TO
BLDG. INSTALL CLEAN
OUT AT THIS LOCATION
PER DETAIL
PROPERLY CUT OFF OLD
SEWER LINES AND PLUG
INSIDE BLDG AT WALL FACE
AFTER NEW SEPTIC SYSTEM
IS COMPLETED
CONNECT NEW
SEWER LINE TO
INSIDE BLDG SEWER
LINE - REROUTING OF
INTERIOR PVC
PLUMBING REQUIRED.
INSTALL CLEAN OUT 5'
FROM FACE OF BLDG
PLACE TANK PARALLEL TO
ROAD WITH 10' OFFSET
INSTALL 85' +/- NEW UG
ELECTRIC FROM GUEST
HOUSE TO LODGE LIFT
STATION CONTROL PANEL
IN CONDUIT MINIMUM 18"
BELOW GRADE
A
C
D
B
APPROXIMATE
LOCATION OF EXISTING
4" SCH 40 PVC INTERIOR
SEWER. INSTALL 40'+/-
NEW SCH 40 PVC
SEWER LINE AS NEEDED
ACROSS BASEMENT
CEILING TO CONNECT
TO NEW 4" SCH 40 PVC
GRAVITY EXTERIOR
SEWER.
INSTALL CLEAN
OUT AT 0+90
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
Designer
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Sheet No.
Drawing No.
Date
Project Name
No.
Revision/Issue
General Notes
Sheet of
1" = 10'
2-27-2018
RUSS SUTTON
C-7
LODGE LS & PIPE PLAN
RUSS SUTTON, PE
IMPROVEMENTS
FOREST LODGE WASTEWATER
EASTERN REGION
R-9
1) SOME FEATURES HAVE BEEN DELETED
FROM THIS DRAWING SHEET FOR CLARITY,
SUCH AS TREES, IDENTIFICATION LABELS,
ETC. ALL EXISTING FEATURES ARE SHOWN
ON SHEET C-1 FOR REFERENCE.
2) LOCATION DISTANCES FOR SETTING LIFT
STATION TANK ARE MEASURED FROM THE
CORNER OF THE GUEST HOUSE (POINT A)
AND THE CORNER OF THE MAIN LODGE
(POINT B) TO THE CORNERS OF THE LIFT
STATION (POINTS C AND D).
AC = 79.25'
AD = 93.75'
BC = 111'
BD = 101.25'
3) NOTE THIS AREA IS HEAVILY WOODED.
AutoCAD SHX Text
GUEST HOUSE
AutoCAD SHX Text
MAIN LODGE
AutoCAD SHX Text
DECK
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
SV
AutoCAD SHX Text
36" W. PINE
AutoCAD SHX Text
36" W. PINE
AutoCAD SHX Text 18"
AutoCAD SHX Text
W. PINE
AutoCAD SHX Text 36"
AutoCAD SHX Text 3"
AutoCAD SHX Text 15"
AutoCAD SHX Text 18"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
POND
AutoCAD SHX Text
STONE
AutoCAD SHX Text
PLAQUE
AutoCAD SHX Text
STL. PIPE
AutoCAD SHX Text
FFE 1434.4
AutoCAD SHX Text
FFE 1435.7
AutoCAD SHX Text
FFE 1436.2
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
ABANDONED
AutoCAD SHX Text
SEPTIC
AutoCAD SHX Text
TANK
AutoCAD SHX Text
MAIDS'
AutoCAD SHX Text
CABIN
AutoCAD SHX Text
STONE RETAINING WALLS
AutoCAD SHX Text
STONEHSE.
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
BLDG.
AutoCAD SHX Text
FFE
AutoCAD SHX Text 1425.3
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
DRY WELL
AutoCAD SHX Text
SAN
AutoCAD SHX Text
BASEMENT FFE 1428.34
AutoCAD SHX Text
BASEMENT FFE 1427.76
AutoCAD SHX Text
BASEMENT FFE 1425.91
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I a
M
A I N
L O
D G
E
F
A C
E
L L
S t a
S
T A
N E
W
S
E W
E R
I N
V E
C A
P P
S T
A L L
N E
W
C
L E
A N
O U
T
S t a
S t a
S t a
S t a
S t a
S t a
T
I E
I N
N
E
A
W
Y E
I N
V E
S t a
I N
S T
A L L
C L E
A N
O U
T
1428.34
MAIN LODGE
BASEMENT FF
SCALE 1" = 5'
S t a
S t a
S t a
S t a
S t a
S t a
1415'
1420'
1425'
1430'
1435'
1415'
1420'
1425'
1430'
1435'
1415'
1420'
1425'
1430'
1435'
EXISTING GROUND SURFACE - MAINTAIN
E
X
I S
T
I
G
O
U
R
F
A
A
I N
T
A
I N
EXISTING GROUND SURFACE - MAINTAIN
1410' 1410' 1410'
148'+/- NEW 4" SCH 40 PVC GRAVITY SEWER AT 8.2%
148'+/- NEW 4" SCH 40 PVC GRAVITY SEWER AT 8.2%
148'+/- NEW 4" SCH 40 PVC GRAVITY SEWER AT 8.2%
S t a
S t a
T
I E
I N
N
E
A
W
Y E
I N
V E
S t a
I N
S T
A L L
C L E
A N
O U
T
S t a
L O
D G
E
L I F
T
S
T A
T I O
N
I N
V E
SCALE 1" = 5'
S t a
S t a
S t a
S t a
S t a
S t a
S t a
1415'
1420'
1425'
1430'
1435'
1415'
1420'
1425'
1430'
1435'
1415'
1420'
1425'
1430'
1435'
E
X
I S
T
I
O
U
R
F
A
A
I N
T
A
I N
EXISTING GROUND SURFACE - MAINTAIN
SCALE 1" = 5'
1410' 1410' 1410'
TOP OF LODGE LIFT
STATION 1420.50
S t a
EXISTING GROUND SURFACE - MAINTAIN
EXCEPT AREA AROUND TANK TO BE
REGRADED TO PREVENT EROSION &
MAXIMIZE COVERAGE OF TANK.
148'+/- NEW 4" SCH 40 PVC GRAVITY SEWER AT 8.2%
148'+/- NEW 4" SCH 40 PVC GRAVITY SEWER AT 8.2%
S t a
I N
S T
A L L
3 4
B
E N
D
S t a
S t a
NEW 10,000 GAL
LODGE
SEPTIC/PUMP
TANK
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
Designer
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Sheet No.
Drawing No.
Date
Project Name
No.
Revision/Issue
General Notes
Sheet of
1" = 5'
2-26-2018
RUSS SUTTON
C-8
MAIN LODGE TO LODGE LS PROFILE
RUSS SUTTON, PE
IMPROVEMENTS
FOREST LODGE WASTEWATER
EASTERN REGION
R-9
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I a
I N
L O
D G
E
F
A C
E
L L
S t a
A
R T
S
E W
E R
I N
V E
C A
P P
S T
A L L
N E
W
C
L E
A N
O U
T
S t a
A
S t a
A
S t a
E
I N
I N
L O
D G
E
L I N
E
W I T
H
W
Y E
I N
V E
1428.34
MAIN LODGE
BASEMENT FF
SCALE 1" = 5'
1415'
1420'
1425'
1430'
1435'
EXISTING GROUND SURFACE - MAINTAIN
1410'
28'+/- NEW 4" SCH 40 PVC GRAVITY SEWER AT 14.6%
1415'
1420'
1425'
1430'
1435'
S t a
S
T A
N E
W
S
E W
E R
I N
V E
S t a
S t a
S t a
S t a
S t a
S t a
S t a
1427.76
GUEST HOUSE
BASEMENT FF
S t a
L O
D G
E
L I F
T
S
T A
T I O
N
I N
V E
SCALE 1" = 5'
S t a
S t a
S t a
S t a
S t a
S t a
1415'
1420'
1425'
1430'
1435'
1415'
1420'
1425'
1430'
1435'
1415'
1420'
1425'
1430'
1435'
EXISTING GROUND SURFACE - MAINTAIN
E
X
I S
T
I
O
U
R
F
A
A
I N
T
A
I N
94'+/- NEW 4" SCH 40 PVC GRAVITY SEWER AT12.2%
1410' 1410' 1410'
TOP OF LODGE LIFT
STATION 1420.50
NEW 10,000 GAL
LODGE
SEPTIC/PUMP
TANK
S t a
E
D G
E
O
F
A C
C E
A
D
S t a
E
D G
E
O
F
A C
C E
A
D
EXISTING GROUND SURFACE - MAINTAIN
EXCEPT AREA AROUND TANK TO BE
REGRADED TO PREVENT EROSION &
MAXIMIZE COVERAGE OF TANK.
S t a
I N
S T
A L L
C
L E
A N
O U
T
S t a
B
E N
D
94'+/- NEW 4" SCH 40 PVC GRAVITY SEWER AT12.2%
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
Designer
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Sheet No.
Drawing No.
Date
Project Name
No.
Revision/Issue
General Notes
Sheet of
1" = 5'
2-26-2018
RUSS SUTTON
C-9
MAIN LODGE TRUNK LINE & GUEST HOUSE - LS PROFILE
RUSS SUTTON, PE
IMPROVEMENTS
FOREST LODGE WASTEWATER
EASTERN REGION
R-9
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I a
M
A I D
S
C A
B
C
E
O
F
W A
L L
S t a
S
T A
N E
W
S
E W
E R
I N
V E
C A
P P
S T
A L L
N E
W
C
L E
T
S
S t a
S
S
S
S
S
1425.91
MAID'S CABIN
BASEMENT FF
SCALE 1" = 5'
S
S
I N
S T
A L L
C L E
T
S
I N
S T
A L L
N E
W
C L E
A N
O U
T
S
S
1415'
1420'
1425'
1430'
1435'
1415'
1420'
1425'
1430'
1435'
1415'
1420'
1425'
1430'
1435'
EXISTING GROUND SURFACE - MAINTAIN
EXISTING GROUND SURFACE - MAINTAIN
187'+/- NEW 4" SDR-11 HDPE GRAVITY SEWER AT 5.3%
187'+/- NEW 4" SDR-11 HDPE GRAVITY SEWER AT 5.3%
1410' 1410' 1410'
S t a
D
G E
L I F
T
S
T A
T I O
N
I N
V E
S t a
I N
S T
A L L
N E
W
C L E
A N
O U
T
S t a
S t a
S t a
S t a
S t a
S t a
S t a
S t a
1415'
1420'
1425'
1430'
1435'
1415'
1420'
1425'
1430'
1435'
1415'
1420'
1425'
1430'
1435'
E
X
I S
T
I
O
U
R
F
A
A
I N
T
A
I N
EXISTING GROUND SURFACE - MAINTAIN
187'+/- NEW 4" SDR-11 HDPE GRAVITY SEWER AT 5.3%
187'+/- NEW 4" SDR-11 HDPE GRAVITY SEWER AT 5.3%
SCALE 1" = 5'
1410' 1410' 1410'
TOP OF LODGE LIFT
STATION 1420.50
NEW 10,000 GAL
LODGE
SEPTIC/PUMP
TANK
S t a
1 4
B
E N
D
S t a
S t a
E
D G
E
O
F
A C
C E
A
D
S t a
E
D G
E
O
F
A C
C E
A
D
EXISTING GROUND SURFACE - MAINTAIN
EXCEPT AREA AROUND TANK TO BE
REGRADED TO PREVENT EROSION &
MAXIMIZE COVERAGE OF TANK.
S t a
S t a
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
Designer
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Sheet No.
Drawing No.
Date
Project Name
No.
Revision/Issue
General Notes
Sheet of
1" = 5'
2-26-2018
RUSS SUTTON
C-10
MAIDS CABIN TO LODGE LS PROFILE
RUSS SUTTON, PE
IMPROVEMENTS
FOREST LODGE WASTEWATER
EASTERN REGION
R-9
1) CONTRACTOR SHALL INSTALL THE
GRAVITY SEWER FROM THE LODGE LIFT
STATION TO THE MAIDS CABIN USING
DIRECTIONAL BORING METHOD.
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
2" SCH 80 PVC PIPE
2'
A
A
B
B
10'-1"
5'-6 1/2"
Ø
Ø
SECTION B-B
6" TAMPED IN PLACE CLEAN PEA STONE BEDDING
PASSING
" SCREEN UNDER TANK WITH CENTER
BEDDING BEING 1" LOWER THAN PERIMETER
BEDDING OR AS PER MFG RECOMMENDATIONS.
6 SLOT STAINLESS STEEL FLOAT & PUMP
CABLE HANGER ATTACHED WITHIN 1' OF TOP
OF HATCH. ALLOW FOR EXTRA CABLE FOR
PUMP REMOVAL & FLOAT ADJUSTMENTS.
CENTER 2
EFFLUENT
FILTERS IN
RISER - SEE
SPECS FOR
SPECIFICS
EXTEND BAFFLES
12" BELOW LIQUID
LEVEL & 8" ABOVE
LIQUID LEVEL TYP
ALL BAFFLES
LIQUID LEVEL
TOP OF TANK 1418.50
FINISHED GRADE 1420.0
SECTION A-A
6'-1"
5'
PIPING NOT SHOWN FOR
CLARITY - ONLY TANK
DIMENSIONS
PIPING NOT SHOWN FOR
CLARITY - ONLY TANK
DIMENSIONS
10'-1"
11'-1"
TOP OF LS HATCHES 1420.5
1'-9" 3'
7'-6"
6'-6"
1'-6" 1'-6" 1'-6" 1'
5'
TO MAIN LODGE
E
H
U
S E
I D
B
I N
6"
1'-9"
TO MAIN LIFT STATION
LODGE 7400 GAL SEPTIC/2600 GAL PUMP TANK SECTION
INLET INVERTS = 1417.30
OUTLET FOR EFFLUENT FILTER 2" (0.17') BELOW INLET INVERTS
OUTLET INVERTS FOR PUMPS = 1416.30
1'
7"
25'
17'6'-7"
6" TYP
ALL BAFFLES
BASE OF TANK 1410.63
22" ABOVE FLOOR - PUMPS OFF
32" ABOVE FLOOR - LEAD PUMP ON
38" ABOVE FLOOR - LAG PUMP ON
44" ABOVE FLOOR - ALARM ON
CONTROL PANEL MOUNTED ON 2
EACH TREATED 6X6 WITH SEPARATE
JUNCTION BOX MOUNTED BELOW
PANEL. NO WIRE JUNCTIONS
ALLOWED IN THE LIFT STATION
2" BALL VALVES, UNIONS, ELBOWS &
FITTINGS AND 1/4" DRAIN VALVE ASSEMBLY
FINISHED GRADE SHALL BE 6" BELOW ALL
LIDS. FILL OVER TANK SHALL BE 1' MIN.
2 EACH MYERS MWH50D DOUBLE SEAL 2"
PUMPS 40 GPM AT 25' HEAD
MYERS SRA-200-CV RAIL SYSTEM WITH
" SCH 40 STAINLESS
STEEL PIPE GUIDES & INTERMEDIATE SUPPORTS (NOT
SHOWN FOR CLARITY) PLACED AT RAIL MIDPOINTS
2 EACH 2"Ø SCH 40 PVC CONDUITS TO NEW
CONTROL PANEL. ALL FLOATS TO BE IN 1
CONDUIT & ALL PUMP CORDS IN THE OTHER.
SEAL END OF PIPE IN THE LIFT STATION USING
ELECTRICAL DUCT SEAL TO PREVENT AIR &
MOISTURE FROM ENTERING CONDUIT. CONDUIT
TO BE BURIED MIN 18" & HAVE ELECTRICAL
CAUTION TAPE INSTALLED 6" ABOVE CONDUIT.
POWER FROM CONTROL PANEL TO THE BLDG
SHALL BE FIELD DETERMINED AND SHALL BE
INSTALLED AS DESCRIBED HEREIN.
24"Ø SECURED LID WITH 2" SPRAY ON FOAM OR
MECHANICALLY ATTACHED RIDGED INSULATION ON
UNDERSIDE OF ALL LIDS & HATCHES. ALL SEPTIC TANK
RISERS SHALL BE 24"Ø AND CAN BE CONCRETE OR HDPE.
4"
63" ABOVE FLOOR 2" FORCE MAIN INVERT. CONNECT
2" PVC SCH 80 TO 2" INSULATED HDPE INSIDE LIFT
STATION WITH PROPER TRANSITION FITTING
BOTH HATCHES ON TANK SHALL BE ALUMINUM
HINGED ACCESS DOORS W/ SPRING ASSIST,
PADLOCK BAR & HATCH DOOR GASKET (MUST
SPECIFICALLY ORDER THE GASKET). HALLIDAY
PRODUCTS MODEL S1R3654 OR APPROVED EQUAL.
MECHANICALLY ATTACH 4" RIDGED STYROFOAM
OR SPRAY INSULATION ON UNDERSIDE OF
HATCHES AND SHALL HAVE A CONFINED SPACE
SIGN SECURELY ATTACHED. HATCH MUST BE
INTEGRALLY POURED WITH TANK TOP.
MOUNT STAINLESS STEEL L3X3X
" TO
UNDERSIDE OF CONCRETE TOP FOR
PUMP RAILS SUPPORT
HATCH
OPEN
DIRECTION
H A
T C
H
O
P E
N D
I R
E C
T I O
N
INSTALL
VENT -
SEE
DETAIL
SHEET
INSTALL VENT -
SEE DETAIL SHEET
5'-6.5"
18" ABOVE FLOOR (LEVEL TOP
OF PUMP) - REDUNDANT PUMPS
OFF, LOW WATER ALARM ON
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
Designer
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Sheet No.
Drawing No.
Date
Project Name
No.
Revision/Issue
General Notes
Sheet of
3/8" = 1'
2-28-2018
RUSS SUTTON
C-11
LODGE LIFT STATION DETAILS
RUSS SUTTON, PE
IMPROVEMENTS
FOREST LODGE WASTEWATER
EASTERN REGION
R-9
1) CONCRETE SEPTIC TANK DIMENSIONS MAY
VARY BUT RETAINED SEPTIC VOLUME SHALL
NOT BE LESS THAN 7320 GALLONS TO THE
LIQUID LEVEL. PUMP TANK DIMENSIONS MAY
VARY BUT SHALL NOT BE LESS THAN 2440
GALLONS TO THE BOTTOM OF THE
FORCEMAIN. ALL SEPTIC AND PUMP TANKS
SHALL BE CONSTRUCTED IN CONFORMANCE
WITH WISCONSIN AND LOCAL COUNTY
REGULATIONS.
2) ALL TANK PIPE PENETRATIONS SHALL BE
WATERTIGHT FLEXIBLE GASKETED
CONNECTIONS. RISER CONNECTIONS ARE TO
BE WATERTIGHT.
3) ALL TANK LIDS ARE TO HAVE THE CAST
MESSAGE "DANGER - CONFINED SPACE - DO
NOT ENTER". ALL ALUMINUM HATCHES SHALL
HAVE SIGN WITH MESSAGE "DANGER -
CONFINED SPACE - DO NOT ENTER".
4) ALL SEPTIC TANK PIPING SHALL BE SCH 40,
4" Ø PVC UNLESS OTHERWISE NOTED.
5) ALL INLET & OUTLET T's SHALL BE A
SANITARY OR "SWEEP" T.
6) ALL TANK JOINTS/SEAMS, WHETHER MID
TANK OR NEAR THE TOP, SHALL BE WRAPPED
WITH A 12" WIDE BUTYL RUBBER MEMBRANE
TO PROVIDE A WATER TIGHT SEAL AND TO
PHYSICALLY JOIN THE TWO SECTIONS
TOGETHER. BUTYL MATERIAL SHALL ALSO BE
USED TO CONNECT THE TWO SECTIONS ON
THE CONTACT SURFACE JOINTS OF…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.