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Text version
S
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USA PROPERTY
P R
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IN
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P R
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P R
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BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
BENCHMARK 2
EL.=1342.97
BRASS CAP IN
TOWER BASE
17" ELM
20" MAPLE
BUILDING LEGEND:
E1 = EXISTING TREE COOLER
E2 = EXISTING STORAGE
E3 = EXISTING SHOP & WAREHOUSE
E4 = EXISTING MOBILE HOME OFFICE
#5 = MODULAR OFFICE BUILDING MOVED TO LOCATION INDICATED IN PREVIOUS PROJECT PHASE.
TO BE RENOVATED INTO NEW CREW QUARTERS AFTER COMPLETION OF THE
CONSTRUCTION OF BUILDINGS 1 & 2.
E6 = ORIGINAL SQUARE RANGER STATION
E7 = FUELS STORAGE AND MARKING PAINT STORAGE BUILDING
SANSSANSSANSSANSSANSSANSSANS
S A
N
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S A
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S A
N
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S A
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S A
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S A
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S A
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S A
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S A
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S A
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S A
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S A
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W W W
SANS SANS
S
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A
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S
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A
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S
A
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S
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A
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S
S
A
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S
S
A
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S
S
A
N
S
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 W W
W
W
W
W
W
W
W
W
W
W
W
W
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UGT UGT
UGE UGE UGE
UGT
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M
BENCHMARK DESCRIPTION
BENCHMARK 1
BENCHMARK 2
NORTHING EASTING ELEVATION DESCRIPTION
5068.59
5177.84
4923.92
5618.55
1347.40
1342.97
TOP OF FIRE HYDRANT
BRASS CAP IN TOWER BASE
NAME
WETLAND
BOUNDARY PER 4-14-11 DELINEATION
EXISTING LP
TANK
EXISTING LP TANK
C100
Existing Conditions Plan
JPG
NLB
NOTES:
EXISTING SITE CONDITIONS BASED ON USDA
FOREST SERVICE TOPOGRAPHIC MAPPING
SOIL BORING LOCATIONS BASED ON AET
REPORT PROVIDED BY USDA FOREST SERVICE
SITE TOPOGRAPHY DATA PROVIDED BY USFS -
CHIPPEWA NATIONAL FOREST
CONTRACTOR TO SET CONTROL FOR
CONSTRUCTION STAKING PRIOR TO DEMOLITION
OF BENCHMARK 2.
0 40'20' 80' 120'10' 60'0 40'20' 80' 120'10' 60'
3Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
153154
USA PROPERTY
P R
O P
E R
T Y
L
IN
E
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
P R
O P
E R
N
E
M
IN
N
E S
O T
A A
V E
E A
S T
, W A
L K
E R
, M N
SANS SANS SANS SANS
W W W W
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
BUILDING LEGEND:
E1 = EXISTING TREE COOLER TO BE RAZED
E2 = EXISTING STORAGE TO BE RAZED
E3 = EXISTING SHOP & WAREHOUSE TO BE RAZED
E4 = EXISTING MOBILE HOME OFFICE. TO BE RAZED - SEE CONSTRUCTION PHASING PLAN.
5 = MODULAR OFFICE BUILDING MOVED TO LOCATION INDICATED IN PREVIOUS PROJECT PHASE.
E6 = ORIGINAL SQUARE RANGER STATION. TO REMAIN OPERABLE AS LONG AS POSSIBLE. TO BE RAZED
E7 = EXISTING FUELS STORAGE AND MARKING PAINT STORAGE BUILDING, TO BE RAZED
S
T
O
S
A
N
S
S
A
N
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
APPROXIMATE WETLAND
BOUNDARY PER 4-14-11 DELINEATION
CAP EXISTING FORCE LINE AT
LIFT STATION AND AT MANHOLE
AT TOP OF HILL AND ABANDON IN
PLACE AFTER REMOVING LIFT
STATION
JPG
NLB
C101
Construction Demolition Plan
1. Remove existing sanitary sewer line following removal of existing lift station.
2. Building E6 to be demolished only after equipment and staff are relocated to E4.
3. Removed unused utilities, coordinate removal with utility provider & contracting officer.
4. Building E3 is to be demolished only after new building 1 and/or optional bid item OP-07 is completed.
5. Protect and maintain existing water and sewer services to E3 and E6 until no longer necessary.
Remove at date coordinated with contracting officer.
6. Contractor to verify location and size of existing water and sanitary services to be protected during construction and removed later in the construction phase.
7. Existing sidewalks, curbs and other site features not shown on plan to be verified by contractor.
0 40'20' 80' 120'10' 60'0 40'20' 80' 120'10' 60'
4Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
R
O P
E R
T Y
L
IN
E
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
P R
O P
E R
N
E
M
N
N
E
S
O
A
V
E
S
W
L
K
E
N
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
G
R
A
V
R
K
I
G
O
E
R
F
L
O
W
BUILDING #1
ADMIN BUILDING &
HEATED GARAGE
BUILDING #2
VEHICLE GARAGE
(NON-HEATED)
BUILDING #5
CREW QUARTERS
FUTURE BUILDING #6
A
D
K
N
K
S
GATE
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
1" PROPANE PIPE,
PIPING CONNECTIONS TO TANK
BY INSTALLER (SEE P110 FOR
FURTHER INTERIOR DETAILS)
G
A
S
G
A
S
G
A
S
3/4" PROPANE PIPE,
PIPING CONNECTIONS TO TANK
BY INSTALLER (SEE P110 FOR
FURTHER INTERIOR DETAILS)
FUTURE
BUILDING #3
FUTURE
BUILDING #4
S
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
FLAGSTONE PAVING
LEGEND:
PICNIC AREA
12'x20' SEE
LANDSCAPE PLAN
S
A
N
S
S
A
N
S
SANITARY LIFT
STATION
BIOMASS
STORAGE
H.C. VAN
ACCESS
BOLLARDS
7' O.C.
EXISTING TREES TO REMAIN
CONC.
C
O
N
C
C
O
N
C
G
R
A
V
E
L
A
S
P
H
A
L
T
G
R
A
V
E
L
GRAVEL
A
S
P
H
A
L
T
A
S
P
H
A
L
T
A
S
P
H
A
L
T
A
S
P
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A
L
T
A
S
P
H
A
L
T
C
O
N
C
C
O
N
C
G
R
A
S
S
MATURE PINE
MATURE PINE
MATURE PINE
MATURE PINE
VEGETATION BOUNDARY
A
C107
A
C107
S
C
S -1
C .2
S
C
B
C107
B
C107
R
E
T
A
I N
I
L
L
R
E
T
A
I
N
I
L
L
B2B
B2A
B2D
B2C
B5A
B5B
B5C
B5D
B6A
B6B
B6C
B6D
B3A
B3B
B3C
B3D
B4A
B4D
B4C
B4B
COORDINATES BASED ON AN
ASSUMED COORDINATE SYSTEM
BASED ON SURVEY DONE BY USFS
12'X18'
SLAB
4'X10'
SLAB
EXISTING
HYDRANT
LEED BOUNDARY
S
D
C107
E
C107
E
C107
E
C107
G
C107
F
C107
F
C107
F
C107
G
C107
G
C107
G
C107
E
C107
F
C107
L
C107.1
N
C107
N
C107
N
C107
DEMOLITION GRADING LIMITS
M
C107.1
D-1
S111
CONCRETE
APRON
CONCRETE
APRON
G
C107
O
C107
O
C107
O
C107
O
C107
LIMITS OF BASE
BID ITEM #05
LIMITS OF BASE
BID ITEM #05
C102
Civil Site Plan
JPG
NLB
0 40'20' 80' 120'10' 60'0 40'20' 80' 120'10' 60'
1. See sheet C107.1 for typical sidewalk and C107 for typical road cross section.
2. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
3. Crew Quarters LP Tank: Coordinate with utility to relocate existing 500 gallon LP tank to new location shown. Utility to provide new regulator and gas line to the crew quarters building. Regulator to be set to an outlet pressure of 10 psi. Contractor to incur all utility related costs and coordinate with local utility accordingly.
4. Administration Building LP tanks: Utility to provide new 2,000 gallon and 1,000 gallon LP tank. Regulator to be set to an outlet to an outlet pressure of 10 psi.
Contractor to incur all utility related installation costs and coordinate with local utility accordingly.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
BASE BID ITEM #02
OPTIONAL BID ITEM #OP-07 & #OP-08
OPTIONAL BID ITEM #OP-10
ASPHALT BASE BID ITEM #05
OPTIONAL PAVING ITEM #OP-11
C
N
C
G
R
A
V
E
L
A
S
P
H
A
L
T
G
R
A
V
E
L
GRAVEL
MATURE PINE
E
X
I
S
T
I
T
A
I
N
I
L
L
FUTURE BUILDING #6
BUILDING #5
CREW QUARTERS
A D
A
R
A M
P
GATE
FUTURE BUILDING #3
BUILDING #2
VEHICLE GARAGE
(NON-HEATED)
N
K
E X
IS
T
IN
G
R E
T A
IN
IN
G W
A
C102.1
JPG
NLB
0 10'5' 20' 40'15'0 10'5' 20' 40'15'
1. See sheet C107.1 for typical sidewalk and C107 for typical road cross section.
2. See sheet C102 for northing and easting at building corners.
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Crew Quarters LP Tank: Coordinate with utility to relocate existing 500 gallon LP tank to new location shown. Utility to provide new regulator and gas line to the crew quarters building. Regulator to be set to an outlet pressure of 10 psi. Contractor to incur all utility related costs and coordinate with local utility accordingly.
5. Administration Building LP tanks: Utility to provide new 2,000 gallon and 1,000 gallon LP tank. Regulator to be set to an outlet to an outlet pressure of 10 psi.
Contractor to incur all utility related installation costs and coordinate with local utility accordingly.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
OPTIONAL BID ITEM #OP-07 & #OP08
O P
E R
N
E
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
G
R
A
V
R
K
I
E
R
F
L
O
W
FUTURE BUILDING #6
FUTURE
BUILDING #4
N
K
S
G
R
A
V
E
L
G
R
A
V
E
L
A
S
P
H
A
L
T
E
X
I S
T
I
T
A
I N
I
L
L
SANITARY LIFT
STATION
C102.2
JPG
NLB
0 10'5' 20' 40'15'0 10'5' 20' 40'15'
1. See sheet C107.1 for typical sidewalk and C107 for typical road cross section.
2. See sheet C102 for northing and easting at building corners.
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Crew Quarters LP Tank: Coordinate with utility to relocate existing 500 gallon LP tank to new location shown. Utility to provide new regulator and gas line to the crew quarters building. Regulator to be set to an outlet pressure of 10 psi. Contractor to incur all utility related costs and coordinate with local utility accordingly.
5. Administration Building LP tanks: Utility to provide new 2,000 gallon and 1,000 gallon LP tank. Regulator to be set to an outlet to an outlet pressure of 10 psi.
Contractor to incur all utility related installation costs and coordinate with local utility accordingly.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
ASPHALT BASE BID ITEM #05
PICNIC AREA
H.C. VAN
ACCESS
CONC.
C
O
N
C
A
S
P
H
A
L
T
A
S
P
H
A
L
T
A
S
P
H
A
L
T
C
O
N
C
C
O
N
C
G
R
A
S
S
P
R
O
P
E
R
N
E
BUILDING #1
ADMIN BUILDING & HEATED GARAGE
N
S
C102.3
JPG
NLB
0 10'5' 20' 40'15'0 10'5' 20' 40'15'
1. See sheet C107.1 for typical sidewalk and C107 for typical road cross section.
2. See sheet C102 for northing and easting at building corners.
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Crew Quarters LP Tank: Coordinate with utility to relocate existing 500 gallon LP tank to new location shown. Utility to provide new regulator and gas line to the crew quarters building. Regulator to be set to an outlet pressure of 10 psi. Contractor to incur all utility related costs and coordinate with local utility accordingly.
5. Administration Building LP tanks: Utility to provide new 2,000 gallon and 1,000 gallon LP tank. Regulator to be set to an outlet to an outlet pressure of 10 psi.
Contractor to incur all utility related installation costs and coordinate with local utility accordingly.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
BASE BID ITEM #02
OPTIONAL BID ITEM #OP-10
ASPHALT BASE BID ITEM #05
P
H
A
L
T
A
S
P
H
A
L
T
C
O
N
C
G
R
A
S
S
P
R
O
P
E
R
N
E
N
N
E
S
O
S
L
K
E
C102.4
JPG
NLB
0 10'5' 20' 40'15'0 10'5' 20' 40'15'
1. See sheet C107.1 for typical sidewalk and C107 for typical road cross section.
2. See sheet C102 for northing and easting at building corners.
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Crew Quarters LP Tank: Coordinate with utility to relocate existing 500 gallon LP tank to new location shown. Utility to provide new regulator and gas line to the crew quarters building. Regulator to be set to an outlet pressure of 10 psi. Contractor to incur all utility related costs and coordinate with local utility accordingly.
5. Administration Building LP tanks: Utility to provide new 2,000 gallon and 1,000 gallon LP tank. Regulator to be set to an outlet to an outlet pressure of 10 psi.
Contractor to incur all utility related installation costs and coordinate with local utility accordingly.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
BASE BID ITEM #02
O
P
E
R
N
E
BUILDING #1
ADMIN BUILDING & HEATED GARAGE
P
O
N
D
PICNIC AREA
CONC.
A
S
P
H
A
L
T
A
S
P
H
A
L
T
C
O
N
C
G
R
A
S
S
G
R
A
C102.5
JPG
NLB
0 10'5' 20' 40'15'0 10'5' 20' 40'15'
1. See sheet C107.1 for typical sidewalk and C107 for typical road cross section.
2. See sheet C102 for northing and easting at building corners.
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Crew Quarters LP Tank: Coordinate with utility to relocate existing 500 gallon LP tank to new location shown. Utility to provide new regulator and gas line to the crew quarters building. Regulator to be set to an outlet pressure of 10 psi. Contractor to incur all utility related costs and coordinate with local utility accordingly.
5. Administration Building LP tanks: Utility to provide new 2,000 gallon and 1,000 gallon LP tank. Regulator to be set to an outlet to an outlet pressure of 10 psi.
Contractor to incur all utility related installation costs and coordinate with local utility accordingly.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
BASE BID ITEM #02
O P
E R
T Y
L
IN
E
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
P R
O P
E R
N
E
N
N
E
S
O
S
L
K
E
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
G
R
A
V
R
K
I
E
R
F
L
O
W
BUILDING #1
ADMIN BUILDING &
HEATED GARAGE
BUILDING #2
VEHICLE GARAGE
(NON-HEATED)
BUILDING #5
CREW QUARTERS
FUTURE BUILDING #6
A
N
K
S
GATE
FUTURE
BUILDING #3
FUTURE
BUILDING #4
P R
O P
E R
T Y
L
IN
E
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
P R
O P
E R
N
E
S
N
N
E
S
O
S
L
K
E
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
G
A
S
S
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
M
M
PAVED PICNIC
AREA 12'x20'
S
A
N
S
S
A
N
S
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
V
O
L
ST
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
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 W W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
M
M
W
UGT
U
G
T
U
G
T
U
G
T
U G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
W
W
W
W
S
A
N
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
HYDRANT
S
T
O
S
T
O
O
P
E
O
P
E
S
T
O
S
T
O
P
C107
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.8
1340.5
1339.7
1339.4
1338.1
1338.3
1338.3
1338.6
1338.2
1339.1
1338.8
1339.2
1339.4
1339.3
1337.8
1336.8
1335.8
1334.8
1337.8
1336.8
1335.8
1335.7
1338.7
1339.3
1338.8
1338.5
TOC 1338.9
TOC 1338.8
1338.2
TOC 1338.9
1334.3
1334.7
1334.5
1335.5
1336.5
1337.5
1337.5
1336.5
1338.5
1339.1
1339.1
1339.1
1338.5
1338.8
1339.1
1338.8
1339.8
1339.8
1339.6
1344.5
1338.5
1340.8
1341.8
1342.8
1344.9
1345.1
1345.1
1345.1
1345.1
1345.0
T.O. WALL
1341.0
B.O. WALL
1339.0
T.O. WALL
1342.0
B.O. WALL
1339.0
T.O. WALL
1342.0
B.O. WALL
1339.0
T.O. WALL
1341.0
B.O. WALL
1339.0
T.O. WALL
1340.0
B.O. WALL
1339.0
T.O. WALL
1340.0
B.O. WALL
1339.0
1338.3
1346.0
1346.0
1345.8
1346.0
1346.0
1345.8
1344.6
TOC 1345.2
TOC 1345.2
1344.1
1344.1
1344.1
1344.1
TOC 1345.2
TOC 1345.1
TOC 1343.8
1338.6
1337.6
1336.6
1339.2
1339.2
1339.2
T.O. WALL
1352.0
B.O. WALL
1350.0
T.O. WALL
1352.0
B.O. WALL
1349.0
1352.4
T.O. WALL
1352.0
B.O. WALL
1351.0
T.O. WALL
1352.0
B.O. WALL
1351.0
1352.7
1349.5
1352.6
1353.6
1351.6
1345.5
1345.5
1356.0
1356.0
1356.0
1356.0
1340.2
1343.2
1344.5
1343.5
1338.8
1338.8
1338.8
1338.8
1338.8
1338.8
1338.9
TCRB
1339.7
TCRB
1339.5
TCRB
1339.6
TCRB
1339.4
TCRB
1339.5
1339.2
1346.3
1346.3
1346.3
1346.3
1340.5
RIM
1339.5
1339.2
1339.9
1339.9
1345.4
1345.4
1345.4
1345.4
1339.5
1339.9
1345.1
1340.2
1339.2
1338.9
1338.8
1340.9
1340.6
1340.4
1340.2
.7
1%
3%
1340.0
P
C107
1334.0
1345.5
T.O. WALL
1345.0
B.O. WALL
1344.1
B.O. WALL
1344.1
T.O. WALL
B.O. WALL
1344.3
T.O. WALL
T.O. WALL
B.O. WALL
1344.2
P
C107
PROPOSED BUILDING LOCATIONS
LEGEND:
EXISTING TREES TO REMAIN
LONG TERM EROSION CONTROL MAT
CONSTRUCTION LIMITS BOUNDARY
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
WATER
SANITARY SEWER
WATER METER
WATER VALVE
HYDRANT
LEED BOUNDARY
PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED STORM SEWER LINE
EDGE OF VEGETATION
W W W
SANS SANS
UGT UGT
UGE UGE UGE
M
ROUNDED ROCK RIPRAP ON NON-
WOVEN SEPARATION GEOTEXTILE
STO
BORING LOCATION
1340.5
FLOW DIRECTION AND SLOPE
SPOT ELEVATION
S SANITARY LIFT STATION
SITE EARTHWORK
CUT = 8,619 CY
FILL = 8,203 CY
NET = 416 CY CUT
TOC 1338.4
TOP OF CONCRETE WALK SPOT ELEVATION
TCRB 1338.4
TOP OF CURB SPOT ELEVATION
1%
C103
Civil Grading Plan
JPG
NLB
0 40'20' 80' 120'10' 60'0 40'20' 80' 120'10' 60'
1. Site survey & topography data provided by USFS - Chippewa National Forest. Contractor responsible to verify and re-establish horizontal and vertical control from existing site.
2. In Minnesota call Gopher State One. Call 48 hours before you dig. It's the law. 1-800-252-1166
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
BASE BID ITEM #02
OPTIONAL BID ITEM #OP-07 & #OP08
OPTIONAL BID ITEM #OP-10
ASPHALT BASE BID ITEM #05
O P
E R
N
E
P R
O P
E R
N
E
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
G
R
A
V
R
K
I
E
R
F
L
O
W
BUILDING #2
VEHICLE GARAGE
(NON-HEATED)
BUILDING #5
CREW QUARTERS
FUTURE BUILDING #6
A
N
K
GATE
FUTURE
BUILDING #3
FUTURE
BUILDING #4
P R
O P
E R
N
E
P R
O P
E R
N
E
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
G
A
S
G
A
S
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
M
M
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
ST
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
SANS
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
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 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
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U G
E
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
M
M
W
W
W
U
G
T
UGT
UGT
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U G
T
U G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
G
A
S
G
A
S
G
A
S
HYDRANTHYDRANT
1%
.7
1%
1338.8
1338.6
1339.8
1339.8
1339.6
1340.8
1341.8
1342.8
1344.9
1345.1
1345.1
1345.1
1345.1
1345.0
1346.0
1346.0
1345.8
1346.0
1346.0
1345.8
1344.6
1344.1
T.O. WALL
1352.0
B.O. WALL
1350.0
T.O. WALL
1352.0
B.O. WALL
1349.0
1352.4
T.O. WALL
1352.0
B.O. WALL
1351.0
T.O. WALL
1352.0
B.O. WALL
1351.0
1352.7
1349.5
1352.6
1353.6
1351.6
1356.0
1356.0
1356.0
1356.0
1340.2
1343.2
1344.5
1343.5
1346.3
1346.3
1346.3
1346.3
1340.5
RIM
1339.5
1345.4
1345.4
1345.1
1340.9
1340.6
1340.2
1340.0
1%
.7
1%
TOC 1345.2
TOC 1345.2
1344.1
1344.1
1344.1
TOC 1345.2
TOC 1345.1
TOC 1343.8
1345.5
1345.4
1345.4
1345.5
S
A
N
S
PROPOSED BUILDING LOCATIONS
LONG TERM EROSION CONTROL MAT
CONSTRUCTION LIMITS BOUNDARY
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
WATER
SANITARY SEWER
WATER METER
WATER VALVE
HYDRANT
LEED BOUNDARY
PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED STORM SEWER LINE
EDGE OF VEGETATION
W W W
SANS SANS
UGT UGT
UGE UGE UGE
M
ROUNDED ROCK RIPRAP ON NON-
WOVEN SEPARATION GEOTEXTILE
STO
BORING LOCATION
1340.5
FLOW DIRECTION AND SLOPE
SPOT ELEVATION
S SANITARY LIFT STATION
SITE EARTHWORK
CUT = 8,619 CY
FILL = 8,203 CY
NET = 416 CY CUT
TOC 1338.4
TOP OF CONCRETE WALK SPOT ELEVATION
TCRB 1338.4
TOP OF CURB SPOT ELEVATION
1%
SANS SANS
SANITARY SEWER FORCE MAIN
LEGEND:
EXISTING TREES TO REMAIN
C103.1
JPG
NLB
0 20'10' 40' 60'50' 30'
1. Site survey & topography data provided by USFS - Chippewa National Forest. Contractor responsible to verify and re-establish horizontal and vertical control from existing site.
2. In Minnesota call Gopher State One. Call 48 hours before you dig. It's the law. 1-800-252-1166
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Abandon existing sanitary sewer line in place and cap both ends following removal of existing lift station.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
OPTIONAL BID ITEM #OP-07 & #OP08
PROPOSED BUILDING LOCATIONS
LONG TERM EROSION CONTROL MAT
CONSTRUCTION LIMITS BOUNDARY
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
WATER
SANITARY SEWER
WATER METER
WATER VALVE
HYDRANT
LEED BOUNDARY
PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED STORM SEWER LINE
EDGE OF VEGETATION
W W W
SANS SANS
UGT UGT
UGE UGE UGE
M
ROUNDED ROCK RIPRAP ON NON-
WOVEN SEPARATION GEOTEXTILE
STO
BORING LOCATION
1340.5
FLOW DIRECTION AND SLOPE
SPOT ELEVATION
S SANITARY LIFT STATION
SITE EARTHWORK
CUT = 8,619 CY
FILL = 8,203 CY
NET = 416 CY CUT
TOC 1338.4
TOP OF CONCRETE WALK SPOT ELEVATION
TCRB 1338.4
TOP OF CURB SPOT ELEVATION
SANS SANS
SANITARY SEWER FORCE MAIN
LEGEND:
EXISTING TREES TO REMAIN
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
G
R
A
V
R
K
I
E
R
F
L
O
W
BUILDING #1
ADMIN BUILDING &
HEATED GARAGE
FUTURE BUILDING #6
N
K
S
FUTURE
BUILDING #3
FUTURE
BUILDING #4
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
G
A
S
G
A
S
PAVED PICNIC
AREA 12'x20'
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
V
O
L
S
A
N
S
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 W W W W W W W W W W W W W
W
W
W
W
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E U
G E
U
G
E
U
G
E
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
W
W
W
W
W
W
W
W
S
A
N
S
S
A
N
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
HYDRANT
O
P
E
S
S
T
O
S
T
O
S
T
O
S
T
O
S
T
O
PAVED PICNIC
AREA 12'x20'
V
O
L
HYDRANT
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.8
1340.5
1339.7
1339.4
1338.1
1338.2
1339.1
1338.8
1339.2
1339.4
1339.3
1337.8
1336.8
1335.8
1337.8
1336.8
1335.8
1335.7
1338.7
1339.3
1338.8
1338.5
TOC 1338.9
TOC 1338.8
1338.2
TOC 1338.9
1335.5
1336.5
1337.5
1337.5
1336.5
1338.5
1339.1
1339.1
1338.8
1339.1
1338.8
1339.8
1339.8
1339.6
1344.5
1338.5
1340.8
1341.8
1342.8
1344.9
1345.1
1345.1
1345.1
1345.1
1345.0
T.O. WALL
T.O. WALL
1340.0
B.O. WALL
1339.0
1338.6
1337.6
1336.6
1339.2
1339.2
1339.2
T.O. WALL
1352.0
B.O. WALL
1350.0
T.O. WALL
1352.0
B.O. WALL
1349.0
1352.4
T.O. WALL
1352.0
B.O. WALL
1351.0
T.O. WALL
1352.0
B.O. WALL
1351.0
1352.7
1349.5
1352.6
1353.6
1351.6
1345.5
1356.0
1356.0
1356.0
1356.0
1340.2
1343.2
1338.8
TCRB
1339.7
TCRB
1339.5
TCRB
1339.6
TCRB
1339.4
TCRB
1339.5
1339.2
1340.5
RIM
1339.5
1339.2
1339.9
1339.9
1345.4
1345.4
1339.5
1339.9
1339.2
1340.2
1338.9
1338.8
1340.9
1340.6
1340.2
1%
.7
1%
1339.0
C103.2
JPG
NLB
0 20'10' 40' 60'50' 30'
1. Site survey & topography data provided by USFS - Chippewa National Forest. Contractor responsible to verify and re-establish horizontal and vertical control from existing site.
2. In Minnesota call Gopher State One. Call 48 hours before you dig. It's the law. 1-800-252-1166
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Abandon existing sanitary sewer line in place and cap both ends following removal of existing lift station.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
BASE BID ITEM #02
OPTIONAL BID ITEM #OP-10
ASPHALT BASE BID ITEM #05
EXISTING TREES TO REMAIN
LONG TERM EROSION CONTROL MAT
CONSTRUCTION LIMITS BOUNDARY
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
WATER
SANITARY SEWER
WATER METER
WATER VALVE
HYDRANT
LEED BOUNDARY
PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED STORM SEWER LINE
EDGE OF VEGETATION
W W W
SANS SANS
UGT UGT
UGE UGE UGE
M
ROUNDED ROCK RIPRAP ON NON-
WOVEN SEPARATION GEOTEXTILE
STO
BORING LOCATION
1340.5
FLOW DIRECTION AND SLOPE
SPOT ELEVATION
S SANITARY LIFT STATION
SITE EARTHWORK
CUT = 8,619 CY
FILL = 8,203 CY
NET = 416 CY CUT
TOC 1338.4
TOP OF CONCRETE WALK SPOT ELEVATION
TCRB 1338.4
TOP OF CURB SPOT ELEVATION
SANS SANS
SANITARY SEWER FORCE MAIN
P
R
O
P
E
R
N
E
N
N
E
S
O
S
L
K
E
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
G
R
A
V
R
K
I
E
R
F
L
O
W
BUILDING #1
ADMIN BUILDING &
HEATED GARAGE
N
K
S
P
R
O
P
E
R
N
E
S
N
N
E
S
O
S
L
K
E
S
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
W W W W W W W W W W W W W W W W
W
W
W
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E U
G E
U
G
E
U
G
E
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
W
W
W
W
W
W
W
W
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
HYDRANT
S
T
O
S
T
O
S
T
O
S
T
O
S
S
T
O
S
T
O
S
T
O
S
T
O
S
T
O
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.4
1339.8
1340.5
1339.7
1339.4
1338.1
1338.3
1338.3
1338.6
1338.2
1339.1
1338.8
1339.2
1339.4
1339.3
1337.8
1336.8
1335.8
1334.8
1337.8
1336.8
1335.8
1335.7
1338.7
1339.3
1338.8
1338.5
TOC 1338.9
TOC 1338.8
1338.2
TOC 1338.9
1334.3
1334.7
1334.5
1335.5
1336.5
1337.5
1337.5
1336.5
1338.5
1339.1
1339.1
1339.1
1338.5
1338.8
1339.1
1338.8
1339.8
1339.8
1339.6
1344.5
1338.5
T.O. WALL
1341.0
B.O. WALL
1339.0
T.O. WALL
1342.0
B.O. WALL
1339.0
T.O. WALL
1342.0
B.O. WALL
1339.0
T.O. WALL
1341.0
B.O. WALL
1339.0
T.O. WALL
1340.0
B.O. WALL
1339.0
T.O. WALL
1340.0
B.O. WALL
1339.0
1338.3
1338.6
1337.6
1336.6
1339.2
1339.2
1339.2
T.O. WALL
1352.0
B.O. WALL
1350.0
T.O. WALL
1352.0
B.O. WALL
1349.0
1352.4
1352.6
1351.6
1345.5
1338.8
1338.8
1338.8
1338.8
1338.8
1338.8
1338.9
TCRB
1339.7
TCRB
1339.5
TCRB
1339.6
TCRB
1339.4
TCRB
1339.5
1339.2
1340.5
RIM
1339.5
1339.2
1339.9
1339.9
1339.5
1339.9
1340.2
1339.2
1338.9
1338.8
1%
1%
3%
P
C107
1339.0
C103.3
JPG
NLB
0 20'10' 40' 60'50' 30'
1. Site survey & topography data provided by USFS - Chippewa National Forest. Contractor responsible to verify and re-establish horizontal and vertical control from existing site.
2. In Minnesota call Gopher State One. Call 48 hours before you dig. It's the law. 1-800-252-1166
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Abandon existing sanitary sewer line in place and cap both ends following removal of existing lift station.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
BASE BID ITEM #02
OPTIONAL BID ITEM #OP-10
ASPHALT BASE BID ITEM #05
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
P R
O P
E R
T Y
L
IN
E
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
P R
O P
E R
N
E
N
N
E
S
O
S
L
K
E
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
G
R
A
V
R
K
I
E
R
F
L
O
W
BUILDING #1
ADMIN BUILDING &
HEATED GARAGE
BUILDING #2
VEHICLE GARAGE
(NON-HEATED)
BUILDING #5
CREW QUARTERS
FUTURE BUILDING #6
A
N
K
S
GATE
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
1" PROPANE PIPE,
PIPING CONNECTIONS TO TANK
BY INSTALLER (SEE P110 FOR
FURTHER INTERIOR DETAILS)
G
A
S
G
A
S
G
A
S
3/4" PROPANE PIPE,
PIPING CONNECTIONS TO TANK
BY INSTALLER (SEE P110 FOR
FURTHER INTERIOR DETAILS)
FUTURE
BUILDING #3
FUTURE
BUILDING #4
SANSSANSSANSSANSSANS
S A
N
S
S A
N S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N S
S A
N
S
P R
O P
E R
T Y
L
IN
E
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
P R
O P
E R
N
E
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
PROPOSED BUILDING LOCATIONS
LEGEND:
EXISTING ELECTRICAL
EXISTING TELEPHONE LINE
W W W
SANS SANS
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
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 W W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
M
M
W
UGT UGT
UGE UGE UGE
UGT
U
G
T
U
G
T
U
G
T
U G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
W W
SANS SANS
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
UGE UGE UGE
PROPOSED UNDERGROUND ELECTRIC
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
135 L.F. 4"
PVC
SDR 35 SAN.
SERVICE
ROUNDED ROCK RIPRAP
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
M
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING HYDRANT
W
W
W
W
6x3 REDUCER
3" (RSGV)
82 L.F. 3" DIP CLASS
150 FULLY RESTRAINED
4" (C.O.)
S
A
N
S
SANITARY C.O. & 4"
SERVICE TO TREE
COOLER
1" WATER
SERVICE
U
G
E
U
G
E
S1
PROPOSED LIGHT POLE REFER TO
LUMINAIRE SCHEDULE (SHT. E600)
ELECTRICAL CONNECTION TO
PRE-MANUFACTURED FUEL STORAGE
BUILDING PRIMARY LOAD CENTER.
GAS GAS
PROPOSED UNDERGROUND PROPANE
HYDRANT
LEED BOUNDARY
H
C107.1
I
C107.1
C
C107
C
C107
SEWER MANHOLE
RE = 1344.71
IE = 1336.31 OUT NW 6" PVC
IE = 1336.40 IN E 2" HDPE
IE = 1336.36 IN SE 6" PVC
SANITARY LIFT STATION
RIM = 1340.5
IE IN=1332.9' 4" PVC
IE OUT =1330.8' 1
" HDPE
460 L.F. 1
" HDPE
SDR 9 SANITARY
FORCE MAIN
@1.4%
TYP.
C
C107
TYP.
C104
Civil Site Utility Plan
JPG
NLB
0 40'20' 80' 120'10' 60'0 40'20' 80' 120'10' 60'
1. Site survey & topography data provided by USFS - Chippewa National Forest. Contractor responsible to verify and re-establish horizontal and vertical control from existing site.
2. In Minnesota call Gopher State One. Call 48 hours before you dig. It's the law. 1-800-252-1166
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Abandon existing sanitary sewer line in place and cap both ends following removal of existing lift station.
5. Storm sewer information located on drawing C105
6. Sanitary Lift Station and Controls package (design materials) provided by Government, installed by Contractor. See addendum.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
BASE BID ITEM #02
OPTIONAL BID ITEM #OP-07 & #OP08
OPTIONAL BID ITEM #OP-10
ASPHALT BASE BID ITEM #05
O P
E R
T Y
L
IN
E
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
P R
O P
E R
N
E
S
N
N
E
S
O
S
L
K
E
P R
O P
E R
T Y
L
IN
E
P R
O P
E R
N
E
P R
O P
E R
N
E
N
N
E
S
O
S
L
K
E
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
G
R
A
V
R
K
I
E
R
F
L
O
W
BUILDING #1
ADMIN BUILDING &
HEATED GARAGE
BUILDING #3
GRADED PAD
B
U
I L
D
I
G
R
A
D
D
BUILDING #5
CREW QUARTERS
BUILDING #6
GRADED PAD
A
M
P
GATE
FLAGPOLE
P
R
O
P
E
R
N
E
BUILDING #2
VEHICLE GARAGE
(NON-HEATED)
N
K
S
SANSSANSSANSSANSSANS
S A
N
S
S A
N S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N S
S A
N
S
P R
O P
E R
T Y
L
IN
E
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
P R
O P
E R
N
E
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
PROPOSED BUILDING LOCATIONS
LEGEND:
EXISTING ELECTRICAL
EXISTING TELEPHONE LINE
W W W
SANS SANS
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
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 W W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
M
M
W
UGT UGT
UGE UGE UGE
UGT
U
G
T
U
G
T
U
G
T
U G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
W W
SANS SANS
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
UGE UGE UGE
PROPOSED UNDERGROUND ELECTRIC
U
G
E
U
G
E
U
G
E
U
G
E U
G
E
135 L.F. 4"
PVC
SDR 35 SAN.
SERVICE
ROUNDED ROCK RIPRAP
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
M
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING HYDRANT
W
W
W
W
6x3 REDUCER
3" (RSGV)
82 L.F. 3"
DIP CLASS
150 FULLY
RESTRAINED
4" (C.O.)
S
A
N
S
SANITARY C.O. & 4"
SERVICE TO TREE
COOLER
1" WATER
SERVICE
U
G
E
U
G
E
S1
PROPOSED LIGHT POLE REFER TO
LUMINAIRE SCHEDULE (SHT. E600)
ELECTRICAL CONNECTION TO
PRE-MANUFACTURED FUEL STORAGE
BUILDING PRIMARY LOAD CENTER.
G
A
S
G
A
S
G
A
S
G
A
S
GAS GAS
PROPOSED UNDERGROUND PROPANE
HYDRANT
LEED BOUNDARY
H
C107.1
I
C107.1
C
C107
C
C107
SEWER MANHOLE
RE = 1344.71
IE = 1336.31 OUT NW 6" PVC
IE = 1336.40 IN E 2" HDPE
IE = 1336.36 IN SE 6" PVC
SANITARY LIFT STATION
RIM = 1340.5
IE IN=1332.9' 4" PVC
IE OUT =1330.8' 1
" HDPE
460 L.F. 1
" HDPE
SDR 9 SANITARY
FORCE MAIN
@1.4%
TYP.
C
C107
C104.1
Overall Site Construction Plan
JPG
NLB
0 40'20' 80' 120'10' 60'0 40'20' 80' 120'10' 60'
1. Site survey & topography data provided by USFS - Chippewa National Forest. Contractor responsible to verify and re-establish horizontal and vertical control from existing site.
2. In Minnesota call Gopher State One. Call 48 hours before you dig. It's the law. 1-800-252-1166
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Abandon existing sanitary sewer line in place and cap both ends following removal of existing lift station.
5. Storm sewer information located on drawing C105
6. Sanitary Lift Station and Controls package (design materials) provided by Government, installed by Contractor. See addendum.
BASE BID ITEM #02
OPTIONAL BID ITEM #OP-07 & #OP08
OPTIONAL BID ITEM #OP-10
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
ASPHALT BASE BID ITEM #05
BUILDING #1
ADMIN BUILDING &
HEATED GARAGE
FLAGPOLE
P
R
O
P
E
R
N
K
S
P
R
O
P
E
R
N
E
W W W W W W W W W
W
W
W
W
W
W
W
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E U
G E
U G
E
U
G
E
U
G
E
F
R
V
I
C
E
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
6x3 REDUCER
82 L.F. 3"
DIP CLASS
150 FULLY RESTRAINED
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
HYDRANT
H
C107.1
C
C107
P
R
O
P
E
R
N
E
C104.2
Building #1 Site Construction Explanation
JPG
NLB
0 10'5' 20' 30'15'
1. Site survey & topography data provided by USFS - Chippewa National Forest. Contractor responsible to verify and re-establish horizontal and vertical control from existing site.
2. In Minnesota call Gopher State One. Call 48 hours before you dig. It's the law. 1-800-252-1166
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Abandon existing sanitary sewer line in place and cap both ends following removal of existing lift station.
5. Storm sewer information located on drawing C105
6. Sanitary Lift Station and Controls package (design materials) provided by Government, installed by Contractor. See addendum.
EXISTING ELECTRICAL
EXISTING TELEPHONE LINE
W W W
SANS SANS
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
UGT UGT
UGE UGE UGE
W W
SANS SANS
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
UGE UGE UGE
PROPOSED UNDERGROUND ELECTRIC
ROUNDED ROCK RIPRAP
M
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING HYDRANT
S1
PROPOSED LIGHT POLE, REFER TO
LUMINAIRE SCHEDULE (SHT. E600)
GAS GAS
PROPOSED UNDERGROUND PROPANE
LEED BOUNDARY
BID ITEM #02
OPTIONAL BID ITEM #OP-10
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
OPTIONAL PAVING ITEM #OP-11
S2
SANS
A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
SANS
SANS
SANS
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
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
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
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U G
E
U G
E
U G
E
U G
E
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
M
M
UGT
UGT
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U G
T
U G
T
U G
T
U G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
SANITARY CLEANOUT & 4"
SERVICE TO TREE COOLER
W
W
W
1" WATER
SERVICE
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
SEWER MANHOLE
RE = 1344.71
IE = 1336.31 OUT NW 6" PVC
IE = 1336.40 IN E 2" HDPE
IE = 1336.36 IN SE 6" PVC
BUILDING #3
GRADED PAD
BUILDING #5
CREW QUARTERS
A
M
GATE
N
K
C104.3
Building #5 Site Construction Explanation
JPG
NLB
0 10'5' 20' 30'15'
1. Site survey & topography data provided by USFS - Chippewa National Forest. Contractor responsible to verify and re-establish horizontal and vertical control from existing site.
2. In Minnesota call Gopher State One. Call 48 hours before you dig. It's the law. 1-800-252-1166
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Abandon existing sanitary sewer line in place and cap both ends following removal of existing lift station.
5. Storm sewer information located on drawing C105
6. Sanitary Lift Station and Controls package (design
EXISTING ELECTRICAL
EXISTING TELEPHONE LINE
W W W
SANS SANS
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
UGT UGT
UGE UGE UGE
W W
SANS SANS
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
UGE UGE UGE
PROPOSED UNDERGROUND ELECTRIC
ROUNDED ROCK RIPRAP
M
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING HYDRANT
S1
PROPOSED LIGHT POLE, REFER TO
LUMINAIRE SCHEDULE (SHT. E600)
GAS GAS
PROPOSED UNDERGROUND PROPANE
LEED BOUNDARY
OPTIONAL BID ITEM #OP08
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
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
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
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
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
T
UGT
UGT
UGT
UGT
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U G
T
U G
T
U G
T
U G
T
U G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
SANS
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
S
A
N
S
SANITARY CLEANOUT & 4"
SERVICE TO TREE COOLER
W
W
W
1" WATER
SERVICE
U
G
E
U
G
E
SEWER MANHOLE
RE = 1344.71
IE = 1336.31 OUT NW 6" PVC
IE = 1336.40 IN E 2" HDPE
IE = 1336.36 IN SE 6" PVC
S
A
N
S
S
A
N
S
BUILDING #3
GRADED PAD
BUILDING #6
GRADED PAD
A
M
P
GATE
BUILDING #2
VEHICLE GARAGE
(NON-HEATED)
C104.4
Building #2 Site Construction Explanation
JPG
NLB
0 10'5' 20' 30'15'
1. Site survey & topography data provided by USFS - Chippewa National Forest. Contractor responsible to verify and re-establish horizontal and vertical control from existing site.
2. In Minnesota call Gopher State One. Call 48 hours before you dig. It's the law. 1-800-252-1166
3. All first floor elevations (FFE) shown on civil plans are relative to USDA Forest Service site datum and are equal to FFE (100'-0") as shown on architectural floor plans.
4. Abandon existing sanitary sewer line in place and cap both ends following removal of existing lift station.
5. Storm sewer information located on drawing C105
6. Sanitary Lift Station and Controls package (design
EXISTING ELECTRICAL
EXISTING TELEPHONE LINE
W W W
SANS SANS
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
UGT UGT
UGE UGE UGE
W W
SANS SANS
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
UGE UGE UGE
PROPOSED UNDERGROUND ELECTRIC
ROUNDED ROCK RIPRAP
M
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING HYDRANT
S1
PROPOSED LIGHT POLE REFER TO
LUMINAIRE SCHEDULE (SHT. E600)
GAS GAS
PROPOSED UNDERGROUND PROPANE
LEED BOUNDARY
OPTIONAL BID ITEM #OP-07
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
O P
E R
T Y
L
IN
E
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
P R
O P
E R
N
E
N
N
E
S
O
S
L
K
E
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
10x20 DUMPSTER PAD
W/6" CURB AND (2) 4" WEEPS
G
R
A
V
R
K
I
E
R
F
L
O
W
BUILDING #1
ADMIN BUILDING &
HEATED GARAGE
BUILDING #2
VEHICLE GARAGE
(NON-HEATED)
BUILDING #5
CREW QUARTERS
FUTURE BUILDING #6
A
N
K
S
GATE
FUTURE
BUILDING #3
FUTURE
BUILDING #4
P R
O P
E R
T Y
L
IN
E
P
R
O
P
E
R
N
E
P R
O P
E R
N
E
P R
O P
E R
N
E
S
N
N
E
S
O
S
L
K
E
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
G
A
S
S T
O
S T
O
S T
O
S T
O
BENCHMARK 1
TOP OF HYDRANT
EL.=1347.40
BENCHMARK 3
EL.=1342.97
LEGEND:
STO
PROPOSED STORM SEWER LINE
67 L.F. 24" RCP
CIII @2.4%
ROUNDED ROCK RIPRAP ON NON-WOVEN
SEPARATION GEOTEXTILE
PROPOSED
CATCH BASIN #5
RIM EL.=1344.5'
INV. EL. N=1341.5'
INV. EL. W=1342.65'
BOTTOM = 1340.0'
INVERT
1328.40'
TYPE A INLET PROTECTION
STRAW WADDLE BALE CHECK
SILT FENCE
S
T
O
S
T
O
S
T
O
S
T
O
S
T
O
S
T
O
S
T
O
ST
STORM MH-1
RIM EL.=1343.2'
INV. W 1337.58'
INV. S 1339.5'
INV. N 1339.0'
BOTTOM = 1337.3'
100 L.F. 12" RCP @1.0%
ST
PROPOSED STORM SEWER MANHOLE
WITH GRATE COVER
LONG TERM EROSION CONTROL MAT
EXISTING CULVERT
TO BE REMOVED AND
DISPOSED OF
D
C105.1
C105.1
H
C105.1
F
C105.1
F
C105.1
H
C105.1
F
C105.1
H
C105.1
C105.1
LEED BOUNDARY
ST
S T
O
S T
O
S T
O
CATCH BASIN #10
RIM = 1334.3'
INV. S = 1332.0'
BOTTOM = 1329.0'
STORM MH-3
RIM EL.=1338.5
INV. N = 1330.63'
INV. E = 1333.7
INV. W = 1330.43'
BOTTOM = 1329.0'
STORM MH-2
RIM EL.=1340.2'
INV. S = 1334.60'
INV. E = 1329.63'
INV. N = 1329.43'
BOTTOM = 1328.0'
J
C107.1
J
C107.1
J
C107.1
J
C107.1
J
C107.1
J
C107.1
J
C107.1
K
C107.1
K
C107.1
K
C107.1
EL.=1342.65'
J
C107.1
H
C105.1
H
C105.1
PROPOSED CATCH BASIN
STO
STO
STO
S
T
O
CATCH BASIN #7
RIM EL.=1339.3'
INV. W = 1334.0'
BOTTOM = 1332.5'
ST
S
T
O
S
T
O
S
T
O
STO
STO
STO
C107.1
C107.1
CATCH BASIN #3
RIM EL.=1338.0'
INV. E 1331.5'
INV. N = 1337.0'
18" SUMP
CATCH BASIN #9
RIM EL.=1336.8'
INV. N = 1331.68'
INV. S = 1331.48'
BOTTOM = 1329.0'
PROPOSED
CATCH BASIN #1
RIM EL.=1343.5'
INV. EL.=1339.5'
BOTTOM=1338'
TYPE B INLET PROTECTION
H
C105.1
H
C105.1
CATCH BASIN #4
RIM EL.=1337.0'
INV. E 1330.0'
INV. W 1330.5'
18" SUMP
SPOT ELEVATION1341.0
1342.9
1342.5
CREATE DIVERSION SWALE ON TOP
OF RETAINING WALL, PITCH TO
EAST, DRAIN OFF-SITE
FLOW ARROWS
4" PERFORATED
UNDERDRAIN
4" PVC DRAIN PIPE
I
C107.1
" - 3" PERMANENT ROUND LANDSCAPE STONE
(SEE UNDERDRAIN LOCATION FOR BUILDING #1)
1338.5
1338.3
C105
Erosion Control & Stormwater Plan
JPG
NLB
0 40'20' 80' 120'10' 60'0 40'20' 80' 120'10' 60'
1. Site survey & topography data provided by USFS - Chippewa National Forest. Contractor responsible to verify and re-establish horizontal and vertical control from existing site.
2. In Minnesota call Gopher State One. Call 48 hours before you dig. It's the law. 1-800-252-1166
3. Riprap typical on storm sewer outfalls
4. Long term erosion control mat on 1.5:1 to 2.5:1 side slopes.
5. Medium term erosion control mat on slopes ranging from 2.5:1 to 3:1.
6. All other disturbed areas to receive topsoil, seed and mulch.
Plotter Scale
Date
CAD Archive No.
Checked
Drawn
Drawing Sheet No.
Project Name
Drawing Title
Sheet of
CBE Project No.
10-0014
Walker District
Administrative Complex
Chippewa National Forest Walker Ranger District
REGION NINE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
04/27/2012
Drawing Scale
No.
Date
DRAWING NOTES
REVISION 1 00/00/00
Revision/Issue
Building Name & Number
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
***NOTE***
SEE 'BID SCHEDULE' ON SHEET G101 FOR
DESCRIPTIVE NARRATIVES FOR ALL BASE BID &
OPTIONAL BID ITEMS TO BE PROVIDED WITHIN THE
SCOPE OF THIS PROJECT WORK.
REVISION 2 00/00/00
REVISION 3 00/00/00
BASE BID ITEM #02
OPTIONAL BID ITEM #OP-07 & #OP08
OPTIONAL BID ITEM #OP-10
ASPHALT BASE BID ITEM #05
INLET WITH OR WITHOUT GRATE
ATTACH GEOTEXTILE FABRIC. TYPE
FF TO THE STAKES AND CROSS
BRACING
2"x4" STAKE AND CROSS BRACING
GEOTEXTILE FABRIC-TYPE FF
INLET PROTECTION TYPE A
SEE DWG. C105
2'
GEOTEXTILE
FABRIC-TYPE FF
INLET PROTECTION TYPE B
(WITHOUT CURB BOX)
SEE DWG. C105
STRAW WATTLE EROSION CONTROL DETAILS
X
X
X
X
NOTE:
6'-0" POST SPACING ALLOWED IF A WOVEN
GEOTEXTILE IS USED
F
L
R
E
C
T
I
O
N
ATTACH THE FABRIC TO
THE POSTS WITH WIRE
STAPLES OR WOODEN LATH
AND NAILS
BACKFILL AND
COMPACT TRENCH
WITH EXCAVATED
SOIL
GEOTEXTILE FABRIC
ONLY
WOOD POSTS:
LENGTH 4'-0" MIN.,
2'-0" MIN. DEPTH IN
GROUND
NOTE:
ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED IN
UNSTABLE SOILS
F
O
X
SUPPORT CORD
OR TENSION TAPE
GEOTEXTILE
FABRIC
FLOW
M
A X
2'-0" MIN.
M
I N
HOOK METHOD
WOOD POST
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
WOOD POST
FLOW DIRECTION
WOOD POST
GEOTEXTILE
FABRIC
TWIST METHOD
WOOD POST
GEOTEXTILE
FABRIC
FLOW DIRECTION
SEE SHEET C105
SILT FENCE DETAILS
SEE SHEET C105
SILT FENCE DETAILS
H
C105.1
CAN BE INSTALLED IN ANY INLET WITHOUT A CURB BOX
F
C105.1
E
C105.1
E
C105.1
D
C105.1
DITCH TO INLET
CLEAR DRAINAGE STONE
WRAPPED WITH
SEPARATION FABRIC
GRAVEL PARKING
AREA
18.0'
24.0' GRAVEL
SEE SHEET C105
OVERFLOW PARKING AREAG
C105.1
12" SAND
SUB-BASE
6"
12"
0.5%
4" PERFORATED & WRAPPED
UNDERDRAIN BEDDED IN
CLEAR DRAINAGE STONE.
SLOPED AND CONNECTED TO
STORM MANHOLE #2
SEPARATION FABRIC
8" - 1
" AGGREGATE SURFACE COURSE,
GRADING BASE AGGREGATE DENSE
LIVE
STAKE
NOTE:
STRAW ROLL INSTALLATION REQUIRES THE
PLACEMENT AND SECURE STAKING OF THE ROLL IN
A TRENCH, 3"-5" DEEEP, DUG ON CONTOUR.
RUNOFF MUST NOT BE ALLOWED TO RUN UNDER
OR AROUND ROLL
8"-10"
DIA.
1"x1"
STAKE
SPACING DEPENDS ON
SOIL TYPE AND SLOPE
SEDIMENT, ORGANIC MATTER,
AND NATIVE SEEDS ARE
CAPTURE…
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