ATT3 2022-HM-CADILLAC-MANISTEE FIRE OPERATIONS CENTER-CD FINAL SUBMISSION v.02.pdf
PDF 23 MB Posted
- Attached to
- Huron Manistee NF Construct Cadillac-Manistee Fire Ops Center Federal contract opportunity
- Solicitation number
- 12445523R0018
- Issued by
- Department of Agriculture Forest Service
About this file
This federal contract opportunity solicitation seeks proposals to construct a fire operations center in Cadillac-Manistee, Michigan. The Department of Agriculture Forest Service intends to award a single-award firm fixed-price contract for building a warehouse structure located at 1170 Nursery Road in Wellston, Michigan, approximately 30 miles west of the intersection of M-37 and M-55. The project is expected to start before August 1, 2023. The solicitation number is 12445523R0018 and was issued to conduct the acquisition and source selection process in accordance with Federal Acquisition Regulation Parts 15 and 36.
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
CADILLAC-MANISTEE
FROM SUPERVIOR'S OFFICE IN CADILLAC MI, HEAD NORTH ON US-131. TURN LEFT ONTO PEARL STREET AFTER .3
MILES. TURN LEFT ONTO SUNNYSIDE DRIVE AFTER .7 MILES. TURN RIGHT ONTO M-115 W/E MICHIGAN 55 W AFTER
2 MILES. TURN ONTO SUNNYSIDE DRIVE AFTER .3 MILES. TURN LEFT AT THE FIRST CROSS STREET ONTO E.
MICHIGAN 55 W AFTER .2 MILES. TTURN LEFT AFTER 24.5 MILES ONTO NURSERY ROAD TO 1070 NURSERY ROAD -
CHITTENDEN NURSERY.
FIRE AND OPERATIONS CENTER
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR
DATE
RO FACILITIES PROGRAM MANAGER DATE
/21
/22
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MICHIGAN
MANISTEE COUNTY
EASTERN REGION
HURON-MANISTEE NATIONAL FOREST
CADILLAC-MANISTEE RANGER DISTRICT
CHITTENDEN NURSERY
1070 NURSERY ROAD
WELLSTON, MI 49689
INDEX OF SHEETS
SHEET SHEET TITLE SHEET NUMBER
G0-01 COVER SHEET 1 OF 60
C0-01 SITE NOTES & DETAILS 2 OF 60
C1-01 SITE PLAN 3 OF 60
C1-02 GEOMETRIC LAYOUT PLAN 4 OF 60
C1-15 SEPTIC SITE PLAN 5 OF 60
C1-16 SEPTIC DRAIN FIELD AND SEPTIC TANK 6 OF 60
C5-17 SEPTIC & WATER SYSTEM DETAILS 7 OF 60
L1-01 PLANTING PLAN 8 OF 60
L1-02 SITE DETAILS 9 OF 60
L1-03 PLANTING DETAILS 10 OF 60
A1-01 FLOOR PLAN 11 OF 60
A1-02 REFLECTED CEILING PLAN 12 OF 60
A1-03 ROOF PLAN 13 OF 60
A2-01 EXTERIOR ELEVATIONS 14 OF 60
A3-01 BUILDING SECTION 15 OF 60
A3-02 BUILDING SECTION 16 OF 60
A4-01 WALL SECTIONS 17 OF 60
A4-02 ENLARGED DETAILS 18 OF 60
A4-03 INTERIOR ELEVATIONS 19 OF 60
A4-04 INTERIOR ELEVATIONS 20 OF 60
A4-05 INTERIOR SIGNS ELEVATIONS 21 OF 60
A5-01 ROOF DETAILS 22 OF 60
A5-02 DETAILS 23 OF 60
A5-03 HEAD JAMB SILL DETAILS 24 OF 60
A5-04 ENTRANCE CANOPY DETAILS 25 OF 60
A6-01 ROOM FINISH, DOOR, & WINDOW SCHEDULE 26 OF 60
S0-01 STRUCTURAL NOTES 27 OF 60
S1-01 FOUNDATION PLAN 28 OF 60
S1-02 ROOF FRAMING PLAN 29 OF 60
S2-01 WALL FRAMING ELEVATIONS 30 OF 60
S2-02 WALL FRAMING ELEVATIONS 31 OF 60
S2-03 WALL FRAMING ELEVATIONS 32 OF 60
S5-01 FOUNDATION DETAILS 33 OF 60
S5-02 FRAMING DETAILS 34 OF 60
H1-01 FIRST FLOOR HVAC PLAN 35 OF 60
H4-01 MECHANICAL ROOM ENLARGED PLAN 36 OF 60
H5-01 HVAC DETAILS 37 OF 60
H5-02 HVAC DETAILS 38 OF 60
H6-01 HVAC SCHEDULES 39 OF 60
H6-02 HVAC SCHEDULES 40 OF 60
P0-00 UNDERGROUND PLUMBING PLAN 41 OF 60
P1-01 PLUMBING PLAN 42 OF 60
P5-01 PLUMBING DETAILS 43 OF 60
P6-01 PLUMBING SCHEDULES 44 OF 60
E0-01 ELECTRICAL SYMBOL LEGEND,
ABBREVIATIONS & GENERAL NOTES 45 OF 60
E1-01 ELECTRICAL SITE PLAN 46 OF 60
E1-02 SITE LIGHTING PHOTOMETRICS 47 OF 60
E1-03 LIGHTING PLAN 48 OF 60
E1-04 EMERGENCY LIGHTING PHOTOMETRICS 49 OF 60
E1-05 POWER AND SYSTEMS PLAN 50 OF 60
E5-01 ELECTRICAL DETAILS 51 OF 60
E6-01 ELECTRICAL ONE-LINE DIAGRAM 52 OF 60
E6-02 ELECTRICAL SCHEDULES 53 OF 60
TC1-01 CABLING LEGENDS, SCHEDULES, & DETAILS 54 OF 60
TC1-02 CABLING DETAILS 55 OF 60
TC1-03 CABLING CONNECTIVITY CODES & RACK LAYOUT 56 OF 60
TC2-01 CABLING FLOOR PLAN 57 OF 60
TR1-01 RACEWAY LEGENDS, SCHEDULES, & DETAILS 58 OF 60
TR1-02 RACEWAY DETAILS 59 OF 60
TR2-01 RACEWAY FLOOR PLAN 60 OF 60
ALTERNATE BID ITEM
AA1-01 FLOOR PLAN (4,920 SF) 01 OF 02
AA2-01 EXTERIOR ELEVATIONS 02 OF 02
1. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL
EXISTING SITE CONDITIONS PRIOR TO THE START OF
WORK.
2. CONTRACTOR SHALL OBTAIN ALL NECESSARY
APPROVALS & PERMITS PRIOR TO BEGINNING WORK.
3. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO
CONSTRUCTION. COR SHALL BE NOTIFIED OF ANY
DISCREPANCIES. FIELD ADJUSTMENTS MUST BE
APPROVED BY THECOR PRIOR TO CONSTRUCTION.
4. ALL LINES & DIMENSIONS ARE PARALLEL OR
PERPENDICULAR TO THE LINES FROM WHICH THEY
ARE MEASURED UNLESS OTHERWISE INDICATED.
5. STORAGE AREA FOR CONTRACTOR'S EQUIPMENT &
MATERIAL SHALL BE WITHIN THE LIMITS OF
CONSTRUCTION.
6. SITE WILL BE CLOSED TO THE PUBLIC DURING
CONSTRUCTION.
7. ALL EXISTING UTILITIES ARE SHOWN IN THEIR
RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE
FOR VERIFYING THE VERTICAL & HORIZONTAL
POSITION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
8. AT ALL LOCATIONS WHERE EXISTING CONCRETE
PAVEMENT OR ASPHALT PAVEMENT ABUT NEW
CONSTRUCTION, THE EDGE OF EXISTING PAVEMENT
SHALL BE CUT TO A CLEAN EDGE W/
A FLUSH TRANSITION.
9. CONTRACTOR IS RESPONSIBLE TO REPAIR OR
REPLACE ALL ITEMS DAMAGED OUTSIDE OF THE
CONSTRUCTION LIMITS, OR ANY DISTURBANCE ON
THE SITE WHICH IS NOT PART OF THE IDENTIFIED
WORK CONTRACT.
10. BLEND ALL WORK OF THIS CONTRACT SMOOTHLY
INTO EXISTING CONDITIONS AT THE CONSTRUCTION
LIMITS.
11. CONTRACTOR SHALL MAINTAIN PROPER SIGNS,
BARRICADES, & FENCES TO PROPERLY PROTECT THE
WORK, EQUIPMENT, PERSONS, & PROPERTY FROM
DAMAGE.
12. MANUFACTURED ITEMS SHALL BE INSTALLED,
CONNECTED, & CLEANED ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS.
13. PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL
REMOVE ALL DEBRIS & EXCESS MATERIALS FROM
SITE; ALSO, ANY DAMAGE TO FIELD OR FACTORY
APPLIED FINISHES SHALL BE REPAIRED.
MAXIMUM WALKWAY SLOPE SHALL NOT EXCEED 5%
ACCESSIBLE PARKING SPACES SHALL BE AS SHOWN ON
PLANS
ACCESSIBLE ROUTES MUST BE IN THE SAME AREA AS THE
GENERAL CIRCULATION PATH
1. THE LOCATION OF UNDERGROUND UTILITIES (IF
ANY) SHOWN ON THE PLANS ARE FOR
INFORMATION ONLY, & ALL UTILITIES MAY NOT BE
SHOWN. THE CONTRACTOR SHALL CONTACT THE
PROPER LOCAL AUTHORITIES OR RESPECTIVE
UTILITY COMPANY HAVING JURISDICTION TO
CONFIRM THE LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK. ANY
COSTS INCURRED BY THE CONTRACTOR DUE TO
FAILURE TO CONTACT THE PROPER AUTHORITIES
SHALL BECOME THE RESPONSIBILITY OF THE
CONTRACTOR.
2. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN
THE FIELD & REPORT ANY DISCREPANCIES
BETWEEN PLANS & ACTUAL CONDITIONS TO THE
COR.
3. CONTRACTOR SHALL VERIFY PROPOSED GRADES
PRIOR TO CONSTRUCTION & REPORT ANY
DISCREPANCIES TO THE COR.
4. ALL POINTS OF CONSTRUCTION EGRESS OR
INGRESS SHALL BE MAINTAINED TO PREVENT
TRACKING OR FLOWING OF SEDIMENT OR DEBRIS
ONTO PUBLIC ROADS.
5. SEDIMENT FILTER SOCK SHALL BE INSTALLED
APPROXIMATELY 5' TO 10' WITHIN THE
CONSTRUCTION LIMITS, AS APPROVED BY THE
C.O.R.
6. CONTRACTOR SHALL STRIP & STOCKPILE EXISTING
TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING
BEFORE COMMENCING EXCAVATION & GRADING
OPERATIONS. LOAM OR TOPSOIL SHALL NOT BE
REMOVED FROM SITE. ANY EXCESS OF LOAM
ENCOUNTERED WILL BE USED ON-SITE IN AREAS
DESIGNATED BY THE C.O.R.
7. CONTRACTOR SHALL BLEND ALL NEW EARTHWORK
INTO EXISTING GRADES AT LIMITS OF GRADING
WORK. PROVIDE SMOOTH, ROUNDED TRANSITIONS
AT ALL TOP& BOTTOM OF SLOPES.
8. PITCH EVENLY BETWEEN SPOT GRADES. ALL
PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM
SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. ANY
DISCREPANCIES NOT ALLOWING THIS TO OCCUR
SHALL BE REPORTED TO THE C.O.R. PRIOR TO
CONTINUING WORK.
9. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS
DISTURBED SHALL BE RESTORED TO ITS ORIGINAL
CONDITION AT NO COST TO THE USFS.
10. EXCAVATION REQUIRED WITHIN 3 FEET OF
EXISTING UTILITY LINES SHALL BE DONE BY HAND;
DO NOT EXCAVATE SOIL W/ MACHINERY.
CONTRACTOR SHALL REPAIR ANY DAMAGE TO
EXISTING UTILITY LINES OR STRUCTURES
INCURRED DURING CONSTRUCTION OPERATIONS
AT NO ADDITIONAL COST TO THE
USFS.
11. EXCESS CUT SUITABLE FOR SELECT BORROW
SHALL BE CONSERVED AND USED AS
FILL OR SUB-BASE PAVING IN AREAS WHERE
MATERIAL IS NEEDED.
12. CONTRACTOR SHALL NOTIFY COR WHEN ROUGH
GRADING IS COMPLETE. FINISH GRADES SHALL BE
ADJUSTED INFIELD, WHEN NECESSARY, BY
APPROVAL OF THE COR.
13. GRADING SHALL INCLUDE UTILITY EXCAVATION &
STOCKPILING OF ANY ORGANIC TOPSOIL & ANY
SUITABLE MATERIALS ABOVE THE FINISHED
ELEVATIONS SHOWN ON THE DRAWINGS. THESE
MATERIALS TO BE STOCKPILED SEPARATELY &
PROTECTED FROM EROSION.
14. WHEN EXCAVATING & FILLING IN TREE AREAS, USE
EXTREME CAUTION TO PROTECT ROOT SYSTEMS
OF TREES NOT INDICATED TO BE REMOVED. IF,
IN ORDER TO PERFORM EXCAVATION WORK, IT
BECOMES NECESSARY TO CUT ROOTS OF PLANTS
TO BE SAVED, SUCH ROOTS SHOULD BE CUT
NEATLY.
15. PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR
SHALL REMOVE ALL DEBRIS & EXCESS MATERIALS
FROM SITE.
16. DURING GRADING OPERATIONS, DRAINAGE OF THE
SITE & ADJACENT AREAS SHALL BE MAINTAINED
CONTINUOUSLY TO PREVENT EROSION OR OTHER
DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT
DRAINAGE OR OTHER EXISTING UTILITIES, PROVIDE
TEMPORARY FACILITIES UNTIL PERMANENT WORK
IS COMPLETED.
17. THE COLOR OF STONE FOR RIPRAP SHALL BE
EITHER EARTH TONES OR MEDIUM TO DARK GRAY
AND SHALL BE APPROVED BY THE C.O.R. PRIOR TO
PLACEMENT. WHITE STONE IS NOT ACCEPTABLE.
1. ALL SOIL MOVING EQUIPMENT SHALL BE
THOROUGHLY CLEANED TO MAKE IT FREE OF SOIL,
NON-NATIVE INVASIVE SPECIES OR OTHER DEBRIS
THAT COULD CONTAIN OR HOLD SEEDS PRIOR TO
BEING DELIVERED TO PROJECT SITE. EQUIPMENT
SHALL BE CONSIDERED FREE OF NON-NATIVE OR
INVASIVE SPECIES AND OTHER SUCH DEBRIS
WHEN A VISUAL INSPECTION BY THE C.O.R.,
COMPLETED PRIOR TO THE EQUIPMENT BEING
MOVED TO THE SITE DOES NOT DISCLOSE
MATERIAL PRESENT. A CURRENT LIST OF
NON-NATIVE INVASIVE SPECIES OF CONCERN TO
THE USFS IS AVAILABLE AT THE HURON-MANISTEE
NATIONAL FOREST SUPERVISOR'S OFFICE
FOREST, 1755 S. MITCHELL ST., CADILLAC, MI 49601
2. PRIOR TO COMMENCING EARTHWORK
OPERATIONS, ALL EXISTING ROADWAYS, DRIVES,
STRUCTURES, TOPSOIL, EXISTING TREES
(INCLUDING THEIR ENTIRE ROOT MASS),
VEGETATION, & OTHER MISC. MATERIALS SHALL BE
COMPLETELY REMOVED FROM BENEATH THE
PROPOSED BUILDING, ENTRANCE DRIVE, PARKING
AREAS, LOADING & UNLOADING AREA, AND PATHS.
3. AFTER THE PROPOSED SUBGRADE SOIL HAS BEEN
EXPOSED & PRIOR TO THE PLACEMENT OF ANY
NEW FILL TO ATTAIN THE DESIRED SUBGRADE
ELEVATION, THE EXPOSED SUBGRADE SHALL BE
PROOFROLLED IN ACCORDANCE WITH THE FHWA
FP-14,STANDARD SPECIFICATIONS FOR
CONSTRUCTION OF ROADS AND BRIDGES ON
FEDERAL HIGHWAY PROJECTS, SEE 204.09(a).
4. IF SOFT, WET, OR WEAK SOILS ARE FOUND,
CONTACT THE C.O.R. IMMEDIATELY FOR PROPOSED
REMEDIATION.
5. MINIMIZE CONSTRUCTION TRAFFIC ONCE THE
REQUIRED SUBSURFACE ELEVATIONS HAVE BEEN
ATTAINED.
6. IF SIGNIFICANT SUBGRADE DISTRESS IS EVIDENT
DURING PROOFROLLING OPERATIONS AT THE SITE
ENTRY AND EXIT ROAD, CONTACT THE C.O.R.
IMMEDIATELY FOR PROPOSED REMEDIATION.
7. NEW FILL SHOULD CONSIST OF CLEAN, INORGANIC
SOIL FREE OF ANY MISC. MATERIALS, COBBLES, &
BOULDERS AND SHOULD BE PLACED IN UNIFORM,
THIN LIFTS (MAXIMUM 8-INCH THICK) &
COMPACTED.
VARIES
AS REQUIRED.
1:3*
VARIES
INSTALL SILT FENCE
AT TOE OF SLOPE
L
C
R O
A D
0.02 ft.
/ft.
0.02 ft./ft.
MATCH EXIST.
VARIES
MATCH EXIST.
VARIESVARIES VARIES
ALL DISTURBED AREAS.
SEED & MULCH
SURFACING, MDOT 23A OR EQUAL
6" CRUSHED AGGREGATE
POINT REFERENCED
ON PROFILE
TYPICAL GRAVEL PAVEMENT / ROAD & PARKING AREAS
6" CRUSHED AGGREGATE MDOT 23A:
COMPACT TO 95% MOD. PROCTOR,
TYP.
DENSE GRADED SAND &
GRAVEL SUBBASE, TYPE E
COMPACT TO 95% MOD.
PROCTOR, TYP.
SUB-GRADE: IN SITU SAND GRADE
TO ELEVATION, COMPACT
TO 90% STD PROCTOR, TYP.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/14
/22
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EASTERN REGION
CADILLAC-
MANISTEE FIRE
OPERATIONS
CENTER
HURON MANISTEE
NATIONAL FOREST
MANISTEE RANGER DISTRICT
SITE NOTES
DETAILS
11/14/2022
M.BIGELOW
M.BIGELOW
X.XXX
C0-01 02 61
11/18/2022 090403-ABL2022-0002-C002
FINAL SUBMISSION 11/18/2022
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GENERAL LAYOUT NOTES:
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ARCHITECTURAL BARRIERS ACT
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ACCESSIBILITY STANDARDS (ABAAG)
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SEED MIX
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GRADING NOTES:
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EARTHWORK:
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TYPICAL CROWN
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%%UTYPICAL ROAD CROSS SECTION
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SEE GRADING PLAN FOR CROSS PITCH, TYP.
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AutoCAD SHX Text E setup 1
99.45 setup 2
98.04
SETUP 3
97.94
BM
100.00
TP
97.76
FF Elevation - 101.5'
93.50
99.69
99.63
99.88
99.79
99.54
99.37
99.40
100.64
100.39
98.88
98.28
98.21
S
18' x 40' DRAIN FIELD
TOP OF STONE
DIMENSIONS
RESERVE AREA FOR
FUTURE SEPTIC
101.35
101.34
101.08
97.91
97.38
97.12
PROPOSED LOCATION
OF PROPANE TANK
NOTE: FF ELEVATION 101.5' SHEET C1-01
BASED ON LOCAL BM 100 @ 100.00'. FF
100' SHOWN ON A AND S SHEETS = 101.5'
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/14
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EASTERN REGION
CADILLAC-
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HURON MANISTEE
NATIONAL FOREST
MANISTEE RANGER DISTRICT
SITE PLAN
11/14/2022
M.BIGELOW
M.BIGELOW
X.XXX
C1-01 03 61
11/18/2022 090403-ABL2022-0002-C103
FINAL SUBMISSION 11/18/2022
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L5-01
L5-01
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/31
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EASTERN REGION
CADILLAC-
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OPERATIONS
CENTER
HURON MANISTEE
NATIONAL FOREST
MANISTEE RANGER DISTRICT
GEOMETRIC
LAYOUT/SITE PLAN
11/18/2022 090403-ABL2022-0002-C1004
M.BROWN
M.BROWN
D.DEAN
C1-02 4 67
Feet
0 20 40
ALIGNMENT: EMPLOYEE PARKING
Description:
Tangent Data
Description PT Station Northing Easting
Start: 0+00.000 5019.234 4643.092
End: 0+37.290 4982.051 4640.264
Tangent Data
Parameter Value Parameter Value
Length: 37.290 Course: S 04° 20' 56.8815" W
Curve Point Data
Description Station Northing Easting
PC: 0+37.290 4982.051 4640.264
RP: 4983.795 4617.330
PT: 0+73.419 4960.861 4615.586
Circular Curve Data
Parameter Value Parameter Value
Delta: 90° 00' 00.0000" Type: RIGHT
Radius: 23.000 DOC: 249° 06' 43.5130"
Length: 36.128 Tangent: 23.000
Mid-Ord: 6.737 External: 9.527
Chord: 32.527 Course: S 49° 20' 56.8815" W
Tangent Data
Description PT Station Northing Easting
Start: 0+73.419 4960.861 4615.586
End: 1+40.576 4965.954 4548.623
Tangent Data
Parameter Value Parameter Value
Length: 67.157 Course: N 85° 39' 03.1185" W
Curve Point Data
Description Station Northing Easting
PC: 1+40.576 4965.954 4548.623
RP: 4988.888 4550.367
PT: 1+76.813 4990.741 4527.442
Circular Curve Data
Parameter Value Parameter Value
Delta: 90° 16' 21.0351" Type: RIGHT
Radius: 23.000 DOC: 249° 06' 43.5130"
Length: 36.238 Tangent: 23.110
Mid-Ord: 6.775 External: 9.605
Chord: 32.604 Course: N 40° 30' 52.6009" W
Tangent Data
Description PT Station Northing Easting
Start: 1+76.813 4990.741 4527.442
End: 2+13.940 5027.747 4530.433
Tangent Data
Parameter Value Parameter Value
Length: 37.126 Course: N 04° 37' 17.9166" E
Alignment: Garage Entrance Road
Description:
Tangent Data
Description PT Station Northing Easting
Start: 0+00.000 5005.381 4825.245
End: 2+87.315 4718.904 4803.310
Tangent Data
Parameter Value Parameter Value
Length: 287.315 Course: S 04° 22' 42.2881" W
Alignment: Garage Exit
Description:
Tangent Data
Description PT Station Northing Easting
Start: 0+00.000 5013.197 4722.467
End: 0+97.052 4916.425 4715.107
Tangent Data
Parameter Value Parameter Value
Length: 97.052 Course: S 04° 20' 56.8815" W
ALIGNMENT: GARAGE ENTRANCE ROAD
Description:
Tangent Data
Description PT Station Northing Easting
Start: 0+00.000 5005.381 4825.245
End: 2+87.315 4718.904 4803.310
Tangent Data
Parameter Value Parameter Value
Length: 287.315 Course: S 04° 22' 42.2881" W
ALIGNMENT: GARAGE EXIT
Description:
Tangent Data
Description PT Station Northing Easting
Start: 0+00.000 5013.197 4722.467
End: 0+97.052 4916.425 4715.107
Tangent Data
Parameter Value Parameter Value
Length: 97.052 Course: S 04° 20' 56.8815" W
ALIGNMENT: MAIN ACCESS ROAD
Description:
Tangent Data
Description PT Station Northing Easting
Start: 0+00.000 4991.710 5004.991
End: 4+87.533 5028.682 4518.862
Tangent Data
Parameter Value Parameter Value
Length: 487.533 Course: N 85° 39' 03.1185" W
1 FINAL SUBMISSION1 11/18/2022
NOTES:
1. MAIN ACCESS ROAD TO BE CONSTRUCTED BY OTHERS PRIOR
TO CONSTRUCTION OF FIRE OPERATIONS CENTER.
2. ITEMS DETAILED ON SHEET L5-01 TO BE CONSIDERED UNDER
OPTIONAL BID ITEM 09.
3. EMPLOYEE PARKING (N.I.C.)
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SPOT ELEVATION
97.00
SPOT ELEVATION
96.92
SPOT ELEVATION
97.77
SPOT ELEVATION
97.56
SPOT ELEVATION
97.16
SPOT ELEVATION
96.95
SPOT ELEVATION
96.99
SPOT ELEVATION
97.50
SPOT ELEVATION
97.56
SPOT ELEVATION
97.68
SPOT ELEVATION
97.86
SPOT ELEVATION
97.82
SPOT ELEVATION
97.60
SPOT ELEVATION
97.89
SPOT ELEVATION
97.83
SPOT ELEVATION
97.33
SOIL BORING 1
97.40
SOIL BORING 2
97.52
SOIL BORING 3
97.36
NEW POTABLE WATER
WELL, STATE OF MI TYPE
III - SEE WELL DETAIL
W
W
W
W
W
W
W
W
40' +/- 2.5" Ø HDPE
POTABLE WATER
LINE TO
MECHANICAL
ROOM
E
E
E
2" PVC CONDUIT FOR
NEW ELECTRIC CIRCUIT
FROM WELL TO
MECHANICAL ROOM
S
S
S
S
S
18' x 40' DRAIN FIELD
TOP OF STONE
DIMENSIONS
NEW 1250 GALLON
SEPTIC TANK
A
B
C
D
RESERVE AREA FOR
FUTURE SEPTIC
F
E
MEASUREMENTS FOR
LOCATING NEW WATER & WASTEWATER
STRUCTURES
POINT 1-4 ARE CORNERS OF BUILDING
LINE DISTANCE
A-1 84.07'
A-2 163.49'
B-1 88.96'
B-2 158.20'
C-1 53.75'
C-2 119.78'
D-1 45.20'
D-2 126.68'
E-1 38.69'
E-2 115.06'
F-1 42.20'
F-2 112.55'
WELL-3 86.15'
WELL-4 35.64'
.4
EDGE OF
PAVEMENT
45° ELBOW
INSTALL CLEANOUT 5' FROM
BUILDING FACE-SEE DETAIL
NEW 10' OF 4" SCH 40
PVC SEWER PIPE AT 2%
SLOPE DOWN TOWARDS
DRAIN FIELD
NEW 45' OF 4" SCH 40 PVC SEWER PIPE AT 2%
SLOPE DOWN TOWARDS SEPTIC TANK. MAKE
CONNECTION TO BUILDING SEWER STUB INVERT
ELEVATION 96.50' WITH PROPER FITTING.
EXISTING GRASSY AREA
EXISTING GRASSY AREA
· DISTANCE WELL TO NEAREST SEPTIC TANK POINT=
124' > THAN REQUIRED 50'.
· DISTANCE WELL TO NEAREST SEPTIC FIELD POINT =
136' > THAN REQUIRED 50'.
· ELEVATION OF BUILDING FINISHED FLOOR (FF) = 101.50'
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/10
/22
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EASTERN REGION
CADILLAC-
MANISTEE FIRE
OPERATIONS
CENTER
HURON-MANISTEE
NATIONAL FOREST
CADILLAC-MANISTEE RANGER
DISTRICT
SEPTIC SITE PLAN
8-3-2022 090403-ABL2022-0002-C0001
R.SUTTON
R.SUTTON
D.MATTEI
C1-15 5 67
Feet
0 10 20
SCALE 1" = 10'
11/18/2022
FINAL SUBMISSION 11/18/2022
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NOTE 1250 GALLON SEPTIC TANK SIZE DRAWN AS 6' WIDE X 8' LONG X
5'-7" HIGH WITH INLET INVERT BEING 55" FROM OUTSIDE BOTTOM OF
TANK. OUTLET INVERT 2" BELOW INLET INVERT. TANK DIMENSIONS
MAY VARY - FIELD ADJUST, BUT KEEP PIPE SLOPES AT 2%.
10' OF 4" SCH 40
PVC AT 2% SLOPE
ALL DRAIN FIELD
PIPE LAID LEVEL
WITH INVERTS AT
95.23'
40.0'
1.5' 1.5'
40' X 18', 6A DRAIN
ROCK TOP FOOTPRINT
6 EACH 37' LONG 4" PVC-DS 2 HOLE PERFORATION LATERAL
PIPES LAID LEVEL WITH 5/8" DIA PERFORATIONS AT 5" O.C.
LAID AT 4 & 8 O'CLOCK POSITION WITH PIPE LETTERING AT 12
O'CLOCK. ALL JOINTS TO BE GLUED.
4" PVC-DS PIPE
NON-PERFORATED HEADER
4" PVC-DS PIPE
NON-PERFORATED FOOTER
1 OF 4 OBSERVATION
PORTS - SEE DETAIL
ELBOWS AND TEES AS REQUIRED.
ALL JOINTS ARE TO BE GLUED.
PLAN VIEW OF DRAIN FIELD AND SEPTIC TANK - SCALE 5/16" = 1'
A
A
EFFLUENT FILTER
OUTLET INVERT
95.43' TO FIELD
4" SCH 40 PVC
AT 2% SLOPE
FROM BLDG
6"
INLET INVERT
95.60' FROM BLDG.
30" Ø RISER AND LID.
EXTEND RISER SO LID IS
4" ABOVE FINISHED
GRADE & INCLUDE
CONCRETE TANK LID -
SEE SPECIFICATIONS
· DESIGN FLOW BASED ON:
MEETINGS 41 PEOPLE X 5 GAL/PERSON = 205 GPD
SHOWERS 8 PEOPLE X 15 GAL/PERSON/SHOWER = 120 GPD
10 PERSONS FOR A FULL 8 HOUR SHIFT X 18 GPD = 180 GPD
1 CLOTHES WASHER CYCLE PER DAY X 20 GAL/CYCLE = 20 GPD
· DESIGN FLOW DETERMINED TO BE 525 GPD BASED ON CURRENT
EXPECTED USE. THIS WAS INCREASED BY ~40% DUE TO
POSSIBLE FUTURE INCREASE IN USE THAT IS NOT FORESEEN.
THEREFORE THE DESIGN FLOW OF THIS SYSTEM IS 720 GPD.
· ALLOWABLE LOADING RATE IS 1.0 GPD/SFT BASED ON COARSE TO
MEDIUM SAND BELOW THE DRAIN STONE & IS ALLOWABLE FOR A
BED DESIGN THAT IS LESS THAN 1000 GPD PER MI CRITERIA FOR
SUBSURFACE SEWAGE DISPOSAL
· DESIGN OF COMPONENTS PER THE MI DISTRICT HEALTH
DEPARTMENT #10 SANITARY CODE..
B B
CENTER
EFFLUENT FILTER
IN RISER - SEE
SPECIFICATIONS
LIQUID LEVEL (LL)
EXTEND INLET BAFFLE 12" BELOW LL
& 8" ABOVE LL USING SANITARY
SWEEP T AND 4" SCH 40 PVC PIPE -
GLUE ALL JOINTS. CENTER OF
BAFFLE SHALL BE 6" FROM EDGE OF
TANK OPENING.
1250 GAL SEPTIC TANK SECTION B-B - SCALE 3/8" = 1'
INLET INVERT = 95.60'
OUTLET FOR EFFLUENT FILTER
2" (0.17') BELOW INLET INVERT
OUTLET INVERT = 95.43'
TANK BEDDING SHALL CONSIST OF NATURAL INSITU SAND - NO
BEDDING STONE REQUIRED.
WATER TABLE OBSERVED AT APPROXIMATELY 90.7' +/-
FINISHED GRADE = 97.50'
EXISTING GRADE = 97.5'+/-
30" Ø RISER AND LID.
EXTEND RISER SO
TOP OF LID IS 4"
ABOVE FINISHED
GRADE & INCLUDE
CONCRETE TANK LID
- SEE
SPECIFICATIONS
CROSS SECTION A-A OF DRAIN FIELD - SCALE 3/8" = 1'
20'
18'
EXISTING GRADE ~97.4'
BOTTOM OF 6A STONE = 94.73'
INVERT OF ALL PIPE = 95.23'
TOP OF 6A STONE = 95.73'
FINISHED GRADE 97.5'
TOP OF BACKFILL/BOTTOM
OF TOPSOIL = 97.0'
GEOTEXTILE FABRIC
OVER TOP AND ALL
SIDES OF STONE
1.5' 3' 3' 3' 3' 1.5'
SALVAGED TOPSOIL
BACKFILL - CLEAN
EXCAVATED SOIL
4" PVC
PERFORATED
LATERALS
3'
8'
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/10
/22
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EASTERN REGION
CADILLAC -
MANISTEE FIRE
OPERATIONS
CENTER
HURON-MANISTEE
NATIONAL FOREST
CADILLAC-MANISTEE RANGER
DISTRICT
SEPTIC DRAIN FIELD
AND SEPTIC TANK
8-3-2022 090403-ABL2022-0002-C0001
R.SUTTON
R.SUTTON
D.MATTEI
C1-16 6 6760
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PIPE
BEDDING-SAND FROM SITE
CAN BE USED
BACKFILL-CLEAN SOIL FROM
SITE CAN BE USED
MARKER TAPE WITH
WORDS "CAUTION SEWER LINE
BURIED BELOW"
FINISHED GRADE
4" TOP SOIL
1'-6"
M
I N
V A
R I E
S
M
I N
B U
D
P
T H
D E
P E
N D
I N
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O
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P I P
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N
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E
S
P E
C I F
I C
R E
Q
L E
V A
T I O
N S
A
W I N
G S
TYPICAL TRENCH - SEWER LINE
4" DIA PLUG - THREADED
4" PVC
SCH 40 PIPE
WYE
V A
R I E
S
FLOW
SEWER LINE
GRAVITY SEWER CLEANOUT - NTS
5' TO BUILDING FACE
TOPSOIL, 6" MIN
NATIVE BACKFILL
OVER DRAIN ROCK
4" PVC THREADED
PLUG IN 4" PVC
SCH 40 PIPE FROM
DRAIN & SEWER
FITTING
V A
R I E
S
M I N
I M
U M
4" PVC GLUED TEE IN
HEADER/FOOTER PIPE
OBSERVATION PORT DETAIL
PLUMBED INTO PIPING - NTS
DRAIN ROCK
GEOTEXTILE FABRIC W/ STAINLESS
STEEL HOSE CLAMP SECURING
FABRIC AROUND VERTICAL PIPE
SCH 40 PVC TO DRAIN
& SEWER FITTING
WATER PIPE
BEDDING-SAND FROM SITE
CAN BE USED
#12 TRACER WIRE TAPED 3'
INTERVALS ON TOP OF PIPE
BACKFILL-CLEAN SOIL
FROM SITE CAN BE USED
MARKER TAPE WITH
WORDS "CAUTION WATER LINE
BURIED BELOW"
FINISHED GRADE
4" TOP SOIL
1'-6"
M
I N
M
I N
I M
U M
U R
Y
D
E P
T H
TYPICAL TRENCH -
WATER LINE
ELECTRICAL TRENCH DETAIL
WELL TO BUILDING
FINISHED GRADE
4" TOP SOIL
MARKER TAPE WITH WORDS
"CAUTION ELECTRIC LINE
BURIED BELOW
BACKFILL
ELECTRICAL CABLE
IN CONDUIT
6" MIN
FINISHED GRADE
5" DIA PVC CERTA LOC OR
APPROVED EQUAL WELL CASING
WITH ESTIMATED LENGTH = 95'
PROVIDE PITLESS UNIT
PROVIDE STATE APPROVED
WATERTIGHT CAP WITH
SCREENED AIR VENT
ADJUSTING ROD FOR PITLESS
PULL COUPLING
SCH 40 PVC CONDUIT THREADED INTO
WELL CAP AND PLUGGED WITH PROPER
CABLE SEALS OR PLUMBERS PUTTY
CHECK VALVE & TORQUE
ARRESTOR/CENTRALIZER
TO BE PLACED DIRECTLY
ABOVE THE PUMP
2.5" DIA SCH 40 GIP DROP PIPE
TO THE PITLESS ADAPTER
GROUT ALL CASING
AS PER STATE CODE
WELL & SUBMERSIBLE PUMP DETAIL
NTS
NEW VFD 5 HP PUMP SET AT
APPROXIMATELY 80'. THIS WILL BE
DETERMINED BY A PUMP TEST AND
DEPTH SET MAY BE ADJUSTED
M
T
T O
P
O
F
C A
S I N
G
SCH 40 PVC CONDUIT
AND PUMP WIRE TO THE
BUILDING. BURY DEPTH
OF 18" MINIMUM.
B
U R
Y
D
E P
H
F
S U
P P
N
E
F
R O
M
P I T
L E
A
P T
E R
PUMP WIRING
E S
T I M
A T
T
W
L
L
D
E P
H
2" PUMP CONNECTION TO USE
A BUSHING TO SIZE TO 2.5"
SCH 40 GIP DROP PIPE
AT PITLESS ADAPTER, USE
PROPER FITTING TO
TRANSITION FROM GIP TO HDPE
PIPE. HDPE PIPE SHALL BE
INSTALLED FROM THE PITLESS
ADAPTER TO THE MECHANICAL
ROOM INTERIOR PLUMBING IN
ONE PIECE WITH NO
COUPLINGS.
20' OF 5P/6T STAINLESS
STEEL WELL SCREEN.
SLOT SIZE AND GRAVEL
PACK GRADATION SHALL
BE DETERMINED BY
SIEVE TEST.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/10
/22
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EASTERN REGION
CADILLAC -
MANISTEE FIRE
OPERATIONS
CENTER
HURON-MANISTEE
NATIONAL FOREST
CADILLAC-MANISTEE RANGER
DISTRICT
SEPTIC & WATER
SYSTEM DETAILS
02/22/2022 090403-ABL2022-0002-C0001
R.SUTTON
R.SUTTON
D.MATTEI
C5-17 7 6760
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R A
D
E
F
IT
N E
S S
O F
F
IC
E
D E
C
ID
U O
U S
T R
E E
P L A
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IN
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IN
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(T Y
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S H
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(T Y
P
L -O
PLANT LIST
QTY KEY BOTANICAL NAME COMMON NAME SIZE CONDITION SPACING
TREES
4 AS Acer saccharum Sugar Maple 2" Cal. B&B 21' o.c.
2 AC Amelanchier canadensis Shadblow Serviceberry 7 Gal. Container 14' o.c.
2 CO Cornus alternifolia Pagoda Dogwood 7 Gal. Container 12' o.c.
2 CC Cercis canadensis Eastern Redbud 10 Gal. Container 14' o.c.
7 PS Pinus strobus Eastern White Pine 36" Ht. B&B 18' o.c.
4 QM Quercus macrocarpa Bur Oak 2" Cal. B&B 21' o.c.
SHRUBS
6 AC Amphora canescens Leadplant Quart Container 2' o.c.
9 CA Ceanothus americanus New Jersey Tea 2 Gal. Container 3' o.c.
6 PO Phsyocarpus opufolius Amber Jubilee Ninebark 3 Gal. Container 3' o.c.
"Amber Jubilee"
10 RA Rhus aromatica "Gro-Low Gro-Low Fragrant Sumac 3 gal.. Container 6' o.c.
6 VTB Viburnum trilobum Bailey Compact Viburnum 3 gal. Container 5' o.c.
"Bailey Compact"
5 VTR Viburnum trilobum Redwing Cranberry Viburnum 5 gal. Container 5'o.c.
"Redwing"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/31
/22
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EASTERN REGION
CADILLAC-
MANISTEE FIRE
OPERATIONS
CENTER
HURON MANISTEE
NATIONAL FOREST
MANISTEE RANGER DISTRICT
PLANTING PLAN
11/18/2022 090403-ABL2022-0002-L1008
M.BROWN
M.BROWN
D.DEAN
L1-01 8 67
Feet
0 20 40
1. ALL NEW PLANT MATERIAL SHALL CONFORM TO
THE MINIMUM GUIDELINES ESTABLISHED BY
THE AMERICAN STANDARD FOR NURSERY STOCK
PUBLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN, INC.
2. ALL NEW PLANTS TO BE BALLED & BURLAPPED OR
CONTAINER-GROWN UNLESS OTHERWISE NOTED
ON PLANT LIST.
3. ANY PROPOSED SUBSTITUTIONS OF PLANTSPECIES
SHALL BE MADE W/ PLANTS OF EQUIVALENT OVERALL FORM,
HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT &
CULTURE, AND ONLY AS APPROVED BY THE C.O.R.
4. ALL NEW PLANT MATERIAL FOR THE PROJECT
SHALL BE OF SPECIMEN QUALITY UNLESS
APPROVED OTHERWISE BY THE C.O.R..
5. WHERE PLANT SIZE IS INDICATED AS A RANGE, THE PLANTS
PROVIDED SHALL BE A FAIR REPRESENTATION OF THAT
RANGE.
6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT
MATERIAL IN QUANTITIES SUFFICIENT TO
COMPLETE THE PLANTING SHOWN ON THE
DRAWINGS.
7. CONTRACTOR SHALL OBTAIN PLANT APPROVAL
FROM C.O.R. AFTER DELIVERY & PRIOR TO
INSTALLATION.
8. SEED MIX: SEE PROJECT SPECIFICATIONS THIS
SHEET.
9. NEW PLANT MATERIAL SHALL BEAR SAME
RELATIONSHIP TO FINISHED GRADE AS IT BORE
TO PREVIOUS GRADE IN THE NURSERY.
11. ALL TREE PLANTING AREAS TO RECEIVE THREE
INCHES (3") OF DOUBLE HAMMERED SHREDDED
BARK MULCH.
12. PREPARE ALL PLANTED AREAS TO MIN. OVERALL
DEPTHS SHOWN ON PLANTING DETAILS.
13. AMENDED TOPSOIL BACKFILL FOR PLANTED AREAS
SHALL CONSIST OF 50% NATIVE SOIL /
50% COMPOST AMENDED SOIL.
14. ALL DISTURBED AREAS NOT SCHEDULED FOR
OTHER WORK SHALL RECEIVE FOUR INCHES
(4") OF SUITABLE ON-SITE OR IMPORTED PLANTING
SOIL PRIOR TO SEEDING AS SPECIFIED.
15. CONTRACTOR SHALL GUARANTEE ALL PLANTED
MATERIALS A MIN. OF 1 YEAR TIME.
16. CONTRACTOR SHALL MAINTAIN ALL WORK
INCLUDING WATERING, MOWING, AND PROTECTION
FROM TRAFFIC UNTIL FINAL ACCEPTANCE OF THE
PROJECT.
17. CONTRACTOR IS RESPONSIBLE TO REPAIR OR
REPLACE ALL ITEMS DAMAGED OUTSIDE
CONSTRUCTION LIMITS OR DISTURBED ON SITE
WHICH ARE NOT PART OF THE IDENTIFIED WORK
OF THIS CONTRACT.
18. UPON FINAL COMPLETION OF THE EARTH
DISTURBANCE ACTIVITY, OR ANY STAGE OR PHASE,
ALL DISTURBED AREAS WILL BE IMMEDIATELY
STABILIZED WITH SEEDING, AN EROSION CONTROL
BLANKET, OR OTHER SUITABLE MATERIAL DURING
THE SAME DAY.
19. CONTRACTOR TO PROVIDE & MAINTAIN EROSION
CONTROL MEASURES AS SHOWN ON THE
PLANS AND AS REQUIRED IN THE FIELD. REMOVE
CONTROL MEASURES UPON (80% GERMINATION)
STABILIZATION OF GROUND COVER.
1. STAKE LOCATION OF ALL TREES FOR APPROVAL BY THE
USFS PRIOR TO THE COMMENCEMENT OF PLANTING.
2. LOCATION OF TREE PLANTINGS FOR GENERAL
INFORMATION ONLY; CONTRACTOR SHALL PLACE
TREES IN LOCATIONS AS INDICATED BY THE COR.
3. SEED MIXTURE FOR DISTURBED AREAS AND SLOPES
SHALL BE NATIVE WARM SEASON GRASS MIX FROM
ERNST CONSERVATION SEEDS, OR APPROVED EQUAL
BY COR AND/OR FOREST BOTANIST.
4. ACCORDING TO GROWER'S SPECIFICATIONS, SEED
FROM OCTOBER TO MAY IN FULL SUN AND WELL
DRAINED SOILS .
FINAL SUBMISSION 11/18/2022
AutoCAD SHX Text
2 CO
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2 QM
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1 AS
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2 AS
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2 QM
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2 PS
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1 CC
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2 CC
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2 AC
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2 PS
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3 PS
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1 AS
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5 VT
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9 CA
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4 VTB
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3 PO
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5 AC
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5 AC
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2 PO
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2 VTB
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2 PO
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5 RA
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3 RA
AutoCAD SHX Text PROPOSED HAZ/MAT BUILDING, 12x8x9 NOT IN CONTRACT
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GENERAL PLANTING NOTES
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PLANTING INSTALLATION NOTES
PLANT MATERIALS--OPTIONAL BID ITEM
CONCRETE WALK
TYP. SECTION
PRECAST
CONCRETE
WHEEL STOP
#4 REBAR- SET
IN TWO PLACES
OF WHEEL
STOP
#4 REBAR- SET
IN TWO PLACES
OF WHEEL
STOP
8'-0"
7'-10"
12"
4"
6"
18"
6"
CRUSHED STONE: COMPACT
TO 95% MOD. PROCTOR, TYP.
DENSE GRADED SAND &
GRAVEL SUBBASE
COMPACT TO 95% MOD.
PROCTOR, TYP.
PRECAST CONCRETE WHEEL STOP
STOP
REGULATORY SIGNS
SCALE: NTS
PARKING
RESERVED
DO NOT
ENTER
CONCRETE DUMPSTER PAD
TYP. SECTION
4"x4" SQ. P.T. WOOD POST
SET IN 12" Ø x 36" DEEP CONC.
FOOTING PRIOR TO POURING
FLOOR SLAB. EACH POST (TYP.)
9'-2
EQ EQ
DUMPSTER PLACEMENT AREA
18" MIN. FROM ALL FENCED SIDES
2"x4" P.T. WOOD RAIL NAILER'
TOP, MIDDLE AND BOTTOM
BETWEEN EACH POST (TYP.)
E Q
E Q
"x6"x6' CEDAR PICKETS
CONCRETE DUMPSTER PAD
SEE DETAIL THIS SHEET
6' HIGH DUMPSTER SCREEN
"x6"x6' CEDAR PICKETS, 2" CLEAR OF CONCRETE
2"x4" P.T. WOOD RAIL NAILER'
TOP, MIDDLE AND BOTTOM
BETWEEN EACH POST (TYP.)
TYP. SECTION
GRAVEL SPLASH GUARD
3'-0"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/31
/22
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EASTERN REGION
CADILLAC-
MANISTEE FIRE
OPERATIONS
CENTER
HURON MANISTEE
NATIONAL FOREST
MANISTEE RANGER DISTRICT
SITE DETAILS
11/18/2022 090403-ABL2022-0002L5009
M.BROWN
M.BROWN
D.DEAN
L5-01 9 679 60
FINAL SUBMISSION 11/18/2022
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
6" X 6" # W2.9/2.9 W.W.M., 2" CLR
AutoCAD SHX Text
4" CONCRETE WALK SOFT BRISTLE BROOM FINISH PERPENDICULAR TO WALK
AutoCAD SHX Text PREFORMED JOINT FILLER PER ITEM 705.03, 1/2" EXPANSION JOINT, 20' O.C. MAX. (LOC. TO MATCH ADJ. SCORE LINE IF PRESENT)
AutoCAD SHX Text NOTES: 1. EXPANSION JOINT SPACING - 20-25' O.C. UNLESS EXPANSION JOINT SPACING - 20-25' O.C. UNLESS OTHERWISE NOTED; 2. SCORE JOINT SPACING - 5' O.C. NOMINAL UNLESS SCORE JOINT SPACING - 5' O.C. NOMINAL UNLESS OTHERWISE NOTED; 3. CROSS SLOPE 1/8" TO 1/4" PER FOOT; CROSS SLOPE 1/8" TO 1/4" PER FOOT; 4. MAX SLOPE ALONG LENGTH OF WALK SHOULD NOT EXCEED MAX SLOPE ALONG LENGTH OF WALK SHOULD NOT EXCEED 1:20;
AutoCAD SHX Text
JOINT SEAL
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GRANULAR MATERIAL, TYPE E
AutoCAD SHX Text COMPACTION OF GRANULAR MATERIAL, TYPE E, SHALL COMPLY W/ SOIL & GRANULAR EMBANKMENT
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SUBGRADE COMPACTION
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text 5'-0"
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MIN.
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VARIES
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VARIES
AutoCAD SHX Text 4"
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VARIES
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NOM. 4X4 PT POST STAINED USFS BROWN, TYP.
AutoCAD SHX Text 5'-0"
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MIN.
AutoCAD SHX Text 12"
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COMPACTED GRAVEL, TYPE D (SUBSIDIARY TO ITEM)
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 6"
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AutoCAD SHX Text 3'-6"
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NOM. 4X4 PT POST STAINED USFS BROWN, TYP.
AutoCAD SHX Text 4"
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S.S. BOLT FASTENERS, TYP.
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VARIES
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3'-0" MIN.
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
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IDENTIFICATION SIGN (WHERE APPLICABLE)
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7" ENGRAVED LETTERS W/ USFS YELLOW PAINT
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FEE SITE SIGN (WHERE APPLICABLE)
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1/2" X 1/4" DEPTH ENGRAVED BORDER WITH USFS YELLOW PAINT
AutoCAD SHX Text DOUBLE MOUNTED REGULATORY ALUMINUM SIGN PANEL; SIGN SHALL CONSIST OF REFLECTIVE SHEETING AND SHALL BE IN CONFORMANCE WITH MUTCD & USFS;
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FINISH GRADE
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ACCESSIBLE PARKING SIGN
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DO NOT ENTER SIGN
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ONE WAY SIGN LEFT
AutoCAD SHX Text N.T.S.
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6" X 6" # W2.9/2.9 W.W.M., 2" CLR
AutoCAD SHX Text
6" CONCRETE DUMPSTER PAD SOFT BRISTLE BROOM FINISH PERPENDICULAR TO ROAD
AutoCAD SHX Text PREFORMED JOINT FILLER 1/2" EXPANSION JOINT, 20' O.C. MAX. (LOC. TO MATCH ADJ. SCORE LINE IF PRESENT)
AutoCAD SHX Text 6"
AutoCAD SHX Text NOTES: 1. EXPANSION JOINT SPACING - 20-25' O.C. UNLESS OTHERWISE NOTED; EXPANSION JOINT SPACING - 20-25' O.C. UNLESS OTHERWISE NOTED; 2. SCORE JOINT SPACING - 5' O.C. NOMINAL UNLESS OTHERWISE NOTED; SCORE JOINT SPACING - 5' O.C. NOMINAL UNLESS OTHERWISE NOTED; 3. CROSS SLOPE 1/8" TO 1/4" PER FOOT; CROSS SLOPE 1/8" TO 1/4" PER FOOT; 4. MAX SLOPE ALONG LENGTH OF PAD SHOULD NOT EXCEED 1:20;MAX SLOPE ALONG LENGTH OF PAD SHOULD NOT EXCEED 1:20;
AutoCAD SHX Text 4"
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JOINT SEAL
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GRANULAR MATERIAL, (SIZE NO.4) TYPE E
AutoCAD SHX Text COMPACTION OF (SIZE NO.4) GRANULAR MATERIAL, TYPE E, SHALL COMPLY W/ SOIL & GRANULAR EMBANKMENT
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SUBGRADE COMPACTION
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text NOTES: 1. TREAT ALL CUT COMPONENTS OF FENCING MATERIALS WITH WOOD PRESERVATIVE AS TREAT ALL CUT COMPONENTS OF FENCING MATERIALS WITH WOOD PRESERVATIVE AS APPROVED BY COR 2. WOOD NAILERS FOR THE CEDAR PICKETS ARE TO BE SPACED EQUALLY WOOD NAILERS FOR THE CEDAR PICKETS ARE TO BE SPACED EQUALLY 3. PICKETS SHALL BE ATTACHED TO THE NAILERS SO THAT THEY ARE VIEWED FROM THE PICKETS SHALL BE ATTACHED TO THE NAILERS SO THAT THEY ARE VIEWED FROM THE EXTERIOR OF THE ENCLOSURE 4. COORDINATE WITH COR AS TO EXACT PLACEMENT OF PAD AND ENCLOSURE SO THAT COORDINATE WITH COR AS TO EXACT PLACEMENT OF PAD AND ENCLOSURE SO THAT THERE IS ADEQUATE SIGHT DISTANCE AT THE INTERSECTION WITH THE MAIN ROAD.
AutoCAD SHX Text
GRANULAR MATERIAL, (SIZE NO.4) TYPE E
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SUBGRADE COMPACTION
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AutoCAD SHX Text 4"
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EDGE OF BUILDING
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2% MIN.
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PLANTING BED/GRASS
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8 OZ. WEED BARRIER FABRIC
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SHRUB PLANTING - CONTAINER
2X BALL DIA.(MIN)
DECIDUOUS TREE PLANTING (OPTIONAL ITEM)
CONIFEROUS TREE PLANTING - MEDIUM DUTY
2X BALL DIA.(MIN)
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/31
/22
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EASTERN REGION
CADILLAC-
MANISTEE FIRE
OPERATIONS
CENTER
HURON MANISTEE
NATIONAL FOREST
MANISTEE RANGER DISTRICT
PLANTING DETAILS
11/18/2022 090403-ABL2022-0002-L5010
M.BROWN
M.BROWN
D.DEAN
L5-02 10 6760
11/18/2022FINAL SUBMISSION
AutoCAD SHX Text
NO SCALE
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DOUBLE HAMMERED SHREDDED BARK MULCH 3" MIN.
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CREATE SAUCER WITH TOPSOIL 6" MIN.
AutoCAD SHX Text ROOT BALL OF CONTAINER PLANT SHALL BE PLACED ON SOLID SOIL, NOT LOOSE BACKFILL MATERIAL
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GENTLY COMPACTED AMENDED PLANTING MIXTURE
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TAMPED ADMIXTURE BACKFILL
AutoCAD SHX Text N.T.S.
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3" HT. PLANTING MIX SAUCER
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AMENDED PLANTING MIX, COMPACTED
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP;
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3" DOUBLE HAMMERED SHREDDED BARK MULCH; PULL MULCH AWAY FROM TRUNK;
AutoCAD SHX Text NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH, (FOR FALL PLANTING ONLY, REMOVE WRAP IN SPRING);
AutoCAD SHX Text NOTES: 1. TREE SHALL BEAR SAME TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY; 2. NEVER CUT A LEADER. TREE NEVER CUT A LEADER. TREE SHALL BE PLUMB & STRAIGHT;
AutoCAD SHX Text
NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE
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FINISHED GRADE, TYP.
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2'-0" TYP.
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DECIDUOUS TREE PLANTING
AutoCAD SHX Text FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP. NON-BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED.
AutoCAD SHX Text CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR SLIGHTLY ABOVE) TO FINISHED GRADE AS IT BORE TO PREVIOUS GRADE.
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NO SCALE
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GENTLY COMPACTED TOPSOIL MIXTURE
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TAMPED ADMIXTURE BACKFILL
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CREATE SAUCER WITH TOPSOIL 6" MIN.
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PINE BARK MULCH 3" MIN.
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3'-0" 3'-0"
P U
L L U
P
B
A R
BOWFLEX
WORK
AREA
NO
WELDING
ALLOWED
3'-0" 11'-7"3'-0"
29'-2"
38'-3"
115 116
4'-4"
16'-0" 16'-0" 18'-1"
13'-0" 13'-0"
16'-0" 16'-0" 11'-9"
609 SF - 41 PERSON OCCUPANCY
LIMIT (TABLES & CHAIRS)
13'-0" 13'-0"13'-0"
517 SF
11 PERSON OCCUPANCY LIMIT
FE
8"Ø CONCRETE-FILLED BOLLARDS -
TYPICAL (SEE DETAIL 4/A-501)
12'-3
FIRE CACHE
2X4 WOOD STUD FRAMED
CHAIN LINK STORAGE ASSEMBLY-
SECURED (OPTIONAL BID ITEM)
8'-6"
MAT
8'-6
4'-4"
CANOPY ABOVE
A4-01
A4-01
CONCRETE APRON
ACCESSIBLE
SHOWER
MECHANICAL ROOM
A3-01
B
COMMERCIAL
ICE MAKER/
BIN
FITNESS ROOM
UNISEX ROOM
UNISEX ROOM
LARGE CONFERENCE ROOM
A3-01
A
A3-01
A
A3-01
B
3072 SF
15 MAX. PERSONS
A4-01
A4-04
4'-4"
BOTTLE
FILLING
COOLER
A4-04
GARAGE
FE
SCALE: 3/16" = 1'-0"
FIRST FLOOR PLAN
IT CLOSET
SCALE: 3/16" = 1'-0"
2'-8" 5'-4"0 10'-8"
E M
E R
G E
N C
Y
E X
I T
VESTIBULE
ACCESSIBLE
SHOWER
REF
MICRO
27'-4
354 SF
6,000 TOTAL GSF
100'-0"
3'-6"3'-6"1'-0"
10'-4
105 SF
TREADMILL
RECUMBENT
BIKE
8'-10" 4'-4"
12'-11
4'-4"
UTILITY
SINK
STACK
WASHER/
DRYER
JANITOR/
LAUNDRY
CLOSET
WORK-OUT
BENCH
TREADMILL
8'-0"
WORK-OUT
BENCH
RECUMBENT
BIKE
4'-0
5'-0"
8'-8
5'-0"
REFRESHMENT
AREA
17'-8"
8'-0"
13'-0"
A4-04
A4-04
A4-04
A4-03
X
O P
E N
I N
G
ACCORDIAN PARTITION
(OPTIONAL BID ITEM)
FE
EMERGENCY
EXIT
EMERGENCY
EXIT
A A A A
4'-4"
A A A A
A
A
A
A
A
A
FITNESS EQUIPMENT (N.I.C.)
A3-02
C
A3-02
C
A4-03
A4-03
A4-03
4 SIM
A4-03
3 SIM
A4-03
A4-03
SYMBOL LEGEND
SECTION NUMBER
DRAWING NUMBER
DESCRIPTIONSYMBOL
A-101
DRAWING NUMBER
DETAIL NUMBER
101 DOOR NUMBER
PARTITION TYPE NUMBER
WINDOW TYPE LETTER
A-101
DRAWING NUMBER
INTERIOR ELEVATION NUMBER
10 WINDOW & DOOR DETAIL NUMBER
@ 9'-0" ABOVE TOP OF SLAB
TOP OF TRUSS BEARING PLATE
ELEVATION
CALL-OUT
GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE
INTERNATIONAL BUILDING CODE, THE NFPA, THE NATIONAL ELECTRICAL
CODE, AND THE NATIONAL PLUMBING CODE.
2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
ALL MEASUREMENTS IN THE FIELD PRIOP TO ORDERING MATERIALS AND
PREFABRICATING ITEMS. ANY DEVIATION BETWEEN FIELD MEASUREMENTS
AND DRAWINGS SHALL BE REPORTED TO C.O.R..
3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND IS RESPONSIBLE FOR
FULLY FAMILIARIZING THEMSELVES WITH THE EXISTING CONDITIONS AND
THE ENTIRE SCOPE OF THE PROJECT AN SHALL BE RESPONSIBLE FOR
COORDINATING ALL WORK.
4. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL
PERMITS REQUIRED BY LAWS, ORDINANCES AND PUBLIC AUTHORITIES
HAVING JURISDICTION UNLESS AGREED TO OTHERWISE BETWEEN THE
FOREST SERVICE AND GENERAL CONTRACTOR.
5. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL MISCELLANEOUS
FORMS, BLOCKING, HANGERS, SUPPORTS, FITTINGS, ETC. NECESSARY TO
FULLY COMPLETE THE JOB PROPERLY BUT ARE NOT NECESSARILY SHOWN
ON THE DRAWINGS.
6. ALL WORK SHALL BE OF THE HIGHEST QUALITY IN ACCORDANCE WITH THE
ACCEPTED BEST PRACTICES OF THE TRADE BY SKILLED CRAFTSPERSON.
7. GENERAL CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING
REQUIRED FOR SAFETY AND PROPER EXECUTION OF THE WORK. GENERAL
CONTRACTOR SHALL REMOVE THESE ITEMS WHEN THE WORK IS
COMPLETED.
8. GENERAL CONTRACTOR SHALL PROVIDE ALL CHASES AND OPENINGS,
CUTTING, AND PATCHING REQUIRED TO COMPLETE INSTALLATION OF ALL
WORK, INCLUDING ALL DIVISIONS.
9. GENERAL CONTRACTOR TO INSTALL TEMPORARY FACILITIES AND UTILITIES
IN CONFORMANCE WITH STAT AND LOCAL CODES AND REQUIREMENTS. SEE
SPECIFICATION SECTION 001500.
10. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE
TRENCHES, DRAINS, SUMPS, PUMPS, OR OTHER ITEMS REQUIRED TO AFFORD
SATISFACTORY WORKING CONDITIONS FOR THE EXECUTION.
11. GENERAL CONTRACTOR SHALL CLEAN UP, MOVE MATERIALS THAT ARE IN
THE WAY OF CONSTRUCTION, AND REPAIR AND REPLACE ANY DAMAGE THEY
DO, ETC. GENERAL CONTRACTOR SHALL DO ALL CLEANING OF FINISH
SURFACES RELATIVE TO THEIR WORK PRIOR TO ACCEPTANCE OF THEIR
WORK. GENERAL CONTRACTOR SHALL COMPLY WITH ALL SPECIAL CLEANING
INSTRUCTIONS.
12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE AS INDICATED ON
DRAWINGS. GENERAL CONTRACTOR SHALL CONTACT C.O.R. IN CASE OF
DISCREPANCIES OR QUESTIONS. ALL DIMENSIONS ARE FROM FACE OF FINISH
TO FACE OF FINISH UNLESS OTHERWISE NOTED.
13. N.I.C. INDICATES "NOT IN CONTRACT."
14. "OR APPROVED EQUAL" INDICATES OR EQUAL AS APPROVED BY C.O.R.
15. THE GENERAL CONTRACTOR SHALL PROVIDE ALL SHOP DRAWINGS AND
SAMPLES AS REQUIRED. SUBMIT SETS OF SAMPLES, DRAWINGS TO THE
C.O.R. FOR APPROVAL PRIOR TO ORDERING ITEMS. DO NOT INSTALL ANY
PRE-MANUFACTURED OR CUSTOM ITEMS WITHOUT APPROVAL.
16. GENERAL CONTRACTOR SHALL PROVIDE REPAIRS TO GROUNDS
DAMAGED BY TRUCK TRAFFIC REQUIRED TO COMPLETE INSTALLATION OF
ALL WORK.
17. GENERAL CONTRACTOR ENSURE TRUCKS AND EQUIPMENT LEAVING THE
SITE ARE CLEAN AS NOT TO DEPOSIT MUD OR DIRT ONTO THE ROADWAY.
18. ALL WORK SHALL COMPLY WITH APPLICABLE O.S.H.A. REQUIREMENTS.
19. ALL WORK SHALL COMPLY WITH APPLICABLE ARCHITECTURAL BARRIERS
ACT ACCESSIBILITY STANDARDS (ABAAS).
ABBREVIATIONS
FEC
TYP.
W/O
W/
V.I.F.
O.C.
N.T.S.
N.I.C.
MIN.
N/A
H.M.
GA.
AFF
DIA
FE
EXIST
CT
CPT
CL
FIRE EXTINGUISHER CABINET
TYPICAL
WITHOUT
ON CENTER
NOT TO SCALE
NOT IN CONTRACT
NOT APPLICABLE
WITH
VERIFY IN FIELD
MINIMUM
HOLLOW METAL
GAUGE
ABOVE FINISH FLOOR
FIRE EXTINGUISHER
CERAMIC TILE
CENTER LINE
DIAMETER
EXISTING
CARPET
AT
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/18
/22
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EASTERN REGION
FINAL SUBMISSION 11/18/2022
CADILLAC-MANISTEE
FIRE OPERATIONS
CENTER
HURON-MANISTEE
NATIONAL FOREST
CADILLAC-MANISTEE RANGER
DISTRICT
FLOOR PLAN
11/18/2022 090403-ABL2022-0002-A111
B.GUERRERA
B.GUERRERA
D.DEAN/M.TENDLER
A1-01 11 60
BUILDING SIZE: 6,000 GSF (CANOPIES NOT INCLUDED)
OCCUPANCY
CLASSIFICATION:
MIXED (SEPARATED USE BASED ON 'S-2 AND A-3' OCCUPANCY)
'S-2' - STORAGE (GARAGE-15 OCCUPANTS)
'A-3' ASSEMBLY (52 OCCUPANTS)
TYPE OF CONSTRUCTION: TYPE 'V-B' (NON-SPRINKLERED)
ALLOWABLE AREA
BASED ON OCCUPANCY
& CONSTRUCTION TYPE:
SEPARATED USE CALCULATION BASED
ON 'A-3 AND S-2 ' OCCUPANCY
ALLOWABLE AREA: 6,000 GSF (1 STORY)
AREA INCREASE (IBC SECTION 506): 75%
(BASED ON TOTAL PERIMATER OPEN ON ALL SIDES)
TOTAL ALLOWABLE AREA: 6,000 + (0.75*6,000) = 10,500 GSF
ACTUAL AREA: 6,000 GSF
OCCUPANT LOAD: 67 TOTAL
REQUIRED EXITS: 2 REQUIRED, 3 ACTUAL (IBC TABLE 1019.1)
EXIT TRAVEL DISTANCES: 200 FEET MAX. (IBC TABLE 1016.1)
CODE ANALYSIS:
PER INTERNATIONAL BUILDING CODE &
MICHIGAN STATE BUILDING CODE & NFPA 101
FIRE RESISTIVE RATING: NO FIRE RATING REQUIRED ON ANY BUILDING ELEMENTS
BASED ON CONSTRUCTION TYPE (IBC TABLE 601)
MISCELLANEOUS
REQUIREMENTS:
ATTIC DRAFT STOPPING (IBC 717.4.3)
3 REQUIRED
PLUMBING FIXTURE
REQUIREMENTS:
BASED ON 20 FULL TIME EQUIVELANT TOTAL OCCUPANTS
(10 MALE, 10 FEMALE ASSUMED FOR REQUIREMENTS)
WATER CLOSETS, REQUIRED: 1 MALE / 1 FEMALE
WATER CLOSETS, ACTUAL: 2 UNISEX
LAVATORIES, REQUIRED: 1 MALE / 1 FEMALE
LAVATORIES, ACTUAL: 2 UNISEX
DRINKING FOUNTAIN (1 PER 100 OCCUPANTS)
DRINKING FOUNTAIN, REQUIRED:1 TOTAL
DRINKING FOUNTAIN, ACTUAL:1 + SINK
REQUIRED 1 HR SEPARATION OF OCCUPANCIES (IBC TABLE 508.4)
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