Civil Plans.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ 171 210000000220 7
- Issued by
- Otsego County, Michigan
About this file
This is a set of construction plans for the Western Upper Peninsula Shooting Facility project submitted to the Michigan Department of Technology, Management & Budget, State Facilities Administration, Design and Construction Division, located in Ontonagon County, Michigan. The project encompasses civil, architectural, structural, mechanical, electrical, and plumbing design plans for an indoor range and clubhouse facility. The plans include a topographic survey, paving and grading plan, septic and water main infrastructure, septic absorption field design, access road cross sections, and water meter vault details. The project site is located at T.51 North, R.41 West in Ontonagon County, with coordinates of latitude 46.8344 and longitude -89.5345. The design underwent a 50% review phase on November 4, 2020, followed by a 90% review phase on January 13, 2020, with bid documents issued on March 11, 2021. The proposed indoor range/clubhouse has a finished floor elevation of 627.00 feet and includes ADA-compliant parking, concrete paving and sidewalk sections, a 1,250-gallon dual compartment septic tank, and coordination with the Village of Ontonagon for water main installation and natural gas services.
The construction plans detail substantial civil infrastructure improvements including heavy-duty HMA pavement sections, standard sanitary sewer cleanouts, gate valve schedules, and soil erosion control measures. Site access during construction is identified, and the plans include detailed specifications for materials such as crushed concrete or limestone meeting MDOT standard gradations for the aggregate access drive. All disturbed greenelt areas are to be restored with three inches of screened topsoil and hydroseed, with slopes exceeding 1:4 receiving mulch blankets for erosion protection. The project engineering is managed by NF Engineers (Contact: Steven Sutton, P.E., Pontiac, Michigan) with architectural services provided by OHM Advisors (Contact: Christopher Ozog, AIA, LEED A.P. BD+C, CDT, CSI, Livonia, Michigan). The construction plans contain coordination requirements with the Village of Ontonagon, MDOT, natural gas suppliers, and phone service contractors, with provisions for potential bedrock conditions and soil boring data review to inform construction sequencing and timing.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Range Equipment - 2.pdf | ||
| Addendum No. 1.pdf | ||
| Range Equipment - 1.pdf | ||
| Architectural Plans.pdf | ||
| Addendum No. 4.pdf | ||
| Addendum No. 2.pdf | ||
| Civil Updates.pdf | ||
| Advertisement.pdf | ||
| J942 Photos with Captions.pdf | ||
| Specifications.pdf | ||
| Addendum No. 3.pdf | ||
| Addendum 5 17172.pdf |
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Text version
NF
N
Location Map
Site
T
TI
TL
E
SH
EE
T
CONSTRUCTION PLANS FOR
MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET
T.51 North , R.41 West
ONTONAGON COUNTY, MICHIGAN
TITLE
SHEET INDEX
NO.
SHEET
PROJECT SITE
ONTONAGON COUNTY, MICHIGAN
Civil Engineer
3 WORKING DAYS
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
For free location of public utility lines
R
OR R
Know what's below.
Call before you dig.
FILE NO.: 751 / 17172.JBB
NF Engineers 46777 Woodward Avenue Pontiac, MI 48342
Contact: Steven Sutton, P.E.
Phone: (248) 332-7931 Fax: (248) 332-8257 E-mail: swsutton@nfe-engr.com
NF
ENGINEERS
TITLE SHEETT
C1
Architect OHM Advisors 34000 Plymouth Rd.
Livonia, MI 48150
Contact: Christopher Ozog, AIA, LEED A.P. BD+C, CDT, CSI
Phone: (734) 522-6711 Fax: (734) 522-6427 E-mail: christopher.ozog@ohm-advisors.com
WESTERN UPPER PENINSULA
SHOOTING FACILITY
PROJECT PERMITS
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SEPTIC / WATER MAIN AND PRIVATE SERVICES PLAN
SEPTIC ABSORPTION FIELD DESIGN AND DETAILS
DEVELOPMENT AREA TOPOGRAPHIC SURVEY
C4
G-101
S-002 STRUCTURAL STANDARDS
STRUCTURAL STANDARD DETAILS
CODE COMPLIANCE PLAN
S-003
A-001
A-002
A-101
TYPICAL DETAILS & WALL ASSEMBLIES
MAIN FLOOR PLAN
MAIN FLOOR FINISH PLAN
ARCHITECTURAL NOTES & SYMBOLS
AF101
ROOF PLANA-121
A-201
A-301
A-302
BUILDING SECTIONS
BUILDING SECTIONS
WALL SECTIONS
EXTERIOR ELEVATIONS
A-311
DOOR SCHEDULE & DETAILSA-601
A-602
P-001 GENERAL PLUMBING INFORMATION
PLUMBING PLAN
WINDOW SCHEDULE & DETAILS
P-101
MAIN FLOOR REFLECTED CEILING PLANA-111
FOUNDATION PLANSB101
INTERIOR ELEVATIONSA-451
CIVIL PLANS - SHEET INDEX
GENERAL ARCHITECTURAL PLANS - SHEET INDEX
TITLENO.
SHEET
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TITLENO.
SHEET
PLUMBING PLANS - SHEET INDEX
TITLENO.
SHEET
STRUCTURAL PLANS - SHEET INDEX
S-001 STRUCTURAL NOTES AND SYMBOLS
STRUCTURAL FRAMING PLANSF101
ROOF FRAMING PLANSF111
VICINITY MAP
M-001 MECHANICAL NOTES AND SYMBOLS
MECHANICAL PLANM-101
ELECTRICAL NOTES AND SYMBOLSE-001
E-101
E-102 FLOOR 1 LIGHTING PLAN
FLOOR 1 POWER PLAN
TITLENO.
SHEET
MECHANICAL AND ELECTRICAL PLANS - SHEET INDEX
WALL SECTIONSA-312
WALL SECTIONSA-313
A-303 BUILDING SECTIONS
MECHANICAL SCHEDULESM-401
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DIAGRAMS
E-601 ELECTRICAL SCHEDULE
NOTES AND DETAILS PLANC5
ACCESS ROAD CROSS SECTIONSC7
LATITUDE = 46.8344
LONGITUDE = -89.5345
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1SB-
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PROPOSED INDOOR
RANGE / CLUBHOUSE
FINISH FLOOR 627.00
BENCHMARK
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4" CONCRETE SIDEWALK SECTION 6" CONCRETE SECTION ADA PARKING SLAB END DETAILSILT FENCE DETAIL
SECTION A-A
FRONT VIEW
PLAN VIEW
SECTION B-B
TEMPORARY CRUSHED CONCRETE
CONSTRUCTION ACCESS ROAD
R O
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W
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BARRIER FREE PARKING SIGNAGE DETAIL
CONCRETE BUMPER DETAIL HEAVY DUTY HMA PAVEMENT SECTION
ADA PARKING LAYOUT
GRAVEL PAVING SECTION
SIGN POST DETAIL
8" CONCRETE SECTION
PROJECT RESOTRATION
.31
1SB-
3SB-
2SB-
5SB-
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PROPOSED INDOOR
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FINISH FLOOR 627.00
BENCHMARK
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STANDARD SANITARY SEWER CLEANOUT
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NATURAL GAS SERVICE
CONTRACTOR SHALL COORDINATE WITH THE NG SUPPLIER
PHONE SERVICE
CONTRACTOR SHALL COORDINATE
PROPOSED LEGEND
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WATER MAIN INSTALLATION
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BORING LEGEND
SB-1
PT-1
INSPECTION WELL DETAIL
NF
N
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MOUND SEPTIC FIELD LAYOUT MOUND SEPTIC FIELD LAYOUT
.13
.16
.70
.94
.98
.77
.11
.85
.69
.88
.84
.88
.8161
0.8
.78
.05
.05
.46
.52
.66
.35
.35
.84
.05
.51
.13
.63
.88
.72
.67610
.58
.51
.44
.43
.87
.19
.20610
.56
.33
.17610 .22
.12
.31607
.45606 .65606
.36
.58
.60
.69
.75
.80
.68
.80
.85
.77
.49
.72
.96
.01
.87
.70
.74
.51
.29
.53
.28
.27
.88
.08
.09
.65
.44
.22
606.51
.13
.70
.99
.16
.85
.70 611
.38
.11
.88
.84
.88
.81
.83
.78
.96
.35
.38
.22
.05
.86
.13
.88
.72
.67610
.58
.51
.44
.50
.82 610
.85
.31
.61606
.49
.58
.58
.20
.94
.60
.69
.75
.80
.68
.32
.80
.45
.85
.77
.96
.63
.01
.87
.51
.13610
.29
.93
.53
.32
.39
MI HWY M-64
BENCHMARK
GALE ROAD
C5 N
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M-64 RIGHT-OF WAY IMPROVEMENTS
CONSTRUCTION SEQUENCE / TIMING SCHEDULE
SOIL EROSION CONTROL -
SOIL EROSION CONTROL
SOIL DATA
NOTES
BUTT JOINT DETAIL
SANITARY SEWER TRENCH DETAILS
NOT TO SCALE
WATER MAIN TRENCH DETAILS
NOT TO SCALE
SECTION A - A
PLAN VIEW
A
STONE RIP-RAP
B "D"
C
SECTION B - B
SECTION C - C
B
"E " "F
C
A
"D" "F""E" SY
PIPE
DIA.
EXISTING LEGEND
PAVING LEGEND
PROPOSED LEGEND
LANE CLOSURES
Potential Bedrock Conditions
SEPTIC TANK DETAIL
1,250 GALLON DUAL COMPARTMENT SEPTIC TANK
DNR PROVIDED GATE
APPROACH PAVING SECTION
C6 W
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CONCRETE VAULT DETAILS
PLAN VIEW
SIDE VIEW
END VIEW
DAMAGE TO PRIVATE PROPERTY
VILLAGE OF ONTONAGON COORDINATION
VAULT / METER / VALVE FABRICATION DRAWING
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AGGREGATE ACCESS DRIVE WIDENING
SECTION A-A
SOIL BORING DATA
REVIEW THE SOIL BORINGS FOR EXISTING PAVEMENT DEPTHS, UNDERLYING
SOIL TYPES, GROUND WATER ELEVATIONS, ETC. ASSOCIATED WITH THE
PROJECT.
MDOT 21AA
ALL PROPOSED 21AA SHALL BE CRUSHED CONCRETE OR LIMESTOEN MEETING
MDOT STANDARD GRADATIONS.
CLEARING
ALL ADJACENT CLEARING OF TREES, BRUSH, AND OTHER VEGETATION SHALL BE
INCLUDED AS PART OF THE INSTALLATION OF OVERALL PROJECT.
RESTORATION
ALL DISTURBED GREETBELT AREAS SHALL BE RESTORED WITH 3" SCREENED
TOPSOIL AND HYDROSEED. ALL SLOPES EXCEEDING 1:4 SHALL ALSO RECEIVE A
MULCH BLANKET FOR EROSION PROTECTION.
AGGREGATE ACCESS DRIVE WIDENING
SECTION B-B
AC
C
ES
S
R O
AD
C
R O
SS
S
EC
TI
O N
S D
ET
AI
L
AN
D N
O
TE
S
N.T.S.
N.T.S.
AGGREGATE ACCESS DRIVE
SECTION C-C
N.T.S.
| J942-SIT-C00-TITLE |
| J942-SIT-C01-TOPO |
| J942-SIT-C02-SITE |
| J942-SIT-C03-UTILITY |
| J942-SIT-C04-SEPTIC |
| J942-SIT-C05-NOTES AND DETAILS |
| J942-SIT-C06-METER VAULT |
| J942-SIT-C07-ROAD CROSS SECTIONS |
File details come from the government source that posted it. Updated .