751-23400-01_DWG_TITLE-INDEX-CIVIL_Island Lake-Bald Mountain.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ-171-250000000335-3
- Issued by
- Livingston County, Michigan
About this file
The document is a set of construction and site improvement plans for the Michigan Department of Technology, Management and Budget (DTMB) for the Island Lake and Bald Mountain Shooting Range 2025 Improvements project. The project involves comprehensive renovations at two shooting range locations in Oakland and Livingston Counties, Michigan, with detailed plans for demolition, lead reclamation, and site improvements. The project includes improvements to shooting stalls, 5-stand facilities, electrical systems, and site infrastructure, with base bid and alternate bid options. The project is scheduled for bidding on 03-28-2025, with design review phases at 50% and 90% completion in February and March 2025.
The project involves civil engineering by NF Engineers, architectural services by Sidock Group, Inc., and mechanical/electrical engineering by Matrix Consulting Engineers. Lead reclamation is a significant component, with detailed plans for removing and managing lead contamination at both shooting range sites. The project includes survey plans, site plans, demolition plans, and electrical and mechanical system updates. The estimated volumes for lead reclamation are provided for both Island Lake (240 cubic yards) and Bald Mountain (429 cubic yards) ranges. The improvements are designed to enhance safety, environmental compliance, and facility functionality for these public shooting range facilities.
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CONSTRUCTION PLANS FOR
MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
VICINITY MAP
BALD MOUNTAIN
ORION TOWNSHIP
OAKLAND COUNTY, MICHIGAN
ISLAND LAKE SHOOTING RANGE
ISLAND LAKE & BALD MOUNTAIN SHOOTING RANGE
2025 IMPROVEMENTS
3 WORKING DAYS
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
For free location of public utility lines
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Know what's below.
Call before you dig.
PROJECT PERMITS
Civil Engineer NF Engineers 46777 Woodward Avenue Pontiac, MI 48342
Contact: Steven Sutton, P.E.
Phone: (248) 635-6571 Fax: (248) 332-8257 E-mail: swsutton@nfe-engr.com
BALD MOUNTAIN SHOOTING RANGE
ISLAND LAKE FILE No.: 751/23400.DPL BALD MOUNTAIN FILE No.: 751/23401.DPL
Site
Site
ISLAND LAKE
GREEN OAK TOWNSHIP
LIVINGSTON COUNTY, MICHIGAN
Architect Mechanical/Electrical Engineer
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CONSULTING ENGINEERS, INC
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FAX: (517) 487-2544
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PHONE: (517) 487-2511
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LANSING, MI 48906
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1601 E. CESAR CHAVEZ AVE.
AutoCAD SHX Text administrator@matrixceinc.com
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NF
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ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
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NFE PROJECT NO. I866-04/M867-01
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AutoCAD SHX Text SOIL EROSION CONTROL PERMIT A SOIL EROSION CONTROL PERMIT MAY BE REQUIRED, ENGINEER TO SUBMIT PLANS TO DTMB-SESC FOR FINAL DETERMINATION. CONTRACTOR SHALL OBTAIN SESC PERMIT, AS REQUIRED, FROM THE D.T.M.B. PRIOR TO PERFORMING ANY PROPOSED WORK ON THE PROJECT.
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AutoCAD SHX Text 13600 GRAND RIVER RD. GREEN OAK TOWNSHIP, LIVINGSTON COUNTY, MICHIGAN FILE NO.: 751/23400.DPL
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AutoCAD SHX Text 2500 KERN Rd. ORION TOWNSHIP, OAKLAND COUNTY, MICHIGAN FILE NO.: 751/23401.DPL
AutoCAD SHX Text DEPT. LICENSING AND REGULATORY AFFAIRS (LARA) CONTRACTOR SHALL OBTAIN REQUIRED PERMITS FROM LARA PRIOR TO COMMENCING WORK. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING REQUIRED INTERMEDIATE INSPECTIONS AND FINAL PERMITTING AS NECESSARY.
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CONSTRUCTION PLANS FOR
MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
ISLAND LAKE & BALD MOUNTAIN SHOOTING RANGE
2025 IMPROVEMENTS
ISLAND LAKE 5 - STAND DEMOLITION PLANS (BASE BID)A116
A115 ISLAND LAKE SKEET TOWER STAIR DETAILS
A117
TITLENO.
SHEET
ISLAND LAKE 5 - STAND PLANS (BASE BID)
ISLAND LAKE FILE No.: 751/23400.DPL BALD MOUNTAIN FILE No.: 751/23401.DPL
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BALD MOUNTAIN SHOOTING STALL ELEVATIONS
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ISLAND LAKE SURVEY PLANC1
T TITLE SHEET
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C2.1 BALD MOUNTAIN LEAD REMEDIATION SITE PLAN & TARGET LINES
C3
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BALD MOUNTAIN 5 - STAND SITE PLAN
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A107 ISLAND LAKE SHOOTING STALL OVERALL ROOF PLANS
A108 ISLAND LAKE SHOOTING STALL ENLARGED FRAMING & ROOF PLANS
A109 ISLAND LAKE SHOOTING STALL ELEVATIONS
A110 ISLAND LAKE SHOOTING STALL SECTIONS
A111 ISLAND LAKE SHOOTING STALL MODEL VIEWS
A112 ISLAND LAKE SKEET TOWER DEMOLITION PLANS
A113 ISLAND LAKE SKEET TOWER PLANS
A114 ISLAND LAKE SKEET TOWER ELEVATIONS
A128 BALD MOUNTAIN SHOOTING STALL SECTIONS
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BALD MOUNTAIN 5 - STAND DEMOLITION PLANS (BASE BID)
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BALD MOUNTAIN 5- STAND PLANS (BASE BID)
BALD MOUNTAIN 5 - STAND ELEVATIONS (BASE BID)
I DRAWING INDEX
E101 ELECTRICAL SPECIFICATIONS
E200 ISLAND LAKE ELECTRICAL SITE PLAN DEMOLITION
E400 5 - STAND ELECTRICAL FLOOR PLAN (BASE BID)
M100 MECHANICAL SYMBOLS, NOTES & ABBREVIATIONS
M400 5 - STAND MECHANICAL DEMOLITION & NEW (BASE BID)
M400A 5 -STAND MECHANICAL PLAN - NEW (BID ALTERNATE)
Is su ed fo r B id s
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A133 5 - STAND PLANS (BID ALTERNATE)
A134 5 - STAND ELEVATIONS & SECTIONS (BID ALTERNATE)
E201 ISLAND LAKE ELECTRICAL SITE PLAN NEW
E202 BALD MOUNTAIN ELECTRICAL SITE PLAN DEMOLITION
E203 BALD MOUNTAIN ELECTRICAL SITE PLAN NEW
E400A 5 - STAND ELECTRICAL FLOOR PLAN (BID ALTERNATE)
E600 ISLAND LAKE ELECTRICAL RISER DIAGRAM & PANEL SCHEDULE
E601 BALD MOUNTAIN ELECTRICAL RISER DIAGRAM & PANEL SCHEDULE
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NFE PROJECT NO. I866-04/M867-01
LEGEND
TOPOGRAPHIC SURVEY NOTES
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AutoCAD SHX Text ISLAND LAKE 5 STAND IMPROVEMENTS REFER TO BASE BID AND BID ALTERNATE ARCHITECTURAL & MEP SHEETS
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ISLAND LAKE SKEET TOWER IMPROVEMENTS REFER TO SHEETS A112 THRU A115
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ISLAND LAKE SHOOTING STALL IMPROVEMENTS REFER TO SHEETS A101 THRU A111
AutoCAD SHX Text ISLAND LAKE LEAD REMEDIATION AREA AND TARGET LINE INSTALLATIONS REFER TO SHEET C2
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EXIST. CLUBHOUSE
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AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text NFE PROJECT No.: I866-04
GRAND RIVER AVE.
LEGEND
TOPOGRAPHIC SURVEY NOTES
MISS DIG / UTILITY DISCLAIMER NOTE
FLOOD HAZARD NOTE
BASIS OF BEARING NOTE
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AutoCAD SHX Text A MISS DIG TICKET NUMBER ___________, PURSUANT TO MICHIGAN PUBLIC ACT 174 WAS ENTERED FOR THE SURVEYED PROPERTY. DUE TO THE EXTENDED REPORTING PERIOD FOR UNDERGROUND FACILITY OWNERS TO PROVIDE THEIR RECORDS, THE SURVEY MAY NOT REFLECT ALL THE UTILITIES AT THE TIME THE SURVEY WAS ISSUED ON ____________. THE SURVEY ONLY REFLECTS THOSE UTILITIES WHICH COULD BE OBSERVED BY THE SURVEYOR IN THE FIELD OR AS DEPICTED BY THE UTILITY COMPANY RECORDS FURNISH PRIOR TO THE DATE THIS SURVEY WAS ISSUED. THE CLIENT AND/OR THEIR AUTHORIZED AGENT SHALL VERIFY WITH THE FACILITY OWNERS AND/OR THEIR AUTHORIZED AGENTS, THE COMPLETENESS AND EXACTNESS OF THE UTILITIES LOCATION.
AutoCAD SHX Text THIS PROPERTY IS NOT LOCATED WITHIN THE FLOOD HAZARD AREA INDICATED BY FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. ?????? ???? ? DATED: 00-00-00
AutoCAD SHX Text THE BASIS OF BEARING FOR THIS SURVEY WAS ESTABLISHED BY THE RECORD DESCRIPTION AS SHOWN IN THE PLAT REFERENCED HEREON.
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AutoCAD SHX Text BALD MOUNTAIN 5-STAND IMPROVEMENTS REFER TO BASE BID AND BID ALTERNATE ARCHITECTURAL AND MEP SHEETS
AutoCAD SHX Text BALD MOUNTAIN LEAD RECLAMATION AREA AND TARGET LINE INSTALLATION REFER TO SHEET C2.1
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EXIST. CLUBHOUSE
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EXIST. BAFFLE
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SCALE 1" = 120'
AutoCAD SHX Text 0'
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AutoCAD SHX Text 240'
AutoCAD SHX Text 360'
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NF
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ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text NFE PROJECT No.: I866-04
AutoCAD SHX Text
EX. BAFFLE
AutoCAD SHX Text
EX. BAFFLE
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BALD MOUNTAIN SHOOTING STALL IMPROVEMENTS REFER TO SHEETS A119 THRU A129
AutoCAD SHX Text ISLAND LAKE 5 STAND IMPROVEMENTS REFER TO BASE BID AND BID ALTERNATE ARCHITECTURAL & MEP SHEETS
BALD MOUNTAIN 5-STAND IMPROVEMENTS REFER TO BASE BID AND BID ALTERNATE ARCHITECTURAL AND MEP SHEETS
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EXISTING BURIED CABLES
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SIGN
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LIGHT POLE
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OVERHEAD LINES
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EXISTING WATER MAIN
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EXISTING STORM SEWER
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EX. R.Y. CATCH BASIN
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EXISTING GAS MAIN
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EXISTING SAN. CLEAN OUT
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GUY POLE
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UTILITY POLE
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GUY WIRE
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CATCH BASIN
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MANHOLE
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GATE VALVE
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HYDRANT
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EXISTING SANITARY SEWER
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MANHOLE
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AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text NFE PROJECT No.: I866-04
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EXIST. BAFFLE
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EXIST. BAFFLE
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EXIST. BAFFLE
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EXIST. CONCRETE
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TOP OF BERM
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TOP OF BERM
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EXIST. SHOOTING STALLS
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EXIST. SHOOTING STALLS
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EXIST. SHOOTING STALLS
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SCALE: 1" = 50'
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EXIST. STORM
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LEAD RECLAMATION AREA
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LEAD RECLAMATION AREA
AutoCAD SHX Text RECYLCLEX TRM-V TURF REINFOCEMENT MAT (OR EQUAL) COVER W/ 2" TOPSOIL AND SIDE SEEDING
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RECYCLEX TRM-V TURF REINFORCEMENT MAT (OR EQUAL)
AutoCAD SHX Text 1 12±
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EXISTING RICOCHET BAFFLE
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EXISTING GROUND SURFACE VARIES
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SCALE: N.T.S.
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PROPOSED GRADE
AutoCAD SHX Text LEAD RECLAMATION WORK SCOPE 1. CONTRACTOR TO DEVELOP AND PROVIDE A WORK PLAN INCLUDING: -HEALTH AND SAFETY PLAN (HASP) -SOIL EROSION CONTROL MEASURES INCLUDING STORM INLET PROTECTION -TEMPORARY SITE ACCESS PLAN -APPROPRIATE WARNING SIGNAGE -LEAD DUST CONTAINMENT AND APPROPRIATE VENTILATION NOTE: OWNER TO PROVIDE CONTRACTOR ACCESS TO WATER SUPPLY. NOTE: OWNER TO PROVIDE CONTRACTOR ACCESS TO WATER SUPPLY. : OWNER TO PROVIDE CONTRACTOR ACCESS TO WATER SUPPLY. 2. EXCAVATE EXISTING BACKSTOP MATERIAL UP TO 2' DEPTH 3. SCREEN MATERIAL FROM BACKSTOP BERMS UNTIL LEAD RECLAMATION BECOMES ECONOMICALLY INFEASIBLE AND/OR ±90% OF LEAD BULLETS AND BULLET FRAGMENTS (MEASURED AS PERCENTAGE OF WEIGHT) ARE REMOVED FROM MATERIAL. ARE REMOVED FROM MATERIAL. 4. UTILIZE MULTI-TIERED SCREEN PLANT TO PROVIDE GROSS SEPARATION OF EXCAVATED MATERIAL FROM BULLETS AND BULLET FRAGMENTS SO THAT LEAD FRAGMENTS GREATER THAN " ARE COMPLETELY REMOVED. 14" ARE COMPLETELY REMOVED. 5. CONTRACTOR TO CONTAINERIZE, WEIGH AND ARRANGE FOR TRANSPORTATION OF LEAD FOR RECYCLING AT LEGAL DISPOSAL/RECYCLING FACILITY OF ITS CHOOSING. DISPOSAL/RECYCLING FACILITY OF ITS CHOOSING. 6. RESTORE BACKSTOP BERMS WITH SCREENED MATERIAL AND PER TYPICAL SECTION SHOWN ON THIS SHEET. 7. CONTRACTOR TO PROVIDE FINAL REPORT CONTAINING WASTE MANIFESTS, LEAD RECLAMATION CERTIFICATES AND OTHER DOCUMENTATION TO SERVE AS CERTIFIED DOCUMENTATION UPON EPA'S REQUEST TO OWNER. OTHER DOCUMENTATION TO SERVE AS CERTIFIED DOCUMENTATION UPON EPA'S REQUEST TO OWNER. 8. CONTRACTOR TO REIMBURSE DNR A 50% SPLIT OF NET VALUE OF RECYCLED LEAD. NET VALUE TO BE DETERMINED AS THE RECYCLED VALUE LESS THE SAME PERCENT COST OF CONTAINERS, PALLETS, HANDLING EQUIPMENT, TRANSPORT AND ANY APPLICABLE TAXES, TO BE USE TO OFFSET THE PROJECT COSTS BASED ON CURRENT LEAD RECYCLE VALUE PER POUND.
AutoCAD SHX Text 100YD RANGE 153 25 2 283 153 25 2 283 25 2 283 2 283 283 50YD RANGE 135 25 2 250 135 25 2 250 25 2 250 2 250 250 25YD RANGE 133 25 2 246 133 25 2 246 25 2 246 2 246 246 TOTAL 780780
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RANGE/BERM
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BERM WIDTH
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BERM HEIGHT
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CUT DEPTH
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EST. CY VOL.
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ISLAND LAKE ESTIMATED VOLUMES (CONTRACTOR TO FIELD VERIFY)
AutoCAD SHX Text LEAD RECLAMATION NOTE ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL AND STATE SAFETY AND ENVIRONMENTAL REGULATIONS INCLUDING US DEPARTMENT OF LABOR REGULATIONS AS WELL AS ACHIEVING COMPLIANCE WITH OSHA, US EPA, STATE AND NRA/NSSF RECOMMENDED FIRING RANGE ENVIRONMENTAL BEST MANAGEMENT PRACTICES (BMPs).
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CONTRACTOR STAGING AREA
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RECLAIMED/SCREENED MATERIAL NATIVE TO SITE
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EX. CONCRETE WALKWAY
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TARGET LINE
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AutoCAD SHX Text "x4x7 OSB SHEET
AutoCAD SHX Text 2x4 PTL TOP & BOTTOM
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(FIELD VERIFY POST SPACING)
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6" SCH40 PVC SLEEVE
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%%UNOTES:
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1. INSTALL TARGET LINE TO PROVIDE ONE %%P7'w TARGET
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AREA PER SHOOTING STALL.
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2. LONG DISTANCE RANGE = 20
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MID DISTANCE RANGE = 10
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SHORT DISTANCE RANGE = 10
INSTALL TARGET LINES (TYPICAL 3 LOCATIONS)
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12" STORM
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8" STORM
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EXISTING BURIED CABLES
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SIGN
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LIGHT POLE
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OVERHEAD LINES
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EXISTING WATER MAIN
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EXISTING STORM SEWER
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EX. R.Y. CATCH BASIN
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EXISTING GAS MAIN
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EXISTING SAN. CLEAN OUT
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GUY POLE
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UTILITY POLE
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GUY WIRE
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CATCH BASIN
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MANHOLE
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GATE VALVE
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HYDRANT
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EXISTING SANITARY SEWER
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MANHOLE
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ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text NFE PROJECT No.: I866-04
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SCALE: 1" = 50'
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AREA OF LEAD RECLAMATION
AutoCAD SHX Text RECYLCLEX TRM-V TURF REINFOCEMENT MAT (OR EQUAL) COVER W/ 2" TOPSOIL AND SIDE SEEDING
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RECYCLEX TRM-V TURF REINFORCEMENT MAT (OR EQUAL)
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EXISTING RICOCHET BAFFLE
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EXISTING GROUND SURFACE VARIES
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SCALE: N.T.S.
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PROPOSED GRADE
AutoCAD SHX Text 100YD RANGE 124 22 2 202 124 22 2 202 22 2 202 2 202 202 50YD RANGE 177 22 2 288 177 22 2 288 22 2 288 2 288 288 25YD RANGE 85 22 2 139 85 22 2 139 22 2 139 2 139 139 TOTAL 629629
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RANGE/BERM
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BERM WIDTH
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BERM HEIGHT
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CUT DEPTH
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EST. CY VOL.
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BALD MOUTAIN ESTIMATED VOLUMES (CONTRACTOR TO FIELD VERIFY)
AutoCAD SHX Text LEAD RECLAMATION NOTE ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL AND STATE SAFETY AND ENVIRONMENTAL REGULATIONS INCLUDING US DEPARTMENT OF LABOR REGULATIONS AS WELL AS ACHIEVING COMPLIANCE WITH OSHA, US EPA, STATE AND NRA/NSSF RECOMMENDED FIRING RANGE ENVIRONMENTAL BEST MANAGEMENT PRACTICES (BMPs).
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EXIST. BAFFLE
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EXIST. SHOOTING STALLS
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LEAD RECLAMATION AREA
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CONTRACTOR STAGING AREA
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EXIST. SHOOTING STALLS
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EXIST. SHOOTING STALLS
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TOP OF BERM/RET. WALL
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TOP OF BERM/RET. WALL
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EXIST. BAFFLE
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EXIST. BAFFLE
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LEAD RECLAMATION AREA
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EXIST. CONCRETE
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EXIST. CLUBHOUSE
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EXIST. 5-STAND
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RECLAIMED/SCREENED MATERIAL NATIVE TO SITE
AutoCAD SHX Text LEAD RECLAMATION WORK SCOPE 1. CONTRACTOR TO DEVELOP AND PROVIDE A WORK PLAN INCLUDING: -HEALTH AND SAFETY PLAN (HASP) -SOIL EROSION CONTROL MEASURES INCLUDING STORM INLET PROTECTION -TEMPORARY SITE ACCESS PLAN -APPROPRIATE WARNING SIGNAGE -LEAD DUST CONTAINMENT AND APPROPRIATE VENTILATION NOTE: OWNER TO PROVIDE CONTRACTOR ACCESS TO WATER SUPPLY. NOTE: OWNER TO PROVIDE CONTRACTOR ACCESS TO WATER SUPPLY. : OWNER TO PROVIDE CONTRACTOR ACCESS TO WATER SUPPLY. 2. EXCAVATE EXISTING BACKSTOP MATERIAL UP TO 2' DEPTH 3. SCREEN MATERIAL FROM BACKSTOP BERMS UNTIL LEAD RECLAMATION BECOMES ECONOMICALLY INFEASIBLE AND/OR ±90% OF LEAD BULLETS AND BULLET FRAGMENTS (MEASURED AS PERCENTAGE OF WEIGHT) ARE REMOVED FROM MATERIAL. ARE REMOVED FROM MATERIAL. 4. UTILIZE MULTI-TIERED SCREEN PLANT TO PROVIDE GROSS SEPARATION OF EXCAVATED MATERIAL FROM BULLETS AND BULLET FRAGMENTS SO THAT LEAD FRAGMENTS GREATER THAN " ARE COMPLETELY REMOVED. 14" ARE COMPLETELY REMOVED. 5. CONTRACTOR TO CONTAINERIZE, WEIGH AND ARRANGE FOR TRANSPORTATION OF LEAD FOR RECYCLING AT LEGAL DISPOSAL/RECYCLING FACILITY OF ITS CHOOSING. DISPOSAL/RECYCLING FACILITY OF ITS CHOOSING. 6. RESTORE BACKSTOP BERMS WITH SCREENED MATERIAL AND PER TYPICAL SECTION SHOWN ON THIS SHEET. 7. CONTRACTOR TO PROVIDE FINAL REPORT CONTAINING WASTE MANIFESTS, LEAD RECLAMATION CERTIFICATES AND OTHER DOCUMENTATION TO SERVE AS CERTIFIED DOCUMENTATION UPON EPA'S REQUEST TO OWNER. OTHER DOCUMENTATION TO SERVE AS CERTIFIED DOCUMENTATION UPON EPA'S REQUEST TO OWNER. 8. CONTRACTOR TO REIMBURSE DNR A 50% SPLIT OF NET VALUE OF RECYCLED LEAD. NET VALUE TO BE DETERMINED AS THE RECYCLED VALUE LESS THE SAME PERCENT COST OF CONTAINERS, PALLETS, HANDLING EQUIPMENT, TRANSPORT AND ANY APPLICABLE TAXES, TO BE USE TO OFFSET THE PROJECT COSTS BASED ON CURRENT LEAD RECYCLE VALUE PER POUND.
AutoCAD SHX Text
6" SCH40 PVC PIPE BURIED 36"
AutoCAD SHX Text 4"x4"x8' PTL POST IN PVC PIPE SECURED BY WOOD WEDGES.
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EX. CONCRETE WALKWAY
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PVC PIPES ALIGNED WITH STRUCTURE SUPPORT LUMBER
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EX. CONCRETE WALKWAY
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TARGET LINE
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AutoCAD SHX Text "x4x7 OSB SHEET
AutoCAD SHX Text 2x4 PTL TOP & BOTTOM
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(FIELD VERIFY POST SPACING)
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6" SCH40 PVC SLEEVE
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LEAD RECLAMATION AREA
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%%UNOTES:
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1. INSTALL TARGET LINE TO PROVIDE ONE %%P7'w TARGET
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AREA PER SHOOTING STALL.
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2. LONG DISTANCE RANGE = 15
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MID DISTANCE RANGE = 10
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SHORT DISTANCE RANGE = 10
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ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text NFE PROJECT No.: I866-04
AutoCAD SHX Text
SCALE: 1" = 50'
AutoCAD SHX Text
PROPOSED CONCRETE WALK
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
6X6 W1.4/W1.4 REMESH PER ASTM A884
AutoCAD SHX Text
MDOT 3500 HP CONCRETE MIX BROOM FINISH
AutoCAD SHX Text
MDOT 21AA AGGREGATE BASE COMPACT TO 95% BY PROCTOR
AutoCAD SHX Text
SLOPE: 2% MAX IN ANY DIRECTION
AutoCAD SHX Text
PROPOSED 4" CONCRETE WALKWAY (SEE DETAIL)
AutoCAD SHX Text
EXISTING 5-STAND SHOOTING STRUCTURE
AutoCAD SHX Text
EXISTING CLUBHOUSE
AutoCAD SHX Text
EXISTING EDGE OF GRAVEL
AutoCAD SHX Text
EXISTING 5-STAND SHOOTING STRUCTURE
AutoCAD SHX Text
EXISTING SHOOTING STALLS
AutoCAD SHX Text
EXISTING SHOOTING STALLS
AutoCAD SHX Text
EXISTING STORAGE
REMOVE AND REPLACE EXISTING CONCRETE WALK AS NECESSARY
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