C200 SITE PLAN.pdf
PDF 1 MB Posted
- Attached to
- 751/24162. DPL; Yankee Springs Shooting Range
- Solicitation number
- RFQ-171-250000000319-4
- Issued by
- Baraga County, Michigan
About this file
This document is a site plan for the Yankee Springs Shooting Range project, developed by the State of Michigan's Department of Technology, Management and Budget (DTMB) in Middleville, Michigan. The site plan details the proposed construction of a shooting range, including a ±2,663 square foot range area with associated infrastructure such as gravel roads, parking, underground electrical conduits, a 4' chain link fence with a 10' gate, and vault bathrooms. The plan includes provisions for minimizing environmental impact, such as coordinating with the DNR to preserve existing trees and relocating tree lines as necessary.
The site plan specifies technical details for construction, including an 8" crushed limestone gravel section over 4" natural sand, concrete sidewalks and pavements, and underground electrical conduits connected to an existing utility pole. The plan emphasizes contractor responsibilities, including safety compliance with OSHA regulations, obtaining necessary permits, coordinating with utility companies, and maintaining site conditions. The project appears to be funded through the state's facilities and business services administration, with design and construction managed by the Design and Construction Division, and engineering services provided by Colliers Engineering.
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Text version
G R
A V
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APPROXIMATE AREA FOR
PROPOSED GATE. COORDINATE
WITH TENANT FOR EXACT
LOCATION
EX. TREES
EX. TREES
EX. TREES
EX. GATE TO REMAIN
EX. WOOD POSTS
APPROXIMATE LOCATION OF
BURIED COMMUNICATIONS
EX. BACKSTOP AND BENCHES TO
BE SAVE ON SITE. COORDINATE
WITH TENANT FOR EXACT
STORAGE LOCATION
PROPOSED
SHOOTING
RANGE
±2663 SQ.
FT.
A
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22.0'
18.0'
34.0'
22.0'
5.0'
5.0'
R60.0'
H
8.5'
(TYP.)
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GENERAL NOTES:
1. THE UNDERGROUND STRUCTURES AND UTILITIES SHOWN ON THESE PLANS HAVE BEEN PLOTTED
FROM AVAILABLE SURVEYS AND RECORD MAPS, THEY ARE NOT CERTIFIED TO THE ACCURACY OF
THEIR LOCATION AND/OR COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
LOCATION AND EXTENT OF ALL UNDERGROUND STRUCTURES AND UTILITIES PRIOR TO ANY
DIGGING OR CONSTRUCTION ACTIVITIES IN THEIR VICINITY.
2. THE CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH TITLE 29 OF FEDERAL
REGULATIONS, PART 1926, SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION (OSHA).
3. ALL ROADS AND PRIVATE DRIVES SHALL BE KEPT CLEAN OF MUD, DEBRIS ETC. AT ALL TIMES.
4. REFER TO ARCHITECTURAL DRAWINGS FOR PRECISE BUILDING DIMENSIONS.
5. THE CONTRACTOR SHALL CONSULT THE CONSTRUCTION MANAGER BEFORE DEVIATING FROM
THESE PLANS.
6. IN ALL TRENCH EXCAVATIONS, CONTRACTOR MUST LAY THE TRENCH SIDE SLOPES BACK TO A SAFE
SLOPE, USE A TRENCH SHIELD OR PROVIDE SHEETING AND BRACING.
7. ALL EXISTING SURFACE APPURTENANCES (I.E. WATER VALVES, CATCH BASIN FRAMES AND GRATES, MANHOLE COVERS) WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO FINISHED GRADE.
8. AREAS DISTURBED OR DAMAGED AS PART OF THIS PROJECT'S CONSTRUCTION THAT ARE OUTSIDE OF
THE PRIMARY WORK AREA SHALL BE RESTORED, AT THE CONTRACTOR'S EXPENSE, TO THE
SATISFACTION OF THE OWNER'S REPRESENTATIVE.
9. THE CONTRACTOR SHALL CALL "MISS DIG" AT LEAST 3 WORKING DAYS (EXCLUDING WEEKENDS AND
HOLIDAYS) PRIOR TO CONSTRUCTION.
10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE CODES, ORDINANCES, DESIGN STANDARDS AND STANDARD SPECIFICATIONS OF THE AGENCIES WHICH HAVE THE RESPONSIBILITY
OF REVIEWING PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF ALL ITEMS INCLUDED IN THESE
PLANS.
11. UNLESS SPECIFICALLY STATED, THE CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL NECESSARY
PERMITS AS REQUIRED FOR CONSTRUCTION OF THIS PROJECT PRIOR TO THE BEGINNING OF WORK
FROM THE PREVIOUSLY MENTIONED AGENCIES.
12. THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS
AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS.
13. WHEN ANY EXISTING UTILITY REQUIRES ADJUSTMENT OR RELOCATION, THE CONTRACTOR SHALL
NOTIFY THE PROPER UTILITY COMPANY AND COORDINATE THE WORK ACCORDINGLY. THERE
SHALL BE NO CLAIM MADE BY THE CONTRACTOR FOR ANY COSTS CAUSED BY DELAYS IN
CONSTRUCTION DUE TO THE ADJUSTMENT OR RELOCATION OF UTILITIES.
14. THE CONTRACTOR IS TO VERIFY THAT THE PLANS AND SPECIFICATIONS THAT HE/SHE IS BUILDING
FROM ARE THE VERY LATEST PLANS AND SPECIFICATIONS THAT HAVE BEEN APPROVED BY ALL
APPLICABLE PERMIT-ISSUING AGENCIES AND THE OWNER. ALL ITEMS CONSTRUCTED BY THE
CONTRACTOR PRIOR TO RECEIVING THE FINAL APPROVAL AND PERMITS HAVING TO BE ADJUSTED
OR RE-DONE, SHALL BE DONE AT THE CONTRACTOR'S EXPENSE.
15. SHOULD THE CONTRACTOR ENCOUNTER CONFLICT BETWEEN THESE PLANS AND SPECIFICATIONS, EITHER AMONG THEMSELVES OR WITH THE REQUIREMENTS OF ANY AND ALL REVIEWING AND
PERMIT-ISSUING AGENCIES, HE/SHE SHALL SEEK CLARIFICATION IN WRITING FROM THE
CONSTRUCTION MANAGER BEFORE COMMENCEMENT OF CONSTRUCTION. FAILURE TO DO SO
SHALL BE AT THE SOLE EXPENSE TO THE CONTRACTOR.
16. THE CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS INDICATING ALL CHANGES AND
DEVIATIONS FROM APPROVED DRAWINGS.
17. ALL SIGNS AND TRAFFIC CONTROL MEASURES DURING CONSTRUCTION AND MAINTENANCE
ACTIVITIES SHALL BE CONSTRUCTED AND INSTALLED PER THE LATEST EDITION OF THE MICHIGAN
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.M.U.T.C.D.).
18. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE STANDARDS OF THE
MICHIGAN DEPARTMENT OF TRANSPORTATION.
SITE LEGEND:
PROPOSED GRAVEL
NUMBER OF PARKING SPACES
EXISTING GRAVEL
KEY NOTEA
KEY NOTES:
A. GRAVEL SECTION - 8" 21AA CRUSHED LIMESTONE OVER 4" OF
NATURAL SAND COMPACTED AND PROOFROLLED AS
RECOMMENDED BY THE GEOTECH REPORT.
B. CONCRETE SIDEWALK 4" NON-REINFORCED CONCRETE OVER 4"
AGGREGATE BASE
C. CONCRETE PAVEMENT 6" NON-REINFORCED CONCRETE OVER 4"
AGGREGATE BASE
D. VAULT BATHROOMS (BY OTHERS)
E. ADA STRIPPING AND SIGNAGE
F. WHEEL STOP (TYP.)
G. PROPOSED UNDERGROUND ELECTRICAL CONDUIT TO PROVIDE
POWER FOR LIGHTING AND GENERAL PURPOSE OUTLETS.
CONDUIT TO BE CONNECTED TO THE EXISTING UTILITY POLE
EAST OF THE GRAVES HILL TRAIL. COORDINATE EXACT
LOCATION AND CONNECTION WITH TENANT AND ELECTRICAL
PLANS.
G1. APPROXIMATE 20' OF DIRECTIONAL DRILLING OF
UNDERGROUND ELECTRICAL CONDUITS UNDER THE GRAVEL
ROAD.
H. APPROXIMATE LOCATION OF PROPOSED TREE LINE.
I. REMOVE EXISTING VEGETATION AS NECESSARY TO
ACCOMMODATE PROPOSED GRAVEL DRIVE. IF NECESSARY
ADJUST GRAVEL DRIVE TO AVOID REMOVING LARGE TREES.
COORDINATE WITH DNR.
J. 4' TALL CHAIN LINK FENCE WITH 10' GATE
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RELOCATED TREE LINE
PROPOSED CONCRETE
EXISTING TREE LINE
C200
SCALE : 1"=30'1 SITE PLAN
DEMO TREE LINE
EXISTING TREE LINE (TYP.)
H
R30.0'
R26.0'
R25.0'
R25.0'
R78.0'
1" = 30' SCALE BAR
30 60 90 FT
UNDERGROUND ELECTRIC SERVICE
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