2024-08-30 Construct PT Sidewalk Addendum 2 drawings.pdf
PDF 1 MB Posted
- Solicitation number
- RFQ 171 240000000648 4
- Issued by
- Crawford County, Michigan
About this file
This is an addendum containing construction drawings for the State of Michigan Department of Military and Veterans Affairs for the Construction of PT Sidewalk project at Camp Grayling Annual Training Site in Grayling, Michigan. The project involves constructing a one-mile running track sidewalk with ADA-compliant features, including a six-foot concrete sidewalk placed flush along the back of curb with a maximum two-percent slope toward the road. The scope includes installation of ADA-compliant sidewalk ramps, crosswalk striping with white twelve-inch wide markings spaced six feet on center, painted mile-marker designations at quarter-mile intervals, heavy-duty asphalt patches at designated locations, and eight Ashton benches with recycled plastic cedar seating and powder-coated lexington green metal finish. The design includes utility protection measures with a minimum two-foot separation from existing utility poles, an electrical transformer protection requirement, and a requirement for the contractor to pothole all existing utilities to verify locations and report discrepancies to the design engineer.
All excavated soil must remain on site and be coordinated with DMVA for placement of excess spoils, which shall be configured with maximum four-to-one slopes, surrounded with sediment control logs, and reseeded with DMVA-approved seed mix. The contractor assumes full liability and responsibility for all underground utility pipes, conduits, and structures shown or not shown on the drawings. The project drawings reference detailed specifications on sheets C-501 and C-501-S for concrete pavement, asphalt pavement, and sidewalk ramp details. The document was prepared by Paradigm Design Engineers and Architects based in Grand Rapids, Michigan, with a project number 2207099GR and dated August 30, 2024.
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Text version
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.5'
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6'
8.21'
8.78'
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY
AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE
CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY
THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
C -1
N
0 80' 160'CIVIL SITE LAYOUT
6'
6'
8'
6'
8' SECTION OF RUNNING
TRACK. ALONG HOWES
TOTAL TRACK
LENGTH = 1.00 MILES
5' BUFFER BETWEEN
ROADWAY
APPROXIMATE
BOTTOM OF DITCH
5' BUFFER BETWEEN
ROADWAY
8' BUFFER BETWEEN
ROADWAY
6' SIDEWALK PLACED FLUSH ALONG BACK OF
CURB WITH 2% MAX SLOPE TOWARDS ROAD.
SIDEWALK TO BE
PLACED ON
EXISTING MOUND
ALONG ROADWAY
APPROXIMATE
BOTTOM OF DITCH
2' SEPARATION FROM
UTILITY POLE (TYP)
PROTECT EXISTING ELECTRICAL
TRANSFORMER
2' SEPARATION FROM
UTILITY POLE (TYP)
2' SEPARATION FROM
UTILITY POLE (TYP) 2' SEPARATION FROM
UTILITY POLE (TYP)
ADA COMPLIANT
SIDEWALK RAMP
SEE DETAIL #4 ON
SHEET C-501
CROSS WALK STRIPING
WHITE 12" WIDE. 6' LONG. 6 FT SEPARATION ON CENTER.
RESTORE AREA BETWEEN
TRACK AND ROAD WITH
TOPSOIL AND NATIVE SEED.
PAINTED "START/FINISH" TEXT
(DETAIL # 1 / C-501)
2" WIDE PAINTED 1/4 AND
3/4 MILE MARK.
PLACE ADA COMPLIANT
SIDEWALK RAMP(SEE DETAIL
#4 ON SHEET C-501) WITH
CURB AND GUTTER AND 2 FT
WIDE ASPHALT PATCH PER
DETAIL 5, SHEET C-501-S
PLACE ADA COMPLIANT
SIDEWALK RAMP(SEE DETAIL
#4 ON SHEET C-501) WITH
CURB AND GUTTER AND 2 FT
WIDE ASPHALT PATCH PER
DETAIL 5, SHEET C-501-S
HEAVY DUTY ASPHALT
PER DETAIL 5, SHEET C-501-S
HEAVY DUTY ASPHALT PER
DETAIL 5, SHEET C-501-S
2' SEPARATION FROM
UTILITY POLE (TYP)
PAINTED "1/4 MILE" AND "3/4
MILE" TEXT. PLACE 1/4 MILE TEXT
ON EAST SIDE OF MARK (DETAIL
# 1 / C-501)
PAINTED "1/2 MILE" TEXT.
PLACED ON BOTH SIDES
OF MARK (DETAIL # 1 /
C-501)
PAINTED "1/4 MILE" AND "3/4
MILE" TEXT. PLACE 1/4 MILE TEXT
ON EAST SIDE OF MARK (DETAIL
# 1 / C-501)
ALL SOIL TO REMAIN ON SITE. CONTRACTOR
TO COORDINATE WITH DMVA FOR LOCATION
OF EXCESS SOIL SPOILS. SOIL SPOILS
SHALL HAVE MAX 4:1 SLOPES, BE
SURROUNDED WITH SEDIMENT CONTROL
LOG AND RESEEDED WITH DMVA APPROVED
SEED MIX.
N 7T
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HOWE RD.
HOWE RD.
N 4TH ST.
PARADE RD. PARADE RD.
PROPOSED LEGEND
LIGHT POLE
(RE: ELEC PLANS)
CONCRETE PAVEMENT (DETAIL 2 / C-501)
PROVIDE UNIT PRICE FOR
THIS SECTION REFER TO
SPECIFICATIONS
R4 4'
R15'
R69'
R44'
R4 4'
R64'
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PARADIGM DESIGN
www.paradigmae.com
Grand Rapids | Phoenix I Traverse City
415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504
(616) 785-5656
ENGINEERSARCHITECTS
JOB #2207099GR
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ASPHALT PAVEMENT (DETAIL 5 / C-501)
PROVIDE ASHTON BENCHES
QUANTITY: 8
LENGTH: 6 FEET
SEAT BACK: BACKED
INSTALLATION METHOD: SURFACE MOUNTED
SEAT COLOR: RECYCLED PLASTIC CEDAR
METAL FINISH: POWDER COATED
METAL COLOR: LEXINGTON GREEN
LOCATION: VERIFY FINAL LOCATION AROUND CAMP GRAYLING WITH DMVA
2" WIDE PAINTED 1/4 AND
3/4 MILE MARK.
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