21-046 Albion Armory Civil Drawings.pdf
PDF 4 MB Posted
- Attached to
- 511/21187. CAK; Albion Armory - Renovate Armory
- Solicitation number
- RFQ - 171 - 220000000461
- Issued by
- Calhoun County, Alden CDP, Michigan
About this file
This document contains civil engineering drawings and details for the Renovate Armory project for the Albion National Guard Armory located in Albion, Calhoun County, Michigan. The project is being managed by the State of Michigan Department of Technology, Management and Budget State Facilities Administration Design and Construction Division. The drawings provide plans for demolition, soil erosion control, site utilities, paving and grading, and other civil engineering details for renovating the existing armory facility.
The contract opportunity associated with this project is numbered 511/21187 and is titled "CAK; Albion Armory - Renovate Armory". The jurisdictions involved are Calhoun County and the City of Albion. No additional details are provided regarding the procurement process, response deadlines, award timelines, contract term, or pricing information.
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BENCHMARK
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CAUTION!!
CAUTION!!
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LEGAL DESCRIPTION OF PARCEL 1
3 WORKING DAYS
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
For free location of public utility lines
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Location Map
N Site
1" = 30'
BENCHMARK
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DEMOLITION NOTES
EX. PAVING LEGEND
SOIL EROSION CONTROL LEGEND
LEGEND
UTILITIES
TREE PROTECTION DETAIL-SECTION TREE PROTECTION DETAIL-PLAN
TEMPORARY CRUSHED CONCRETE
CONSTRUCTION ACCESS ROAD
RO
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Location Map
N Site
1" = 30'
Know what's below Call before you dig.
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STORM STRUCTURE SCHEDULE
E1
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ROSETTA BARRIER WALL
PROPOSED LOT LIGHTING
BENCHMARK
BENCHMARK
CAUTION!!
CAUTION!!
E BROADWELL STREET (66' Wide)
N C
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Location Map
N Site
1" = 30'
Know what's below Call before you dig.
R
PAVING LEGEND
ADA PARKING SIGNAGE DETAIL
JC
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SOIL EROSION CONTROL
SOIL CONDITIONS
SOIL EROSION NOTE
SILTFENCE DETAIL
SECTION A-A
FRONT VIEW
PLAN VIEW
SECTION B-B
SOIL EROSION AND SEDIMENT CONTROL - SEQUENCE
CONCRETE CURB DETAIL F2 CONCRETE CURB DETAIL F2 (REVERSE)
CONCRETE STRUCTURE APRON - CIRCULAR
SECTION A - A
PLAN VIEW
A
GROUTED STONE RIP-RAP
B "D"
C
SECTION B - B
SECTION C - C
B
"E " "F
C
A
"D" "F""E" SY
PIPE
DIA.
DAMAGE TO PRIVATE PROPERTY
SOIL EROSION CONTROL NOTES
TYPICAL PRE-CAST MANHOLE
TRENCH DETAIL A
SEWER NOT UNDER ROADBED
TRENCH DETAIL B
SEWER UNDER ROADBED
OR WITHIN INFLUENCE OF ROADBED
SIDEWALK RAMP, ADA, MODIFIED DETAIL
A
A
CONCRETE SIDEWALK SECTION
8" REINFORCED CONCRETE SECTION
4" HMA PAVING SECTION
2 FT. DIA CATCH BASIN STRUCTURE DETAIL
6" MONOLITHIC CURB
STREET CLEANING SCHEDULE (MINIMUM REQUIREMENT)
GRAVEL SHOULDER AND
PARKING AREA SECTION
PULVERIZED VEHICLE YARD SECTION
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TYPICAL FREESTANDING ROSSETTA "KODAH"
WALL SECTION
TYPICAL SECTION
(NO SCALE)
GUARD POST DETAIL
DUMPSTER ENCLOSURE SECTION
RAILING DETAIL AT SIDEWALK & RAMP
(6 FEET HIGH W/GALVANIZED FENCE)
(SIDEWALK AND DUMPSTER ENCLSURE)
CONCRETE BUMPER DETAIL
| M632-ENG-C01-BOUNDARY_TOPO |
| M632-ENG-C2-DEMO_SOIL EROSION |
| M632-ENG-C3-SITE_UTILITY |
| M632-ENG-C4-PAVING_GRADING |
| M632-ENG-C5-NOTES AND DETAILS |
| M632-ENG-C6-NOTES AND DETAILS |
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