G ROBERT COTTON 472.20020.RWG CONSTRUCTION DRAWINGS 35-42.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ - 171 - 240000000324
- Issued by
- Jackson County, Michigan
About this file
This document contains construction drawings and details for a project titled "Drives, Walks, & Parking Lot Reno" at the Robert Cotton Correctional Facility in Jackson, Michigan. The project is being administered by the Michigan Department of Technology, Management, and Budget, State Facilities Administration, Design and Construction Division. The drawings provide detailed specifications for site improvements including a shade shelter, picnic tables, benches, trench drains, sidewalks, ramps, and loading docks. Bids for this project are due on March 4, 2024, and the contract will be awarded at a later date. The contract term and any renewal options are not specified.
The construction documents provide detailed pricing information, including requirements for materials, labor, and installation. There are no set-asides or incumbents mentioned. The project appears to be funded by the state, but the specific funding sources and amounts are not provided. Other important details include instructions for submitting questions and proposals through the SIGMA VSS system, as well as requirements for electronic bid submissions.
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Scale:
Brick Seatwall 3/4"=1'-0"
Scale:
Shade Shelter 1/4"=1'-0"
SIDE ELEVATION
FRONT ELEVATION
Scale:
Bench 1/2"=1'-0"
Scale:
Picnic Table 1/2"=1'-0"
FRONT ELEVATION
Scale:
Trench Drain - Cross Section 1"=1'-0"
Scale:
Sawcutting at Fence 1"=1'-0"
Scale:
Shade Shelter Footing N.T.S
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AutoCAD SHX Text
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4" CONCRETE PAVING
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1" CHAMFERED EDGE
AutoCAD SHX Text 4-#4 VERTICAL RERODS 2" CLEAR. #3 REROD TIES AT 12" O.C. HORIZONTAL WITH 12" LAP.
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4,000 PSI CONCRETE
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COMPACTED SUBGRADE
AutoCAD SHX Text 1'-10 "12"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text PRECAST CONCRETE PIER CAP COLOR: S-3 WHITE WITH ACID ETCH FINISH. ENSURE ANCHOR BOLTS ARE LOCATED IN WALL CAVITY, 2" CLEAR.
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BELDEN BRICK, RUNNING BOND PATTERN, PROVIDE SAMPLES FOR COLOR SELECTION.
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LATERAL TIES EVERY 3 COURSES OF BRICK
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MEDIUM SANDBLAST FINISH TOP OF CONCRETE FOOTING
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8'-0" - REF.
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8'-2 " 12" - REF.
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20'-0" - REF.
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GALVALUME COATED, KYNAR 500 PAINTED MULTI-RIB ROOFING
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10'-7" - REF.
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AutoCAD SHX Text 20'-0"
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SHELTER TO BE POLIGON 20 X 20MR MODEL# DB-99
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COLUMN LAYOUT
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FINISH GRADE - REF
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GUTTER DOWN SPOUT
AutoCAD SHX Text 16'-0"
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3'-0" TYP.
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SHELTER FOOTING DETAIL, TYPICAL OF 6
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AutoCAD SHX Text C8.3
AutoCAD SHX Text 6'-2"
AutoCAD SHX Text 2'-9 "12"
AutoCAD SHX Text 1'-4 "12"
AutoCAD SHX Text EXPOSITION 6' CONTOUR BENCH, BY ANOVA, MODEL#LEXC6 COLOR: TBD INSTALL AND ANCHOR PER MANUFACTURERS INSTRUCTIONS
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AutoCAD SHX Text C8.3
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PROVIDE PRODUCT DATA
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4" DEPTH CONCRETE, THICKEN TO 6" DEPTH AT ANCHOR BOLTS
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AutoCAD SHX Text C8.1
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AutoCAD SHX Text C8.3
AutoCAD SHX Text 2'-7 "12"
AutoCAD SHX Text 3'-11 "12"
AutoCAD SHX Text 6'-11 "12"
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AutoCAD SHX Text EXPOSITION TABLE WITH 4 FLAT SEATS, BY ANOVA, MODEL# LEX1641 COLOR: TBD INSTALL PER MANUFACTURER'S RECOMMENDATIONS
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PROVIDE PRODUCT DATA
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1'-0" TYP.
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4" DEPTH CONCRETE, THICKEN TO 6" DEPTH AT ANCHOR BOLTS
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AutoCAD SHX Text C8.1
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EVERGRATE CURB OPENING MODEL:C-846T
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6" THICK GROUTED RIP RAP
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SHELTER COLUMN WITH DOWNSPOUT
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CONTROL JOINT
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4" CONCRETE PAVING
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EVERGRATE TRENCH DRAIN MODEL:T-08C CONTINUUM WITH CHANNEL FRAME
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PLAN VIEW
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text 6"
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EVERGRATE CURB OPENING MODEL:C-846T
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SHELTER COLUMN
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EVERGRATE T-08C CONTINUUM TRENCH DRAIN ASSEMBLY
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6" THICK GROUTED RIP RAP
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2" M.D.O.T. 6A CUSHION
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SKAPS GT-180 GEOTEXTILE OR EQUAL
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SECTION 2
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SCALE: 1/2" = 1'
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SHELTER FOOTING
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6" CONCRETE PAVING
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COMPACTED MDOT CL 11 SAND BASE
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DOWNSPOUT OF SHELTER
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SLOPE 1% MIN. - 2% MAX.
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CUSTOM EXTENSION ON DOWNSPOUT OPENING (PROVIDE SHOP DRAWINGS)
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CUSTOM EXTENSION ON DOWNSPOUT OPENING (PROVIDE SHOP DRAWINGS)
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EXPANSION JOINT
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6" SLIP DOWEL 3" 0.C.
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6" CONCRETE PAVING
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AutoCAD SHX Text EVERGRATE TRENCH DRAIN PRODUCT:T-08C CONTINUUM FRAME MATERIAL:A36 MILD STEEL FRAME FINISH:UNCOATED OR HOT DIP GALVANIZED
AutoCAD SHX Text NOTES: 1. STANDARD SLOPE IS 1% UNLESS OTHERWISE SPECIFIED 2. REINFORCE ACCORDING TO STRUCTURAL REQUIREMENTS 3. TRENCH DRAIN MUST BE " BELOW FINISHED CONCRETE GRADE18" BELOW FINISHED CONCRETE GRADE
AutoCAD SHX Text EVERGRATE, A DIVISION OF J.R.HOE 800-245-5521 INFO@EVERGRATE.COM www.evergrate.com
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COMPACTED EARTH
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6" MIN
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EXPANSION JOINT
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6" SLIP DOWEL 3' O.C.
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AutoCAD SHX Text 8 "14"
AutoCAD SHX Text 8"
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4" CONCRETE PAVING 6" THICKENED EDGE
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6" MDOT CLASS II SAND BASE COMPACTED TO 95%
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AutoCAD SHX Text C8.3
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AutoCAD SHX Text SAWCUT PAVING 2" FROM EXISTING FOOTING OR AS CLOSE AS POSSIBLE AS TO NOT DAMAGE FOOTING
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DRIVES, WALKS, PARKING LOT RENO
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3500 N ELM AVE JACKSON, MI 49201
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ARCHITECT PROJECT#
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SHEET
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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ISSUED FOR
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IDENTIFICATION NO.
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DATE
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BID SET 03.04.2024
AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021
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ROBERT COTTON CORRECTIONAL FACILITY
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STATE FILE #
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472/20020.RWG
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CONSTRUCTION DETAILS
AutoCAD SHX Text C8.3
AutoCAD SHX Text SHELTER NOTES: : SHELTER TO FACTORY FINISHED POWDER COAT PAINT SYSTEM. METAL ROOF TO BE PITCHED PER PLAN, MCELROY STANDING SEAM ROOF OR APPROVED EQUAL. TONGUE AND GROOVE DECKING TO BE PRE-STAINED IN COLOR PER LANDSCAPE ARCHITECT. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. STEEL FRAMING, COLUMNS, AND ROOF COLOR TO BE PER LANDSCAPE ARCHITECT. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. LAYOUT ALL SHELTER ELEMENTS FROM THE CENTER OF THE SHELTER. COORDINATE LAYOUT WITH FINAL SHELTER SHOP DRAWINGS. CONTRACTOR TO PROVIDE ALL NECESSARY ENGINEERING DRAWINGS FROM MANUFACTURER TO ACQUIRE BUILDING OCCUPANCY PERMIT FROM THE STATE OF MICHIGAN
Landscape Edger 1-1/2"=1'-0" Scale:
Pedestrian Ramp with Railing- Plan 1/4"=1'-0"
Scale:
Pedestrian Ramp with Railing- Elevation 1/4"=1'-0"
Scale:
Pedestrian Ramp with Railing - Section @ 24" Ht.
3/4"=1'-0"
Scale:
Pedestrian Ramp with Railing- Section @ 12" Ht.
3/4"=1'-0"
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Pipe Rail Connection 1-1/2"=1'-0"
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Wall Control Joint 1-1/2"=1'-0"
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Shrub Installation 1/2"=1'-0"
Scale:
Rain Garden Stones 1/2"=1'-0"
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AutoCAD SHX Text 4" HIGH TERRACE BOARD BY MASTERMARK (800-535-4838). MODEL NO.S 94349 0-11047 94340-3 & 99310 0-11047 99310-1.
AutoCAD SHX Text 1"
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LAWN
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SUBGRADE
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PLANTING AREA
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10" WOOD STAKE SECURED TO EDGING 4' O.C.
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26'-0" RAMP
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7'-6" LANDING
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2'-0" MIN.
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4" MAX.
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AutoCAD SHX Text C8.4
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AutoCAD SHX Text EXISTING DOOR TO REMAIN, REMOVE AND REPLACE METAL THRESHOLD, PROVIDE PRODUCT DATA.
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MEET EXISTING FIRST FLOOR ELEVATION, 937.60
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EXISTING FACE OF BUILDING
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CONTROL JOINTS IN CONCRETE RAMP TO ALIGN WITH HANDRAIL POSTS
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2% MAX.
AutoCAD SHX Text 7.69%
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HANDRAIL, TYPICAL OF BOTH SIDES OF RAMP
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AutoCAD SHX Text C8.4
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2'-0" MAX.
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7'-0" LANDING
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26'-0" RAMP
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1'-6" WHEN WALL HEIGHT IS LESS THAN 12"
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FINISHED GRADE
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AutoCAD SHX Text C8.4
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AutoCAD SHX Text C8.4
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BOTTOM OF FOOTING, SEE SECTION
AutoCAD SHX Text 1-1/2" SCHEDULE 40 HANDRAILS, GALVANIZED , PRIMED AND PAINTED RED, PROVIDE SHOP DRAWINGS
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EQ. SPACED 6'-0" MAX.
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WALL CONTROL JOINT
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AutoCAD SHX Text C8.4
AutoCAD SHX Text NOTES: 1. PROVIDE SHOP DRAWINGS FOR ALL PROVIDE SHOP DRAWINGS FOR ALL RAILING, PRIME AND PAINT PER SPECIFICATIONS. 2. ALL WELDS TO BE CLAN AND SMOOTH. ALL WELDS TO BE CLAN AND SMOOTH. 3. FACE OF WALL TO HAVE SMOOTH FINISH. FACE OF WALL TO HAVE SMOOTH FINISH.
AutoCAD SHX Text 1'-0"
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END OF RAMP, SEE GRADING PLAN
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TOP OF RAMP, SEE GRADING PLAN
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FOUNDATION WALL BELOW
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CONCRETE FILLED PIPE BOLLARD, TYP. OF 2
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AutoCAD SHX Text C8.7
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AutoCAD SHX Text 9'-0"
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34" CHAMFER
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4,000 PSI CONCRETE
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EXPANSION JOINT, CONTINUOUS AROUND RAMP
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PIPE RAIL CONNECTION
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AutoCAD SHX Text 1-1/2" SCHEDULE 40 HANDRAILS, TYPICAL OF BOTH SIDES OF RAMP, GALVANIZED , PRIMED AND PAINTED RED, PROVIDE SHOP DRAWINGS
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FACE OF EXISTING BUILDING
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CONCRETE PAVING, 6" DEPTH
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AutoCAD SHX Text C8.4
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#4 REBAR 12" O.C. EACH WAY
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8" MDOT CLASS II SAND BASE AT 95% COMPACTION
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EXPANSION JOINT
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AutoCAD SHX Text C8.4
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AutoCAD SHX Text C8.1
AutoCAD SHX Text 6"
AutoCAD SHX Text 8'-0"
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AutoCAD SHX Text C8.4
AutoCAD SHX Text 6"
AutoCAD SHX Text 9'-0"
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34" CHAMFER
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PIPE RAIL CONNECTION
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AutoCAD SHX Text C8.4
AutoCAD SHX Text 1-1/2" SCHEDULE 40 HANDRAILS, TYPICAL OF BOTH SIDES, GALVANIZED , PRIMED AND PAINTED RED, PROVIDE SHOP DRAWINGS
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FACE OF EXISTING BUILDING
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CONCRETE PAVING, 6" DEPTH
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AutoCAD SHX Text C8.1
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EXPANSION JOINT
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EXPANSION JOINT, CONTINUOUS AROUND RAMP
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8" MDOT CLASS II SAND BASE AT 95% COMPACTION
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#4 REBAR 12" O.C. EACH WAY
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4,000 PSI CONCRETE
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CONCRETE PAVING, -8" DEPTH
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AutoCAD SHX Text SECURELY ANCHOR POST BY CORE DRILLING CONCRETE. SECURE POSTS WITH NON-SHRINK, NON-METALLIC GROUT AS PER SPECIFICATIONS
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CONCRETE PAVING
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HANDRAIL
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AutoCAD SHX Text 34" DEEP V-GROOVE, TYP. V GROOVE NOT REQUIRED AT WALLS COMPLETELY HIDDEN FROM VIEW BY EARTH
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SEE DETAILS FOR VERTICAL BAR LOCATION & SPACING
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ALTERNATE HORIZONTAL BARS CONTINUE THROUGH JOINT, OTHER BARS CUT 3" SHORT
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AT WALLS EXPOSED TO VIEW PROVIDE CONTROL JOINTS AS SHOWN DRAWINGS @ 14' MAX UNO
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3" SHREDDED BARK MULCH
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REMOVE ALL WIRE AND BURLAP FROM TOP OF ROOTBALL
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FINISH GRADE
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10" DEEP MIN. COMPACTED BACKFILL MIXTURE
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BACKFILL MIXTURE TO BE 1/3 SAND, 1/3 TOPSOIL, AND 1/3 PEAT
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10" DEPTH OF SPECIFIED PLANT BED SOIL MIX
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AGRIFORM PLANT FOOD TABLETS
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MIN.
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AutoCAD SHX Text C8.4
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MATERIAL SAMPLES REQUIRED
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AutoCAD SHX Text C8.4
AutoCAD SHX Text SET BOULDERS INTO GRADE A MINIMUM OF OF BOULDER. 14 OF BOULDER. BACKFILL AND COMPACT AROUND BOULDERS TO PREVENT ANY ROCKING OR MOVEMENT. FINAL LOCATION OF ALL BOULDERS SHALL BE APPROVED BY LANDSCAPE ARCHITECT.
AutoCAD SHX Text BOULDERS SHALL BE NATURAL MICHIGAN FIELD STONE. BOULDERS SHALL BE A MIX OF 20"-24", 16"-20", AND 12"-16". ALL SHALL BE CLEAN AND FREE FROM SHARP PROTRUSIONS. A SAMPLE BOULDER SHALL BE PROVIDED FOR APPROVAL BY LANDSCAPE ARCHITECT.
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FINISHED GRADE
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DRIVES, WALKS, PARKING LOT RENO
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3500 N ELM AVE JACKSON, MI 49201
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ARCHITECT PROJECT#
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SHEET
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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ISSUED FOR
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IDENTIFICATION NO.
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DATE
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BID SET 03.04.2024
AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021
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ROBERT COTTON CORRECTIONAL FACILITY
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STATE FILE #
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472/20020.RWG
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CONSTRUCTION DETAILS
C8.4
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RIPRAP - OUTLET PROTECTIONE12
EROSION & SEDIMENTATION CONTROL NOTES PERMANENT SEEDING NOTE:E8
S58
STANDARD CATCH BASIN TYPICAL TRENCH DETAIL TYPICAL TRENCH DETAIL
UNDER ASPHALT SURFACES ONLY
S-E-S-C KEYING SYSTEM
MICHIGAN DEPARTMENT OF MANAGEMENT AND BUDGET
PERMANENT SEEDINGE8
EROSION CONTROLS
BEST MANAGEMENT PRACTICESKEY
Stabilization method utilized on sites where earth change has been completed (final grading attained).
WHERE USEDSYMBOL
INLET PROTECTIONS58 Use at stormwater inlets, especially at construction sites.
SEDIMENT CONTROLS
A
A
LOADING DOCK AREA TRENCH DRAIN STANDARD STORM MANHOLE
TYPICAL DOGHOUSE CATCHBASIN
SECTION B-B
SECTION A-A
PLAN VIEW
B
B
A A
UNDERDRAIN STRUCTURE DETAIL
E12 RIPRAP
Use along shorelines, waterways, or where concentrated flows occur. Slows velocity, reduces sediment load, and reduces erosion.
STORM STRUCTURE FRAME
AND GRATE SCHEDULE
INLET PROTECTION - EROSION EEL
TYPE 1 - EXTERNAL TEMPORARY COLLECTION
Food Service Loading Dock - Plan 1/4"=1'-0"
Scale:
Loading Dock - Section 1/4"=1'-0"
Scale:
Loading Dock - Elevation 1/4"=1'-0"
Scale:
Loading Dock and Pedestiran Ramp - Cross Section 1/2"=1'-0"
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AutoCAD SHX Text
AutoCAD SHX Text C8.6
AutoCAD SHX Text
RAMP SEE GRADING PLAN
AutoCAD SHX Text
EXISTING OVERHEAD DOOR FIELD VERIFY LOCATION AND SIZE
AutoCAD SHX Text
EXISTING OVERHEAD DOOR FIELD VERIFY LOCATION AND SIZE
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
EXISTING BUILDING WALL
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
TRENCH DRAIN AT BOTTOM OF RAMP, SEE GRADING PLAN
AutoCAD SHX Text
LOADING DOCK WALL WITH BUMPER BLOCKS, 48" TALL
AutoCAD SHX Text
CONCRETE RAMP, 6" DEPTH
AutoCAD SHX Text
CHEEK WALL WITH GUARDRAIL
AutoCAD SHX Text
EXISTING MAN DOOR REMOVE AND REPLACE METAL THRESHOLD, PROVIDE PRODUCT DATA.
AutoCAD SHX Text
6" CONCRETE AT ELEVATED PLATFORM
AutoCAD SHX Text
RETAINING WALL WITH GUARDRAIL (APPROXIMATE HEIGHT 24")
AutoCAD SHX Text
2'-6" MIN.
AutoCAD SHX Text
CONCRETE STEPS WITH HANDRAIL (APPROXIMATELY 4 STEPS)
AutoCAD SHX Text
49'-0" PEDESTRIAN RAMP
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 28'-7 "12"
AutoCAD SHX Text 6"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 136°10'
AutoCAD SHX Text 19'-0"
AutoCAD SHX Text 6'-6"
AutoCAD SHX Text
3'-6" (3 STEPS)
AutoCAD SHX Text
46'-0" LOADING DOCK RAMP
AutoCAD SHX Text
4'-0" LANDING
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text C8.6
AutoCAD SHX Text 16'-1"
AutoCAD SHX Text
AutoCAD SHX Text C8.6
AutoCAD SHX Text
AutoCAD SHX Text C8.7
AutoCAD SHX Text
AutoCAD SHX Text C8.6
AutoCAD SHX Text
RAMP SEE GRADING PLAN
AutoCAD SHX Text
AutoCAD SHX Text C8.6
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text
CONCRETE PAVING -6" DEPTH
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
LOADING DOCK POWER RAMP HM6830
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
HAUNCH FOR PAVING
AutoCAD SHX Text 3 "12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 10"
AutoCAD SHX Text
1'-0" TYP.
AutoCAD SHX Text
TRENCH DRAIN, SEE CIVIL DRAWINGS
AutoCAD SHX Text
#4 REBAR 12" O.C. EACH WAY
AutoCAD SHX Text
4,000 PSI CONCRETE
AutoCAD SHX Text
MDOT CLASS II SAND BASE AT 95% COMPACTION
AutoCAD SHX Text
BOTTOM OF FOOTING FOR PEDESTRIAN RAMP, SEE SECTION
AutoCAD SHX Text
WALL CONTROL JOINT
AutoCAD SHX Text
AutoCAD SHX Text C8.4
AutoCAD SHX Text
CONCRETE PAVING, -8" DEPTH
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
EQ. SPACED 6'-0" MAX.
AutoCAD SHX Text
1-1/2" DIA. HANDRAIL
AutoCAD SHX Text
3'-0" TYP.
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text NOTES: 1. PROVIDE SHOP DRAWINGS FOR ALL PROVIDE SHOP DRAWINGS FOR ALL RAILINGS, PRIME AND PAINT PER SPECIFICATIONS. 2. ALL WELDS TO BE CLAN AND SMOOTH. ALL WELDS TO BE CLAN AND SMOOTH. 3. FACE OF WALL TO HAVE SMOOTH FINISH. FACE OF WALL TO HAVE SMOOTH FINISH.
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 2'-8 "12"
AutoCAD SHX Text
1-1/2" DIA. RAILS
AutoCAD SHX Text
2" DIA. POST
AutoCAD SHX Text
INFILL GUARDRAIL WITH " DIA. PICKETS 12" DIA. PICKETS MAX. 4' O.C.
AutoCAD SHX Text
GUARDRAIL WITH HANDRAIL
AutoCAD SHX Text
CONCRETE RAMP, 8" DEPTH
AutoCAD SHX Text
AutoCAD SHX Text C8.6
AutoCAD SHX Text
SAFETY RAIL, 1-1/2" DIA. TYP.
AutoCAD SHX Text
PIPE RAIL CONNECTION, TYP.
AutoCAD SHX Text
AutoCAD SHX Text C8.4
AutoCAD SHX Text
FACE OF RETAINING WALL, SEE GRADING PLANS
AutoCAD SHX Text
FINISHED GRADE, CONCRETE PAVING, 8" DEPTH
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
APPROX. 2'-4 "12"
AutoCAD SHX Text
FOOTING OF WALL BEYOND
AutoCAD SHX Text 6"
AutoCAD SHX Text
TOP OF LOADING DOCK RETAINING WALL, SEE GRADING PLANS
AutoCAD SHX Text
PEDESTRIAN RAMP BEYOND
AutoCAD SHX Text
SAFETY RAIL, 1-1/2" DIA. TYP.
AutoCAD SHX Text
4" MAX.
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 4"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-10"
AutoCAD SHX Text
AutoCAD SHX Text C8.7
AutoCAD SHX Text
CONCRETE FILLED PIPE BOLLARD, TYP. OF 4
AutoCAD SHX Text
AutoCAD SHX Text C8.7
AutoCAD SHX Text
LOADING DOCK POWER RAMP HM6830
AutoCAD SHX Text
AutoCAD SHX Text C8.6
AutoCAD SHX Text 6"
AutoCAD SHX Text
VARIES SEE GRADING PLAN
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
FINISH GRADE OF CONCRETE PAVING, 8' DEPTH
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
SAFETY RAIL
AutoCAD SHX Text
AutoCAD SHX Text C8.6
AutoCAD SHX Text
PIT CURB ANGLE PER POWER RAMP MANUAFACTURERES RECOMMENDATIONS
AutoCAD SHX Text
TOP OF LOADING DOCK, SEE GRADING PLAN
AutoCAD SHX Text
8" MDOT CLASS II SAND BASE AT 95% COMPACTION
AutoCAD SHX Text
4,000 PSI CONCRETE, TYP.
AutoCAD SHX Text
#4 REBAR 12" O.C. EACH WAY
AutoCAD SHX Text 9'-0"
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
AutoCAD SHX Text C8.4
AutoCAD SHX Text
EXPANSION JOINT AT FACE OF BUILDING
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
CONCRETE PAVING, 6" DEPTH
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text 8"
AutoCAD SHX Text 5"
AutoCAD SHX Text
GUARDRAIL WITH HANDRAIL
AutoCAD SHX Text
AutoCAD SHX Text C8.6
AutoCAD SHX Text
PIPE RAIL CONNECTION
AutoCAD SHX Text
AutoCAD SHX Text C8.4
AutoCAD SHX Text
34" CHAMFER, TYP.
AutoCAD SHX Text
EXPANSION JOINT CONTINUES AROUND RAMP
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
CONCRETE PAVING, 8" DEPTH
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
LOADING DOCK POWER RAMP HM6830 INSTALLED PER MANUFACTURERS RECOMMENDATIONS
AutoCAD SHX Text NOTE: POWER RAMP HM6830 AVAILABLE FROM OVERHEAD DOOR, JACKSON OR APPROVED EQUAL. 517.784.3328 SUBMITTALS REQUIRED
AutoCAD SHX Text
DRIVES, WALKS, PARKING LOT RENO
AutoCAD SHX Text
3500 N ELM AVE JACKSON, MI 49201
AutoCAD SHX Text
ARCHITECT PROJECT#
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
AutoCAD SHX Text
BID SET 03.04.2024
AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021
AutoCAD SHX Text
ROBERT COTTON CORRECTIONAL FACILITY
AutoCAD SHX Text
STATE FILE #
AutoCAD SHX Text
472/20020.RWG
AutoCAD SHX Text X
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text U
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AutoCAD SHX Text B
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AutoCAD SHX Text
CONSTRUCTION DETAILS
C8.6
Retaining Wall 1/2"=1'-0"
Scale:
Concrete Steps 1/2"=1'-0"
Scale:
Concrete Filled Pipe Bollard 1" = 1'-0"
M C
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Scale:
Sealcoat Area Plan 3/4"=1'-0"
AutoCAD SHX Text
SEALCOAT PER SPECIFICATIONS
AutoCAD SHX Text
EXISTING PERIMETER ROAD
AutoCAD SHX Text
AutoCAD SHX Text C8.7
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 10"
AutoCAD SHX Text
1'-0" TYP.
AutoCAD SHX Text 8"
AutoCAD SHX Text
SAFETY RAIL
AutoCAD SHX Text
AutoCAD SHX Text C8.6
AutoCAD SHX Text
EXPANSION JOINT AT BACK OF WALL, TYP.
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
CONCRETE PAVING -6' DEPTH
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
#4 REBAR , EACH WAY, 12" O.C.
AutoCAD SHX Text
4,000 PSI CONCRETE
AutoCAD SHX Text
8" MDOT CLASS II SAND BASE AT 95% COMPACTION
AutoCAD SHX Text
FACE OF STEPS BEYOND, TO HAVE SMOOTH FINISH
AutoCAD SHX Text
FINISH GRADE, CONCRETE PAVING, 8" DEPTH
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
AutoCAD SHX Text C8.7
AutoCAD SHX Text
CONCRETE PAVING -6' DEPTH, THICKENED TO 8" DEPTH
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text
FINISH GRADE, CONCRETE PAVING, 8" DEPTH
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text 12" EXPANSION JOINT WITH (2) " 12" DIA. X 12" LONG EPOXY COATED SLIP DOWELS, TYPICAL OF TOP AND BOTTOM.
AutoCAD SHX Text
PIPE RAIL CONNECTION
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text C8.4
AutoCAD SHX Text
1-1/2" O.C. SCHEDULE 40 HANDRAIL, GALVANIZED, PRIMED AND PAINTED.
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 8"
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
14" WASH ON TREADS WITH LIGHT BROOM FINISH ACROSS WIDTH OF STEP, TYP.
AutoCAD SHX Text
1'-2" TYP.
AutoCAD SHX Text
8" MDOT CLASS II SAND BASE @ 95% COMPACTION
AutoCAD SHX Text 8"
AutoCAD SHX Text
#4 REBAR, 12" O.C. EACH WAY
AutoCAD SHX Text
4,000 PSI CONCRETE
AutoCAD SHX Text
AutoCAD SHX Text C8.7
AutoCAD SHX Text
NOTE: 1. SET POSTS VERTICAL AND TRUE TO LINE SET POSTS VERTICAL AND TRUE TO LINE
AutoCAD SHX Text 6" O.D. STEEL GALVANIZED PIPE. POST TO HAVE YELLOW FLAT TOP COVER BY BOLLARD POST GUARD, OR APPROVED EQUAL.
AutoCAD SHX Text
4,000 P.S.I. CONCRETE FOOTING
AutoCAD SHX Text
CONCRETE PAVING
AutoCAD SHX Text
FILL BOLLARD WITH CONCRETE AND CROWN 1/4"
AutoCAD SHX Text
PITCH TOP OF FOOTING 1/4"
AutoCAD SHX Text 3'-6""
AutoCAD SHX Text
AutoCAD SHX Text C8.1
AutoCAD SHX Text 3'-6""
AutoCAD SHX Text
1'-6" DIA..
AutoCAD SHX Text
EXPANSION/ISOLATION JOINT
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
EDGE OF WALL
AutoCAD SHX Text
FOOTING
AutoCAD SHX Text
DRIVES, WALKS, PARKING LOT RENO
AutoCAD SHX Text
3500 N ELM AVE JACKSON, MI 49201
AutoCAD SHX Text
ARCHITECT PROJECT#
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
AutoCAD SHX Text
BID SET 03.04.2024
AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021
AutoCAD SHX Text
ROBERT COTTON CORRECTIONAL FACILITY
AutoCAD SHX Text
STATE FILE #
AutoCAD SHX Text
472/20020.RWG
AutoCAD SHX Text X
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text U
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AutoCAD SHX Text B
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AutoCAD SHX Text
CONSTRUCTION DETAILS
AutoCAD SHX Text C8.7
AutoCAD SHX Text
C8.7
VICINITY MAP
NOTES
SITE LOCATION
LEGEND
Horizontal Scale in Feet
80 160 R
CALL 3 WORKING DAYS
BEFORE YOU DIG
NATE RULZ
M C
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U P, I N
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R ec re at io n Pl an ds ca pe A rc hi te ct ur e
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I 94
CITY OF JACKSON
Parnall Rd
Ann Arbor Rd
U S
La ns in g
Av e
C oo pe r R d
H aw ki ns
R d
BENCHMARK INFORMATION
BASIS OF BEARINGS
SEE SHEET C9.2
SEE SHEET C9.3
SEE SHEET C9.4
N . E
LM
A
VE
E. PARNALL RD.
O'LEARY RD.
SITE KEY
C9.4
C9.2
C9.3
NOTES
LEGEND
Horizontal Scale in Feet
40 80 R
CALL 3 WORKING DAYS
BEFORE YOU DIG
NATE RULZ
M C
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A rc hi te ct
R ec re at io n Pl an ds ca pe A rc hi te ct ur e
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BENCHMARK INFORMATION
BASIS OF BEARINGS
M
AT
C H
L
IN
E:
S
EE
S
H T.
C 9.
FO
R C
O N
TI
N
U
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N
MATCH LINE: SEE SHT. C9.4 FOR CONTINUATION
SITE KEY
C9.4
N . E
LM
A
VE
O'LEARY RD.
POND
POND
NOTES
LEGEND
Horizontal Scale in Feet
40 80 R
CALL 3 WORKING DAYS
BEFORE YOU DIG
NATE RULZ
M C
SA
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U P, I N
C
A rc hi te ct
R ec re at io n Pl an ds ca pe A rc hi te ct ur e
(6
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MATCH LINE: SEE SHT. C9.4 FOR CONTINUATION
BENCHMARK INFORMATION
BASIS OF BEARINGS
SITE KEY
C9.4
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