22271 Addendum 1 Drawing Pkg 3.pdf
PDF 2 MB Posted
- Solicitation number
- RFQ - 171 - 230000000101
- Issued by
- Luce County, Michigan
About this file
This document is an addendum with drawings related to a state and local contract opportunity for the Newberry Correctional Facility Pavement Repair/Replacement Phase 1 project in Luce County, Michigan. The project involves profiles and plans for a trench drain system, catch basins, curb and gutter, pavement striping, and other site details. The addendum provides specifications for concrete, asphalt, and heated concrete pavement, as well as utility details for lighting poles and signage. Bid attachments must be uploaded to the SIGMA VSS system, and questions should be emailed to the designated contact. The bid deadline is 2:00 pm on the specified date.
The document outlines various pavement repair and replacement options, including standard duty and heavy-duty bituminous pavement with new base material, concrete pavement, and heated concrete. Pricing and quantities are not specified, but the project appears to be funded by the State of Michigan Department of Technology, Management and Budget. Bidders must comply with set-aside requirements, if any, and should review the current contract environment and any incumbent contractors.
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Profile View of PV - (1)
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TR 93.85
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ME 95.74 ME 95.65
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MIN 1%
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ADJ 93.34
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ME 87.53
ME 87.62
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ADJ 86.84
ADJ 86.67
887 2.8%
RIM 86.10
EX. RIM 87.39
EX. RIM 86.27
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C3 .5
SCALE: HORIZONTAL - 1' = 20' VERTICAL - 1" = 2'
TRENCH DRAIN PROFILE VIEW (STA 0+00 TO 1+49)
SCALE: 1" = 20'
TRENCH DRAIN PLAN VIEW (STA 0+00 TO 1+49)
4" ACO
KLASSIKDRAIN
TYPE 494D -
BLACK
EXISTING GRADE
PROPOSED GRADE
105 LF ACO 4" TRENCH
DRAIN
TD TIE-IN DROP TO 12" RCP.
RCP FLOW SOUTH TO
MH6005
40 LF 6" PVC
@0.75%
4" ACO
KLASSIKDRAIN
TYPE 476D -
IRON
SCALE: HORIZONTAL - 1' = 20' VERTICAL - 1" = 2'
CB100 TO FES 1 PROFILE VIEW (STA 0+00 TO 0+92)
SCALE: 1" = 20'
CB100 TO FES 1 PLAN VIEW (STA 0+00 TO 0+91)
82 LF 12" CL V RCP
@0.50%
FES 1
INV 12" NW 883.20
CB 100
RIM 886.10
INV 12" SE 883.61
EXISTING GRADE
PROPOSED GRADE
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MH6005 RIM=893.59
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ELEC
AutoCAD SHX Text 895.66
AutoCAD SHX Text 895.58
AutoCAD SHX Text 893.97
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3' SPLIT RAIL FENCE
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MH529 RIM=886.27
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MH610 RIM=886.51
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MH729 RIM=887.39
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MH1535 RIM=886.58
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20 PINE
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18 PINE
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18 PINE
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20 MAPLE
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CP #2
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ISSUED FOR
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FINAL RECORD
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CONSTRUCTION
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472/22271.ABG
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SHEET
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IDENTIFICATION NO.
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FILE NO.
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PRELIMINARY
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CHECKED: KE
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DRAWN: AT
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DESIGNED: KE
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DATE
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APPROVED: KE
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TUEBOR
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AutoCAD SHX Text Created by Robert W. Loftis
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JAN 4, 2023
AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1
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STATE OF MICHIGAN
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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DESIGN AND CONSTRUCTION DIVISION
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ADAM P. LACH, RA, DIRECTOR
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STATE FACILITIES ADMINISTRATION
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PROJECT NO.
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NO SCALE
Concrete Pavement
NOTES:
1. EXPANSION JOINTS SHALL BE INSTALLED SUCH THAT NO SINGLE DIMENSION EXCEEDS 50 FT.
AREA BETWEEN EXPANSIONS JOINTS NOT TO EXCEED 320 SQ FT.
2. 1/2 " EXPANSION PAPER SHALL BE PLACED AT ALL LOCATIONS THAT NEW SIDEWALK ABUTS
CONCRETE CURB, EXISTING SIDEWALK, LIGHT POLE BASES AND RETAINING WALLS.
3. SNAP-CAP EXPANSION JOINT STRIPS CAN BE USED ON ALL EXPANSION JOINTS
4. ALL EXPANSION JOINTS SHALL BE SEALED.
5. BROOM FINISH PARALLEL TO JOINTS AND PERPENDICULAR TO TRAFFIC (IF BROOMING PATTERN
NOT SHOWN).
COMPACTED SUBGRADE
6" MDOT CL II GRANULAR
MATERIAL COMPACTED TO 98% OF
MAX. DENSITY UNDER PAVEMENT.
4" 6"
1/2" WIDE HAND TOOLED CONTROL JOINT
TO A MIN DEPTH OF 1". TOTAL DEPTH OF
CONTROL JOINT MUST BE 1/4 OF SLAB
THICKNESS. IF SAWCUT IS REQUIRED TO
MEET THIS DEPTH, IT MUST BE COMPLETED
WITHIN 24 HOURS AFTER HAND TOOLING.
6" H
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ST
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C4.0
7EXPANSION JOINT
SEE PLANS & NOTE BELOW.
ADJACENT TREATMENT VARIES
JOINT FILLER
1/ 2"
1/2" BACKER ROD
PREMOLDED FIBER
POLYSEALANT
COMPACTED BASE
CONCRETE SIDEWALK
7 Expansion & Control Joint
NO SCALE
NOTE: SEALANT JOINT SHALL OCCUR
AT ALL EXPANSION JOINTS INDICATED
ON PLANS AND WHERE CONCRETE
WALKS ABUTT SUPPORTED CONCRETE
SLABS, BUILDING WALL, RETAINING
WALLS, OR CURBS.
NOTES:
1. ALL FABRICATION AND PAINTING TO BE
COMPLETED IN SHOP.
2. PREP., PRIME AND PAINT ALL SIGN COMPONENTS
(POSTS, SLEEVES, & CAPS WITH DUPONT IMRON,
25P & 333) PER MANUFACTURERS INSTRUCTIONS;
POSTS AND SLEEVE SHALL BE BLACK.
3. ALL WELDS SHALL BE GROUND, SANDBLASTED,
AND CLEANED BEFORE PAINTING.
4. TOUCH UP ALL BARE STEEL WITH ZRC COLD
GALVANIZING MATERIAL (OR APPROVED EQUAL)
PRIOR TO PAINTING.
5. CONTRACTOR SHALL PROVIDE COMPLETE SHOP
DRAWINGS FOR ALL REGULATORY SIGNS.
S S
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VARIES
2"
2"
1/
2"
4" V
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DRIVE POSTS 42" MINIMUM
COMPACTED SUBGRADE, TYP.
BLACK 2 PART POLYSEALANT AT JOINT
CL
WITH RUBBER WASHERS
3/8" GALV. BOLT/NUT
GALV. FENDER WASHERS
& LOCK WASHER
STOP, NO PARKING ANYTIME, BARRIER FREE PARKING, AND VAN
SIGNS PER MI MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MMUTCD);
NO PARKING FIRE LANE SIGNS PER FIRE DEPARTMENT STANDARDS;
VINYL. RICE SIGNS; 888.728.7665; REFLECTIVE VINYL;
ALUMINUM WITH PREDRILLED HOLES AND HARDWARE
1 3/4" X 1 3/4" X 1/8" SQUARE
GALVANIZED STEEL TUBING;
PAINTED
1 3/4" x 1 3/4" x 1/4"GALVANIZED
STEEL CAP WELD TO POST; PAINTED
2 1/4" X 2 1/4" X 1/8" SQUARE
GALVANIZED STEEL SLEEVE; PAINTED
11 Regulatory Sign
NO SCALE
NO SCALE
Crack Seal and Seal Coat
ALL CRACKS 1/8" & LARGER SHALL BE
CLEANED USING COMPRESSED AIR PRIOR
TO INSTALLING SEALANT COMPOUND.
ONCE ALL CRACKS AND PATCHES
HAVE BEEN REPAIRED TO THE
APPROVAL OF THE PROJECT
ENGINEER AND CONSTRUCTION
MANAGER, CONTRACTOR SHALL
APPLY ONE APPLICATION OF
BITUMINOUS SEALER (ADVANCED
FORMULA J-16, OR APPROVED
EQUAL) AND RESTRIPE
BITUMINOUS AS REQ'D WITH OIL
BASE PAVEMENT MARKINGS,
COLOR SHALL MATCH EXISTING.
FILL CRACK FULL DEPTH
WITH HOT RUBBER
MIX.W.R MEADOWS
'HI=SPEC' POLYMERIC
JOINT SEALING
COUMPOUND
EXISTING ASPHALT
EXISTING BASE
MATERIAL
C4 .0
S
EXISTING CONDITION
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5"
6" M
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REMOVE EXISTING
GRASS
Not to Scale
Standard Duty Bituminous Pavement with New Base
2"
COMPACT AND PROOF ROLL SUBGRADE.
INSTALL NEW MDOT 22A AGGREGATE BASE,
IF NECESSARY UNDERCUT AT DIRECTION OF
ENGINEER.
1.5" WEARING COURSE (SEE
SPECS FOR MIX DESIGN
MDOT SS-1H
TACK COAT
2.0"LEVELING COURSE (SEE
SPECS FOR MIX DESIGN)
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EXISTING CONDITION
S S
2"
M
IN
Not to Scale
Heavy Duty Bituminous Pavement with New Base
3"
COMPACT AND PROOF ROLL SUBGRADE.
INSTALL NEW MDOT 22A AGGREGATE BASE,
IF NECESSARY UNDERCUT AT DIRECTION OF
ENGINEER.
2" WEARING COURSE (SEE
SPECS FOR MIX DESIGN)
MDOT SS-1H
TACK COAT
3" LEVELING COURSE (SEE
SPECS FOR MIX DESIGN)
S S
EXISTING CONDITION
S S
1.
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6" M
IN
REMOVE EXISTING
2"- 4.5" BIT.
PAVEMENT
Not to Scale
Standard Duty Bituminous Pavement
2"
S S
EXISTING CONDITION
S S
2"
M
IN
REMOVE EXISTING
1"- 1.5" BIT.
PAVEMENT & 5.5"-
5.75" CONC.
Not to Scale
Heavy Duty Bituminous Pavement
3"
SCALE 1/4" = 1' - 0"
Barrier Free Parking Stall Striping o
AS DIMENSIONED
ON PLAN
AS DIMENSIONED
ON PLAN
18"
UNIVERSAL BARRIER
FREE PARKING
SYMBOL
4" BLUE PARKING
SPACE STRIPE
4" YELLOW DIVIDER STRIPE, AS
SPEC'D
4" BLUE
AISLE STRIPE
REMOVE EXISTING
SUB BASE AS
NECESSARY FOR
NEW PAVEMENT
CROSS SECTION
AND BASE
MATERIAL
EXISTING 5"- 11"
BASE MATERIAL
REMOVE EXISTING
GRASS
REMOVE EXISTING
SUB BASE AS
NECESSARY FOR
NEW PAVEMENT
CROSS SECTION
AND BASE
MATERIAL
EXISTING 4.5"- 7"
BASE MATERIAL
1"=1'-0"
Heated Concrete
ST
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SCALE 1/4" = 1' - 0"
Car Parking Striping
NOTE:
DIMENSIONS ARE TYPICAL FOR
EACH PARKING STALL UNLESS
NOTED OTHERWISE ON PLANS
4" WHITE PARKING
SPACE STRIPE
A S
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LA
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S
AS DIMENSIONED ON PLANS
C4.0
1.5" WEARING COURSE (SEE
SPECS FOR MIX DESIGN
MDOT SS-1H
TACK COAT
2.0"LEVELING COURSE (SEE
SPECS FOR MIX DESIGN)
2" WEARING COURSE (SEE
SPECS FOR MIX DESIGN)
MDOT SS-1H
TACK COAT
3" LEVELING COURSE (SEE
SPECS FOR MIX DESIGN)
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ISSUED FOR
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FINAL RECORD
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CONSTRUCTION
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472/22271.ABG
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SHEET
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IDENTIFICATION NO.
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FILE NO.
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PRELIMINARY
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CHECKED: KE
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DRAWN: AT
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DESIGNED: KE
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DATE
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APPROVED: KE
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TUEBOR
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AutoCAD SHX Text Created by Robert W. Loftis
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JAN 4, 2023
AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1
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STATE OF MICHIGAN
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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DESIGN AND CONSTRUCTION DIVISION
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ADAM P. LACH, RA, DIRECTOR
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STATE FACILITIES ADMINISTRATION
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PROJECT NO.
AutoCAD SHX Text Site Details
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REFER TO EXPANSION JOINT DETAIL DO NOT DRILL DOWELS INTO HEATED CONCRETE
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2" EXTRUDED POLYSTYRENE RIGID FOAM BOARD, MIN COMPRESSIVE STRENGTH OF 40 PSI
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ADJACENT STANDARD CONCRETE
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FASTEN TUBING TO INSULATION USING STAPLES AS RECOMMENDED BY MANUFACTURER
4" x 4" W4xW4 WELDED WIRE MESH IN BOTTOM THIRD OF CONCRETE POUR
C4 .1
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4' Diameter Catch Basin
2' -8
M
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FRAME AND COVER AS
SPECIFIED; SET IN 1" MORTAR
PRECAST CONCRETE
ADJ. RINGS OR BRICK
PRECAST CONCRETE
MANHOLE CONE AS SPECIFIED
PRECAST CONCRETE MANHOLE SECTIONS
OR 6" CONCRETE BLOCK AS SPECIFIED
MORTAR FILLET (TYP.)
ALUMINUM OR REINFORCED
POLYPROPYLENE STEPS, 16"
SPACING MAX.
PRECAST CONCRETE BASE
OR POURED-IN0-PLACE AS
SPECIFIED
6" COMPACTED GRANULAR
MATERIAL AS SPECIFIED
UNDISTURBED EARTH
4'-0" DIA.
4" MIN
2' -0
M
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SU
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8"
3' -4
ST
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1' -9
M
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NO SCALE
Trench Drain (Adjacent to Grass)
PITCH TO DRAIN
V A
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6" MIN.
CONCRETE SIDEWALK
PAVEMENT
PROVIDE 1/2" SMOOTH
STAINLESS STEEL DOWELS, 8"
LENGTH @ 2' O.C. SLEEVED
ON ONE END WITH VOID FOR
EXPANSION TO PAVEMENT
6" MIN. 1" 4" 1"6" MIN.
EXPANSION
JOINT; TYP.
18"
9"
4" 4"
3" 3"
4"
9" 1 4"8
#4 BAR, 1'
MIN LAP ON
BARS
NOTES:
1) AT 90° ANGLE POINTS IN THE CURB LINE, PLACE
EXPANSION JOINTS IN THE "LONG LEG" - 18" FROM
THE BACK-OF-CURB OF THE "SHORT LEG."
2) DOWEL CURB PATCHES TO ADJACENT CURB
NO SCALE
18" Gutter Pan
NOTE:
ALL NEW STORM SEWER CASTINGS SHALL
BE SECURED WITH "TAMPER-PROOF" SECURITY
BOLTS OR OTHER APPROVED FASTENERS.
GRASS
NO SCALE
Trench Drain (Concrete both sides)
PITCH TO DRAIN
V A
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6" MIN.
CONCRETE PAVEMENT
PROVIDE 1/2" SMOOTH
STAINLESS STEEL DOWELS, 8"
LENGTH @ 2' O.C. SLEEVED
ON ONE END WITH VOID FOR
EXPANSION TO PAVEMENT
6" MIN. 1" 4" 1"6" MIN.
EXPANSION
JOINT; TYP.
2 - #4 REBAR
CONTINUOUS
(TYP.)
8"
8"
2 - #4 REBAR
CONTINUOUS
(TYP.)
NO SCALE
2' Diameter Catch Basin
2' -8
M
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FRAME AND COVER AS
SPECIFIED; SET IN 1" MORTAR
PRECAST CONCRETE
ADJ. RINGS OR BRICK
PRECAST CONCRETE
MANHOLE CONE AS SPECIFIED
PRECAST CONCRETE MANHOLE SECTIONS
OR 6" CONCRETE BLOCK AS SPECIFIED
MORTAR FILLET (TYP.)
ALUMINUM OR REINFORCED
POLYPROPYLENE STEPS, 16"
SPACING MAX.
PRECAST CONCRETE BASE
OR POURED-IN0-PLACE AS
SPECIFIED
6" COMPACTED GRANULAR
MATERIAL AS SPECIFIED
UNDISTURBED EARTH
2'-0" DIA.
4" MIN
2' -0
M
IN
SU
M P
8"
3' -4
ST
A N
D A
RD
1' -9
M
A X
NOTE:
ALL NEW STORM SEWER CASTINGS SHALL
BE SECURED WITH "TAMPER-PROOF" SECURITY
BOLTS OR OTHER APPROVED FASTENERS.
LONGITUDINAL SECTION
SECTION A-A
A A
45° 6"
NOTES.
1. BAR GRATE IS REQUIRED AT ALL END SECTIONS, 18" DIA. OR LARGER.
2. END SECTIONS ARE ALL TO BE R.C.P., CLASS IV.
3. USE #6 VERTICAL AND #8 HORIZONTAL REBAR.
END OF BAR, TYP.
6-8" NATURAL COBBLE (RIP RAP)
FILTER FABRIC
6-8" NATURAL COBBLE (RIP RAP)
FILTER FABRIC
TWO (2) #4 REBAR IN CONC. FOOTING
End Section With Grate & Riprap
NO SCALE
2'
10'
12"
6" TYP.
6"
EQ EQ EQ EQ EQ
2 GRATE
HOLDERS
24"
ROUND
REINFORCED ROUND
PRECAST CONCRETE
BASE: 4000 PSI AT
28 DAYS
4 #7 WITH #3
TIES AT 12" O.C.
CONDUIT
COUPLING
SCHED. 40
PVC
3' -6
(M
IN
8' -0
" D
EP
TH
BOND EQUIPMENT
GROUNDING
CONDUCTOR TO
BOLT ASSEMBLY
HAND HOLE COVER
AND GROUNDING
LUG
LIGHTING
POLE
BOLT
COVER
BASE PLATE
PROVIDE LEVELING
NUT BELOW POLE
BASE
3/4" ANCHOR
BOLT (TYPICAL
FOR 4)
PAVEMENT OR
GRADE
CHAMFER
NOTE:
1. PROVIDE PRECAST CONCRETE BASE AS
MANUFACTURED BY NORTHERN CONCRETE PIPE, INC.
OR APPROVED EQUAL.
2. CONCRETE REINFORCEMENTS SHALL BE BARE, ZINC
GALVANIZED, OR ELECTRICALLY CONDUCTIVE COATED
STEEL. BOND ALL CONCRETE REINFORCEMENTS AND
ANCHOR BOLTS TOGETHER SO THAT SYSTEM IS
ELECTRICALLY CONTINUOUS.
NO SCALE
Lighting Pole Base Detail
AutoCAD SHX Text Utility Details
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ISSUED FOR
AutoCAD SHX Text
FINAL RECORD
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CONSTRUCTION
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472/22271.ABG
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SHEET
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IDENTIFICATION NO.
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text
PRELIMINARY
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CHECKED: KE
AutoCAD SHX Text
DRAWN: AT
AutoCAD SHX Text
DESIGNED: KE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED: KE
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text P
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text Created by Robert W. Loftis
AutoCAD SHX Text
JAN 4, 2023
AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1
AutoCAD SHX Text
STATE OF MICHIGAN
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
DESIGN AND CONSTRUCTION DIVISION
AutoCAD SHX Text
ADAM P. LACH, RA, DIRECTOR
AutoCAD SHX Text
STATE FACILITIES ADMINISTRATION
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PROJECT NO.
LIGHTING POLE BASE DETAIL NO NO NO SCALE
kip5861
NCF steam system layout
GRADING PNG
!CAUTION! STEAM TUNNEL
NO CONSTRUCTION TRAFFIC
COUNTY RD 428
COUNTY RD 428
!CAUTION! STEAM TUNNEL
NO CONSTRUCTION TRAFFIC
!CAUTION! STEAM TUNNEL
NO CONSTRUCTION TRAFFIC
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C5 .0Know what's below.
before you dig.Call
R
0 10050 300150
NEWBERRY
CORRECTIONAL FACILITY
1ST STREET
STA
TE STREET
LAYOUT AND MATERIALS LEGEND
HYDROSEED
1. TOPSOIL (4") AND HYDROSEED ALL DISTURBED TURF AREAS.
2. ALL IMPORTED TOPSOIL SHALL BE SCREENED AND BE APPROVED BY LANDSCAPE
ARCHITECT/ENGINEER PRIOR TO INSTALLATION. PROVIDE CERTIFICATION FOR ALL
IMPORTED TOPSOIL.
LANDSCAPE NOTES
LIMIT OF DISTURBANCE
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CB840 RIM=886.20
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CB846 RIM=886.29 SQ SOLID COVER
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CB982 RIM=887.36
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CB983 RIM=887.39
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CB1231 RIM=888.85
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CB1398 RIM=886.36
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CB1399 RIM=886.50
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CB1510 RIM=885.45
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CB5107 RIM=892.14
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CB5166 RIM=891.93
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CB5271 RIM=890.64
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FF=886.63
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SILL
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FF=886.51
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FF=887.72
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FF=891.61
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FF=886.92
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FF=886.74
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FF=887.71
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FF=891.56
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FF=891.26
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FF=893.41
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CARD READER
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EMER SHUT OFF
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MH529 RIM=886.27
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MH610 RIM=886.51
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MH729 RIM=887.39
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MH812 RIM=886.51
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MH824 RIM=886.97
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MH894 RIM=887.07
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MH968 RIM=888.34
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MH1028 RIM=887.58 12" W 881.98 12" ENE 882.58
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MH1135 RIM=888.28
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MH1159 RIM=886.47
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MH1220 RIM=889.62
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MH1229 RIM=889.12
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MH1230 RIM=889.30
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MH1324 RIM=887.11
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MH1400 RIM=886.64
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MH1501 RIM=890.00
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MH1509 RIM=887.72
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MH5138 RIM=892.83
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MH5620 RIM=890.99
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MH5634 RIM=892.59
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MH5782 RIM=891.86
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MH5787 RIM=891.82
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MH5790 RIM=891.52
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MH5977 RIM=892.06
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MH6005 RIM=893.59
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FUEL TANK
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TRENCH DRAIN
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FUEL TANK
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SIPGOT
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BUILDING
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MAINTENANCE BUILDING
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BUILDING
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BUILDING
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WAREHOUSE BUILDING
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BUILDING
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PLASTIC SHED
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CB1602 RIM=889.83
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FF=890.57
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SILL
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FF=895.65
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SILL
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FF=895.74
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3' SPLIT RAIL FENCE
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3' SPLIT RAIL FENCE
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MH1535 RIM=886.58
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MH1603 RIM=890.61
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MH1604 RIM=890.79
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MH1750 RIM=891.19
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MH1751 RIM=891.33
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MH1752 RIM=891.02
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MH1753 RIM=891.02
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MH1803 RIM=891.82
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MH1804 RIM=892.13
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MH6294 RIM=890.63
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ELEC
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AutoCAD SHX Text 895.66
AutoCAD SHX Text 895.58
AutoCAD SHX Text 893.97
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3' SPLIT RAIL FENCE
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3' SPLIT RAIL FENCE
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3' SPLIT RAIL FENCE
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3' SPLIT RAIL FENCE
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3' SPLIT RAIL FENCE
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3' SPLIT RAIL FENCE
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BUILDING
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BUILDING
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OVERHANG
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AC
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CB2515 RIM=892.91
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CB2589 RIM=892.70
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CP #1
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FF=894.72
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SILL
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FF=895.83
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SILL
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FF=895.76
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SILL
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FF=895.68
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SILL
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FF=895.79
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SILL
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FF=895.51
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SILL
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8' WOOD FENCE
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GATE
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16'± CHAIN LINK FENCE
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GATE
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GATE
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MH2041 RIM=893.31
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MH2042 RIM=892.98
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MH2047 RIM=892.15
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MH2078 RIM=893.17
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MH2079 RIM=892.00
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MH2080 RIM=892.45
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MH2086 RIM=892.46
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MH2430 RIM=894.67
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MH2472 RIM=893.88
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MH2536 RIM=893.85
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MH2537 RIM=894.36
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MH2607 RIM=894.31
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MH2608 RIM=894.28
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MH2612 RIM=893.69
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MH2613 RIM=893.60
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MH2739 RIM=894.60
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BUILDING
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BUILDING
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8' WOOD FENCE
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8' WOOD FENCE
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8' WOOD FENCE
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8' WOOD FENCE
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8' WOOD FENCE
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8' WOOD FENCE
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16'± CHAIN LINK FENCE
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16'± CHAIN LINK FENCE
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BUILDING
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STEAM TUNNEL
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STEAM TUNNEL
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STEAM TUNNEL
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STEAM TUNNEL
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STEAM TUNNEL
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STEAM
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STEAM
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STEAM
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STEAM
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STEAM
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STEAM
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STEAM
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STEAM
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SAN
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6' DEEP
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6' DEEP
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6' DEEP
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6' DEEP
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5' DEEP
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4' DEEP
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3.5' DEEP
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3' DEEP
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4' DEEP
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4' DEEP
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5.5' DEEP
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6' DEEP
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5' DEEP
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4.5' DEEP
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3.5' DEEP
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GATE
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CP #2
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CP #3
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CP #5
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CP #4
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ISSUED FOR
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FINAL RECORD
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CONSTRUCTION
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472/22271.ABG
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SHEET
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IDENTIFICATION NO.
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FILE NO.
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PRELIMINARY
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CHECKED: KE
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DRAWN: AT
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DESIGNED: KE
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DATE
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APPROVED: KE
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TUEBOR
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AutoCAD SHX Text Created by Robert W. Loftis
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JAN 4, 2023
AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1
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STATE OF MICHIGAN
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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DESIGN AND CONSTRUCTION DIVISION
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ADAM P. LACH, RA, DIRECTOR
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STATE FACILITIES ADMINISTRATION
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PROJECT NO.
Landscape Restoration Plan
| Sheets and Views |
| C3.5 Storm Profile |
| C4.0 Site Details |
| C4.1 Utility Details |
| C5.0 Landscape Restoration Plan |
File details come from the government source that posted it. Updated .