DCSpec (Part 8).pdf
PDF 4 MB Posted
- Solicitation number
- RFQ 171 210000000201 2
- Issued by
- Saginaw County, Portland City, Michigan
About this file
This document comprises an asbestos air sampling data sheet and associated engineering drawings for an interim response project at a surplus property in Prudenville, Michigan, involving the Michigan Department of Environment, Great Lakes & Energy (EGLE). The air sampling was conducted by SME Asbestos Services Department on three consecutive days (November 3-5, 2020) at three buildings located at 777, 793, and 803 West Houghton Lake Drive. Sampling included contiguous area monitoring, background readings, post-work clearance testing, and interim clearance verification across the three structures. The project involves the complete demolition and removal of all three on-site buildings, associated floor slabs and foundations, and site pavements, along with decommissioning and removal of underground storage tanks (USTs) and all utilities. The scope further includes excavation of impacted soil adjacent to the UST east of 777 West Houghton Lake Drive, installation of a six-foot steel chain-link perimeter fence, dust control measures, and comprehensive restoration of the site.
The air sampling data shows all fiber concentrations measured in fibers per cubic centimeter, with results ranging from 0.002 to 0.009 fibers/cc across contiguous and clearance samples. Field blanks yielded zero results, indicating proper sampling protocol. The restoration plan specifies backfill with MDOT Class II sand compacted to 95 percent maximum dry density per ASTM D1557, topped with six inches of topsoil, seeding, and mulch. The contractor is responsible for obtaining all necessary permits, coordinating with the Miss Dig System for underground utility location, contacting DTE Company regarding electrical line separation distances, managing silt sacks in catch basins and curb inlets, conducting waste characterization, and repairing any damage to public or adjacent parcels. The professional will perform perimeter air monitoring using a photoionization detector and required compaction testing. The project includes provisions for contingency funding to address unforeseen conditions, including potential damage to adjacent stamped concrete surfacing at no fault of the contractor.
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Other files
| File | Type | Posted |
|---|---|---|
| DCSpec (Part 2).pdf | ||
| DCSpec (Part 4).pdf | ||
| DCSpec (Part 3).pdf | ||
| Addendum No. 1.pdf | ||
| DCSpec (Part 1).pdf | ||
| Advertisement.pdf | ||
| DCSpec (Part 5).pdf |
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© 2021 SME
APPENDIX B
SME ASBESTOS AIR SAMPLING DATA SHEETS
SME
ASBESTOS SERVICES DEPARTMENT
AIR SAMPLING DATA
CLIENT: Michigan Department of Environment, Great Lakes & Energy (EGLE) SME PROJECT NO.: 84572.00
SITE: 777, 793, 803 West Houghton Lake Drive, Prudenville, MI
SAMPLE SAMPLE PUMP TIME FLOW BLANK FIBER RESULTS
No. DESCRIPTION DATE NO. START STOP DURATION RATE VOLUME AVG. NO. FIBERS/CC (LRQ) 1 Contiguous 1 11/3/2020 LV- C 08:00 12:00 240 2.0 480.0 0.0 8.5 0.009 0.006
LOCATION: Building #1, southwest region of building, at entrance to negative pressure enclousure 2 Contiguous 2 11/3/2020 LV- F 08:00 12:00 240 2.0 480.0 0.0 5.5 0.006 0.006
LOCATION: Building #1, southeast entryway of building 3 Background 1 11/3/2020 LV- A 08:00 12:00 240 2.0 480.0 0.0 3.5 0.004 0.006
LOCATION: Building #1, exterior south central portion of building 4 Contiguous 3 11/3/2020 LV- D 08:15 09:45 90 2.0 180.0 0.0 2.0 0.005 0.015
LOCATION: Building #3, north half of building, adjacent to north central wall 5 Contiguous 4 11/3/2020 LV- D 11:00 12:05 65 2.0 130.0 0.0 1.5 0.006 0.021
LOCATION: Building #2, exterior south side of building 6 Contiguous 1 11/3/2020 LV- C 13:00 15:00 120 2.0 240.0 0.0 3.0 0.006 0.011
LOCATION: Building #1, southwest region of building, at entrance to negative pressure enclousure 7 Post work clearance 1 11/3/2020 PHV-2 10:30 12:10 100 12.0 1200.0 0.0 8.0 0.003 0.002
LOCATION: Building #3, north half of building, adjacent to north central wall, inside mini-enclosure 8 Post work clearance 2 11/3/2020 PHV-3 10:30 12:10 100 12.0 1200.0 0.0 6.5 0.003 0.002
LOCATION: Building #3, north half of building, adjacent to north central wall, inside mini-enclosure 9 Post work clearance 3 11/3/2020 PHV-1 10:30 12:10 100 12.0 1200.0 0.0 4.0 0.002 0.002
LOCATION: Building #3, north half of building, adjacent to north central wall, inside mini-enclosure 10 Contiguous 2 11/3/2020 LV- F 13:00 15:00 120 2.0 240.0 0.0 2.5 0.005 0.011
LOCATION: Building #1, southeast entryway of building 11 Background 1 11/3/2020 LV- A 13:00 15:00 120 2.0 240.0 0.0 1.0 0.002 0.011
LOCATION: Building #1, exterior south central portion of building 12 Interim clearance 1 11/3/2020 PHV-1 15:30 17:10 100 12.0 1200.0 0.0 17.0 0.007 0.002
LOCATION: Building #1, East portion of building 13 Interim clearance 2 11/3/2020 PHV-3 15:30 17:10 100 12.0 1200.0 0.0 14.0 0.006 0.002
LOCATION: Building #1, West portion of building 14 Interim clearance 3 11/3/2020 PHV-2 15:30 17:10 100 12.0 1200.0 0.0 17.5 0.007 0.002
LOCATION: Building #1, Central portion of building 15 Field blank #1 11/3/2020 0.0 0.0
LOCATION: Sealed TIME EXPRESSED IN STANDARD TIME, DURATION=MINUTES, FLOW RATE=LITERS PER MINUTE, FIBER NO.=FIBERS PER 100 FIELDS, RESULTS=FIBERS PER CUBIC CENTIMETER, LRQ=LOWEST RELIABLE QUANTIFICATION.
COMMENTS: Building #1 777 Houghton Lake Road; Building #2 793 Houghton Lake Road; Building #3 803 Houghton Lake Road
INDUSTRIAL HYGIENIST: Percy Richards
AIR SAMPLING DATA
CLIENT: Michigan Department of Environment, Great Lakes & Energy (EGLE) SME PROJECT NO.: 84572.00
SITE: 777, 793, 803 West Houghton Lake Drive, Prudenville, MI
SAMPLE SAMPLE PUMP TIME FLOW BLANK FIBER RESULTS
No. DESCRIPTION DATE NO. START STOP DURATION RATE VOLUME AVG. NO. FIBERS/CC (LRQ)
16 Field blank #2 11/3/2020 0.0 0.0
LOCATION: Unsealed
17 Contiguous 1 11/4/2020 LV- A 08:00 12:00 240 2.0 480.0 0.0 7.5 0.008 0.006
LOCATION: Building #1, southwest region of building, at entrance to negative pressure enclousure
18 Contiguous 2 11/4/2020 LV- C 08:00 12:00 240 2.0 480.0 0.0 4.0 0.004 0.006
LOCATION: Building #1, southeast entryway of building
19 Background 1 11/4/2020 LV- F 08:00 12:00 240 2.0 480.0 0.0 3.5 0.004 0.006
LOCATION: Building #1, exterior south central portion of building
20 Contiguous 4 11/4/2020 LV- B 08:30 12:10 220 2.0 440.0 0.0 3.0 0.003 0.006
LOCATION: Building #2, exterior south side of building
21 Contiguous 5 11/4/2020 LV- D 08:30 12:10 220 2.0 440.0 0.0 5.0 0.006 0.006
LOCATION: Building #2, exterior north side of building
22 Contiguous 1 11/4/2020 LV- A 13:00 15:00 120 2.0 240.0 0.0 3.0 0.006 0.011
LOCATION: Building #1, southwest region of building, at entrance to negative pressure enclousure
23 Contiguous 2 11/4/2020 LV- C 13:00 15:00 120 2.0 240.0 0.0 1.5 0.003 0.011
LOCATION: Building #1, southeast entryway of building
24 Background 1 11/4/2020 LV- F 13:00 15:00 120 2.0 240.0 0.0 1.5 0.003 0.011
LOCATION: Building #1, exterior south central portion of building
25 Interiem clearance 4 11/4/2020 PHV-1 15:30 17:10 100 12.0 1200.0 0.0 15.5 0.006 0.002
LOCATION: Building #1, East portion of building
26 Interiem clearance 5 11/4/2020 PHV-3 15:30 17:10 100 12.0 1200.0 0.0 16.0 0.007 0.002
LOCATION: Building #1, West portion of building
27 Interiem clearance 6 11/4/2020 PHV-2 15:30 17:10 100 12.0 1200.0 0.0 15.0 0.006 0.002
LOCATION: Building #1, Central portion of building
28 Field blank #1 11/4/2020 0.0 0.0
LOCATION: Sealed TIME EXPRESSED IN STANDARD TIME, DURATION=MINUTES, FLOW RATE=LITERS PER MINUTE, FIBER NO.=FIBERS PER 100 FIELDS, RESULTS=FIBERS PER CUBIC CENTIMETER, LRQ=LOWEST RELIABLE QUANTIFICATION.
COMMENTS: Building #1 777 Houghton Lake Road; Building #2 793 Houghton Lake Road; Building #3 803 Houghton Lake Road
AIR SAMPLING DATA
CLIENT: Michigan Department of Environment, Great Lakes & Energy (EGLE) SME PROJECT NO.: 84572.00
SITE: 777, 793, 803 West Houghton Lake Drive, Prudenville, MI
SAMPLE SAMPLE PUMP TIME FLOW BLANK FIBER RESULTS
No. DESCRIPTION DATE NO. START STOP DURATION RATE VOLUME AVG. NO. FIBERS/CC (LRQ)
29 Field blank #2 11/4/2020 0.0 0.0
LOCATION: Unsealed
30 Contiguous 1 11/5/2020 LV- C 08:00 12:00 240 2.0 480.0 0.0 9.0 0.009 0.006
LOCATION: Building #1, southwest region of building, at entrance to negative pressure enclousure
31 Contiguous 2 11/5/2020 LV- F 08:00 12:00 240 2.0 480.0 0.0 6.0 0.006 0.006
LOCATION: Building #1, southeast entryway of building
32 Background 1 11/5/2020 LV- B 08:00 12:00 240 2.0 480.0 0.0 3.5 0.004 0.006
LOCATION: Building #1, exterior south central portion of building
33 Post work clearance 4 11/5/2020 PHV-1 14:30 16:10 100 12.0 1200.0 0.0 12.0 0.005 0.002
LOCATION: Building #1, East portion of building
34 Post work clearance 5 11/5/2020 PHV-2 14:30 16:10 100 12.0 1200.0 0.0 11.5 0.005 0.002
LOCATION: Building #1, West portion of building
35 Post work clearance 6 11/5/2020 PHV-3 14:30 16:10 100 12.0 1200.0 0.0 8.5 0.003 0.002
LOCATION: Building #1, Central portion of building
36 Field blank #1 11/5/2020 0.0 0.0
LOCATION: Sealed
37 Field blank #2 11/5/2020 0.0 0.0
LOCATION: Unsealed
LOCATION:
LOCATION:
LOCATION:
TIME EXPRESSED IN STANDARD TIME, DURATION=MINUTES, FLOW RATE=LITERS PER MINUTE, FIBER NO.=FIBERS PER 100 FIELDS, RESULTS=FIBERS PER CUBIC CENTIMETER, LRQ=LOWEST RELIABLE QUANTIFICATION.
COMMENTS: Building #1 777 Houghton Lake Road; Building #2 793 Houghton Lake Road; Building #3 803 Houghton Lake Road
Passionate People Building and Revitalizing our World
Bidding and Contract Document (R 08/20) Project Name: Surplus Inc. Interim Response File No. 761/20243.SAR
DRAWINGS
Project
Project Location
Sheet Name
CADD
Scale
Project
No.
Revision Date
Designer
Date
S m e i n c p z W
I P
C
A D
D
W G
S E n v
R
E V
C o v e r d w g
NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR
CONSENT OF SME
c
DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 11" X 17"
AND WILL SCALE INCORRECTLY IF PRINTED ON ANY
OTHER SIZE MEDIA
Figure No.
P L
O T
D
A T
E
D e c p m c a m p l a c e www.sme-usa.com
SURPLUS INC.
INTERIM RESPONSE
PRUDENVILLE,
MICHIGAN
PROPERTY LOCATION
COVER SHEET
12-16-2020
CRP
KJR
AS NOTED
084572.00
OVERALL SITE PLAN
N
S
W E
LOCATION MAP
1" = 200'
SITE
N
S
W E
LIST OF DRAWINGS
SHEET NO. SHEET TITLE
1 SITE LOCATION COVER SHEET
2 EXISTING SITE FEATURES
3 DEMOLITION AND EXCAVATION PLAN
4 RESTORATION PLAN
AREA OF
WORK
HOUGHTON LAKE DRIVE (M-55)
G L A
D W
I N
R
M
GRAPEVINE AVE
SURPLUS INC. INTERIM RESPONSE
777, 793, 803 WEST HOUGHTON LAKE DRIVE,
PRUDENVILLE, MICHIGAN 48651
MICHIGAN COUNTY MAP
NOT TO SCALE
ROSCOMMON
HOUGHTON LAKE
Know what's below.
before you dig.Call
A P
P L E
B
O
S S
M
V
GAS GAS GAS GAS
G A
S
E
E
E
E
E
O
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H
O
H
O
H
O
H
O H
O
H
O
H
O
H
O
H
O
H
O
H
GARAGE
803 W. HOUGHTON
LAKE DRIVE
777 W. HOUGHTON
LAKE DRIVE
HOUGHTON LAKE DRIVE (M-55)
G L A
D W
M
A P
P L
E
B
L O
S S
E
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
793 W.
HOUGHTON
LAKE DRIVE
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O H
O H
O H
O H
O H
O H
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F O
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AC
X
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G A
S G
A S
G A
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A S
G A
S G
A S
G A
S G
A S
G A
S
THE SANDBAR
2456 S. GLADWIN ROAD
NATURAL GAS LATERAL
REPORTEDLY CUT AND CAPPED
AT MAIN. CONTRACTOR SHALL
VERIFY PRIOR TO CONSTRUCTION.
Project
Project Location
Sheet Name
CADD
Scale
Project
No.
Revision Date
Designer
Date
S m e i n c p z W
I P
C
A D
D
W G
S E n v
R
E V
E x
P r o p
F e a t u r e s d w g
NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR
CONSENT OF SME
c
DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 11" X 17"
AND WILL SCALE INCORRECTLY IF PRINTED ON ANY
OTHER SIZE MEDIA
Figure No.
P L
T
E
D e c p m c a m p l a c e www.sme-usa.com
SURPLUS INC.
INTERIM RESPONSE
777, 793, 803
W. HOUGHTON LAKE
DRIVE, PRUDENVILLE,
MICHIGAN
EXISTING SITE
FEATURES
12-16-2020
MNR
KJR
AS NOTED
084572.00
LEGEND
NOTES:
1. ALL STRUCTURE, UTILITY, AND FEATURE LOCATIONS ARE APPROXIMATE.
2. UST - UNDERGROUND STORAGE TANK.
3. BASE DRAWING INFORMATION TAKEN FROM GOOGLE EARTH PRO WITH
IMAGE DATE 6/10/2018 AND SITE RECONNAISSANCE.
0'
GRAPHIC SCALE: 1" = 20'
40'20'
N
S
W E
AC
GAS
E
OH
PROPERTY BOUNDARY
NATURAL GAS
STORM SEWER
BURIED ELECTRIC
OVERHEAD UTILITY
SANITARY SEWER
FO
BURIED FIBER OPTIC
PORTLAND CEMENT
CONCRETE SURFACE
STAMPED CONCRETE
SURFACE
ASPHALT SURFACE
GRASS/EXPOSED SOIL
GUARD RAIL
WOODEN FENCE
XXX
CHAIN LINK FENCE
UST
18" DEEP CROC
PRIVATE WATER WELL
E
CATCH BASIN
SANITARY MANHOLE
CURB INLET
ELECTRICAL MANHOLE
CROSS WALK SIGN
STREET LIGHT
EXTERIOR AC UNIT
TREE
ROAD SIGN
ELECTRICAL BOX
PARKING BOLLARD
BURIED UNKNOWN UTILITY
UTILITY POLE
GAS GAS GAS
A
S
E
E
E
E
E
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O H
O
H
O
H
O
H
O
H
GARAGE
(DEMOLISH)
803 W. HOUGHTON
LAKE DRIVE
(DEMOLISH)
777 W. HOUGHTON
LAKE DRIVE
(DEMOLISH)
HOUGHTON LAKE DRIVE (M-55)
G L A
D W
M
A P
P
O
S S
E
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
793 W.
HOUGHTON
LAKE DRIVE
(DEMOLISH)
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O H
O H
O H
O H
O H
O H
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
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F O
F O
AC
X
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EG
A
S G
A S
G A
S G
A S
G A
S G
A S
G A
S
THE SANDBAR
2456 S. GLADWIN ROAD
REMOVE AND DISPOSE OF UST AND ANY
ADJACENT IMPACTED SOIL AS DETERMINED
BY THE PROFESSIONAL.DO NOT EXCAVATE
UNDERNEATH THE STAMPED CONCRETE OR
OUTSIDE OF THE PROPERTY BOUNDARY.
DISMANTLE FASCIA BOARD AND SOFFIT
CONNECTION PRIOR TO DEMOLITION.
DO NOT PROCEED WITH DEMOLITION IF
A STRUCTURAL CONNECTION BETWEEN
THE GARAGE AND SANDBAR IS OBSERVED.
NATURAL GAS LATERAL
REPORTEDLY CUT AND CAPPED
AT MAIN. CONTRACTOR SHALL
VERIFY PRIOR TO DEMOLITION.
Project
Project Location
Sheet Name
CADD
Scale
Project
No.
Revision Date
Designer
Date
S m e i n c p z W
I P
C
A D
D
W G
S E n v
R
E V
E x c a n d d e m o p l a n d w g
NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR
CONSENT OF SME
c
DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 11" X 17"
AND WILL SCALE INCORRECTLY IF PRINTED ON ANY
OTHER SIZE MEDIA
Figure No.
P L
T
E
D e c a m c a m p l a c e www.sme-usa.com
SURPLUS INC.
INTERIM RESPONSE
777, 793, 803
W. HOUGHTON LAKE
DRIVE, PRUDENVILLE,
MICHIGAN
DEMOLITION AND
EXCAVATION PLAN
12-16-2020
CRP
CRP
AS NOTED
084572.00
LEGEND
0'
GRAPHIC SCALE: 1" = 25'
50'25'
N
S
W E
AC
GAS
E
OH
PROPERTY BOUNDARY
NATURAL GAS
STORM SEWER
BURIED ELECTRIC
OVERHEAD UTILITY
SANITARY SEWER
FO
BURIED FIBER OPTIC
STAMPED CONCRETE
SURFACE
ASPHALT AND PORTLAND CEMENT
CONCRETE SURFACE TO BE REMOVED
GUARD RAIL
WOODEN FENCE
XXX
CHAIN LINK FENCE
APPROXIMATE LIMITS
OF EXCAVATION
18" DEEP CROC
PRIVATE WATER WELL
UTILITY POLE
E
CATCH BASIN
SANITARY MANHOLE
CURB INLET
ELECTRICAL MANHOLE
CROSS WALK SIGN
STREET LIGHT
EXTERIOR AC UNIT
TREE
ROAD SIGN
ELECTRICAL BOX
PARKING BOLLARD
TEMPORARY 6 FT. TALL
STEEL CHAIN LINK FENCE
SAWCUT PAVEMENT
UST
ONSITE STRUCTURES AND THEIR OVERHEAD UTILITY
CONNECTIONS , ONSITE UNDERGROUND UTILITIES, AND
SITE FEAUTRES COLORED RED SHALL BE DEMOLISHED
AND/OR REMOVED AND DISPOSED,
GENERAL NOTES:
1. ALL STRUCTURE, UTILITY, AND FEATURE LOCATIONS ARE APPROXIMATE.
2. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ABOVE AND
BELOW GROUND UTILITIES, EXISTING SIDEWALKS, EXISTING SITE FEATURES,
ADJACENT PROPERTY AND STRUCTURES.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE
PROJECT SCOPE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL
REGULATIONS.
4. INSTALL 6 FT. HIGH STEEL CHAIN LINK FENCE AROUND THE WORK PERIMETER
PRIOR TO COMMENCEMENT OF ANY WORK.
5. CONTRACTOR SHALL CONTACT DTE COMPANY TO DETERMINE VOLTAGE OF
ELECTRICAL LINES WITHIN THE WORK AREA AND REQUIRED SEPARATION
DISTANCES. WHEN WORKING WITHIN THE REQUIRED SEPARATION DISTANCES,
THE CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT WORKERS IN
ACCORDANCE WITH ALL OSHA REGULATIONS.
6. THE CONTRACTOR SHALL UTILIZE THE MISS DIG SYSTEM TO LOCATE ALL
UNDERGROUND UTILITIES AT LEAST 3 WORKING DAYS PRIOR TO
COMMENCEMENT OF WORK.
7. CONTRACTOR SHALL CONTACT OWNERS OF ANY UTILITIES PRIOR TO CUTTING
AND CAPPING TO DETERMINE PROPER UTILITY TERMINATION PROCEDURES. ANY
UNKNOWN UTILITIES ENCOUNTERED SHALL BE EVALUATED FOR ACTIVITY PRIOR
TO CUTTING AND CAPPING AT THE PROPERTY BOUNDARIES.
8. AN ACCESS AGREEMENT BETWEEN THE SANDBAR PROPERTY OWNER AND STATE
OF MICHIGAN WILL BE EXECUTED PRIOR TO THE PROJECT NOTICE TO PROCEED
DETAILING ACCESS AND DEMOLITION PROCEDURES/REQUIREMENTS.
9. SILT SACKS SHALL BE PLACED IN ALL CATCH BASIN AND CURB INLETS ADJACENT
AND WITHIN THE SITE PRIOR TO ANY WORK BEING CONDUCTED. CONTRACTOR IS
RESPONSIBLE FOR MAINTENANCE AND CLEANING/EMPTYING THE SILT SACKS AS
NECESSARY THROUGHOUT THE PROJECT.
10. TRAFFIC CONTROL AND ROAD CLOSURE MEASURES SHALL BE INSTALLED IN
ACCORDANCE WITH ALL REQUIRED PERMITS AND SECTION 01010 SUMMARY OF
WORK OF THE PROJECT SPECIFICATIONS.
11. MAINTAIN ADEQUATE DUST CONTROL AT ALL TIMES INCLUDING BUT NOT
LIMITED TO WATER MISTING STATIONS AND WETTING GROUND SURFACES.
12. ANY SOIL AND/OR DEMOLITION DEBRIS TRACKED AND/OR PLACED OFFSITE
SHALL BE IMMEDIATELY SWEPT AND/OR PLACED ONSITE.
13. WASTE CHARACTERIZATION OF ANY AND ALL MATERIAL IS THE RESPONSIBILITY
OF THE CONTRACTOR.
14. UST - UNDERGROUND STORAGE TANK.
15. BASE DRAWING INFORMATION TAKEN FROM GOOGLE EARTH PRO WITH IMAGE
DATE 6/10/2018 AND SITE RECONNAISSANCE.
DEMOLITION NOTES:
1. HAZARDOUS MATERIALS ABATEMENT HAS BEEN COMPLETED. ABATEMENT
DOCUMENTATION IS ATTACHED TO THE PROJECT SPECIFICATIONS.
2. IF SUSPECTED HAZARDOUS MATERIAL IS ENCOUNTERED, STOP WORK IN THE
AREA OF THE SUSPECTED HAZARDOUS MATERIAL AND NOTIFY THE
PROFESSIONAL FOR GUIDANCE.
3. CONTRACTOR SHALL DECOMMISSION, CUT, AND CAP ALL UTILITIES ASSOCIATED
WITH THE EXISTING ONSITE STRUCTURES AT THE PROPERTY BOUNDARIES.
4. CONTRACTOR SHALL PROPERLY DEMOLISH AND COMPLETELY REMOVE THE
EXISTING ONSITE STRUCTURES, ASSOCIATED FLOOR SLABS/FOUNDATIONS, AND
SITE PAVEMENTS TO THE LIMITS SHOWN.
5. IF THE SOUTH FOUNDATION OF THE GARAGE IS DETERMINED TO EXTEND
BENEATH THE BOTTOM OF THE ADJACENT SANDBAR NORTH FOUNDATION, THE
SOUTH GARAGE FOUNDATION SHALL REMAIN IN PLACE.
6. SAWCUT ALL INTERFACES BETWEEN PAVEMENT TO BE REMOVED AND PAVEMENT
TO REMAIN IN PLACE.
7. ALL DEMOLITION DEBRIS AND CONCRETE/ASPHALT PAVEMENT SHALL BE
DISPOSED OF AT A LICENSED DISPOSAL OR RECYCLING FACILITY.
UST REMOVAL NOTES:
1. LOCATIONS OF THE USTs ARE APPROXIMATE AND SHALL BE VERIFIED IN THE
FIELD.
2. ALL WASTE SHALL BE REMOVED FROM THE USTs, PROPERLY CHARACTERIZED
AND DISPOSED OF AT A LICENSED WASTE FACILITY.
3. USTs SHALL BE REMOVED, PROPERLY CLEANED, AND DISPOSED OF AT A LICENSED
RECYCLING FACILITY IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.
4. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS WHILE REMOVING THE UST
EAST OF THE 777 WEST HOUGHTON LAKE DRIVE BUILDING TO AVOID
UNDERMINING THE ADJACENT STAMPED CONCRETE SURFACING. DAMAGE TO
THE STAMPED CONCRETE SURFACING/AND OR SIDEWALK SHALL BE REPAIRED AT
THE EARLIEST TIME ACHIEVABLE AND WILL BE PAID VIA THE PROJECT
CONTINGENCY FUNDS IF DAMAGE IS AT NO FAULT OF THE CONTRACTOR.
EXCAVATION NOTES:
1. LOCATIONS OF THE EXCAVATIONS ARE APPROXIMATE AND WILL BE DETERMINED
IN THE FIELD BY THE PROFESSIONAL BASED OFF THE EXTENT OF IMPACT.
2. NO SOIL SHALL BE EXCAVATED FROM EAST OF THE EAST PROPERTY BOUNDARY
WHEN EXCAVATING IMPACTED SOIL NEAR THE UST EAST OF THE 777 WEST
HOUGHTON LAKE DRIVE BUILDING.
3. THE PROFESSIONAL WILL PERFORM PERIMETER AIR MONITORING UTILIZING A
PHOTOIONIZATION DETECTOR (PID) TO SCREEN AMBIENT AIR FOR VOLATILE
ORGANIC COMPOUNDS (VOCs). THE CONTRACTOR SHALL SUPPRESS SITE ODORS
USING ODOR SUPPRESSING FOAM AS DEEMED NECESSARY BY THE
PROFESSIONAL.
4. ALL SOIL AND GROUNDWATER SHALL BE DISPOSED OF AT A LICENSED DISPOSAL
FACILITY.
BURIED UNKNOWN UTILITY
ASPHALT SURFACE TO REMAIN
BUILDING TO BE DEMOLISHED
GAS GAS GAS
E
E
E
E
O
H
O
H
O
H
O
H
O
H
O
H
O H
O
H
O
H
O
H
O
H
O
H
HOUGHTON LAKE DRIVE (M-55)
G L A
D W
M
A P
P
O
S S
E
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O H
O H
O H
O H
O H
O H
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
X
X X
X X
X X
X X
E
G A
S G
A S
G A
S G
A S
G A
S G
A S
G A
S
THE SANDBAR
2456 S. GLADWIN ROAD
G A
S
Project
Project Location
Sheet Name
CADD
Scale
Project
No.
Revision Date
Designer
Date
S m e i n c p z W
I P
C
A D
D
W G
S E n v
R
E V
R e s t
P l a n d w g
NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR
CONSENT OF SME
c
DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 11" X 17"
AND WILL SCALE INCORRECTLY IF PRINTED ON ANY
OTHER SIZE MEDIA
Figure No.
P L
T
E
D e c p m c a m p l a c e www.sme-usa.com
SURPLUS INC.
INTERIM RESPONSE
777, 793, 803
W. HOUGHTON LAKE
DRIVE, PRUDENVILLE,
MICHIGAN
RESTORATION PLAN
12-16-2020
CRP
CRP
AS NOTED
084572.00
LEGEND
0'
GRAPHIC SCALE: 1" = 25'
50'25' N
S
W E
GAS
E
OH
PROPERTY BOUNDARY
NATURAL GAS
STORM SEWER
BURIED ELECTRIC
OVERHEAD UTILITY
SANITARY SEWER
FO
BURIED FIBER OPTIC
STAMPED CONCRETE
SURFACE
GUARD RAIL
XXX
CHAIN LINK FENCE
PRIVATE WATER WELL
UTILITY POLE
E
CATCH BASIN
SANITARY MANHOLE
CURB INLET
ELECTRICAL MANHOLE
CROSS WALK SIGN
STREET LIGHT
TREE
ROAD SIGN
ELECTRICAL BOX
PARKING BOLLARD
NOTES:
1. SURFACES SHOULD BE GRADED TO MATCH PRE-CONSTRUCTION CONDITIONS.
2. ANY DAMAGE OR DISTURBANCE TO PUBLIC AND/OR ADJACENT PARCELS SHALL
BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS AT THE SOLE EXPENSE OF THE
CONTRACTOR. IF THE STAMPED CONCRETE IMMEDIATELY EAST OF THE SITE IS
DAMAGED AT NO FAULT OF THE CONTRACTOR, THE CONTRACTOR SHALL REPAIR
THE DAMAGED STAMPED CONCRETE WITH PROJECT CONTINGENCY FUNDS.
3. THE PROFESSIONAL WILL PERFORM PROJECT REQUIRED COMPACTION TESTING.
4. BASE DRAWING INFORMATION TAKEN FROM GOOGLE EARTH PRO WITH IMAGE
DATE 6/10/2018 AND SITE RECONNAISSANCE.
TYP. BACKFILL CROSS SECTION
6 INCHES OF TOPSOIL,
SEEDED, AND MULCHED.
MDOT CLASS II SAND OF
VARYING THICKNESS
COMPACTED TO
95 % OF THE MAXIMUM DRY
DENSITY AS DETERMINED BY
THE MODIFIED PROCTOR
TEST (ASTM D1557).
NATURAL SAND
PORTLAND CEMENT
CONCRETE SURFACE
ASPHALT SURFACE
GRASS
AutoCAD SHX Text
NOT TO SCALE
E
AC
D
OH
OH
O H
X
X
R
213.00' (R)
R
EAST (R) 213.00' (R)
R.O.W. LINE
R O
W
L I N
E
R O
W
L I N
E
O
H
S
G
L A
D W
W
I D
E
R
O
W
S E
C T
I O
N
S E
C T
I O
N
LINE SECTION 15
EAST-WEST QUARTER WESTERLY (R)
S O
U T
H
R
A P
P L
E
B
L O
S S
E
W
I D
E
R
O
W
R O
W
L I N
E
R O
W
L I N
E
40.00' (R)
L. 744 PG. 52
003-015-013-0060
L
P
G
-0
-0
-0
123.00' (R)
40.00' (R)
50.00' (R)
50.00' (R)
L. 744 PG. 52
003-015-013-0040
123.00' (R)
R
R
P
R.O.W. LINE
S O
U T
H
R
S O
U T
H
R
N01°13'50"W (M)
169.95' (M)
N88°50'34"W (M)
212.57' (M)
S88°51'36"E (M)
130.91' (M)
S44°59'13"E (M)
118.22' (M)
S01°06'50"E (M)
88.00' (M)
S01°06'50"E (M)
82.00' (M)
S88°51'36"E (M)
82.00' (M)
W HOUGHTON LAKE DR
(66' WIDE R.O.W.)
EXCEPTED MDOT ROW
L. 158 PG. 162
POB
PARCEL 'A'
0'
GRAPHIC SCALE: 1" = 60'
60' 120'
N
S
W E
SURVEY NOTES
1. BEARING REFERENCED TO
MICHIGAN STATE PLANE,
CENTRAL ZONE, GRID NORTH.
I HEREBY STATE THAT I HAVE SURVEYED AND
MAPPED THE LAND PLATTED AND/OR DESCRIBED
AND THAT THE RATIO OF CLOSURE ON THE
UNADJUSTED FIELD OBSERVATIONS OF SAID SURVEY
MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS
OF 1:5000 AND THAT THE REQUIREMENTS OF PA 132,
MCL 54.211 OF 1970, ET SEQ. (AS AMENDED) HAVE
BEEN COMPLIED WITH.
LEGEND
SECTION CORNER
SET IRON ROD
FOUND IRON ROD/PIPE
FOUND MONUMENT
FENCE
X X X
FOUND MONUMENT
www.sme-usa.com
Date
Drawn By
Designed By
Project
Scale
No. Revision Date
\\sme-inc\pz\WIP\084572.00\CAD\DWGS\Survey\Rev0\084572.00 - Boundary Sketch.dwgOct 20, 2020 - 4:43pm - ziobron
CERTIFIED SURVEY
ISID - SURPLUS INC.
777 WEST HOUGHTON LAKE DRIVE
PRUDENVILLE, MI 48651
CERTIFIED SURVEY
09/28/2020
SBW
FRZ
1" = 60'
084572.00 Figure No. 5
www.sme-usa.com
Date
Drawn By
Designed By
Project
Scale
No. Revision Date
\\sme-inc\pz\WIP\084572.00\CAD\DWGS\Survey\Rev0\084572.00 - Boundary Sketch.dwgOct 20, 2020 - 5:05pm - ziobron
CERTIFIED SURVEY
ISID - SURPLUS INC.
777 WEST HOUGHTON LAKE DRIVE
PRUDENVILLE, MI 48651
CERTIFIED SURVEY
09/28/2020
SBW
FRZ
No Scale
084572.00 Figure No. 5
LEGAL DESCRIPTION
PER LIBER 744 PAGE 52
SITUATED IN DENTON TOWNSHIP ROSCOMMON COUNTY, MICHIGAN:
COMMENCING AT THE 1/4 POST BETWEEN SECTIONS 14 AND 15, T22N, R3W, RUNNING THENCE
WESTERLY ALONG THE EAST-WEST QUARTER LINE OF SECTION 15, A DISTANCE OF 213 FEET; THENCE
SOUTH 170 FEET; THENCE EAST 213 FEET TO THE EAST LINE OF THE SECTION; THENCE NORTHERLY
ALONG THE EAST LINE OF SEAID SECTION, 170 FEET TO THE PLACE OF BEGINNING.
PARCEL 'A' DESCRIPTION - AS SURVEYED
A PARCEL OF LAND SITUATED IN THE SOUTHEAST 1/4 OF SECTION 15, TOWN 22 NORTH, RANGE 03 WEST, DENTON
TOWNSHIP, ROSCOMMON COUNTY, MICHIGAN, BEING MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE
EAST 1/4 CORNER OF SECTION 15, TOWN 22 NORTH, RANGE 03 WEST, DENTON TOWNSHIP, ROSCOMMON COUNTY, MICHIGAN; THENCE ALONG THE EAST LINE OF SAID SECTION 15 AND THE NOMINAL CENTER-LINE OF S. GLADWIN ROAD
(66 FT. WIDE RIGHT OF WAY), SOUTH 01°06'50” EAST A DISTANCE OF 82.00 FEET TO THE POINT OF BEGINNING (P.O.B.);
THENCE CONTINUING ALONG SAID EAST LINE AND NOMINAL CENTER-LINE, SOUTH 01°06'50” EAST A DISTANCE OF 88.00
FEET TO A POINT; THENCE NORTH 88°50'34” WEST A DISTANCE OF 212.57' TO A FOUND CAPPED IRON (46657); THENCE
NORTH 01°13'50” WEST A DISTANCE OF 169.95' TO THE EAST-WEST QUARTER LINE OF SAID SECTION 15; THENCE ALONG
SAID EAST-WEST QUARTER LINE AND THE NOMINAL CENTER-LINE OF W. HOUGHTON LAKE DRIVE (66 FT. WIDE RIGHT OF
WAY) , SOUTH 88°51'36” EAST A DISTANCE OF 130.91' TO A POINT; THENCE ALONG THE MDOT RIGHT OF WAY LINE
(LIBER 158 PAGE 162), SOUTH 44°59'13” EAST A DISTANCE OF 118.22' TO THE POINT OF BEGINNING. CONTAINING 0.752
ACRES OF LAND, MORE OR LESS.
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