512-23121.JLM Chesterfield - Sidock - Civil Drawings 2.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ - 171 - 240000000127
- Issued by
- Macomb County, Chesaning Village, Michigan
About this file
This document contains civil engineering drawings and details for a proposed 8,400 square foot warehouse building for the State of Michigan Department of Military and Veterans Affairs. The project is located in Chesterfield, Macomb County, Michigan. The drawings include site plans, utility plans, soil erosion and sedimentation control plans, and construction details such as paving sections, curb details, and landscape protection.
The related state and local contract opportunity seeks bids for the construction of the Chesterfield Veterans Home Maintenance Building and Warehouse project. The solicitation is open to all qualified bidders, with instructions provided for electronic bid submission through the SIGMA VSS system. Bid attachments must be uploaded to SIGMA VSS, and bidders experiencing issues are directed to contact the SIGMA Help Desk. The bid deadline is 2:00 PM on the specified date. No further details on pricing, set-asides, funding, or contract term are provided in the information given.
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Text version
BE
NC
HM
AR
K
BENCHMARK
SALITRNIK ST
PEARSON
ASPHALT ACCESS DRIVE
ASPHALT
ASPHALT
PROPOSED
8,400 SQUARE FEET
WAREHOUSE BUILDING
GARAGE F.F.=587.50
C1
C2
C3 Storm Drainage
Structure Schedule
Structure Name #C1
PR. 4' DIA RYCB
W/2' SUMP
EJ 1020-N
#C2
PR. 4' DIA CB
W/2' SUMP
EJ 5105-M1
#C3
PR. 3' DIA RYCB
W/2' SUMP
EJ 1020-N
#EX1
TAP EX. CB
ADJUST RIM
Structure Details
PR. RIM 586.70
PR. 12" SW. INV. 583.26
PR. 12" SE. INV. 583.26
PR. RIM 586.75
PR. 12" SW. INV. 583.41
PR. 12" NE. INV. 583.41
PR. RIM 586.43
PR. 12" NE. INV. 583.53
PR. RIM 586.39
PR. 12" NW. INV. 583.19
LEGEND
U til ity P la n
W es t
ST
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ST
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IL
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AR
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AN
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FA
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
N F
E N
G I N
E E
R S
C i v i l
E n g i n e e r s
L a n d
S u r v e y o r s
L a n d
P l a n n e r s
W o o d w a r d A v e n u e
P o n t i a c M
I
T e l (2
F a x (2
N F
E P
R O
J E
C T
N O
N
Know what's below Call before you dig.
R
NF
N
Site
Location Map
NF
N
1" = 20' 01020 10 20 30
C
BENCHMARK
BENCHMARK
LEGEND
ST
AT
E O
F M
IC
H
IG
AN
D
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IG
N
A N
D C
O N
ST
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TI
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IV
IS
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D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
N F
E N
G I N
E E
R S
C i v i l
E n g i n e e r s
L a n d
S u r v e y o r s
L a n d
P l a n n e r s
W o o d w a r d A v e n u e
P o n t i a c M
I
T e l (2
F a x (2
N F
E P
R O
J E
C T
N O
N
Know what's below Call before you dig.
R
NF
N
Site
Location Map
NF
N
C
U til ity P la n
E as t
1" = 20' 01020 10 20 30
BE
NC
HM
AR
K
BENCHMARK
SALITRNIK ST
H
IB
BS
D
R
IV
E
PEARSON
ASPHALT ACCESS DRIVE
ASPHALT
ASPHALT
AS
PH
AL
T
PROPOSED
8,400 SQUARE FEET
WAREHOUSE BUILDING
GARAGE F.F.=587.50
C1
C2
C3
PLAN VIEW
LOW POINT INLET FILTER
PROFILE VIEW
SILTFENCE DETAIL
SECTION A-A
FRONT VIEW
PLAN VIEW
SECTION B-B
ST
AT
E O
F M
IC
H
IG
AN
D
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IG
N
A N
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O N
ST
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TI
O
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IV
IS
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D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
N F
E N
G I N
E E
R S
C i v i l
E n g i n e e r s
L a n d
S u r v e y o r s
L a n d
P l a n n e r s
W o o d w a r d A v e n u e
P o n t i a c M
I
T e l (2
F a x (2
N F
E P
R O
J E
C T
N O
N
Know what's below Call before you dig.
R
NF
N
Site
Location Map
NF
N
SOIL DATA
NOTES
LEGEND
C
SOIL EROSION CONTROL
TASKS
STREET CLEANING SCHEDULE (MINIMUM REQUIREMENT)
WED THU FRI SATTUEMONSUN
X X
XX X X X X
CONSTRUCTION EVENTS
SOIL EROSION CONTROL SEQUENCE
APR MAY JUN JUL AUG SEP OCTMARFEBJAN NOV DEC JAN FEB
So il
E ro si on
S ed im en tio n C on tr ol P la n
1" = 20' 01020 10 20 30
Part of P.C. 192 & 193 T. 3N, R. 14E 47901 Sugarbush RD, City of Chesterfield, Macomb County, Michigan 09-21-351-003 & -004
PROJECT LOCATION
LEGAL DESCRIPTION
ST
AT
E O
F M
IC
H
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AN
D
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N
A N
D C
O N
ST
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TI
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IS
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D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
N F
E N
G I N
E E
R S
C i v i l
E n g i n e e r s
L a n d
S u r v e y o r s
L a n d
P l a n n e r s
W o o d w a r d A v e n u e
P o n t i a c M
I
T e l (2
F a x (2
N F
E P
R O
J E
C T
N O
N
Know what's below Call before you dig.
R
UTILITIES
DAMAGE TO PRIVATE PROPERTY
DEWATERING OF TRENCH AND EXCAVATIONS
BY-PASS PUMPING
MEANS AND METHODS FOR PIPE CONSTRUCTION
PAVEMENT REMOVAL
MAINTENANCE OF TRAFFIC
IRRIGATION
SUB-SOIL CONDITIONS
SUBGRADE UNDERCUTTING AND PREPARTION
STRUCTURE BACKFILL
TRENCH BACKFILL
EARTH BALANCE / GRADING
SOIL EROSION / SEDIMENTATION CONTROL
GENERAL PAVING NOTES
CONCRETE CURB DETAIL 'A'
6" MONOLITHIC CURB AND WALK
CONCRETE PAVEMENT SECTION
CONCRETE SIDEWALK SECTION
MDOT DRIVEWAY OPENING DETAIL 'M'
SECTION A-A
CONCRETE CURB DETAIL 'B'
ASPHALT PAVEMENT SECTION
SILT SACK FILTER DETAIL
BAG DETAIL
INSTALLATION DETAIL
GENERAL TREE PROTECTION NOTES
BUTT JOINT DETAIL
EXPANSION JOINT DETAIL AT BUILDING
CONCRETE PAVEMENT NOTES & DETAILS
SWALE UNDERDRAIN
DETAIL
THICKENED CURB DETAIL
C
Pr oj ec t N ot es
D et ai ls
| 512-23121.JLM Chesterfield - Sidock - IFC Drawings 12-4-23 4 |
| 512-23121.JLM Chesterfield - Sidock - IFC Drawings 12-4-23 5 |
| 512-23121.JLM Chesterfield - Sidock - IFC Drawings 12-4-23 6 |
| 512-23121.JLM Chesterfield - Sidock - IFC Drawings 12-4-23 7 |
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