Woodland Correctional Bid Documents_T-C3.pdf
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- RFQ-171-250000000303-4
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- Livingston County, Michigan
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| File | Type | Posted |
|---|---|---|
| Woodland Correctional Bid Documents_C15-C22, E1, E2.pdf | ||
| Addendum 2 23129.pdf | ||
| ADD 01 write up.pdf | ||
| LEIN Request 23129.pdf | ||
| Specs A.pdf | ||
| DTMB0415 AdvertismentRev 0222.pdf | ||
| ADD 01 Specs B.pdf | ||
| Specs B.pdf | ||
| Woodland Correctional Bid Documents_C4-C14.pdf | ||
| ADD 01 Specs A.pdf |
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SW
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S u r v e y o r s La n d
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-1 7-
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CIVIL PLANS - SHEET INDEX
LOCATION MAP
3 WORKING DAYS
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
For free location of public utility lines
R
OR R
Know what's below.
Call before you dig.
OVERALL IMPROVEMENT PLANC1
T TITLE SHEET
C2
SHEET INDEX
TITLE
NO.
SHEET
IMPROVEMENT PLAN - AREA 1
Civil Engineer NF Engineers 46777 Woodward Avenue Pontiac, MI 48342
Contact: Steven Sutton, P.E.
Phone: (248) 635-6571 Fax: (248) 332-8257 E-mail: swsutton@nfe-engr.com
NF
ENGINEERS
WOODLAND CORRECTIONAL CENTER -
UTILITY IMPROVEMENT PROGRAM
CONSTRUCTION PLANS FOR
MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
SECTION 30, TOWN 1 NORTH, RANGE 6 EAST
WHITMORE LAKE, LIVINGSTON COUNTY, MICHIGAN
FILE NO.: 472/23129.SDW
PROJECT PERMITS
VICINITY MAP
WHITMORE LAKE
LIVINGSTON COUNTY, MICHIGAN
Site
N
IMPROVEMENT PLAN - AREA 2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
SANITARY SEWER
IMPROVEMENT PLAN - AREA 3
IMPROVEMENT PLAN - AREA 4
IMPROVEMENT PLAN - AREA 5
IMPROVEMENT PLAN - AREA 6
IMPROVEMENT PLAN - AREA 7
IMPROVEMENT PLAN - AREA 8
IMPROVEMENT PLAN - AREA 9
IMPROVEMENT PLAN - AREA 10
IMPROVEMENT PLAN - AREA 11
IMPROVEMENT PLAN - AREA 12
IMPROVEMENT PLAN - AREA 13
IMPROVEMENT PLAN - AREA 14
IMPROVEMENT PLAN - AREA 15
IMPROVEMENT PLAN - AREA 16C18
IMPROVEMENT PLAN - SANITARY SEWER LIFT STATION
C19
STANDARD DETAILS AND NOTES
C20
C21
SANITARY PROFILES
SANITARY PROFILES
C22
SOIL EROSION & SEDIMENTATION CONTROL PLAN
Department of Corrections Physical Plant Division Contact: Trever LeBarre - Physical Plant Manager Phone: (517) 643-6518 E-mail: lebarret@michigan.gov
Electrical Engineer Matrix Consulting Engineer's, Inc.
1601 E. Grand River Lansing, MI 48908
Contact: Mason Cordes Phone: (517) 487-2511 (Office) E-mail: mcordes@matrixceinc.com
ELECTRICAL PLANS - SHEET INDEX
ELECTRICAL ABBREVIATIONS, SYMBOLS, AND NOTESE1
ELECTRICAL SITE PLANE2
900.68
DCH
900.66
DCH
899.57
DCH
900.30
DCH899.57
DCH
899.57
DCH
899.30
DCH
899.30
DCH
898.69
DCH
898.69
DCH898.07
DCH
898.32
DCH897.60
DCH
897.60
DCH897.64
DCH
897.64
DCH
896.51
DCH
896.51
DCH
895.45
DCH
895.45
DCH
894.80
DCH
894.80
DCH893.92
DCH893.39
DCH892.56
DCH891.20
DCH889.92
DCH
880.40
CULVERT
894.96
FC
896.26
FC
895.82
FC
880.07
CULVERT
880.91
EW
896.87
BM
900.04
SNLN
900.61
SNLN
906.33
CP
914.06
CP
908.66
CP SCIB
907.31
CP SPIKE
906.27
CP 1
914.04
CP 3
908.61
CP 5
907.29
CP 11
905.70
CP 22
912.06
BM TOP OF TOP NUT
905.66
CV 12 S CMP
905.36
CV 12 CMP S
904.90
CV 12 CMP N
904.65
CV 12 S CMP
904.14
CV 12 N CMP
903.13
CV 12 S CMP
902.90
CV 12 N CMP
902.58
STEAM PIPE
903.89
MSC GRATE
903.90
MSC GRATE
903.90
MSC GRATE
903.88
MSC GRATE
893.17
CV 15 S CPP
894.15
ES 30 N RCP
906.37
CP
905.54
CP
899.05
CV 8 NW RCP
898.71
EWT
898.68
EWT
898.59
EWT
898.46
EWT
898.56
EWT -
899.17
EWT -
898.98
EWT1 -
898.93
EWT1
898.85
EWT
905.36
CV 12 CMP S
904.90
CV 12 CMP N
904.65
CV 12 S CMP
904.14
CV 12 N CMP
903.13
CV 12 S CMP
902.90
CV 12 N CMP
895.78
CV 48 S RCP
896.38
CV 48 CMP N
899.05
CV 8 NW RCP
898.53
CV 48 S RCP
903.22
DCL
904.08
DCL
905.00 mh tele
906.00 lp
901.27
HWAL
901.34
HWAL
899.56
VCP
899.71
RCP
915.07
BM SPIKE
896.08
CULV 48 INV S
913.80
CP
913.98
CP
912.82
CP 4
912.81
CP 4
912.82
CP
914.24
CP
912.84
CP
903.41
HW
910.34
CP
907.32
CP
902.09
RCP
E. MICHIGAN 36
M
AX
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D
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M
AX
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D
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DH
Y
ST
ST
C
GV
GV
GV
ST
ST
ST
ST
DH
Y
ST
ST
ST
DH
Y
ST
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
E. MICHIGAN 36
M
AX
EY
D
R
M
AX
EY
D
R
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
E. MICHIGAN 36
M
AX
EY
D
R
M
AX
EY
D
R
MANHOLE
#EX5
EX. SANITARY
MANHOLE
#EX6
EX. SANITARY
MANHOLE
EX. 8" W. INV. 892.71
PR. RIM 915.86
EX. 10" SW. INV. 902.51
EX. 10" SE. INV. 902.66
EX. 10" NW. INV. 902.81
EX. 8" NE. INV. 902.51
PR. RIM 917.98
EX. 8" SW. INV. 905.68
EX. 6" NE. INV. 905.78
EX. LEAD 8" SW. INV. 911.43
EX. LEAD 6" SE. INV. 911.53
EX. 8" SE. INV. 907.33
SW
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C iv il E n g in e e r s La n d
S u r v e y o r s La n d
P la n n e r s
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A v e n u e
P o n t ia c
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-1 7-
LEGEND
NF
N
C
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R
AL
L
IM
PR
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M
EN
T
PL
AN
1" = 180' 090180 90 180 270
SCALE:
DAMAGE TO PRIVATE PROPERTY
DIRECTIONAL DRILLING
WATER / SEWER SEPARATION
PROJECT RESTORATION
OPEN EXCAVATIONS / TEMP. CHAIN LINK FENCE / STEEL PLATES:
ALL OPEN EXCAVATIONS SHALL BE EITHER BACKFILLED TO ROUGH FINISH GRADE OR A
MOVEABLE CHAIN LINK FENCE / STEEL PLATES SHALL ENCLOSE OR COVER ANY AREAS WHEN
CONTRACTORS LEAVE FOLLOWING THE WORK DAY. FENCING SHALL NOT IMPEDE REQUIRED
WALKING PATHS FOR DOC INMATES OR STAFF.
PROJECT PHASING:
THE CONTRACTOR SHALL PREPARE A PHASING PLAN, FOLLOWING AWARD OF THE PROJECT,
FOR PRESENTATION TO THE OWNER TEAM FOR REVIEW AND APPROVAL. THIS PLAN SHALL
ACHIEVE THE REQUIREMENTS NOTED IN THIS PLAN, TO ALLOW FOR CONTINUED OPERATION
AND PRISON MOVEMENT IN THE WORK ZONE.
DEWATERING:
THE CONTRACTOR SHALL REVIEW THE SITE CONDITIONS, PROVIDED SOIL BORINGS AND
DETERMINE THEIR OWN NEEDS FOR DEWATERING NECESSARY TO BUILD THE PROJECT.
DEWATERING WILL NOT BE PAID FOR SEPARATELY. ALL DEWATERING DISCHARGE POINTS SHALL
BE PROPERLY COORDINATED AND MAINTAINED TO PROTECT AGAINST EROSION.
UTILITY LOCATION:
HYDRO EXCAVATION:
THE CONTRACTOR SHALL INCLUDE COSTS OFOR HYDRO EXCAVATION OF ALL UTILITY
CROSSINGS REQUIRED, PRIOR TO COMMENCING WITH THE INSTALLATION. A SECONDARY
ALLOWANCE HAS BEEN PROVIDED FOR THE POTENTIAL NEED OF ADDED HYDRO EXCAVATION,
IF NEW UTILITIES ARE DISCOVERED DURING THE PRE-CONSTRUCTION GPR SCAN.
EXISTING UTILITY CONDUIT NOTE:
ALL EXISTING LIGHT, POWER, AND COMMUNICATION CONDUIT LOCATIONS SHOWN SHALL BE
FIELD VERIFIED FOR EXACT SIZE AND LOCATION. ADDITIONAL CONDUITS NOT SHOWN ON
SURVEY MAY EXIST AND WILL NEED FIELD VERIFICATION PRIOR TO INSTALLATION OF PROPOSED
WORK. CONTRACTOR SHALL EXERCISE CAUTION WHEN EXCAVATING FOR PROPOSED WORK AS
ADDITIONAL CONDUITS NOT SHOWN ON SURVEY MAY EXIST.
CAUTION NOTE:
IT IS NOT KNOW WHETHER CONDUITS SHOWN OR NOT SHOWN ON SURVEY CONTAIN HIGH
VOLTAGE, LOW VOLTAGE OR FIBER OPTIC LINES AND WILL NEED FIELD VERIFICATION.
CONTRACTOR SHALL EXERCISE CAUTION WHEN EXCAVATING AND INSTALLING PROPOSED
UTILITIES.
900.68
DCH
900.66
DCH
899.57
DCH
900.30
DCH899.57
DCH
899.57
DCH
899.30
DCH
899.30
DCH
898.69
DCH
898.69
DCH898.07
DCH
898.32
DCH897.60
DCH
897.60
DCH897.64
DCH
897.64
DCH
896.51
DCH
896.51
DCH
895.45
DCH
895.45
DCH
894.80
DCH
894.80
DCH893.92
DCH893.39
DCH892.56
DCH891.20
DCH889.92
DCH
880.40
CULVERT
894.96
FC
896.26
FC
895.82
FC
880.07
CULVERT
880.91
EW
896.87
BM
900.04
SNLN
900.61
SNLN
906.33
CP
914.06
CP
908.66
CP SCIB
907.31
CP SPIKE
906.27
CP 1
914.04
CP 3
908.61
CP 5
907.29
CP 11
905.70
CP 22
912.06
BM TOP OF TOP NUT
905.66
CV 12 S CMP
905.36
CV 12 CMP S
904.90
CV 12 CMP N
904.65
CV 12 S CMP
904.14
CV 12 N CMP
903.13
CV 12 S CMP
902.90
CV 12 N CMP
902.58
STEAM PIPE
903.89
MSC GRATE
903.90
MSC GRATE
903.90
MSC GRATE
903.88
MSC GRATE
893.17
CV 15 S CPP
894.15
ES 30 N RCP
906.37
CP
905.54
CP
899.05
CV 8 NW RCP
898.71
EWT
898.68
EWT
898.59
EWT
898.46
EWT
898.56
EWT -
899.17
EWT -
898.98
EWT1 -
898.93
EWT1
898.85
EWT
905.36
CV 12 CMP S
904.90
CV 12 CMP N
904.65
CV 12 S CMP
904.14
CV 12 N CMP
903.13
CV 12 S CMP
902.90
CV 12 N CMP
895.78
CV 48 S RCP
896.38
CV 48 CMP N
899.05
CV 8 NW RCP
898.53
CV 48 S RCP
903.22
DCL
904.08
DCL
905.00 mh tele
906.00 lp
901.27
HWAL
901.34
HWAL
899.56
VCP
899.71
RCP
915.07
BM SPIKE
896.08
CULV 48 INV S
913.80
CP
913.98
CP
912.82
CP 4
912.81
CP 4
912.82
CP
914.24
CP
912.84
CP
903.41
HW
910.34
CP
907.32
CP
902.09
RCP
E. MICHIGAN 36
M
AX
EY
D
R
M
AX
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D
R
DH
Y
ST
ST
C
GV
GV
GV
ST
ST
ST
ST
DH
Y
ST
ST
ST
DH
Y
ST
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
E. MICHIGAN 36
M
AX
EY
D
R
M
AX
EY
D
R
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
E. MICHIGAN 36
M
AX
EY
D
R
M
AX
EY
D
R
MANHOLE
#EX5
EX. SANITARY
MANHOLE
#EX6
EX. SANITARY
MANHOLE
EX. 8" W. INV. 892.71
PR. RIM 915.86
EX. 10" SW. INV. 902.51
EX. 10" SE. INV. 902.66
EX. 10" NW. INV. 902.81
EX. 8" NE. INV. 902.51
PR. RIM 917.98
EX. 8" SW. INV. 905.68
EX. 6" NE. INV. 905.78
EX. LEAD 8" SW. INV. 911.43
EX. LEAD 6" SE. INV. 911.53
EX. 8" SE. INV. 907.33
SW
S
M
AW
M
AW
JC
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N G
B Y
PR
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C
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D
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A
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C iv il E n g in e e r s La n d
S u r v e y o r s La n d
P la n n e r s
W o o d w a r d
A v e n u e
P o n t ia c
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P . L
A C
H , R
A , N
C A
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A
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A
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N A
N D
C O
N
ST
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C
TI
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D
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N Ph as e
-1
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N
FE
P R
O
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C T
N O
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-0
W H
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M
O R
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LA
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, L
IV
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G
ST
O N
C O
U N
TY
, M
IC
H
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AN
Ph as e
-1 5-
Ph as e
-0 5-
Bi d
D oc um en ts
-1 7-
LEGEND
NF
N
C
SO
IL
E R
O
SI
O N
SE
D
IM
EN
TA
TI
O
N C
O N
TR
O
L
PL
AN
1" = 180' 090180 90 180 270
SCALE:
SOIL EROSION CONTROL
SOIL EROSION NOTE
SESC SEQUENCE
SESC LEGEND
SILT SACK FILTER DETAIL
BAG DETAIL
INSTALLATION DETAIL
SOIL EROSION CONTROL NOTES
SOIL DATA
NOTES
STREET CLEANING SCHEDULE (MINIMUM REQUIREMENT)
SILT FENCE DETAIL
SECTION A-A
FRONT VIEW
PLAN VIEW
SECTION B-B
913.67
EG
913.85
EG
913.28
EG
913.19
EG
912.97
EG
912.66
EG
912.50
EG
912.09
EG
912.11
EG
910.23
911.94
EG
911.70
EG
912.01
EG
910.70
EG
910.97
EG
910.82
EG
911.01
EG
911.20
EG
911.31
EG
911.19
EG
910.72
EG
910.61
EG
910.93
FF
911.21
FF
910.97
BLD910.80
BLD
911.56
BLD
TREE
TREETREE
903.98
BLD
904.18
BLD
904.16
BLD
910.99
TRL
908.60
TRL
906.38
TRL
904.00
TRL
903.44
TRL
903.68
TRL
904.60
TRL
903.47
TRL
902.73
TRL
903.11
TRL
905.17
TRL
907.83
TRL
909.78
TRL
907.14
WELL
908.68
EG
909.14
TRL906.54
TRL
904.73
TRL903.19
TRL
A
B
C
SW
S
M
AW
M
AW
JC
/E
N G
B Y
PR
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LEGEND
IM
PR
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M
EN
T
PL
AN
AR
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C
NF
N
1" = 30' 01530 15 30 45
SCALE:
NF
N
Location Map
M
AT
C H
LI
N
E C
M
AT
C H
LI
N
E
SH
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T
C
MATCHLINE SHEET C7
M
AT
C H
LI
N
E C
AREA 1
SANITARY STRUCTURE SCHEDULE
WATERMAIN STRUCTURE SCHEDULE
PIPE ABANDONMENT
CROSSING SCHEDULE
A
B
C
SURFACE REPAIRS
REDUCED ACCESS AREAS
| K648-06-SIT-Bid Documents-T-TITLE |
| Sheets and Views |
| T-TITLE |
| K648-06-SIT-Bid Documents-C01-WM & SAN-Overall |
| Sheets and Views |
| C01-WM & SAN-Overall |
| K648-06-SIT-Bid Documents-C02 SESC |
| Sheets and Views |
| C02 SESC |
| K648-06-SIT-Bid Documents-C03-IMP AREA 1 |
| Sheets and Views |
| C03-IMP AREA 1 |
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