W912QR21R0013_Plans_Vol1-0001.pdf
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- Family Housing Renovation at WPAFB, OH
- Solicitation number
- W912QR21R0013
About this file
This Request for Proposal (RFP) solicits firm-fixed-price construction and renovation services for 29 family housing units at Wright-Patterson Air Force Base in Ohio. The scope of work includes whole-house interior and exterior modernization, renovation, and repair including building systems, spaces, and functional improvements. The construction magnitude is estimated between $25-100 million. The U.S. Army Corps of Engineers will evaluate proposals using a best value tradeoff process, considering past performance, technical, and price factors. Discussions may be held at the government's discretion. The RFP will be posted at SAM.gov and amendments issued there. Offerors must register in SAM to be eligible for award. The point of contact is listed for any questions.
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US Army Corps of Engineers
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SHEET INDEX
SHEET # SHEET NAME
G-001 TITLE SHEET
G-002 DRAWING INDEX
GC001 VICINITY MAP AND HAUL ROUTE
C-001 CIVIL GENERAL NOTES AND LEGEND
V-101 OVERALL EXISTING CONDITIONS
V-102 EXISTING CONDITIONS
V-103 EXISTING CONDITIONS
V-104 EXISTING CONDITIONS
V-105 EXISTING CONDITIONS
V-106 EXISTING CONDITIONS
V-107 EXISTING CONDITIONS
V-108 EXISTING CONDITIONS
V-109 EXISTING CONDITIONS
V-110 EXISTING CONDITIONS
B-101 SOIL BORING LOCATIONS
B-102 BORING LOGS (B1-B6)
B-103 BORING LOGS (B7-B12)
B-104 BORING LOGS (B13-B18)
B-105 BORING LOGS (B19-B25)
B-106 BORING LOGS (B26-B29)
B-107 BORING LOGS (P-1 - P-6)
CD101 OVERALL CIVIL DEMOLITION PLAN
CD102 CIVIL DEMOLITION PLAN
CD103 CIVIL DEMOLITION PLAN
CD103A CIVIL DEMOLITION PLAN - BID OPTION
CD104 CIVIL DEMOLITION PLAN
CD105 CIVIL DEMOLITION PLAN
CD106 CIVIL DEMOLITION PLAN
CD106A CIVIL DEMOLITION PLAN - BID OPTION
CD107 CIVIL DEMOLITION PLAN
CD107A CIVIL DEMOLITION PLAN - BID OPTION
CD108 CIVIL DEMOLITION PLAN
CD109 CIVIL DEMOLITION PLAN
CD110 CIVIL DEMOLITION PLAN
C-101 OVERALL SITE PLAN
C-102 CIVIL SITE PLAN
C-103 CIVIL SITE PLAN
C-103A CIVIL SITE PLAN - BID OPTION
C-104 CIVIL SITE PLAN
C-105 CIVIL SITE PLAN
C-106 CIVIL SITE PLAN
C-106A CIVIL SITE PLAN - BID OPTION
C-107 CIVIL SITE PLAN
C-107A CIVIL SITE PLAN - BID OPTION
C-108 CIVIL SITE PLAN
C-109 CIVIL SITE PLAN
C-110 CIVIL SITE PLAN
CS101 OVERALL LOCATION PLAN
CS102 LOCATION PLAN
SHEET INDEX
SHEET # SHEET NAME
CS103 LOCATION PLAN
CS103A LOCATION PLAN - BID OPTION
CS104 LOCATION PLAN
CS105 LOCATION PLAN
CS106 LOCATION PLAN
CS106A LOCATION PLAN - BID OPTION
CS107 LOCATION PLAN
CS108 LOCATION PLAN
CS109 LOCATION PLAN
CS110 LOCATION PLAN
CU101 OVERALL CIVIL UTILITY PLAN
CU102 CIVIL UTILITY PLAN
CU103 CIVIL UTILITY PLAN
CU103A CIVIL UTILITY PLAN - BID OPTION
CU104 CIVIL UTILITY PLAN
CU105 CIVIL UTILITY PLAN
CU106 CIVIL UTILITY PLAN
CU106A CIVIL UTILITY PLAN - BID OPTION
CU107 CIVIL UTILITY PLAN
CU108 CIVIL UTILITY PLAN
CU109 CIVIL UTILITY PLAN
CU110 CIVIL UTILITY PLAN
CU201 SANITARY SEWER PROFILES
CU202 SANITARY SEWER PROFILES
CU203A SANITARY SEWER PROFILES - BID OPTION
CG101 OVERALL GRADING AND EROSION CONTROL PLAN
CG102 GRADING AND EROSION CONTROL PLAN
CG103 GRADING AND EROSION CONTROL PLAN
CG103A GRADING AND EROSION CONTROL PLAN - BID OPTION
CG104 GRADING AND EROSION CONTROL PLAN
CG105 GRADING AND EROSION CONTROL PLAN
CG106 GRADING AND EROSION CONTROL PLAN
CG106A GRADING AND EROSION CONTROL PLAN - BID OPTION
CG107 GRADING AND EROSION CONTROL PLAN
CG107A GRADING AND EROSION CONTROL PLAN - BID OPTION
CG108 GRADING AND EROSION CONTROL PLAN
CG109 GRADING AND EROSION CONTROL PLAN
CG110 GRADING AND EROSION CONTROL PLAN
C-501 CIVIL DETAILS
C-502 CIVIL DETAILS
C-503 CIVIL DETAILS
C-504 CIVIL DETAILS
L-001 LANDSCAPE NOTES
L-101 LANDSCAPE LAYOUT
L-102 LANDSCAPE LAYOUT
L-103 LANDSCAPE LAYOUT
L-104 LANDSCAPE LAYOUT
L-105 LANDSCAPE LAYOUT
L-106 LANDSCAPE LAYOUT
SHEET INDEX
SHEET # SHEET NAME
L-107 LANDSCAPE LAYOUT
L-108 LANDSCAPE LAYOUT
L-109 LANDSCAPE LAYOUT
L-110 LANDSCAPE LAYOUT
L-111 LANDSCAPE LAYOUT
L-501 LANDSCAPE DETAILS & SCHEDULE
FX501 SITE PLAN/FLOW TEST
ES101 SITE PLAN - ELECTRICAL
ES102 PARTIAL SITE PLAN - ELECTRICAL
ES103 PARTIAL SITE PLAN - ELECTRICAL
ES104 PARTIAL SITE PLAN - ELECTRICAL
ES105 PARTIAL SITE PLAN - ELECTRICAL
ES106 PARTIAL SITE PLAN - ELECTRICAL
ES107 PARTIAL SITE PLAN - ELECTRICAL
ES108 PARTIAL SITE PLAN - ELECTRICAL
ES701 DIAGRAMS - ELECTRICAL
TS101 SITE PLAN - TELECOMMUNICATIONS
TS102 PARTIAL SITE PLAN - SYSTEMS
TS103 PARTIAL SITE PLAN - SYSTEMS
TS104 PARTIAL SITE PLAN - SYSTEMS
TS105 PARTIAL SITE PLAN - SYSTEMS
TS106 PARTIAL SITE PLAN - SYSTEMS
TS107 PARTIAL SITE PLAN - SYSTEMS
TS108 PARTIAL SITE PLAN - SYSTEMS
TS109 PARTIAL SITE PLAN - SYSTEMS
TS110 PARTIAL SITE PLAN - SYSTEMS
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834.9
833.9
SOIL-B21
833.2
SOIL-P4
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PLAN NORTH
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GENERAL NOTES:
KEYNOTES
1. REMOVE EXISTING FENCE, REUSABLE POSTS TO REMAIN
2. REMOVE TREE AND/OR SHRUBS. REFER TO SHEETS L-101 THRU L-111 FOR SPECIFICS
AT BUILDING FRONTS
3. REMOVE SIDEWALK/PAVEMENT
4. REMOVE DRAIN, STAIRS, AND INFILL - COORDINATE DOOR REMOVAL/REMEDIATION
WITH ARCHITECTURAL PLANS
5. RELOCATE HYDRANT
SEE SHEET CU103 FOR NEW PLACEMENT
6. CUT AND PLUG SERVICE LINE AT MAIN - TO BE COMPLETED BY AMERICAN WATER
7. SANITARY LATERAL TO BE REPLACED, SEE SHEET CU 103 FOR MORE INFORMATION -
WORK TO BE COMPLETED BY AMERICAN WATER
8. REMOVE SIDEWALK TO NEAREST EXISTING JOINT
SEE SHEET C-103 FOR REPLACEMENT
9. REMOVE SCREENED PATIO
10. REMOVE CURB AND GUTTER
11. ABANDONED COMMUNICATION DUCT BANK TO BE REMOVED UNDER AND EXTENDING
10 FEET BEYOND GARAGE AND BUILDING ADDITION. SEE STRUCTURAL PLANS FOR
INFORMATION
12. REMOVE EXISTING LATERAL PARALLEL TO MAIN AND SERVICE LINE - TO BE
COMPLETED BY AMERICAN WATER
13. EXISTING UNDERGROUND COMMUNICATION WOODEN CONDUIT ABANDONED IN PLACE
14. CONCRETE APRON TO BE REMOVED
15. CUT AND PLUG EXISTING LATERAL - TO BE COMPLETED BY AMERICAN WATER.
3 3
KEYMAP
1. BOLD ITEMS ARE TO BE REMOVED, THE EXISTING BUILDINGS ARE BEING
MODIFIED AND NOT COMPLETELY REMOVED.
2. LANDSCAPING SHALL BE COMPLETELY REMOVED IN AREAS OF DISTURBANCE.
FINAL LANDSCAPING SHALL MATCH LANDSCAPING PLANS.
3. WHERE FENCES ARE TO BE REMOVED, REMOVAL SHALL EXTEND TO THE
NEAREST POLE AND REPLACED.
4. CONTRACTOR SHALL EXERCISE CARE TO AVOID EXISTING UTILITIES WHEN
REMOVING PAVEMENT AND PERFORMING CONSTRUCTION ACTIVITIES.
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INV. 8" VCP N 826.89
INV. 6" PVC SE 826.99
EX. SDMH
RIM 834.56
INV. 15" VCP N 829.91
INV. 12" VCP E 830.31
INV. 12" VCP SW 830.41
EX. SDMH
RIM 834.62
INV. 18" VCP N 828.72
INV. 8" VCP E 829.27
INV. 15" VCP S 829.02
EX. SSMH
RIM 834.02
INV. 12" PVC N 824.97
INV. 4" VCP E 825.17
INV. 10" VCP SE 825.02
INV. 8" VCP S 825.12
EX. SSMH
RIM 833.68
INV. 10" PVC NW 825.03
INV. 6" VCP NE 825.08
INV. 8" VCP E 825.13
EX. SSMH
RIM 834.65
INV. 8" PVC W 825.25
INV. 8" PVC E 825.35
INV. 6" PVC SE 825.40
INV. 6" PVC S 825.40
EX. SSMH
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INV. 8" PVC W 824.77
INV. 8" PVC N 824.82
INV. 8" PVC E 824.87
EX. SDCB #2
TOP 833.07
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INV. 8" CMP S BLOCKED
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EX. SDCB
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TYPE F
TYPE E
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US Army Corps of Engineers
SHEET ID
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M A
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D
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*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS *** CERTIFIED FINAL SUBMITTAL
FI
LE
N
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7_ C
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3A .d w g
FI
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20 400A1 SCALE: 1" = 20' CD103A
PLAN NORTH
C
IV
IL
D
EM
O
LI
TI
O N
P
LA
N
BI
D
O
PT
IO
N
GENERAL NOTES:
KEYNOTES
1. REMOVE EXISTING FENCE, REUSABLE POSTS TO REMAIN
2. REMOVE TREE AND/OR SHRUBS. REFER TO SHEETS L-101 THRU L-111 FOR SPECIFICS
AT BUILDING FRONTS
3. REMOVE SIDEWALK/PAVEMENT
4. CUT AND PLUG SERVICE LINE AT MAIN - TO BE COMPLETED BY AMERICAN WATER
5. REMOVE SIDEWALK TO NEAREST EXISTING JOINT
SEE SHEET C-103 FOR REPLACEMENT
6. ELECTRIC BOX RELOCATION
SEE ELECTRICAL PLANS
7. SANITARY LATERAL TO BE REPLACED, SEE SHEET CU 103 FOR MORE INFORMATION -
WORK TO BE COMPLETED BY AMERICAN WATER
8. AIR CONDITIONER UNIT AND BASE TO BE RELOCATED
SEE MECHANICAL PLANS FOR RELOCATION INFORMATION
9. REMOVE SCREENED PATIO
10. ELECTRIC LINE TO BE RELOCATED, SEE SHEET ES103
11. ABANDONED COMMUNICATION DUCT BANK TO BE REMOVED UNDER AND EXTENDING
10 FEET BEYOND GARAGE AND BUILDING ADDITION. SEE STRUCTURAL PLANS FOR
INFORMATION
12. REMOVE EXISTING LATERAL PARALLEL TO MAIN AND SERVICE LINES - TO BE
COMPLETED BY AMERICAN WATER
13. EXISTING UNDERGROUND COMMUNICATION WOODEN CONDUIT ABANDONED IN PLACE
14. REMOVE WATERLINE BEHIND CURB TO BUILDING - TO BE COMPLETED BY AMERICAN
WATER
15. REMOVE STORM CATCH BASIN, CAP AND ABANDON LINE AT NEXT MANHOLE
16. CONCRETE APRON TO BE REMOVED
17. REMOVE CURB AND GUTTER
3 3
KEYMAP
1. BOLD ITEMS ARE TO BE REMOVED, THE EXISTING BUILDINGS ARE BEING
MODIFIED AND NOT COMPLETELY REMOVED.
2. LANDSCAPING SHALL BE COMPLETELY REMOVED IN AREAS OF DISTURBANCE.
FINAL LANDSCAPING SHALL MATCH LANDSCAPING PLANS.
3. WHERE FENCES ARE TO BE REMOVED, REMOVAL SHALL EXTEND TO THE
NEAREST POLE AND REPLACED.
4. CONTRACTOR SHALL EXERCISE CARE TO AVOID EXISTING UTILITIES WHEN
REMOVING PAVEMENT AND PERFORMING CONSTRUCTION ACTIVITIES.
M
AT
C H
L
IN
E
- S
H
EE
T C
D
M
AT
C H
L
IN
E
- S
H
EE
T C
D
CONTRACTOR WORK LIMITS
CD102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
CD103 CD104
CD105 CD106 CD107
CD108
CD110
CD109
CIVIL DEMOLITION PLAN - BID OPTION
CHANDLER DRIVE
AM
D T-
FE
BR
U
AR
Y
D
EE
E
ERO
R
S
N
F
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IG
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A
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CUx
CUx
CUx
CUx
CUx
CUx
C U x
CUx CUx CUx
SS
x
SS
SD
x
SD
x
SD
x
SD
x
SDx
CUx CUx
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
G x
G x
G x
G x
G x
G x
G x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x Wx
Wx Wx
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
W x
W x
W x
W x
E x Ex
W x
W x
W x
Wx
Gx
G x
G x
W x
C U x
GGGG
CI
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MAG
C
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E AC
E
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CTV
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X
X X
X X
X
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X X
X X X
X
X X X X X
X X
X X
X X
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X X
X
X
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SSx
SSx SSx
837.6
SOIL-B1
PE
AR
SO
N
R O
AD
LA
H
M C
IR
C
LE
ESx ESx
ESx ES x
ES
x
ES
x
ES
x
ES
x
ESx
ES
x
ES
x
ES
x
ES
x
ES
x
S
S
TYPE A
TYPE C
TYPE A
X X
X
EX. SDCB
RIM 831.48
INV. 10" VCP N 828.78
ES
x
ES
x
C U x C
U x
CUx
S
CU x
CUx
E
X
C U x C
U x
JOHNSON DRIVE
PE
AR
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N
R O
AD
8" CI8" CI
8" C
I
X X
X
X
GGGGG
GG
G
G
G
E
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E
G
G G
E
G G G E G G
E
E E
E
G
G
E
G
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G G
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G G
E
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G E
G
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E
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G
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X
X X
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POD POD
POD
POD
POD
POD
US Army Corps of Engineers
SHEET ID
W R
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F:\36\36931\3693107\04_CAD\CIVL\3693107_CD105.dwg
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M A
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FI
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20 400A1 SCALE: 1" = 20' CD105
PLAN NORTH
C
IV
IL
D
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O
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O N
P
LA
N
GENERAL NOTES:
KEYNOTES
1. REMOVE EXISTING FENCE
2. REMOVE TREE AND/OR SHRUBS. REFER TO SHEETS L-101 THRU L-111 FOR
SPECIFICS AT BUILDING FRONTS
3. REMOVE SIDEWALK/PAVEMENT
4. COMMUNICATIONS LINES TO BE RELOCATED, SEE
TELECOMMUNICATIONS PLANS FOR INFORMATION
5. ELECTRIC LINES TO BE RELOCATED, SEE SHEET ES105
6. REMOVE SCREENED PATIO
7. SANITARY LATERAL AND EXISTING CLEANOUTS TO BE REPLACED BY AMERICAN
WATER, SEE SHEET CU105 FOR MORE INFORMATION
8. WATER SERVICE LINE TO BE REMOVED - WORK TO BE COMPLETED BY AMERICAN
WATER
9. REMOVE CONCRETE APRON
10. REMOVE SIDEWALK TO NEAREST JOINT
SEE SHEET C-105 FOR REPLACEMENT
11. REMOVE CURB AND GUTTER
12. EXISTING UNDERGROUND COMMUNICATION WOODEN CONDUIT ABANDONED IN
PLACE.
13. SAW-CUT EXISTING PAVEMENT
SEE DETAIL F7/C-501
14. CUT AND PLUG WATER SERVICE - TO BE COMPLETED BY AMERICAN WATER
15. REMOVE STAIRS AND INFILL, COORDINATE DOOR REMOVAL/REMEDIATION WITH
ARCHITECTURAL PLANS
KEYMAP
1. BOLD ITEMS ARE TO BE REMOVED, THE EXISTING BUILDINGS ARE BEING
MODIFIED AND NOT COMPLETELY REMOVED.
2. LANDSCAPING SHALL BE COMPLETELY REMOVED IN AREAS OF DISTURBANCE.
FINAL LANDSCAPING SHALL MATCH LANDSCAPING PLANS.
3. WHERE FENCES ARE TO BE REMOVED, REMOVAL SHALL EXTEND TO THE
NEAREST POLE AND REPLACED.
4. CONTRACTOR SHALL EXERCISE CARE TO AVOID EXISTING UTILITIES WHEN
REMOVING PAVEMENT AND PERFORMING CONSTRUCTION ACTIVITIES.
5. ALL WATER AND SANITARY FROM THE MAIN TO THE DEMARCATION POINT (POD)
WILL BE COMPLETED BY AMERICAN WATER. THE POD IS AT THE CLEANOUT FOR
SANITARY SEWER AND AT THE SHUTOFF VALVE FOR THE WATER, BOTH OF
WHICH ARE TYPICALLY 5; FROM THE BUILDING. WORK FROM THE BUILDING TO
THE POD IS INCLUDED AS PART OF THE PLUMBING CONTRACT. CONTRACTOR TO
COORDINATE WORK WITH AMERICAN WATER
2 2
CONTRACTOR WORK LIMITS
M
AT
C H
L
IN
E
- S
H
EE
T C
D
MATCH LINE - SHEET CD108
M
AT
C H
L
IN
E
- S
H
EE
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D
CD102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
CD103 CD104
CD105 CD106 CD107
CD108
CD110
3 3
CD109
CIVIL DEMOLITION PLAN
CHANDLER DRIVE
AM
D T-
FE
BR
U
AR
Y
D
EE
E
ERO
R
S
N
F
E
O
SI
S
IG
NELA
ET R
ING
P
T S
A
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XXXXX
XXX
X
X X
X
X
X
X
X
X
X
X X X X X X
X
X
X
XXXXXXXX
X
X
XX
X
X
X
X X
CO
CO
CO
CO
COCO
CO
CO
CO
CO
X
X X
X
XXX
S
S
S
S
US Army Corps of Engineers
SHEET ID
W R
IG
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N
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F:\36\36931\3693107\04_CAD\CIVL\3693107_C-101.dwg
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M A
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*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS *** CERTIFIED FINAL SUBMITTAL
FI
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N
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7_ C
-1
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FI
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B
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80 1600A1 SCALE: 1" =80'
GENERAL NOTES:
1. BOLD ITEMS ARE PROPOSED, THE EXISTING BUILDINGS ARE BEING MODIFIED
AND NOT COMPLETELY REMOVED.
2. SEE ARCHITECTURAL PLANS FOR BUILDING AND GARAGE TYPES.
KEYMAP
C-101
PLAN NORTH
O
VE
R
AL
L
SI
TE
P
LA
N
JOHNSON DRIVE
METZGER DRIVE
PE
AR
SO
N
R O
AD
LAHM CIRCLE
LA
H
M C
IR
C
LE
439 437 429 427 419 419427
523 515
516 514
448 440
430438
440 438 430 428 428 420 420
HOUSING TABLE
CONTRACTOR WORK LIMITS
STAGING AREAS
C-102 C-103 C-104
C-105 C-106
C-107
C-108
C-109
C-110
C-102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
C-103 C-104
C-105 C-106 C-107
C-108
C-109
C-110
OVERALL SITE PLAN
CHANDLER DRIVE
CHANDLER DRIVE
AM
D T-
FE
BR
U
AR
Y
D
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ERO
R
S
N
F
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P
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W
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SD x
SD x
SD x
SD x
SDx SDx SDx SDx SDx SDx SDx SDx
SD
x
SD
x
SD
x
SD
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SD
x
SD
x
SDx SD x
SD
x
CUx CUx
CU x
CU x
CU x
CUx CUx
Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
E x
E x
E x Ex
Ex Ex
Ex
E x
E x
E x
E x
E x
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
Wx Wx
W x
Wx
Wx
Wx
Gx Gx
G x
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6.
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XXXXXXXXXX
X X
X X
X X
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X X
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X X
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SS
x
SS
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SS
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X
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U x
C U x
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CUx CUx
CUx
C U x
SSx
SS
x
SS
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SS
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SS
x
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C U x
SS
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SS
x
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SS
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SS
x
SSx
PE
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METZGER DRIVE
XXXXXXXXX
X
X X
X
X
836.3
SOIL-P5
834.2
SOIL-B25
834.7
SOIL-B23
834.9
833.9
SOIL-B21
833.2
SOIL-P4
ES
x
ES
x
ES
x
ES
x
ES
x
ESx
ESx
ES
x
ES
x
ES
x
ES
x
ES
x
ES
x
ES x
ES xES x
ES x
ES x
ES
x
ES
x
ESx ESx
S S S
S
S
CO
CO
TYPE F
TYPE A TYPE C
E
D
CI
X
6" CI
S
438440
TYPE C
SS
SS
SS
W
X X
X
COCO
POD POD
X
X
X X
X
XXX
S
S
S
S
US Army Corps of Engineers
SHEET ID
W R
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2 3 4 5 6 7 8 9 10
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F:\36\36931\3693107\04_CAD\CIVL\3693107_C-103.dwg
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Plot Date:
M A
R K
D
ES
C R
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TI
O N
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS *** CERTIFIED FINAL SUBMITTAL
FI
LE
N
AM
E:
7_ C
-1
.d w g
FI
LE
N U
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BE
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LO
U
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VI
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EN
TU
C
K Y
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B
AR
D
EN
R
20 400A1 SCALE: 1" = 20' C-103
PLAN NORTH
C
IV
IL
S
IT
E
PL
AN
KEYNOTES
GENERAL NOTES:
KEYMAP
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
1. ASPHALT PAVEMENT
SEE DETAIL A5/C-501
2. SIDEWALK
SEE DETAIL A7/C-501
3. CHAIN LINK FENCE
SEE DETAIL A1/C-501
4. CHAIN LINK FENCE GATE
SEE DETAIL D7/C-501
5. REPLACE SIDEWALK WITH 4" THICK CONCRETE
SEE DETAIL A7/C-501
6. SAWCUT EXISTING PAVEMENT, SURFACE OF EXISTING DRIVE WILL BE
REMOVED AND RESURFACED 1' FROM EDGE
SEE DETAIL F7 & F9/C-501
7. REPLACE CURB AND GUTTER (TO MATCH EXISTING PROFILE)
SEE DETAIL C5/C-501
8. NEW CONCRETE APRON / CURB AND GUTTER
SEE DETAIL A6/C-502
9. NEW CONCRETE PAD
SEE DETAIL A4/C-502
10. REPLACE SIDEWALK WITH 6" THICK CONCRETE
SEE DETAIL A7/C-501
1. BOLD ITEMS ARE PROPOSED, THE EXISTING BUILDINGS ARE BEING MODIFIED
AND NOT COMPLETELY REMOVED.
2. SEE ARCHITECTURAL PLANS FOR BUILDING AND GARAGE TYPES.
3. SEE ELECTRICAL PLANS FOR ELECTRICAL REROUTING
4. REPLACE SIDEWALK WITHIN THE WIDTH OF THE NEW APRON WITH 6" THICK
CONCRETE. REPLACE SIDEWALK OUTSIDE OF NEW APRON WITH 4" THICK
CONCRETE. ALL SIDEWALK REPLACEMENT SHALL BE TO THE NEAREST JOINT.
KEYMAPKEYMAP
C-102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
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AD
C-103 C-104
C-105 C-106 C-107
C-108
C-110
C-109
CIVIL SITE PLAN
CONTRACTOR WORK LIMITS
CHANDLER DRIVE
AM
D T-
FE
BR
U
AR
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D
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ERO
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S
N
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E-66168
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SCHULTZ
3/01/2021 W
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SD x
SD x
SD x
SD x
SDx SDx SDx SDx SDx SDx SDx SDx
SD
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SD
x
SD
x
SD
x
SD
x
SD
x
SDx SD x
SD
x
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CU x
CU x
CU x
CUx CUx
Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
E x
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Ex Ex
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METZGER DRIVE
XXXXXXXXX
X
X X
X
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836.3
SOIL-P5
834.2
SOIL-B25
834.7
SOIL-B23
834.9
833.9
SOIL-B21
833.2
SOIL-P4
ES
x
ES
x
ES
x
ES
x
ES
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ESx
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N: 662516.22 E: 1535470.58
TYPE D
TYPE E
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CO
CO
CO
CO
PODPOD
TYPE F
TYPE A
CO
CO
CO
CO
CO
CO
CO
CO
CO
POD
POD
POD
US Army Corps of Engineers
SHEET ID
W R
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PA
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SO
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F:\36\36931\3693107\04_CAD\CIVL\3693107_C-103A.dwg
3/1/2021 11:33:31 AM
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F A
M
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File Path:
Plot Date:
M A
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D
ES
C R
IP
TI
O N
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS *** CERTIFIED FINAL SUBMITTAL
FI
LE
N
AM
E:
7_ C
-1
A.
dw g
FI
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N U
M
BE
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LO
U
IS
VI
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E, K
EN
TU
C
K Y
T.
B
AR
D
EN
R
20 400A1 SCALE: 1" = 20' C-103A
PLAN NORTH
C
IV
IL
S
IT
E
PL
AN
BI
D O
PT
IO
N
KEYNOTES
GENERAL NOTES:
KEYMAP
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
1. ASPHALT PAVEMENT
SEE DETAIL A5/C-501
2. SIDEWALK
SEE DETAIL A7/C-501
3. CHAIN LINK FENCE
SEE DETAIL A1/C-501
4. CHAIN LINK FENCE GATE
SEE DETAIL D7/C-501
5. NEW DECK
SEE ARCHITECTURAL PLANS FOR DETAILS
6. SAWCUT EXISTING PAVEMENT, SURFACE OF EXISTING DRIVE WILL BE
REMOVED AND RESURFACED 1' FROM EDGE
SEE DETAIL F7 & F9/C-501
7. REPLACE CURB AND GUTTER (TO MATCH EXISTING PROFILE)
SEE DETAIL C5/C-501
8. NEW CONCRETE APRON / CURB AND GUTTER
SEE DETAIL A6/C-502
9. NEW CONCRETE PAD
SEE DETAIL A4/C-502
10. REPLACE SIDEWALK WITH 6" THICK CONCRETE
SEE DETAIL A7/C-501
11. REPLACE SIDEWALK WITH 4" THICK CONCRETE
SEE DETAIL A7/C-501
1. BOLD ITEMS ARE PROPOSED, THE EXISTING BUILDINGS ARE BEING MODIFIED
AND NOT COMPLETELY REMOVED.
2. SEE ARCHITECTURAL PLANS FOR BUILDING AND GARAGE TYPES.
3. SEE ELECTRICAL PLANS FOR ELECTRICAL REROUTING
4. REPLACE SIDEWALK WITHIN THE WIDTH OF THE NEW APRON WITH 6" THICK
CONCRETE. REPLACE SIDEWALK OUTSIDE OF NEW APRON WITH 4" THICK
CONCRETE. ALL SIDEWALK REPLACEMENT SHALL BE TO THE NEAREST JOINT.
KEYMAPKEYMAP
C-102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
C-103 C-104
C-105 C-106 C-107
C-108
C-110
C-109
CIVIL SITE PLAN -
BID OPTION
CONTRACTOR WORK LIMITS
CHANDLER DRIVE
AM
D T-
FE
BR
U
AR
Y
D
EE
E
ERO
R
S
N
F
E
O
SI
S
IG
NELA
ET R
ING
P
T S
A
TE
R
O
FO
IO
H
E-66168
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SCHULTZ
3/01/2021 W
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R
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CUx
CUx
CUx
CUx
CUx
C U x
CUx CUx CUx
SS
x
SS
SD
x
SD
x
SD
x
SD
x
SDx
CUx CUx
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
G x
G x
G x
G x
G x
G x
G x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x Wx
Wx Wx
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
W x
W x
W x
W x
E x Ex
Wx
Gx
G x
G x
C U x
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CI
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C
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6.
AC
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E
4.
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E
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C
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8.
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CTV
C
C
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AC
C
AC
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X
X X
X X
X
X
X
X X
X X
X X X
X
X X X X X
X X
X X
X X
X
X X
X
X
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SSx
SSx SSx
837.6
SOIL-B1
PE
AR
SO
N
R O
AD
LA
H
M C
IR
C
LE
ESx ESx
ESx ES x
ES
x
ESx
ES
x
ES
x
S
S
TYPE A
TYPE C
TYPE A
X X
X
ES
x
ES
x
C U x C
U x
CUx
S
CU x
CUx
E
X
C U x C
U x
JOHNSON DRIVE
PE
AR
SO
N
R O
AD
8" CI8" CI
8" C
I
X
X
TYPE A
TYPE A
CO
W
W
W
523 733
X
X
X X
CO
CO
CO
POD
POD
515 513
TYPE C
CO
X
X
X
X
X
X
X
CO
CO
S
POD POD
X
X X
X
XXX
S
S
S
S
US Army Corps of Engineers
SHEET ID
W R
IG
H
T-
PA
TT
ER
SO
N
A
FB
, D A
YT
O
N , O
H
IO
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N N
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F:\36\36931\3693107\04_CAD\CIVL\3693107_C-105.dwg
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File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS *** CERTIFIED FINAL SUBMITTAL
FI
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N
AM
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7_ C
-1
.d w g
FI
LE
N U
M
BE
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VI
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E, K
EN
TU
C
K Y
T.
B
AR
D
EN
R
20 400A1 SCALE: 1" = 20' C-105
PLAN NORTH
C
IV
IL
S
IT
E
PL
AN
KEYNOTES
GENERAL NOTES:
KEYMAP
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
MATCH LINE - SHEET C-108
1. ASPHALT PAVEMENT
SEE DETAIL A5/C-501
2. SIDEWALK
SEE DETAIL A7/C-501
3. CHAIN LINK FENCE
SEE DETAIL A1/C-501
4. CHAIN LINK FENCE GATE
SEE DETAIL D7/C-501
5. NEW DECK
SEE ARCHITECTURAL PLANS FOR DETAILS
6. SAWCUT EXISTING PAVEMENT, SURFACE OF EXISTING DRIVE WILL BE
REMOVED AND RESURFACED 1' FROM EDGE
SEE DETAIL F7/C-501
7. NEW CONCRETE APRON /CURB AND GUTTER
SEE DETAIL A6/C-502
8. NEW CONCRETE PAD
SEE DETAIL A4/C-502
9. REPLACE SIDEWALK WITH 6" THICK CONCRETE
SEE DETAIL A7/C-501
10. REPLACE SIDEWALK WITH 4" THICK CONCRETE
SEE DETAIL A7/C-501
11. REPLACE CURB AND GUTTER (TO MATCH EXISTING PROFILE)
SEE DETAIL C5/C-501
1. BOLD ITEMS ARE PROPOSED, THE EXISTING BUILDINGS ARE BEING MODIFIED
AND NOT COMPLETELY REMOVED.
2. SEE ARCHITECTURAL PLANS FOR BUILDING AND GARAGE TYPES.
3. SEE ELECTRICAL PLANS FOR ELECTRICAL REROUTING
4. COMMUNICATIONS LINES AND MANHOLE TO BE RELOCATED, COORDINATE WITH
BASE
5. REPLACE SIDEWALK WITHIN THE WIDTH OF THE NEW APRON WITH 6" THICK
CONCRETE. REPLACE SIDEWALK OUTSIDE OF NEW APRON WITH 4" THICK
CONCRETE. ALL SIDEWALK REPLACEMENT SHALL BE TO THE NEAREST JOINT.
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
C-102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
C-103 C-104
C-105 C-106 C-107
C-108
C-110
C-109
CIVIL SITE PLAN
CONTRACTOR WORK LIMITS
CHANDLER DRIVE
AM
D T-
FE
BR
U
AR
Y
D
EE
E
ERO
R
S
N
F
E
O
SI
S
IG
NELA
ET R
ING
P
T S
A
TE
R
O
FO
IO
H
E-66168
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3/01/2021 W
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SD x
SD x
SD x
SD x
SDx SDx SDx SDx SDx SDx SDx SDx
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx SD x
SD
x
CUx CUx
CU x
CU x
CU x
CUx CUx
Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
E x
E x
E x Ex
Ex Ex
Ex
E x
E x
E x
E x
E x
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
Wx Wx
W x
Wx
Wx
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G x
TV
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TV
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6.
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MAG
MAG
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MAG
MAG
MAG
MAG
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8.
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X X
X X
X X
X
X X
X X
X
X X
X
XX
SS
x
SS
x
SS
x
X
C U x C
U x
C U x
X
CUx CUx
CUx
C U x
SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SSxSSx SSx
C U x
SS
x
SS
x
SS
x
SSx
SS
x
SS
x
SSx
PE
AR
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METZGER DRIVE
XXXXXXXXX
X
X X
X
X
836.3
SOIL-P5
834.2
SOIL-B25
834.7
SOIL-B23
834.9
833.9
SOIL-B21
833.2
SOIL-P4
ES
x
ES
x
ES
x
ES
x
ES
x
ESx
ESx
ES
x
ES
x
ES
x
ES
x
ES
x
ES
x
ES x
ES xES x
ES x
ES x
ES
x
ES
x
ESx ESx
S S S
S
S
CO
CO
TYPE F
TYPE A TYPE C
E
D
CI
X
6" CI
S
438440
TYPE C
SS
SS
SS
W
X X
X
COCO
POD POD
X
N: 663068.68 E: 1535756.99
N: 663054.01 E: 1535772.01
N: 663063.80 E: 1535790.56
N: 663090.42 E: 1535774.58
N: 663108.37 E: 1535791.98
N: 663090.28 E: 1535810.65
N: 663093.23 E: 1535819.08
N: 663025.42 E: 1535893.11
N: 663021.18 E: 1535893.17
N: 663054.05 E: 1535920.85
N: 663048.73 E: 1535919.88
N: 663030.63 E: 1535938.55
N: 663048.58 E: 1535955.94
N: 663066.68 E: 1535937.28
N: 663019.45 E: 1535924.22
N: 663034.06 E: 1535909.14
N: 662981.27 E: 1535887.16
N: 663095.38 E: 1535821.17
N: 663072.33 E: 1535793.25
N: 663063.37 E: 1535745.32
N: 663042.09 E: 1535767.05
X
X X
X
XXX
S
S
S
S
US Army Corps of Engineers
SHEET ID
W R
IG
H
T-
PA
TT
ER
SO
N
A
FB
, D A
YT
O
N , O
H
IO
U S
A R
M Y
C O
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D
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TR
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F:\36\36931\3693107\04_CAD\CIVL\3693107_CS103.dwg
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M A
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*** SUPPORT VALUE ENGINEERING - IT PAYS *** CERTIFIED FINAL SUBMITTAL
FI
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7_ C
S1
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20 400
LOCATION PLANA1 SCALE: 1" = 20' CS103
PLAN NORTH
LO
C
AT
IO
N P
LA
N
GENERAL NOTES:
KEYMAP
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
CS102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
CS103 CS104
CS105 CS106 CS107
CS108
CS109
CS110
3'3' 8.5'
3'
4'
5'
5'
3'7'
CHANDLER DRIVE
21'
28'
3'
3'
1'
1'
3'
21'
18'
4'
4'
16'
1. ALL PROPOSED RADII ARE 3 FEET UNLESS OTHERWISE NOTED
2. TYPICAL SIDEWALK WIDTH IS 3'
3. BUILDING COORDINATES ARE AT THE CORNERS OF THE BUILDING
4. MANHOLE COORDINATES ARE AT THE CENTER OF THE MANHOLE
AM
D T-
FE
BR
U
AR
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D
EE
E
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N
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TYPE A
W W
W
SS
SS
X X
X
X
X
X
X
W W
CO
CO
X
SD
SD
SD
SD
SD
CO
CO
CO
X
CO
CO
CO
CO
SD
POD
POD
POD
CU
x
SD x
SD x
SD x
SD x
SDx SDx SDx SDx SDx SDx SDx SDx
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx SD x
SD
x
CUx CUx
CU x
CU x
CU x
CUx CUx
Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
E x
E x
E x Ex
Ex Ex
Ex
E x
E x
E x
E x
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Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
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6.
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MAG
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MAG
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MAG
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C
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6.
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8.
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4.
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9.
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FF
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9.
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X X
X X
X X
X
X X
X
XX
SS
x
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X
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x
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C U x
SS
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x
SS
x
SSx
SS
x
SS
x
PE
AR
SO
N
R O
AD
METZGER DRIVE
XXXXXXXXX
X
X X
X
X
836.3
SOIL-P5
834.2
SOIL-B25
834.7
SOIL-B23
834.9
833.9
SOIL-B21
833.2
SOIL-P4
ES
x
ES
x
ES
x
ES
x
ES
x
ESx
ESx
ES
x
ES
x
ES
x
ES
x
ES
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ES
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ES x
ES
x
ES
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S S S
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TYPE F
TYPE A TYPE C
E
D
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S
438440
TYPE C
SS
SS
SS
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X X
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COCO
POD POD
X
N: 663381.21 E: 1535787.62
N: 663366.29 E: 1535807.41
N: 663355.50 E: 1535822.04
N: 663338.05 E: 1535839.93
N: 663319.44 E: 1535821.77
N: 663336.89 E: 1535803.88
N: 663351.25 E: 1535792.74
N: 663306.38 E: 1535830.86
N: 663267.18 E: 1535736.99
N: 663271.37 E: 1535726.54
N: 663230.26 E: 1535734.01N: 663247.21
E: 1535715.92
N: 663248.16 E: 1535751.47
N: 663276.60 E: 1535719.45
N: 663261.57 E: 1535704.79
N: 663203.65 E: 1535702.43
N: 663185.55 E: 1535721.09
N: 663185.69 E: 1535685.03
N: 663167.60 E: 1535703.69
N: 663159.07 E: 1535701.00
N: 663160.01 E: 1535663.61
N: 663145.28 E: 1535678.58
N: 663217.39 E: 1535762.35
N: 663193.88 E: 1535733.34
N: 663191.03 E: 1535731.97
N: 663182.93 E: 1535740.33
N: 663163.81 E: 1535740.63
N: 663340.33 E: 1535796.06
N: 663167.23 E: 1535761.89
N: 663223.59 E: 1535756.54
N: 663240.24 E: 1535764.60
N: 663332.13 E: 1535804.46
N: 663154.64 E: 1535651.79
N: 663133.32 E: 1535673.62
X
X X
X
XXX
S
S
S
S
US Army Corps of Engineers
SHEET ID
W R
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FB
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20 400
LOCATION PLAN -
BID OPTION
A1 SCALE: 1" = 20' CS103A
PLAN NORTH
LO
C
AT
IO
N P
LA
N
BI
D O
PT
IO
N
GENERAL NOTES:
KEYMAP
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
CS102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
CS103 CS104
CS105 CS106 CS107
CS108
CS109
CS110
3'
3'
3'
7'
11'
3'
4'
3' 5'
5'
5'
11'
1'
CHANDLER DRIVE
3'
2'
1'
3'
3'
1' 18'
21'
1'
3'
21'
2'
21'
18'
1. ALL PROPOSED RADII ARE 3 FEET UNLESS OTHERWISE NOTED
2. TYPICAL SIDEWALK WIDTH IS 3'
3. BUILDING COORDINATES ARE AT THE CORNERS OF THE BUILDING
4. MANHOLE COORDINATES ARE AT THE CENTER OF THE MANHOLE
AM
D T-
FE
BR
U
AR
Y
D
EE
E
ERO
R
S
N
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SI
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IG
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ET R
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P
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CUx
CUx
CUx
CUx
CUx
C U x
CUx CUx CUx
SS
x
SS
SD
x
SD
x
SD
x
SD
x
SDx
CUx CUx
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
G x
G x
G x
G x
G x
G x
G x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x Wx
Wx Wx
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
W x
W x
W x
W x
E x Ex
Wx
Gx
G x
G x
C U x
GGGG
CI
D
G
MAG
MAG
C
MAG
E AC
E
E
AC
E
C G
CTV
C
C
TV
AC
C
AC
E E
X
X X
X X
X
X
X
X X
X X
X X X
X
X X X X X
X X
X X
X X
X
X X
X
X
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SSx
SSx SSx
837.6
SOIL-B1
PE
AR
SO
N
R O
AD
LA
H
M C
IR
C
LE
ESx ESx
ESx ES x
ES
x
ESx
ES
x
ES
x
S
S
TYPE A
TYPE C
TYPE A
X X
X
ES
x
ES
x
C U x C
U x
CUx
S
CU x
CUx
E
X
C U x C
U x
JOHNSON DRIVE
PE
AR
SO
N
R O
AD
8" CI8" CI
8" C
I
X
X
TYPE A
TYPE A
CO
W
W
W
523 733
X
X
X X
CO
CO
CO
POD
POD
515 513
TYPE C
CO
X
X
X
X
X
X
X
CO
CO
S
POD POD
N: 663098.97 E: 1534999.78
N: 663091.66 E: 1535000.28
N: 663099.00 E: 1535015.92
N: 663075.83 E: 1535020.55
N: 663077.62 E: 1535046.49
N: 663102.56 E: 1535044.76
N: 663120.35 E: 1535041.03
N: 663118.94 E: 1535020.08
N: 663143.30 E: 1535033.32
N: 662959.42 E: 1535185.20
N: 662940.87 E: 1535166.99
N: 662941.93 E: 1535203.07
N: 662923.36 E: 1535184.84
N: 662916.56 E: 1535225.42
N: 662901.53 E: 1535210.75
N: 662933.04 E: 1535151.50
N: 662938.95 E: 1535143.86
N: 662926.29 E: 1535155.56
N: 662912.92 E: 1535142.50
N: 663047.30 E: 1535037.42
N: 663027.66 E: 1535038.26
N: 663016.55 E: 1535023.89
N: 663052.51 E: 1535051.58
N: 663067.36 E: 1535057.27
N: 663012.98 E: 1535053.27
N: 662998.36 E: 1535042.47
N: 662993.05 E: 1535041.47
N: 663022.01 E: 1535069.80
N: 663026.25 E: 1535069.76
N: 662973.68 E: 1535119.16
N: 662999.14 E: 1535144.07
N: 662975.83 E: 1535121.25
N: 662954.58 E: 1535142.43
N: 662972.45 E: 1535159.92
N: 663001.75 E: 1535155.71
N: 662990.63 E: 1535141.33
N: 662998.71 E: 1535006.37
N: 662980.49 E: 1535024.99
X
X X
X
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US Army Corps of Engineers
SHEET ID
W R
IG
H
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PA
TT
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SO
N
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FB
, D A
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N , O
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20 400
LOCATION PLANA1 SCALE: 1" = 20' CS105
PLAN NORTH
LO
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N P
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N
GENERAL NOTES:
KEYMAP
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
MATCH LINE - SHEET C-108
M
AT
C H
L
IN
E
- S
H
EE
T C
-1
CS102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
CS103 CS104
CS105 CS106 CS107
CS108
CS109
CS110
3' 4'
12'
3'
4'
13'3'
5'
3'
5' 3' 33'
CHANDLER DRIVE
5' 2'
3' 5' 5'
' 18'
34'
6'
1'
1. ALL PROPOSED RADII ARE 3 FEET UNLESS OTHERWISE NOTED
2. TYPICAL SIDEWALK WIDTH IS 3'
3. BUILDING COORDINATES ARE AT THE CORNERS OF THE BUILDING
4. STORMWATER STRUCTURE COORDINATES ARE AT THE CENTER OF THE
STRUCTURE
4'
5' 3'
3' 5'
21'
' 1'
3'
1' 1'
9'
4'
21'
5'
3'
AM
D T-
FE
BR
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SD x
SD x
SD x
SD x
SDx SDx SDx SDx SDx SDx SDx SDx
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx SD x
SD
x
CUx CUx
CU x
CU x
CU x
CUx CUx
Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
E x
E x
E x Ex
Ex Ex
Ex
E x
E x
E x
E x
E x
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
Wx Wx
W x
Wx
Wx
Wx
Gx Gx
G x
G x
TV
E
CB
TV
TV
E
C
EE
E
EE
CB
D
C
C
TV
C G
G
AC
E
D
D
E AC
G G
E
AC
E
AC E
E
ACE
G
XXXXXXXXXX
X X
X X
X X
X
X X
X X
X
X X
X
XX
SS
x
SS
x
SS
x
X
C U x C
U x
C U x
X
CUx CUx
CUx
C U x
SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SSxSSx SSx
C U x
SS
x
SS
x
SS
x
SSx
SS
x
SS
x
SSx
PE
AR
SO
N
R O
AD
METZGER DRIVE
XXXXXXXXX
X
X X
X
X
836.3
SOIL-P5
834.2
SOIL-B25
834.7
SOIL-B23
834.9
833.9
SOIL-B21
833.2
SOIL-P4
ES
x
ES
x
ES
x
ES
x
ES
x
ESx
ESx
ES
x
ES
x
ES
x
ES
x
ES
x
ES
x
ES x
ES xES x
ES x
ES x
ES
x
ES
x
ESx ESx
S S S
S
S
CO
CO
TYPE F
TYPE A TYPE C
E
EX. SSMH
RIM 834.69
INV. 8" VCP N 826.89
INV. 6" PVC SE 826.99
EX. SDMH
RIM 834.56
INV. 15" VCP N 829.91
INV. 12" VCP E 830.31
INV. 12" VCP SW 830.41
EX. SDMH
RIM 834.62
INV. 18" VCP N 828.72
INV. 8" VCP E 829.27
INV. 15" VCP S 829.02
EX. SSMH
RIM 834.02
INV. 12" PVC N 824.97
INV. 4" VCP E 825.17
INV. 10" VCP SE 825.02
INV. 8" VCP S 825.12
EX. SSMH
RIM 833.68
INV. 10" PVC NW 825.03
INV. 6" VCP NE 825.08
INV. 8" VCP E 825.13
EX. SSMH
RIM 834.65
INV. 8" PVC W 825.25
INV. 8" PVC E 825.35
INV. 6" PVC SE 825.40
INV. 6" PVC S 825.40
EX. SSMH
RIM 835.42
INV. 8" PVC W 824.77
INV. 8" PVC N 824.82
INV. 8" PVC E 824.87
EX. SDCB #2
TOP 833.07
INV. 12" VCP N 831.07
INV. 8" CMP S BLOCKED
D
CI
EX. SDCB
RIM 834.07
INV. 10" VCP NE 831.57
INV. 8" VCP S BLOCKED
EX. SDCB
RIM 834.21
INV. 8" VCP N 830.01
X
6" CI
S
438440
TYPE C
SS
SS
SS
W
X X
X
COCO
POD POD
X
X
X X
X
XXX
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S
S
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US Army Corps of Engineers
SHEET ID
W R
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SO
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File Path:
Plot Date:
M A
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D
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C R
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*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS *** CERTIFIED FINAL SUBMITTAL
FI
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20 400A1 SCALE: 1" = 20' CU103
PLAN NORTH
CIVIL UTILITY PLAN
C
IV
IL
U
TI
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P
LA
N
GENERAL NOTES:
KEYNOTES
1. 6" X 4" TAPPING SLEEVE AND VALVE
2. CONTROL VALVE 5' FROM BUILDING - TO BE COMPLETED BY AMERICAN WATER
3. INSTALL MANHOLE AT BLIND CONNECTION
4. REPLACE 57 LF CAST/VCP WITH 6 INCH PVC - TO BE COMPLETED BY AMERICAN
WATER
REPLACE 5 LF CAST/VCP WITH 4 INCH PVC - TO BE COMPLETED BY CONTRACTOR
5. REPLACE 79 LF CAST/VCP WITH 6 INCH PVC - TO BE COMPLETED BY AMERICAN
WATER
REPLACE 5 LF CAST/VCP WITH 4 INCH PVC FROM POD TO BUILDING - TO BE
COMPLETED BY CONTRACTOR
6. RELOCATE FIRE HYDRANT AND INSTALL NEW LATERAL TO WATER MAIN.
7. NEW 4" WATERLINE
REMOVE EXISTING WATER SERVICE LINE
CONTRACTOR MAY REDUCE THIS LINE SIZE IF VALIDATED BY FINAL DOMESTIC
AND FIRE SPRINKLER HYDRAULIC CALCULATIONS.
8. CLEANOUT
KEYMAP
1. ALL MANHOLE LIDS AND CLEANOUTS SHALL BE ADJUSTED TO GRADE
2. SANITARY LATERALS SHALL SLOPE AT 1% MINIMUM
3. SEE SHEET C-503 FOR DETAILS OF UNDERGROUND DETENTION
4. SEE SHEET ES103 FOR ELECTRIC RELOCATION
5. ALL WATER AND SANITARY FROM THE MAIN TO THE DEMARCATION POINT (POD)
WILL BE COMPLETED BY AMERICAN WATER. THE POD IS AT THE CLEANOUT FOR
SANITARY SEWER AND AT THE SHUTOFF VALVE FOR THE WATER, BOTH OF
WHICH ARE TYPICALLY 5; FROM THE BUILDING. WORK FROM THE BUILDING TO
THE POD IS INCLUDED AS PART OF THE PLUMBING CONTRACT. CONTRACTOR TO
COORDINATE WORK WITH AMERICAN WATER
M
AT
C H
L
IN
E
- S
H
EE
T C
U
M
AT
C H
L
IN
E
- S
H
EE
T C
U
SSMH
RIM 836.86
INV. 6" PVC S 825.34
CU102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
CU103 CU104
CU105 CU106 CU107
CU108
CU109
CU110
CONTRACTOR WORK LIMITS
CHANDLER DRIVE
AM
D T-
FE
BR
U
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ERO
R
S
N
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S
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P
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A
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SD x
SD x
SD x
SD x
SDx SDx SDx SDx SDx SDx SDx SDx
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx SD x
SD
x
CUx CUx
CU x
CU x
CU x
CUx CUx
Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
E x
E x
E x Ex
Ex Ex
Ex
E x
E x
E x
E x
E x
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
Wx
Gx Gx
G x
G x
TV
E
CB
TV
TV
E
C
EE
E
EE
CB
D
C
C
TV
C G
G
D
D
G G
E
AC
AC E
E
ACE
G
XXXXXXXXXX
X X
X X
X X
X
X X
X
XX
SS
x
SS
x
SS
x
X
C U x
X
CUx CUx
CUx
C U x
SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SSxSSx SSx
C U x
SS
x
SS
x
SS
x
SSx
SS
x
SS
x
PE
AR
SO
N
R O
AD
METZGER DRIVE
XXXXXXXXX
X
X X
X
X
836.3
SOIL-P5
834.2
SOIL-B25
834.7
SOIL-B23
834.9
833.9
SOIL-B21
833.2
SOIL-P4
ES
x
ES
x
ES
x
ES
x
ES
x
ESx
ESx
ES
x
ES
x
ES
x
ES
x
ES
x
ES
x
ES x
ES
x
ES
x
ESx ESx
S S S
S
S
CO
TYPE F
TYPE A TYPE C
E
EX. SSMH
RIM 834.69
INV. 8" VCP N 826.89
INV. 6" PVC SE 826.99
EX. SDMH
RIM 834.56
INV. 15" VCP N 829.91
INV. 12" VCP E 830.31
INV. 12" VCP SW 830.41
EX. SDMH
RIM 834.62
INV. 18" VCP N 828.72
INV. 8" VCP E 829.27
INV. 15" VCP S 829.02
EX. SSMH
RIM 834.02
INV. 12" PVC N 824.97
INV. 4" VCP E 825.17
INV. 10" VCP SE 825.02
INV. 8" VCP S 825.12
EX. SSMH
RIM 833.68
INV. 10" PVC NW 825.03
INV. 6" VCP NE 825.08
INV. 8" VCP E 825.13
EX. SSMH
RIM 834.65
INV. 8" PVC W 825.25
INV. 8" PVC E 825.35
INV. 6" PVC SE 825.40
INV. 6" PVC S 825.40
EX. SSMH
RIM 835.42
INV. 8" PVC W 824.77
INV. 8" PVC N 824.82
INV. 8" PVC E 824.87
EX. SDCB #2
TOP 833.07
INV. 12" VCP N 831.07
INV. 8" CMP S BLOCKED
D
CI
EX. SDCB
RIM 834.07
INV. 10" VCP NE 831.57
INV. 8" VCP S BLOCKED
EX. SDCB
RIM 834.21
INV. 8" VCP N 830.01
TYPE F
TYPE A
W W
W
SS
SS
X X
X
X
X
X
X
W W
CO
CO
X
CO
CO
CO
X
CO
CO
CO
CO
POD
POD
POD
S
438440
TYPE C
SS
SS
SS
W
X X
X
COCO
POD POD
X
X
X X
X
XXX
CO
S
514 428
TYPE B
430440516
TYPE A
TYPE D
TYPE G
TYPE C TYPE D TYPE A
TYPE ATYPE CTYPE A
TYPE F
TYPE F
TYPE A
TYPE A
CO
CO
CO
CO
CO
CO
CO
CO
430438
428 420
COCO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
S
S
PODPODPODPOD
POD
POD
POD
POD
POD
POD POD
POD
POD
POD
POD
PODPOD
POD
POD
PODPODPOD
515 513
TYPE C
CO
CO
CO
S
POD POD
US Army Corps of Engineers
SHEET ID
W R
IG
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PA
TT
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SO
N
A
FB
, D A
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N , O
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F:\36\36931\3693107\04_CAD\CIVL\3693107_CU103A.dwg
3/1/2021 11:37:28 AM
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F A
M
IL
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File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS *** CERTIFIED FINAL SUBMITTAL
FI
LE
N
AM
E:
7_ C
U
3A .d w g
FI
LE
N U
M
BE
R
LO
U
IS
VI
LL
E, K
EN
TU
C
K Y
T.
B
AR
D
EN
R
20 400A1 SCALE: 1" = 20' CU103A
PLAN NORTH
CIVIL UTILITY PLAN - BID OPTION
C
IV
IL
U
TI
LI
TY
P
LA
N
BI
D O
PT
IO
N
GENERAL NOTES:
KEYNOTES
1. REPLACE 20 LF CAST WITH 6" PVC - TO BE COMPLETED BY AMERICAN WATER
REPLACE 27 LF CAST WITH 4" PVC FROM POD TO BUILDING - TO BE COMPLETED BY
CONTRACTOR
2. REPLACE 20 LF CAST WITH 6" PVC - TO BE COMPLETED BY AMERICAN WATER
REPLACE 27 LF CAST WITH 4" PVC FROM POD TO BUILDING - TO BE COMPLETED BY
CONTRACTOR
3. NEW 4" WATERLINE
JACK AND BORE UNDERNEATH PEARSON ROAD
REMOVE EXISTING WATER SERVICE LINE
CONTRACTOR MAY REDUCE THIS LINE SIZE IF VALIDATED BY FINAL DOMESTIC
AND FIRE SPRINKLER HYDRAULIC CALCULATIONS.
4. CLEANOUT
5. 6" X 4" TAPPING SLEEVE AND VALVE
6. CONTROL VALVE 5' FROM BUILDING - TO BE COMPLETED BY AMERICAN WATER
KEYMAP
1. ALL MANHOLE LIDS AND CLEANOUTS SHALL BE ADJUSTED TO GRADE
2. SANITARY LATERALS SHALL SLOPE AT 1% MINIMUM
3. SEE SHEET C-503 FOR DETAILS OF UNDERGROUND DETENTION
4. SEE SHEET ES103 FOR ELECTRIC RELOCATION
5. ALL WATER AND SANITARY FROM THE MAIN TO THE DEMARCATION POINT (POD)
WILL BE COMPLETED BY AMERICAN WATER. THE POD IS AT THE CLEANOUT FOR
SANITARY SEWER AND AT THE SHUTOFF VALVE FOR THE WATER, BOTH OF
WHICH ARE TYPICALLY 5; FROM THE BUILDING. WORK FROM THE BUILDING TO
THE POD IS INCLUDED AS PART OF THE PLUMBING CONTRACT. CONTRACTOR TO
COORDINATE WORK WITH AMERICAN WATER
M
AT
C H
L
IN
E
- S
H
EE
T C
U
M
AT
C H
L
IN
E
- S
H
EE
T C
U
JACK AND BORE
JACK AND BORE
CU102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
CU103 CU104
CU105 CU106 CU107
CU108
CU109
CU110
CONTRACTOR WORK LIMITS
CHANDLER DRIVE
AM
D T-
FE
BR
U
AR
Y
D
EE
E
ERO
R
S
N
F
E
O
SI
S
IG
NELA
ET R
ING
P
T S
A
TE
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FO
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H
E-66168
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CUx
CUx
CUx
CUx
CUx
C U x
CUx CUx CUx
SS
x
SS
SD
x
SD
x
SD
x
SD
x
SDx
CUx CUx
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
G x
G x
G x
G x
G x
G x
G x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x Wx
Wx Wx
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
W x
W x
W x
W x
E x Ex
Wx
Gx
G x
G x
C U x
GGGG
CI
D
G
MAG
FF
E
4.8
MAG
FF
E
4.
C
MAG
E
FF
E
6.
AC
E
E
AC
E
FF
E
4.
FF
E
8.
C
FF
E
8.
G
CTV
C
C
TV
AC
C
AC
E E
X
X X
X X
X
X
X
X X
X X
X X X
X
X X X X X
X X
X X
X X
X
X X
X
X
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SSx
SSx SSx
837.6
SOIL-B1
PE
AR
SO
N
R O
AD
LA
H
M C
IR
C
LE
ESx ESx
ESx ES x
ES
x
ESx
ES
x
ES
x
S
S
TYPE A
TYPE C
TYPE A
EX. SSMH
RIM 833.52
INV. 8" VCP S 823.82
INV. 6" VCP NW 823.92
INV. 6" VCP NE 823.87
X X
X
EX. SDCB
RIM 831.48
INV. 10" VCP N 828.78
ES
x
ES
x
C U x C
U x
CUx
S
CU x
CUx
E
X
C U x C
U x
JOHNSON DRIVE
PE
AR
SO
N
R O
AD
8" CI8" CI
8" C
I
X
X
TYPE A
TYPE A
CO
W
W
W
523 733
X
X
X X
CO
CO
CO
POD
POD
515 513
TYPE C
CO
X
X
X
X
X
X
X
CO
CO
S
POD POD
X
X X
X
XXX
S
S
S
S
US Army Corps of Engineers
SHEET ID
W R
IG
H
T-
PA
TT
ER
SO
N
A
FB
, D A
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F:\36\36931\3693107\04_CAD\CIVL\3693107_CU105.dwg
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File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS *** CERTIFIED FINAL SUBMITTAL
FI
LE
N
AM
E:
7_ C
U
5.
dw g
FI
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N U
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VI
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20 400A1 SCALE: 1" = 20' CU105
PLAN NORTH
CIVIL UTILITY PLAN
C
IV
IL
U
TI
LI
TY
P
LA
N
GENERAL NOTES:
KEYNOTES
1. REPLACE 16 LF OF CAST WITH 6 INCH PVC, REPLACE TO EXISTING PAVEMENT
VERIFY DEPTH OF CONNECTION POINT - TO BE COMPLETED BY AMERICAN WATER
REPLACE 15 LF OF CAST WITH 4" PVC FROM POD TO BUILDING - TO BE
COMPLETED BY CONTRACTOR
2. INSTALL CLEANOUT - TO BE COMPLETED BY AMERICAN WATER
SEE DETAIL E1/C-502
3. REPLACE 4 LF OF CAST WITH 4 INCH PVC - TO BE COMPLETED BY CONTRACTOR
APPROXIMATE DEPTH = 8'
4. NEW 4" WATERLINE
REMOVE EXISTING WATER SERVICE LINE
CONTRACTOR MAY REDUCE THIS LINE SIZE IF VALIDATED BY FINAL DOMESTIC AND
FIRE SPRINKLER HYDRAULIC CALCULATIONS.
5. ADJUST RIM TO GRADE
6. 8" X 4" TAPPING SLEEVE AND VALVE
7. CONTROL VALVE 5' FROM BUILDING
8. NEW 4" WATER LINE
CONTRACTOR MAY REDUCE THIS LINE SIZE IF VALIDATED BY FINAL DOMESTIC AND
FIRE SPRINKLER HYDRAULIC CALCULATIONS.
9. INSTALL MANHOLE AT BLIND CONNECTION
SEE DETAIL A1/C-502
10. REPLACE 10 LF OF CAST WITH 4 INCH PVC - TO BE COMPLETED BY CONTRACTOR
APPROXIMATE DEPTH = 8'
11. REPLACE 18 LF OF CAST WITH 4 INCH PVC - TO BE COMPLETED BY CONTRACTOR
APPROXIMATE DEPTH = 5'
M
AT
C H
L
IN
E
- S
H
EE
T C
U
MATCH LINE - SHEET CU108
KEYMAP
1. ALL MANHOLE LIDS AND CLEANOUTS SHALL BE ADJUSTED TO GRADE
2. SANITARY LATERALS SHALL SLOPE AT 1% MINIMUM
3. SEE ES105 FOR ELECTRICAL RELOCATION.
4. ALL WATER AND SANITARY FROM THE MAIN TO THE DEMARCATION POINT (POD)
WILL BE COMPLETED BY AMERICAN WATER. THE POD IS AT THE CLEANOUT FOR
SANITARY SEWER AND AT THE SHUTOFF VALVE FOR THE WATER, BOTH OF
WHICH ARE TYPICALLY 5; FROM THE BUILDING. WORK FROM THE BUILDING TO
THE POD IS INCLUDED AS PART OF THE PLUMBING CONTRACT. CONTRACTOR TO
COORDINATE WORK WITH AMERICAN WATER
M
AT
C H
L
IN
E
- S
H
EE
T C
U
CU102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
CU103 CU104
CU105 CU106 CU107
CU108
CU109
CU110
CONTRACTOR WORK LIMITS
CHANDLER DRIVE
6 6
SSMH
RIM 832.47
INV. 6" VCP NW 824.45
INV. 6" VCP SE 824.45
AM
D T-
FE
BR
U
AR
Y
D
EE
E
ERO
R
S
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524 METZGER PROFILE STA. -0+50 TO 0+50
SCALE: 1"=20' H
1"=2' V
-0+50 0+00
9.
9.
0+50
807 PEARSON PROFILE STA. -0+50 TO 0+50
SCALE: 1"=20' H
1"=2' V
-0+50 0+00
4.
4.
0+50
447 JOHSON PROFILE STA. -0+50 TO 0+75
SCALE: 1"=20' H
1"=2' V
-0+50 0+00
5.
5.
4.
4.
0+75
SSWR REROUTE SOUTH OF 706 PEARSON PROFILE STA. -0+50 TO 1+50
SCALE: 1"=20' H
1"=2' V
-0+50 0+00
9.
9.
8.
8.
8.
8.
8.
8.
1+00
8.
8.
8.
8.
8.
8.
1+50
SA
N
M H
TO
P:
9.
IN
V O
U T:
2.
S W
IN
V
O U
T:
2.
S
E
26 LF 6" @ 1.00%
5 LF 4" @ 1.00%
CLEANOUT
CLEANOUT
34 LF 6" @ 1.00%
5 LF 4" @ 1.00%
SA
N
M H
TO
P:
3.
IN
V
IN
:8
.3
N
W
IN
V O
U T:
1.
S E
6"
INV: 827.66
CLEANOUT
SA
N
M H
TO
P:
4.
IN
V
IN
:8
.1
SW
IN
V
O U
T:
7.
S
E
29 LF 6" @ 1.00%
INV: 831.75
6"
INV: 834.19
SA
N
M H
TO
P:
9.
IN
V.
O
U T:
.9
- W
IN
V.
IN
: 8
.0
- N E
IN
V.
IN
: 8
.0
- S
E
IN
V.
IN
: 8
.0
- S
64 LF 8" @ 1.22%
SA
N
M H
TO
P:
8.
IN
V
IN
:8
.1
E
IN
V
O U
T:
0.
N
W
64 LF 8" @ 1.22%
SA
N
M H
TO
P:
8.
IN
V
IN
:8
.3
SE
IN
V
O U
T:
9.
W
INV: 826.26
INV: 826.00
15" RCP
INV: 824.78
CONNECT TO BUILDING
(SEE PLUMBING DRAWINGS
FOR CONTINUATION)
CONNECT TO BUILDING
(SEE PLUMBING DRAWINGS
FOR CONTINUATION)
CONNECT TO BUILDING
(SEE PLUMBING DRAWINGS
FOR CONTINUATION)
STORM
COMM
COMM
STORM
COMM
25 LF 4" @ 1.00%
6" TO 4" REDUCER
6" TO 4" REDUCER
6" TO 4" REDUCER
SANITARY SERVICE
TO BE CONNECTED
TO EXISTING HOLE
IN STRUCTURE FROM
OLD SERVICE LINE
SANITARY SERVICE
TO BE CONNECTED
TO EXISTING HOLE
IN STRUCTURE FROM
OLD SERVICE LINE
SANITARY SERVICE
TO BE CONNECTED
TO EXISTING HOLE
IN STRUCTURE FROM
OLD SERVICE LINE
US Army Corps of Engineers
SHEET ID
W R
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SA
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20 400A1 SCALE: 1" = 20'
SANITARY SEWER PROFILES
AM
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W.
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3/01/2021 W
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816 PEARSON PROFILE STA. -0+50 TO 0+75
SCALE: 1"=20' H
1"=2' V
-0+50 0+00
4.
4.
0+75
818 PEARSON PROFILE STA. -0+50 TO 0+75
SCALE: 1"=20' H
1"=2' V
-0+50 0+00
4.
4.
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439 JOHNSON PROFILE STA. -0+50 TO 0+75
SCALE: 1"=20' H
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437 JOHSON PROFILE STA. -0+50 TO 0+75
SCALE: 1"=20' H
1"=2' V
-0+50 0+00
6.
6.
6.
6.
0+75
CLEANOUT
CLEANOUT
15"
INV: 829.50
6"
INV: 833.10
15"
INV: 829.14
6"
INV: 832.99
20 LF 6" @ 1.00%
CLEANOUT CLEANOUT
35 LF 6" @ 1.00%
SA
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FOR CONTINUATION)
CONNECT TO BUILDING
(SEE PLUMBING DRAWINGS
FOR CONTINUATION) CONNECT TO BUILDING
(SEE PLUMBING DRAWINGS
FOR CONTINUATION)
CONNECT TO BUILDING
(SEE PLUMBING DRAWINGS
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19 LF 6" @ 1.00%
STORM
STORM
STORM
STORM
COMM COMM
INV: 834.10
INV: 834.15
28 LF 4" @ 1.00%
27 LF 4" @ 1.00%
17 LF 4" @ 1.00%18 LF 4" @ 1.00%
6" TO 4" REDUCER6" TO 4" REDUCER
6" TO 4" REDUCER
6" TO 4" REDUCER
SANITARY SERVICE
TO BE CONNECTED
TO EXISTING HOLE
IN STRUCTURE FROM
OLD SERVICE LINE
SANITARY SERVICE
TO BE CONNECTED
TO EXISTING HOLE
IN STRUCTURE FROM
OLD SERVICE LINE
US Army Corps of Engineers
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F:\36\36931\3693107\04_CAD\CIVL\3693107_CU203.dwg
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SANITARY SEWER PROFILES - BID OPTION
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STDeGaro Snapshot
S
438440
TYPE C
SS
SS
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X X
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SD x
SD x
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SDx SDx SDx SDx SDx SDx SDx SDx
SD
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SD
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SD
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SD
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SD
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SD
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SDx SD x
SD
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CUx CUx
CU x
CU x
CU x
CUx CUx
Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
E x
E x
E x Ex
Ex Ex
Ex
E x
E x
E x
E x
E x
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
Wx Wx
W x
Wx
Wx
Wx
Gx Gx
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G x
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XXXXXXXXXX
X X
X X
X X
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X X
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X
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CUx
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XXXXXXXXX
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836.3
SOIL-P5
834.2
SOIL-B25
834.7
SOIL-B23
834.9
833.9
SOIL-B21
833.2
SOIL-P4
ES
x
ES
x
ES
x
ES
x
ES
x
ESx
ESx
ES
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ES xES x
ES x
ES x
ES
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x
ESx ESx
S S S
S
S
CO
CO
TYPE F
TYPE A TYPE C
E
EX. SDMH
RIM 834.56
INV. 15" VCP N 829.91
INV. 12" VCP E 830.31
INV. 12" VCP SW 830.41
EX. SDMH
RIM 834.62
INV. 18" VCP N 828.72
INV. 8" VCP E 829.27
INV. 15" VCP S 829.02
EX. SDCB #2
TOP 833.07
INV. 12" VCP N 831.07
INV. 8" CMP S BLOCKED
D
CI
EX. SDCB
RIM 834.07
INV. 10" VCP NE 831.57
INV. 8"…
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