W912QR21R0013_Plans_Vol1-0003.pdf
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- Family Housing Renovation at WPAFB, OH
- Solicitation number
- W912QR21R0013
About this file
This request for proposal solicits fixed-price construction and renovation services for 29 family housing units at Wright-Patterson Air Force Base in Ohio. The U.S. Army Corps of Engineers seeks to modernize and repair exteriors, building systems, and interior spaces. Work includes functional improvements like kitchen, bathroom and closet reconfigurations as well as additions for additional living space and replacement of one-car garages with two-car garages. The contract value is anticipated to be between $25-100 million. Proposals will be evaluated using a best value tradeoff process, considering past performance, technical approach and price. Discussions are not planned but may be held at the government's discretion. The solicitation is available electronically at SAM.gov and paper copies will not be issued. Offerors must register in SAM to be eligible for award. Questions should be directed to the named contracting specialist.
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US Army Corps of Engineers
SHEET ID
W R
I G
H T
P
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T E
R S
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A
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F:\36\36931\3693107\04_CAD\GENL\DWG\G-002.dwg
3/22/2021 9:09:57 AM
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*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
CERTIFIED FINAL SUBMITTAL
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G-002
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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439 427
430440
CO
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TYPE A
TYPE D
TYPE G
TYPE F
TYPE A TYPE C TYPE D TYPE A
TYPE ATYPE CTYPE DTYPE A
TYPE F
TYPE E
TYPE F
TYPE A
TYPE C
TYPE A
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 #1
TOP 835.11
INV. 6" VCP E 832.71
EX. SDCB
TOP 832.66
INV. 12" VCP
SW 829.91
EX. SDMH
RIM 829.08
INV. 15" VCP SW 824.93
INV. 12" VCP E 825.33
EX. SDCB #2
TOP 833.07
INV. 12" VCP N 831.07
EX. SDCB
TOP 834.39
INV. 8" VCP S 830.89
EX. SDCB
RIM 828.48
INV. 10" VCP E 825.08
INV. 12" VCP S 824.88
EX. SDCB
RIM 831.28
INV. 10" VCP SW 828.48
EX. SDCB
RIM 831.10
INV. 10" VCP SW 828.30
EX. SDMH
RIM 831.85
INV. 10" VCP W 828.35
INV. 12" VCP N 828.45
INV. 10" VCP E 827.85
INV. 18" VCP S 827.35
EX. SDMH
RIM 836.22
INV. 10" VCP N 833.32
EX. SDMH
RIM 836.24
INV. 10" VCP S 833.24
INV. 10" VCP N 833.14
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EX. SDCB
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INV. 10" VCP N 828.78
EX. SDCB
RIM 836.80
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INV. 8" CMP S BLOCKED
EX. SDCB
RIM 836.78
INV. 8" CMP N 834.28
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INV. 8" VCP S BLOCKED
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INV. 8" VCP N 830.01
EX. SDCB
RIM 828.75
INV. 12" CMP S 825.95 EX. SDCB
RIM 828.84
INV. 10" VCP N 825.54
INV. 10" VCP W 825.44
EX. SDCB
RIM 826.39
INV. 12" CMP S 824.49
EX. SDCB
RIM 831.36
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EX. SDCB
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INV. 12" PVC W 828.88
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F:\36\36931\3693107\04_CAD\CIVL\3693107_CD109.dwg
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M A
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*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS *** CERTIFIED FINAL SUBMITTAL
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20 400A1 SCALE: 1" = 20' CD109
GENERAL NOTES:
1. SURVEY IS BASED ON NSRS 2011 OHIO STATE PLANES, SOUTH
ZONE, US FOOT.
2. 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
PLAN NORTH
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CD103 CD104
CD105 CD106 CD107
CD108
CD109
CD110
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. ELECTRIC LINES TO BE RELOCATED
SEE ELECTRICAL PLANS FOR DETAILS
5. EXISTING UNDERGROUND COMMUNICATION WOODEN CONDUIT ABANDONED IN
PLACE.
6. SANITARY LATERAL AND CLEANOUTS TO BE REPLACED BY AMERICAN WATER, SEE
SHEET CU109A FOR MORE INFORMATION
7. REMOVE SCREENED PATIO
8. REMOVE EXISTING LATERAL PARALLEL TO MAIN AND SERVICE LINES - TO BE
COMPLETED BY AMERICAN WATER
9. CUT, CAP AND ABANDON WATERLINE AT MAIN - TO BE COMPLETED BY AMERICAN
WATER
10. REMOVE AC UNIT AND BASE
11. 113' OF SANITARY MAIN TO BE REMOVED AND RELOCATED. NEW MAIN SHALL BE IN
SERVICE PRIOR TO REMOVING PORTION OF EXISTING MAIN.
SEE SHEET CU109
12. STUMP REMOVAL
13. SAW-CUT EXISTING PAVEMENT
SEE DETAIL F7/C-501
14. CAP AND REMOVE WATER SERVICE BEHIND CURB TO BUILDING - TO BE COMPLETED
BY AMERICAN WATER
KEYNOTES
CIVIL DEMOLITION PLAN
AM
D T-
M
AR
C H
D
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F
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A
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FO
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H
E-66168
W.
STEPHEN
SCHULTZ
3/16/2021
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TYPE E CO
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W
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SD
SD
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POD
POD
POD
SDx
SDx SDx SDx SDx
SDx SDx
G x G x G x G x G x G x G x G x G x G x G x G x G x G x
Gx Gx Gx Gx Gx Gx Gx
Gx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx
Wx
Wx
E x
E x
E x
E x
E x
E x
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Wx Wx Wx Wx
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827.9
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SOIL-B8
831.9
SOIL-P1
PE
AR
SO
N
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AD
CHANDLER DRIVE
S
S
S
CO
TYPE E
X
X X
XX
X
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X X
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PE
AR
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TYPE D
TYPE E
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CO
CO
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TYPE F
TYPE A
CO
CO
CO
CO
CO
CO
CO
CO
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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
430438
428 420
COCO
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515 513
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514 428
515 447
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FFE
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METZGER DRIVE METZGER DRIVE
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X X
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PE
AR
SO
N
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AD
PE
AR
SO
N
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AD
PE
AR
SO
N
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AD
LAHM CIRCLE
CHANDLER DRIVE
METZGER DRIVE
LA
H
M C
IR
C
LE
LA
H M
C
IR
C
LE
439 427
430440
TYPE A
TYPE D
TYPE G
TYPE F
TYPE A TYPE C TYPE D TYPE A
TYPE ATYPE CTYPE DTYPE A
TYPE F
TYPE E
TYPE F
TYPE A
TYPE C
TYPE A
CICI
CICICI
CI
JOHNSON DRIVE
PE
AR
SO
N
R O
AD
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
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C O
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B
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C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
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N N
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F:\36\36931\3693107\04_CAD\CIVL\3693107_C-109.dwg
3/16/2021 9:07:26 AM
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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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TI
O N
*** 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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20 400A1 SCALE: 1" = 20' C-109
GENERAL NOTES:
1. ALL MANHOLE LIDS AND CLEANOUTS SHALL BE ADJUSTED TO GRADE
PLAN NORTH
CIVIL SITE PLAN
C
IV
IL
S
IT
E
PL
AN
KEYMAP
KEYNOTES
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
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. NEW CONCRETE PAD
SEE DETAIL A4/C-501
C-109
CONTRACTOR WORK LIMITS
CHANDLER DRIVE
AM
D T-
M
AR
C H
D
EE
E
ERO
R
S
N
F
E
O
SI
S
IG
NELA
ET R
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P
T S
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3/16/2021
W
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_P la ns _V ol 1-
N: 662496.39 E: 1534981.26
N: 662478.87 E: 1534999.10
N: 662460.32 E: 1534980.88
N: 662507.21 E: 1534966.66
N: 662492.23 E: 1534951.95
N: 662504.06 E: 1534943.95
N: 662373.98 E: 1534896.30
N: 662391.49 E: 1534878.46
N: 662405.89 E: 1534867.37
N: 662420.87 E: 1534882.08
N: 662429.87 E: 1534868.79
N: 662392.53 E: 1534914.51
N: 662482.70 E: 1534953.81
N: 662447.17 E: 1534990.00
N: 662452.38 E: 1535001.32
N: 662373.66 E: 1534915.18
N: 662410.05 E: 1534896.67
N: 662481.81 E: 1535001.65
N: 662372.54 E: 1534903.17
TYPE E CO
CO
X X
X
X
SDx
SDx SDx SDx SDx
SDx SDx
G x G x G x G x G x G x G x G x G x G x G x G x G x G x
Gx Gx Gx Gx Gx Gx Gx
Gx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx
Wx
Wx
E x
E x
E x
E x
E x
E x
E x
Ex Ex
Wx Wx Wx Wx
Gx Gx Gx
Wx
CI
D
E
D
DC
B
C
C
TV
FF
E
3.
FF
E
3.
G
C
D
FF
E
4.
FF
E
1.
E
FF
E
1.
FF
E
4.
G
E
C
EE
DCB
CI
D
E
G
D
CI
C I
D
E
D C B
GG
X X X X
X
X
X
SS x
SS x
SDx
SDx
SS
x
SS
x
SS
x
SS
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SSx
SSx
SSx
SS
x
SD
SS x
SS
x
SS
x
SS
x
SS
x
SS
x
827.9
SOIL-B9
831.0
SOIL-B8
831.9
SOIL-P1
PE
AR
SO
N
R O
AD
CHANDLER DRIVE
S
S
S
CO
TYPE E
X
X X
XX
X
X
X X
X
PE
AR
SO
N
R O
AD
W
W
SD
SD
SD
SD
W W W
W W W
SS
SS
S SS
S
SS
POD
POD
POD
POD
N: 662444.77 E: 1534853.40
N: 662424.97 E: 1534851.25
TYPE D
TYPE E
CO
CO
CO
CO
CO
PODPOD
TYPE F
TYPE A
CO
CO
CO
CO
CO
CO
CO
CO
CO
POD
POD
POD
FF
E
8.
FF
E
9.
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2.
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2.
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4.
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6.
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4.
E
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6.
E
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4.
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8.
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8.
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G G
FF
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4.
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4.
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8.
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FF
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9.
G G G E G G
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2.
FF
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6.
FF
E
9.
0.
80E
8.
8.
E E
FF
E
1.
FF
E
0.
FF
E
2.
FF
E
8.
E
G
FF
E
2.
FF
E
4.
FF
E
4.
E
FF
E
9.
FF
E
2.
G
E
E
FF
E
6.
20FF
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4.
FF
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4.
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6.
69 FF
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6.
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6.
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8.
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4.
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6.
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4.
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19 G G
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9.
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1.
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6.
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6.
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9.
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1.
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9.
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2.
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3.
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2.
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9.
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3.
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3.
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6.
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3.
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6.
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3.
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9.
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X
JOHNSON DRIVE
PE
AR
SO
N
R O
AD
PE
AR
SO
N R
O
AD
514 428
515 447
FF
E
0.
FFE
FFE
FFE
FFE
FFE
FFE
FFE
FFE
FFE
METZGER DRIVE METZGER DRIVE
JOHNSON DRIVE
X X
X
XXX
PE
AR
SO
N
R O
AD
PE
AR
SO
N
R O
AD
PE
AR
SO
N
R O
AD
LAHM CIRCLE
CHANDLER DRIVE
METZGER DRIVE
LA
H
M C
IR
C
LE
LA
H M
C
IR
C
LE
ESx
439 427
430440
TYPE A
TYPE D
TYPE G
TYPE F
TYPE A TYPE C TYPE D TYPE A
TYPE ATYPE CTYPE DTYPE A
TYPE F
TYPE E
TYPE F
TYPE A
TYPE C
TYPE A
JOHNSON DRIVE
PE
AR
SO
N
R O
AD
CO524
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
430438
428 420
COCO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
PODPODPODPOD
POD
POD
POD
POD
POD
POD POD
POD
POD
POD
POD
PODPOD
POD
POD
PODPODPOD
515 513
TYPE C
POD POD
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
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
A R
TI
N
L U
TH
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K
IN
G P
L D
R
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N B
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D
ES
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N
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B
Y:
SU
BM
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D B
Y:
SI
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C H
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D B
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AN
SI
D
S.
S
C H
U
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S.
D
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J.
M
U
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EN
FE
BR
U
AR
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SU
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D
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E:
C O
N
TR
AC
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N O
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F:\36\36931\3693107\04_CAD\CIVL\3693107_CS109.dwg
3/16/2021 9:07:34 AM
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Plot Date:
M A
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D
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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
S1
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20 400
LOCATION PLANA1 SCALE: 1" = 20' CS109
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
S1
CS102
METZGER DRIVE
JOHNSON DRIVE
LA
H
M C
IR
C
LE
PE
AR
SO
N
R O
AD
CHANDLER DRIVE
CS103 CS104
CS105 CS106 CS107
CS108
CS109
CS110
18'
14'
16'
3' 7'
3'
3'
9'
3' 7'
11'
3'
1'
18'
3'
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
AM
D T-
M
AR
C H
D
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E
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R
S
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3/16/2021
W
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TYPE E CO
CO
X X
X
X
W
W
W W W
W W W
SS
SS
S SS
S
SS
POD
POD
POD
POD
SDx
SDx SDx SDx SDx
SDx SDx
G x G x G x G x G x G x G x G x G x G x G x G x G x G x
Gx Gx Gx Gx Gx Gx Gx
Gx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx
Wx
Wx
E x
E x
E x
E x
E x
E x
E x
Ex Ex
Wx Wx Wx Wx
Gx Gx Gx
Wx
CI
D
E
D
DC
B
C
C
TV
FF
E
3.
FF
E
3.
G
C
D
FF
E
4.
FF
E
1.
E
FF
E
1.
FF
E
4.
G
E
C
EE
DCB
CI
D
E
G
D
CI
C I
D
E
D C B
GG
X X X X
X
X
X
SS x
SS x
SDx
SDx
SS
x
SS
x
SS
x
SS
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SSx
SSx
SSx
SS
x
SD
SS x
SS
x
SS
x
SS
x
SS
x
SS
x
PE
AR
SO
N
R O
AD
CHANDLER DRIVE
S
S
S
CO
TYPE E
EX. SDMH
RIM 829.08
INV. 15" VCP SW 824.93
INV. 12" VCP E 825.33
EX. SSMH
RIM 830.89
INV. 8" VCP N 823.79
INV. 6" PVC NE 823.74
INV. 8" VCP S 823.69
EX. SSMH
RIM 829.92
INV. 8" PVC SW 821.42
INV. 6" PVC NE 821.72
INV. 8" PVC E 821.47
INV. 6" PVC SE 821.47
EX. SSMH
RIM 829.09
INV. 8" VCP W 820.94
INV. 8" PVC NE 821.09
INV. 6" VCP SE 821.09
INV. 6" VCP S 821.04 (STUB)
X
X X
XX
X
X
X X
X
EX. SDCB
RIM 831.28
INV. 10" VCP SW 828.48
EX. SDCB
RIM 831.10
INV. 10" VCP SW 828.30
EX. SDMH
RIM 831.85
INV. 10" VCP W 828.35
INV. 12" VCP N 828.45
INV. 10" VCP E 827.85
INV. 18" VCP S 827.35
EX. SDCB
RIM 831.36
INV. 12" PVC E
829.21
EX. SDCB
RIM 831.48
INV. 12" PVC W 828.88
INV. 10" VCP S 828.78PE
AR
SO
N R
O
AD
TYPE D
TYPE E CO
CO
PODPOD
TYPE F
TYPE A
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F:\36\36931\3693107\04_CAD\CIVL\3693107_CU109.dwg
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*** SUPPORT VALUE ENGINEERING - IT PAYS *** CERTIFIED FINAL SUBMITTAL
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20 400A1 SCALE: 1" = 20' CU109
GENERAL NOTES:
1. ALL MANHOLE LIDS AND CLEANOUTS SHALL BE ADJUSTED TO GRADE
2. SANITARY LATERALS SHALL SLOPE AT 1% MINIMUM
3. SEE ELECTRICAL PLANS 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
PLAN NORTH
CIVIL UTILITY PLAN
C
IV
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P
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KEYMAP
KEYNOTES
1. INSTALL NEW CLEANOUT AT CONNECTION
SEE DETAIL E1/C-502
2. NEW 4" WATERLINE
REMOVE EXISTING WATER SERVICE LINE
JACK AND BORE UNDER PEARSON ROAD
CONTRACTOR MAY REDUCE THIS LINE SIZE IF VALIDATED BY FINAL
DOMESTIC AND FIRE SPRINKLER HYDRAULIC CALCULATIONS.
3. CONTROL VALVE 5' FROM BUILDING
4. REPLACE 18 LF CAST WITH 6" PVC - TO BE COMPLETED BY AMERICAN WATER
REPLACE 5 LF CAST WITH 4" PVC FROM POD TO BUILDING - TO BE COMPLETED
BY CONTRACTOR
APPROXIMATE DEPTH = 8'
5. REPLACE 18 LF CAST WITH 6" PVC - TO BE COMPLETED BY AMERICAN WATER
REPLACE 5 LF CAST WITH 4" PVC FROM POD TO BUILDING - TO BE COMPLETED
BY CONTRACTOR
APPROXIMATE DEPTH = 8'
6. 8" X 4" TAPPING SLEEVE AND VALVE
JACK AND BORE
JACK AND BORE
M
AT
C H
L
IN
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- S
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CU102
METZGER DRIVE
JOHNSON DRIVE
LA
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C
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PE
AR
SO
N
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AD
CHANDLER DRIVE
CU103 CU104
CU105 CU106 CU107
CU108
CU109
CU110
SSMH
RIM 828.49
INV. 8" PVC NW 820.16
INV. 8" PVC E 820.16
SSMH
RIM 828.91
INV. 8" PVC SE 819.38
EX INV. 8" VCP W 819.38
64' ~ 8" PVC @ 1.22%
64' ~ 8" PVC @ 1.22%
INV. 8" PVC W 820.94
CONTRACTOR WORK LIMITS
AM
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W
W
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Gx Gx Gx Gx Gx Gx Gx
Gx
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827.9
SOIL-B9
831.0
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831.9
SOIL-P1
PE
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CHANDLER DRIVE
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TYPE E
EX. SDMH
RIM 829.08
INV. 15" VCP SW 824.93
INV. 12" VCP E 825.33
X
X X
XX
X
X
X X
X
EX. SDCB
RIM 831.28
INV. 10" VCP SW 828.48
EX. SDCB
RIM 831.10
INV. 10" VCP SW 828.30
EX. SDMH
RIM 831.85
INV. 10" VCP W 828.35
INV. 12" VCP N 828.45
INV. 10" VCP E 827.85
INV. 18" VCP S 827.35
EX. SDCB
RIM 831.36
INV. 12" PVC E
829.21
EX. SDCB
RIM 831.48
INV. 12" PVC W 828.88
INV. 10" VCP S 828.78PE
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TYPE E CO
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FF=833.12
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830.37
830.55
830.44
830.90
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831.00
830.73
831.00
829.15
829.58
829.37
829.95
830.23
830.06 829.19
829.09
830.32
831.02
828.97
830.08
DS DS
DSDS
DS
DS
DS
DS
DS DS
DS
DS
DSDS
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DS
DS
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DS
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DS DS
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X 828.58
X 828.59
S
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US Army Corps of Engineers
SHEET ID
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F:\36\36931\3693107\04_CAD\CIVL\3693107_CG109.dwg
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20 400
GRADING AND EROSION CONTROL PLANA1 SCALE: 1" = 20' CG109
PLAN NORTH
G R
AD
IN
G A
N D
E R
O
SI
O N
C O
N
TR
O L
PL
AN
GENERAL NOTES:
KEYMAP
1. YARDS SHALL BE SEEDED IN DISTURBED AREAS. SEE LANDSCAPE NOTE ON
SHEETS L-101 THRU L-111.
2. SEE LANDSCAPING PLANS FOR PLANTINGS AND TREE LOCATIONS.
3. FINAL GRADING SHALL DIRECT DRAINAGE AWAY FROM ALL BUILDING EDGES
USING A MIN SLOPE OF 2% TO THE FULLEST EXTENT POSSIBLE.
4. TYPICAL 6" PVC DEPTH AT DOWNSPOUT CONNECTION TO BE MINIMUM 15"
BELOW GRADE. PROVIDE MINIMUM 0.5% SLOPE TO DRAIN TILE.
5. SILT FENCE SHALL BE INSTALLED IN FRONTS AND BACKS OF UNITS AND ALONG
CONSTRUCTION LIMITS IN WORK DISTURBANCE AREAS. SEE SWPPP FOR
DETAILS.
6. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE
GOVERNMENTS MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH OTHER
CONTRACT PROVISIONS. UNLESS INDICATED OTHERWISE ON THE PLANS OR
SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED MANUFACTURERS ARE THE
BASIS OF DESIGN. FOR THE BASIS OF DESIGN PRODUCTS, OTHER
MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD OF
QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET
OR EXCEED THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE BASIS
OF DESIGN.
M
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CG102
METZGER DRIVE
JOHNSON DRIVE
LA
H
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C
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PE
AR
SO
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AD
CHANDLER DRIVE
CG103 CG104
CG105 CG106 CG107
CG108
CG109
CG110
KEYNOTES
1. MEET EXISTING
2. INLET PROTECTION
3. ADD DOWNSPOUT SPLASH BLOCK
SEE DETAIL B9/C-502
CONTRACTOR WORK LIMITS
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| Sheets and Views |
| G-002 |
| CD109 CIVIL DEMOLITION PLAN |
| C-109 CIVIL SITE PLAN |
| CS109 LOCATION PLAN |
| CU109 CIVIL UTILITY PLAN |
| CG109 GRADING AND EROSION CONTROL PLAN |
File details come from the government source that posted it. Updated .