W912QR23B0014_Plans-0001.pdf
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- Attached to
- Fort Knox Toilet/Shower Facility
- Solicitation number
- W912QR23B0014
About this file
This document provides details for a federal contract opportunity for construction services. The solicitation from the Department of the Army Corps of Engineers Engineering District Louisville is for a Toilet/Shower Facility at Fort Knox, Kentucky with an estimated construction cost range of $5,000,000 to $10,000,000. The NAICS code is 236220 and bids must be received by the specified due date. This opportunity is 100% set aside for small businesses.
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CU102
CU103
CU104
CU105
CU106
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NORTH
PLAN
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GENERAL NOTE 5.
THE DPW NATURAL GAS SHOP. SEE CONTACT INFO IN
10. ALL NATURAL GAS WORK WILL BE COORDINATED WITH
UTILITIES UNDER EXISTING ROADWAY AND DRIVES
9. CONTRACTOR TO BORE AND JACK WATER AND SANITARY
SHEETS
FOR ELECTRICAL UTILITY PLANS, SEE SHEETS ES SERIES 8.
INSTALLATION.
ANY CONFLICTS OR DISCREPANCIES PRIOR TO
UTILTIES. NOTIFY CONTRACTING OFFICER IF THERE ARE
ALL UTILITIES AND FIELD VERIFYING ALL EXISITNG
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
DCLIFFORD@HCWD.COM
6. WATER/WASTEWATER POC: DANIEL CLIFFORD;
(502) 624-5954
JACK.T.HARGIS.CIV@ARMY.MIL, FTK NATURAL GAS SHOP
5. GAS POC: JACK HARGIS;
AND HARDIN COUNTY WATER DISTRICT FOR WATER LINE.
COORDINATE WITH DPW AT FORT KNOX FOR GAS LINE
BUILDING TO BE COORDINATED WITH UTILTY COMPANY.
WILSON ROAD. CONNECTIONS INTO GARVIN RANGE
4. PROPOSED GAS LINE AND WATER LINE ON EAST SIDE OF
CLEARANCE FROM ANY EXISTING OR PROPOSED UTILITY.
WILSON ROAD. SANITARY LINE MUST MAINTAIN 10'
SANITARY SEWER LINE PROPOSED ON WEST SIDE OF 3.
UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR MUST NOT DISTURB ANY UTILITIES
CONSTRUCTION. CALL BEFORE YOU DIG.
1. ALL UTILITIES SHALL BE MARKED OR LOCATED PRIOR TO
GENERAL SHEET NOTES
SHEET KEYNOTES
ON SHEET CU501
6. TIE INTO EXISITNG SANITARY MANHOLE- SEE DETAIL A14
5. PROPOSED 6" PVC SANITARY SEWER FORCE MAIN
4. PROPOSED 2" PVC GAS LINE
3. PROPOSED 8" PVC WATER LINE
2. PROPOSED SANITARY LIFT STATION
1. PROPOSED 8" PVC GRAVITY SANITARY SEWER
LEGEND
FORCE MAIN
SANITARY SEWER-
WATER VALVE
CU501
SEE DETAIL A1 ON SHEET
SANITARY SEWER MANHOLE
WATER PIPE
W S
COMMUNICATION LINE
OVERHEAD
ELECTRIC LINE -
UNDERGRND
ELECTRIC LINE -
CONTRACTOR WORK LIMITS
CO
CU501
DETAIL H8 ON SHEET
SEWER CLEANOUT- SEE
PROPOSED SANITARY
SEE DETAIL K5 ON SHEET CS501
GRAVEL REPLACEMENT,
GRAVITY
SANITARY SEWER-
MATCH TO EXISTING PAVEMENT
ASPHALT REPLACEMENT,
L
CU502
DETAIL A1 ON SHEET
LIFT STATION- SEE
SANITARY SEWER
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SEE SHEET P102 FOR FURTHER DETAIL AND LOCATION
SHOWER TRAILERS (BID OPTION 1)
PROPOSED WALL WATER CONNECTION FOR
SEE DETAIL A1 ON SHEET CU501
TRAILER WASTE (BID OPTION 1)
CONNECTION FOR SHOWER
PROPOSED MANHOLE
N 2225360.81
E 1581277.03
N 2225375.26
E 1581373.80
SEE SHEET P-102 FOR METER LOCATION.
WATER METER LOCATED IN MECHANICAL ROOM.
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FFE= 767.0'
EXISTING GRAVEL ACCESS
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NEW SIDEWALK
NEW GRAVEL PAD
(BID OPTION 1)
NEW LIFT STATION
ACCESS DRIVE
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GENERAL NOTE 5.
THE DPW NATURAL GAS SHOP. SEE CONTACT INFO IN
10. ALL NATURAL GAS WORK WILL BE COORDINATED WITH
UTILITIES UNDER EXISTING ROADWAY AND DRIVES
9. CONTRACTOR TO BORE AND JACK WATER AND SANITARY
SHEETS
FOR ELECTRICAL UTILITY PLANS, SEE SHEETS ES SERIES 8.
INSTALLATION.
ANY CONFLICTS OR DISCREPANCIES PRIOR TO
UTILTIES. NOTIFY CONTRACTING OFFICER IF THERE ARE
ALL UTILITIES AND FIELD VERIFYING ALL EXISITNG
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
DCLIFFORD@HCWD.COM
6. WATER/WASTEWATER POC: DANIEL CLIFFORD;
(502) 624-5954
JACK.T.HARGIS.CIV@ARMY.MIL, FTK NATURAL GAS SHOP
5. GAS POC: JACK HARGIS;
AND HARDIN COUNTY WATER DISTRICT FOR WATER LINE.
COORDINATE WITH DPW AT FORT KNOX FOR GAS LINE
BUILDING TO BE COORDINATED WITH UTILTY COMPANY.
WILSON ROAD. CONNECTIONS INTO GARVIN RANGE
4. PROPOSED GAS LINE AND WATER LINE ON EAST SIDE OF
CLEARANCE FROM ANY EXISTING OR PROPOSED UTILITY.
WILSON ROAD. SANITARY LINE MUST MAINTAIN 10'
SANITARY SEWER LINE PROPOSED ON WEST SIDE OF 3.
UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR MUST NOT DISTURB ANY UTILITIES
CONSTRUCTION. CALL BEFORE YOU DIG.
1. ALL UTILITIES SHALL BE MARKED OR LOCATED PRIOR TO
GENERAL SHEET NOTES
SHEET KEYNOTES
ON SHEET CU501
6. TIE INTO EXISITNG SANITARY MANHOLE- SEE DETAIL A14
5. PROPOSED 6" PVC SANITARY SEWER FORCE MAIN
4. PROPOSED 2" PVC GAS LINE
3. PROPOSED 8" PVC WATER LINE
SANITARY SEWER-
WATER VALVE
CU501
SEE DETAIL A1 ON SHEET
SANITARY SEWER MANHOLE
WATER PIPE
W S
COMMUNICATION LINE
OVERHEAD
ELECTRIC LINE -
UNDERGRND
ELECTRIC LINE -
CONTRACTOR WORK LIMITS
CO
CU501
DETAIL H8 ON SHEET
SEWER CLEANOUT- SEE
PROPOSED SANITARY
SEE DETAIL K5 ON SHEET CS501
GRAVEL REPLACEMENT,
GRAVITY
SANITARY SEWER-
MATCH TO EXISTING PAVEMENT
ASPHALT REPLACEMENT,
L
CU502
DETAIL A1 ON SHEET
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NORTH
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
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SEE DETAIL A1 ON SHEET CU504
UNDER EXISTING DRIVES OR ROADWAYS.
ENCASE WATER AND SANITARY UTILITIES IN STEEL
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GENERAL NOTE 5.
THE DPW NATURAL GAS SHOP. SEE CONTACT INFO IN
10. ALL NATURAL GAS WORK WILL BE COORDINATED WITH
UTILITIES UNDER EXISTING ROADWAY AND DRIVES
9. CONTRACTOR TO BORE AND JACK WATER AND SANITARY
SHEETS
FOR ELECTRICAL UTILITY PLANS, SEE SHEETS ES SERIES 8.
INSTALLATION.
ANY CONFLICTS OR DISCREPANCIES PRIOR TO
UTILTIES. NOTIFY CONTRACTING OFFICER IF THERE ARE
ALL UTILITIES AND FIELD VERIFYING ALL EXISITNG
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
DCLIFFORD@HCWD.COM
6. WATER/WASTEWATER POC: DANIEL CLIFFORD;
(502) 624-5954
JACK.T.HARGIS.CIV@ARMY.MIL, FTK NATURAL GAS SHOP
5. GAS POC: JACK HARGIS;
AND HARDIN COUNTY WATER DISTRICT FOR WATER LINE.
COORDINATE WITH DPW AT FORT KNOX FOR GAS LINE
BUILDING TO BE COORDINATED WITH UTILTY COMPANY.
WILSON ROAD. CONNECTIONS INTO GARVIN RANGE
4. PROPOSED GAS LINE AND WATER LINE ON EAST SIDE OF
CLEARANCE FROM ANY EXISTING OR PROPOSED UTILITY.
WILSON ROAD. SANITARY LINE MUST MAINTAIN 10'
SANITARY SEWER LINE PROPOSED ON WEST SIDE OF 3.
UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR MUST NOT DISTURB ANY UTILITIES
CONSTRUCTION. CALL BEFORE YOU DIG.
1. ALL UTILITIES SHALL BE MARKED OR LOCATED PRIOR TO
GENERAL SHEET NOTES
SHEET KEYNOTES
ON SHEET CU501
6. TIE INTO EXISITNG SANITARY MANHOLE- SEE DETAIL A14
5. PROPOSED 6" PVC SANITARY SEWER FORCE MAIN
4. PROPOSED 2" PVC GAS LINE
3. PROPOSED 8" PVC WATER LINE
SANITARY SEWER-
WATER VALVE
CU501
SEE DETAIL A1 ON SHEET
SANITARY SEWER MANHOLE
WATER PIPE
W S
COMMUNICATION LINE
OVERHEAD
ELECTRIC LINE -
UNDERGRND
ELECTRIC LINE -
CONTRACTOR WORK LIMITS
CO
CU501
DETAIL H8 ON SHEET
SEWER CLEANOUT- SEE
PROPOSED SANITARY
SEE DETAIL K5 ON SHEET CS501
GRAVEL REPLACEMENT,
GRAVITY
SANITARY SEWER-
MATCH TO EXISTING PAVEMENT
ASPHALT REPLACEMENT,
L
CU502
DETAIL A1 ON SHEET
L Y
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D M
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C H
A N
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D P
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UTILITY PLAN
1"=20'SCALE: 20' 40'0
NORTH
PLAN
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
B0
4_
Pl an s-
N 2225144.05
E 1582089.83
M A
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S e p a ra te T o il e t
S h o w e r
B u il d in g s F t K n o x
\4
C U
S H
T .d g n
GENERAL NOTE 5.
THE DPW NATURAL GAS SHOP. SEE CONTACT INFO IN
10. ALL NATURAL GAS WORK WILL BE COORDINATED WITH
UTILITIES UNDER EXISTING ROADWAY AND DRIVES
9. CONTRACTOR TO BORE AND JACK WATER AND SANITARY
SHEETS
FOR ELECTRICAL UTILITY PLANS, SEE SHEETS ES SERIES 8.
INSTALLATION.
ANY CONFLICTS OR DISCREPANCIES PRIOR TO
UTILTIES. NOTIFY CONTRACTING OFFICER IF THERE ARE
ALL UTILITIES AND FIELD VERIFYING ALL EXISITNG
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
DCLIFFORD@HCWD.COM
6. WATER/WASTEWATER POC: DANIEL CLIFFORD;
(502) 624-5954
JACK.T.HARGIS.CIV@ARMY.MIL, FTK NATURAL GAS SHOP
5. GAS POC: JACK HARGIS;
AND HARDIN COUNTY WATER DISTRICT FOR WATER LINE.
COORDINATE WITH DPW AT FORT KNOX FOR GAS LINE
BUILDING TO BE COORDINATED WITH UTILTY COMPANY.
WILSON ROAD. CONNECTIONS INTO GARVIN RANGE
4. PROPOSED GAS LINE AND WATER LINE ON EAST SIDE OF
CLEARANCE FROM ANY EXISTING OR PROPOSED UTILITY.
WILSON ROAD. SANITARY LINE MUST MAINTAIN 10'
SANITARY SEWER LINE PROPOSED ON WEST SIDE OF 3.
UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR MUST NOT DISTURB ANY UTILITIES
CONSTRUCTION. CALL BEFORE YOU DIG.
1. ALL UTILITIES SHALL BE MARKED OR LOCATED PRIOR TO
GENERAL SHEET NOTES
SHEET KEYNOTES
ON SHEET CU501
6. TIE INTO EXISITNG SANITARY MANHOLE- SEE DETAIL A14
5. PROPOSED 6" PVC SANITARY SEWER FORCE MAIN
4. PROPOSED 2" PVC GAS LINE
3. PROPOSED 8" PVC WATER LINE
SANITARY SEWER-
WATER VALVE
CU501
SEE DETAIL A1 ON SHEET
SANITARY SEWER MANHOLE
WATER PIPE
W S
COMMUNICATION LINE
OVERHEAD
ELECTRIC LINE -
UNDERGRND
ELECTRIC LINE -
CONTRACTOR WORK LIMITS
CO
CU501
DETAIL H8 ON SHEET
SEWER CLEANOUT- SEE
PROPOSED SANITARY
SEE DETAIL K5 ON SHEET CS501
GRAVEL REPLACEMENT,
GRAVITY
SANITARY SEWER-
MATCH TO EXISTING PAVEMENT
ASPHALT REPLACEMENT,
L
CU502
DETAIL A1 ON SHEET
L Y
E N
D M
E N
T
C H
A N
G E
D P
IP
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S
CU104
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A1
UTILITY PLAN
1"=20'SCALE: 20' 40'0
NORTH
PLAN
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
B0
4_
Pl an s-
C P
E 1582630.20
N 2225272.87
E 1582720.99
N 2225181.53
E 1582765.32
N 2224976.61
E 1582743.97
N 2224688.50
- SEE SHEET CU105
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US Army Corps
U .S
A
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GENERAL NOTE 5.
THE DPW NATURAL GAS SHOP. SEE CONTACT INFO IN
10. ALL NATURAL GAS WORK WILL BE COORDINATED WITH
UTILITIES UNDER EXISTING ROADWAY AND DRIVES
9. CONTRACTOR TO BORE AND JACK WATER AND SANITARY
SHEETS
FOR ELECTRICAL UTILITY PLANS, SEE SHEETS ES SERIES 8.
INSTALLATION.
ANY CONFLICTS OR DISCREPANCIES PRIOR TO
UTILTIES. NOTIFY CONTRACTING OFFICER IF THERE ARE
ALL UTILITIES AND FIELD VERIFYING ALL EXISITNG
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
DCLIFFORD@HCWD.COM
6. WATER/WASTEWATER POC: DANIEL CLIFFORD;
(502) 624-5954
JACK.T.HARGIS.CIV@ARMY.MIL, FTK NATURAL GAS SHOP
5. GAS POC: JACK HARGIS;
AND HARDIN COUNTY WATER DISTRICT FOR WATER LINE.
COORDINATE WITH DPW AT FORT KNOX FOR GAS LINE
BUILDING TO BE COORDINATED WITH UTILTY COMPANY.
WILSON ROAD. CONNECTIONS INTO GARVIN RANGE
4. PROPOSED GAS LINE AND WATER LINE ON EAST SIDE OF
CLEARANCE FROM ANY EXISTING OR PROPOSED UTILITY.
WILSON ROAD. SANITARY LINE MUST MAINTAIN 10'
SANITARY SEWER LINE PROPOSED ON WEST SIDE OF 3.
UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR MUST NOT DISTURB ANY UTILITIES
CONSTRUCTION. CALL BEFORE YOU DIG.
1. ALL UTILITIES SHALL BE MARKED OR LOCATED PRIOR TO
GENERAL SHEET NOTES
SHEET KEYNOTES
ON SHEET CU501
6. TIE INTO EXISITNG SANITARY MANHOLE- SEE DETAIL A14
5. PROPOSED 6" PVC SANITARY SEWER FORCE MAIN
4. PROPOSED 2" PVC GAS LINE
3. PROPOSED 8" PVC WATER LINE
SANITARY SEWER-
WATER VALVE
CU501
SEE DETAIL A1 ON SHEET
SANITARY SEWER MANHOLE
WATER PIPE
W S
COMMUNICATION LINE
OVERHEAD
ELECTRIC LINE -
UNDERGRND
ELECTRIC LINE -
CONTRACTOR WORK LIMITS
CO
CU501
DETAIL H8 ON SHEET
SEWER CLEANOUT- SEE
PROPOSED SANITARY
SEE DETAIL K5 ON SHEET CS501
GRAVEL REPLACEMENT,
GRAVITY
SANITARY SEWER-
MATCH TO EXISTING PAVEMENT
ASPHALT REPLACEMENT,
L
CU502
DETAIL A1 ON SHEET
LIFT STATION- SEE
SANITARY SEWER
SEE DETAIL A1 ON SHEET CU504
UNDER EXISTING DRIVES OR ROADWAYS.
ENCASE SANITARY UTILITY IN STEEL
SEE DETAIL A1 ON SHEET CU504
UNDER EXISTING DRIVES OR ROADWAYS.
ENCASE WATER UTILITY IN STEEL
L Y
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A1
UTILITY PLAN
1"=50'SCALE: 50' 100'0
NORTH
PLAN
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
B0
4_
Pl an s-
E 1582730.56
N 2223666.49
E 1582669.74
N 2224246.51
E 1582882.30
N 2223148.04
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WILSON ROAD (ASPHALT)
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®of Engineers
US Army Corps
U .S
A
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GENERAL NOTE 5.
THE DPW NATURAL GAS SHOP. SEE CONTACT INFO IN
10. ALL NATURAL GAS WORK WILL BE COORDINATED WITH
UTILITIES UNDER EXISTING ROADWAY AND DRIVES
9. CONTRACTOR TO BORE AND JACK WATER AND SANITARY
SHEETS
FOR ELECTRICAL UTILITY PLANS, SEE SHEETS ES SERIES 8.
INSTALLATION.
ANY CONFLICTS OR DISCREPANCIES PRIOR TO
UTILTIES. NOTIFY CONTRACTING OFFICER IF THERE ARE
ALL UTILITIES AND FIELD VERIFYING ALL EXISITNG
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
DCLIFFORD@HCWD.COM
6. WATER/WASTEWATER POC: DANIEL CLIFFORD;
(502) 624-5954
JACK.T.HARGIS.CIV@ARMY.MIL, FTK NATURAL GAS SHOP
5. GAS POC: JACK HARGIS;
AND HARDIN COUNTY WATER DISTRICT FOR WATER LINE.
COORDINATE WITH DPW AT FORT KNOX FOR GAS LINE
BUILDING TO BE COORDINATED WITH UTILTY COMPANY.
WILSON ROAD. CONNECTIONS INTO GARVIN RANGE
4. PROPOSED GAS LINE AND WATER LINE ON EAST SIDE OF
CLEARANCE FROM ANY EXISTING OR PROPOSED UTILITY.
WILSON ROAD. SANITARY LINE MUST MAINTAIN 10'
SANITARY SEWER LINE PROPOSED ON WEST SIDE OF 3.
UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR MUST NOT DISTURB ANY UTILITIES
CONSTRUCTION. CALL BEFORE YOU DIG.
1. ALL UTILITIES SHALL BE MARKED OR LOCATED PRIOR TO
GENERAL SHEET NOTES
SHEET KEYNOTES
ON SHEET CU501
6. TIE INTO EXISITNG SANITARY MANHOLE- SEE DETAIL A14
5. PROPOSED 6" PVC SANITARY SEWER FORCE MAIN
4. PROPOSED 2" PVC GAS LINE
3. PROPOSED 8" PVC WATER LINE
SANITARY SEWER-
WATER VALVE
CU501
SEE DETAIL A1 ON SHEET
SANITARY SEWER MANHOLE
WATER PIPE
W S
COMMUNICATION LINE
OVERHEAD
ELECTRIC LINE -
UNDERGRND
ELECTRIC LINE -
CONTRACTOR WORK LIMITS
CO
CU501
DETAIL H8 ON SHEET
SEWER CLEANOUT- SEE
PROPOSED SANITARY
SEE DETAIL K5 ON SHEET CS501
GRAVEL REPLACEMENT,
GRAVITY
SANITARY SEWER-
MATCH TO EXISTING PAVEMENT
ASPHALT REPLACEMENT,
L
CU502
DETAIL A1 ON SHEET
LIFT STATION- SEE
SANITARY SEWER
L Y
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UTILITY PLAN
1"=50'SCALE: 50' 100'0
NORTH
PLAN
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
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E 1583051.70
N 2222324.76
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G A R
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GARVIN R
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98)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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GENERAL NOTE 5.
THE DPW NATURAL GAS SHOP. SEE CONTACT INFO IN
10. ALL NATURAL GAS WORK WILL BE COORDINATED WITH
UTILITIES UNDER EXISTING ROADWAY AND DRIVES
9. CONTRACTOR TO BORE AND JACK WATER AND SANITARY
SHEETS
FOR ELECTRICAL UTILITY PLANS, SEE SHEETS ES SERIES 8.
INSTALLATION.
ANY CONFLICTS OR DISCREPANCIES PRIOR TO
UTILTIES. NOTIFY CONTRACTING OFFICER IF THERE ARE
ALL UTILITIES AND FIELD VERIFYING ALL EXISITNG
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
DCLIFFORD@HCWD.COM
6. WATER/WASTEWATER POC: DANIEL CLIFFORD;
(502) 624-5954
JACK.T.HARGIS.CIV@ARMY.MIL, FTK NATURAL GAS SHOP
5. GAS POC: JACK HARGIS;
AND HARDIN COUNTY WATER DISTRICT FOR WATER LINE.
COORDINATE WITH DPW AT FORT KNOX FOR GAS LINE
BUILDING TO BE COORDINATED WITH UTILTY COMPANY.
WILSON ROAD. CONNECTIONS INTO GARVIN RANGE
4. PROPOSED GAS LINE AND WATER LINE ON EAST SIDE OF
CLEARANCE FROM ANY EXISTING OR PROPOSED UTILITY.
WILSON ROAD. SANITARY LINE MUST MAINTAIN 10'
SANITARY SEWER LINE PROPOSED ON WEST SIDE OF 3.
UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR MUST NOT DISTURB ANY UTILITIES
CONSTRUCTION. CALL BEFORE YOU DIG.
1. ALL UTILITIES SHALL BE MARKED OR LOCATED PRIOR TO
GENERAL SHEET NOTES
SHEET KEYNOTES
ON SHEET CU501
6. TIE INTO EXISITNG SANITARY MANHOLE- SEE DETAIL A14
5. PROPOSED 6" PVC SANITARY SEWER FORCE MAIN
4. PROPOSED 2" PVC GAS LINE
3. PROPOSED 8" PVC WATER LINE
SANITARY SEWER-
WATER VALVE
CU501
SEE DETAIL A1 ON SHEET
SANITARY SEWER MANHOLE
WATER PIPE
W S
COMMUNICATION LINE
OVERHEAD
ELECTRIC LINE -
UNDERGRND
ELECTRIC LINE -
CONTRACTOR WORK LIMITS
CO
CU501
DETAIL H8 ON SHEET
SEWER CLEANOUT- SEE
PROPOSED SANITARY
SEE DETAIL K5 ON SHEET CS501
GRAVEL REPLACEMENT,
GRAVITY
SANITARY SEWER-
MATCH TO EXISTING PAVEMENT
ASPHALT REPLACEMENT,
L
CU502
DETAIL A1 ON SHEET
LIFT STATION- SEE
SANITARY SEWER
SEE DETAIL A1 ON SHEET CU504
UNDER EXISTING DRIVES OR ROADWAYS.
ENCASE SANITARY UTILITY IN STEEL
SEE DETAIL A1 ON SHEET CU504
UNDER EXISTING DRIVES OR ROADWAYS.
ENCASE WATER UTILITY IN STEEL
BE PROVIDED BY UTILITY COMPANY
EXISTING MAIN. FURTHER DETAIL WILL
PRIOR TO TAPPING SERVICE LINES TO
COORDINATE WITH UTILITY COMPANY
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UTILITY PLAN
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction
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7.158" PVC
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7.168" PVCINV EL. 75
7.248" PVC
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9.438" PVC
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9.458" PVC
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BUILDINGSERVICE LI
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N 2220783.71
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WILS
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PALMA HALL (B
LDG. 92
61)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps
U .S
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GENERAL NOTE 5.
THE DPW NATURAL GAS SHOP. SEE CONTACT INFO IN
10. ALL NATURAL GAS WORK WILL BE COORDINATED WITH
UTILITIES UNDER EXISTING ROADWAY AND DRIVES
9. CONTRACTOR TO BORE AND JACK WATER AND SANITARY
SHEETS
FOR ELECTRICAL UTILITY PLANS, SEE SHEETS ES SERIES 8.
INSTALLATION.
ANY CONFLICTS OR DISCREPANCIES PRIOR TO
UTILTIES. NOTIFY CONTRACTING OFFICER IF THERE ARE
ALL UTILITIES AND FIELD VERIFYING ALL EXISITNG
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
DCLIFFORD@HCWD.COM
6. WATER/WASTEWATER POC: DANIEL CLIFFORD;
(502) 624-5954
JACK.T.HARGIS.CIV@ARMY.MIL, FTK NATURAL GAS SHOP
5. GAS POC: JACK HARGIS;
AND HARDIN COUNTY WATER DISTRICT FOR WATER LINE.
COORDINATE WITH DPW AT FORT KNOX FOR GAS LINE
BUILDING TO BE COORDINATED WITH UTILTY COMPANY.
WILSON ROAD. CONNECTIONS INTO GARVIN RANGE
4. PROPOSED GAS LINE AND WATER LINE ON EAST SIDE OF
CLEARANCE FROM ANY EXISTING OR PROPOSED UTILITY.
WILSON ROAD. SANITARY LINE MUST MAINTAIN 10'
SANITARY SEWER LINE PROPOSED ON WEST SIDE OF 3.
UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR MUST NOT DISTURB ANY UTILITIES
CONSTRUCTION. CALL BEFORE YOU DIG.
1. ALL UTILITIES SHALL BE MARKED OR LOCATED PRIOR TO
GENERAL SHEET NOTES
SHEET KEYNOTES
ON SHEET CU501
6. TIE INTO EXISITNG SANITARY MANHOLE- SEE DETAIL A14
5. PROPOSED 6" PVC SANITARY SEWER FORCE MAIN
4. PROPOSED 2" PVC GAS LINE
3. PROPOSED 8" PVC WATER LINE
SANITARY SEWER-
WATER VALVE
CU501
SEE DETAIL A1 ON SHEET
SANITARY SEWER MANHOLE
WATER PIPE
W S
COMMUNICATION LINE
OVERHEAD
ELECTRIC LINE -
UNDERGRND
ELECTRIC LINE -
CONTRACTOR WORK LIMITS
CO
CU501
DETAIL H8 ON SHEET
SEWER CLEANOUT- SEE
PROPOSED SANITARY
SEE DETAIL K5 ON SHEET CS501
GRAVEL REPLACEMENT,
GRAVITY
SANITARY SEWER-
MATCH TO EXISTING PAVEMENT
ASPHALT REPLACEMENT,
L
CU502
DETAIL A1 ON SHEET
LIFT STATION- SEE
SANITARY SEWER
SAN. M
H 15
MH 1540
SEE DETAIL A1 ON SHEET CU504
UNDER EXISTING DRIVES OR ROADWAYS.
ENCASE SANITARY UTILITY IN STEEL
SEE DETAIL A1 ON SHEET CU504
UNDER EXISTING DRIVES OR ROADWAYS.
ENCASE SANITARY UTILITY IN STEEL
CU108
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UTILITY PLAN
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction
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-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10
730 730
740 740
750 750
760 760
770 770
780 780
790 790
800 800
.2
.2
.5
.0
.9
.9
.0
.2
.5
.2
.8
.5
.8
.4
.0
.6
.2
.7
.2
.8
.2
.7
.1
.5
.0
.3
.4
.6
.2
.5
.9
.0
.5
.8
.8
.0
.2
.2
.2
.1
.0
.4
.2
.0
.0
.2
.8
.6
.2
.7
.0
.6
.5
.0
.8
.0
.2
.1
.4
.2
.0
.5
.2
.7
.4
.0
.2
.4
.0
.4
.0
.0
.2
.2
.5
.0
.9
.9
.0
.2
.5
.2
.8
.5
.8
.4
.0
.6
.2
.7
.2
.8
.2
.7
.1
.5
.0
.3
.4
.6
.2
.5
.9
.0
.5
.8
.8
.0
.2
.2
.2
.1
.0
.4
.2
.0
.0
.2
.8
.6
.2
.7
.0
.6
.5
.0
.8
.0
.2
.1
.4
.2
.0
.5
.2
.7
.4
.0
.2
.4
.0
.4
.0
.0
GRADE = 0.99%
GRADE = 3.67%
L
IF
T S
T A
T
IO
N C
O N
N E
C T
IO
N
S T
A -0
.4
E L
E V
.3
P V
I S T
A -0
.3
E L
E V
.8
.3
.4
.5
.6
.7
.8
.1
.5
.8
.2
.6
.9
.3
.7
.0
.4
.8
.1
.5
.9
.2
.6
.0
.3
.7
.1
.4
.8
.3
.5
.7
.1
.8
.6
.3
.0
.8
.5
.2
.0
.7
.4
.3
.6
.1
.2
.3
.4
.5
.6
.7
.8
.5
.1
.6
.0
.5
.0
.4
.4
.1
.9
.8
.6
.4
.1
.8
.4
.1
.4
.1
.1
.2
.2
.5
.0
.9
.9
.0
.2
.5
.2
.8
.5
.8
.4
.0
.6
.2
.7
.2
.8
.2
.7
.1
.5
.0
.3
.4
.6
.2
.5
.9
.0
.5
.8
.8
.0
.2
.2
.2
.1
.0
.4
.2
.0
.0
.2
.8
.6
.2
.7
.0
.6
.5
.0
.8
.0
.2
.1
.4
.2
.0
.5
.2
.7
.4
.0
.2
.4
.0
.4
.0
.0
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90
740 740
750 750
760 760
770 770
780 780
790 790
800 800
810 810
.8
.1
.7
.5
.9
.5
.8
.0
.2
.4
.6
.7
.7
.8
.6
.5
.3
.2
.1
.0
.9
.7
.5
.3
.2
.1
.0
.9
.8
.7
.9
.8
.2
.6
.7
.6
.3
.1
.9
.5
.2
.0
.7
.5
.2
.7
.6
.2
.9
.3
.0
.7
.8
.6
.6
.1
.5
.0
.5
.2
.8
.1
.3
.2
.1
.1
.1
.8
.1
.7
.5
.9
.5
.8
.0
.2
.4
.6
.7
.7
.8
.6
.5
.3
.2
.1
.0
.9
.7
.5
.3
.2
.1
.0
.9
.8
.7
.9
.8
.2
.6
.7
.6
.3
.1
.9
.5
.2
.0
.7
.5
.2
.7
.6
.2
.9
.3
.0
.7
.8
.6
.6
.1
.5
.0
.5
.2
.8
.1
.3
.2
.1
.1
.1
GRADE = 3.67% GRADE = -2.19%
A
IR
R E
L E
A S
E V
A L
V E
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S T
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.3
IN
V
E
L E
V
.2
.2
.5
.9
.3
.6
.0
.4
.7
.1
.0
.8
.5
.3
.1
.9
.7
.4
.2
.0
.8
.6
.3
.1
.9
.7
.5
.2
.0
.2
.9
.6
.4
.1
.8
.3
.9
.4
.0
.6
.1
.7
.2
.9
.0
.1
.5
.9
.2
.6
.9
.2
.9
.4
.8
.9
.0
.1
.2
.3
.1
.1
.0
.9
.1
.0
.0
.0
.8
.1
.7
.5
.9
.5
.8
.0
.2
.4
.6
.7
.7
.8
.6
.5
.3
.2
.1
.0
.9
.7
.5
.3
.2
.1
.0
.9
.8
.7
.9
.8
.2
.6
.7
.6
.3
.1
.9
.5
.2
.0
.7
.5
.2
.7
.6
.2
.9
.3
.0
.7
.8
.6
.6
.1
.5
.0
.5
.2
.8
.1
.3
.2
.1
.1
.1
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
S T
A
.5
S T
E E
L E
N C
A S
E M
E N
T B
E G
IN
S
S T
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.3
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1"=10'SCALE:
A1
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1"=10'SCALE:
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10' 20'0
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
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C U
S H
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5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70
730 730
740 740
750 750
760 760
770 770
780 780
790 790
800 800
.8
.4
.9
.5
.1
.6
.2
.7
.2
.7
.2
.6
.0
.5
.9
.4
.9
.4
.4
.2
.1
.2
.9
.3
.9
.3
.5
.6
.8
.9
.1
.2
.2
.2
.0
.9
.9
.4
.1
.9
.9
.5
.4
.1
.7
.2
.5
.9
.2
.9
.3
.9
.2
.2
.9
.4
.9
.5
.8
.6
.2
.4
.1
.3
.8
.2
.1
.2
.8
.8
.4
.9
.5
.1
.6
.2
.7
.2
.7
.2
.6
.0
.5
.9
.4
.9
.4
.4
.2
.1
.2
.9
.3
.9
.3
.5
.6
.8
.9
.1
.2
.2
.2
.0
.9
.9
.4
.1
.9
.9
.5
.4
.1
.7
.2
.5
.9
.2
.9
.3
.9
.2
.2
.9
.4
.9
.5
.8
.6
.2
.4
.1
.3
.8
.2
.1
.2
.8
GRADE = -2.19%
.8
.6
.4
.1
.9
.7
.5
.3
.1
.8
.6
.4
.2
.0
.7
.5
.3
.1
.9
.6
.4
.2
.0
.8
.5
.3
.1
.9
.8
.4
.9
.5
.1
.6
.2
.7
.3
.9
.4
.0
.5
.1
.6
.9
.3
.6
.0
.3
.6
.0
.3
.4
.5
.6
.7
.9
.0
.1
.8
.7
.6
.5
.4
.3
.8
.6
.4
.6
.8
.8
.4
.9
.5
.1
.6
.2
.7
.2
.7
.2
.6
.0
.5
.9
.4
.9
.4
.4
.2
.1
.2
.9
.3
.9
.3
.5
.6
.8
.9
.1
.2
.2
.2
.0
.9
.9
.4
.1
.9
.9
.5
.4
.1
.7
.2
.5
.9
.2
.9
.3
.9
.2
.2
.9
.4
.9
.5
.8
.6
.2
.4
.1
.3
.8
.2
.1
.2
.8
EXISTING GRADE
E
.8
N
.0
MAIN SEWER PIPE
PROPOSED 6" FORCE
7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50
730 730
740 740
750 750
760 760
770 770
780 780
790 790
800 800
.4
.1
.8
.3
.4
.4
.3
.5
.8
.0
.0
.0
.0
.9
.8
.9
.1
.0
.0
.0
.0
.0
.0
.1
.2
.3
.5
.8
.4
.8
.4
.3
.8
.0
.0
.8
.1
.0
.0
.0
.2
.5
.4
.3
.3
.0
.0
.9
.0
.0
.2
.8
.8
.3
.0
.8
.0
.0
.5
.8
.5
.0
.0
.0
.8
.8
.0
.0
.8
.0
.8
.0
.4
.1
.8
.3
.4
.4
.3
.5
.8
.0
.0
.0
.0
.9
.8
.9
.1
.0
.0
.0
.0
.0
.0
.1
.2
.3
.5
.8
.4
.8
.4
.3
.8
.0
.0
.8
.1
.0
.0
.0
.2
.5
.4
.3
.3
.0
.0
.9
.0
.0
.2
.8
.8
.3
.0
.8
.0
.0
.5
.8
.5
.0
.0
.0
.8
.8
.0
.0
.8
.0
.8
.0
GRADE = -2.19% GRADE = 2.54%
B L
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V
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.2
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.8
.6
.6
.8
.1
.3
.6
.8
.1
.3
.6
.8
.1
.4
.6
.7
.2
.8
.3
.9
.5
.0
.6
.8
.3
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.3
.8
.4
.7
.0
.3
.7
.0
.6
.3
.1
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.6
.2
.3
.5
.6
.3
.3
.4
.2
.1
.0
.1
.3
.6
.2
.0
.3
.2
.3
.2
.3
.4
.1
.8
.3
.4
.4
.3
.5
.8
.0
.0
.0
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.9
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.1
.0
.0
.0
.0
.0
.0
.1
.2
.3
.5
.8
.4
.8
.4
.3
.8
.0
.0
.8
.1
.0
.0
.0
.2
.5
.4
.3
.3
.0
.0
.9
.0
.0
.2
.8
.8
.3
.0
.8
.0
.0
.5
.8
.5
.0
.0
.0
.8
.8
.0
.0
.8
.0
.8
.0
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
L Y
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FORCE MAIN PROFILE
1"=10'SCALE:
A1
FORCE MAIN PROFILE
1"=10'SCALE: 10' 20'0
10' 20'0
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
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B0
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Pl an s-
B
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MAIN SEWER PIPE
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S T
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S T
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S T
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S T
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.1
.4
.8
.8
.6
.6
.9
.8
.6
.8
.1
.0
.6
.2
.9
.8
.5
.1
.7
.9
.7
.1
.5
.7
.0
.2
.9
.3
.1
.8
.6
.9
.6
.1
.6
.9
.5
.7
.7
.5
.0
.9
.8
.6
.6
.0
.9
.1
.7
.7
.9
.8
.9
.1
.9
.7
.5
.9
.6
.8
.9
.9
.0
.6
.9
.0
.9
.9
.1
.4
.8
.8
.6
.6
.9
.8
.6
.8
.1
.0
.6
.2
.9
.8
.5
.1
.7
.9
.7
.1
.5
.7
.0
.2
.9
.3
.1
.8
.6
.9
.6
.1
.6
.9
.5
.7
.7
.5
.0
.9
.8
.6
.6
.0
.9
.1
.7
.7
.9
.8
.9
.1
.9
.7
.5
.9
.6
.8
.9
.9
.0
.6
.9
.0
.9
.9
2.54%GRADE =
0.66%GRADE =
.0
E
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.9
S
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.9
.1
.4
.6
.9
.1
.4
.6
.9
.1
.4
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.2
.4
.7
.9
.2
.4
.7
.9
.2
.4
.7
.9
.1
.1
.2
.9
.4
.9
.4
.9
.4
.9
.4
.9
.4
.9
.4
.9
.1
.4
.1
.9
.7
.4
.2
.9
.7
.1
.4
.4
.4
.4
.4
.4
.1
.9
.1
.4
.7
.9
.9
.4
.9
.4
.4
.1
.4
.8
.8
.6
.6
.9
.8
.6
.8
.1
.0
.6
.2
.9
.8
.5
.1
.7
.9
.7
.1
.5
.7
.0
.2
.9
.3
.1
.8
.6
.9
.6
.1
.6
.9
.5
.7
.7
.5
.0
.9
.8
.6
.6
.0
.9
.1
.7
.7
.9
.8
.9
.1
.9
.7
.5
.9
.6
.8
.9
.9
.0
.6
.9
.0
.9
.9
10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30
730 730
740 740
750 750
760 760
770 770
780 780
790 790
800 800
13+40 13+50 13+60 13+70 13+80 13+90 14+00 14+10 14+20 14+30 14+40 14+50 14+60 14+70 14+80 14+90 15+00 15+10 15+20 15+30 15+40 15+50 15+60 15+70 15+80 15+90 16+00 16+10
740 740
750 750
760 760
770 770
780 780
790 790
800 800
810 810
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
.7
.9
.3
.8
.5
.6
.6
.6
.7
.7
.0
.3
.6
.9
.2
.5
.6
.7
.3
.5
.6
.7
.0
.6
.2
.6
.9
.5
.6
.0
.9
.6
.3
.6
.0
.2
.6
.9
.6
.3
.6
.6
.6
.6
.6
.6
.6
.7
.9
.3
.8
.5
.6
.6
.6
.7
.7
.0
.3
.6
.9
.2
.5
.6
.7
.3
.5
.6
.7
.0
.6
.2
.6
.9
.5
.6
.0
.9
.6
.3
.6
.0
.2
.6
.9
.6
.3
.6
.6
.6
.6
.6
.6
.6
GRADE = 0.66%
.3
.3
.4
.5
.5
.6
.7
.7
.8
.9
.9
.0
.1
.1
.2
.3
.3
.4
.5
.5
.6
.7
.7
.8
.9
.9
.0
.1
.3
.4
.5
.7
.8
.9
.1
.2
.3
.5
.6
.7
.9
.0
.3
.5
.7
.9
.1
.3
.5
.7
.9
.4
.7
.9
.2
.5
.7
.0
.3
.7
.0
.3
.7
.0
.7
.3
.0
.7
.0
.0
.3
.7
.9
.3
.8
.5
.6
.6
.6
.7
.7
.0
.3
.6
.9
.2
.5
.6
.7
.3
.5
.6
.7
.0
.6
.2
.6
.9
.5
.6
.0
.9
.6
.3
.6
.0
.2
.6
.9
.6
.3
.6
.6
.6
.6
.6
.6
.6
N
.5
E
.9
N
.6
E
.3
L Y
E N
D M
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T
C H
A N
G E
D P
IP
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CU204
O
N S
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A
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F
IL
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H1
FORCE MAIN PROFILE
1"=10'SCALE:
A1
FORCE MAIN PROFILE
1"=10'SCALE: 10' 20'0
10' 20'0
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
B0
4_
Pl an s-
B
C
D
E
F
G
H
J
K
L
M
N
P
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B M
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T
E D
B Y
C H
E C
K E
D B
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D R
A W
N B
Y
D E
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D B
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C O
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N O
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A
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N N
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®of Engineers
US Army Corps
U .S
A
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D F
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A
L D
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P D
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M il it a ry
\4
S e p a ra te T o il e t
S h o w e r
B u il d in g s F t K n o x
\4
C U
S H
T .d g n
16+20 16+30 16+40 16+50 16+60 16+70 16+80 16+90 17+00 17+10 17+20 17+30 17+40 17+50 17+60 17+70 17+80 17+90 18+00 18+10 18+20 18+30 18+40 18+50 18+60 18+70 18+80 18+90
740 740
750 750
760 760
770 770
780 780
790 790
800 800
810 810
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
GRADE = 0.66%
.1
.2
.3
.3
.4
.5
.5
.6
.7
.7
.8
.9
.9
.0
.1
.1
.2
.3
.3
.4
.5
.5
.6
.6
.7
.8
.8
.9
.1
.3
.4
.5
.7
.8
.9
.1
.2
.3
.5
.6
.7
.8
.1
.3
.5
.7
.9
.1
.3
.5
.7
.9
.3
.5
.8
.1
.3
.6
.8
.3
.7
.0
.3
.6
.7
.3
.3
N
.5
E
.9
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
19+00 19+10 19+20 19+30 19+40 19+50 19+60 19+70 19+80 19+90 20+00 20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+00 21+10 21+20 21+30 21+40 21+50 21+60 21+70
740 740
750 750
760 760
770 770
780 780
790 790
800 800
810 810
GRADE = 0.66%
GRADE = -2.23%
A
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V
E
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.5
.0
.0
.1
.2
.2
.3
.4
.4
.5
.3
.0
.8
.6
.4
.2
.9
.7
.5
.3
.0
.8
.6
.4
.1
.9
.7
.5
.2
.0
.1
.2
.4
.5
.0
.6
.2
.7
.3
.8
.4
.9
.5
.1
.3
.5
.8
.2
.5
.8
.1
.5
.1
.4
.0
.2
.3
.4
.5
.0
.3
.0
.9
.8
.7
.0
.0
.8
.0
.0
.0
L Y
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FORCE MAIN PROFILE
1"=10'SCALE:
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FORCE MAIN PROFILE
1"=10'SCALE: 10' 20'0
10' 20'0
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
B0
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Pl an s-
B
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F
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US Army Corps
U .S
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EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
21+80 21+90 22+00 22+10 22+20 22+30 22+40 22+50 22+60 22+70 22+80 22+90 23+00 23+10 23+20 23+30 23+40 23+50 23+60 23+70 23+80 23+90 24+00 24+10 24+20 24+30 24+40 24+50
730 730
740 740
750 750
760 760
770 770
780 780
790 790
800 800
GRADE = -2.23%
.0
.8
.6
.4
.1
.9
.7
.5
.2
.0
.8
.6
.3
.1
.9
.7
.5
.2
.0
.8
.6
.3
.1
.9
.7
.4
.2
.0
.0
.6
.1
.7
.2
.8
.3
.9
.5
.0
.6
.1
.7
.2
.8
.1
.5
.8
.1
.5
.8
.1
.4
.6
.7
.8
.9
.0
.1
.2
.6
.5
.3
.2
.1
.0
.6
.3
.1
.6
.1
.1
N
.5
E
.7
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
24+60 24+70 24+80 24+90 25+00 25+10 25+20 25+30 25+40 25+50 25+60 25+70 25+80 25+90 26+00 26+10 26+20 26+30 26+40 26+50 26+60 26+70 26+80 26+90 27+00 27+10 27+20 27+30
730 730
740 740
750 750
760 760
770 770
780 780
790 790
800 800
GRADE = -2.23%
.8
.6
.3
.1
.9
.7
.4
.2
.0
.8
.5
.3
.1
.9
.6
.4
.2
.0
.8
.5
.3
.1
.9
.6
.4
.2
.0
.7
.8
.3
.9
.4
.0
.5
.1
.6
.2
.8
.3
.9
.4
.0
.8
.1
.4
.8
.1
.4
.8
.1
.4
.7
.3
.4
.5
.6
.8
.9
.0
.9
.8
.6
.5
.4
.9
.6
.4
.6
.9
L Y
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FORCE MAIN PROFILE
1"=10'SCALE:
A1
FORCE MAIN PROFILE
1"=10'SCALE: 10' 20'0
10' 20'0
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
B0
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Pl an s-
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US Army Corps
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EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
27+40 27+50 27+60 27+70 27+80 27+90 28+00 28+10 28+20 28+30 28+40 28+50 28+60 28+70 28+80 28+90 29+00 29+10 29+20 29+30 29+40 29+50 29+60 29+70 29+80 29+90 30+00 30+10
720 720
730 730
740 740
750 750
760 760
770 770
780 780
790 790
GRADE = -2.23%
.5
.3
.1
.9
.6
.4
.2
.0
.7
.5
.3
.1
.8
.6
.4
.2
.9
.7
.5
.3
.1
.8
.6
.4
.2
.9
.7
.5
.5
.1
.6
.2
.7
.3
.8
.4
.9
.5
.1
.6
.2
.7
.1
.4
.7
.1
.4
.7
.1
.4
.7
.1
.2
.3
.4
.5
.6
.7
.3
.2
.1
.9
.8
.7
.2
.9
.7
.2
.7
.2
.7
N
.4
E
.5
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
30+20 30+30 30+40 30+50 30+60 30+70 30+80 30+90 31+00 31+10 31+20 31+30 31+40 31+50 31+60 31+70 31+80 31+90 32+00 32+10 32+20 32+30 32+40 32+50 32+60 32+70 32+80 32+90
710 710
720 720
730 730
740 740
750 750
760 760
770 770
780 780
GRADE = -2.23%
.3
.0
.8
.6
.4
.2
.9
.7
.5
.3
.0
.8
.6
.4
.1
.9
.7
.5
.3
.0
.8
.6
.4
.1
.9
.7
.5
.2
.3
.8
.4
.9
.5
.0
.6
.1
.7
.3
.8
.4
.9
.5
.0
.4
.7
.0
.4
.7
.0
.4
.7
.8
.9
.0
.1
.3
.4
.5
.6
.5
.4
.3
.1
.5
.3
.3
.3
L Y
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H1
FORCE MAIN PROFILE
1"=10'SCALE:
A1
FORCE MAIN PROFILE
1"=10'SCALE: 10' 20'0
10' 20'0
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
B0
4_
Pl an s-
B
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US Army Corps
U .S
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M A
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EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
33+00 33+10 33+20 33+30 33+40 33+50 33+60 33+70 33+80 33+90 34+00 34+10 34+20 34+30 34+40 34+50 34+60 34+70 34+80 34+90 35+00 35+10 35+20 35+30 35+40 35+50 35+60 35+70
710 710
720 720
730 730
740 740
750 750
760 760
770 770
780 780
GRADE = -2.23%
GRADE = 1.00%
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V
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.7
.4
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.8
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.7
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.8
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N
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E
.3
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
35+80 35+90 36+00 36+10 36+20 36+30 36+40 36+50 36+60 36+70 36+80 36+90 37+00 37+10 37+20 37+30 37+40 37+50 37+60 37+70 37+80 37+90 38+00 38+10 38+20 38+30 38+40 38+50
710 710
720 720
730 730
740 740
750 750
760 760
770 770
780 780
GRADE = 1.00%
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1"=10'SCALE:
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1"=10'SCALE: 10' 20'0
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction
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EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
38+60 38+70 38+80 38+90 39+00 39+10 39+20 39+30 39+40 39+50 39+60 39+70 39+80 39+90 40+00 40+10 40+20 40+30 40+40 40+50 40+60 40+70 40+80 40+90 41+00 41+10 41+20 41+30
710 710
720 720
730 730
740 740
750 750
760 760
770 770
780 780
GRADE = 1.00%
.2
.3
.4
.5
.6
.7
.8
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.6
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S T
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S
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S T
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N C
A S
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T E
N D
S
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A
.5
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
41+40 41+50 41+60 41+70 41+80 41+90 42+00 42+10 42+20 42+30 42+40 42+50 42+60 42+70 42+80 42+90 43+00 43+10 43+20 43+30 43+40 43+50 43+60 43+70 43+80 43+90 44+00 44+10
710 710
720 720
730 730
740 740
750 750
760 760
770 770
780 780
GRADE = 1.00%
.0
.1
.2
.3
.4
.5
.6
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.3
.4
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.3
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.2
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.2
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.8
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.1
.6
.1
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.6
.6
.6
.6
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1"=10'SCALE:
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1"=10'SCALE: 10' 20'0
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction
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EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
44+20 44+30 44+40 44+50 44+60 44+70 44+80 44+90 45+00 45+10 45+20 45+30 45+40 45+50 45+60 45+70 45+80 45+90 46+00 46+10 46+20 46+30 46+40 46+50 46+60 46+70 46+80 46+90
720 720
730 730
740 740
750 750
760 760
770 770
780 780
790 790
GRADE = 1.00%
.8
.9
.0
.1
.2
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.4
.5
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.1
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.3
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.4
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.2
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.2
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.3
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.0
.4
.8
.2
.6
.0
.4
.1
.6
.1
.6
.1
.6
.6
.6
.6
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
47+00 47+10 47+20 47+30 47+40 47+50 47+60 47+70 47+80 47+90 48+00 48+10 48+20 48+30 48+40 48+50 48+60 48+70 48+80 48+90 49+00 49+10 49+20 49+30 49+40 49+50 49+60 49+70
720 720
730 730
740 740
750 750
760 760
770 770
780 780
790 790
GRADE = 1.00%
.6
.7
.8
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.1
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.3
.4
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.3
.6
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.2
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.6
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.2
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.2
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.3
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.1
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.2
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.4
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.1
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.1
.6
.6
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1"=10'SCALE:
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1"=10'SCALE: 10' 20'0
10' 20'0
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
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EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
49+80 49+90 50+00 50+10 50+20 50+30 50+40 50+50 50+60 50+70 50+80 50+90 51+00 51+10 51+20 51+30 51+40 51+50 51+60 51+70 51+80 51+90 52+00 52+10 52+20 52+30 52+40 52+50
720 720
730 730
740 740
750 750
760 760
770 770
780 780
790 790
GRADE = 1.00%
.4
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.6
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.6
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.6
.6
.6
.6
S T
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A S
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S
S T
A
.2
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
52+60 52+70 52+80 52+90 53+00 53+10 53+20 53+30 53+40 53+50 53+60 53+70 53+80 53+90 54+00 54+10 54+20 54+30 54+40 54+50 54+60 54+70 54+80 54+90 55+00 55+10 55+20 55+30
720 720
730 730
740 740
750 750
760 760
770 770
780 780
790 790
GRADE = 1.00%
.2
.3
.4
.5
.6
.7
.8
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.0
.1
.2
.3
.4
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.2
.3
.4
.5
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.8
.4
.8
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.1
.6
.6
.6
.6
.6
.6
S T
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N C
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1"=10'SCALE: 10' 20'0
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
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EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
55+40 55+50 55+60 55+70 55+80 55+90 56+00 56+10 56+20 56+30 56+40 56+50 56+60 56+70 56+80 56+90 57+00 57+10 57+20 57+30 57+40 57+50 57+60 57+70 57+80 57+90 58+00 58+10
730 730
740 740
750 750
760 760
770 770
780 780
790 790
800 800
GRADE = 1.00%
.0
.1
.2
.3
.4
.5
.6
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.1
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.1
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.6
.6
.6
.6
.6
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S T
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IN
S
S T
A
.3
S T
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N C
A S
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S T
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.0
EXISTING GRADE
MAIN SEWER PIPE
PROPOSED 6" FORCE
58+20 58+30 58+40 58+50 58+60 58+70 58+80 58+90 59+00 59+10 59+20 59+30
730 730
740 740
750 750
760 760
770 770
780 780
790 790
800 800
59+40 59+50 59+60
GRADE = 1.00%
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H1
FORCE MAIN PROFILE
1"=10'SCALE:
A1
FORCE MAIN PROFILE
1"=10'SCALE: 10' 20'0
10' 20'0
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
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