TPlans_W912P522B0007_Cheatham Stoplog Storage Slab_RTA_All Signatures.pdf
PDF 25 MB Posted
- Attached to
- Cheatham Dam Stoplog Storage Slab
- Solicitation number
- W912P522B0007
About this file
This document provides details on a forthcoming federal contract solicitation for construction services. The U.S. Army Corps of Engineers Nashville District intends to issue an Invitation for Bid for building a concrete storage pad at Cheatham Dam in Ashland City, Tennessee to house stoplogs used at the dam's lock. The base work includes removing existing infrastructure and constructing a 125-foot by 50-foot by 1.5-foot reinforced concrete slab with lateral steel supports to facilitate placement of the stoplogs. Additional work under optional line items involves related site work such as earthmoving, drainage improvements, fencing, asphalt paving and curbing. The estimated value of the contract is between $1 million and $5 million. The solicitation is designated as a 100% small business set-aside under NAICS code 238110 with an anticipated release on or around June 7, 2022. Interested parties should monitor the SAM.gov website for solicitation documents and amendments.
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US Army Corps of Engineers
Nashville District
Ashland City, Tennessee
Cheatham Lock and Dam
W912P5-22-B-0007
Cumberland River Watershed
110' Lock Stoplog Storage Slab/Access
Road Widening
Cheatham Lock and Dam
JUNE 2022
Submitted:
Geotechnical Engineer
Approval Recommended:
M. Philip Evans, P.E.
Chief, Civil Design Branch
Approval Recommended:
Benjamin L. Rohrbach, P.E.
Chief, Engineering Construction Division
Approved:
Lt. Colonel, Joseph M. Sahl
USACE Nashville, District Engineer
(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.
of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations
Note:
Karlena F. Pabian, P.E.
READY TO ADVERTISE (RTA)
W P -2
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01020304050 50 MILES
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TO NASHVILLE
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CHEATHAM
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(STATE)
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0 1 MILE 2 MILE
1 INCH = 1 MILE
PROJECT LOCATION MAP
N
PROJECT LOCATION
C O
U N
TY
C O
U N
T Y
D
IC
K S
O N
C O
U N
T Y
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0̂ .d g n
V A
R
IE
S
INDEX
CONTRACT DRAWINGS
GENERAL
SHEET NO.
Q12-30/30
FILE NAME
Q12-30^30.dgn
TITLE
LOCATION AND VICINITY MAPS
S T
O P
L O
G S
T O
R A
G E S
L A
B
L O
C A
T
IO
N A
N D V
IC
IN
IT
Y M
A P
S
A N
D A
C C
E S
S R
O A
D W
ID
E
N
IN
G
PROJECT ADDRESS
CHEATHAM LOCK AND DAM
1799 CHEATHAM DAM ROAD
ASHLAND CITY, TN 37015 SHEET NO.
Q12-29/4.5
FILE NAME
Q12-29/4.5.dgn
TITLE
ELECTRICAL REFERENCE DRAWINGS
Q12-29/9.3 Q12-29/9.3.dgn
Q12-29/90 Q12-29/90.dgn
CABLE ROUTING LOCK CHAMBER
CABLE ROUTING RECESS DETAILS
REPLACE LOCK GROUND MAT SITE PLAN
Q12-29/7.5 Q12-29/7.5.dgn CABLE ROUTING CROSSOVER
Q12-30/31
FILE NAME
Q12-30^31.dgn
TITLE
CIVIL
Q12-30/32 Q12-30^32.dgn
Q12-30/35 Q12-30^35.dgn
Q12-30/36 Q12-30^36.dgn
Q12-30/53 Q12-30^53.dgn SAWCUT AND CONSTRUCTION JOINT DETAILS
SHEET NO.
Q12-30/37
FILE NAME
Q12-30^37.dgn
TITLE
Q12-30/38 Q12-30^38.dgn
STRUCTURAL
STOPLOG GUIDE ELEVATIONS AND DETAILS
Q12-30/54 Q12-30^54.dgn
SHEET NO. FILE NAME TITLE
ELECTRICAL
STOPLOG STORAGE SLAB PLAN AND PROFILES
Q12-30/60 Q12-30/60.dgn
STOPLOG STORAGE SLAB SITE DESIGN
Q12-30/39 Q12-30^39.dgn ACCESS ROAD DEMOLITION PLAN SHEET 1 OF 4
Q12-30/40 Q12-30^40.dgn ACCESS ROAD DEMOLITION PLAN SHEET 2 OF 4
Q12-30/41 Q12-30^41.dgn ACCESS ROAD DEMOLITION PLAN SHEET 3 OF 4
Q12-30/42 Q12-30^42.dgn ACCESS ROAD DEMOLITION PLAN SHEET 4 OF 4
Q12-30/44 Q12-30^44.dgn ACCESS ROAD IMPROVEMENTS SHEET 1 OF 4
Q12-30/45 Q12-30^45.dgn ACCESS ROAD IMPROVEMENTS SHEET 2 OF 4
Q12-30/46 Q12-30^46.dgn ACCESS ROAD IMPROVEMENTS SHEET 3 OF 4
Q12-30/47 Q12-30^47.dgn ACCESS ROAD IMPROVEMENTS SHEET 4 OF 4
Q12-30/48 Q12-30^48.dgn PROFILE STATIONS 0+14.97 AND 1+41.24
Q12-30/49 Q12-30^49.dgn PROFILE STATIONS 2+61.43 AND 3+51.20
Q12-30/50 Q12-30^50.dgn PROFILE STATIONS 4+23.46 AND 4+84.22
Q12-30/51 Q12-30^51.dgn PROFILE STATIONS 6+10.81 AND 7+23.78
Q12-30/52 Q12-30^52.dgn
STOPLOG SLAB AND ACCESS ROAD WIDENING OVERALL SITE LAYOUT
STOPLOG SLAB BEDDING DETAIL AND CATCH BASIN DETAILS
Q12-30/34 Q12-30^34.dgn
OVERALL EXISTING SITE LAYOUT AND OPTION DEFINITION
NEW GROUNDING MAT SYSTEM PLAN LAYOUT
Q12-30^33.dgnQ12-30/33 OVERALL EXISTING CONDITIONS
STOPLOG STORAGE EXISTING SITE AND DEMO PLAN
PROFILE STATIONS 7+97.79 AND 9+31.06
Q12-30/55 Q12-30^55.dgn
Q12-30/56 Q12-30^56.dgn
Q12-30/57 Q12-30^57.dgn
Q12-30/58 Q12-30^58.dgn
Q12-30/59 Q12-30^59.dgn
CATCH BASIN DETAIL
HEADWALL DETAIL
CHAIN LINK FENCE DETAIL
CHAIN LINK SLIDE GATE DETAIL
TDOT DETAIL RP-SC-1
STOPLOG BEARING PLATES SECTIONS AND DETAILS
Q12-30/43 Q12-30^43.dgn LOCK VALVE DISPLAY RELOCATION PLAN
SHEET NO.
F
M
IL
L S
B
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
P lo t T im e
P lo t
D a te
F il e N a m e
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ALABAMA GEORGIA
TENNESSEE
KENTUCKY
NORTH CAROLINA
HARDIN
HICKMAN
MONTGOMERY
WILLIAMSON
DAVIDSON
CHEATHAM
JACKSON
SMITH
HAMILTON
ROANE
RIVER
CANEY FORK
TRIGG
CITY PARK
SAVANNAH
LAUDERDALE
COLBERT
FRANKLIN
WEAKLEY
HENRY
CARROLL
HENDERSON
CHESTER
MCNAIRY
BENTON
DECATUR
WAYNE
PERRY
HUMPHREYS
HOUSTON
STEWART
LAWRENCE
LEWIS
DICKSON
GILES
MAURY
ROBERTSON
SUMNER
WILSON
RUTHERFORD
MARSHALL
LINCOLN
MOORE
BEDFORD
FRANKLIN
COFFEE
CANNON
MACON
TROUSDALE
DE KALB
WARREN
GRUNDY
MARION
CLAY
OVERTON
PUTNAM
WHITE
VAN BUREN
BLEDSOE
SEQUATCHIE
PICKETT
FENTRESS
CUMBERLAND
RHEA
M E
IG
S
BRADLEY
MCMINN
POLK
MONROE
SCOTT
MORGAN
LOUDON
CAMPBELL
ANDERSON
LIMESTONE
LAWRENCE
MADISON
MORGAN
MARSHALL
DeKLAB
JACKSON
WHITLEY
LAUREL
McCREARY
PULASKI
WAYNS
JACKSON
ROCKCASTLE
CLINTON
CHRISTIAN
TODD LOGAN
SIMPSON
CALLOWAY
GRAVES MARSHALL
CALDWELL
CRITTENDEN
LIVINGSTON
DADE
WALKER
CATOOSA
WHITFIELD
GILMER
FANNIN
CHEROKEE
TISNNMING
TENNESSEE
STOPLOG STORAGE SLAB
OF NEW CONCRETE
APPROXIMATE LOCATION
REQUIRED
SECURITY CODE
MAIN SITE ENTRANCE
ELEV: 391.72
E: 1608792.86
N: 725598.44
CONTROL POINT AGM 341
ELEV: 391.35
E: 1607944.61
N: 726268.49
CONTROL POINT L-57
ELEV: 391.78
E: 1608688.30
N: 725865.13
SURVEY NAIL 1
ELEV: 391.33
E: 1608357.05
N: 726121.39
SURVEY NAIL 2
LOCK ACCESS ROAD
ROAD
SECONDARY ACCESS
BUILDING
NATURAL RESOURCES
/- 50 ft.
ft.
'-4
125'-5"
SECURITY GATE
LOCK AND KEY
E: 1607963.97
N: 726344.51
E: 1607953.98
N: 726313.16
E: 1608043.09
N: 726403.08
E: 1608133.01
N: 726314.43
E: 1608037.21
N: 726217.76
E: 1608107.11
N: 726117.55
E: 1608168.83
N: 726052.31
E: 1608220.60
N: 726001.18
E: 1608263.69
N: 725958.34
E: 1608230.61
N: 726242.17
E: 1608300.47
N: 726185.13
E: 1608338.36
N: 726121.86
E: 1608359.16
N: 726056.18
E: 1608449.25
N: 725967.25
E: 1608536.58
N: 725894.98
E: 1608656.08
N: 725911.48
E: 1608353.78
N: 725869.42
E: 1608434.11
N: 725789.98 E: 1608539.57
N: 725792.09
E: 1608682.65
N: 725634.85
DISPOSAL AREA
AREA/ TEMP. EXCAVATION
CONTRACTOR LAYDOWN
E: 1608717.77
N: 725783.87 E 1608839.49
N 725787.80
E 1608839.49
N 725787.80
E 1608759.76
N 725826.74
E 1608818.77
N 725790.31
E 1608818.77
N 725790.31
E 1608874.01
N 725787.80
E 1608874.01
N 725787.80
E 1608676.90
N 725817.32
E 1608794.92
N 725765.82
E 1608794.92
N 725765.82
E: 1608601.26
N: 725664.48
BUILDING
EXISTING LOCK OPERATIONS
EXISTING COMFORT STATION
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
SHEET ID
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
W P -2
-X -X
X X
X
Q -3
0̂ .d g n
30/31
A R
C H E
SCALE:1"=100'
200'100'
A N
D A
C C
E S
S R
O A
D W
ID
E
N
IN
G
S T
O P
L O
G S
T O
R A
G E S
L A
B
E X
IS
T
IN
G C
O N
D
IT
IO
N S A
N D C
O N
T R
O L
SPECIFIED BY THE CONTRACTING OFFICER.
FEDERAL,STATE, AND LOCAL REGULATIONS UNLESS OTHERWISE
AND BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH ALL
ASPHALT AREA SHALL BECOME THE PROPERTY OF THE CONTRACTOR
15. THE EXCESS STRIPPED MATERIAL NOT USED TO REPLACE THE MILLED
DISPOSAL NOTES:
14. TOPOGRAPHIC SURVEY WAS CAPTURED ON 1 FEBRUARY, 2021.
LESS THAN TWO HOURS FOLLOWING A RAIN EVENT.
CAPABLE AND BE COMPLETELY FREE OF ANY PONDED WATER IN NO
PONDS DURING CONSTRUCTION OPERATIONS AND THAT THE SITE IS
PLACE THROUGHOUT CONSTRUCTION DURATION TO ENSURE NO WATER
CONTRACTING OFFICER. DRAINAGE MEASURES MUST REMAIN IN
PRIOR TO 1 MAY, 2023 UNLESS OTHERWISE APPROVED BY THE
13. NO MAJOR EARTHWORK SHALL BE PERMITTED FOR THIS PROJECT
PEDESTRIAN TRAFFIC CONTROL MEASURES DURING CONSTRUCTION.
12. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN INCLUDING
EM 385-1-1.
ACCORDANCE WITH THE CORPS OF ENGINEERS SAFETY MANUAL
REGULATIONS. ADDITIONALLY, ALL WORK SHALL BE PERFORMED IN
TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
11. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM
SUNDAY, NOR ON GOVERNMENT APPROVED HOLIDAYS.
WILL BE ALLOWED. NO WORK SHALL BE ALLOWED SATURDAY THROUGH
BE 0630 TO 1700 MONDAY THROUGH FRIDAY. NO EARLY OR LATE ACCESS
HOURS APPROVED BY THE COR. THE TENTATIVE WORK HOURS WILL
10. CONTRACTORS CAN ONLY ACCESS THE WORK SITE DURING WORK
OR LOCK PERSONEL FOR SECURITY GATE KEY.
9. CONTRACTORS SHALL COORDINATE WITH CONTRACTING OFFICER
SUPPORTS AND TEMP. EXCAVATION.
RE-STEEL, FORMWORK, FABRICATED STEEL GUIDES/LATERAL
8. THE CONTRACTOR WILL BE PROVIDED A LAYDOWN AREA TO STORE
PORTABLE RESTROOM SERVICES FOR THOSE ON SITE.
AVAILABLE ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING
WATER SOURCE IS AVAILABLE FOR USE. NO RESTROOM FACILITIES ARE
7. A POTABLE WATER SOURCE IS NOT AVAILABLE, BUT A NON-POTABLE
AND WEATHER.
EXCAVATIONS AND EARTHWORKS FROM THE EFFECTS OF THE ELEMENTS
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL OPEN
ON THE PROJECT SITE.
CONTRACTOR SHALL DETERMINE THE LOCATIONS OF ALL UTILITIES
NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE
PLANS ARE APPROXIMATE ONLY AND THOSE INDICATED ARE NOT
ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED ON THE
AT THE CONTRACTOR'S EXPENSE. LOCATIONS OF EXISTING
SHALL BE REPAIRED, AND THE SERVICE RESTORED PROMPTLY,
OF ANY SERVICE CAUSED BY THE CONTRACTOR'S OPERATIONS
UTILITIES. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS
5. UNLESS OTHERWISE INDICATED, DO NOT DISTURB EXISTING
CONTRACTOR'S EXPENSE.
CONTRACTORS TO THE SATISFACTION OF THE COR AT THE
CONTRACTOR OR SUB CONTRACTORS WILL BE REPAIRED BY THE
TO LIGHTS, ROADWAYS, OR OTHER STRUCTURES DONE BY THE
BE DRAINAGE PIPES AND UNDERGROUND ELECTRICAL. ANY DAMAGE
BE SEWER LINES FROM THE BUILDINGS PRESENT. THERE MAY
BEFORE THE CONSTRUCTION SITE IS DISTURBED. THERE MAY
4. CONTRACTOR MUST LOCATE ANY UNDERGROUND UTILITIES
MEASURES IF DEEMED NECESSARY.
OF PROVIDING ADDITIONAL EROSION CONTROL AND SWPPP
PRACTICE SUGGESTIONS AND DO NOT ALLEVIATE THE CONTRACTOR
DISPLAYED IN THE PLANS REPRESENT MINIMUM BEST MANAGMENT
CONSTRUCTION PERIOD. EROSION CONTROL MEASURES
EROSION OR SEDIMENT CONTROL IS NEEDED DURING THE
PRACTICES (BMPs) ARE REQUIRED WHERE IT IS EVIDENT THAT
3. AT A MINIMUM, EROSION CONTROL BEST MANAGEMENT
VERIFICATION PRIOR TO EXCAVATION.
SHALL STAKE FINAL LOCATION OF SLAB FOR GOVERNMENT
CONSTRUCTION, PRIOR TO BEGINNING WORK. THE CONTRACTOR
AND ANY ADDITIONAL INFORMATION REQUIRED FOR
2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS,
TO THE SOFTWARE THE IMAGE WAS CAPTURED IN 2022.
INTO MICROSTATION FROM BING MAPS. ACCORDING
VERTICAL DATUM IS NAVD88. IMAGERY WAS IMPORTED
ON NAD 83 TENNESSEE STATE PLANE US SURVEY FEET.
1. COORDINATE AZMUTHS AND DISTANCES SHOWN ARE BASED
GENERAL NOTES:
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
DESCRIPTION
MONUMENT AND CONTROL POINT DATA
NORTHING EASTING ELEVATION
AGM 341 725598.44 1608792.86 391.72
726268.49 1607944.61 391.35L-57
725865.13 1608688.30 391.78
726121.39 1608357.05 391.33
SURVEY NAIL 1
SURVEY NAIL 2
N
P lo t T im e
P lo t
D a te
F il e N a m e
:3
:2
P
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
1+
1+
1+
1+
1+
1+
1+
1+
0+
0+
0+
0+
0+
0+
1+
1+
1+
1+
1+
2+
2+
2+
2+
2+
3+
3+
3+
3+
3+
4+
4+
4+
4+
4+
5+
5+
5+
5+
5+
6+
6+
6+
6+
6+
7+
7+
7+
7+
7+
8+
8+
8+
8+
8+
9+
9+
9+
9+
9+
10+ 00 10+
10+
0+
0+
0+
1+
1+
0+
1+
1+
1+
1+
1+
1+
1+
1+
1+
1+
0+
0+
0+
0+
0+
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
B A S E C
O N T R
A C T
O P T
IO
N
E X
IS
T . S
E C
O N
D A R
Y A
C C E S S R
O A D
N
30'
SCALE: 1"= 30'
60'0
EXIST. ASPHALT SLAB
EXIST. GROUNDING MAT
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
X
EXISTING COMFORT STATION
EXISTING OPERATIONS BUILDING
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
C U
M B
E R
L A
N D R
IV
E R
Q12-
W P -2
-X -X
X X
X
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C H
E A
T H
A M L
O C
K A
N D D
A M
L O
C K
Q -3
0̂ .d g n
SHEET ID
30/32
C H
E A
T H
A M L
O C
K
O V
E R
A L L E
X
IS
T
IN
G S
IT
E L
A Y
O U
T
A N
D O
P T
IO
N D
E F
IN
IT
IO
N
A R
C H E
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
EXIST. 18" CMP
EXIST. 15" CMP
TO DITCH INVERT.
A MINUMUM OF 1.0% FROM HERE
SLOPE DETENTION POND BOTTOM
3:1 SIDE SLOPES
E X
IS
T . A
C C E S S R
O A D
O P T
IO
N
O P T
IO
N
EXIST. EDGE OF PAVEMENT
EXIST. 15" CMP
EXIST. 18" CMP
O P T
IO
N
LEGEND:
OPTION BOUNDARY
EXIST. SS LINE
EXIST. WATERLINE
EXIST. DITCH BOTTOM
EXIST. SECURITY FENCE
EXIST. EDGE OF PAVEMENT
FROM STATION 9+09.07 TO 9+79.69.
19. PLACEMENT OF 1 1/2" ASPHALT TOPCOAT AND 3" ASPHALT BASE ON ISLAND
STATION 9+09.07 TO 9+79.69.
18. REMOVAL OF CURBING AND MILLING OF 1' STRIP OF ASPHALT ALONG ISLAND FROM
17. CONSTRUCTION OF 7' SECRURITY FENCE FROM STATION 8+51.03 TO GATE POST AT STATION 8+87.14.
STATION 7+44.62 TO 8+96.97.
16. CONSTRUCTION OF NEW MOUNTABLE CURBING ALONG EDGE OF WIDENED ROADWAY FROM
EXISTING ACCESS ROAD FROM STATION 7+44.62 TO 8+96.97.
15. PLACEMENT OF 1 1/2" ASPHALT TOPCOAT AND 3" ASPHALT BASE ON BOTH SIDES OF SECONDARY
ACCESS ROAD FROM STATION 7+44.62 TO 8+96.97.
14. REMOVAL OF CURBING AND MILLING OF 1' STRIP OF ASPHALT ALONG SECONDARY EXISTING
OPTION 3 CONSISTS OF:
FROM STATION 4+71.41 TO 5+11.41.
13. CONSTRUCTION OF GENERAL USE 8" CONCRETE SLAB ON LOCK SIDE OF EXISTING ACCESS ROAD
SAME LOCATION ALONG EXISTING ACCESS ROAD.
12. CONSTRUCTION OF 7' SECRURITY FENCE FROM STATION 0+8.93 TO 7+44.62 WITH TIE-INS AT
11. SELECTIVE DRAINAGE IMPROVEMENTS THROUGH ABOVE STATIONS.
10. PLACEMENT OF 1 1/2" ASPHALT TOPCOAT AND 3" ASPHALT BASE FROM STATION 3+45 TO 7+44.62.
9. MILLING OF 1' STRIP OF ASPHALT ALONG EXISTING ACCESS ROAD FROM STATION 3+45 TO 7+44.62.
OPTION 2 CONSISTS OF:
FILL UNDER THE ASPHALT WIDENING PORTION OF THE PROJECT.
8. EXCAVATE DETENTION POND ON NORTH SIDE OF SECONDARY ACCESS ROAD. EXCAVATION SHALL BE USED FOR
7. SELECTIVE DRAINAGE IMPROVEMENTS ALONG SECONDARY EXISTING ACCESS ROAD THROUGH ABOVE STATIONS.
6. PLACEMENT OF 1 1/2" ASPHALT TOPCOAT AND 3" ASPHALT BASE FROM STATION 0+9.43 TO 3+45.
5. MILLING OF A 1' STRIP OF ASPHALT ALONG THE EXISTING ACCESS ROAD FROM STATION 0+9.43 TO 3+45.
OPTION 1 CONSISTS OF:
4. SELECTIVE DRAINAGE IMPROVEMENTS AT EACH END OF THE CONSTRUCTED SLAB.
3. CONSTRUCTION OF STOPLOG STORAGE SLAB.
2. RELOCATION OF GROUNDING MAT.
1. REMOVAL OF EXISTING ASPHALT SLAB, CONCRETE SLAB, AND 18" CMP CULVERT.
BASE CONTRACT CONSISTS OF:
OPTION DEFINITION (FOR DETAILED IMPROVEMENTS SEE SHEETS Q12-30/43 TO Q12-30/46).
GENERAL NOTES:
P lo t T im e
P lo t
D a te
F il e N a m e
:3
:1
P
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E X
IS
T . S
E C
O N
D A R
Y A
C C E S S R
O A D
N
30'
SCALE: 1"= 30'
60'0
EXIST. ASPHALT SLAB
EXIST. GROUNDING MAT
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. CONCRETE SLAB
EXIST. CATCH BASIN
EXIST. CATCH BASIN
EXIST. OPERATIONS BUILDING
EXIST. COMFORT STATION
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
C U
M B
E R
L A
N D R
IV
E R
Q12-
W P -2
-X -X
X X
X
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C H
E A
T H
A M L
O C
K A
N D D
A M
L O
SHEET ID
H
E A
T H
A M L
O C
K
O V
E R
A L L E
X
IS
T
IN
G C
O N
D
IT
IO
N S
A R
C H E
Q
-3
0̂ .d g n
30/33
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
EXIST. 18" CMP
TO BE RELOCATED
EXIST. LOCK EXHIBIT
EXIST. 15" CMP
ABANDONED IN PLACE
ELEC. TO WAREHOUSE
EXIST. UNDERGROUND 3-3F
E X
IS
T . A
C C E S S R
O A D
EXIST. EDGE OF PAVEMENT
EXIST. 15" CMP
EXIST. 18" CMP
APPROX. LOCATION
EXIST. 6" WATER LINE
APPROX. LOCATION
ASSUMED 6" WATER LINE
APPROX. LOCATION
EXIST. 2" WATER LINE
APPROX. LOCATION
EXIST. 6" WATER LINE
APPROX. LOCATION
ASSUMED 6" WATER LINE
EXIST. 8" SS LINE
EXIST. 8" SS LINE
EXIST. 8" SS LINE
EXIST. LOCK AND KEY GATE
(UNKNOWN DIRECTION)
CORNER OF BUILDING
ELECTRICAL CONDUIT AT
P lo t T im e
P lo t
D a te
F il e N a m e
:2
:0
P
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
GATE POSTS
RIM=389.80
EXIST. CATCH BASIN
SURFACE
PAVED
SURFACE
PAVED
TO REMAIN
EXIST. 7' SECURITY FENCE
REMOVAL OF CURBING
M A
T C
H L
IN
E
PAVEMENT
EXIST. EDGE OF
EXIST. BACK OF CURB
PAVEMENT
EXIST. EDGE OF
E X
IS
T . G
A T E
PAVEMENT
EXIST. EDGE OF
OPTION 3 BOUNDARY
ALIGNMENT
PROJECT CL
REMOVE 36" TREE
AGM 341
CONTROL POINT
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
30/39
10'
SCALE: 1"= 10'
20'0
N
C H
E A
T H
A M L
O C
K
Q -3
0̂ .d g n
A R
C H E
A C
C E
S S R
O A
D
D E
M O
L
IT
IO
N P
L A
N S
H E
E T O
F
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
(1' STRIP)
ASPHALT PAVEMENT
MILL AND REPLACE 1 1/2"
P lo t T im e
P lo t
D a te
F il e N a m e
:2
:1
A
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
X X X X
X X
X
X
X
P lo t T im e
P lo t
D a te
F il e N a m e
:2
:4
A
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
1+671+67
1+671+67
1+60
1+60
1+40
1+40
1+20
1+20
1+00
1+00
0+80
0+80
0+60
0+60
0+40
0+40
0+20
0+20
0+00
0+00
1+371+37
1+20
1+471+47
1+40
1+00
1+20
0+80
1+00
0+60
0+80
0+40
0+60
0+20
0+40
0+00
0+20
0+00
APPROX. LOCATION
EXIST. 6" WATERLINE
TOP=392.09
EXIST. WATER VALVE COVER
I.E.=388.92
RIM=391.49
EXIST. SSMH
REMOVE 24" TREE
REMOVAL OF CURBING
SURFACE
PAVED
REMOVE 36" TREE
TOP=390.99
EXIST. WATER METER COVER
TOP=391.30
EXIST. WATER METER COVER
RIM=388.13
EXIST. CATCH BASIN
TEMP/PRESS GAUGE
RAIN GAUGE
RAIN GAUGE
APPROX. LOCATION
EXIST. 6" WATERLINE
STEPS
APPROX. LOCATION
EXIST. 2" WATERLINE
C O
N C S
ID
E W
A L K
SURFACE
PAVED
I.E.=388.02
RIM=391.32
EXIST. SSMH
EXIST. 8" SS LINE
SURFACE
PAVED
S
ID
E W
A L
K
E: 1608640.81
N: 725816.01
E: 1608701.95
N: 725815.28
E: 1608612.89
N: 725940.00
CONCRETE WALKWAY EDGE
E: 1608648.23
N: 725743.66
REMOVE CONCRETE PAD
M A
T C
H L
IN
E
M A
T C
H L
IN
E
PAVEMENT
EXIST. EDGE OF
PAVEMENT
EXIST. EDGE OF
PAVEMENT
EXIST. EDGE OF
PAVEMENT
EXIST. EDGE OF
PAVEMENT
EXIST. EDGE OF
EXIST. BACK OF CURB
PAVEMENT
EXIST. EDGE OF
EXIST. BACK OF CURB
PAVEMENT
EXIST. EDGE OF
EXIST. GATE
EXIST. GATE POSTS
EXIST. EDGE OF PAVEMENT
60.00ft
EXIST. SS MANHOLE
EXIST. SS MANHOLE
EXIST. SS MANHOLE
EXIST. SS MANHOLE
OPTION 3 BOUNDARY
OPTION 3 BOUNDARY
OPTION 3 BOUNDARY
OPTION 3 BOUNDARY
OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
OPTION 3 BOUNDARY
STATION
COMFORT
EXISTING
BUILDING
OPERATIONS
EXISTING
STATI0N 6+10.81
STATION 7+23.28
STATI0N 7+97.79
STATION 9+31.06
CORNER OF BUILDING
ELECTRICAL CONDUIT AT
SHEET FOR DETAILS)
FENCING NOTES THIS
TO BE REMOVED (SEE
EXIST. 7' SECURITY FENCE
SHEET FOR DETAILS)
FENCING NOTES THIS
TO BE REMOVED (SEE
EXIST. 7' SECURITY FENCE
SURVEY NAIL 1
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
30/40
10'
SCALE: 1"= 10'
20'0
N
C H
E A
T H
A M L
O C
K
D E
M O
L
IT
IO
N P
L A
N S
H E
E T O
F
A R
C H E
Q
-3
0̂ .d g n
A C
C E
S S R
O A
D
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
THE COR.
SECURITY FENCING HAS BEEN INSTALLED AND APPROVED BY
2. NO EXISTING FENCING SHALL BE REMOVED UNTIL ALL NEW
STORED AT A LOCATION DESIGNATED BY THE COR.
HARDWARE SHALL BECOME THE PROPERTY OF THE GOVERNMENT AND
MUST BE NEW MATERIALS. ALL EXISTING SECURITY FENCING AND
1. ALL SECURITY FENCING (FE-6) AND HARDWARE TO BE INSTALLED
FENCING NOTES:
(1' STRIP)
ASPHALT PAVEMENT
MILL AND REPLACE 1 1/2"
X X X X X X X X
X
P lo t T im e
P lo t
D a te
F il e N a m e
:1
:4
A
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
1+751+75
1+60
1+40
1+20
1+00
0+80
0+60
0+40
0+20
0+00
1+691+69
1+60
1+40
1+371+37
1+20 1+20
1+00
1+371+37
1+00
0+80
1+20
0+80
1+871+87
1+80
0+60
1+00
1+60
0+60
1+40
0+40
0+80
1+20
0+40
1+00
0+20
0+60
0+80
0+20
0+60
0+00
0+400+40
0+00
0+20
0+00
0+20
0+00
18" MIN.
M A
T C
H L
IN
E
M A
T C
H L
IN
E
E: 1608292.44
N: 726007.64
E: 1608322.17
N: 725977.98 E: 1608130.37
N: 726167.26
E: 1608221.07
N: 726077.77
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
30/41
10'
SCALE: 1"= 10'
20'0
N
C H
E A
T H
A M L
O C
K
D E
M O
L
IT
IO
N P
L A
N S
H E
E T O
F
A R
C H E
Q
-3
0̂ .d g n
A C
C E
S S R
O A
D
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
18" MIN.
PROPOSED DETENTION POND
APPROX. LOCATION
ASSUMED 6" WATERLINE
REMOVAL OF CURBING
REMOVE 24" TREE
REMOVE 24" TREE
CULVERT
REMOVE 15" CMPCULVERT
REMOVE 18" CMP
REMOVE 36" TREE
SIDEWALK
REMOVE CONCRETE
EXIST/PROPOSED INV=387.41'
STORAGE
BUILDING
GROUNDING MAT
CONCRETE WALKWAY EDGE
REMOVE 15" CMP CULVERT
REMOVE 48" TREE
(1' STRIP)
ASPHALT PAVEMENT
MILL AND REPLACE 1 1/2"
INV=383.63'
TOP=388.21'
EXIST. CATCH BASIN
INV=383.01'
TOP=388.41'
EXIST. CATCH BASIN
(ASSUME 6")
PAVEMENT
REMOVE ASPHALT
(ASSUME 6")
SIDEWALK
REMOVE CONCRETE
CULVERT
REMOVE 18" CMP
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
BASE
EXIST. TOW MACHINERY
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. BACK OF CURB
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. AIR VENT
TO BE RE-LOCATED
GROUNDING MAT
(FULL DEPTH)
SAWCUT 47' ASPHALT
OPTION 1 BOUNDARY
BASE CONTRACT BOUNDARY
BASE CONTRACT BOUNDARY
BASE CONTRACT BOUNDARY
OPTION 1 BOUNDARY OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
OPTION 2 BOUNDARY OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
BASE CONTRACT BOUNDARY
ABANDONED IN PLACE
ELEC. TO WAREHOUSE
EXIST. UNDERGROUND 3-3F
STATION 2+61.43
STATION 3+51.20
STATION 4+23.46
STATION 4+84.22
SURVEY NAIL 2
Q12-30/40 FOR DETAILS)
NOTES ON SHEET
FENCE (SEE FENCING
REMOVE 7' SECURITY
X X X
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:0
A
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
1+361+36
1+20
1+00
0+80
0+60
0+40
0+20
0+00
0+00
0+20
0+40
0+60
0+80
1+00
1+20
1+271+27
M A
T C
H L
IN
E
E: 1608001.11
N: 726293.25
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
30/42
C H
E A
T H
A M L
O C
K
D E
M O
L
IT
IO
N P
L A
N S
H E
E T O
F
A R
C H E
Q
-3
0̂ .d g n
A C
C E
S S R
O A
D
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
PRIOR TO REMOVAL OF EXISTING FENCE.
1. CONTRACTOR TO HAVE TEMPORARY FENCE IN PLACE
NOTES:
I.E.=380.79
RIM=388.99
EXIST. SSMH
I.E.=380.19
RIM=390.99
EXIST. SSMH
EXIST. 8" SS LINE
REMOVE 48" TREE
GRAVEL DRIVE
EXIST. INV=387.99'
ELIPTICAL CMP
EXIST. 12"x24"
EXIST. GUARDRAIL
CABLE GATE
SURFACE
PAVED
SURFACE
PAVED
SURFACE
PAVED
CONCRETE
(1' STRIP)
ASPHALT PAVEMENT
MILL AND REPLACE 1 1/2"
18" MIN.
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. DITCH TOP
EXIST. DITCH BOTTOM
EXIST. DITCH BOTTOM
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
SECTION 0+14.97 SECTION 1+41.24
DETAILS)
ON SHEET Q12-30/40 FOR
FENCE (SEE FENCING NOTES
REMOVE 7' SECURITY
EXIST. INV=388.44'
CONTROL POINT L-57
EXIST. 8" SS LINE
P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
SHEET ID
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
W P -2
-X -X
X X
X
30/43
A R
C H E
SCALE:1"=60'
120'60'
C H
E A
T H
A M L
O C
K
A C
C E
S S R
O A
D
L O
C K V
A L
V E D
IS
P L
A Y R
E L
O C
A T
IO
N P
L A
N Q
-3
0̂ .d g n
REMOVED AND STOCKPILED ON SITE FOR THE DISPLAY.
4. THE CONTRACTOR SHALL USE THE EXISTING 7' SECURITY FENCING
MEASURES IF DEEMED NECESSARY.
OF PROVIDING ADDITIONAL EROSION CONTROL AND SWPPP
PRACTICE SUGGESTIONS AND DO NOT ALLEVIATE THE CONTRACTOR
DISPLAYED IN THE PLANS REPRESENT MINIMUM BEST MANAGMENT
CONSTRUCTION PERIOD. EROSION CONTROL MEASURES
EROSION OR SEDIMENT CONTROL IS NEEDED DURING THE
PRACTICES (BMPs) ARE REQUIRED WHERE IT IS EVIDENT THAT
3. AT A MINIMUM, EROSION CONTROL BEST MANAGEMENT
GROUND.
6" #57 STONE BASE IS FLUSH WITH THE ADJACENT EXISTING
MUST EXCAVATE THE PROPOSED SITE TO ENSURE THE
SHALL HAVE A 6" BASE OF #57 STONE. THE CONTRACTOR
2. THE PROPOSED SITE FOR THE LOCK VALVE DISPLAY
COR AND OPERATIONS PERSONNEL.
AT THE PROPOSED SITE SHALL BE DETERMINED BY THE
1. THE EXACT LOCATION OF THE LOCK VALVE DISPLAY
GENERAL NOTES:
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
E X
IS
T . A
C C E S S R
O A D
E X
IS
T . S
E C
O N
D A R
Y A
C C E S S R
O A D
E X
IS
T . P
A R
K
IN
G A
R E
A
FENCE TO BE REMOVED
EXIST. 4' CHAIN LINK
DISPLAY LOCATION
EXIST. LOCK VALVE
DISPLAY LOCATION
EXIST. LOCK VALVE
DISPLAY LOCATION
PROPOSED LOCK VALVE
(SEE NOTE 4.)
LOCK VALVE DISPLAY
FENCE AROUND RELOCATED
INSTALL 7' SECURITY
N
P lo t T im e
P lo t
D a te
F il e N a m e
:5
:4
A
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
GATE POSTS
RIM=389.80
EXIST. CATCH BASIN
SURFACE
PAVED
SURFACE
PAVED
TO REMAIN
EXIST. 7' SECURITY FENCE
W/ 3" ASPHALT BASE COURSE
1 1/2" ASPHALT SURFACE COURSE
E: 1608685.39
N: 725707.96
(1' STRIP)
OF ASPHALT PAVEMENT
REPLACE 1 1/2"
EXIST. EDGE OF PAVEMENT
E X
IS
T . G
A T E
EXIST. EDGE OF PAVEMENT
EXIST. BACK OF CURB
PAVEMENT
EXIST. EDGE OF
M A
T C
H L
IN
E
E: 1608685.39
N: 725707.96
E: 1608686.14
N: 725708.96
E: 1608685.26
N: 725680.65
OF CURB
PROPOSED BACK
OPTION 3 BOUNDARY
CONTROL POINT AGM 341
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
10'
SCALE: 1"= 10'
20'0
N
30/44
C H
E A
T H
A M L
O C
K
Q -3
0̂ .d g n
A R
C H E
A C
C E
S S R
O A
D
IM
P
R O
V E
M E
N T S S
H E
E T O
F
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
P lo t T im e
P lo t
D a te
F il e N a m e
:4
:3
A
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
X X X X
X X
X
X
X
P lo t T im e
P lo t
D a te
F il e N a m e
:2
:3
A
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
1+671+67
1+671+67
1+60
1+60
1+40
1+40
1+20
1+20
1+00
1+00
0+80
0+80
0+60
0+60
0+40
0+40
0+20
0+20
0+00
0+00
1+371+37
1+20
1+471+47
1+40
1+00
1+20
0+80
1+00
0+60
0+80
0+40
0+60
0+20
0+40
0+00
0+20
0+00
APPROX. LOCATION
EXIST. 6" WATERLINE
TOP=392.09
EXIST. WATER VALVE COVER
I.E.=388.92
RIM=391.49
EXIST. SSMH
W/ 3" ASPHALT BASE COURSE
1 1/2" ASPHALT SURFACE COURSE
SURFACE
PAVED
TOP=390.99
EXIST. WATER METER COVER
TOP=391.30
EXIST. WATER METER COVER
RIM=388.13
EXIST. CATCH BASIN
GATE POSTS
APPROX. LOCATION
EXIST. 6" WATERLINE
STEPS
APPROX. LOCATION
EXIST. 2" WATERLINE
C O
N C S
ID
E W
A L K
SURFACE
PAVED
I.E.=388.02
RIM=391.32
EXIST. SSMH
EXIST. 8" SS LINE
18" RCP
INSTALL
SURFACE
PAVED
S
ID
E W
A L
K
TO BE REMOVED
EXIST. 7' SECURITY FENCE
R=97.8°
E: 1608676.97
N: 725875.16
E: 1608595.68
N: 725893.53
E: 1608641.14
N: 725847.50
R=22.5°
R=22.5°
E: 1608564.21
N: 725892.67
E: 1608640.81
N: 725816.01
E: 1608701.95
N: 725815.28
E: 1608612.89
N: 725940.00
CONCRETE WALKWAY EDGE
.0
.0
E: 1608648.23
N: 725743.66
(1' STRIP)
ASPHALT PAVEMENT
REPLACE 1 1/2"
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
PAVEMENT
EXIST. EDGE OF
PAVEMENT
EXIST. EDGE OF
PAVEMENT
EXIST. EDGE OF
EXIST. EDGE OF PAVEMENT
EXIST. GATE
PAVEMENT
EXIST. EDGE OF
BACK OF CURB
EXIST.
M A
T C
H L
IN
E
M A
T C
H L
IN
E
E: 1608500.48
N: 725828.10
E: 1608527.05
N: 725865.83
E: 1608484.36
N: 725897.29
E: 1608491.38
N: 725904.42
E: 1608534.16
N: 725862.35
INV=388.00'
TOP=390.50'
4'x4' CATCH BASIN
CONSTRUCTE: 1608487.53
N: 725901.22
INV=387.92'
CONSTRUCTED
CONSTRUCTED DITCH CL
EXIST. SS MANHOLE COVER
EXIST. SS MANHOLE COVER
EXIST. SS MANHOLE COVER
EXIST. SS MANHOLE COVER
DITCH INV=387.79'
CONSTRUCTED
E: 1608575.27
N: 725898.15
E: 1608640.29
N: 725816.54
E: 1608595.14
N: 725892.98 OF CURB
PROPOSED BACK
OF CURB
PROPOSED BACK
E: 1608677.52
N: 725875.66
E: 1608614.00
N: 725939.95
E: 1608702.67
N: 725815.81
E: 1608649.44
N: 725743.54
OF CURB
PROPOSED BACK
OPTION 3 BOUNDARY
OPTION 3 BOUNDARY
OPTION 3 BOUNDARY
OPTION 3 BOUNDARY
OPTION 3 BOUNDARY
OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
EXIST. TEMP/PRESS GAUGE
EXIST. RAIN GAUGE
EXIST. RAIN GAUGE
BUILDING
OPERATIONS
EXIST.
STATION
COMFORT
EXIST.
STATI0N 6+10.81
STATION 7+23.78
STATI0N 7+97.79
STATION 9+31.06
HEADWALL
CONSTRUCT CONCRETE
(DIRECTION UNKNOWN)
AT CORNER OF BUILDING
ELECTRICAL CONDUIT
FOR DETAILS)
ON SHEET Q12-30/40
(SEE FENCING NOTES
SECURITY FENCE
INSTALL NEW 7'
FOR DETAILS)
ON SHEET Q12-30/40
(SEE FENCING NOTES
SECURITY FENCE
INSTALL NEW 7'
SURVEY NAIL 1
E: 1608636.31
N: 725814.19
FOR DETAILS)
ON SHEET Q12-30/40
(SEE FENCING NOTES
SECURITY FENCE
INSTALL NEW 7'
E: 1608534.16
N: 725862.35
E: 1608500.12
N: 725828.44
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
10'
SCALE: 1"= 10'
20'0
N
30/45
C H
E A
T H
A M L
O C
K
Q -3
0̂ .d g n
A R
C H E
A C
C E
S S R
O A
D
IM
P
R O
V E
M E
N T S S
H E
E T O
F
F
M
IL
L S
G P
A G
A N I
G .P
A G
A N I
B E
N
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
BACK OF CURB
EXIST.
f t (T
Y P
PARKING CURB (TYP)
INSTALL STANDARD 6' CONCRETE
.2 f t 6 .1 f t
5'(TYP)
X X X X X X X X
X
P lo t T im e
P lo t
D a te
F il e N a m e
:5
:1
A
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
1+751+75
1+60
1+40
1+20
1+00
0+80
0+60
0+40
0+20
0+00
1+691+69
1+60
1+40
1+371+37
1+20 1+20
1+00
1+371+37
1+00
0+80
1+20
0+80
1+871+87
1+80
0+60
1+00
1+60
0+60
1+40
0+40
0+80
1+20
0+40
1+00
0+20
0+60
0+80
0+20
0+60
0+00
0+400+40
0+00
0+20
0+00
0+20
0+00
40.00ft
.0 ft
.5 ft
SEE SHEET Q12-30/32 FOR DETAILS
PROPOSED DETENTION POND
f t (T
Y P
.3 f t
M A
T C
H L
IN
E
M A
T C
H L
IN
E
DITCH INV=387.79'
CONSTRUCTED
DITCH INV=388.80'
CONSTRUCTED
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
10'
SCALE: 1"= 10'
20'0
N
C H
E A
T H
A M L
O C
K
30/46
A R
C H E
Q
-3
0̂ .d g n
A C
C E
S S R
O A
D
IM
P
R O
V E
M E
N T S S
H E
E T O
F
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
READY TO ADVERTISE
J U
N E
B
R O
H R
B A
C H
APPROX. LOCATION
ASSUMED 6" WATERLINE
W/ 3" ASPHALT BASE COURSE
1 1/2" ASPHALT SURFACE COURSE
EXIST/PROPOSED INV=387.41'
X X
EDGE OF ASPHALT PAVEMENT
MATCH PCC SLAB TO
STORAGE
BUILDING
GROUNDING MAT
CONCRETE WALKWAY EDGE
18" MINIMUM
6" MINIMUM
18" MINIMUM
6" MINIMUM
(1' STRIP)
ASPHALT PAVEMENT
REPLACE 1 1/2"
EXIST. EDGE OF PAVEMENT EXIST. EDGE OF PAVEMENT
EXIST. BACK OF CURBEXIST. BACK OF CURB
EXIST. EDGE OF PAVEMENT
EXIST. BACK OF CURB
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. AIR VENT
BASE
EXIST. TOW MACHINERY
EXIST. EDGE OF PAVEMENT
E: 1608318.26
N: 726009.31
E: 1608331.75
N: 725996.08
E: 1608344.57
N: 726041.95
INV=387.62'
PROPOSED
E: 1608364.59
N: 726022.19
INV=387.66'
PROPOSED
E: 1608343.97
N: 726035.43
E: 1608358.25
N: 726021.38
E: 1608302.89
N: 726085.51
E: 1608303.61
N: 726075.00
E: 1608309.74
N: 726092.53
E: 1608309.74
N: 726076.10
E: 1608292.44
N: 726007.64
E: 1608130.37
N: 726167.26
E: 1608322.17
N: 725977.98
E: 1608221.07
N: 726077.77
CONSTRUCTED DITCH CL
CONSTRUCTED DITCH CL
ELEV=391.30'
CONSTRUCTED SLAB ELEV=391.30'
CONSTRUCTED SLAB
24" CMP
INSTALL
EACH WAY
WITH #4@12" T&B
CONSTRUCT 8" SLAB
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
BASE CONTRACT BOUNDARY
BASE CONTRACT BOUNDARY
OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
BASE CONTRACT BOUNDARY
OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
OPTION 2 BOUNDARY
BASE CONTRACT BOUNDARY OPTION 2 BOUNDARY
STATION 2+61.43
STATION 3+51.20
STATION 4+23.46
STATION 4+84.22
HEADWALL
CONSTRUCT CONCRETE
HEADWALL
CONSTRUCT CONCRETE
EXIST. WATER VALVE
EXIST. WATER VALVE
SEE SHEET Q12-30/35 FOR DETAILS
CONSTRUCT STOPLOG SLAB
FOR SLAB DRAINAGE DETAILS
SEE SHEET Q12-30/35
PARKING CURB (TYP)
INSTALL STANDARD 6' CONCRETE
FOR DETAILS)
ON SHEET Q12-30/40
(SEE FENCING NOTES
SECURITY FENCE
INSTALL NEW 7'
2 IS NOT AWARDED
OPTION 1 IS AWARDED AND OPTION
FENCE SHALL ONLY BE REQUIRED IF
THIS PORTION OF NEW 7' SECURITY
SURVEY NAIL 2
E: 1608304.97
N: 726087.65
E: 1608318.36
N: 726076.68
E: 1608247.39
N: 726143.84
E: 1608215.75
N: 726111.42
PAVEMENT
NEW ASPHALT
PROPOSED EDGE OF
FOR DETAILS)
ON SHEET Q12-30/40
(SEE FENCING NOTES
SECURITY FENCE
INSTALL NEW 7'
DETAILS)
(SEE Q12-30/58 FOR
INSTALL SWING GATES
X X X
P lo t T im e
P lo t
D a te
F il e N a m e
:2
:1
A
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
1+361+36
1+20
1+00
0+80
0+60
0+40
0+20
0+00
0+00
0+20
0+40
0+60
0+80
1+00
1+20
1+271+27
M A
T C
H L
IN
E
DITCH INV=388.80'
CONSTRUCTED
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
30/47
C H
E A
T H
A M D
A M
10'
SCALE: 1"= 10'
20'0
N
A R
C H E
Q
-3
0̂ .d g n
A C
C E
S S R
O A
D
IM
P
R O
V E
M E
N T S S
H E
E T O
F
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
READY TO ADVERTISE
J U
N E
I.E.=380.79
RIM=388.99
EXIST. SSMH
I.E.=380.19
RIM=390.99
EXIST. SSMH
EXIST. 8" SS LINE
W/ 3" ASPHALT BASE COURSE
1 1/2" ASPHALT SURFACE COURSE
GRAVEL DRIVE
INV=389.50'
BEGIN PROPOSED CL DITCH
EXIST. INV=387.99'
ELIPTICAL CMP
EXIST. 12"x24"
EXIST. GUARDRAIL
EXIST. INV=388.44'
CABLE GATE
SURFACE
PAVED
SURFACE
PAVED
SURFACE
PAVED
CONCRETE
(1' STRIP)
ASPHALT PAVEMENT
REPLACE 1 1/2"
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
E: 1607963.14
N: 726330.12
E: 1608006.47
N: 726374.76
E: 1608001.11
N: 726293.25
E: 1607999.03
N: 726306.02
E: 1608013.66
N: 726310.84
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
OPTION 1 BOUNDARY
SECTION 1+41.24SECTION 0+14.97
SURFACE
PROPOSED ASPHALT
TO BE FLUSH WITH THE
RAISE MANHOLE COVER
FOR DETAILS)
ON SHEET Q12-30/40
FENCE (SEE FENCING NOTES
SECURITY INSTALL NEW 7'
FOR DETAILS)
ON SHEET Q12-30/40
FENCE (SEE FENCING NOTES
SECURITY INSTALL NEW 7'
CONTROL POINT L-57
E: 1608008.21
N: 726377.26
E: 1607962.43
N: 726330.10
E: 1607988.49
N: 726304.81
NEW ASPHALT PAVEMENT
OF PROPOSED EDGE
FENCE INTO EXISTING FENCING
TIE PROPOSED NEW SECURITY
FOR DETAILS
SEE SHEET Q12-30/58
INSTALL SWING GATES
EXISTING GROUNDEXISTING GROUND
390.97' 4.00ft
390.54'
1.5:1 SIDE SLOPE (MIN.)
MATERIAL
EARTHEN CUT
10:1 SLOPE
390.50'
4.00ft
390.03'
1.5:1 SIDE SLOPE (MIN.)
EXISTING GUARDRAIL
MATERIAL
EARTHEN CUT
(95% PROCTOR DENSITY)
COMPACTED EARTHEN BACKFILLEXISTING GROUND
SUBGRADE
SHAPE AND COMPACT
SUBGRADE
SHAPE AND COMPACT
12" OF TDOT #2 STONE SUBBASE
12" OF TDOT #2 STONE SUBBASE
0.25'(TYP)
0.50'(TYP)
1.00'(TYP)
6" OF #57 STONE BASE
6" OF #57 STONE BASE
3" AC MIX (PG64-22) GR "B-M2"
1 1/2" ACS (PG64-22) GR "D"
3" AC MIX (PG64-22) GR "B-M2"
OF SHOULDER)
FENCE (1' FROM EDGE
INSTALL NEW 7' SECURITY
OF SHOULDER)
FENCE (1' FROM EDGE
INSTALL NEW 7' SECURITY
OF ASPHALT)
FENCE (6" FROM EDGE
INSTALL NEW 7' SECURITY
FENCING TO BE REMOVED
EXIST. 7' SECURITY
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
Q -3
0̂ .d g n
C H
E A
T H
A M L
O C
K
A C
C E
S S R
O A
D W
ID
E
N
IN
G
30/48
N .T .S
P R
O F
IL
E S
T A
T
IO
N S
.9
A
N D
.2
A
R C
H E
0 2.5' 5'5' 10'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
READY TO ADVERTISE
J U
N E
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B R
O H
R B
A C
H
(95% PROCTOR DENSITY)
COMPACTED EARTHEN BACKFILL
1 1/2" ACS (PG64-22) GR "D"
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:2
A
M
/5 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
400400
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION 0+14.97
STATION 1+41.24
FABRIC
12 OZ. GEOTEXTILE
(95% PROCTOR)
COMPACTED EARTHEN BACKFILL
EXISTING GROUND
391.22'
OF SHOULDER)
FENCE (1' FROM EDGE
INSTALL 7' SECURITY
390.63'
1.5:1 SIDE SLOPE (MIN.)
INV.=387.41'
(95% PROCTOR DENSITY)
COMPACTED EARTHEN BACKFILL
4.00ft
INV.=387.40'
FABRIC
12 OZ. GEOTEXTILE
(95% PROCTOR)
COMPACTED EARTHEN BACKFILL
391.11'
(95% PROCTOR DENSITY)
COMPACTED EARTHEN BACKFILL
390.52'
OF SHOULDER)
FENCE (1' FROM EDGE
INSTALL 7' SECURITY
1.5:1 SIDE SLOPE (MIN.)
MATERIAL
EARTHEN CUT
EXISTING GROUND
4.00ft
SUBGRADE
SHAPE AND COMPACT
SUBGRADE
SHAPE AND COMPACT
SUBGRADE
SHAPE AND COMPACT
EXIST. 15" CMP
6" OF #57 STONE BASE
12" OF TDOT #2 STONE SUBBASE
BASE
12" OF #57 STONE
STONE BASE
12" OF #57
12" OF TDOT #2 STONE SUBBASE
6" OF #57 STONE BASE
391.06'
390.96'
STORAGE SLAB
CONSTRUCT STOPLOG
STORAGE SLAB
CONSTRUCT STOPLOG
1 1/2" ACS (PG64-22) GR "D"
3" AC MIX (PG64-22) GR "B-M2"
1 1/2" ACS (PG64-22) GR "D"
3" AC MIX (PG64-22) GR "B-M2"
TO BE REMOVED
EXIST. FENCING
TO BE REMOVED
EXIST. FENCING
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
Q -3
0̂ .d g n
C H
E A
T H
A M L
O C
K
A C
C E
S S R
O A
D W
ID
E
N
IN
G N .T .S
30/49
P R
O F
IL
E S
T A
T
IO
N S
.4
A
N D
.2
0 2.5' 5'5' 10'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
A R
C H E
READY TO ADVERTISE
J U
N E
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
P lo t T im e
P lo t
D a te
F il e N a m e
:5
:3
P
M
/4 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
400400
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80
E L E
V A
T
IO
N
E L E
V A
T
IO
N
400400
400400
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION 2+61.43
STATION 3+51.20
CMP CULVERT
INSTALL 15"
FENCE TO BE REMOVED
EXIST. 7' SECURITY
391.33'
EXISTING GROUND
390.80'
2.00ft
TO BE REMOVED
EXIST. 18" CMP
(95% PROCTOR DENSITY)
COMPACTED EARTHEN BACKFILL
(95% PROCTOR DENSITY)
COMPACTED EARTHEN BACKFILL
OF PAVEMENT)
FENCE (6" FROM EDGE
INSTALL 7' SECURITY
SLOPE (MIN.)
1.5:1 SIDE
MATERIAL
EARTHEN CUT
CMP CULVERT
INSTALL 24"
SLABS TO BE REMOVED
EXIST. PCC AND ASPHALT
TO BE REMOVED
EXIST. 18" CMP
EXISTING GROUND
391.30'
(95% PROCTOR DENSITY)
COMPACTED EARTHEN BACKFILL
MATERIAL
EARTHEN CUT
1.5:1 SIDE SLOPE (MIN.)
OF SHOULDER)
FENCE (1' FROM EDGE
INSTALL 7' SECURITY
FENCE TO BE REMOVED
EXIST. 4' SECURITY
FENCE TO BE REMOVED
EXIST. 4' SECURITY
4.00ft
SUBGRADE
SHAPE AND COMPACT
SUBGRADE
SHAPE AND COMPACT
VEHICLE SLAB
CONSTRUCT 8"
12" OF TDOT #2 STONE SUBASE
6" OF #57 STONE BASE
BASE
6" OF #57 STONE
12" OF TDOT #2 STONE SUBBASE
6" OF #57 STONE BASE
391.25'
1 1/2" ACS (PG64-22) GR "D"
3" AC MIX (PG64-22) GR "B-M2"
1 1/2" ACS (PG64-22) GR "D"
3" AC MIX (PG64-22) GR "B-M2"
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
Q -3
0̂ .d g n
30/50
C H
E A
T H
A M L
O C
K
A C
C E
S S R
O A
D W
ID
E
N
IN
G N .T .S
P R
O F
IL
E S
T A
T
IO
N S
.4
A
N D
.2
0 2.5' 5'5' 10'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
A R
C H E
READY TO ADVERTISE
J U
N E
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
390.62'
P lo t T im e
P lo t
D a te
F il e N a m e
:2
:4
A
M
/4 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
400400
400400
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
E L E
V A
T
IO
N
E L E
V A
T
IO
N
400400
400400
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION 4+23.46
STATION 4+84.22
FENCE TO BE REMOVED
EXIST. 7' SECURITY
391.15'
390.75'
EXISTING GROUND
EXISTING GROUND
FENCE TO BE REMOVED
EXIST. 7' SECURITY
391.30'
390.80'
2.00ft
MATERIAL
EARTHEN CUT
SLOPE (MIN.)
1.5:1 SIDE
(95% PROCTOR DENSITY)
COMPACTED EARTHEN BACKFILL
SUBGRADE
SHAPE AND COMPACT
12" OF TDOT #2 STONE SUBBASE
6" OF #57 STONE BASE
12" OF TDOT #2 STONE SUBBASE
6" OF #57 STONE BASE
1 1/2" ACS (PG64-22) GR "D"
3" AC MIX (PG64-22) GR "B-M2"
1 1/2" ACS (PG64-22) GR "D"
3" AC MIX (PG64-22) GR "B-M2"
OF PAVEMENT)
FENCE (6" FROM EDGE
INSTALL NEW 7' SECURITY
OF PAVEMENT)
FENCE (6" FROM EDGE
INSTALL NEW 7' SECURITY
TO BE REMOVED
EXIST. CURB
TO BE REMOVED
EXIST. CURB
W P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
Q -3
0̂ .d g n
30/51
H
E A
T H
A M L
O C
K
A C
C E
S S R
O A
D W
ID
E
N
IN
G
P R
O F
IL
E S
T A
T
IO
N S
.8
A
N D
.7
N .T .S
0 2.5' 5'5' 10'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
A R
C H E
READY TO ADVERTISE
J U
N E
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
P lo t T im e
P lo t
D a te
F il e N a m e
:1
:5
A
M
/4 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
400400
400400
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION 7+23.78
400400
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
E L E
V A
T
IO
N
E L E
V A
T
IO
STATION 6+10.81
P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
P L
O T S
C A
L E
F
IL
E N
A M
E
W P -2
-X -X
X X
X
Q12-
L O
C K
C H
E A
T H
A M L
O C
K A
N D D
A M
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R
Q -3
0̂ .d g n
30/52
C H
E A
T H
A M L
O C
K
A C
C E
S S R
O A
D W
ID
E
N
IN
G N .T .S
P R
O F
IL
E S
T A
T
IO
N S
.7
A
N D
.0
0 2.5' 5'5' 10'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
A R
C H E
READY TO ADVERTISE
J U
N E
F
M
IL
L S
G P
A G
A N I
G P
A G
A N I
B
R O
H R
B A
C H
EXISTING GROUND
391.67'
MATERIAL
EARTHEN CUT
391.75'
391.85'
10:1 SIDE SLOPE
391.92'
390.96'
390.63'
EXISTING GROUND
EXIST. COMFORT STATION
CURB
MOUNTABLE
INSTALL
INSTALL MOUNTABLE CURB
12" TDOT #2 STONE SUBBASE
6" #57 STONE BASE
SUBBASE
12" TDOT #2 STONE
BASE
6" #57 STONE
INSTALL MOUNTABLE CURB
12" TDOT #2 STONE SUBBASE
6" #57 STONE BASE
1 1/2" ACS (PG64-22) GR "D"
3" AC MIX (PG64-22) GR "B-M2"
1 1/2" ACS (PG64-22) "D"
3" AC MIX (PG64-22) GR "B-M2"
1 1/2" ACS (PG64-22) GR "D"
3" AC MIX (PG64-22) GR "B-M2"
BE REMOVED
EXIST. CURB TO
BE REMOVED
EXIST. CURB TO
BE REMOVED
EXIST. CURB TO
MATERIAL
EARTHEN CUT
MATERIAL
EARTHEN CUT
P lo t T im e
P lo t
D a te
F il e N a m e
:5
:3
A
M
/4 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
410410
410410
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION 7+97.79
400400
400400
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80
E L E
V A
T
IO
N
E L E
V A
T
IO
STATION 9+31.06
P -2
-B -0
N A
S H
V
IL
L E D
IS
T R
S H
V
IL
L E T
N
-3
T H A
V E
N U
E S
O U
T H
SHEET ID
C U
M B
E R
L A
N D R
IV
E R
Q12-
SMOOTH EDGE
SMOOTH EDGE
ELASTOMERIC COMPRESSION JOINT SEAL
3/4" EXPANSION JOINT DETAIL WITH PREFORMED
P -2
-X -X
X X
X
Q -3
0̂ .d g n
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
C H
E A
T H
A M L
O C
K A
N D D
A M
L O
S
W C
U T A
N D C
O N
S T
R U
C T
IO
N
J O
IN
T D
E T
A
IL
S N .T .S
30/53
JOINT SEALANT DETAIL
SAW CUT AND CONTRACTION
A R
C H E
6. EDGES OF ALL JOINTS SHALL BE FINISHED ON 1/4" RADII.
DEPICTED IS GENERAL.
5.SUBMIT PROPOSED DOWEL BASKET ASSEMBLY FOR CONTRACTING OFFICER APPROVAL; CONFIGURATION
ARE PLUMB.
4. THE JOINTS ARE TO BE FORMED AND CONSTRUCTED TO A TRUE LINE AND HAVE VERTICAL FACES THAT
SPECIFICATIONS.
3. THE ELASTOMERIC COMPRESSION SEALS AND LUBRICANT-ADHESIVE SHALL CONFORM TO AASHTO M220
2. THE SEAL CONFIGURATION SHOWN IS GENERAL AND MAY VARY WITH JOINT TYPE AND MANUFACTURER.
SPECIFICATION REQUIREMENTS.
CERTIFICATION FROM THE MANUFACTURER STATING THE LUBRICATING ADHESIVE MATERIAL MEETS THE
USED COMPLIES WITH THE SPECIFICATION REQUIREMENTS. THE CONTRACTOR SHALL FURNISH A
CONTRACTING OFFICER A CERTIFIED COPY OF THE TEST RESULTS INDICATING THAT THE MATERIAL TO BE
SEALING JOINTS IN CONCRETE PAVEMENT. THE CONTRACTOR IS REQUIRED TO FURNISH THE
1. THE ELASTOMERIC JOINT SEALS SHALL BE THE OPEN-CELL COMPRESSION TYPE INTENDED FOR USE IN
NOTES:
READY TO ADVERTISE
J U
N E
B E
N
R O
H R
B A
C H
P lo t T im e
P lo t
D a te
F il e N a m e
:1
:5
A
M
/4 /2 c u s e rs \h e c x g a p \d o c u m e n ts \p w \c e lr n \d
\Q
-3
0̂ .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
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