TPlans_W912P522B0023_BAR Drainage Remediation_RTA.pdf
PDF 19 MB Posted
- Attached to
- Barkley Dam Drainage Remediation Federal contract opportunity
- Solicitation number
- W912P522B0023
About this file
This document outlines a federal solicitation for drainage remediation services at Barkley Dam. The Nashville District of the U.S. Army Corps of Engineers is seeking a contractor to perform earthwork, culvert installation, site grading, and stone placement to improve drainage near the toe of the Barkley Dam embankment. The work also includes modifying instrumentation components and access roads within the construction area. The solicitation is a 100% small business set-aside with an estimated value between $250,000 and $500,000. The performance period is 365 calendar days from notice to proceed. Interested parties must register to attend a mandatory site visit on August 10, 2022 and submit all proposals electronically through the Army's PIEE system by the deadline.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P522B0023 - OF 1419.pdf | ||
| W912P522B0023 - OF 1419A.pdf | ||
| W912P522B0023 Amendment 0002 final.pdf | ||
| tplans_w912p522b0023_bar drainage remediation_am2_signed.pdf | ||
| tspecs_w912p522b0023_bar drainage remediation_amendment 0002.pdf | ||
| W912P522B0023 Amendment 0001.pdf | ||
| W912P522B0023 Solicitation Final.pdf | ||
| Foreign National Security Access Form (Barkley).pdf | ||
| TSpecs_W912P522B0023_BAR Drainage Remediation_RTA_29JUL22.pdf | ||
| US Citizen Security Access Form (Barkley).pdf |
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Text version
Nashville District of Engineers
US Army Corps
W912P5-22-B-0023
BARKLEY LOCK AND DAM
CUMBERLAND RIVER
LYON COUNTY, KENTUCKY
Plans For
DRAINAGE REMEDIATION
BARKLEY DAM
July 2022
READY TO ADVERTISE
Submitted:
A. Bruce Rogers, P.G.
(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:
M. Philip Evans, P.E.
Chief, Civil Design Branch
Approved:
Benjamin L. Rohrbach, P.E.
Chief, Engineering Construction Division
Project Technical Lead
Approval Recommended:
SITE
BARKLEY LOCK
BARKLEY DAM
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US Army Corps
TENNESSEE
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PROJECT
INDIANAR.
LOUISVILLE
SCALE: 1' = 5 MILES
VICINITY MAP
NOT TO SCALE
LOCATION MAP
LAKE BARKLEYKENTUCKY LAKE
Q9-64/151
Q9-64/150
Q9-64/149
Q9-64/148
Q9-64/147
Q9-64/146
Q9-64/145
Q9-64/144
Q9-64/143
Q9-64/142
Q9-64/141
Q9-64/140
Q9-64/139
Q9-64/138
Q9-64/137
Q9-64/136
Q9-64/135
Q9-64/134
Q9-64/133
Q9-64/132
Q9-64/131
Q9-64/130
Q9-64/129
Q9-64/128
Q9-64/127
Q9-64/126
Q9-64/125
Q9-3/82
Q9-0/6
FILE NUMBER
C-401
C-311
C-310
C-309
C-308
C-307
C-306
C-305
C-304
C-303
C-302
C-301
C-215
C-214
C-213
C-212
C-211
C-210
C-209
C-208
C-207
C-206
C-205
C-204
C-203
C-202
C-201
C-001
G-001
SHEET ID
DETAILS
CROSS SECTIONS STA. 46+00 TO STA. 49+00
CROSS SECTIONS STA. 43+00 TO STA. 45+00
CROSS SECTIONS STA. 40+00 TO STA. 42+00
CROSS SECTIONS STA. 37+00 TO STA. 39+00
CROSS SECTIONS STA. 34+00 TO STA. 36+00
CROSS SECTIONS STA. 30+00 TO STA. 33+00
CROSS SECTIONS STA. 26+00 TO STA. 29+00
CROSS SECTIONS STA. 22+00 TO STA. 25+00
CROSS SECTIONS STA. 18+00 TO STA. 21+00
CROSS SECTIONS STA. 14+00 TO STA. 17+00
CROSS SECTIONS STA. 10+00 TO STA. 13+00
DITCH C CROSS SECTIONS
DITCH C PLAN AND PROFILE
DITCH B CROSS SECTIONS
DITCH B PLAN AND PROFILE
DITCH A PLAN AND PROFILE 8
DITCH A PLAN AND PROFILE 7
DITCH A PLAN AND PROFILE 6
DITCH A PLAN AND PROFILE 5
DITCH A PLAN AND PROFILE 4
DITCH A PLAN AND PROFILE 3
DITCH A PLAN AND PROFILE 2
DITCH A PLAN AND PROFILE 1
GRADING AND DRAINAGE PLAN 3
GRADING AND DRAINAGE PLAN 2
GRADING AND DRAINAGE PLAN 1
GENERAL PLAN AND NOTES
PROJECT VICINITY, LOCATION AND DRAWING INDEX
DRAWING TITLE
FILE NUMBER DRAWING TITLE
Q9-52/14 BARKLEY DAM - RIGHT EMBANKMENT TOE DRAINAGE IMPROVEMENT
REFERENCE DRAWINGS
N
STAGING AREA
GATED SITE ACCESS
GATED SITE ACCESS
FACE OF POWERHOUSE STRUCTURE
STA. 0+00 IS LOCATED AT THE EAST
ARBITRARY PROJECT BASELINE
WETLANDS AREA 1 AND 2
WETLANDS AREA 3
BAT HABITAT TREE
TREE
HABITAT
(2) BAT
RE-ESTABLISH DITCH B
RE-ESTABLISH DITCH C
RE-ESTABLISH DITCH A
CULVERT C1
REPLACE
REMOVE AND
CLEAR AND GRUB IMMEDIATELY DOWSTREAM OF THE CULVERT
REMOVE AND REPLACE CULVERT B1
REMOVE AND REPLACE CULVERT B2
WAREHOUSE ROAD
PZ ROAD
PZ ROAD
CULVERT C2 TO REMAIN
5 FOOT INTERVAL
LIDAR CONTOUR
(TREES)
STORAGE/STAGING AREA
SWITCHYARD
REMOVE 12" CMP AND RESTORE ROAD
REMOVE 12" CMP AND RESTORE ROAD
RE-ESTABLISH DITCH A
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US Army Corps
CP 1
CP 2
NAIL
1A
PZPZPZ
e_water 924851.66 358.45 e_water 924808.27 358.45
45.34 S73.18° W 45.34
e_water 924782.62 358.34 e_water 924736.86 358.52
45.84 N86.66° W 45.84
e_water 922141.7 8 358.7 e_water 922717.1 4 359.0
603.89 N72.32° E
603.89 e_w ate r
.61
8.5 e_w ate r
.09
58.
14.3
N22 .71°
W
.30 e_water 924827.81 358.35 e_water 924636.48 358.67
203.74 S69.90° W 203.74
e_water 92383
7.64 358.
e_water 92437
4.75 358.
602.11 N63.
13° E 602.
e_water 919844.7 7 358.6 e_water 920421.3 6 358.5
604.15 N72.62° E
604.15 e_water 919259.38 358.66 e_water 919213.43 358.28
46.17 S84.39° W 46.18
e_water 920994.7 4 358.8 e_water 921567.4 7 358.7
598.70 N73.06° E
598.70
CP 1
CP 2
NAIL
1A
400'0 200'
N
CUT AND FILL OPERATIONS.
CLEARING, GRUBBING AND STRIPPING SHALL COMMENCE CONSECUTIVELY WITH 3.
CHECKS AS APPROPRIATE AND PRIOR TO CONSTRUCTION WHERE PRACTICAL.
CONTRACTOR SHALL USE CONSTRUCTION EXITS, SEDIMENT BARRIER AND SILT 2.
PONDING IN THE CHANNELS.
MANNER THAT IS FLUSH WITH THE SURROUNDING GRADES AND DOES NOT CREATE
PERMANENT STONE ARMORING FOR EACH CULVERT SHALL BE INSTALLED IN A 1.
CONSTRUCTION SEQUENCE NOTES:
SOUTH OF WAREHOUSE ROAD AS SHOWN IN THE PLANS.
CONSTRUCT UNNAMED ROADSIDE DITCHES ALONG THE NORTH OF PZ ROAD AND 8.
RESTORE LOST GRADIENT IN DITCH A, BOTH EASTERN AND WESTERN SEGMENTS.7.
31 00 00
CONSTRUCT KEYWAY AND ENGINEERED FILL IN ACCORDANCE WITH SPECIFICATION 6.
33+60.
REMOVE 12" CMP AND RESTORE ROAD AT APPROXIMATELY STA. 19+56 AND STA. 5.
REMOVE AND REPLACE CULVERT B2.4.
RESTORE LOST GRADIENT IN DITCH B AND C.3.
REMOVE AND REPLACE CULVERT B1.2.
REMOVE AND REPLACE CULVERT C1.1.
ANTICIPATED CONSTUCTION SEQUENCE:
DETAIL AND STATION LIMITS.
FILL IN KEYWAY. SEE SPECIFICATION 31 00 00. REFER TO KEYWAY TRENCH TYPICAL SECTION ON C-401 FOR
BUCKET. SOFT AREAS WILL BE ALLOWED TO DRY AND THEN COMPACTED BEFORE PLACING ENGINEERED
KEYWAY CONSTRUCTION (IN DITCH A) REQUIRES A MINI EXCAVATOR WITH RUBBER TRACKS AND 12" 14.
ENGINEERED FILL, SEE SPECIFICATION 31 00 00
DITCH A REPAIRS MUST BE SCALPED OF TOPSOIL AND ALLOWED TO DRY BEFORE COMPACTING 13.
DRAINAGE DRAWINGS.
DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. REFER TO DRAWING Q9-52/14 FOR SUBSURFACE
PROTECTIVE MEASURES AND REPAIRS COORDINATED WITH CONTRACTING OFFICER. REFERENCE
RESULT OF THE WORK SHOWN IN DITCHES A, B AND C. CONTRACTOR SHALL SUBMIT WORK PLAN AND
FOUNDATION DRAIN LINES BELOW THE WORK AREA ARE PRESENT AND SHALL NOT BE DISTURBED AS A 12.
AND DESIGNATED USACE TECHNICAL REPRESENTATIVE.
ABANDONED OR REPAIRED INSTRUMENTATION SHALL BE COORDINATED WITH THE CONTRACTING OFFICER 11.
WORK SHALL BE COORDINATED WITH LOCAL PERSONEL DAILY FOR SITE ACCESS.10.
COMPLETE.
CONTRACTING OFFICER PRIOR TO, DURING AND AFTER CONSTRUCTION OPERATIONS AND REPAIRS ARE
REPAIRED TO THE EXISTING CONDITION AT THE CONTRACTOR'S EXPENSE. COORDINATE WITH THE
CONTRACTOR CAUSED DAMAGE TO THE EXISTING SITE INFRASTRUCTURE (INCLUDING ROADS) SHALL BE 9.
AT ALL TIMES.
WORK SHALL BE PERFORMED IN A MANNER THAT MAINTAINS EAST TO WEST VEHICULAR PASSAGE ON SITE 8.
ALL WORK IN ACCORDANCE WITH USACE SAFETY MANUAL EM 385-1-1.
IN ADDITION TO MAINTAINING CONFORMITY TO OSHA REGULATIONS, THE CONTRACTOR SHALL PERFORM 7.
LOCATIONS OF ALL UTILITIES ON THE PROJECT SITE PRIOR TO CONSTRUCTION.
PROMPTLY AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL DETERMINE THE EXISTANCE AND
CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AND THE SERVICE RESTORED
UNLESS OTHERWISE INDICATED, DO NOT DISTURB EXISTING UTILITIES. ANY DAMAGE TO THE UTILITIES 6.
CAD DATA WILL BE MADE AVAILABLE UPON CONTRACTOR'S REQUEST.5.
COORDINATE ANY DISCREPANCIES WITH THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS, PIPE INVERTS AND CLEARING LIMITS AND 4.
TO CONFIRM AND LOCATE PIPE SIZES AND INVERTS ON SITE.
GROUND SHOTS WERE PERFORMED BY USACE ON FEBRUARY 16, 2022 TO CONFIRM THE LIDAR DATA AND 3.
BUILTS FROM PAST CONSTRUCTION PROJECTS ON SITE.
ADDITIONAL MAPPING SHOWN REPRESENTS THE BEST INFORMATION AVAILABLE FROM SURVEYED AS-2.
EXISTING TOPOGRAPHY SHOWN IS BASED ON LIDAR DATA, DATED 2019.1.
GENERAL NOTES:
NEEDED DURING THE CONSTRUCTION PERIOD.
REQUIRED WHERE IT IS EVIDENT THAT EROSION OR SEDIMENT CONTROL IS
AT A MINIMUM, EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs) ARE 2.
WORK.
ACTIVELY MAINTAINED, REMOVED AND RESTORED THROUGH COMPLETION OF THE
TEMPORARY EROSION & SEDIMENT CONTROL BMP's SHALL BE INSTALLED AND 1.
ENVIRONMENTAL NOTES:
INV: 340.4
DRAINAGE PIPE
SOLID 8" FOUNDATION
OF EXISTING
DAYLIGHT LOCATION
WORK L
IMIT
W O
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IM
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WORK LIMIT
F L
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ARKLEY
SIT
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924860.361902443.4460+49.91POE
2399.86
922670.781901461.0636+50.05PI
3650.05
919176.691900405.530+00POB
BEARINGLENGTHEASTINGNORTHINGSTATIONPOINT
PROJECT BASELINE
US FEET, NAD83 (2011), NAVD 88 (2010), KY-SOUTH ZONE
CONTROL DATUM:
ELEV: 348.164 ()
E: 920,729.88
N: 1,901,001.75
CP 11.
CONTROL POINTS:
WORK L
IMIT
W O
R K L
IM
IT
ELEV: 391.306
E: 919,323.38
N: 1,900,410.57
NAIL 1A3.
ELEV: 348.259
E: 921,335.40
N: 1,901,233.56
CP 22.
DIT
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DIT
CH W
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DIT
CH W
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DIT
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SITE
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SITE
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SITE
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SITE
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SIT
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SIT
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LOW
TVA N
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PPROXIM
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NPZ-1B
NPZ-1A
SEE SHEETS C-301 THROUGH C-304 FOR BASELINE CROSS SECTIONS
SEE SHEETS C-204 THRU C-207 FOR DITCH A PLAN AND PROFILE
RE-ESTABLISH GRADE ON DITCH A
THAT ARE NOT OTHERWISE INDICATED TO BE ABANDONED.
PROTECT ALL PIEZOMETERS IN THE WORK AREAS
EXISTING PIEZOMETERS, TYP.
SEE SHEET C-301 THROUGH C-311 FOR BASELINE CROSS SECTIONS
PROJECT BASELINE
ABANDON PZ-N1
FILL PLACED IN 6" LIFTS AND 6" THICK DGA TOP COURSE
REMOVE 12" CMP AND RESTORE ROAD USING COMPACTED
3:1 SIDE SLOPES
V-BOTTOM
CONSTRUCT ROADSIDE DITCH
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US Army Corps of Engineers
US Army Corps
BP-9W-6
W-5
PZ ROAD
PZ ROAD
PZ ROAD
WAREHOUSE ROAD
WAREHOUSE ROAD
WAREHOUSE ROAD
EQ-2A
BEQ-9
W-4 W-3
BP-12
W-2W-1E-2E-3E-4 E-5
N-1
N-2
BP-11
BP-10
E-6
E-7 BP-13
E-8
BP-16
BP-17
E-8
MW_BEQ-9
355.98
MW_BP-12
355.59
MW_BP-13
352.29
MW_BP-15
352.62
MW_BP-16
356.08
MW_BP-21
356.17
MW_E-2
354.41 MW_E-3
354.38
MW_E-4
354.13
MW_E-5
353.38
MW_E-6
354.12
MW_E-7
352.86
MW_E-8
350.51
MW_EQ-2A
355.78
MW_N-1
356.06
MW_N-2
356.26
MW_N-3
355.85
MW_W-1
354.54 MW_W-2
354.53
MW_W-3
354.57
MW_W-4
354.80
MW_W-5
355.72
BP-15
BP-21
N-3 e_water
920421.36 358.57 e_water
920994.74 358.81 e_water
921567.47 358.71
598.70 N73.06° E 598.70
MW_BP-10
378.84
MW_BP-11
372.51
MW_BP-17
370.58
MW_BP-9
356.67
MW_N-4
357.45
MW_NPZ-1A
376.36
MW_NPZ-1B
376.51
MW_W-6
360.12
PZ ROAD
PZ ROAD
PZ ROAD
WAREHOUSE ROAD
WAREHOUSE ROAD
WAREHOUSE ROAD
100'0 50'
N
STABILIZATION PROCESS TO MINIMIZE PONDING AS A RESULT OF THE WORK SHOWN.
SURFACE PONDING WITHIN THE WORK LIMITS SHALL BE MONITORED AND CORRECTED THROUGHOUT THE GRADING AND GROUND 3.
MAINTAIN POSITIVE FLOW AT BOTH ENDS OF INSTALLED PIPE AS SHOWN IN THE PLANS.
PERMANENT STONE BANK AND CHANNEL LINING SHALL BE INSTALLED FLUSH WITH THE GROUND TO THE GRADE LINES SHOWN TO 2.
SEE SHEET C-401 FOR NEW CULVERT SCHEDULE.1.
NOTES:
STAGING AREA
S E
E S
H E
E T
C -2
M A
T C
H L
IN
.0
S
O
T
SEE SHEET C-213 FOR DITCH B CROSS SECTIONS
SEE SHEET C-212 FOR DITCH B PLAN AND PROFILE
RESTORE GRADE IN DITCH B
SEE SHEET C-212 FOR PLAN AND PROFILE
SEE SHEET C-401 FOR CULVERT SCHEDULE AND DETAILS
REMOVE AND REPLACE CULVERT B1
SEE SHEET C-212 FOR PLAN AND PROFILE
SEE SHEET C-401 FOR CULVERT SCHEDULE AND DETAILS
REMOVE AND REPLACE CULVERT B2
SEE SHEET C-301 THROUGH C-304 FOR BASELINE CROSS SECTIONS
SEE SHEET C-204 THROUGH C-207 FOR DITCH A PLAN AND PROFILE
RE-ESTABLISH GRADE ON DITCH A
WETLAND AREA, TYP.
SEE SHEET C-301 THROUGH C-311 FOR BASELINE CROSS SECTIONS
PROJECT BASELINE
HABITAT TREE
THAT ARE NOT OTHERWISE INDICATED TO BE ABANDONED.
PROTECT ALL PIEZOMETERS IN THE WORK AREAS
EXISTING PIEZOMETERS, TYP.
12" THICK
d50=8"
LINING
CHANNEL
STONE
24" CMP TO REMAIN
LIFTS AND 6" THICK DGA TOP COURSE
USING COMPACTED FILL PLACED IN 6"
REMOVE 12" CMP AND RESTORE ROAD
SEE SHEET C-307 THROUGH C-311 FOR BASELINE CROSS SECTIONS
SEE SHEET C-208 THROUGH C-211 FOR DITCH A PLAN AND PROFILE
RE-ESTABLISH GRADE ON DITCH A
3:1 SIDE SLOPES
V-BOTTOM
CONSTRUCT ROADSIDE DITCH
ABANDON PZ BEQ-12
(BOTH ENDS OF CULVERT)
12" THICK
d50=8"
STONE CHANNEL LINING
3:1 SIDE SLOPES
V-BOTTOM
CONSTRUCT ROADSIDE DITCH
3:1 SIDE SLOPES
V-BOTTOM
CONSTRUCT ROADSIDE DITCH
APPROXIMATE LOCATION OF FOUNDATION DRAIN LINE B
FOUNDATION DRAIN LINE A
APPROXIMATE LOCATION OF
APPROXIMATE LOCATION OF FOUNDATION DRAIN LINE A
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
A D
IN
G
A N
D D
R A
IN
A
G E
P L
A N
C-202
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
PZ ROAD
PZ ROAD
PZ ROAD
R.O.W. (APPROXIMATE)
WAREHOUSE ROAD
WAREHOUSE ROAD
WAREHOUSE ROAD
BP-16
BP-17
MW_BD-1
356.04
MW_BD-3
355.45
MW_BD-4
355.01
MW_BD-6
354.35
MW_BD-8
355.09
MW_BP-18
350.32
MW_BP-19
355.95
MW_E-9
351.83
MW_E-9
354.34
MW_UNKNOWN
351.71
MW_WES-1
354.48 MW_WES-2
354.45
MW_WES-3
354.54
MW_WES-4
355.39
MW_WES-5
355.89
MW_WES-6
355.88
BP-15
UNKNOWN
BP-18
E-9
BD-6
WES-4,5,6
WES-1,2,3
BD-3
BD-1
BP-19BD-2
BD-8
BD-4
BD-5
BD-7
BEQ-12
e_water
922141.78 358.75 e_water
922717.14 359.04
603.89 N72.32° E 603.89
e_water
921567.47 358.71
MW_BD-2
356.99
PZ ROAD
PZ ROAD
PZ ROAD
R.O.W. (APPROXIMATE)
WAREHOUSE ROAD
WAREHOUSE ROAD
WAREHOUSE ROAD
100'0 50'
N
STABILIZATION PROCESS TO MINIMIZE PONDING AS A RESULT OF THE WORK SHOWN.
SURFACE PONDING WITHIN THE WORK LIMITS SHALL BE MONITORED AND CORRECTED THROUGHOUT THE GRADING AND GROUND 3.
MAINTAIN POSITIVE FLOW AT BOTH ENDS OF INSTALLED PIPE AS SHOWN IN THE PLANS.
PERMANENT STONE BANK AND CHANNEL LINING SHALL BE INSTALLED FLUSH WITH THE GROUND TO THE GRADE LINES SHOWN TO 2.
SEE SHEET C-401 FOR NEW CULVERT SCHEDULE.1.
NOTES:
M A
T C
H L
IN
E
S E
E S
H E
E T
C -2
S E
E S
H E
E T
C -2
M A
T C
H L
IN
SEE SHEET C-401 FOR CULVERT SCHEDULE AND DETAILS
SEE SHEET C-214 FOR PLAN AND PROFILE
REMOVE AND REPLACE CULVERT C1
SEE SHEET C-215 FOR CROSS SECTIONS
SEE SHEET C-214 FOR PLAN AND PROFILE
RESTORE GRADE ON DITCH C
SEE SHEET C-301 THROUGH C-311 FOR BASELINE CROSS SECTIONS
PROJECT BASELINE
CULVERT)
(BOTH ENDS OF
12" THICK
d50=8"
STONE CHANNEL LINING
SEE SHEET C-307 THROUGH C-311 FOR BASELINE CROSS SECTIONS
SEE SHEET C-208 THROUGH C-211 FOR DITCH A PLAN AND PROFILE
RE-ESTABLISH GRADE ON DITCH A
3:1 SIDE SLOPES
V-BOTTOM
RE-ESTABLISH ROADSIDE DITCH
APPROXIMATE LOCATION OF FOUNDATION DRAIN LINE C
OUTLET CONFIGURATION WITH USACE TECHNICAL REPRESENTATIVE.
LOCATE FOUNDATION DRAIN OUTLET AND COORDINATE
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
A D
IN
G
A N
D D
R A
IN
A
G E
P L
A N
C-203
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
PZ ROAD
PZ ROAD
WAREHOUSE ROAD
WAREHOUSE ROAD
WAREHOUSE
ROAD
PZPZPZ
e_wate r
37.6
358.
602.
11 N
63.1 3° E
2.11
PZ ROAD
WAREHOUSE ROAD
WAREHOUSE ROAD
WAREHOUSE
ROAD
100'0 50'
N
STABILIZATION PROCESS TO MINIMIZE PONDING AS A RESULT OF THE WORK SHOWN.
SURFACE PONDING WITHIN THE WORK LIMITS SHALL BE MONITORED AND CORRECTED THROUGHOUT THE GRADING AND GROUND 3.
MAINTAIN POSITIVE FLOW AT BOTH ENDS OF INSTALLED PIPE AS SHOWN IN THE PLANS.
PERMANENT STONE BANK AND CHANNEL LINING SHALL BE INSTALLED FLUSH WITH THE GROUND TO THE GRADE LINES SHOWN TO 2.
SEE SHEET C-401 FOR NEW CULVERT SCHEDULE.1.
NOTES:
(TREES)
STAGING/STORAGE AREA
M A
T C
H L
IN
E
S E
E S
H E
E T
C -2
RE-ESTABLISH GRADE ON DITCH A, TYPICAL
SEE SPECIFICATION SECTION 31 00 00
ENGINEERED FILL
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
D
IT
C H
A P
L A
N A
N D
P R
O F
IL
E
C-204
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
BP-9
W-6
W-5
PZ ROAD
EQ-2A
BEQ-9
W-4
MW_BEQ-9
355.98
MW_EQ-2A
355.78
MW_W-4
354.80
MW_W-5
355.72
MW_BP-9
356.67
MW_W-6
360.12
PZ ROAD
N
,1
.2
,9
,8
.3
.0
S
B
0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20
330 330
335 335
340 340
345 345
350 350
355 355
360 360
365 365
370 370
-1.0%
-1.0%
352.46 EL
0+88.56 STA
351.35 EL
2+00.00 STA
350.35 EL
3+00.00 STA 349.35 EL
4+00.00 STA
348.35 EL
5+00.00 STA
.8
.4
.3
.8
.3
.7
.5
.3
.0
.0
.0
.9
.9
.8
.7
.4
.1
.2
.4
.2
.4
.1
.0
.9
.8
.7
.6
.4
.3
.2
.2
.2
.1
.0
.0
.8
.8
.8
.7
.5
.4
.3
.2
.1
.9
.9
.8
.7
.4
.8
.7
.3
.0
.9
.8
.4
.2
.2
.1
.9
.7
.4
.2
.2
.0
.8
.8
.5
.3
.1
.9
.7
.4
.3
.3
.0
.8
.1
.2
.0
.7
.3
.2
.0
.8
.4
.1
.8
.8
.3
.9
.4
.2
.9
.4
.2
.8
.5
.1
.7
.8
.7
.0
.4
.4
.7
.2
.8
.4
.9
.7
.4
.7
.8
.9
.4
.8
.8
.9
EXISTING GROUND
FINISHED GRADE
-0.4%
0 5' 10'20' 40'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
LEGEND
EXISTING MINOR CONTOUR (1' INTERVAL)
EXISTING MAJOR CONTOUR (5' INTERVAL)
FINISHED MINOR CONTOUR (1' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
MONITORING WELLMONITORING WELL
RIPRAP
DITCH A PLAN AND PROFILE 1
1"=20'SCALE:
LIMITS ON SHEET C-401. TRENCH IS NOT SHOWN IN THE PLANS/PROFILES FOR CLARITY.
CONSTRUCT KEYWAY TRENCH WITH COMPACTED FILL IN DITCH A. SEE DETAIL AND STATION 3.
BASELINE.
SEE SHEETS C-301 THROUGH C-304 FOR CROSS SECTIONS ASSOCIATED TO THE PROJECT 2.
ASSOCIATED WITH THE PROJECT BASELINE.
STATIONING SHOWN ON THIS SHEET IS ARBITRARY TO THE DITCH A ALIGNMENT AND IS NOT 1.
NOTES:
REMOVE 12" CULVERT, RESTORE ROAD
RE-ESTABLISH GRADE ON DITCH A, TYPICAL
SEE SPECIFICATION SECTION 31 00 00
ENGINEERED FILL
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
C H
A P
L A
N A
N D
P R
O F
IL
E
C-205
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
LEGEND
EXISTING MINOR CONTOUR (1' INTERVAL)
EXISTING MAJOR CONTOUR (5' INTERVAL)
FINISHED MINOR CONTOUR (1' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
MONITORING WELLMONITORING WELL
RIPRAP
PZ ROAD
BEQ-9
W-4
W-3
BP-12
W-2 W-1 E-2E-3 E-4 E-5
N-1
N-2
E-6 E-7
BP-13
MW_BEQ-9
355.98
MW_BP-12
355.59
MW_BP-13
352.29
MW_E-2
354.41
MW_E-3
354.38
MW_E-4
354.13
MW_E-5
353.38
MW_E-6
354.12
MW_E-7
352.86
MW_N-1
356.06
MW_W-1
354.54
MW_W-2
354.53
MW_W-3
354.57
MW_W-4
354.80
PZ ROAD
N
.5
S
T
.1
S
T
5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00
325 325
330 330
335 335
340 340
345 345
350 350
355 355
360 360
365 365
347.93 EL
6+00.00 STA 347.51 EL
7+00.00 STA
347.09 EL
8+00.00 STA
346.67 EL
9+00.00 STA
346.24 EL
10+00.00 STA
-0.4%
-0.4%
-0.4%
.7
.7
.8
.7
.7
.5
.6
.4
.3
.3
.2
.3
.4
.3
.2
.2
.2
.2
.2
.0
.9
.9
.9
.8
.9
.7
.6
.4
.3
.3
.4
.4
.3
.3
.3
.1
.1
.2
.2
.1
.2
.0
.0
.1
.2
.0
.2
.0
.7
.7
.5
.4
.3
.3
.3
.2
.2
.0
.9
.8
.7
.4
.3
.4
.3
.1
.2
.1
.0
.1
.0
.0
.7
.7
.4
.2
.3
.2
.0
.9
.7
.3
.4
.3
.2
.2
.1
.2
.7
.4
.3
.2
.0
.8
.4
.4
.1
.1
.1
.0
.8
.4
.4
.2
.9
.4
.3
.2
.0
.0
.4
.2
.4
.2
.0
.4
.4
.0
.4
.0
EXISTING GROUND
FINISHED GRADE
6" FOUNDATION DRAIN TO REMAIN
DITCH A PLAN AND PROFILE 2
1"=20'SCALE:
CLARITY.
STATION LIMITS ON SHEET C-401. TRENCH IS NOT SHOWN IN THE PLANS/PROFILES FOR
CONSTRUCT KEYWAY TRENCH WITH COMPACTED FILL IN DITCH A. SEE DETAIL AND 3.
PROJECT BASELINE.
SEE SHEETS C-301 THROUGH C-304 FOR CROSS SECTIONS ASSOCIATED TO THE 2.
NOT ASSOCIATED WITH THE PROJECT BASELINE.
STATIONING SHOWN ON THIS SHEET IS ARBITRARY TO THE DITCH A ALIGNMENT AND IS 1.
CULVERT B2
RE-ESTABLISH GRADE ON DITCH A, TYPICAL
SEE SPECIFICATION SECTION 31 00 00
ENGINEERED FILL
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
C H
A P
L A
N A
N D
P R
O F
IL
E
C-206
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
LEGEND
EXISTING MINOR CONTOUR (1' INTERVAL)
EXISTING MAJOR CONTOUR (5' INTERVAL)
FINISHED MINOR CONTOUR (1' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
MONITORING WELLMONITORING WELL
RIPRAP
PZ ROAD
PZ ROAD
E-8
BP-16
E-8
MW_BP-16
356.08
MW_E-8
350.51
PZ ROAD
PZ ROAD
N
.1
S
T
.7
S
T
.1
S
T
10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80
325 325
330 330
335 335
340 340
345 345
350 350
355 355
360 360
365 365
345.82 EL
11+00.00 STA
346.16 EL
10+20.00 STA
345.40 EL
12+00.00 STA
344.56 EL
14+00.00 STA
344.68 EL
14+80.00 STA
344.37 EL
14+51.36 STA
+1.1% -0.4%
-0.4%
-0.4%
-0.4%
.8
.8
.8
.9
.1
.9
.7
.9
.9
.7
.6
.8
.8
.7
.7
.6
.5
.5
.4
.3
.5
.5
.5
.4
.2
.2
.3
.5
.3
.2
.2
.2
.4
.2
.1
.9
.9
.7
.5
.8
.7
.8
.0
.1
.2
.0
.0
.8
.8
.9
.9
.9
.7
.8
.7
.6
.5
.3
.5
.4
.2
.5
.2
.2
.2
.9
.7
.8
.8
.1
.0
.8
.8
.1
.9
.6
.7
.5
.3
.5
.2
.3
.2
.1
.7
.7
.1
.0
.9
.9
.8
.6
.3
.4
.5
.2
.9
.8
.1
.8
.1
.7
.7
.3
.2
.2
.1
.8
.2
.7
.3
.2
.8
.3
.8
.3
EXISTING GROUND
FINISHED GRADE
6" FOUNDATION DRAIN TO REMAIN
344.37 EL
14+45.08 STA
344.98 EL
13+00.00 STA
PORT, TYP.
FOUNDATION DRAIN INSPECTION
APPROXIMATE LOCATION OF
DITCH A PLAN AND PROFILE 3
1"=20'SCALE:
CLARITY.
STATION LIMITS ON SHEET C-401. TRENCH IS NOT SHOWN IN THE PLANS/PROFILES FOR
CONSTRUCT KEYWAY TRENCH WITH COMPACTED FILL IN DITCH A. SEE DETAIL AND 3.
BASELINE.
SEE SHEETS C-301 THROUGH C-304 FOR CROSS SECTIONS ASSOCIATED TO THE PROJECT 2.
NOT ASSOCIATED WITH THE PROJECT BASELINE.
SEE SPECIFICATION SECTION 31 00 00
ENGINEERED FILL
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
C H
A P
L A
N A
N D
P R
O F
IL
E
C-207
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
LEGEND
EXISTING MINOR CONTOUR (1' INTERVAL)
EXISTING MAJOR CONTOUR (5' INTERVAL)
FINISHED MINOR CONTOUR (1' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
MONITORING WELLMONITORING WELL
RIPRAP
PZ ROAD
MW_BD-6
354.35
MW_BP-18
350.32
MW_E-9
351.83
MW_E-9
354.34
MW_UNKNOWN
351.71 UNKNOWN
BP-18
E-9
BD-6
PZ ROAD
N
,0
.5
,4
.7
.3
S
E
.2
S
T
15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60
325 325
330 330
335 335
340 340
345 345
350 350
355 355
360 360
365 365
344.89 EL
15+00.00 STA
345.94 EL
16+00.00 STA 346.69 EL
17+00.00 STA 347.44 EL
18+00.00 STA
348.20 EL
19+00.00 STA
348.36 EL
19+21.36 STA
347.13 EL
19+65.41 STA
-2.8%
+0.8% +0.8% +0.8%
+0.8%
.7
.7
.7
.0
.2
.3
.4
.4
.3
.3
.5
.6
.6
.7
.8
.9
.1
.0
.2
.4
.4
.5
.5
.5
.6
.7
.8
.5
.8
.9
.8
.8
.9
.9
.7
.8
.2
.2
.2
.1
.1
.2
.4
.3
.2
.3
.4
.3
.7
.0
.3
.4
.3
.6
.7
.9
.0
.4
.5
.5
.7
.5
.9
.8
.9
.8
.2
.1
.2
.3
.3
.3
.7
.2
.4
.5
.7
.1
.4
.5
.7
.8
.8
.7
.2
.1
.3
.4
.0
.4
.6
.9
.4
.5
.5
.8
.8
.1
.3
.3
.7
.4
.6
.1
.5
.8
.8
.2
.2
.4
.7
.6
.5
.8
.2
.6
.8
.6
.7
EXISTING GROUND
FINISHED GRADE
6" FOUNDATION DRAIN TO REMAIN
PORT, TYP.
FOUNDATION DRAIN INSPECTION
APPROXIMATE LOCATION OF
DITCH A PLAN AND PROFILE 4
1"=20'SCALE:
CLARITY.
STATION LIMITS ON SHEET C-401. TRENCH IS NOT SHOWN IN THE PLANS/PROFILES FOR
CONSTRUCT KEYWAY TRENCH WITH COMPACTED FILL IN DITCH A. SEE DETAIL AND 3.
PROJECT BASELINE.
SEE SHEETS C-301 THROUGH C-304 FOR CROSS SECTIONS ASSOCIATED TO THE 2.
NOT ASSOCIATED WITH THE PROJECT BASELINE.
SEE SPECIFICATION SECTION 31 00 00
ENGINEERED FILL
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
C H
A P
L A
N A
N D
P R
O F
IL
E
C-208
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
MW_BD-4
355.01
BD-4
BD-7
BEQ-12
N
,2
.9
E ,9
,4
.5
.0
S
B
.1
S
T
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80
325 325
330 330
335 335
340 340
345 345
350 350
355 355
360 360
365 365
.0
.1
.8
.7
.5
.5
.5
.3
.3
.0
.9
.7
.4
.4
.2
.1
.0
.0
.9
.8
.8
.7
.7
.5
.5
.5
.3
.1
.2
.4
.5
.4
.5
.5
.5
.3
.2
.2
.2
.3
.1
.0
.8
.5
.5
.3
.9
.4
.2
.0
.9
.8
.7
.5
.3
.2
.5
.5
.5
.2
.2
.1
.0
.7
.5
.0
.4
.1
.9
.7
.5
.1
.5
.5
.2
.3
.0
.5
.3
.4
.0
.8
.5
.2
.5
.2
.1
.0
.5
.9
.1
.8
.5
.5
.3
.1
.0
.9
.8
.5
.1
.0
.8
.1
.0
.1
.0
FINISHED GRADE
EXISTING GROUND
6" FOUNDATION DRAIN TO REMAIN
PORT, TYP.
FOUNDATION DRAIN INSPECTION
APPROXIMATE LOCATION OF
346.02 EL
0+13.23 STA
345.73 EL
1+00.00 STA
345.40 EL
2+00.00 STA
345.07 EL
3+00.00 STA
344.80 EL
3+80.00 STA
-0.3%
0 5' 10'20' 40'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
LEGEND
EXISTING MINOR CONTOUR (1' INTERVAL)
EXISTING MAJOR CONTOUR (5' INTERVAL)
FINISHED MINOR CONTOUR (1' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
MONITORING WELLMONITORING WELL
RIPRAP
DITCH A PLAN AND PROFILE 5
1"=20'SCALE:
DITCH A PLAN 5
LIMITS ON SHEET C-401. TRENCH IS NOT SHOWN IN THE PLANS/PROFILES FOR CLARITY.
CONSTRUCT KEYWAY TRENCH WITH COMPACTED FILL IN DITCH A. SEE DETAIL AND STATION 3.
BASELINE.
SEE SHEETS C-306 THROUGH C-311 FOR CROSS SECTIONS ASSOCIATED TO THE PROJECT 2.
ASSOCIATED WITH THE PROJECT BASELINE.
DITCH A, TYPICAL
RE-ESTABLISH GRADE ON
TYPICAL
DITCH A,
GRADE ON
RE-ESTABLISH
SEE SPECIFICATION SECTION 31 00 00
ENGINEERED FILL
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
C H
A P
L A
N A
N D
P R
O F
IL
E
C-209
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
N
.5
S
T
.6
S
T
4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00
320 320
325 325
330 330
335 335
340 340
345 345
350 350
355 355
360 360
.1
.1
.1
.2
.3
.0
.8
.7
.1
.0
.9
.7
.9
.2
.2
.1
.2
.2
.2
.3
.1
.1
.1
.0
.0
.9
.0
.2
.1
.1
.0
.1
.9
.0
.9
.8
.6
.6
.7
.6
.6
.1
.1
.3
.8
.1
.9
.9
.2
.2
.2
.1
.1
.0
.0
.1
.0
.9
.9
.6
.7
.6
.1
.0
.1
.7
.2
.2
.1
.0
.0
.1
.9
.8
.7
.1
.3
.1
.9
.2
.1
.0
.1
.9
.6
.6
.1
.0
.9
.1
.1
.9
.0
.8
.6
.1
.9
.1
.0
.6
.1
.1
.6
.1
.6
.9
FINISHED GRADE
EXISTING GROUND
6" FOUNDATION DRAIN TO REMAIN
PORT, TYP.
FOUNDATION DRAIN INSPECTION
APPROXIMATE LOCATION OF
-0.3% 344.74 EL
4+00.00 STA
344.41 EL
5+00.00 STA
344.07 EL
6+00.00 STA 343.74 EL
7+00.00 STA
343.41 EL
8+00.00 STA
0 5' 10'20' 40'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
LEGEND
EXISTING MINOR CONTOUR (1' INTERVAL)
EXISTING MAJOR CONTOUR (5' INTERVAL)
FINISHED MINOR CONTOUR (1' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
MONITORING WELLMONITORING WELL
RIPRAP
DITCH A PLAN 6
DITCH A PLAN AND PROFILE 6
1"=20'SCALE:
LIMITS ON SHEET C-401. TRENCH IS NOT SHOWN IN THE PLANS/PROFILES FOR CLARITY.
CONSTRUCT KEYWAY TRENCH WITH COMPACTED FILL IN DITCH A. SEE DETAIL AND STATION 3.
BASELINE.
SEE SHEETS C-306 THROUGH C-311 FOR CROSS SECTIONS ASSOCIATED TO THE PROJECT 2.
ASSOCIATED WITH THE PROJECT BASELINE.
SEE SPECIFICATION SECTION 31 00 00
ENGINEERED FILL
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
C H
A P
L A
N A
N D
P R
O F
IL
E
C-210
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
PZ ROADPZ ROAD
N
00.65'E =
51.09'T =
102.15'L =
2°55'35.17"Δ = 2°51'53.24"D = 2,000.00'R =
9+37.29PI STA =
923,130.96E 1,901,790.29N
.2
S
C
.3
S
.7
S
T
8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 320 320
325 325
330 330
335 335
340 340
345 345
350 350
355 355
360 360
.6
.6
.5
.4
.3
.2
.2
.2
.1
.1
.1
.0
.0
.0
.0
.0
.9
.0
.8
.9
.8
.7
.8
.7
.6
.5
.5
.3
.4
.2
.8
.2
.3
.1
.1
.0
.1
.0
.9
.6
.6
.6
.5
.3
.2
.1
.1
.0
.0
.9
.8
.8
.8
.6
.5
.4
.8
.3
.1
.1
.9
.6
.6
.3
.2
.1
.0
.9
.9
.8
.5
.4
.2
.1
.0
.6
.6
.3
.1
.0
.9
.8
.6
.4
.3
.1
.6
.6
.2
.1
.0
.8
.5
.8
.0
.6
.6
.1
.8
.8
.6
.6
.8
.6
.6
.6
.8
6" FOUNDATION DRAIN TO REMAIN
PORT, TYP.
FOUNDATION DRAIN INSPECTION
APPROXIMATE LOCATION OF
343.41 EL
8+00.00 STA
343.08 EL
9+00.00 STA
342.38 EL
10+00.00 STA
341.57 EL
11+00.00 STA
340.76 EL
12+00.00 STA
342.98 EL
9+24.02 STA
-0.8% -0.3%
-0.8%
0 5' 10'20' 40'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
LEGEND
EXISTING MINOR CONTOUR (1' INTERVAL)
EXISTING MAJOR CONTOUR (5' INTERVAL)
FINISHED MINOR CONTOUR (1' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
MONITORING WELLMONITORING WELL
RIPRAP
DITCH A PLAN 7
DITCH A PLAN AND PROFILE 7
1"=20'SCALE:
LIMITS ON SHEET C-401. TRENCH IS NOT SHOWN IN THE PLANS/PROFILES FOR CLARITY.
CONSTRUCT KEYWAY TRENCH WITH COMPACTED FILL IN DITCH A. SEE DETAIL AND STATION 3.
BASELINE.
SEE SHEETS C-306 THROUGH C-311 FOR CROSS SECTIONS ASSOCIATED TO THE PROJECT 2.
ASSOCIATED WITH THE PROJECT BASELINE.
CULVERT C2 TO REMAIN
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
C H
A P
L A
N A
N D
P R
O F
IL
E
C-211
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
PZ ROADPZ ROAD
PZPZPZ
N
0 1 0 1
,7
.2
,0
.7
.2
S
E
.7
S
T
.6
S
T
.2
S
T
12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00
320 320
325 325
330 330
335 335
340 340
345 345
350 350
355 355
360 360
.6
.5
.3
.2
.3
.2
.2
.2
.2
.0
.1
.9
.8
.7
.5
.7
.9
.4
.8
.6
.3
.3
.2
.2
.1
.8
.5
.9
.8
.6
.2
.2
.0
.8
.7
.8
.6
.3
.2
.8
.9
.6
.2
.1
.7
.6
.1
.6
.6
FINISHED GRADE
EXISTING GROUND
6" FOUNDATION DRAIN TO REMAIN
340.76 EL
12+00.00 STA
340.41 EL
12+42.29 STA
339.76 EL
13+00.00 STA
339.05 EL
13+58.14 STA
341.00 EL
13+85.86 STA
+7.0%
-0.8% -1.2%
0 5' 10'20' 40'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
LEGEND
EXISTING MINOR CONTOUR (1' INTERVAL)
EXISTING MAJOR CONTOUR (5' INTERVAL)
FINISHED MINOR CONTOUR (1' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
MONITORING WELLMONITORING WELL
RIPRAP
DITCH A PLAN 8
DITCH A PLAN AND PROFILE 8
1"=20'SCALE:
LIMITS ON SHEET C-401. TRENCH IS NOT SHOWN IN THE PLANS/PROFILES FOR CLARITY.
CONSTRUCT KEYWAY TRENCH WITH COMPACTED FILL IN DITCH A. SEE DETAIL AND STATION 3.
BASELINE.
SEE SHEETS C-306 THROUGH C-311 FOR CROSS SECTIONS ASSOCIATED TO THE PROJECT 2.
ASSOCIATED WITH THE PROJECT BASELINE.
APPROXIMATE LOCATION OF PERFORATED FOUNDATION DRAIN
WAREHOUSE ROAD
PZ ROAD
WAREHOUSE ROAD
PZ ROAD
CULVERT B2
CULVERT B1
RE-ESTABLISH GRADE ON DITCH B, TYPICAL
DITCH B FLOWLINE, TYPICAL
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
C H
B P
L A
N A
N D
P R
O F
IL
E
C-212
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
LEGEND
EXISTING MINOR CONTOUR (1' INTERVAL)
EXISTING MAJOR CONTOUR (5' INTERVAL)
FINISHED MINOR CONTOUR (1' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
MONITORING WELLMONITORING WELL
RIPRAP
N
,4
.9
,2
.0
.0
S
B
,3
.4
,7
.2
.0
S
E
.5
S
T
.1
S
T
.7
S
T 2 .9
S
T
.8
S
T
.0
S
T
0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40
325 325
330 330
335 335
340 340
345 345
350 350
355 355
360 360
365 365
.1
.9
.1
.1
.1
.9
.0
.9
.8
.8
.7
.8
.9
.7
.9
.6
.6
.9
.9
.6
.9
.9
.8
.6
.6
.8
.9
.6
.7
.8
.9
.8
.8
.0
.0
.9
.9
.1
.1
.1
.1
.1
.0
.8
.7
.9
.9
.6
.9
.9
.8
.6
.9
.7
.9
.8
.0
.9
.1
.1
.9
.8
.8
.9
.9
.9
.6
.9
.8
.8
.9
.1
.1
.1
.8
.9
.6
.9
.6
.7
.8
.9
.9
.0
.8
.6
.9
.9
.8
.9
.0
.6
.9
.9
.6
.9
.9
4+60 4+80 5+000+200+00
CULVERT B2
CULVERT B1
EXISTING GROUND
FINISHED GRADE
OUTLET STONE APRON NOT SHOWN FOR CLARITY
OUTLET STONE APRON NOT SHOWN FOR CLARITY
6" FOUNDATION DRAIN TO REMAIN
343.95 EL
0+31.58 STA
343.79 EL
1+00.00 STA
343.55 EL
2+00.00 STA
343.31 EL
3+00.00 STA
343.08 EL
4+00.00 STA
342.99 EL
4+36.03 STA
-0.2%
DITCH B PLAN AND PROFILE
1"=20'SCALE:
SECTIONS.
RESTORE GRADE AS SHOWN ON THIS DRAWING AND ON SHEET C-211 DITCH B CROSS 2.
NOT ASSOCIATED WITH THE PROJECT BASELINE.
STATIONING SHOWN ON THIS SHEET IS ARBITRARY TO THE DITCH B ALIGNMENT AND IS 1.
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
C H
B C
R O
S S
S E
C T
IO
N
S
C-213
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
.3
.5
.3
.5
.0
.0
.0
.0
.9
.0
.6
.4
.9
.7
4:
0+32
-20 0 20
.8
.0
.8
.0
.7
.0
.2
.4
.0
.7
1+00
-20 0 20
.6
.0
.6
.0
.5
.0
.8
.0
.1
.2
2+00
-20 0 20
.3
.0
.3
.0
.3
.0
.3
.9
.9
.0
3+00
-20 0 20
.1
.0
.1
.0
.0
.0
.1
.7
.2
.2
4:1
4+00
-20 0 20
.1
.0
.1
.0
.0
.0
.6
.2
.9
.5
4:1
4:
4+25
-20 0 20
0 5' 10'20' 40'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
LEGEND
EXISTING GROUND (2019 LIDAR)
FINISHED GROUND
ELEVATION (FEET)
OFFSET (FEET)
COMPACTED FILL
EXCAVATION
.6
(3
.3
DITCH B CROSS SECTIONS
1"=20'SCALE:
DOWNSTREAM
LOOKING
FLOW
EXISTING GROUND
FINISHED GRADE
6" FOUNDATION DRAIN TO REMAIN
6" FOUNDATION DRAIN LIKELY OFFSET TO WEST OF DITCH CENTERLINE
CULVERT C2 (TO REMAIN) CULVERT C1
WAREHOUSE ROAD
PZ ROAD
RE-ESTABLISH GRADE ON DITCH C, TYPICAL
DITCH C FLOWLINE, TYPICAL
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
C H
C P
L A
N A
N D
P R
O F
IL
E
C-214
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
GRAPHIC SCALE
LEGEND
EXISTING MINOR CONTOUR (1' INTERVAL)
EXISTING MAJOR CONTOUR (5' INTERVAL)
FINISHED MINOR CONTOUR (1' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
FINISHED MAJOR CONTOUR (5' INTERVAL)
MONITORING WELLMONITORING WELL
RIPRAP
P Z
P Z
P Z
N
0.93'E =
6.16'T =
11.96'L =
34°15'27.88"Δ = 286°28'44.03"D = 20.00'R =
4+39.91PI STA =
923,382.66E 1,902,325.04N
.7
S
C
.7
S
TA
.7
S
T
.6
S
T
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 320 320
325 325
330 330
335 335
340 340
345 345
350 350
355 355
360 360
.7
.2
.9
.6
.1
.2
.9
.2
.2
.1
.6
.5
.3
.1
.1
.9
.8
.8
.7
.5
.6
.7
.5
.7
.5
.5
.4
.4
.4
.4
.4
.5
.5
.5
.3
.3
.1
.2
.3
.1
.8
.0
.7
.8
.4
.0
.9
.0
.1
.8
.9
.0
.5
.4
.5
.6
.7
.9
.1
.9
.2
.6
.3
.1
.8
.7
.6
.5
.5
.4
.4
.4
.5
.3
.1
.3
.8
.7
.4
.9
.1
.9
.5
.5
.7
.6
.9
.1
.3
.9
.7
.7
.5
.4
.4
.5
.1
.1
.7
.0
.1
.0
.5
.7
.1
.2
.3
.8
.6
.5
.4
.5
.1
.8
.4
.1
.5
.7
.2
.6
.9
.6
.5
.4
.3
.8
.0
.9
.6
.7
.6
.6
.4
.8
.9
.7
.6
.8
.7
.8
.7
.9
338.81 EL
1+04.93 STA
337.40 EL
4+44.79 STA 338.41 EL
2+00.00 STA
338.00 EL
3+00.00 STA
337.59 EL
4+00.00 STA
-0.4%
DITCH C PLAN AND PROFILE
1"=20'SCALE:
DITCH C CROSS SECTIONS.
RESTORE GRADE AS SHOWN ON THIS DRAWING AND ON SHEET C-217 2.
ALIGNMENT AND IS NOT ASSOCIATED WITH THE PROJECT BASELINE.
STATIONING SHOWN ON THIS SHEET IS ARBITRARY TO THE DITCH C 1.
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
C H
C C
R O
S S
S E
C T
IO
N
S
C-215
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
.8
.0
.8
.0
.7
.0
.1
.1
.9
.3
4:1 4:
1+23
-20 0 20
.5
.0
.5
.0
.4
.0
.7
.7
.7
.6
4:
2+00
-20 0 20
.1
.0
.1
.0
.0
.0
.0
.8
.5
.8
3+00
-20 0 20
.6
.0
.6
.0
.6
.0
.2
.2
.1
.8
4+00
-20 0 20
5+00
-20 0 20
NOTE:
CHANNEL INVERT CONFIRMED
BY USACE AT 4.5-FEET NORTH
OF CULVERT C1 OUTFALL IN
2022.
INV: 336.9
5+50
-20 0 20
0 5' 10'20' 40'0
GRAPHIC SCALE
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
LEGEND
EXISTING GROUND (2019 LIDAR)
FINISHED GROUND
ELEVATION (FEET)
OFFSET (FEET)
COMPACTED FILL
EXCAVATION
.6
(3
.3
DITCH C CROSS SECTIONS
1"=20'SCALE:
LOOKING DOWNSTREAM
FLOW
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
A
T
O S
T A
B A
S E
L
IN
E C
R O
S S
S E
C T
IO
N
S
C-301
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
GRAPHIC SCALE
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
LEGEND
EXISTING GROUND (2019 LIDAR)
FINISHED GROUND
ELEVATION (FEET)
OFFSET (FEET)
COMPACTED FILL
EXCAVATION
.6
(3
.3
FLOW
10+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
355 355
360 360
11+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
350 350
355 355
12+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
350 350
355 355
360 360) .0
.0
.7
.9
-1.5%
13+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
350 350
355 355
.0
.9
.7
.9
-1.5%
EXISTING GROUND, TYP.
FINISHED GRADE, TYP.
PZ ROAD
PZ ROAD
PZ ROAD
ACCESS DRIVE
WAREHOUSE ROAD
WAREHOUSE ROAD
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
A
T
O S
T A
B A
S E
L
IN
E C
R O
S S
S E
C T
IO
N
S
C-302
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
GRAPHIC SCALE
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
LEGEND
EXISTING GROUND (2019 LIDAR)
FINISHED GROUND
ELEVATION (FEET)
OFFSET (FEET)
COMPACTED FILL
EXCAVATION
.6
(3
.3
FLOW
14+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
350 350
355 355
.0
.2
.7
.7
.5
.8
-1.5%
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
350 350
355 355
345 345
.0
.9
.7
.3
.0
(3
.7
-1.5%
3:1
3:
16+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.2
.9
.0
.4
-1.5%
.1
(3
.9
17+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.8
.6
.6
.0
-1.5%
.9
(3
.1
FINISHED GRADE, TYP.
EXISTING GROUND, TYP.
PZ ROAD
PZ ROAD
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
A
T
O S
T A
B A
S E
L
IN
E C
R O
S S
S E
C T
IO
N
S
C-303
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
GRAPHIC SCALE
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
LEGEND
EXISTING GROUND (2019 LIDAR)
FINISHED GROUND
ELEVATION (FEET)
OFFSET (FEET)
COMPACTED FILL
EXCAVATION
.6
(3
.3
FLOW
18+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.4
.6
.2
.3
-1.5%
.8
(3
.3
19+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.9
.8
.7
.3
-1.5%
.8
(3
.9
20+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355) .5
.2
.3
.1
-1.5%
.8
(3
.6
21+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355) .1
.4
.9
.8
-1.5%
.8
(3
.2
FINISHED GRADE, TYP.
EXISTING GROUND, TYP.
PZ ROAD
PZ ROAD
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
A
T
O S
T A
B A
S E
L
IN
E C
R O
S S
S E
C T
IO
N
S
C-304
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
GRAPHIC SCALE
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
LEGEND
EXISTING GROUND (2019 LIDAR)
FINISHED GROUND
ELEVATION (FEET)
OFFSET (FEET)
COMPACTED FILL
EXCAVATION
.6
(3
.3
FLOW
22+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.7
.2
.5
.3
-1.5%
.0
(3
.9
23+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.2
.6
.2
.6
.9
(3
.5
24+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.7
.0
.1
(3
.2
25+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
(PROJECTED)
3-18" RCP
STA. 24+48
CULVERT B2
(PROJECTED)
APPROX. DITCH B GRADE
CULVERT B1
.3
.6
.3
.6
.0
.6
.2
.5
.0
.6
.5
.2
3:1
3:
FINISHED GRADE, TYP.
EXISTING GROUND, TYP.
FINISHED GRADE, TYP.
PZ ROAD
PZ ROAD
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
A
T
O S
T A
B A
S E
L
IN
E C
R O
S S
S E
C T
IO
N
S
C-305
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
GRAPHIC SCALE
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
LEGEND
EXISTING GROUND (2019 LIDAR)
FINISHED GROUND
ELEVATION (FEET)
OFFSET (FEET)
COMPACTED FILL
EXCAVATION
.6
(3
.3
FLOW
26+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355) .0
.8
3:1
3:
.3
.8
.3
.8
.8
.0
3:1
3:
27+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.3
.5
3:1
3:
.2
.1
.2
.1
.7
.1
3:1 3:
28+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.6
.2
3:1 3:
.2
.0
.0
.6
.5
.5
-1.5%
3:1 3:
29+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.9
.1
3:1
3:
.0
.4
.5
.4
.0
.5
-1.5%
3:1
3:
FINISHED GRADE, TYP.
EXISTING GROUND, TYP.
PZ ROAD
PZ ROAD
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
A M
E
B E
N L
R
O H
R B
A C
H
P
A
T
O S
T A
B A
S E
L
IN
E C
R O
S S
S E
C T
IO
N
S
C-306
R E
S
R
-6
.d g n
B R
U C
E R
O G
E R
S P
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
GRAPHIC SCALE
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
LEGEND
EXISTING GROUND (2019 LIDAR)
FINISHED GROUND
ELEVATION (FEET)
OFFSET (FEET)
COMPACTED FILL
EXCAVATION
.6
(3
.3
FLOW
30+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.2
.0
3:1 3:
.9
.3
.5
.1
.2
.7
-1.5%
31+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.5
.8
3:1
32+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
33+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355) .9
.6
.1
.9
.9
.6
.2
.4
-2.0%2.0%
FINISHED GRADE, TYP.
EXISTING GROUND, TYP.
MAINTENANCE ROAD
MAINTENANCE ROAD
PZ ROAD
PZ ROAD
PZ ROAD
PZ ROAD
MAINTENANCE ROAD
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
D R
A
IN
A G
E R
E M
E D
IA
T
IO
N
B A
R K
L E
Y L
O C
K A
N D
D
O
JE
C T
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
-B -0
/1
/2
W
P
-2
-X -X
X X
X
N A
S H
V
IL
L E
T
N
-3
T H
A V
E N
U E
S O
U T
H
N A
S H
V
IL
L E
D
IS
T R
O
T S
C A
L E
F
IL
E N
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C-307
R E
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B R
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SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
GRAPHIC SCALE
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
LEGEND
EXISTING GROUND (2019 LIDAR)
FINISHED GROUND
ELEVATION (FEET)
OFFSET (FEET)
COMPACTED FILL
EXCAVATION
.6
(3
.3
FLOW
34+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.5
.8
.8
.3
.5
.8
.9
.7
-2.0%2.0%
35+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.2
.6
.5
.8
.2
.6
.5
.2
-2.0%2.0%
36+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.9
.5
.1
.1
.9
.5
.1
.0
-2.0%2.0%
FINISHED GRADE, TYP.
EXISTING GROUND, TYP.
MAINTENANCE ROAD
MAINTENANCE ROAD
MAINTENANCE ROAD
PZ ROAD
S I
D
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IF
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L A
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R
IV
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W
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C-308
R E
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B R
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M A
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D E
S C
R
IP
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N D
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SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
0 5' 10'20' 40'0
GRAPHIC SCALE
(HORIZONTAL)
GRAPHIC SCALE
(VERTICAL)
LEGEND
EXISTING GROUND (2019 LIDAR)
FINISHED GROUND
ELEVATION (FEET)
OFFSET (FEET)
COMPACTED FILL
EXCAVATION
.6
(3
.3
FLOW
37+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
345 345
350 350
355 355
.8
.6
3:1
.6
.0
.9
.8
.6
.0
.8
.9
-2.0%2.0%
38+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
340 340
345 345
350 350
355 355
.2
.9
3:1
3:
.3
.4
.5
.9
.3
.4
.6
.5
-2.0%2.0%
39+00
-640 -620 -600 -580 -560 -540 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80
340 340
345 345
350 350
355 355
.6
.2
3:1
3:
.9
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.1
.9
.3
.2
.3
-2.0%2.0%
FINISHED GRADE, TYP.
EXISTING GROUND, TYP.
PZ ROAD
PZ ROAD
PZ ROAD
MAINTENANCE
ROAD
S I
D
C E
R T
IF
IE
D F
IN
A
L D
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R
T A
D R
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R
IV
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W
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