Middlesboro Channel Clearing RTA TPlans.pdf
PDF 10 MB Posted
- Attached to
- W912P521B0010 - Middlesboro Channel Clearing Project Federal contract opportunity
- Solicitation number
- W912P521B0010
About this file
This document describes a federal contract opportunity for the Middlesboro Channel Clearing Project. The U.S. Army Corps of Engineers is soliciting bids for a firm-fixed price construction contract to clear and excavate approximately 1.5 miles of excessive vegetation and sediment from the channel and dispose of it at the Double Mountain Mining Site. The project is expected to be completed in accordance with the final technical plans and specifications. The NAICS code for this opportunity is 237990 for Other Heavy and Civil Engineering Construction, with a small business size standard of $39.5 million. This is a 100% small business set-aside. The point of contact is Cierra Mendoza and any communication regarding the solicitation must be made in writing and identify the solicitation number, company information, and point of contact. The place of contract performance is the U.S. Army Corps of Engineers in Middlesboro, Kentucky. A mandatory pre-bid site visit will take place on July 27, 2021 at 10:00 AM Eastern Time, requiring safety boots and hard hats.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| OF 1419 - Middlesboro Channel Clearing - page 2.pdf | ||
| OF 1419 - Middlesboro Channel Clearing - page 1.pdf | ||
| Middlesboro Channel Clearing RTA (Amendment 002) TPlans.pdf | ||
| Updated Final Yellow Creek Stream ConstructionPermit 29757.pdf | ||
| W912P521B0010 A0002 Middlesboro Channel Clearing.pdf | ||
| W912P521B0010 TSpecs Amendment 002.pdf | ||
| Updated Final MiddlesboroWQC_2020-040-1M2 .pdf | ||
| W912P521B0010 A0001 Middlesboro Channel Clearing.pdf | ||
| W912P521B0010 RTA TSpecs.pdf | ||
| MidChannelClearing_(RTA)_BidSchedule.xlsx | XLSX spreadsheet | |
| W912P521B0010 Middlesboro Channel Clearing.pdf |
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Text version
Nashville District of Engineers
US Army Corps
Plans For
Middlesboro, Kentucky
Certified Final Documents - RTA
Middlesboro Channel Clearing
Upper Cumberland River Basin
Local Protection Project
W9125P5-21-B-0010
June 2021 Chief, Engineering Construction Division
Benjamin L. Rohrbach, P.E.
USACE Nashville, District Engineer
Lt. Colonel, Joseph M. Sahl
Submitted:
Zachary D. Brock, E.I.
Chief, Civil Design Branch
Robert W. Baulsir III, P.E.
Approved:
(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.
designations 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
Note:
Project Engineer
Approval Recommended:
Approval Recommended:
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NOT TO SCALE
LOCATION MAP
10 MILES 0 10 MILES
VICINITY MAP
MIDDLESBORO
EXCAVATION REACH
+0
+0
C-402
C-401
C-330
C-320
C-319
C-318
C-317
C-316
C-315
C-314
C-313
C-312
C-311
C-310
C-217
C-216
C-215
C-214
C-213
C-212
C-211
C-210
C-201
C-200
C-110
C-100
G-002
G-001
DETAILS
EROSION AND SEDIMENT CONTROL
CROSS SECTIONS
EXCAVATION & CHANNEL CLEARING
DISPOSAL AND BURN SITE
GENERAL
SITE DETAILS
SITE DETAILS
OVERALL EROSION AND SEDIMENT CONTROL PLAN
CROSS SECTIONS - STA. 80+00 TO 82+00
CROSS SECTIONS - STA. 72+00 TO 78+00
CROSS SECTIONS - STA. 64+00 TO 70+00
CROSS SECTIONS - STA. 56+00 TO 62+00
CROSS SECTIONS - STA. 48+00 TO 54+00
CROSS SECTIONS - STA. 40+00 TO 46+00
CROSS SECTIONS - STA. 32+00 TO 38+00
CROSS SECTIONS - STA. 24+00 TO 30+00
CROSS SECTIONS - STA. 16+00 TO 22+00
CROSS SECTIONS - STA. 8+00 TO 14+00
CROSS SECTIONS - STA. 0+00 TO 6+00
PLAN AND PROFILE - STA. 76+00 TO 88+00
PLAN AND PROFILE - STA. 64+00 TO 76+00
PLAN AND PROFILE - STA. 52+00 TO 64+00
PLAN AND PROFILE - STA. 40+00 TO 52+00
PLAN AND PROFILE - STA. 28+00 TO 40+00
PLAN AND PROFILE - STA. 16+00 TO 28+00
PLAN AND PROFILE - STA. 4+00 TO 16+00
PLAN AND PROFILE - STA. 0+00 TO 4+00
CHANNEL CLEARING WORK LIMITS
OVERALL CHANNEL CLEARING PLAN
BURN SITE PLAN
DISPOSAL AREA SITE PLAN
GENERAL PLAN AND NOTES
PROJECT VICINITY, LOCATION AND DRAWING INDEX
N .T .S
A N
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SHEET IDFILE NUMBER
Q1E-65/203
Q1E-65/202
Q1E-65/201
Q1E-65/200
Q1E-65/199
Q1E-65/198
Q1E-65/197
Q1E-65/196
Q1E-65/195
Q1E-65/194
Q1E-65/193
Q1E-65/192
Q1E-65/191
Q1E-65/190
Q1E-65/189
Q1E-65/188
Q1E-65/187
Q1E-65/186
Q1E-65/185
Q1E-65/184
Q1E-65/183
Q1E-65/182
Q1E-65/181
Q1E-65/180
Q1E-65/179
Q1E-65/178
Q1E-65/177
Q1E-65/176
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STATE H
WY 74
STATE
HWY 4
STATE HWY 441
A
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MIDDLESBORO BELL COUNTY AIRPORT
S T
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STATE HWY 74
STATE HW
Y 74
STATE HWY 186
12"S (RCP)
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W.V.
1153.5
1154.2
1154.5S
1157.5
1157.6
1157.9
1158.1
1158.1
1158.9
1159.0
1159.0
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1160.1 1160.1
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1180.2
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67 ACRES
ACCESSES: APPROX.
STAGING AREA, AND
CHANNEL WORK LIMITS,
APPROX. 4 ACRES
PRIVATE ACCESS:
BURN SITE AND
0 600' 1200'
C-1
C-110
C -2
C -2
C -2
C -2
C -2
C-
C -2
C -2
C-330
SEDIMENT CONTROL IS NEEDED DURING THE CONSTRUCTION PERIOD.
(BMPS) ARE REQUIRED WHERE IT IS EVIDENT THAT EROSION OR
AT A MINIMUM, EROSION CONTROL BEST MANAGEMENT PRACTICES 2.
THROUGHOUT THE CONSTRUCTION PERIOD.
PRIOR TO COMMENCING EXCAVATION AND SHALL BE MAINTAINED
1. ALL NECESSARY EROSION CONTROL MEASURES SHALL BE INSTALLED
ENVIRONMENTAL NOTES:
PROMOTES LONG TERM STABILITY OF THE CHANNEL.
MODIFIED TIE IN AT ORIGINAL DESIGN CUT/GRADE IN A MANNER THAT
INCLUDE ANY VARIATIONS ON DESIGN CUT/GRADE AND SHALL INCLUDE
ACCORDANCE WITH SPECIFICATION SECTION 31 23 00 WHICH SHALL
“MODIFIED EXCAVATION IN VICINITY OF BURIED UTILITIES PLAN” IN
OF BURIED UTILITIES, CONTRACTOR SHALL ADDITIONALLY SUBMIT A
DETERMINED THAT DESIGN CUT WILL BE WITHIN 2 FEET (VERTICALLY)
EXCAVATING AND GRADING WITHIN VICINITY OF THE UTILITIES. IF IT IS
SUBMIT FOR APPROVAL PROPOSED MEANS AND METHODS FOR SAFELY
WITHIN 4 FEET (VERTICALLY) OF BURIED UTILITIES, CONTRACTOR SHALL
FOR SECTIONS WHERE IT IS DETERMINED THE DESIGN CUT WILL BE 9.
CAPACITY AS INDICATED IN THE DRAWINGS.
CONSTRUCTION STAKEOUT AS NECESSARY TO PROVIDE CHANNEL
BETWEEN THE SURVEYED CROSS SECTIONS. FIELD ADJUST
CROSS SECTIONS AND MAY NOT BE HORIZONTALLY ACCURATE
8. EXISTING TOPOGRAPHY SHOWN IS BASED ON SURVEYED CHANNEL
AND GRUBBING SHALL BE TAKEN TO DESIGNATED BURN SITE.
DESIGNATED DISPOSAL AREA. ORGANIC MATERIAL FROM CLEARING
SEDIMENT AND ROCK CLEARED FROM CHANNEL SHALL BE TAKEN TO 7.
USACE SAFETY MANUAL EM 385-1-1.
THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH
IN ADDITION TO MAINTAINING CONFORMITY TO OSHA REGULATIONS, 6.
ALL UTILITIES ON THE PROJECT SITE PRIOR TO CONSTRUCTION.
PROJECT SITE. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF
ON THE PLANS ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE
EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED
THE SERVICE RESTORED PROMPTLY AT THE CONTRACTOR’S EXPENSE.
CAUSED BY THE CONTRACTOR’S OPERATIONS SHALL BE REPAIRED AND
ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF THE SERVICE
UNLESS OTHERWISE INDICATED, DO NOT DISTURB EXISTING UTILITIES. 5.
UTILITIES, ETC. DUE TO DAMAGE BY CONSTRUCTION ACTIVITIES.
ROADS AS WELL AS FOR ANY REPAIRS NEEDED TO THE STREETS,
FOR PROVIDING THE EQUIPMENT AND TOOLS NEEDED TO CLEAN
DEBRIS, MUD, ETC. AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE
THE CONTRACTOR SHALL KEEP ROADS CLEAN OF CONSTRUCTION 4.
TO CONSTRUCTION.
COORDINATE DISCREPANCIES WITH THE CONTRACTING OFFICER PRIOR
PROVIDED BASELINE PRIOR TO BEGINNING CONSTRUCTION AND SHALL
AND CLEARING WITH RESPECT TO SITE FEATURES INCLUDING THE
THE CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED EXCAVATION 3.
WILL BE MADE AVAILABLE UPON CONTRACTOR’S REQUEST.
SOUTH 1602). ELEVATIONS ARE IN REFERENCE TO NAVD 88. CAD DATA
COORDINATES ARE PROVIDED IN NAD 1983 STATE PLANE (KY ZONE
SURVEY WAS ACCOMPLISHED DECEMBER 2019.2.
OCTOBER 20, 2018.
ACCORDING TO THE SOFTWARE, THE IMAGERY WAS CAPTURED ON
IMAGERY WAS IMPORTED INTO MICROSTATION FROM GOOGLE EARTH. 1.
GENERAL NOTES:
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SC
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SCSC
SC
SC
SC
SC
SC
X-1
SC
X-2
SC
DA1
DA2
DA3
DA4
DA5
DA6
DA7
DA8
DA9
DA10
DA11
DA12
DA13
DA14
DA15
DA16
DA17
DA18
DA19
DA20
DA21 DA22
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1742500
1742500
1743000
1743000
1743500
1743500
1744000
1744000
1744500
1745000
1745500
1746000
1746500
1747000
1747500
1748000
1748500
1749000
P E
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WORK LIMITS
CONSTRUCTION
SILT CHECK
BEN
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BENCH 2
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NOTES:
LEGEND
PONDING AREA
EXTENT OF
AT SOUTHWEST
AND NARROWS
MAINTANENCE
ACCOMODATE
ON BOTH SIDES TO
PAST ROADWAY EDGE
LIMITS EXTENDED 10'
LOCATION
CULVERT
EXISTING
APPROXIMATE
SEDIMENT POND SS-2
SEDIMENT POND SS-5
OF WORK LIMITS
TURN DOWNHILL NEAR EXTENT
WHERE DRAINAGE STARTS TO
SILT CHECKS TO BE PLACED
HAUL ROUTE B (TEMPORARY)
LOCATION
CULVERT
EXISTING
APPROXIMATE
LOCATION
CULVERT
EXISTING
APPROXIMATE
HAUL ROUTE M
SEDIMENT POND SS-1A
HAUL ROAD B (FINAL)
EDGE OF DISPOSAL)
(APPROX. 50'-100' PAST
DRAINAGE
TO TIE INTO EXISTING
EXTEND AT EXTENT
WORK LIMITS
HAUL ROUTE M
LOCATION
CULVERT
EXISTING
APPROXIMATE
HAUL ROAD A
HAUL ROAD A
HWY 186
(10' WIDE)
OF DISPOSAL
ROW #1 (TYPICAL)
SEDIMENT POND SS-6A
600'150'0 300'
ROUTE
DISPOSAL HAUL
DISPOSAL
EXTENTS OF
REQUIREMENTS OF THIS PERMIT AT ALL TIMES.
PERMIT NO. 807-9009. ALL CONTRACTOR PERSONNEL AND EQUIPMENT WILL ADHERE TO SAFETY
WORK AREA IS CURRENTLY DISTURBED AND PERMITTED BY DOUBLE MOUNTAIN MINING LLC. KY-DNR 13.
FOR SILT FENCE/SEDIMENT CONTROL DESIGN, SEE SPECIFICATION 31 23 00.12.
SITE ARE TO BE MAINTAINED AND CLEANED OUT AS NECESSARY.
ALL EXISTING DITCHES, CULVERTS, ETC. IMPACTED BY AND IN VICNITY OF CONTRACTOR ACTIVITY ON 11.
NECESSARY TO PREVENT SILT FROM ENTERING THE SEDIMENT PONDS.
TIMES AND SHALL BE INSTALLED PRIOR TO PLACEMENT OF ANY MATERIAL AND CLEANED OUT AS
THE OUTER ROW OF EACH BENCH TO INTERCEPT SURFACE DRAINAGE FROM FILLED BENCHES AT ALL
TEMPORARY SEDIMENT CONTROL SHALL BE MAINTAINED AT END OF EACH ROW OF FILL AND ALONG 10.
APPROPRIATE MEASURES FOR SEDIMENT CONTROL AND DITCH ARMORING.
THE NEW DRAINAGE DITCHES ARE TO TIE INTO EXISTING DITCHES AT EXTENTS OF DISPOSAL WITH 9.
BREAK FOR DRAINAGE OF NEW DRAINAGE DITCHES SHALL FOLLOW THAT OF EXISTING DITCHES.8.
ADEQUATE SPACE FOR A HAULAGE ROUTE AT THE EXTENT OF FILL ON EACH BENCH.
BUT SHOULD NOT BE PLACED WITHIN 15 FEET OF THE EDGE OF THE EXISTING BENCH TO ENSURE
THE NEW DRAINAGE DITCHES ARE TO BE PLACED NEAR THE OUTSIDE EXTENT OF EACH USED BENCH 7.
EACH BENCH. NEW DITCHES ARE TO BE AT LEAST 3 FEET WIDE BY 6 INCHES DEEP.
NEW DRAINAGE DITCH SHALL BE CONSTRUCTED ONCE FILL REACHES EXISTING DRAINAGE DITCH ON 6.
23 00.
FILL MATERIAL SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH SPECIFICATION SECTION 31 5.
FILL HEIGHT SHALL TYPICALLY BE BETWEEN 4 FEET AND 6 FEET4.
AND EXTENDING TO END OF ROW BEFORE BEGINNING NEXT OUTER ROW.
LOADS ARE TO BE DUMPED BEGINNING WITH ROW #1 (TYPICAL) STARTING WITH THE SOUTHEAST END 3.
TO BE USED.
SHALL BE PAVED PRIOR TO HAULAGE OF EXCAVATED MATERIAL THAT WOULD REQUIRE THIS ROUTE
BEGINNING OF HAUL ROUTE B (TEMPORARY) SHALL BE PAVED WITH STONE FROM BENCH 1 AND 2.
BENCH 1 OR BENCH 2.
STONE FROM UPPER EXTENT OF CHANNEL CLEARING SHALL BE COLLECTED AND STOCKPILED ON 1.
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US Army Corps
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B U
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BURNING AREA
DESIGNATED
APPROX. 4 ACRES
TOTAL AREA:
WORK LIMITS
OF EXCAVATION
DOWNSTREAM EXTENT
(APPROX. 24' WIDE)
ACCESS ROAD
FLOODWAY LIMITS
GENERAL NOTES:
BS2
BS1
BS3
BS4
BS5
BS6
BS7
BS8
BS9
BS10BS11
BS12
BS13
BS14
BS15
BS16
BS17
BS18
BS19
BS20
BS21
BS22
BS23
BS24
BS25
BS26
SPECIFIED.
PROPERLY DISPOSED OF IN DESIGNATED BURN SITE AS OTHERWISE
RESIDUAL MATERIAL WOULD STILL BE REQUIRED TO BE HAULED AND
CONTRACT, AND SHALL BE APPROVED BY COR PRIOR TO USAGE.
31 11 00, ALL ENVIRONMENTAL REQUIREMENTS AS OUTLINED IN THIS
AND USAGE SHALL COMPLY WITH REQUIREMENTS FROM SPECIFICATION
LB16 AND LB25, OUTSIDE OF FLOODWAY LIMITS. INCINERATOR PRODUCT
CHANNEL CLEARING WORK LIMITS, BETWEEN EXTENTS OF POINTS
MAY CHOOSE TO UTILIZE AN APPROVED INCINERATOR WITHIN THE
6. TO AVOID HAULING OF ORGANIC MATERIAL TO BURN SITE, CONTRACTOR
32 92 19.
PRACTICABLE AND IN ACCORDANCE WITH SPECIFICATION SECTION
TOPSOIL PLACEMENT AND SEEDING SHALL OCCUR AS SOON AS IS
ACCORDANCE WITH SECTION 01 57 19. SPREADING OF RESIDUALS,
5. BURNING SHALL OCCUR WITHIN ACCEPTABLE TIME FRAME IN
STREAM.
PREVENT MIGRATION OF SEDIMENT FROM REACHING WETLANDS OR
MINIMUM, FROM POINT BS11 TO POINT BS5 (ALONG WEST EXTENT) TO
AND SHALL INCLUDE A SILT FENCE AND TRENCH COMBINATION, AT A
ALONG WITH REQUIREMENTS FROM SPECIFICATION SECTION 01 57 19
IMPLEMENTED IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS
4. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE
3. AVOID ALL WETLAND AREAS IN VICINITY OF DEFINED WORK LIMITS
AREA TO CONTRACTING OFFICER FOR APPROVAL.
LIMITS TO BE REUSED DURING RESTORATION. PROPOSE STOCKPILE
2. STOCKPILE TOPSOIL FROM STRIPPING WITHIN THE WORK AREA
01 57 19, SECTION 32 92 19, AND SECTION 31 11 00
ACCOMPLISHED IN ACCORDANCE WITH SPECIFICATION SECTION
1. ALL ACTIVITY AT THE BURN SITE INCLUDING RESTORATION SHALL BE
Q E -6
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IPC
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IPC
IPC
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1166.8
1166.8S1166.9
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1168.6
1168.8
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1168.9S1168.9
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52+00 53+00 54+00 55+00 56+00
58+00 59+00 60+00 61+00 62+00
63+00
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SR A
10000
SR B
10001
SR 1
10002
SR C
10003
SR 2
10004
SR 3
10005
SR E
10006
SR 4
10007
SR 5
10008
SR 7
10009
SR G
10010
SR 8
10011
SR 10
10012
SR I
10013
SR K RESET 2019
10195
SR 14
10015
SR 15 RESET 2019
10194
SR 16 RESET 2019
10193
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ACCESS TO UPSTREAM
RIGHT BANK WORK AREA
ACCESS TO DOWNSTREAM
LEGEND
A R
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800'0 400'
LEFT BANK WORK AREA
ACCESS TO UPSTREAM
BASELINE
STATION 0+00 TO 75+00
APPROXIMATELY FROM
CENTERLINE OF LEVEE
BASELINE FOLLOWS
BANK WORK AREA
ACCESS TO MID LEFT
LEFT BANK WORK AREA
ACCESS TO DOWNSTREAM
AND ACCESS
BURN SITE
MIDDLE SCHOOL
MIDDLESBORO
EXCAVATION WORK LIMITS
FLOODWAY
HAUL ROUTE
BLOCK
ARTICULATED CONCRETE
EXCAVATION
APPROXIMATE LIMIT OF
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WORK AREA
ACCESS TO UPSTREAM
20007
2000520006
20001
20000
20002
20004
20003
SILT RANGE MONUMENTS
CONTROL MONUMENTS
CHANNEL SHALL ONLY OCCUR BETWEEN JUNE TO NOVEMBER IN ACCORDANCE WITH STATE WATER QUALITY REQUIREMENTS.
2. CLEARING AND GRUBBING SHALL ONLY OCCUR BETWEEN 15 NOVEMBER AND MARCH 31, AND EXCAVATION WORK AT THE
GRUBBING OR STRIPPING SHALL BE ACCOMPLISHED FOR THE RIGHT BANK AREA BETWEEN STATION 30+00 AND 59+00.
59+00 SHALL ALSO BE CLEARED OF WOODY VEGETATION BETWEEN THE CREEK AND THE STREAM-SIDE LEVEE TOE. NO
DESIGNATED FOR CHANNEL EXCAVATION. IN ADDITION TO THIS, THE PORTION OF THE RIGHT BANK BETWEEN STATION 30+00 AND
1. IN ACCORDANCE WITH SPECIFICATION 31 11 00, CLEARING, GRUBBING, AND STRIPPING SHALL BE ACCOMPLISHED FOR ALL AREAS
NOTES:
SITE RESTORATION INCLUDING REMOVAL, DISPOSAL AND RESTORATION OF ALL TEMPORARY MEASURES.7.
INSTALL ARTICULATED CONCRETE BLOCK SYSTEM ON THE LEVEE.6.
CHANNEL EXCAVATION AND DISPOSAL.5.
CLEARING, GRUBBING AND DISPOSAL.4.
INSTALL TEMPORARY RAMPS AND STREAM CROSSINGS AS REQUIRED.3.
PERIMETER ACCESS, CONSTRUCTION EXITS, SEDIMENT BARRIER, DIVERSIONS AND SILT CHECKS AS APPROPRIATE.2.
ITEMS AND SURVEY OBSTRUCTIONS TO THE WORK.
SITE RECONNAISSANCE TO LOCATE UTILITIES, DOCUMENT CONDITION OF PROPERTY, SURVEY REQUIRED PRECONSTRUCTION 1.
GENERAL WORK SEQUENCE:
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LB3 LB4
LB5
LB6 LB7
LB8
LB9
LB10
LB11
LB12
LB13
LB14
LB15
LB16
LB17
LB18
LB19
LB20
LB21
LB22
LB23
LB24
LB25
LB26
LB27
LB28
LB29
LB30
LB31
RB1
RB2 RB3
RB4
RB5
RB6
RB7
RB8 RB9 RB10
RB11
RB12
RB13
RB14
RB15
RB16
RB17 RB18
RB19
RB20
RB21
RB22
RB23
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ID
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15+00 20+00 25+00
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65+00 70+00
75+00 80+
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Q E -6
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WORK L
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12001200
12001200
-8+00 -7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00
2 YR W.S.E.
10 YR W.S.E.
100 YR W.S.E.
1000 YR W.S.E.
EXCAVATED BENCH GRADE
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EXISTING GROUND AT
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P V I .0
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P V I .6
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T
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R
NN
A N
S I
D
S T
A T
O
C H
A N
N E
L P
L A
N A
N D P
R O
F
IL
E
C-210
N A
S H
V
IL
L E T
E N
N E
S S
E
100'0 50'
P E
R C
U M
B E
R L
A N
D R
IV
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A S
IN
L O
C A
L P
R O
T E
C T
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N P
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C T
M
ID
D L E
S B
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O
B E
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K E
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K Y
M
ID
D L E
S B
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H A
N N
E L C
L E
A R
IN
G
S T
A
M A
T C
H L
IN
-2
E S
H E
Q
E -6
/1
11581159
11671168
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
X -3
S C
X -4
S C
X -5
S C
X -6
S C
X -7
S C
BASELINE
WORK LIMIT
WORK LIMIT
WORK LIMIT
WORK LIMIT
EXCAVATED TOP OF BANK
EXCAVATED TOE
BLOCK ARMORING
ARTICULATED CONCRETE
YELLOW CREEK
YELLOW CREEK YELLOW CREEK
OVERHEAD POWER
WATER MAIN
EXCAVATED BENCH
EXCAVATED BENCH
EXCAVATED BENCH
3:1 BANK CUT
3:1 BANK CUT
3:1 BANK CUT
3:1 BANK CUT
EDGE OF BENCH
LINE (RIGHT BANK)
OF ABANDONED WATER
AND 40-FEET DOWNSTREAM
NO EXCAVATION 10-FEET UP
9, SHEET G-002
BURIED UTILITY - SEE NOTE
F
IL
E N
A M
E
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
L L B
R O
C K
D E
S
IG
N E
D B
Y
W P -2
-B -0
S O
L
IC
IT
A T
IO
N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
11951195
11951195
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
2 YR W.S.E.
10 YR W.S.E.
100 YR W.S.E.
1000 YR W.S.E.
EXCAVATED BENCH GRADE
BASELINE
EXISTING GROUND AT
P V I .1
E L .4
P V I .2
E L .3
P V I .6
E L .0
P V I .2
E L .8
10" D.I.P. WATER LINE
C .d
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
S T
A T
O
C H
A N
N E
L P
L A
N A
N D P
R O
F
IL
E
C-211
N A
S H
V
IL
L E T
E N
N E
S S
E
P E
R C
U M
B E
R L
A N
D R
IV
E R B
A S
IN
L O
C A
L P
R O
T E
C T
IO
N P
R O J E
C T
M
ID
D L E
S B
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O
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L L C
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N T
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ID
D L E
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H A
N N
E L C
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A R
IN
G
S T
A
M A
T C
H L
IN
S E
E S
H E
A
M A
T C
H L
IN
E S
H E
S I
D
Q E -6
/1
D
"S (R
C P
W .V
11601160
16+00
17+00 18+00
19+00 20+00
21+00 22+00 23+00 24+00
25+00
26+00
27+0
28+
X -7
S C
X -8
S C
X -9
S C
X -1
S
C
X -1
S
C
60+72.81
SR-2
SR-C2
SR-C3
SR-D (U/S)
SR-D (D/S)
SR-3
BASELINE
WORK LIMIT
WORK LIMIT
WORK LIMIT
EXCAVATED TOP OF BANK
EXCAVATED TOE
BLOCK ARMORING
ARTICULATED CONCRETE
YELLOW CREEK
W
C U
M B
E R
L A
D
V
E
OVERHEAD POWER
EXCAVATED BENCH
EXCAVATED BENCH
EXCAVATED BENCH
EXCAVATED BENCH
3:1 BANK CUT
3:1 BANK CUT
OVERHEAD POWER
NATURAL GAS
WATER LINE
3:1 B
ANK CUT
EDGE OF BENCH
9, SHEET G-002
BURIED UTILITY - SEE NOTE
COORDINATES
TYP. SEE SHEET C-200 FOR
SILT RANGE MONUMENT,
F
IL
E N
A M
E
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
P L
O T S
C A
L E
P L
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A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
L L B
R O
C K
D E
S
IG
N E
D B
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W P -2
-B -0
S O
L
IC
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A T
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N N
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W P -2
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X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
11901190
11901190
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
2 YR W.S.E.
10 YR W.S.E.
100 YR W.S.E.
1000 YR W.S.E.
EXCAVATED BENCH GRADE
BASELINE
EXISTING GROUND AT
P V I .4
E L .8
P V I .1
E L .7
P V I .6
E L .5
P V I .5
E L .1
P V I .6
E L .6
P V I .8
E L .2
8" GAS LINE
C .d
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
S T
A T
O
C H
A N
N E
L P
L A
N A
N D P
R O
F
IL
E
C-212
N A
S H
V
IL
L E T
E N
N E
S S
E
P E
R C
U M
B E
R L
A N
D R
IV
E R B
A S
IN
L O
C A
L P
R O
T E
C T
IO
N P
R O J E
C T
M
ID
D L E
S B
O R
O
B E
L L C
O U
N T
Y
K E
N T
U C
K Y
M
ID
D L E
S B
O R
O C
H A
N N
E L C
L E
A R
IN
G
C -2
S E
E S
H E
A
M A
T C
H L
IN
A
M A
T C
H L
IN
S E
E S
H E
S I
D
Q E -6
/1
"S (R
C P
11501150
11551155
11571157
1157 1158
11581159
1 1162
11641165
1165 116628+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
40+00
X -1
S C
X -1
S C
SR-E
SR-E1 SR-4 SR-F
BASELINE
WORK LIMIT
WORK LIMIT
WORK LIMITWORK LIMIT
EXCAVATED TOP OF BANK
EXCAVATED TOE
BLOCK ARMORING
ARTICULATED CONCRETE
YELLOW CREEKYELLOW CREEK
EXCAVATED BENCH
EXCAVATED BENCH
3:1 BANK CUT
3:1 BANK CUT
EXCAVATED BENCH
3:1 BANK CUT
EDGE OF BENCH
9, SHEET G-002
BURIED UTILITY - SEE NOTE
COORDINATES
TYP. SEE SHEET C-200 FOR
SILT RANGE MONUMENT,
F
IL
E N
A M
E
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
P L
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C A
L E
P L
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A T
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D A
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M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
L L B
R O
C K
D E
S
IG
N E
D B
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W P -2
-B -0
S O
L
IC
IT
A T
IO
N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
11851185
11851185
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00
2 YR W.S.E.
10 YR W.S.E.
100 YR W.S.E.
1000 YR W.S.E.
EXCAVATED BENCH GRADE
BASELINE
EXISTING GROUND AT
P V I .7
E L .1
P V I .5
E L .6
P V I .9
E L .2
P V I .3
E L .8
12" R.C.P. SEWER LINE
ABANDONED STORM LINE
C .d
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
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E E
R
S T
A T
O
C H
A N
N E
L P
L A
N A
N D P
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F
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C-213
N A
S H
V
IL
L E T
E N
N E
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P lo t
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F il e N a m e
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C
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L O
C A
L P
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C T
IO
N P
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C T
M
ID
D L E
S B
O R
O
B E
L L C
O U
N T
Y
K E
N T
U C
K Y
M
ID
D L E
S B
O R
O C
H A
N N
E L C
L E
A R
IN
G
C -2
S E
E S
H E
A
M A
T C
H L
IN
A
M A
T C
H L
IN
S E
E S
H E
S I
D
Q E -6
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91149
11581159
11621163
40+
41+
42+
43+0
44+00 45+00
46+00 47+00 48+00
49+00
50+00
51+00
52+00
X -1
S C
SR-5
SR-6
SR-7
BASELINE
WORK LI
MIT
WORK LIMIT
WORK L
IMI
T
EXCAVATED TOP OF BANK
EXCAVATED TOE
BLOCK ARMORING
ARTICULATED CONCRETE
YELLOW CREEK
AIRPORT RD.
AIRPORT RD.
SANITARY SEWER
EXCAVATED BENCH
EXCAVATED BENCHEXCAVATED BENCH
3:1 BANK CUT
3:1 BANK CUT
3:1 BANK CUT
EXCAVATED B
ENCH
3:1
BANK C
UT
EDGE OF BENCH
COORDINATES
TYP. SEE SHEET C-200 FOR
SILT RANGE MONUMENT,
F
IL
E N
A M
E
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
P L
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C A
L E
P L
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A T
E
D A
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M A
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D E
S C
R
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T
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N D
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P P
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
L L B
R O
C K
D E
S
IG
N E
D B
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W P -2
-B -0
S O
L
IC
IT
A T
IO
N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
11801180
11801180
40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00
2 YR W.S.E.
10 YR W.S.E.
100 YR W.S.E.
1000 YR W.S.E.
EXCAVATED BENCH GRADE
BASELINE
EXISTING GROUND AT
P V I .5
E L .1
P V I .9
E L .2
P V I .2
E L
.1
C .d
S H
V
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L E D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
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IN
E E
R
S T
A T
O
C H
A N
N E
L P
L A
N A
N D P
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F
IL
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C-214
N A
S H
V
IL
L E T
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N E
S S
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P lo t
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F il e N a m e
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P
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C
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L O
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C T
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N P
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C T
M
ID
D L E
S B
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B E
L L C
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K E
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M
ID
D L E
S B
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H A
N N
E L C
L E
A R
IN
G
C -2
S E
E S
H E
A
M A
T C
H L
IN
S H
E
A
M A
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H L
IN
E E
K S
T O
N Y F
O
K
S I
D
Q E -6
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Di tc h S
S
S
S
11581159
116111621163
57+00 52+00 53+00 54+00 55+00 56+00
58+00 59+00 60+00 61+00 62+00 63+00
64+00
X-16
SC
SR-G
SR-8
SR-H
SR-9
BASELINE
WORK LIMIT
WORK LIMIT
WORK LIMIT
W O
R K L
IM
IT
EXCAVATED TOE
EXCAVATED TOP OF BANK
YELLOW CREEK
YELLOW CREEK A
IR
P O
R T
R D
SANITARY SEWER
NATURAL GAS
NATURAL GAS
EXCAVATED BENCH
EXCAVATED BENCH
EXCAVATED BENCH
3:1 BANK CUT 3:1 BANK CUT
3:1 BANK CUT
EXCAVATED BENCH
EXCAVATED BENCH
EDGE OF BENCH
9, SHEET G-002
BURIED UTILITY - SEE NOTE
COORDINATES
TYP. SEE SHEET C-200 FOR
SILT RANGE MONUMENT,
F
IL
E N
A M
E
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
P L
O T S
C A
L E
P L
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A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
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N D
A T
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P P
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
L L B
R O
C K
D E
S
IG
N E
D B
Y
W P -2
-B -0
S O
L
IC
IT
A T
IO
N N
O
W P -2
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X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
11801180
11801180
52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
2 YR W.S.E.
10 YR W.S.E.
100 YR W.S.E.
1000 YR W.S.E.
EXCAVATED BENCH GRADE
BASELINE
EXISTING GROUND AT
P V I .3
E L .1
P V I .4
E L .1
P V I .5
E L .3
P V I .0
E L
.3
C .d
S H
V
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L E D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R
S T
A T
O
C H
A N
N E
L P
L A
N A
N D P
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F
IL
E
C-215
N A
S H
V
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L E T
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N E
S S
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P lo t
D a te
F il e N a m e
:0
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P
M
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C
U s e rs \h e c x re s
S
H O
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C U
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P
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L O
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C T
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C T
M
ID
D L E
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Y
K E
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ID
D L E
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H A
N N
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A R
IN
G
C -2
S H
E
A
M A
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H L
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A
M A
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H L
IN
S E
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H E
S I
D
Q E -6
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Ditch
SS
1142 11421143
1147 1
11581159 1160
1165 1166
64+00
65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00
76+00
X -1
S C
SR-9
SR-10
SR-I
BASELINE
WORK LIMIT
WORK LIMIT
WORK LIMIT
EXCAVATED TOE
EXCAVATED TOP OF BANK
YELLOW CREEK
NATURAL GAS
EXCAVATED BENCH
EXCAVATED BENCH
EXCAVATED BENCH
3:1 BANK CUT
3:1 BANK CUT
3:1 BANK CUT
3:1 BANK CUT
EDGE OF BENCH
SANITARY SEWER
COORDINATES
TYP. SEE SHEET C-200 FOR
SILT RANGE MONUMENT,
F
IL
E N
A M
E
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
L L B
R O
C K
D E
S
IG
N E
D B
Y
W P -2
-B -0
S O
L
IC
IT
A T
IO
N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
11801180
11801180
64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00
2 YR W.S.E.
10 YR W.S.E.
100 YR W.S.E.
1000 YR W.S.E.
EXCAVATED BENCH GRADE
BASELINE
EXISTING GROUND AT
P V I .5
E L .1
P V I .3
E L .1
P V I .2
E L .1
P V I .1
E L
C .d
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
S T
A T
O
C H
A N
N E
L P
L A
N A
N D P
R O
F
IL
E
C-216
N A
S H
V
IL
L E T
E N
N E
S S
E t T im e
P lo t
D a te
F il e N a m e
:0
:4
P
M
/2
/2
C
U s e rs \h e c x re s
S
H O
R T
C U
T S
P
R O J E
C T S \L
R N -F lo o d R e d u c ti o n \M
ID
D
L E
S B
O R
O \M
A Y \1
C .d
P E
R C
U M
B E
R L
A N
D R
IV
E R B
A S
IN
L O
C A
L P
R O
T E
C T
IO
N P
R O J E
C T
M
ID
D L E
S B
O R
O
B E
L L C
O U
N T
Y
K E
N T
U C
K Y
M
ID
D L E
S B
O R
O C
H A
N N
E L C
L E
A R
IN
G
C -2
S E
E S
H E
A
M A
T C
H L
IN
A
M A
T C
H L
IN
S E
E S
H E
S I
D
Q E -6
/1
1144114
115511
76+00
77+00
78+00
79+00
80+00 81+00 82+00
83+00
84+00
85+0
86+
87+
88+
X -1
S C
BASELINE
WORK LIMIT
W O
R K L
IM
IT
EXCAVATED TOE
EXCAVATED TOP OF BANK
YELLOW CREEK
EXCAVATED BENCH
3:1 BANK CUT
3:1 BANK
CUT
EDGE OF BENCH
NATURAL GAS
SANITARY SEWER
F
IL
E N
A M
E
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
L L B
R O
C K
D E
S
IG
N E
D B
Y
W P -2
-B -0
S O
L
IC
IT
A T
IO
N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
11801180
11801180
76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00
2 YR W.S.E.
10 YR W.S.E.
100 YR W.S.E.
1000 YR W.S.E.
EXCAVATED BENCH GRADE
BASELINE
EXISTING GROUND AT
P V I .4
E L .1
P V I .0
E L
C .d
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
S T
A T
O
C H
A N
N E
L P
L A
N A
N D P
R O
F
IL
E
C-217
N A
S H
V
IL
L E T
E N
N E
S S
E t T im e
P lo t
D a te
F il e N a m e
:0
:4
P
M
/2
/2
C
U s e rs \h e c x re s
S
H O
R T
C U
T S
P
R O J E
C T S \L
R N -F lo o d R e d u c ti o n \M
ID
D
L E
S B
O R
O \M
A Y \1
C .d
P E
R C
U M
B E
R L
A N
D R
IV
E R B
A S
IN
L O
C A
L P
R O
T E
C T
IO
N P
R O J E
C T
M
ID
D L E
S B
O R
O
B E
L L C
O U
N T
Y
K E
N T
U C
K Y
M
ID
D L E
S B
O R
O C
H A
N N
E L C
L E
A R
IN
G
S T
A
M A T C
H L
IN
S E E S
H E
S I
D
Q E -6
/1
E N
A M
E
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
L L B
R O
C K
D E
S
IG
N E
D B
Y
W P -2
-B -0
S O
L
IC
IT
A T
IO
N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
3H:1V (TYP.)
EXISTING GROUND (TYP.)
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
0+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
2+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
4+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
6+00
E L E
V A
T
IO
N
EXCAVATED GRADE (TYP.)
BASELINE (TYP.)BASELINE STATIONING (TYP.)
ELEV: 1164.76
OFF: -116.48
ELEV: 1164.76
OFF: -77.16
ELEV: 1161.54
OFF: -77.41
ELEV: 1162.97
OFF: -76.61
ELEV: 1161.53
OFF: -102.72
ELEV: 1161.53
OFF: -169.62
ELEV: 1161.53
OFF: -60.66
ELEV: 1164.76
OFF: -48.28
ELEV: 1162.82
OFF: -142.92
ELEV: 1164.76
OFF: -105.16
ELEV: 1162.98
OFF: -56.57
ELEV: 1162.82
OFF: -108.95
t T im e
P lo t
D a te
F il e N a m e
:0
:4
P
M
/2
/2
C
U s e rs \h e c x re s
S
H O
R T
C U
T S
P
R O J E
C T S \L
R N -F lo o d R e d u c ti o n \M
ID
D
L E
S B
O R
O \M
A Y \1
C .d
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
E N
N E
S S
E E
U P
P E
R C
U M
B E
R L
A N
D R
IV
E R B
A S
IN
L O
C A
L P
R O
T E
C T
IO
N P
R O J E
C T
M
ID
D L E
S B
O R
O
B E
L L C
O U
N T
Y
K E
N T
U C
K Y
M
ID
D L E
S B
O R
O C
H A
N N
E L C
L E
A R
IN
G
A N
S I
D
S T
A T
O
C R
O S
S S
E C
T
IO
N S
C .d g n
C-310
Q E -6
/1
E N
A M
E
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
L L B
R O
C K
D E
S
IG
N E
D B
Y
W P -2
-B -0
S O
L
IC
IT
A T
IO
N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
8+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
10+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
12+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
14+00
E L E
V A
T
IO
N
EXISTING GROUND (TYP.)3H:1V (TYP.)
EXCAVATED GRADE (TYP.)
(APPROXIMATE)
STA. 12+00 - 10" D.I.P. WATER LINE
STA. 10+00 AND 14+00 - APPROXIMATE)
(CROSSES LEVEE AND CHANNEL IN VICINITY OF
10" D.I.P. WATER LINE AT SKEW - PROJECTED
STA. 10+00 AND 14+00 - APPROXIMATE)
(CROSSES LEVEE AND CHANNEL IN VICINITY OF
10" D.I.P. WATER LINE AT SKEW - PROJECTED
STA. 10+00 AND 14+00 - APPROXIMATE)
(CROSSES LEVEE AND CHANNEL IN VICINITY OF
10" D.I.P. WATER LINE AT SKEW - PROJECTED
BASELINE STATIONING (TYP.) BASELINE (TYP.)
ELEV: 1157.02
OFF: -107.09
ELEV: 1157.19
OFF: -103.84
ELEV: 1157.19
OFF: -161.50
ELEV: 1157.02
OFF: -164.74
ELEV: 1157.02
OFF: -50.57
ELEV: 1157.02
OFF: -69.79
ELEV: 1157.53
OFF: -164.73
ELEV: 1159.57
OFF: -167.92
ELEV: 1157.53
OFF: -103.67
ELEV: 1159.57
OFF: -75.86
ELEV: 1159.57
OFF: -100.37
ELEV: 1159.57
OFF: -59.24
ELEV: 1157.53
OFF: -60.00
ELEV: 1157.53
OFF: -72.79
t T im e
P lo t
D a te
F il e N a m e
:0
:4
P
M
/2
/2
C
U s e rs \h e c x re s
S
H O
R T
C U
T S
P
R O J E
C T S \L
R N -F lo o d R e d u c ti o n \M
ID
D
L E
S B
O R
O \M
A Y \1
C .d
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
E N
N E
S S
E E
U P
P E
R C
U M
B E
R L
A N
D R
IV
E R B
A S
IN
L O
C A
L P
R O
T E
C T
IO
N P
R O J E
C T
M
ID
D L E
S B
O R
O
B E
L L C
O U
N T
Y
K E
N T
U C
K Y
M
ID
D L E
S B
O R
O C
H A
N N
E L C
L E
A R
IN
G
A N
S I
D
S T
A T
O
C R
O S
S S
E C
T
IO
N S
C .d g n
C-311
Q E -6
/1
E N
A M
E
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
L L B
R O
C K
D E
S
IG
N E
D B
Y
W P -2
-B -0
S O
L
IC
IT
A T
IO
N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
EXISTING GROUND (TYP.)
3H:1V (TYP.)
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
16+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
18+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
20+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
22+00
E L E
V A
T
IO
N
3H:1V (TYP.)
(APPROXIMATE)
8" GAS LINE - PROJECTED FROM 22+50
BASELINE STATIONING (TYP.) BASELINE (TYP.)
ELEV: 1153.50
OFF: -73.35
ELEV: 1156.36
OFF: -139.81
ELEV: 1151.88
OFF: -122.73
ELEV: 1154.89
OFF: -155.20
ELEV: 1154.89
OFF: -47.17
ELEV: 1153.50
OFF: -163.42
ELEV: 1151.88
OFF: -179.47
ELEV: 1156.36
OFF: -173.92
ELEV: 1151.88
OFF: -63.93
ELEV: 1151.88
OFF: -82.44
ELEV: 1153.50
OFF: -94.31
ELEV: 1156.36
OFF: -47.77
ELEV: 1156.36
OFF: -97.42
ELEV: 1153.50
OFF: -51.69
GRADE (TYP.)
EXCAVATED
t T im e
P lo t
D a te
F il e N a m e
:0
:5
P
M
/2
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C
U s e rs \h e c x re s
S
H O
R T
C U
T S
P
R O J E
C T S \L
R N -F lo o d R e d u c ti o n \M
ID
D
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S B
O R
O \M
A Y \1
C .d
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
E N
N E
S S
E E
U P
P E
R C
U M
B E
R L
A N
D R
IV
E R B
A S
IN
L O
C A
L P
R O
T E
C T
IO
N P
R O J E
C T
M
ID
D L E
S B
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O
B E
L L C
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Y
K E
N T
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K Y
M
ID
D L E
S B
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H A
N N
E L C
L E
A R
IN
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A N
S I
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S T
A T
O
C R
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S S
E C
T
IO
N S
C .d g n
C-312
Q E -6
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E N
A M
E
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
P L
O T S
C A
L E
P L
O T D
A T
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
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/2
/2
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A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
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A R
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C K
D E
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D B
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-B -0
S O
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IC
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A T
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N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
EXISTING GROUND (TYP.)3H:1V (TYP.)
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
24+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
26+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
28+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
30+00
E L E
V A
T
IO
N
EXCAVATED GRADE (TYP.)
STA. 28+22 AND 28+74 - APPROXIMATE)
(CROSSES LEVEE AND CHANNEL IN VICINITY OF
12" R.C.P. SEWER LINE AT SKEW - PROJECTED
BASELINE STATIONING (TYP.) BASELINE (TYP.)
ELEV: 1150.68
OFF: -55.39
ELEV: 1150.68
OFF: -99.57
ELEV: 1151.24
OFF: -126.75
ELEV: 1151.47
OFF: -126.28
ELEV: 1150.68
OFF: -78.97
ELEV: 1151.47
OFF: -178.81
ELEV: 1151.26
OFF: -52.42
ELEV: 1151.47
OFF: -161.37
ELEV: 1150.68
OFF: -176.92
ELEV: 1151.47
OFF: -89.08
ELEV: 1152.47
OFF: -86.06
ELEV: 1150.05
OFF: -108.89
ELEV: 1150.05
OFF: -177.78
ELEV: 1152.46
OFF: -56.06
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IE (IN) - 1144.97
STA. 28+03.27, OFF. 74.67
MANHOLE LOCATED OFF PAGE AT
IE (OUT)-1145.8
STA. 29+57.47, OFF. -411.42
MANHOLE LOCATED OFF PAGE AT
Q E -6
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
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R E
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D W
N B
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Z D
B
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D B
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/1
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A M
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B A
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S U
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D B
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A R
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A R
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L L B
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D B
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W P -2
-B -0
S O
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IC
IT
A T
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N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
32+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
34+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
36+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
38+00
E L E
V A
T
IO
N
3H:1V (TYP.) EXISTING GROUND (TYP.)
EXCAVATED GRADE (TYP.) (DAYLIGHTS AT 37+50 - APPROXIMATE)
CONCRETE CAPPED STORM LINE AT SKEW - PROJECTED
BASELINE STATIONING (TYP.) BASELINE (TYP.)
ELEV: 1149.12
OFF: -100.92
ELEV: 1149.72
OFF: -172.24
ELEV: 1148.73
OFF: -181.36
ELEV: 1149.72
OFF: -98.02
ELEV: 1148.95
OFF: -115.59
ELEV: 1149.12
OFF: -169.71
ELEV: 1148.73
OFF: -107.29
ELEV: 1148.95
OFF: -184.23
t T im e
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
R E
S
D W
N B
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Z D
B
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D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
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D B
Y
Z A
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A R
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A R
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D B
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W P -2
-B -0
S O
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IC
IT
A T
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N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
EXISTING GROUND (TYP.)3H:1V (TYP.)
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
40+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
42+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
44+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
46+00
E L E
V A
T
IO
N
EXCAVATED GRADE (TYP.)
BASELINE STATIONING (TYP.) BASELINE (TYP.)
ELEV: 1147.95
OFF: -109.47
ELEV: 1147.51
OFF: -184.03
ELEV: 1147.95
OFF: -188.88
ELEV: 1148.35
OFF: -109.66
ELEV: 1147.02
OFF: -92.65
ELEV: 1147.02
OFF: -195.00
ELEV: 1147.51
OFF: -91.77
ELEV: 1148.35
OFF: -184.62
t T im e
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US Army Corps of Engineers
US Army Corps
ID
Sheet
R E
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N B
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Z D
B
C K
D B
Y
/1
/2
D A
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/2
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B E
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B A
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W P -2
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X
X
C O
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R A
C T N
O
S
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READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
EXISTING GROUND (TYP.)
3H:1V (TYP.)
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
48+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
50+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
52+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
54+00
E L E
V A
T
IO
N
EXCAVATED GRADE (TYP.)
(APPROXIMATE)
12" SEWER LINE
(APPROXIMATE)
12" SEWER LINE
BASELINE STATIONING (TYP.) BASELINE (TYP.)
ELEV: 1146.47
OFF: -204.62
ELEV: 1145.33
OFF: -113.87
ELEV: 1145.91
OFF: -137.61
ELEV: 1146.47
OFF: -83.68
ELEV: 1146.47
OFF: -155.53
ELEV: 1145.10
OFF: -116.20
ELEV: 1145.91
OFF: -69.70
ELEV: 1145.91
OFF: -196.46
ELEV: 1145.10
OFF: -180.04
ELEV: 1145.33
OFF: -181.12
ELEV: 1146.47
OFF: -68.18
ELEV: 1145.91
OFF: -94.49
t T im e
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
R E
S
D W
N B
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Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
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L
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B A
C H
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D B
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A R
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C O
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READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
EXISTING GROUND (TYP.)
3H:1V (TYP.)
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
56+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
58+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
60+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
62+00
E L E
V A
T
IO
N
EXCAVATED GRADE (TYP.)
(APPROXIMATE)
12" SEWER LINE
(APPROXIMATE)
12" SEWER LINE
(APPROXIMATE)
12" SEWER LINE
(APPROXIMATE)
12" SEWER LINE
(APPROXIMATE)
8" GAS LINE
BASELINE STATIONING (TYP.) BASELINE (TYP.)
(APPROXIMATE)
8" GAS LINE AT STA. 61+00 - PROJECTED
(APPROXIMATE)
8" GAS LINE AT STA. 61+00 - PROJECTED
ELEV: 1146.27
OFF: -162.09
ELEV: 1145.63
OFF: -118.65
ELEV: 1145.48
OFF: -141.17
ELEV: 1146.27
OFF: -63.61
ELEV: 1145.48
OFF: -83.71
ELEV: 1146.27
OFF: -81.97
ELEV: 1145.13
OFF: -180.95
ELEV: 1146.27
OFF: -187.51
ELEV: 1145.13
OFF: -105.40
ELEV: 1145.48
OFF: -189.17
ELEV: 1145.63
OFF: -176.43
ELEV: 1145.48
OFF: -98.52
t T im e
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A
B
M A
R K
A P
P R
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
L L B
R O
C K
D E
S
IG
N E
D B
Y
W P -2
-B -0
S O
L
IC
IT
A T
IO
N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
64+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
66+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
68+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
70+00
E L E
V A
T
IO
N
3H:1V (TYP.)
EXISTING GROUND (TYP.)
EXCAVATED GRADE (TYP.)
(APPROXIMATE)
12" SEWER LINE
(APPROXIMATE)
12" SEWER LINE
(APPROXIMATE)
12" SEWER LINE
(APPROXIMATE)
12" SEWER LINE
(APPROXIMATE)
8" GAS LINE
(APPROXIMATE)
8" GAS LINE
(APPROXIMATE)
8" GAS LINE
(APPROXIMATE)
8" GAS LINE
BASELINE STATIONING (TYP.) BASELINE (TYP.)
ELEV: 1143.30
OFF: -191.30
ELEV: 1143.30
OFF: -105.71
ELEV: 1143.30
OFF: -102.42
ELEV: 1144.38
OFF: -190.82
ELEV: 1143.11
OFF: -116.56
ELEV: 1143.30
OFF: -146.21
ELEV: 1143.76
OFF: -192.21
ELEV: 1143.76
OFF: -144.61
ELEV: 1143.11
OFF: -122.53
ELEV: 1144.38
OFF: -91.11
ELEV: 1144.38
OFF: -93.95
ELEV: 1144.38
OFF: -133.96
ELEV: 1143.11
OFF: -201.28
ELEV: 1143.76
OFF: -96.06
ELEV: 1143.76
OFF: -93.12
ELEV: 1143.11
OFF: -159.06
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M A
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D E
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N D
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
R E
S
D W
N B
Y
Z D
B
C K
D B
Y
/1
/2
D A
T E
/2
/2
B E
N J
A M
IN
L
R O
H R
B A
C H
S U
B M
IT
T E
D B
Y
Z A
C H
A R
Y D
A R
R E
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D E
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N E
D B
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W P -2
-B -0
S O
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N N
O
W P -2
-C -0
X
X
C O
N T
R A
C T N
O
S
IZ
E
READY TO ADVERTISE (RTA)
F
IL
E N
U M
B E
R
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
72+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
74+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
76+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260
78+00
E L E
V A
T
IO
N
3H:1V (TYP.)
EXISTING GROUND (TYP.)
EXCAVATED GRADE (TYP.)
(APPROXIMATE)
12" SEWER LINE
(APPROXIMATE)
12" SEWER LINE
(APPROXIMATE)
8" GAS LINE
(APPROXIMATE)
8" GAS LINE
(APPROXIMATE)
8" GAS LINE
(APPROXIMATE)
8" GAS LINE
BASELINE STATIONING (TYP.) BASELINE (TYP.)
ELEV: 1143.07
OFF: -152.73
ELEV: 1143.08
OFF: -163.03
ELEV: 1143.07
OFF: -176.10
ELEV: 1143.10
OFF: -162.67
ELEV: 1143.08
OFF: -201.62
ELEV: 1143.09
OFF: -206.37
ELEV: 1143.09
OFF: -160.63
ELEV: 1143.10
OFF: -123.10
ELEV: 1143.10
OFF: -207.50
ELEV: 1143.08
OFF: -103.81
ELEV: 1143.08
OFF: -111.61
ELEV: 1143.09
OFF: -107.04
ELEV: 1143.09
OFF: -115.15
ELEV…
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