W912QR22B0008_Plans_Vol3-0000.pdf
PDF 40 MB Posted
- Attached to
- Johnson County Phase II Construction
- Solicitation number
- W912QR22B0008
About this file
This document provides details for a federal contract opportunity issued by the Department of the Army Corps of Engineers Engineering District Louisville. The solicitation seeks a firm-fixed price contract for Phase II construction work in Johnson County, Kentucky. Specifically, the work includes construction of an approximately 100 foot V-shaped earthen levee across a drainage channel in East Paintsville with a 25-30 foot height and one gate well control structure. In West Paintsville, the work involves construction of approximately 1,400 linear feet of 10 foot tall concrete T-wall/I-wall floodwall with drainage pipe penetrations and some regrading. Responses to the invitation for bid are due by the date specified in solicitation number W912QR22B0008. The contract is to be awarded on a lowest price technically acceptable basis.
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| W912QR22B0008-0002.pdf | ||
| W912QR22B0008-0001.pdf | ||
| W912QR22B0008_Specs_Vol1of2-0000.pdf | ||
| W912QR22B0008_Plans_Vol1-0000.pdf | ||
| W912QR22B0008_Specs_Vol2of2-0000.pdf | ||
| W912QR22B0008_Plans_Vol2-0000.pdf | ||
| W912QR22B0008_Plans_Vol4-0000.pdf |
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Text version
SOLICITATION NO.:
CONTRACT NO.:
MARCH 2022ISSUE DATE:
PAINTSVILLE FLOOD RISK MANAGEMENT PROJECT
P2# 475556
PHASE 2 EAST LEVEE AND WEST FLOODWALL
JOHNSON COUNTY, KY
of Engineers
US Army Corps
D1
SCALE: NTS
PAINTSVILLE VICINITY MAP
G13
SCALE: NTS
JOHNSON COUNTY VICINITY MAP
Reviewed by: *
Approval Recommended: *
Project Engineer/Architect
Approved: *
Chief, Engineering Division
APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICAL RECOMMENDATION AND
Date
Date
Date
REQUIRED BY ER 1110-1-8152.
OPERATING WITHIN THE SCOPE OF THIER EMPLOYMENT. SIGNATURES ARE
REGISTRATION DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE
LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND
THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS, *
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WASHOUT STATIONS PRIOR TO DELIVERY OF ANY CONCRETE.
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OR STANDARD INDUSTRY PRACTICE, AS APPROPRIATE.
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HANDLING, VEHICLE FUELING AND MAINTENANCE, SPILL RESPONSE AND
GOOD HOUSEKEEPING MEASURES FOR MATERIALS STORAGE AND 12.
UPGRADIENT AREAS IS ESTABLISHED AND DITCHES ARE STABLE.
OTHER TEMPORARY CONTROLS MUST BE REMOVED AFTER VEGETATION IN
SILT FENCES, DITCH CHECKS, NON-PERMANENT SEDIMENT TRAPS, AND 11.
WASTES, FUELS AND OILS, TRASH AND LITTER, OR OTHER MATERIALS.
CONTAMINATED RUNOFF OR OTHER IMPACTS FROM PAINT OR CONCRETE
GOOD HOUSEKEEPING PRACTICES MUST BE APPLIED TO PREVENT 10.
EQUIPMENT, AND SOIL DISTURBANCE ACTIVITIES.
AND SINKHOLES MUST BE FLAGGED AS OFF-LIMITS TO VEHICLES,
ALL AREAS WITHIN 25 TO 50 FT. OF STREAMS, RIVERS, LAKES, WETLANDS, 9.
PERMANENT SEEDING OR MULCHING WITHIN 14 DAYS.
GRADING, OR FILL ACTIVITIES MUST BE STABILIZED WITH TEMPORARY OR
ALL BARE SOIL AREAS NOT SUBJECT TO ACTIVE CLEARING, EXCAVATION, 8.
COVERED UNDER A KPDES PERMIT.
DISCHARGES TO STORM DRAINS, DITCHES, OR WATER BODIES MUST BE
OR FILTERING DEVICE AND CLEANED BEFORE BEING DISCHARGED.
OTHER EXCAVATION ACTIVITIES MUST BE PUMPED TO A SEDIMENT TRAPPING
SEDIMENT-LADEN WATER ENCOUNTERED DURING TRENCHING, BORING, OR 7.
SECTION 404 PERMIT.
CROSSING STRUCTURES AUTHORIZED UNDER A USACE CLEAN WATER ACT
ALL STREAM CROSSINGS MUST USE PROPERLY DESIGNED LOW WATER 6.
ADEQUATELY CONTAINED USING SILT FENCE.
AND CATCH BASINS. STOCKPILES MUST BE SEEDED, MULCHED, AND
SOIL STOCKPILES MUST BE LOCATED AWAY FROM STREAMS, PONDS, SWALES 5.
AND ROCK TRACKED ONTO THE ROADWAY MUST BE REMOVED DAILY.
AND ROCK FROM CONSTRUCTION AREAS ONTO PUBLIC ROADWAYS. SOIL
INSTALL CONSTRUCTION EXIT TO MINIMIZE THE TRACKING OF MUD, SOIL, 4.
THE SITE.
HEAVILY ERODED AREAS AS NEEDED TO PREVENT SEDIMENT FROM LEAVING
APPROVED CONTROLS MUST BE INSTALLED AS NEEDED, DOWNGRADIENT OF
TEMPORARY SEDIMENT TRAPS WITH ROCK OR EARTHEN DIKES OR OTHER 3.
MAXIMIZE DETENTION AND SEDIMENT REMOVAL DURING CONSTRUCTION.
IS SEEDED AND STABILIZED. OUTLETS MUST BE MODIFIED, IF NECESSARY, TO
PERFORM AS SEDIMENT BASINS UNTIL THE CONTRIBUTING DRAINAGE AREA
DETENTION BASINS, IF USED, MUST BE CONSTRUCTED FIRST, AND MUST 2.
CLEARING, EXCAVATION, OR PLACEMENT OF FILL MATERIAL.
PADS, TRAPS, AND SILT FENCES MUST BE INSTALLED BEFORE LAND
DISTURBING ACTIVITIES. SEDIMENT CONTROLS SUCH AS ROCK SITE EXIT
THE SWPPP MUST BE DEVELOPED AND IMPLEMENTED BEFORE ANY LAND-1.
CONTRACTOR WORK LIMITS
GRADING LIMITS
SILT FENCE; SEE DETAIL A16 SHEET GC501
FDI
CE
PREVENT SOIL LOSS AND SOIL TRANSPORT INTO WATER FEATURES.
PREVENTION AND SEDIMENT CONTROL MEASURES AS NECESSARY TO
1. MAINTAIN TEMPORARY BORROW SITE ACCESS ROAD. INSTALL EROSION
SEE DETAIL A1, SHEET GC501
CONCRETE WASHOUT;
CW
TURBIDITY CURTAIN; SEE DETAIL A11 SHEET GC502
FLOW DIRECTION
CD
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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
IZ
E
M A
R K
D E
S C
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IP
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IO
N D
A T
E
SHEET ID
®of Engineers US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
IE
D F
IN
A
L
J O
H N
S O
N C
O U
N T
Y K
E N
T U
C K
Y
E A
S T
A N
D W
E S
T P
A
IN
T S
V
IL
L E
F L
O O
D W
A L
L A
N D
L E
V E
E
P H
A S
E
F L O
O D
R
IS
K M
A N
A G
E M
E N
T P
R O
J E
C T
L O
U
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V
IL
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D
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T R
IC
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M A
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L
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IN
G
J R
P
L
L O
U
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V
IL
L E
K
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A N
S I D
M A
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H
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O S
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N
C O
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R O
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IT
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P L
GC101
I.
W
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IL
B A
K E
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T F
R O
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C
C A
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K
H O
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A1
EROSION CONTROL SITE PLAN
1"=20'SCALE: 20' 40'0
N
W
2Q R
B0
8_
Pl an s_ Vo l3 -0
618.7
618.2
618.4
617.5
618.1
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613.3
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617.1
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618.4
611.4
618.3
612.3
618.5
612.7
618.7
618.1
618.8
618.8
617.9
617.1
617.9
618.5
613.8
617.1
618.4
618.5
618.3
618.3
596.9
592.1
595.9
589.5
593.7
599.4
583.5
596.0
593.2
596.5
592.5
596.5
590.2
596.3
583.5
594.6
592.2
596.9
591.4
596.4
590.9
592.4
583.4
594.2
593.4
597.6
591.1
596.3
591.8
598.4
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593.9
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586.4
592.5
588.5
593.4
596.5
594.2
591.2
587.7
593.0
586.1
593.7
596.3
593.8
592.4
588.2
593.1
583.8
603.0
592.5
596.4
592.0
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589.1
592.6
596.3
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594.1
591.2
592.6
583.2
594.2
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601.3
592.9
587.8
590.6
588.5
591.2
590.6
591.2
583.5
591.4
579.3
593.2
607.1
592.6
580.4
580.4
595.9
581.6
591.2
593.9
580.2
613.9
617.3
590.4
608.3
589.5
615.0
591.3
606.0
580.7
593.0
588.2
589.2
591.8
590.9
592.4
590.4
589.4
611.6
591.3
592.4
616.6
593.0
579.8
588.6
591.8
605.5
592.5
596.3
615.2
606.8
580.3
609.0
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612.2
590.0
591.3 591.2
615.1
590.4
588.6
615.1
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589.0
610.2
580.5
581.1
607.0
580.5
590.8
591.8
592.4
592.7
590.8
591.8
592.4
592.7
591.1
591.9
591.8
592.6 580.5
580.0
592.4
611.6
592.7
615.1
591.1
596.8
590.6
583.6
592.4
597.6
593.5
598.0
597.3
590.4
583.7
592.5
592.6
593.6
586.6
590.4
590.2
591.3
597.3
597.6
592.5
583.7
591.1
589.5
590.4
592.2
593.0
596.3
579.7
587.4
587.9
608.9
579.9
588.5
591.2
617.6
582.9
584.4
608.0
581.9
592.6
582.4
580.5
592.4
580.9
596.7
579.6
587.4
586.4
609.0
579.9
588.6
596.8
608.4
583.1
584.7
608.5
582.0
598.6
582.4 580.5
596.5
581.0
593.3
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591.4
588.6
590.6
597.6
593.7
598.1
592.5
583.1
609.0
588.2
615.2
592.7
599.7
592.5
596.4
583.9
607.6
589.0
609.3
593.1
591.8
597.4
583.6
592.9
589.1
593.9
598.0
595.9
592.8
579.9
588.0
580.3
588.9
583.6
587.1
582.2
582.6
580.7
581.4
579.8
588.2
580.3
589.0
583.6
587.1
582.2
582.7
580.8
613.6
614.6
612.9
618.9
617.1
609.5
612.9
617.4
610.7
609.5
617.4
614.6
617.4
606.9
618.9
606.9
618.9
612.8
618.5
612.7 612.8
610.4
618.4
612.9
609.4
617.4
612.8
612.8
612.8612.9
618.4
612.6
612.9
618.3
612.7
612.9
618.7
594.6
602.9
582.9592.5
581.5
614.3
595.8
601.1
583.4
593.0
580.9
613.9
597.7
600.5
583.9
592.9
582.1
613.8
602.7
600.1
586.6
592.8
580.7
581.9
613.3
593.6
584.0
588.6
580.0
593.9
582.6
589.0
580.4
617.0
594.5
583.2
590.4
580.4
616.6
594.6
582.6
591.2
581.6
615.8
593.3
583.9
587.9
580.3
613.0
593.3
583.4
588.0
580.4
612.7
608.4
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597.8
589.1
605.5
585.9 609.9
613.3
612.1
618.0
618.0
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586.6
582.2
582.4
580.7
581.2
618.0
616.1 616.1
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612.1
618.0
612.1
618.0
612.1
618.0
612.1
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608.9
599.7
586.9
588.6
599.3
595.9
609.0
602.2
591.8
588.6
598.1
592.6
595.4
608.5
597.7
590.9
593.7
588.5
589.0
596.9
586.0
592.6
595.5
607.7
593.1
592.4
593.9
589.2
589.7
582.0
596.5
586.5
591.9
579.6
615.2
604.5
589.9
589.9
597.5
581.1
615.2
598.9
590.4
590.4
602.2
597.6
615.3
599.1
590.4
590.4
600.5
598.1
580.2
612.4
597.7
589.1
588.2
599.4
596.8
596.2
593.3
594.4
583.8
596.4
593.3
595.1
584.6
597.5
579.8
608.0
593.5
595.3
591.3
590.5
584.9
596.7
597.7
580.5
608.6
593.7
595.3
591.0
589.8
585.1
597.4
595.5
592.5
594.0
582.5
587.0
595.7
592.5
594.1
582.8
587.2
595.8
592.7
594.4
583.1
587.3
595.9
593.0
594.4
583.2
587.8
616.1
618.0
591.7
605.3
581.7
595.1
615.8
593.3
607.6
580.4
595.3
615.6
597.6
609.7
580.5
596.3
615.0
592.9
606.5
580.5
593.0
618.4
599.7
588.3
608.4
584.0
609.6
598.6
590.4
606.8
582.1
609.1
590.4
609.0
581.8
589.2
609.0
590.6
609.3
581.8
590.7
616.3
598.0
590.0
606.0
587.8
618.0
612.6
618.2
618.3
618.1
617.6
618.3 618.2
618.1
618.3
618.1
617.6
618.3 618.2
618.2
618.3
618.0
618.3 618.2
618.2
618.3
617.1
618.3 618.1
618.3
618.3
617.6
618.2
618.1
618.3
618.3
617.9
618.2
618.1
618.2
618.3
618.1
612.3
618.3
618.2
618.2
618.3
618.1
614.5
618.3
618.2
618.2618.3
618.1
615.9
618.3
618.2
618.2
618.3 618.0
618.3
618.2
579.3
590.8
594.2
579.4
590.6
594.1
591.8
594.0
579.6
589.7
580.4
616.4
592.4
611.5
592.8
590.3
591.8
593.0
591.8
592.5
589.7
591.3
592.0
592.5
590.6
591.8
592.1
592.5
590.4
591.8
592.2
592.6
618.0
618.0
618.0
618.1
617.4
618.0
613.8
617.6
618.1
615.1
618.1
617.9
616.0
618.1
618.0
618.0
618.0
613.6
618.0
618.0
618.7
618.0
616.7
618.0
618.0
614.1
618.0
615.8
617.7 617.9
616.4
614.3 615.8616.4
618.0
617.9
617.1
614.3
615.8
618.3
616.4
617.9 613.7
617.1
614.3
616.4
618.5
617.1
618.0
614.3
617.9
614.3 616.4
617.7
614.3
617.9
617.1
615.0
617.9
615.0
615.1
617.0
617.1 615.7
618.1
615.1615.1
617.0
617.1
615.8
613.4
615.7
615.8
617.9
617.1
616.4
613.7 615.8
618.0
613.4
617.1
616.4 614.3
618.0
614.9
617.9
614.3
617.9
616.4
614.9
617.9
615.1
608.3
612.3
609.9
617.0
617.9
617.9
612.1
611.4
612.6
617.9
617.5
616.8
612.3
608.6
609.9
618.0
617.2
612.3
612.2
612.1
618.0
615.5
618.4
613.0
616.8
617.0
616.9
618.3
618.3
613.3
612.3
617.6
617.0
617.9
613.3
612.3
617.9
617.1
618.4
607.0
612.3
617.0
617.1
618.3
612.1
617.3
612.0
617.4
618.3
616.3
613.0
617.1
613.5
617.5
618.4
617.9
618.0
617.8
614.3
618.1
618.0
617.8
613.8
581.4
579.9
588.2
582.9
606.0
580.5
589.3
588.0
595.8
583.8
587.2
582.2
593.0
582.8
580.8
590.9
581.8
597.5
579.9
588.4
591.2
596.7
580.4
589.3
587.7
586.0
584.1
587.4
582.4
597.8
582.8
593.4
580.8
593.9
581.8
592.9
579.8
587.5
580.1
588.7
583.2
586.0
582.0
582.4
580.5
581.0
579.8
587.6
580.1
588.8
583.4
586.1
582.2
582.4
580.6
581.1
579.8
587.8
580.2
588.9
583.4
586.6
582.2
582.4
580.6
581.1
579.8
588.0
617.1
615.0
614.7
615.2
612.6
615.2
611.1
612.3
613.6
617.1
616.8
605.4
607.9
615.9
606.8
606.3
613.4
605.5
613.6
617.0
604.2
611.8
616.9
607.0
611.5
608.5
608.8
617.0
592.7
605.1
605.5
615.8
596.1
610.6
606.2
615.2
.9
S
P C
4001+20.02STA
#1PT
,4 ,5 .1
,2 .6
.0
S
B
L E
V
4001+93.69STA
POELEVEE
4001+00
DETAILS, SEE SHEET EAST-CD401
DEMOLISH STRUCTURE
2,497,515.78 E
2,194,250.81 N
2,497,493.97 E
2,194,172.08 N
2,497,489.89 E
2,194,134.59 N
2,497,519.62 E
2,194,115.53 N
2,497,583.41 E
2,194,105.19 N
2,497,592.83 E
2,194,089.80 N
2,497,624.48 E
2,194,098.80 N 2,497,646.25 E
2,194,079.90 N
2,497,739.03 E
2,194,127.79 N
2,497,748.71 E
2,194,164.46 N
2,497,671.58 E
2,194,226.31 N
2,497,615.91 E
2,194,200.51 N
2,497,533.40 E
2,194,263.67 N
WILL BE COMPLETED BY OTHERS.
WITH GROUT. CONNECTIONS AND DISCONNECTIONS
THE EXISTING LINE BY COMPLETELY FILLING
UPON COMPLETION OF NEW LINE, ABANDON
EXISTING WATER LINE IS A DEEP DRILLED LINE.
8" W
ATE
R
LIN
E
" W
A T E
R L
IN
E
" W
A T E
R L
IN
E
" W
A T E
R L
IN
E
2" WATER LINE
6" W
AT
ER
LI
NE
2" WATER LINE
8" PVC PIPE OUT 604.8'
8" PVC PIPE INV 604.8'
8" PVC PIPE INV 604.8'
LID ELEV: 612.0
SANITARY MANHOLE 11108
8" PVC PIPE OUT
8" PVC PIPE INV
SANITARY MANHOLE 11107
8" PVC PIPE OUT
8" PVC PIPE INV
SANITARY MANHOLE 11100
8" PVC PIPE OUT 604.8'
8" PVC PIPE INV 604.8'
8" PVC PIPE INV 604.8'
LID ELEV: 612.0
SANITARY MANHOLE 11108
8" PVC PIPE OUT
8" PVC PIPE INV
SANITARY MANHOLE 11115
SHEET KEYNOTES
15. DEMO GUARDRAIL
DEMO FIBER OPTIC LINE14.
DEMO NATURAL GAS LINE13.
DEMO STORM DRAIN12.
DEMO SANITARY LINE11.
DEMO WATER LINE10.
DEMO FENCE9.
DEMO MANHOLE8.
DEMO HEADWALL7.
ASPHALT REMOVAL6.
DEMO CURB5.
REMOVE LIGHT POLE4.
REMOVE WHEEL STOP3.
EDGE KEY MILLING2.
FULL DEPTH SAWCUT1.
DEMOLITION NOTES
CONSTRUCTION.
SPECIFICATION 31 00 00.00 06 EARTHWORK, AND 35 41 00 LEVEE
ZONE OF THE LEVEE EMBANKMENT/FLOODWALL IN ACCORDANCE WITH
BACKFILL UTILITIES REMOVED OR CONSTRUCTED WITHIN THE INFLUENCE 2.
SEE DEMOLITION SPECIFICATION 02 41 001.
LEGEND
CLEAR AND GRUB AREA
DEMOLISH STRUCTURE
DEMOLISH CONCRETE
DEMOLISH ASPHALT
LINEAR DEMOLITION
FENCE
GAS LINE
STORM SEWER LINE
SANITARY SEWER LINE
WATER LINE
CONTRACTOR WORK LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
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AERIAL VIEW OF STRUCTURE
FRONT OF STRUCTURE
SCALE: NTS
A1
DATA FROM FIRST FLOOR SURVEY
SCALE: NTS
A13
EAST
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617.1
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617.8
617.1
617.5
618.4
611.4
618.3
612.3
618.5
612.7
618.7
618.1
618.8
618.8
617.9
617.1
617.9
618.5
613.8
617.1
618.4
618.5
618.3
618.3
596.9
592.1
595.9
589.5
593.7
599.4
583.5
596.0
593.2
596.5
592.5
596.5
590.2
596.3
583.5
594.6
592.2
596.9
591.4
596.4
590.9
592.4
583.4
594.2
593.4
597.6
591.1
596.3
591.8
598.4
583.1
593.9
597.0
591.3
586.4
592.5
588.5
593.4
596.5
594.2
591.2
587.7
593.0
586.1
593.7
596.3
593.8
592.4
588.2
593.1
583.8
603.0
592.5
596.4
592.0
593.9
589.1
592.6
596.3
582.5
597.9
592.7
594.1
591.2
592.6
583.2
594.2
583.5
603.8
591.7
601.3
592.9
587.8
590.6
588.5
591.2
590.6
591.2
583.5
591.4
579.3
593.2
607.1
592.6
580.4
580.4
595.9
581.6
591.2
593.9
580.2
613.9
617.3
590.4
608.3
589.5
615.0
591.3
606.0
580.7
593.0
588.2
589.2
591.8
590.9
592.4
590.4
589.4
611.6
591.3
592.4
616.6
593.0
579.8
588.6
591.8
605.5
592.5
596.3
615.2
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580.3
609.0
590.7
612.2
590.0
591.3 591.2
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590.4
588.6
615.1
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595.3
612.2
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589.0
610.2
580.5
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590.8
591.8
592.4
592.7
590.8
591.8
592.4
592.7
591.1
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591.8
592.6 580.5
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592.7
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591.1
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590.6
583.6
592.4
597.6
593.5
598.0
597.3
590.4
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592.5
592.6
593.6
586.6
590.4
590.2
591.3
597.3
597.6
592.5
583.7
591.1
589.5
590.4
592.2
593.0
596.3
579.7
587.4
587.9
608.9
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588.5
591.2
617.6
582.9
584.4
608.0
581.9
592.6
582.4
580.5
592.4
580.9
596.7
579.6
587.4
586.4
609.0
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596.8
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588.6
590.6
597.6
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598.1
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588.2
615.2
592.7
599.7
592.5
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589.0
609.3
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597.4
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592.9
589.1
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595.9
592.8
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588.0
580.3
588.9
583.6
587.1
582.2
582.6
580.7
581.4
579.8
588.2
580.3
589.0
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587.1
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580.8
613.6
614.6
612.9
618.9
617.1
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617.4
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614.6
617.4
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618.9
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618.4
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617.4
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618.4
612.6
612.9
618.3
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602.9
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601.1
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597.7
600.5
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592.9
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602.7
600.1
586.6
592.8
580.7
581.9
613.3
593.6
584.0
588.6
580.0
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589.0
580.4
617.0
594.5
583.2
590.4
580.4
616.6
594.6
582.6
591.2
581.6
615.8
593.3
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587.9
580.3
613.0
593.3
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585.9 609.9
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586.6
582.2
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618.0
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612.1
618.0
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599.7
586.9
588.6
599.3
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602.2
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588.6
598.1
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595.4
608.5
597.7
590.9
593.7
588.5
589.0
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586.0
592.6
595.5
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593.1
592.4
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589.2
589.7
582.0
596.5
586.5
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615.2
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589.9
589.9
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581.1
615.2
598.9
590.4
590.4
602.2
597.6
615.3
599.1
590.4
590.4
600.5
598.1
580.2
612.4
597.7
589.1
588.2
599.4
596.8
596.2
593.3
594.4
583.8
596.4
593.3
595.1
584.6
597.5
579.8
608.0
593.5
595.3
591.3
590.5
584.9
596.7
597.7
580.5
608.6
593.7
595.3
591.0
589.8
585.1
597.4
595.5
592.5
594.0
582.5
587.0
595.7
592.5
594.1
582.8
587.2
595.8
592.7
594.4
583.1
587.3
595.9
593.0
594.4
583.2
587.8
616.1
618.0
591.7
605.3
581.7
595.1
615.8
593.3
607.6
580.4
595.3
615.6
597.6
609.7
580.5
596.3
615.0
592.9
606.5
580.5
593.0
618.4
599.7
588.3
608.4
584.0
609.6
598.6
590.4
606.8
582.1
609.1
590.4
609.0
581.8
589.2
609.0
590.6
609.3
581.8
590.7
616.3
598.0
590.0
606.0
587.8
618.0
612.6
618.2
618.3
618.1
617.6
618.3 618.2
618.1
618.3
618.1
617.6
618.3 618.2
618.2
618.3
618.0
618.3 618.2
618.2
618.3
617.1
618.3 618.1
618.3
618.3
617.6
618.2
618.1
618.3
618.3
617.9
618.2
618.1
618.2
618.3
618.1
612.3
618.3
618.2
618.2
618.3
618.1
614.5
618.3
618.2
618.2618.3
618.1
615.9
618.3
618.2
618.2
618.3 618.0
618.3
618.2
579.3
590.8
594.2
579.4
590.6
594.1
591.8
594.0
579.6
589.7
580.4
616.4
592.4
611.5
592.8
590.3
591.8
593.0
591.8
592.5
589.7
591.3
592.0
592.5
590.6
591.8
592.1
592.5
590.4
591.8
592.2
592.6
618.0
618.0
618.0
618.1
617.4
618.0
613.8
617.6
618.1
615.1
618.1
617.9
616.0
618.1
618.0
618.0
618.0
613.6
618.0
618.0
618.7
618.0
616.7
618.0
618.0
614.1
618.0
615.8
617.7 617.9
616.4
614.3 615.8616.4
618.0
617.9
617.1
614.3
615.8
618.3
616.4
617.9 613.7
617.1
614.3
616.4
618.5
617.1
618.0
614.3
617.9
614.3 616.4
617.7
614.3
617.9
617.1
615.0
617.9
615.0
615.1
617.0
617.1 615.7
618.1
615.1615.1
617.0
617.1
615.8
613.4
615.7
615.8
617.9
617.1
616.4
613.7 615.8
618.0
613.4
617.1
616.4 614.3
618.0
614.9
617.9
614.3
617.9
616.4
614.9
617.9
615.1
608.3
612.3
609.9
617.0
617.9
617.9
612.1
611.4
612.6
617.9
617.5
616.8
612.3
608.6
609.9
618.0
617.2
612.3
612.2
612.1
618.0
615.5
618.4
613.0
616.8
617.0
616.9
618.3
618.3
613.3
612.3
617.6
617.0
617.9
613.3
612.3
617.9
617.1
618.4
607.0
612.3
617.0
617.1
618.3
612.1
617.3
612.0
617.4
618.3
616.3
613.0
617.1
613.5
617.5
618.4
617.9
618.0
617.8
614.3
618.1
618.0
617.8
613.8
581.4
579.9
588.2
582.9
606.0
580.5
589.3
588.0
595.8
583.8
587.2
582.2
593.0
582.8
580.8
590.9
581.8
597.5
579.9
588.4
591.2
596.7
580.4
589.3
587.7
586.0
584.1
587.4
582.4
597.8
582.8
593.4
580.8
593.9
581.8
592.9
579.8
587.5
580.1
588.7
583.2
586.0
582.0
582.4
580.5
581.0
579.8
587.6
580.1
588.8
583.4
586.1
582.2
582.4
580.6
581.1
579.8
587.8
580.2
588.9
583.4
586.6
582.2
582.4
580.6
581.1
579.8
588.0
617.1
615.0
614.7
615.2
612.6
615.2
611.1
612.3
613.6
617.1
616.8
605.4
607.9
615.9
606.8
606.3
613.4
605.5
613.6
617.0
604.2
611.8
616.9
607.0
611.5
608.5
608.8
617.0
592.7
605.1
605.5
615.8
596.1
610.6
606.2
615.2
48'' STORM
5.03'E =
22.99'T =
43.09'L =
49°22'41.54"Δ = 114°35'29.61"D = 50.00'R =
4000+99.91PI STA =
2,497,590.00E 2,194,202.59N
CURVE #1
+7 6.
S
TA
P C
4001+20.02STA
#1PT
2, 7, 4.
2, 4, 7.
+0 0.
TA
B
LE
V
4001+93.69STA
POELEVEE
4000+00
4001+00
STA - 4000+10
BEGIN LEVEE
STA - 4001+96
END LEVEE
SEE DETAIL ON SHEETS SH500, SH501
INCLUDE 10 DEGREE SKEW
INSTALL 48" HEADWALL & FLAP GATE
E 2,497,687.22 N 2,194,140.14
SEQUENCE 1 HW-E1
M501
SEE DETAILS ON
SLUICE GATE
48" SEATED HEAD
SEQUENCE 2 GW-1
DETAIL ON SHEETS SH500, SH501
& SEEPAGE FILTER FLAP GATES. SEE
INSTALL 48" HEADWALL, TRASH RACK,
E 2,497,520.16 N 2,194,160.00
SEQUENCE 1 HW-E2
2,497,510.05 E
2,194,256.69 N
AB LIMIT
2,497,531.12 E
2,194,233.58 N
AB LIMIT
2,497,550.02 E
2,194,197.10 N
AB LIMIT
2,497,521.94 E
2,194,174.91 N
AB/RR LIMIT
2,497,518.90 E
2,194,149.33 N
AB/RR LIMIT
2,497,579.00 E
2,194,123.55 N
AB LIMIT
2,497,579.08 E
2,194,116.57 N
AB LIMIT
2,497,596.00 E
2,194,116.69 N
AB LIMIT
2,497,596.44 E
2,194,205.00 N
RADIUS: 56'
AB LIMIT PVI
2,497,522.60 E
2,194,271.31 N
AB LIMIT
SEE DETAIL ON CG501
SEEPAGE FILTER
INSTALL INTERNAL
RIPRAP (RR)
SEQUENCE 1
E 2,497,500.12 N 2,194,173.52
RR LIMIT
E 2,497,488.10 N 2,194,131.85
RR LIMIT
2,497,685.21 E
2,194,124.37 N
RR LIMIT
2,497,696.85 E
2,194,125.78 N
RR LIMIT
2,497,724.36 E
2,194,137.10 N
RR LIMIT
2,497,735.74 E
2,194,164.94 N
RR LIMIT
E 2,497,738.17 N 2,194,205.42
RR LIMIT
E 2,497,684.32 N 2,194,154.36
RR LIMIT
E 2,497,723.59 N 2,194,224.45
RR LIMIT
E 2,497,710.21 N 2,194,176.89
RR LIMIT
E 2,497,591.66 N 2,194,161.49
GATEWELL CORNER
SEQUENCE 2
E 2,497,609.31 N 2,194,139.39
GATEWELL CORNER
SEQUENCE 2
CHANGES FROM 3:1 TO 2%
FROM LEVEE CROWN SLOPE
BREAKLINE 45 FEET OFFSET
CHANGES FROM 3:1 TO 4:1
FROM LEVEE CROWN SLOPE
BREAKLINE 45 FEET OFFSET
E 2,497,482.38 N 2,194,156.37
RR LIMIT
CHANGES FROM 2% TO 3:1
FROM LEVEE CROWN SLOPE
BREAKLINE 45 FEET OFFSET
509-ADC
204-CPT
LEGEND
SHEET KEYNOTES
PIPE OUTLET PROTECTION CHANNEL SEE DETAIL G11, CG50120.
TYPE 2 RIPRAP TOE ARMAMENT, SEE DETAIL G1, CG50119.
TYPE 1 RIPRAP OUTLET PROTECTION, SEE DETAIL A11, G11, CG501 18.
KYTC TYPE 4A GUARDRAIL END TREATMENT SHEET RT50417.
KYTC TYPE 2A GUARDRAIL END TREATMENT SHEET RT50416.
CURB TAPER, SEE DETAIL A15, E15, SHEET CS50415.
STRIPING DETAIL FOR HANDICAP PARKING, SEE DETAIL A7, J5, SHEET CS50414.
ACCESS EMBANKMENT GATE, SEE DETAIL A1, SHEET CS50313.
12. FENCE, SEE DETAIL A1, SHEET CS502, FENCE TYPE SCHEDLE BLOCK C13
BOLLARD SEE DETAIL A5, SHEET CS50111.
BURY EDGE OF ARTICULATING BLOCK MAT. 10.
ROLLER GATE FOUNDATION, SEE SHEETS SC400 AND SC401.9.
EMBANKMENT, SEE DETAIL L1, SHEET CG501
TYPE 2 RIPRAP UP STREAM AND DOWN STREAM TIE-IN TO EXISTING 8.
EDGE KEY, SEE DETAIL G11, SHEET CS5017.
ASPHALT PAVEMENT, SEE DETAIL A9, SHEET CS5016.
18" CONCRETE CURB AND GUTTER SEE DETAIL E1, SHEET CS5045.
DIMENSIONS AS NOTED
4" WIDE WHITE PAVEMENT STRIPING, SEE DETAIL J7, SHEET CS504; 4.
SPLASH PAD. 12' WIDE SEE DETAIL ON SB502.3.
I-WALL, SEE SHEET SB440.2.
SEE SHEETS SC410 AND SC411.
ROLLER GATE CLOSURE, 34' WIDE, 4' - 6" TALL,1.
SEE SHEET SB410 FOR I-WALL SEGMENT DETAIL
I-WALL IS TO BE CONSTRUCTED IN STRAIGHT SEGMENTS
I-WALL CURVE DATA FOR STATION LAYOUT ONLY4.
GRAVEL ACCESS PLAN.
SEE CS401 FOR DETENTION CENTER RD TEMPORARY3.
SEE CS300 SERIES FOR LEVEE CROSS-SECTIONS.2.
SEE CS200 SERIES FOR LEVEE PROFILE.1.
SITE PLAN NOTES
CONTRACTOR WORK LIMITS
SEE DETAIL A9 ON CS501
NEW ASPHALT PAVEMENT
##-XX BORING LOCATION
SEE G1, L1, G11, L15 ALL ON SHEET CG501
PROTECTION FOR TYPE 1 SEE A11, G11. FOR TYPE 2
NEW RIPRAP, TYPE 1 OUTLET PROTECTION, TYPE 2: BANK
SEE DETAIL G1 ON CS501
NEW ARTICULATING CONCRETE BLOCK
LEVEE TOE/ GRADING BREAK LINE
TEMPORARY GRAVEL ACCESS PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
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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
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IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
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D E
S C
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N D
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SHEET ID
®of Engineers US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
IE
D F
IN
A
L
J O
H N
S O
N C
O U
N T
Y K
E N
T U
C K
Y
E A
S T
A N
D W
E S
T P
A
IN
T S
V
IL
L E
F L
O O
D W
A L
L A
N D
L E
V E
E
P H
A S
E
F L O
O D
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K M
A N
A G
E M
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T P
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J E
C T
L O
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L E
D
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T R
IC
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D
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M A
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IN
L
U T
H E
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IN
G
J R
P
L
L O
U
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K
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A N
S I D
M A
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H
C
IV
IL
S
IT
E
P L A
CS101
S T
P A
IN
T
S V
IL
L
E L
E V
E E
A1
CIVIL SITE PLAN
1"=20'SCALE:
O
H N
S O
N C
O U
N T
Y K
E N
T U
C K
Y
E A
S T
A N
D W
E S
T P
A
IN
T S
V
IL
L E
F L
O O
D W
A L
L A
N D
L E
V
S
IN
K
H O
R N
T F
R O
S T
R
H A
R R
IS
J S
IN
K
H O
R N
A N
S
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
NORTH
PLAN
20' 40'0
W
2Q R
B0
8_
Pl an s_ Vo l3 -0
EL 590.24
STA 4001+47.84
48" SW HDPE
EAST 1 STORM-1
SEQUENCE 1
INSPECTION TRENCH
613.14 EL
4002+11.23 STA
EX. 6" HDPE WATER
4000+00 4000+10 4000+20 4000+30 4000+40 4000+50 4000+60 4000+70 4000+80 4000+90 4001+00 4001+10 4001+20 4001+30 4001+40 4001+50 4001+60 4001+70 4001+80 4001+90
560 560
570 570
580 580
590 590
600 600
610 610
620 620
630 630
640 640
PROPOSED GRADE
EXISTING GRADE
(CLSM)
STRENGTH MATERIAL
IN CONTROLLED LOW
ENCASE STORM LINE
SEQUENCE 1
CONSTRUCT LEVEE TO FULL HEIGHT, PRIOR
TO EXCAVATION FOR GATEWELL CONSTRUCTION,
ALLOW LEVEE TO CONSOLIDATE ENOUGH TO
LIMIT PROJECTED FUTURE SETTLEMENT TO 2
INCHES OR LESS (ASSUME 120 DAYS TO REACH
REQUIRED CONSOLIDATION) AS DETERMINED BY
THE SETTLEMENT MONITORING PROGRAM
DESCRIBED IN SPECIFICATION 35 41 00 LEVEE
CONSTRUCTION. CONTRACTOR TO DESIGN
EXCAVATION AND BENCHING
FOR PIPE INSTALLATION
.5
.5
.6
.2
.6
.7
.2
.2
.3
.8
.3
.6
.1
.1
.1
.0
.5
.1
.7
.3
.1
.5
.6
.2
.3
.1
.5
.3
.3
.4
.0
.2
.1
.6
.7
.7
.2
.6
.8
.8
.8
.8
.8
.1
E X
IS
T
IN
G
P R
O P
O S
E D
E X
C A
V A
T
IO
N
E X
IS
T
IN
G
P R
O P
O S
E D
E X
C A
V A
T
IO
N
GRADE = 0.00%
G
RADE
.8 0%
E L
E V
.3
P V
I S
T A
.0
E L
E V
.5
P V
I S
T A
.0
E L
E V
.0
P V
I S
T A
.5
E L
E V
.0
P V
I S
T A
.6
E L
E V
.0
P V
I S
T A
.4
E L
E V
.0
P V
I S
T A
.8
E L
E V
.6
P V
I S
T A
.3
E L
E V
.5
P V
I S
T A
.0
E L
E V
.8
P V
I S
T A
.2
E L
E V
.8
P V
I S
T A
.1
E L
E V
.2
P V
I S
T A
.9
GRADE = -5.30%
G R
A D E
-1 .3
% GRADE = -9.50%
GRADE = -4.34%
GRADE =
-14.14%
G R
AD
E = -67.46%
GRADE = 0.00%
G R
AD
E
.8 6%
GRADE = 5.33%
.8
.1
.6
.2
.6
.7
.2
.2
.3
.8
.3
.6
.1
.1
.1
.0
.5
.1
.7
.3
.1
.5
.6
.2
.3
.1
.5
.3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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
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T
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N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
IE
D F
IN
A
L
J O
H N
S O
N C
O U
N T
Y K
E N
T U
C K
Y
E A
S T
A N
D W
E S
T P
A
IN
T S
V
IL
L E
F L
O O
D W
A L
L A
N D
L E
V E
E
P H
A S
E
F L
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
A N
S I
D
M A
R C
H
EL 590.24
STA 4001+47.84
48" SW HDPE
EAST 1 STORM-1
SEQUENCE 1
DESIGN SHORING PLAN
CONTRACTOR SHALL
CONSTRUCTION.
FACILITATE GATEWELL
EXCAVATE NEW LEVEE TO
SEQUENCE 2
EL 613.14
STA 4002+11.23
EX. 6" HDPE WATER
4000+00 4000+10 4000+20 4000+30 4000+40 4000+50 4000+60 4000+70 4000+80 4000+90 4001+00 4001+10 4001+20 4001+30 4001+40 4001+50 4001+60 4001+70 4001+80 4001+90
560 560
570 570
580 580
590 590
600 600
610 610
620 620
630 630
640 640
PROPOSED GRADE EXISTING GRADE
BLOCK MATTS AS INDICATED ON THE SITE PLAN.
CONTRUCTION INSTALL ARTICULATING
UPON COMPLETION OF GATEWELL
SEQUENCE 2
-5.30%GRADE =
GRADE = 0.00% GRADE = 5.30%
E L
E V
.5
S T
A
.0
E L
E V
.8
S T
A
.0
E V
.8
A
.0
E L
E V
.3
A
.0
DESIGN SHORING PLAN
CONTRACTOR SHALL
CONSTRUCTION.
FACILITATE GATEWELL
EXCAVATE NEW LEVEE TO
SEQUENCE 2
SG000, 400, 401, 501
SEE DETAILS ON
EAST 1 GATEWELL #1
CONSTRUCT
SEQUENCE 2
IV
IL
P
R O
F
IL
CS201
S
IN
K H
O R
N
T F
R O
S T
R H
A R
R
IS
J
S
IN
K H
O R
N
A N
S
S
T P
A
IN
T S
V
IL
L E
L E
V E
E
EAST LEVEE PROFILE SEQUENCE 1
1"=10'SCALE: 10' 20'0
EAST LEVEE PROFILE, SEQUENCE 2
1"=10'SCALE:
H1
A1
W
2Q R
B0
8_
Pl an s_ Vo l3 -0
)608.78 (47.42'
EX. 8" WATER
)611.11 (51.83'
EX. 3" GAS
4000+00
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
600 600
610 610
620 620
)610.69 (53.37'
EX. 3" GAS
)608.60 (48.97'
EX. 8" WATER
SIDE SLOPES 1H:1V
24' WIDE INSPECTION TRENCH BASE
4000+25
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
600 600
610 610
620 620
.8
.3
.7
.7
.2
.0
.0
.3
.0
-3:1 -2.0% -2.0%
CREEK SIDE LAND SIDE
ACB SEQUENCE 2
ARTICULATING
BLOCK SYSTEM
REMOVE SOIL
)610.19 (50.41'
EX. 3" GAS
DEMO
)608.09 (46.06'
EX. 8" WATER
DEMO
SIDE SLOPES 1H:1V
24' WIDE INSPECTION TRENCH BASE
4000+50
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
590 590
600 600
610 610
620 620
.6
.1
.9
.2
.6
.0
.6
.0
.8
.0
-2.0% -3:1 -3:1
-2.0%
LAND SIDECREEK SIDE
GAS LINE
NEW 3" PE
80 WATERLINE
NEW 6" SCHEDULE
ACB SEQUENCE 2
ARTICULATING
BLOCK SYSTEM
REMOVE SOIL
)609.40 (39.04'
EX. 3" GAS
DEMO
)607.27 (34.88'
EX. 8" WATER
DEMO
)623.52 (55.32'
EX. OH ELEC.
SIDE SLOPES 1H:1V
24' WIDE INSPECTION TRENCH BASE
4000+75
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
580 580
590 590
600 600
610 610
620 620
.2
.1
.4
.6
.0
.6
.0
.8
.0
-3:1 -2.0% -2.0%
-3:1
LAND SIDECREEK SIDE
GAS LINE
NEW 3" PE
80 WATERLINE
NEW 6" SCHEDULE
ACB SEQUENCE 2
REMOVE SOIL
ARTICULATING
BLOCK SYSTEM
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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
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M A
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D E
S C
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O F
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G
IN
E E
R S
C E
R T
IF
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D F
IN
A
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J O
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S O
N C
O U
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E N
T U
C K
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E A
S T
A N
D W
E S
T P
A
IN
T S
V
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L E
F L
O O
D W
A L
L A
N D
L E
V E
E
P H
A S
E
F L
O O
D R
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K
M A
N A
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M E
N T
P R
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C T
L O
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V
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L E
D
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T R
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D
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M A
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IN
G
J R
P
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L O
U
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K
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A N
S I
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C T
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CS301
S
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K H
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T F
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R H
A R
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S
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K H
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N
A N
S
S T
P A
IN
T
S V
IL
L
E L
E V
E E
A1
SCALE: 1"=10'
CIVIL CROSS SECTIONS
10' 20'0
W
2Q R
B0
8_
Pl an s_ Vo l3 -0
EX. 3" GAS
DEMO
EX. 8" WATER
DEMO
)625.14 (113.41'
EX. OH ELEC.
TO BE DEMOLISHED
EXISTING BUILDING
SIDE SLOPES 1H:1V
24' WIDE INSPECTION TRENCH BASE
4001+00
-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130
580 580
590 590
600 600
610 610
620 620
.1
.1
.6
.4
.6
.5
.8
.5
-3:1
-2.0%
-3:1
-2.0%
LAND SIDECREEK SIDE
(3' DEEP)
80 WATERLINE
NEW 6" SCHEDULE
(3' DEEP)
GASLINE
NEW 3" PE
WIDTH OF THE INSPECTION TRENCH.
AT LEAST 6 FEET OF THE EXISTING SOIL IS EXCAVATED FOR THE FULL
AND DOWNSTREAM SIDE OF THE INSPECTION TRENCH, ENSURE THAT
IN AREAS WHERE THE GRADE IS VERY DIFFERENT ON THE UPSTREAM
ACB SEQUENCE 2
ARTICULATING
BLOCK SYSTEM
REMOVE SOIL
)593.99 (39.61'
EX. 3" HDPE GAS
DEMO
)590.67 (36.00'
EX. 8" HDPE WATER
DEMO
SIDE SLOPES 1H:1V
24' WIDE INSPECTION TRENCH BASE
4001+25
-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
570 570
580 580
590 590
600 600
610 610
620 620
.6
.0
.6
.0
.6
.0
.8
.0
-2.0% -2.0%
-3:1 -3:1
-4:1
LAND SIDECREEK SIDE
80 WATERLINE
NEW 6" SCHEDULE
GASLINE
NEW 3" PE
ACB SEQUENCE 2
ARTICULATING
BLOCK SYSTEM
REMOVE SOIL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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
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D B
Y
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D A
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M A
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D E
S C
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
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P S
O F
E N
G
IN
E E
R S
C E
R T
IF
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SCALE: 1"=10'
CIVIL CROSS SECTIONS
10' 20'0
W
2Q R
B0
8_
Pl an s_ Vo l3 -0
)584.65 (51.18'
EX. 3" GAS
DEMO
)583.26 (47.64'
EX. 8" WATER
DEMO
)623.47 (100.89'
EX. OH ELEC.
SIDE SLOPES 1H:1V
24' WIDE INSPECTION TRENCH BASE
4001+50
-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
570 570
580 580
590 590
600 600
610 610
620 620
.3
.2
.6
.0
.6
.0
.4
.8
.6
.0
.6
.0
.8
.0
-4:1
-3:1
-2.0% -2.0%
-3:1
-4:1
LAND SIDECREEK SIDE
80 WATERLINE
NEW 6" SCHEDULE
WATERLINE
NEW 3" PE
SPEC 31 00 00.00 06 EARTHWORK.
UTILIZE SATISFACTORY MATERIAL PER
LEVEE OVERBUILD SECTION FOR UTILITIES
SECTION MAKING IT LOOK OVAL)
(PIPE IS SKEWED TO THE CROSS
48" SW HDPE PIPE. ROUND PIPE.
-2.0%
-3:1
ACB SEQUENCE 2
ARTICULATING
BLOCK SYSTEM
REMOVE SOIL
)595.09 (101.72'
EX. 2" WATER
)621.41 (85.45'
EX. OH ELEC.
)591.54 (62.81'
EX. 3" GAS
DEMO
)590.33 (59.46'
EX. 8" WATER
DEMO
SIDE SLOPES 1H:1V
24' WIDE INSPECTION TRENCH BASE
4001+75
-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
580 580
590 590
600 600
610 610
620 620
.6
.0
.6
.0
.7
.0
-2.0% -2.0%
-3:1
-4:1
LAND SIDECREEK SIDE80 WATERLINE
NEW 6" SCHEDULE
GASLINE
NEW 3" PE
SPEC 31 00 00.00 06 EARTHWORK.
UTILIZE SATISFACTORY MATERIAL PER
LEVEE OVERBUILD SECTION FOR UTILITIES
-3:1
-2.0%
ACB SEQUENCE 2
ARTICULATING
BLOCK SYSTEM
REMOVE SOIL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
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T
E D
B Y
C H
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D B
Y
D R
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N B
Y
D E
S
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D B
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C O
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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C E
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A
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A N
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P A
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E L
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A1
SCALE: 1"=10'
CIVIL CROSS SECTIONS
10' 20'0
W
2Q R
B0
8_
Pl an s_ Vo l3 -0
618.4
617.5
618.1
617.8
617.1
613.3
617.8
617.1
617.5
618.4
611.4
618.3
612.3
618.5
612.7
618.7
618.1
618.8
618.8
617.9
617.1
617.9
618.5
613.8
617.1
618.4
618.5
618.3
618.3
596.9
592.1
595.9
589.5
593.7
599.4
583.5
596.0
593.2
596.5
592.5
596.5
590.2
596.3
583.5
594.6
592.2
596.9
591.4
596.4
590.9
592.4
583.4
594.2
593.4
597.6
591.1
596.3
591.8
598.4
583.1
593.9
597.0
591.3
586.4
592.5
588.5
593.4
596.5
594.2
591.2
587.7
593.0
586.1
593.7
596.3
593.8
592.4
588.2
593.1
583.8
603.0
592.5
596.4
592.0
593.9
589.1
592.6
596.3
582.5
597.9
592.7
594.1
591.2
592.6
583.2
594.2
583.5
603.8
591.7
601.3
592.9
587.8
590.6
588.5
591.2
590.6
591.2
583.5
591.4
579.3
593.2
607.1
592.6
580.4
580.4
595.9
581.6
591.2
593.9
580.2
613.9
617.3
590.4
608.3
589.5
615.0
591.3
606.0
580.7
593.0
588.2
589.2
591.8
590.9
592.4
590.4
589.4
611.6
591.3
592.4
616.6
593.0
579.8
588.6
591.8
605.5
592.5
596.3
615.2
606.8
580.3
609.0
590.7
612.2
590.0
591.3 591.2
615.1
590.4
588.6
615.1
591.5
608.8
595.3
612.2
589.9
594.0
611.5
589.0
610.2
580.5
581.1
607.0
580.5
590.8
591.8
592.4
592.7
590.8
591.8
592.4
592.7
591.1
591.9
591.8
592.6 580.5
580.0
592.4
611.6
592.7
615.1
591.1
596.8
590.6
583.6
592.4
597.6
593.5
598.0
597.3
590.4
583.7
592.5
592.6
593.6
586.6
590.4
590.2
591.3
597.3
597.6
592.5
583.7
591.1
589.5
590.4
592.2
593.0
596.3
579.7
587.4
587.9
608.9
579.9
588.5
591.2
617.6
582.9
584.4
608.0
581.9
592.6
582.4
580.5
592.4
580.9
596.7
579.6
587.4
586.4
609.0
579.9
588.6
596.8
608.4
583.1
584.7
608.5
582.0
598.6
582.4 580.5
596.5
581.0
593.3
583.4
591.4
588.6
590.6
597.6
593.7
598.1
592.5
583.1
609.0
588.2
615.2
592.7
599.7
592.5
596.4
583.9
607.6
589.0
609.3
593.1
591.8
597.4
583.6
592.9
589.1
593.9
598.0
595.9
592.8
579.9
588.0
580.3
588.9
583.6
587.1
582.2
582.6
580.7
581.4
579.8
588.2
580.3
589.0
583.6
587.1
582.2
582.7
580.8
613.6
614.6
612.9
618.9
617.1
609.5
612.9
617.4
610.7
609.5
617.4
614.6
617.4
606.9
618.9
606.9
618.9
612.8
618.5
612.7 612.8
610.4
618.4
612.9
609.4
617.4
612.8
612.8
612.8612.9
618.4
612.6
612.9
618.3
612.7
612.9
618.7
594.6
602.9
582.9592.5
581.5
614.3
595.8
601.1
583.4
593.0
580.9
613.9
597.7
600.5
583.9
592.9
582.1
613.8
602.7
600.1
586.6
592.8
580.7
581.9
613.3
593.6
584.0
588.6
580.0
593.9
582.6
589.0
580.4
617.0
594.5
583.2
590.4
580.4
616.6
594.6
582.6
591.2
581.6
615.8
593.3
583.9
587.9
580.3
613.0
593.3
583.4
588.0
580.4
612.7
608.4
619.1
597.8
589.1
605.5
585.9 609.9
613.3
612.1
618.0
618.0
580.1
588.9
583.4
586.6
582.2
582.4
580.7
581.2
618.0
616.1 616.1
616.1
612.1
618.0
612.1
618.0
612.1
618.0
612.1
618.0
608.9
599.7
586.9
588.6
599.3
595.9
609.0
602.2
591.8
588.6
598.1
592.6
595.4
608.5
597.7
590.9
593.7
588.5
589.0
596.9
586.0
592.6
595.5
607.7
593.1
592.4
593.9
589.2
589.7
582.0
596.5
586.5
591.9
579.6
615.2
604.5
589.9
589.9
597.5
581.1
615.2
598.9
590.4
590.4
602.2
597.6
615.3
599.1
590.4
590.4
600.5
598.1
580.2
612.4
597.7
589.1
588.2
599.4
596.8
596.2
593.3
594.4
583.8
596.4
593.3
595.1
584.6
597.5
579.8
608.0
593.5
595.3
591.3
590.5
584.9
596.7
597.7
580.5
608.6
593.7
595.3
591.0
589.8
585.1
597.4
595.5
592.5
594.0
582.5
587.0
595.7
592.5
594.1
582.8
587.2
595.8
592.7
594.4
583.1
587.3
595.9
593.0
594.4
583.2
587.8
616.1
618.0
591.7
605.3
581.7
595.1
615.8
593.3
607.6
580.4
595.3
615.6
597.6
609.7
580.5
596.3
615.0
592.9
606.5
580.5
593.0
618.4
599.7
588.3
608.4
584.0
609.6
598.6
590.4
606.8
582.1
609.1
590.4
609.0
581.8
589.2
609.0
590.6
609.3
581.8
590.7
616.3
598.0
590.0
606.0
587.8
618.0
612.6
618.2
618.3
618.1
617.6
618.3 618.2
618.1
618.3
618.1
617.6
618.3 618.2
618.2
618.3
618.0
618.3 618.2
618.2
618.3
617.1
618.3 618.1
618.3
618.3
617.6
618.2
618.1
618.3
618.3
617.9
618.2
618.1
618.2
618.3
618.1
612.3
618.3
618.2
618.2
618.3
618.1
614.5
618.3
618.2
618.2618.3
618.1
615.9
618.3
618.2
618.2
618.3 618.0
618.3
618.2
579.3
590.8
594.2
579.4
590.6
594.1
591.8
594.0
579.6
589.7
580.4
616.4
592.4
611.5
592.8
590.3
591.8
593.0
591.8
592.5
589.7
591.3
592.0
592.5
590.6
591.8
592.1
592.5
590.4
591.8
592.2
592.6
618.0
618.0
618.0
618.1
617.4
618.0
613.8
617.6
618.1
615.1
618.1
617.9
616.0
618.1
618.0
618.0
618.0
613.6
618.0
618.0
618.7
618.0
616.7
618.0
618.0
614.1
618.0
615.8
617.7 617.9
616.4
614.3 615.8616.4
618.0
617.9
617.1
614.3
615.8
618.3
616.4
617.9 613.7
617.1
614.3
616.4
618.5
617.1
618.0
614.3
617.9
614.3 616.4
617.7
614.3
617.9
617.1
615.0
617.9
615.0
615.1
617.0
617.1 615.7
618.1
615.1615.1
617.0
617.1
615.8
613.4
615.7
615.8
617.9
617.1
616.4
613.7 615.8
618.0
613.4
617.1
616.4 614.3
618.0
614.9
617.9
614.3
617.9
616.4
614.9
617.9
615.1
608.3
612.3
609.9
617.0
617.9
617.9
612.1
611.4
612.6
617.9
617.5
616.8
612.3
608.6
609.9
618.0
617.2
612.3
612.2
612.1
618.0
615.5
618.4
613.0
616.8
617.0
616.9
618.3
618.3
613.3
612.3
617.6
617.0
617.9
613.3
612.3
617.9
617.1
618.4
607.0
612.3
617.0
617.1
618.3
612.1
617.3
612.0
617.4
618.3
616.3
613.0
617.1
613.5
617.5
618.4
617.9
618.0
617.8
614.3
618.1
618.0
617.8
613.8
581.4
579.9
588.2
582.9
606.0
580.5
589.3
588.0
595.8
583.8
587.2
582.2
593.0
582.8
580.8
590.9
581.8
597.5
579.9
588.4
591.2
596.7
580.4
589.3
587.7
586.0
584.1
587.4
582.4
597.8
582.8
593.4
580.8
593.9
581.8
592.9
579.8
587.5
580.1
588.7
583.2
586.0
582.0
582.4
580.5
581.0
579.8
587.6
580.1
588.8
583.4
586.1
582.2
582.4
580.6
581.1
579.8
587.8
580.2
588.9
583.4
586.6
582.2
582.4
580.6
581.1
579.8
588.0
617.1
615.0
614.7
615.2
612.6
615.2
611.1
612.3
613.6
617.1
616.8
605.4
607.9
615.9
606.8
606.3
613.4
605.5
613.6
617.0
604.2
611.8
616.9
607.0
611.5
608.5
608.8
617.0
592.7
605.1
605.5
615.8
596.1
610.6
606.2
615.2
8" W
ATE
R
LIN
E
" W
A T E
R L
IN
E
" W
A T E
R L
IN
E
" W
A T E
R L
IN
E
2" WATER LINE
6" W
AT
ER
LI
NE
2" WATER LINE
8" W
ATE
R
LIN
E
" G
A S L
IN
E
" W
A T E
R L
IN
E
" W
A T E
R L
IN
E
2" WATER LINE
6" W
AT
ER
LI
NE
2" WATER LINE
3" G A S
LIN
E
TO BE INSTALLED BY OTHERS
VALVE, GAUGE, AND VAULT
GASLINE SHUTOFF
TO BE INSTALLED BY OTHERS
VALVE, GAUGE, AND VAULT.
WATERLINE SHUTOFF
TO BE INSTALLED BY OTHERS
VALVE, GAUGE, AND VAULT
GASLINE SHUTOFF
TO BE INSTALLED BY OTHERS
VALVE, GAUGE, AND VAULT.
WATERLINE SHUTOFF
8" PVC PIPE OUT
8" PVC PIPE INV
APPROXIMATE LOCATION
SANITARY MANHOLE 11107
8" PVC PIPE OUT
8" PVC PIPE INV
APPROXIMATE LOCATION
SANITARY MANHOLE 11100
8" PVC PIPE OUT
8" PVC PIPE INV
APPROXIMATE LOCATION
SANITARY MANHOLE 11115
APPROXIMATE LOCATION
KING-RICHMOND PUMP STATION
8" PVC PIPE OUT 604.8'
8" PVC PIPE INV 604.8'
8" PVC PIPE INV 604.8'
LID ELEV: 612.0
APPROXIMATE LOCATION
SANITARY MANHOLE 11108
48'' STORM
.9
S
P C
4001+20.02STA
#1PT
,4 ,5 .1
,2 .6
.0
S
B
L E
V
4001+93.69STA
POELEVEE
4001+00
SEE EAST CG201 FOR INVERT
TOP OF LEVEE: 613.80'
GATEWELL TOP EL: 614.80'
GW-E1
SEQUENCE 2
LOW-STRENGTH MATERIAL.
LIMITS OF CONTROLLED
SEQUENCE 1
GRADING LIMITS
ARTICULATING BLOCK (AB)
SEQUENCE 2
RIPRAP (RR)
SEQUENCE 1
LEVEE CROWN
LEVEE CROWN
BREAK LINE
3:1 / 4:1 LEVEE SLOPE
BREAK LINE
3:1 / 2% LEVEE SLOPE
GRADING LIMITS
GRADING LIMITS
STA - 4000+10
BEGIN LEVEE
STA - 4001+96
END LEVEE
APRON EL: 586.3
INVERT EL: 587.00
HW TOP EL: 592.5
SEE SH500, SH501
BOX OUTLET WITH FLAPGATE
48" SLOPED & FLARED
EAST 1 HW-2
SEQUENCE 1
APRON EL: 590.34
INVERT EL: 591.0
HW TOP EL: 596.75
SEE SH500, SH501
BOX INLET WITH TRASHRACK
48" SLOPED & FLARED
EAST 1 HW-1
SEQUENCE 1
GRADING LIMITS
COMPLETION OF SEQUENCE 1.
SUBMITTAL TO BE APPROVED PRIOR
EXCAVATION AND SHORING PLAN
GW-E1 GATEWELL FOUNDATION
SEQUENCE 2
SEQUENCE 1 RIPRAP (RR)
LEGEND
SHEET KEYNOTES
SETTLEMENT MONITORING POINT. 7.
PIPE TRENCH CLSM BACKFILL ON CG5026.
INTERNAL REVERSE FILTER SEE DETAIL ON CG5025.
SODDED V-DITCH SEE DETAIL A1, CS5014.
CONNECT PIPE TO EXISTING CATCH BASIN.3.
INSTALL NEW CATCH BASIN.2.
MATCH EXISTING PAVEMENT ELEVATION.1.
31 00 00.00 06 EARTHWORK AND 35 41 00 LEVEE CONSTRUCTION
THE REMAINING EXISTING SOIL IN ACCORDANCE WITH SPECIFICATION
EMBANKMENT, OR IN THE INSPECTION TRENCH MUST BE BENCHED INTO
ANY FILL PLACED IN THE PROPOSED EMBANKMENT, ALONG THE CREEK 7.
AND MONITORING PLAN REQUIREMENTS.
REFER TO SPEC SECTION 35 41 00 FOR DETAILS REGARDING DEVICES
INSTALL SETTLEMENT MONITORING DEVICES AT THE LOCATIONS SHOWN6.
SEE CS300 SERIES FOR FLOODWALL CROSS SECTIONS.5.
SEE CS200 SERIES FOR FLOODWALL PROFILE.4.
SEE CG200 SERIES FOR PIPE PROFILES.3.
CONTOUR INTERVAL IS 1 FT.2.
OTHERWISE NOTED.
ALL DISTURBED AREAS ARE TO BE SEEDED PER SPECIFICATIONS, UNLESS 1.
GRADING PLAN NOTES
CONTRACTOR WORK LIMITS
NEW STORM DRAIN
CB NEW CATCH BASIN, SEE KYTC STANDARD DRAWINGS
NEW HEADWALL SHEET SH400, SH500
LEVEE TOE / GRADING BREAK LINE
NEW GATEWELL, SHEET SG000, SG400, SG500
LINING / OUTLET PROTECTION.
OUTLINE OF RIPRAP CHANNEL
PLAN INSERTS (AS NEEDED)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
IE
D F
IN
A
L
J O
H N
S O
N C
O U
N T
Y K
E N
T U
C K
Y
E A
S T
A N
D W
E S
T P
A
IN
T S
V
IL
L E
F L
O O
D W
A L
L A
N D
L E
V E
E
P H
A S
E
F L
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
A N
S I
D
M A
R C
H
G
A D
IN
G
S
IT
E P
L
CG101
S
IN
K H
O R
N
T F
R O
S T
R H
A R
R
IS
J
S
IN
K H
O R
N
A N
S
S
T P
A
IN
T S
V
IL
L E
L E
V E
E
A1
GRADING SITE PLAN
1"=20'SCALE: 20' 40'0
NORTH
PLAN
W
2Q R
B0
8_
Pl an s_ Vo l3 -0
A
.1
E
L
S T
H
E A
D W
A L
-1
Q U
E N
C E
C
O N
S T
R U
SEE DETAIL ON CG502
INSTALL EXTERNAL SEEPAGE FILTER
SEQUENCE 1
585.12EL
1+97.78STA
EX. 8" PVC WATER
DEMOLISH
SEQUENCE 1
585.94EL
STA 2+02.00
EX. 3" PVC GAS
DEMOLISH
SEQUENCE 1
EL 594.0
STA 2+20
8" PVC WATER
PROPOSED
SEQUENCE 1
EL 594.0
STA 2+25.00
3" PE GAS
PROPOSED
SEQUENCE 1
SEE DETAIL ON SHEETS SH500, SH501
INSTALL 48" HEADWALL WITH TRASHRACK
EAST 1 HW-1
SEE DETAIL ON SHEETS SH500, SH501
INSTALL 48" HEADWALL WITH FLAP GATE
EAST 1 HW-2
SEQUENCE 1 PROPOSED 48" SW HDPE PIPE
SEQUENCE 1 PROPOSED 48" SW HDPE PIPE
S T
A
.4
E L
O R
M L
IN
E
V
E R
T
X
S
0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10
550 550
560 560
570 570
580 580
590 590
600 600
610 610
620 620
630 630
.0
.4
.4
.0
.4
.5
.5
.9
.5
.2
.0
.8
.7
.4
.6
.1
.9
.9
.9
.6
.4
.5
.2
.0
.8
.9
.1
.1
.9
.4
.0
.5
.9
.2
.8
.4
.1
.9
.6
.5
.0
.9
.1
.0
.0
.5
.2
.7
.1
.9
.5
.8
.1
.4
.5
.2
.4
.9
.5
.9
.4
.9
.7
.9
.2
.1
.9
.9
.1
.9
-0.98%GRADE =
-3.61%GRADE =
-7.05%
GRADE =
.0
.0
.0
.9
.8
.7
.6
.5
.4
.3
.2
.0
.7
.3
.0
.6
.2
.9
.6
.6
.5
.7
.0
.3
.6
.9
.2
.0
.0
.9
.7
.5
.3
.0
.3
.6
.9
.6
.7
.3
.9
.0
.0
.8
.5
.2
.3
.2
.6
.0
.9
.0
.9
.5
.0
.6
.6
.3
.0
.7
.2
.6
.5
.9
.0
.7
.6
.9
.0
.6
.0
.0
SEQUENCE 1, TYPE 1 RIPRAP INSTALLATION
SEE DETAIL ON CG502
MINIMUM 1' CLSM ON ALL SIDES
SEQUENCE 1 BACK FILL PIPE WITH
SEE SPEC 32 92 19.
LEVEE AFTER SEQUENCE 1
TEMPORARY SEED AND STRAW
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GRADE 3
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JUDGED SUITABLE FOR 1,000 PSF BEARING PRESSURE.
FILL AND BEAR ON UNDISTURBED (NATURAL) SOILS
HEADWALL FOUNDATION TO PENETRATE EXISTING
JUDGED SUITABLE FOR 1,000 PSF BEARING PRESSURE.
FILL AND BEAR ON UNDISTURBED (NATURAL) SOILS
HEADWALL FOUNDATION TO PENETRATE EXISTING
SEQUENCE 1, TYPE 1 RIPRAP INSTALLATION
APRON EL 586.3'
590.34'
APRON EL
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SEE DETAILS ON
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48" SEATED HEAD
SEQUENCE 2 GW-1
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EL 585.94
STA 2+01.56
EX. 3" PVC GAS
DEMO
SEQUENCE 1 DESIGN SHORING PLAN
CONTRACTOR SHALL
OF EAST GATEWELL #1
FACILITATE CONSTRUCTION
EXCAVATE LEVEE FILL TO
SEQUENCE 2 GW-1
DESIGN SHORING PLAN
CONTRACTOR SHALL
OF EAST GATEWELL #1
FACILITATE CONSTRUCTION
EXCAVATE LEVEE FILL TO
SEQUENCE 2 GW-1
SEE DETAIL G1 ON CS501
BLOCK STABILIZATION
CONSTRUCT ARTICULATING
SEQUENCE 2 LEVEE EMBANKMENT
GATEWELL CONSTRUCTION
AT THE COMPLETION OF THE
RECONSTRUCT THE LEVEE
SEQUENCE 2
FROM THE CREST
LESS AS THE PIPE MOVES AWAY
4" AT THE LEVEE CREST AND
SETTLE WITH THE EMBANKMENT
SEQUENCE 1 IS ESTIMATED TO
THE PIPE CONSTRUCTED IN
DURING SEQUENCE 1
RIPRAP CONSTRUCTED
DURING SEQUENCE 1
RIPRAP CONSTRUCTED
EL 585.12
STA 1+97.78
EX. 8" PVC WATER
DEMO
SEQUENCE 1
1,000 PSF BEARING PRESSURE.
(NATURAL) SOILS JUDGED SUITABLE FOR
EXISTING FILL AND BEAR ON UNDISTURBED
GATEWELL FOUNDATION TO PENETRATE
NEW 3" GASLINE
SEQUENCE 1
NEW 6" WATERLINE
SEQUENCE 1
APRON EL 586.3'
590.34'
APRON EL
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EAST STORM LINE 1, SEQUENCE 1 CONSTRUCT 48" SW HDPE PIPE AND HEADWALLS
1"=10'SCALE: 10' 20'0
EAST STORM LINE 1, SEQUENCE 2, CONSTRUCT GATEWELL AND ARTICULATING BLOCK MATTS.
1"=10'SCALE: 10' 20'0
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