W912QR22B0008_Plans-0002.pdf

PDF 18 MB Posted Jul 21, 2022

Attached to: Johnson County Phase II Construction
Solicitation number: W912QR22B0008
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 28, 2023

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 to complete Phase II construction work in Johnson County, Kentucky. Specifically, the work includes constructing approximately 100 feet of a 25-30 foot high V-shaped earthen levee across a drainage channel in East Paintsville, along with a one gate well control structure and storm pipe with flap gate. In West Paintsville, the work involves constructing approximately 1,400 linear feet of 10 foot tall concrete T-wall/I-wall with some regrading and drainage pipe penetrations. Responses to the invitation for bid are due under solicitation number W912QR22B0008.

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SCALE: NTS

SANITARY SEWER MANHOLE

A13

SCALE: NTS

CONNECTION TO EXISTING SANITARY SEWER MANHOLE

SCALE: NTS

OPTION 1 - UTILITY DETAILS

G13

BURIED GATE VALVE "GAS OR WATER"

NTS

SEWER BAR SCREEN

NTS

A A

SECTION A - A

TYPICAL MANHOLE

PLAN VIEW

D E

P T

H A

S S

P E

O N

P L

A N

TOP OF MASONRY STRUCTURE

OR BOTTOM OF CASTING

STEP (SEE NOTES)

(T Y

STEEL REINFORCEMENT

(SEE NOTES)

PLACE COVER ON MANHOLE

AS SPECIFIED ON PLANS

* FOR SHORTER SECTIONS,

SEE DETAIL FOR 1'-4"

AND 2'-0" TOP SECTIONS

AND FLAT TOP SLABS

8" 8"

2'-0" DIA. MIN.

2'-3" DIA. MAX.

3" MIN.

EMBEDMENT

(TYP.)

4'-0" DIA.

M A

CONCRETE FOOTING SHALL

BE 8" THICK FOR DEPTHS

TO 25'-0" AND 1'-0"

THICK FOR DEPTHS OVER

25'-0"

M A

A P

E R

E D

C O

N E

S (2

TOP STEP TO

BE 1'-6" BELOW

TOP OF CASTING

SEPARATE BASE OPTION

4" 4"

STEEL REINFORCEMENT

(SEE NOTES)

INTEGRAL BASE OPTION

CONCRETE FOOTING SHALL

BE 8" THICK FOR DEPTHS

TO 25'-0" AND 1'-0"

THICK FOR DEPTHS OVER

25'-0"

4" MIN. FOR 4'-0" DIA.

5" MIN. FOR 5'-0" DIA.

6" MIN. FOR 6'-0" DIA.

DETAIL FOR

1'-4" & 2'-0" TOP SECTIONS

3'-0" DIA.

4'-0" DIA.

O R

9"1'-5"

2'-0" DIA.

MINIMUM

2'-3" DIA.

MAXIMUM

STEEL REINFORCEMENT SHALL

BE AS SPECIFIED IN CURRENT

ASTM C-478 (TYP.)

SHAPE MAY VARY FROM DETAIL SHOWN BUT MUST COMPLY

WITH ASTM C-478 AND JOINTS SHALL BE COMPATIBLE

WITH THE RISER

SHAPE MAY VARY FROM DETAIL SHOWN BUT MUST COMPLY

WITH ASTM C-478 AND JOINTS SHALL BE COMPATIBLE

WITH THE RISER

NOTE:

ALL SANITARY MANHOLES ARE TO BE

4 FEET IN DIAMETER UNLESS INDICATED

OTHERWISE IN PLAN.

NOTES:

1. PROVIDE STANDARD RUBBER RING

JOINT ON ALL NON-REINFORCED PIPES.

2. ALL SANITARY MANHOLES ARE TO BE 4' IN

DIAMETER UNLESS OTHERWISE SPECIFIED

ON PLAN.

CUT OPENING IN MANHOLE.

SEAL WITH GASKET

ACCORDING TO SPEC.

SECTION 33 30 00.

BACKFILL

COMPACTED

CAST IRON LID LABLED "GAS" OR "WATER"

THICK CONCRETE PAD

PROVIDE 1' - 6" SQ x 4"

FINISHED GRADE

LOWER SECTION

VALVE BOX

CAST IRON

SLIDING TYPE, UPPER SECTION

CAST IRON VALVE BOX,

NOTE 1

GATE VALVE

BELOW GRADE

VALVE IS OVER 3' - 0"

1' - 0" BELOW GRADE WHEN

WITH 2" OPERATING NUT

EXTENSION ROD REQUIRED

INDICATED DRAWINGS

AS SPECIFIED OR

VALVE SIZE AND ENDS

GRADE ELSEWHERE

FLUSH WITH

SHOULDER, AND

IN PAVEMENT OR

1/4" BELOW GRADE

CONCRETE PAD

VALVE BOX AND

SET COVER OF

1. VALVE BOX OPERATOR STEM NOT SHOWN.

2. INSTALL THRUST BLOCK AT VALVE.

3. THE GATE VALVES ON THE LAND SIDE OF THE FLOODWALL MUST INCLUDE A PRESSURE

GAGE FOR THE PIPE IT IS SHUTTING OFF. WHEN THE SECTION OF PIPE IS SHUT OFF ON BOTH

ENDS THE PRESSURE IN THAT SECTION BETWEEN THE SHUTOFFS MUST REMAIN CONSTANT.

THIS WILL SERVE AS AN INSPECTION METHOD FOR PIPES IN THE LEVEE/FLOODWALL INFLUENCE ZONE.

NOTES:

PROVIDE A TRASH SCREEN TO FIT THE SANITARY MANHOLE SPECIFIED IN DETAIL A1, THIS SHEET.

THE TRASH SCREEN SHOULD MEET THE FOLLOWING REQUIREMENTS:

1. UTILIZE A RAKE, SET UP ON A STURDY BELT, THAT MOVES DOWNWARD FOLLOWING GUIDE

RAILS ON EACH SIDE OF THE FRAME.

2. THE RAKE MUST COLLECT ALL THE MATERIAL TRAPPED BY THE BAR SCREEN.

3. THE RAKE TRAVELS UPWARD, LIFTING UP ALL THE COLLECTED MATERIAL.

4. COLLECTED MATERIAL WILL BE EJECTED INTO A SEPERATE CONTAINER WITHOUT A CONFINED ENTRY.

5. SHALL BE MADE WITH 304 OR 316 STAINLESS STEEL

6. MOTOR CHARACTERISTICS: 3/4 HP, 240 VOLTS, 60 HZ FREQUENCY

NOTES:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

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K E

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A W

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S O

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U E

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T E

S I Z

M A

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A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

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D F

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S O

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T S

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V E

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(2 O

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T A

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GENERAL

CU502

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D E

T A

2Q R

Pl an s-

STA 1006+26

STA 1004+05

STA 1001+90

STA 1001+10

STA 1000+00

SB442

8.5' I-W

ALL

F15

SB442

6' I-W

ALL

8.5' I-W

ALL

SB440

H11

SB441

8.5' TO 7.5' I-WALL ELEV TRANSITION SEE TYP DET

7.5' TO 8.5' I-WALL ELEV TRANSITION SEE TYP DET

8.5' I-W

ALL

7.5' OVERTOPPING W

ALL SECTION

17°(±1°)

75°(±1°)

25°(±1°)

(9) ANGLED JTS W/ (10) 10'-0" LONG MONOLITHS

SEE DET

(3) ANGLED JTS W/ (4) 10'-0" LONG MONOLITHS

SEE DET

(2) ANGLED JTS W/ (3) 10'-0" LONG MONOLITHS

SEE DET

STA 1000+92

STA 1000+58

STA 1000+20 SC400

APPROXIMATE LOCATION OF PAVED PARKING LOT

SEE CIVIL FOR EXACT LOCATION

8.5' I-W

ALL

SEE CIVIL

EXTEND SPLASH PAD 10'-0" (MIN) PAST

THE 9' OVERTOPPING WALL SECTION

(TYP BOTH ENDS)

10' (MIN)

14' - 0" MAX JOINT SPACING

SPLASH PAD FOR OVERTOPPING SECTION

SEE TYP DET

10' (MIN)

8.5' I-W

ALL

STA 1002+20

STA 1003+40

SB442

SB001

ROADWAY FLOW

SEE TYP TR

SITIO

PLAN

S AN

ELEV

6' TO

8.5' I-W

ALL TR

SITIO

SB501

J15

TYPICAL

EXP JOINT

ANGLED

EXP JOINT

LOCATION OF FIRST PLAQUE

WL-001

6' I-W

ALL

6' I-WALL EMBANKMENT TRANSITION

SEE TYP TRANSITION PLANS AND ELEV

/J15 SB501

/A15 SB442

/F15 SB442

SB441

H11

S.P.

STA FROM STA TO TYPE

FLOODWALL MONOLITHS

1000+10

1001+10

1002+20

1001+10

1002+20

1003+40

1012+58

1013+78

6' I-WALL

8.5' I-WALL

7.5' I-WALL

8.5' I-WALL

6' I-WALL

1000+00 1000+10 SHEET PILE

1013+78 1013+88 SHEET PILE

STA 1013+88

STA 1012+58

STA 1011+11

6' I-W

ALL

83°(±1°)

8.5' I-W

ALL

(10) ANGLED JTS W/ (11) 10'-0" LONG MONOLITHS

SEE DET

10' I-W

ALL

SEE TYP TRANSITION PLANS AND ELEV

6' TO 8.5' I-W

ALL TRANSITION

6' I-WALL EMBANKMENT TRANSITION

SEE TYP TRANSITION PLANS AND ELEV

/J15 SB501

S.P.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

7/18/2022 3:31:24 PM

C:\Users\h2edcjer\Documents\475556S-CWSBXX_h2edcjer.rvt

SB410

O D

L O

N C

O U

, K

E D

D R

. M

L U

G J

R . P

E, K

O R

C H

2Q R

-X

A N

D W

O D

D L

O D

K M

C T

A1 FLOODWALL OVERALL PLAN VIEW

GENERAL NOTES

1. SB410 IS FOR REFERENCE ONLY. SEE CIVIL FOR SPECIFIC LOCATIONS.

2. ANGLED I-WALL SEGMENTS TO BE ACHIEVED AS DEFINED ON THIS SHEET.

INDIVIDUAL ANGLED JOINTS TO HAVE A MAX ANGLE LESS THAN 10°.

3. PILE DRIVING SHALL NOT OCCUR WITHIN 100FT OF CONCRETE UNTIL THE

CURED STRENGTH REACHES 2,500 PSI.

4. TOP OF WALL SHALL BE CHAMFERED ACCORDING TO THE DRAWINGS. DO

NOT CHAMFER TOP OF WALL AT JOINTS.

FLOODWALL MONOLITH STATIONS

NTS

K D

N D

A C

C O

R D

E W

A M

NOTE: SHEET PILE SECTIONS ARE ONLY SHOWN AT START & END OF FLOODWALL.1

2Q R

Pl an s-

ROTATE LAST (2) SMALLER

PILES TO INTERLOCK W/

LARGER PILES

6' I-WALL 8.5' I-WALL TAPERED SECTION ABOVE

STEEL SHEET PILE

SEE TYP DET

FOR SIZE AND EMBED

TYP 1/2" EXPANSION

JOINT SEE DETAIL

STEEL REINF

SEE ELEV AND SECTIONS

FOR SIZE AND SPACING

TEAR WEB WATERSTOP

SEE TYP DET

EXPANSION JOINT

BEND HORIZ REINF AT

TAPERED SECTION

1 TO 1 SLOPE

3/4"⌀ x 5" LONG STUDS

SEE TYP DETAIL STEEL SHEET PILE

SEE TYP DET

FOR SIZE AND EMBED

2.65° ±

TYP

3" PAST INTERLOCK

3" C

/F8 SB442

/F1 SB501

/F1 SB502

/J6 SB501

/F1 SB442

B.O. 7.5' & 8.5'

WALL

602.10

T/ 6' & 8.5' WALL

615.10

T.O. 7.5' & 8.5' PILE

605.10

B/ 6' WALL

606.10

T/ 6' PILE

609.10

6' I-WALL

8.5' I-WALL1/2" EXPANSION JOINT

SEE TYP DETAIL

STEEL SHEET PILE

SEE TYP DET

FOR SIZE

AND EMBED

EXPANSION JOINT

SUBGRADE

SEE EARTHWORK SPECS

SHEET PILE STEP AT

EXPANSION JOINT

SEE TYP DET

#7 EF

#6 BOND BAR

SEE TYP DET

#7 EF

TYPICAL UTILITY PIPE

PENETRATION (SEE CIVIL

FOR SIZE AND LOCATIONS)

SB503

E F

#7 @ 8" EF #7 @ 8" EF #7 @ 8" EF

E F

#7 @ TAPPERED

SECTION EF

6" 6" 6" 6" BEND TO MATCH TAPER

BOND CABLE

SEE BONDING

CABLE NOTES

STEEL SHEET PILE

SEE TYP DET

FOR SIZE AND EMBED

START OF

TAPERED 8.5'

WALL SECTION

3" C

4" C

/F8 SB442

/J6 SB501

/F1 SB442

/L1 SB441

7" TYP

EXPANSION JOINT

TOP OF 6' I-WALL

SHEET PILING

TOP OF 8.5' I-WALL

SHEET PILING

℄ OF INTERLOCK

TYP

4 1/2" 6' I-WALL

STEEL REINF

SEE ELEV AND SECTIONS

FOR SIZE AND SPACING

3/4"⌀ x 5" LONG STUDS

SEE TYP DETAIL

CLR

STEEL SHEET PILE

SEE TYP DET

FOR SIZE

3" C

/F1 SB442 /F1 SB502

T/ 6' & 8.5' WALL

615.10

B/ 6' WALL

606.10

T/ 6' PILE

609.10

C O

N C

0" M

6' I-WALL

STEEL SHEET PILE

SEE TYP DET

FOR SIZE

SUBGRADE SEE

EARTHWORK SPECS

#7 EF

#6 BOND BAR

SEE TYP DET

BOND CABLE

SEE BONDING

CABLE NOTES

E F

#7 @ 8" EF#7 @ 8" EF#7 @ 8" EF#7 @ 8" EF

STEPPED SHEET PILE

TO BE FIELD CUT

2" TYP

10'-0" MIN

SHEET PILE ONLY

6" 6"

NOTES:

1. A MINIMUM OF (2) CONCRETE CAPPED SHEET PILES MUST BE EMBEDED INTO THE EMBANKMENT.

4 1/2" 7 1/2"

TYP

3" CC

4" C

P 3"

C C

/F1 SB442

EMBANKMENT OVERLAP MIN

(2) CAPPED SHEET PILE

I-WALL TRANSITION I-WALL

1' - 0" MIN SOIL COVER

TOP OF SHEET PILE ONLY

TOP OF TYPICAL 6' I-WALL

SHEET PILE

℄ OF INTERLOCKS

1' - 0"

TOP OF TRANSITION

SHEET PILE

BONDING CABLE NOTES:

1. INSTALL BOND CABLE AT ALL I-WALL

JOINTS AND AT ALL TRANSITIONS.

2. BOND CABLE TO BE 7" BELOW BOTTOM

CONCRETE FACE OF I-WALL.

3. BOND CABLE MUST HAVE AN 8" DIAMETER

LOOP TO ALLOW FOR STRESSES.

4. BOND CABLES SHALL BE ATTACHED ON

ADJACENT STEEL PILES AS SHOWN ON

THE DRAWINGS. EXOTHERMICALLY WELD

CABLE TO SHEET PILE.

US Army Corps of Engineers ®

SHEET ID

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SB441

I-W

N P

N S

N C

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D R

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E, K

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2Q R

-X

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1/2" = 1'-0"SB410

H1 6' TO 8.5' I-WALL TRANSITION PLAN

1/2" = 1'-0"A1 6' TO 8.5' I-WALL TRANSITION ELEVATION

K D

N D

A C

C O

R D

E W

A M

1/2" = 1'-0"L1 TRANSITION SHEET PILE STEP AT EXPANSION JOINT DETAIL

1/2" = 1'-0"SB410

H11 6' I-WALL EMBANKMENT TRANSITION PLAN

1/2" = 1'-0"A11 6' I-WALL EMBANKMENT TRANSITION ELEV

1/2" = 1'-0"L11 TRANSITION SHEET PILE STEP AT EMBANKMENT DETAIL

2Q R

Pl an s-

SG401

A12

20' - 0"

LOWER LEVEL WALLS

24" REINF CONCRETE

#8 @ 12" OC EW EF

FOUNDATION

36" REINF CONCRETE

TOP: #8 @ 12" OC EW

BOTTOM: #10 @ 12" OC EW

5' - 0"

9' - 0" 5' - 6"

SG401

LOWER LEVEL WALLS

24" REINF CONCRETE

#8 @12" OC EW EF

9' - 0"

5' - 0"

48" HDPE PIPE

UPPER LEVEL WALLS

15" REINF CONCRETE

#6 @ 12" OC EW EF

18 x 27 ROOF BEAM FOR

SUPPORT OF GATE ACTUATOR

5' - 0"

7' - 6"

SG405

ACTUATOR BASE PLATE

SEE MECH DWG.

DETAILS TO BE PROVIDED BY MFR.

EMBEDDED L3X3X1/2

W/ HEADED STUDS @ 12" O.C.

HDG

TYP BOTH SIDES OF OPENING

2-1/2" X 1/4" SERRATED

19HW4 STEEL BAR GRATING

HDG

3" DIA. FOR ACTUATOR

WITH PVC SLEEVE

SG405

HANDRAIL PER

A1/SG403

SG405

US Army Corps of Engineers ®

SHEET ID

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SG400

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3/8" = 1'-0"A1 FOUNDATION PLAN

3/8" = 1'-0"A8 LOWER LEVEL PLAN VIEW

3/8" = 1'-0"A12 UPPER LEVEL PLAN VIEW

K D

N D

A C

C O

R D

E W

A M

2Q R

Pl an s-

A B

SG402

7' - 0"

WALL TRANSITION EL. 603.00'

TOP OF FOUNDATION EL. 588.00'

T. O. ROOF EL. 614.80'

LOWER LEVEL WALLS

24" REINF CONCRETE

REINF #8 @ 12" OC EW EF

UPPER LEVEL WALLS

15" REINF CONCRETE

REINF #6 @ 12" OC EW EF

48" HDPE PIPE

A10

SG404

FOUNDATION

36" REINF CONCRETE

TOP: #8 @ 12" OC EW

BOTTOM: #10 @ 12" OC EW

1 2

LAND SIDE RIVER SIDE

LOWER LEVEL WALLS

24" REINF CONCRETE

REINF #8 @ 12" OC EW EF

UPPER LEVEL WALLS

15" REINF CONCRETE

REINF #6 @ 12" OC EW EF

48" HDPE PIPE

FOUNDATION

36" REINF CONCRETE

TOP: #8 @ 12" OC EW

BOTTOM: #10 @ 12" OC EW

WALL TRANSITION EL. 603.00'

TOP OF FOUNDATION EL. 588.00'

T. O. ROOF EL. 614.80'

T. O. LEVEE EL. 613.80'

LEVEE PROFILE SHOWN FOR CLARITY

REFER TO CIVIL DRAWINGS

E C

N E

11'-3" CENTER TO CENTER

US Army Corps of Engineers ®

SHEET ID

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O R

D R

B Y:

D B

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SG401

N C

O U

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D R

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L U

G J

R . P

E, K

O R

C H

2Q R

-X

A N

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3/8" = 1'-0"SG400

A12 RIVER SIDE ELEVATION

3/8" = 1'-0"SG400

A1 LEVEE PROFILE ELEVATION

K D

N D

A C

C O

R D

E W

A M

2Q R

Pl an s-

TOP OF PIPE RING

8' - 0"

1 2

EL. 587' INVERT

ELEV. IDEALIZED BASED ON

PROJECTED SETTLEMENT.

CONTRACTOR RESPONSIBLE FOR

FINAL ELEVATIONS.

EL. 590' INVERT

ELEV. IDEALIZED BASED ON

PROJECTED SETTLEMENT.

CONTRACTOR RESPONSIBLE FOR

FINAL ELEVATIONS.

LAND SIDE RIVER SIDE

4' X 4' SEATED HEAD SLUICE

GATE PER MECH. DETAILS TO

BE PROVIDED BY MFR.

FOUNDATION

36" REINF CONCRETE

TOP: #8 @ 12" OC EW

BOTTOM: #10 @ 12" OC EW

UPPER LEVEL WALLS

15" REINF CONCRETE

REINF #6 @ 12" OC EW EF

5' - 0"

T.O. LEVEE EL. 613.80'

WALL TRANSITION EL. 603.00'

TOP OF FOUNDATION EL. 588.00'

T. O. ROOF EL. 614.80'

SG402

A12

48" HDPE PIPE

SEE CIVIL FOR DETAILS

LEVEE PROFILE SHOWN FOR CLARITY

REFER TO CIVIL DRAWINGS

SG404

LOWER LEVEL WALLS

24" REINF CONCRETE

REINF #8 @ 12" OC EW EF

SG405

ACTUATOR STEM GUIDES

QUANTITY AND LOCATION PER MECH.

STEM GUIDE CONNECTION AND

ANCHORAGE TO GATEWELL

TO BE DESIGNED BY CONTRACTOR.

EMBEDDED FRP LADDER

TO BE DESIGNED BY CONTRACTOR

PER EM 385-1-1

FLAT PVC WATERSTOP TO BE

INCORPORATED AT ALL LIFT JOINTS.

SEE TYP DET D1/SG405

TYPE E THIMBLE PER MECH.

DETAILS TO BE PROVIDED BY MFR.

TYPE E THIMBLE PER MECH.

DETAILS TO BE PROVIDED BY MFR.

NON-SHRINK GROUT. HAND-FORM TO

SHAPE AND ELEV. OF INVERT

18 x 27 ROOF BEAM FOR

SUPPORT OF GATE ACTUATOR

1' - 6"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

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B Y:

D B

C H

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SG402

O N

W S

N C

O U

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E D

D R

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L U

G J

R . P

E, K

O R

C H

2Q R

-X

A N

D W

O D

D L

O D

K M

C T

3/8" = 1'-0"SG401

A1 CENTERLINE PROFILE

3/4" = 1'-0"SG402

A12 ACTUATOR SUPPORT BEAM

K D

N D

A C

C O

R D

E W

A M

2Q R

Pl an s-

O C

E W

E F

#6 @ 12" OC EW EF

#6 CORNER BARS

TYP

#8 @ 12" OC EW EF

O C

E W

E F

#8 CORNER BARS

TYP

2 #8 T&B

U -B

" O

#4 STIRRUPS

#4 U-BARS

A15

SG404

A18

SG404

SG405

3" DIA. FOR ACTUATOR

WITH PVC SLEEVE

POTENTIAL BASE PLATE

ANCHOR LOCATION;

COORDINATE MANUFACTURER'S

STANDARDS FOR ANCHOR

PLACEMENT W/ SHOWN REINF

LOCATION

SG404

BOTTOM REINFORCING

#10 @ 12" OC

O M

R C

2" O

LOWER LEVEL WALLS

24" REINF CONCRETE

#8 @ 12" OC EW EF

TOP REINFORCING

#8 @12" OC

R C

O C

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

7/18/2022 3:09:34 PM

C:\Users\h2edcjer\Documents\475556S-CWSGXX_h2edcjer.rvt

SG403

N C

O U

, K

E D

D R

. M

L U

G J

R . P

E, K

R . H

O R

C H

2Q R

-X

A N

D W

O D

D L

O D

K M

C T

3/4" = 1'-0"A1 ROOF PLAN VIEW REINFORCING

3/4" = 1'-0"A7 UPPER LEVEL PLAN VIEW REINFORCING

3/4" = 1'-0"A13

ACTUATOR SUPPORT BEAM PLAN VIEW

REINFORCING

H1 REINFORCEMENT ISOMETRIC

3/8" = 1'-0"H7

FOUNDATION PLAN VIEW

REINFORCEMENT

GENERAL NOTES

1. SEE SHEET SR001 FOR LAP AND DEVELOPMENT LENGTHS.

2. COORDINATE ACTUATOR MOUNTING SYSTEM AND STEM SLEEVE TO

PREVENT INTERFERENCE WITH BEAM REINFORCEMENT.

K D

N D

A C

C O

R D

E W

A M

2Q R

Pl an s-

618.7

618.2

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

617.9

617.1

617.9

618.5

613.8

617.1

618.4

618.5

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

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

612.8612.9

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

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

597.5

581.1

615.2

598.9

590.4

602.2

597.6

615.3

599.1

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

617.6

618.2

618.1

618.3

617.9

618.2

618.1

618.2

618.3

618.1

612.3

618.3

618.2

618.3

618.1

614.5

618.3

618.2

618.2618.3

618.1

615.9

618.3

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

618.1

617.4

618.0

613.8

617.6

618.1

615.1

618.1

617.9

616.0

618.1

618.0

613.6

618.0

618.7

618.0

616.7

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

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

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

P C

4001+20.02STA

#1PT

,4 ,5 .1

,1 ,2 .6

L E

2,497,590.00E

2,194,105.93N

4001+93.69STA

POELEVEE

4001+00

INSTALLED BY CONTRACTOR.

GAS AND WATER LINES TO BE

PIPES.

CONSTRUCTING LEVEE AND REPLACING

PROVIDE BYPASS GAS SYSTEMS WHILE

TO EXISTING LINES.

CONNECT NEW LINE AND VALVES

WITH 220 LF OF NEW 3" PE PIPE

REPLACE EXISTING 3" GASLINE

PIPES.

CONSTRUCTING LEVEE AND REPLACING

PROVIDE BYPASS WATER SYSTEMS WHILE

TO EXISTING LINES.

CONNECT NEW LINE AND VALVES

WITH 200 LF OF 8" PE PIPE.

REPLACE DEEP 8" WATERLINE

COR AND LOCAL SPONSOR

NEW SEWERLINE.COORDINATE WITH

INFLOW WHILE CONSTRUCTING THE

WORK. PUMP THE SANITARY SEWER

PRIOR TO PLANNED SANITARY SEWER

PROVIDE WRITTEN NOTICE 14 DAYS

ELEV: 614.2

RAISE MANHOLE LID TO

EXISTING SANITARY MH 11108

NEW LINE WITH CLSM.

PVC PIPE. BACKFILL

CONNECT TO EXISTING

SANITARY SEWER LINE

NEW 60 LF 8" SDR

FIRE HYDRANT.

INSTALL EXISTING

RELOCATE AND

REPLACED LINE.

CONNECT TO THE EXISTING LINE, GROUT THE

UPON COMPLETION OF NEW WATERLINE,

8" W

ATE

LIN

" W

A T E

R L

" W

A T E

R L

" W

A T E

R L

2" WATER LINE

6" W

2" WATER LINE

8" W

ATE

LIN

" G

A S L

" W

A T E

R L

" W

A T E

R L

2" WATER LINE

6" W

2" WATER LINE

3" G A S

LIN

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'

LID ELEV: 612.0

APPROXIMATE LOCATION

SANITARY MANHOLE 11108

509-ADC

204-CPT

LEGEND

SHEET KEYNOTES

1 BURIED GATE VALVE "GAS OR WATER", SEE DETAIL G13, SHEET CU5025.

I-WALL UTILITY CROSSING, SEE DETAIL F1, SHEET CG5024.

LOWER OR RAISE EXISTING SANITARY MANHOLE, SEE DETAIL SHEET CU5023.

CU502

CONNECT PIPE TO EXISTING SANITARY MANHOLE, SEE DETAIL A13, SHEET 2.

INSTALL NEW SANITARY MANHOLE, SEE DETAIL A1, SHEET CU502.1.

4. CONNECTIONS MADE TO EXISTING UTLITIES BY THE CONTRACTOR.

UTILITY VAULTS.

3. CONTRACTOR DEMOS AND CONSTRUCTS LINES TO AND FROM

3. SHUTOFF VAULTS TO BE INSTALLED BY THE CONTRACTOR

2. BYPASS INSTALLED BY THE CONTRACTOR.

1. CONTRACTOR PROVIDES 14 DAY NOTICE FOR UTILITY BYPASS

1 REVISED BY AMENDMENT 0002SEQUENCE:3.

FOR STORM LINES, SEE GRADING PLANS, CG100 SERIES.2.

OTHERWISE NOTED.

ALL DISTURBED AREAS ARE TO BE SEEDED PER SPECIFICATIONS, UNLESS 1.

UTILITY PLAN NOTES

CONTRACTOR WORK LIMITS

NEW WATER LINE

NEW SANITARY LINE

NEW GAS LINE

SANITARY CLEANOUT

SANITARY MANHOLES

###-XXX BORING LOCATION

NEW RIPRAP OUTLINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

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R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C E

R T

D F

J O

H N

S O

N C

O U

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Y K

E N

T U

C K

E A

S T

A N

D W

E S

T P

T S

L E

F L

O O

D W

A L

L A

N D

L E

V E

P H

A S

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

L O

L E

T R

M A

R T

U T

H E

R K

J R

L O

L E

A N

S I

M A

R C

Y S

P L

S C

O P

E A

D D

E D

I N

A C

C O

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A N

C E

H A

M E

N D

M E

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EAST

CU101

K H

O R

T F

R O

S T

R H

A R

K H

O R

A N

L E

T R

M A

R T

U T

H E

R K

J R

L O

L E

T P

T S

L E

V E

UTILITY SITE PLAN

1"=20'SCALE: 20' 40'0

NORTH

PLAN

2Q R

Pl an s-

8" PVC PIPE OUT 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'

LID ELEV: 612.0

SANITARY MANHOLE 11108

8" PVC PIPE OUT

8" PVC PIPE INV

SANITARY MANHOLE 11115

618.7

618.2

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

617.9

617.1

617.9

618.5

613.8

617.1

618.4

618.5

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

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

612.8612.9

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

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

597.5

581.1

615.2

598.9

590.4

602.2

597.6

615.3

599.1

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

617.6

618.2

618.1

618.3

617.9

618.2

618.1

618.2

618.3

618.1

612.3

618.3

618.2

618.3

618.1

614.5

618.3

618.2

618.2618.3

618.1

615.9

618.3

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

618.1

617.4

618.0

613.8

617.6

618.1

615.1

618.1

617.9

616.0

618.1

618.0

613.6

618.0

618.7

618.0

616.7

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

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

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

P C

4001+20.02STA

#1PT

,4 ,5 .1

,2 .6

L E

2,497,590.00E

2,194,105.93N

4001+93.69STA

POELEVEE

4001+00

1 NO WORK THIS SHEET.

8" W

ATE

LIN

" W

A T E

R L

" W

A T E

R L

" W

A T E

R L

2" WATER LINE

6" W

2" WATER LINE

509-ADC

204-CPT

LEGEND

1 AMENDMENT 0002 NOTES REMOVED.1.

UTILITY PLAN NOTES

NEW WATER LINE

NEW SANITARY LINE

NEW GAS LINE

NEW VAULTV

NEW RIPRAP OUTLINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C E

R T

D F

J O

H N

S O

N C

O U

N T

Y K

E N

T U

C K

E A

S T

A N

D W

E S

T P

T S

L E

F L

O O

D W

A L

L A

N D

L E

V E

P H

A S

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

L O

L E

T R

M A

R T

U T

H E

R K

J R

L O

L E

A N

S I

M A

R C

O N

S O

R 'S

U T

L O

C A

N S

P L

A N

O P

E R

E M

O V

E D

I N

A C

C O

R D

A N

C E

H A

M E

N D

M E

N T

EAST

RU101

K H

O R

T F

R O

S T

R H

A R

K H

O R

A N

L E

T R

M A

R T

U T

H E

R K

J R

L O

L E

T P

T S

L E

V E

SPONSOR'S UTILITY RELOCATION SITE PLAN

EAST PAINTSVILLE LEVEE

1"=20'SCALE: 20' 40'0

NORTH

PLAN

2Q R

Pl an s-

11'

616.4

617.7

618.5

604.6

611.4

608.9

611.4

604.8

606.6

606.7

606.9

607.7

607.8

609.5

608.1

611.1

608.3

618.0

617.9

618.1

606.6

610.2

617.9

618.3

606.7

610.2

607.6

618.5

617.8

609.4

606.9

618.7

617.8

608.7

608.6

617.8

608.5

608.4

617.8

608.4

609.4

617.8

607.9

608.8

617.8

607.6

612.0

617.9

607.5

610.1

618.0

607.3

608.4

604.9

608.3

606.6

607.3

608.6

607.7

617.8

605.1

610.2

618.0

609.1

609.0

609.9

604.9

608.5

608.9

607.5

607.7

607.6

606.7

608.3

604.9

617.8

610.7

617.8

609.5

618.5

608.9

609.2

608.5

609.4

606.4

607.9

607.8

606.7

608.8

610.1

617.9

608.9

617.8

609.0

618.1

608.7

608.5

607.3

607.4

608.4

606.9

608.9

617.8

610.3

617.9

609.3

618.7

608.8

609.3

608.2

608.7

606.6

607.6

608.1

606.9

609.4

610.1

617.9

608.7

617.8

609.2

618.3

606.9

606.8

607.3

607.2

608.2

606.0

609.1

608.3

609.9

605.7

608.9

606.9

607.5

608.7

607.8

612.0

607.3

609.0

608.7

610.7

607.5

608.8

604.4

610.3

610.1

607.4

609.2

609.9

604.3

610.2

606.9

609.0

610.6

604.8

610.1608.5

609.3

605.0

609.5

608.9

609.2

605.4

609.3

605.0

605.1

604.9

605.1

605.3

604.8

605.1

610.7

603.9

604.8

605.1

604.8

605.1

604.9

605.1

604.8

605.4

605.3

605.1

605.3

605.1

605.5

605.3

605.0

605.1

605.6

605.2

605.0

605.2

605.3

604.9

605.3

604.9

605.2

617.7

618.5

607.7

617.7

607.4

607.3

604.9

618.2

616.4

587.8

587.9

587.8

587.9

587.8

587.9

587.8

587.9

587.8

587.9

587.8

587.9

587.8

587.9

587.8

587.9

602.4

587.9

587.8

587.9

605.3

587.9

587.8

587.9

602.4

604.9

605.2

613.4

605.3

613.4

605.4

613.4

605.2

604.8

613.4

604.9

613.4

604.9

605.1

613.4

604.9

605.2

613.4

604.9

605.2

613.4

604.9

605.0

613.4

604.9

605.1

613.4

596.7

591.6

593.8

596.4

598.0

596.7

598.4

595.7

591.4

595.9

602.0

591.5

601.6

591.5

601.7

591.5

592.2

591.6

592.2

600.6

591.9

592.2

600.7

592.2

591.9

602.1

592.2

591.6

601.8

592.2

591.5

601.4

591.5

601.9

591.5

602.1

600.3

619.0

601.8

601.1

619.1

619.7

619.0

619.6

619.1

619.5

619.2

619.3

619.2

619.1

601.5

619.8

619.1

602.3

619.9

619.1

589.2

601.5

588.4

602.6

587.8

602.4

599.6

619.3

619.2

619.7

619.3

619.4

619.2

619.6

619.3

619.4

619.5

619.4

619.5

619.3

619.2

619.4

619.2

619.3

619.4

619.1

619.3

619.6

619.4

619.1

619.3

619.5

619.1

619.3

619.4

619.6

619.1

619.3

619.1

619.3

619.2

619.1

619.5

619.4

619.3

619.1

619.5

619.2

619.3

619.5

619.4

619.1

619.5

619.1

619.7

619.2

619.3

619.7

619.1

619.5

619.1

619.3

619.2

619.9

619.4

619.3

619.1

619.2

619.3

619.4

619.0

619.6

619.1

619.6

619.2

619.3

619.4

619.6

619.1

619.4

619.0

619.3

619.8

619.3

619.2

619.3

619.1

619.4

619.6

619.3

619.2

619.4

619.1

602.0

602.1

593.8

596.0593.3

592.1

592.0

596.3

604.8

'' S

T O

R M

'' S

T O

R M

S T

O R

M L

S T

O R

M L

T O

R M

,4 ,8 .9

,6 .0

R O

,4 ,1 .8

,9 .5

R O

1.56'E =

14.33'T =

28.21'L =

24°52'5.50"Δ = 88°8'50.47"D = 65.00'R =

1001+91.68PI STA =

2,484,027.60E 2,196,669.67N

CURVE #1

1000+

1001+

+0 01001+

77.35

STA

#1PC

+0 5.5

2,483, 991.11

E 2,196,

857.84 N

1000+ 00.00

STA

POB

FLOODWALL

GRADING BREAK LINE

STA - 1000+10

SHEETPILE LINER

BEGIN CONCRETE

W E

S T A

C C

T R

A N

C E , G

R A

S S

E D

STA - 1000+00

SHEETPILE I-WALL

BEGIN

WALL 18" WIDE

RETAINING

EXISTING

GUARDRAIL TO

CONNECT PROPOSED

E 2,483,960.37 N 2,196,782.77

INLET TYPE 15 RDB-020-05

INSTALL KYTC DROP BOX

WEST 1 CB-1

E 2,484,046.41 N 2,196,773.21

INLET TYPE 11 RDB-011-08

INSTALL KYTC DROP BOX

CB-2

E 2,483,970.23 N 2,196,714.58

OUTLET TYPE 1 RDB-110-08

INSTALL KYTC SLOPED BOX

WEST 1 HW-1

E 2,484,000.70 N 2,196,761.88

R: 21' R:25'

E 2,483,961.01 N 2,196,659.46

RR LIMIT

E 2,483,943.97 N 2,196,669.93

RR LIMIT

E 2,483,959.01 N 2,196,720.91

RR LIMIT

E 2,483,962.13 N 2,196,699.49

RR LIMIT

E 2,483,982.90 N 2,196,695.08

RR LIMIT

E 2,483,978.73 N 2,196,723.33

RR LIMIT

R:90'

STA.1001+80 - 1004+00

13' FROM FLOODWALL CL

ABUTMENT OFFSET

EDGE OF CONCRETE

E 2,483,992.69 N 2,196,870.42

NEW GUARDRAIL

E 2,483,933.71 N 2,196,823.94

END TAPER

NEW GUARDRAIL

E 2,483,899.74 N 2,196,793.35

END TREATMENT

BEGIN TYPE 4A

NEW GUARDRAIL

E 2483992.596 N 2196714.876

E 2483953.478 N 2196730.43

E 2,483,985.04 N 2,196,835.28

RETAINING WALL

CORNER OF SLAB/

E 2,483,992.27 N 2,196,797.98

CORNER OF SLAB

E 2,484,011.51 N 2,196,767.07

CORNER OF SLAB

E 2,484,006.51 N 2,196,802.08

E 2,484,004.96 N 2,196,800.44

CORNER OF SLAB

DEPARTMENT OF HIGHWAYS.

SHALL BE COORDINATED WITH THE

IN-KIND. ALL GUARDRAIL WORK

THE WORK SHALL BE REPLACED

DAMAGED WHILE PERFORMING

GUARDRAIL REMOVED AND OR

BRIDGE CONSTRUCTION. ALL

SPECIFICATION FOR ROAD AND

KENTUCKY'S STANDARD

WITH THE COMMONWEALTH OF

CONTRACTOR IN ACCORDANCE

BE PERFORMED BY A QUALIFIED

ALL GUARDRAIL WORK SHALL

MATCHLINE - WEST CS102

WEST CS103

M A

T C

H L

T C

W E

S T

C S

A T

C H

T C

W E

S T

C S

WEST

CS401

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 FLOODWALL CROSS-SECTIONS.2.

SEE CS200 SERIES FOR FLOODWALL 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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C E

R T

D F

J O

H N

S O

N C

O U

N T

Y K

E N

T U

C K

E A

S T

A N

D W

E S

T P

T S

L E

F L

O O

D W

A L

L A

N D

L E

V E

P H

A S

F L O

O D

K M

A N

A G

E M

E N

T P

R O

J E

C T

L O

L E

T R

M A

R T

U T

H E

R K

J R

L O

L E

A N

S I D

M A

R C

P L

T A

D D

E D

I N

A C

C O

R D

A N

C E

H A

M E

N D

M E

N T

WEST

CS102

H O

R N

T F

R O

S T

H A

R R

J S

H O

R N

A N

S I D

L O

L E

T R

T P

T S

L E

F L O

O D

W A

L L

CIVIL SITE PLAN

1"=20'SCALE:

NORTH

PLAN

20' 40'0

2Q R

Pl an s-

12" PVC PIPE OUT DEPTH 5.8'

8" PVC PIPE IN DEPTH 5.7'

12" PVC PIPE IN DEPTH 5.8'

LID ELEV: 596.8

SANITARY MANHOLE #1411

8" PVC PIPE IN DEPTH 8.5'

8" PVC PIPE IN DEPTH 8.4'

LID ELEV:

SANITARY MANHOLE #1412

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

607.0

604.1

604.5

604.3

604.0

583.5

608.0

607.9

607.6

605.0

607.8

607.5

607.3

605.3

607.8

605.5

605.3

607.6

607.3

607.5

607.9

604.8

605.1

605.2 605.2

605.0

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

583.5

583.4

CONC.

" G

A S

" G

A S L

0.80'E =

10.58'T =

21.00'L =

17°11'33.01"Δ = 81°51'4.01"D = 70.00'R =

1006+14.03PI STA =

2,484,361.10E 2,196,574.36N

CURVE #3

1007+00

1008+00

1009+00

1010+00

P C

1006+24.45

P T

24" STORM

STORMLINE #3

W E

S T

C G

W E

S T

C G

M A

T C

H L

T C

W E

S T

C G

M A

T C

H L

WEST CG104

WEST CG105MATCHLINE -

INVERT EL: 594.2

WEST 3 CB-1

EXISTING CB

APRON EL: 589.33

INVERT EL: 590

OUTLET & FLAP GATE

SLOPED BOX

WEST 3 HW-1

OPE

2% S

OPE

606.6ELEV:

OFFSET: 15'

STA: 1009+10

DITCH

605.6ELEV:

OFFSET: 38'

STA: 1008+10

DITCH

3% S

5% S

1% S

4% S

LOPE

2% S

RIPRAP (RR)

EL. 579.63

RIPRAP

EL. 579.63

RIPRAP

EL. 579.63

RIPRAP

EL. 600.63

RIPRAP

EL. 600.63

RIPRAP

604.8ELEV:

OFFSET: 45'

STA: 1007+80

DITCH

APRON EL: 595.67

INVERT EL: 596.0

& FLAP GATES

DOUBLE OUTLET

SLOPED BOX

WEST 5&6 HW-1

E 2, 4, 4.

2, 6, 7.

Pl an A nn ot at ion .P oin t S ta tio n

Pl an A nn ot at ion .P oin t L ab el

ORM

E ,4 ,3 .4

N ,1 ,4 .3

A 1+

Pl an A nn ot at ion .P oin t L ab el

ORM

1+00

2,484,404.34

E 2,196,698.89

0+00.00

STA POB

2,484,569.34

E 2,196,583.98

2+04.55

STA PO

0+00

2+00

1+37.25

STA PO

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C E

R T

D F

J O

H N

S O

N C

O U

N T

Y K

E N

T U

C K

E A

S T

A N

D W

E S

T P

T S

L E

F L

O O

D W

A L

L A

N D

L E

V E

P H

A S

F L O

O D

K M

A N

A G

E M

E N

T P

R O

J E

C T

L O

L E

T R

M A

R T

U T

H E

R K

J R

L O

L E

A N

S I D

M A

R C

A D

E P

A D

R E

E D

I N

A C

C O

R D

A N

C E

H A

M E

N D

M E

N T

CG104

H O

R N

A N

T P

T S

L E

F L O

O D

W A

L L

GRADING SITE PLAN

1"=20'SCALE:

NORTH

PLAN

20' 40'0

J S

H O

R N

H A

R R

T F

R O

S T

2Q R

Pl an s-

620.2

603.7

620.2

619.3

605.5

620.3

619.4

606.2

600.8

619.1

619.7

607.6

600.8

620.0 608.5

601.1

609.8

612.0

619.5

611.8

619.4619.4

620.3

600.8

610.2

620.2

600.8

610.1

620.2

610.2

609.6

620.0 608.5

619.7

607.6

619.4

616.1

606.2

619.3

616.0

605.5

617.4

603.7

619.1

601.1

607.8

609.1

610.1

609.4

610.8

608.0

610.1

609.4

610.3

609.1

609.2

612.3

607.5

609.4

608.2

610.9

610.7

609.4

608.5

610.2

611.0

609.9

608.7

610.9

610.8

610.5

609.0

610.4

610.8

610.7

609.1

609.8

610.7

610.5

609.2

609.3

610.6

610.3

609.2

608.7

610.5

610.2

609.3

610.7

583.4

603.19

605.40

607.00

610.44

610.73

612 613

2" G

2" WATER LINE

2" GAS LINE

23.67'E =

62.24'T =

101.75'L =

83°16'46.79"Δ = 81°51'4.01"D = 70.00'R =

1011+01.38PI STA =

2,484,744.37E 2,196,875.63N

CURVE #4

1010+00

1011+00

1010+39.14

P C

+4 0.8

2,4 ,58

3.0

E 2,1

,13

9.4

+8 7.9

POE

OODWAL

24" STO

STO

LINE #4

615 1

W E

S T

C G

W E

S T

C G

M A

T C

H L

WEST CG104

WEST CG105MATCHLINE -

APRON EL: 593.40

INVERT EL: 594.07

OUTLET & FLAP GATE

SLOPED BOX

WEST 4 HW-1

RIPRAP (RR)

TYPE 2

OPE

3:1 S

L O

INVERT EL:596.0

RIM EL:604.4

OFFSET: 15'

STA:1011+10

WEST 4 CB-2

606.6ELEV:

OFFSET:15'

STA: 1012+30

DITCH

7.5:1

SLOPE

1% S

1% SLOPE

:1 S

L O

EL. 600.63

RIPRAP

EL. 600.63

RIPRAP

INVERT EL: 600.0

OFFSET: 50'

STA:1012+00

WEST 4 CB -1

EXISTING CB

4 4

2,484,624.95

E 2,196,970.24

0+00.00

STA PO

0+00

1+00

2+00

0+20.00

P O T

1+07.95

P O T

1+95.94

P O T

E R

T A

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C E

R T

D F

J O

H N

S O

N C

O U

N T

Y K

E N

T U

C K

E A

S T

A N

D W

E S

T P

T S

L E

F L

O O

D W

A L

L A

N D

L E

V E

P H

A S

F L O

O D

K M

A N

A G

E M

E N

T P

R O

J E

C T

L O

L E

T R

M A

R T

U T

H E

R K

J R

L O

L E

A N

S I D

M A

R C

583.4

EL. 579.63

RIPRAP

2,484,809.49

2,196,804.31

2+48.45

P O E

1+95.94

A D

E P

A D

R E

E D

I N

A C

C O

R D

A N

C E

H A

M E

N D

M E

N T

CG105

H O

R N

A N

T P

T S

L E

F L O

O D

W A

L L

GRADING SITE PLAN

1"=20'SCALE:

71E

INSERT A

1"=20'SCALE:

NORTH

PLAN

20' 40'0

J S

H O

R N

H A

R R

T F

R O

S T

2Q R

Pl an s-

MATCHLINE - WEST CU102

WEST CU103

M A

T C

H L

S T

C U

W E

S T

C U

M A

T C

H L

S T

C U

W E

S T

C U

616.4

617.7

618.5

604.6

611.4

608.9

611.4

604.8

606.6

606.7

606.9

607.7

607.8

609.5

608.1

611.1

608.3

618.0

617.9

618.1

606.6

610.2

617.9

618.3

606.7

610.2

607.6

618.5

617.8

609.4

606.9

618.7

617.8

608.7

608.6

617.8

608.5

608.4

617.8

608.4

609.4

617.8

607.9

608.8

617.8

607.6

612.0

617.9

607.5

610.1

618.0

607.3

608.4

604.9

608.3

606.6

607.3

608.6

607.7

617.8

605.1

610.2

618.0

609.1

609.0

609.9

604.9

608.5

608.9

607.5

607.7

607.6

606.7

608.3

604.9

617.8

610.7

617.8

609.5

618.5

608.9

609.2

608.5

609.4

606.4

607.9

607.8

606.7

608.8

610.1

617.9

608.9

617.8

609.0

618.1

608.7

608.5

607.3

607.4

608.4

606.9

608.9

617.8

610.3

617.9

609.3

618.7

608.8

609.3

608.2

608.7

606.6

607.6

608.1

606.9

609.4

610.1

617.9

608.7

617.8

609.2

618.3

606.9

606.8

607.3

607.2

608.2

606.0

609.1

608.3

609.9

605.7

608.9

606.9

607.5

608.7

607.8

612.0

607.3

609.0

608.7

610.7

607.5

608.8

604.4

610.3

610.1

607.4

609.2

609.9

604.3

610.2

606.9

609.0

610.6

604.8

610.1608.5

609.3

605.0

609.5

608.9

609.2

605.4

609.3

605.0

605.1

604.9

605.1

605.3

604.8

605.1

610.7

603.9

604.8

605.1

604.8

605.1

604.9

605.1

604.8

605.4

605.3

605.1

605.3

605.1

605.5

605.3

605.0

605.1

605.6

605.2

605.0

605.2

605.3

604.9

605.3

604.9

605.2

617.7

618.5

607.7

617.7

607.4

607.3

604.9

618.2

616.4

587.8

587.9

587.8

587.9

587.8

587.9

587.8

587.9

587.8

587.9

587.8

587.9

587.8

587.9

587.8

587.9

602.4

587.9

587.8

587.9

605.3

587.9

587.8

587.9

602.4

604.9

605.2

613.4

605.3

613.4

605.4

613.4

605.2

604.8

613.4

604.9

613.4

604.9

605.1

613.4

604.9

605.2

613.4

604.9

605.2

613.4

604.9

605.0

613.4

604.9

605.1

613.4

596.7

591.6

593.8

596.4

598.0

596.7

598.4

595.7

591.4

595.9

602.0

591.5

601.6

591.5

601.7

591.5

592.2

591.6

592.2

600.6

591.9

592.2

600.7

592.2

591.9

602.1

592.2

591.6

601.8

592.2

591.5

601.4

591.5

601.9

591.5

602.1

600.3

619.0

601.8

601.1

619.1

619.7

619.0

619.6

619.1

619.5

619.2

619.3

619.2

619.1

601.5

619.8

619.1

602.3

619.9

619.1

589.2

601.5

588.4

602.6

587.8

602.4

599.6

619.3

619.2

619.7

619.3

619.4

619.2

619.6

619.3

619.4

619.5

619.4

619.5

619.3

619.2

619.4

619.2

619.3

619.4

619.1

619.3

619.6

619.4

619.1

619.3

619.5

619.1

619.3

619.4

619.6

619.1

619.3

619.1

619.3

619.2

619.1

619.5

619.4

619.3

619.1

619.5

619.2

619.3

619.5

619.4

619.1

619.5

619.1

619.7

619.2

619.3

619.7

619.1

619.5

619.1

619.3

619.2

619.9

619.4

619.3

619.1

619.2

619.3

619.4

619.0

619.6

619.1

619.6

619.2

619.3

619.4

619.6

619.1

619.4

619.0

619.3

619.8

619.3

619.2

619.3

619.1

619.4

619.6

619.3

619.2

619.4

619.1

602.0

602.1

593.8

596.0593.3

592.1

592.0

596.3

604.8

8" PVC PIPE OUT 599.36'

8" PVC PIPE IN 599.36'

LID ELEV: 604.16

SANITARY MANHOLE

INV. 598.00

RIM ELEV. 605.70

SANITARY MANHOLE

OUT:18"RCP (SE) - INV 596.7

IN:18"RCP (NW) - INV 596.7

RIM ELEV 603.9

STORM INLET (10015)

OUT:18"RCP (SE) - INV 597.7

IN:18"RCP (NW) - INV 597.9

RIM ELEV 604.0

STORM INLET (10028)

OUT:18"RCP (SE) - INV 598.4

RIM ELEV 604.0

STORM INLET (10029)

OUT:24"RCP (ENE) - INV 596.2

IN:18"RCP (WSW) - INV 595.8

IN:8"PVC (NW) - INV 595.9

RIM ELEV 605.0

STORM INLET (10018)

4"PVC - INV 613.1

OUTFALL (58)

18"CMP - INV 602.5

OUTFALL (10014)

18" CMP - INV 602.8

HEADWALL (59)

OUT:8"PVC (NE) - INV 602.1

RIM ELEV 603.4

STORM INLET (10026)

OUT:8"PVC (E) - INV 600.8

IN:8"PVC (SW) - INV 600.9

RIM ELEV 603.4

STORM INLET (10025)

OUT:18"RCP (SE) - INV 599.9

IN:8"PVC (W) - INV 599.7

RIM ELEV 604.0

STORM INLET (10024)

OUT:18"RCP (SE) - INV 597.4

IN:18"RCP (NW) - INV 597.4

RIM ELEV 604.0

STORM INLET (10023)

3" G

N E

8" W

2" G

2 X 8" PVC DISCHARGE LINES

PUMPSTATION PRESSURE OUTLET

GRAVETY OUTLET :24"RCP - INV 594.

IN:24"RCP - INV 594.5

IN:24"RCP - INV 594.50

RIM ELEV 605.0

STORM PUMP STATION

8" PVC PIPE OUT 601.39'

8" PVC PIPE IN 601.39'

LID ELEV: 605.0

SANITARY MANHOLE

V C

PERFORMED BY OTHERS.

OPERATION. SEWAGE BYPASS TO BE

REDUCE SLOPE TO ALLOW FLAPGATE

INSTALL PER DETAIL F1 ON CS502.

LINE #2 WITH 81 LF OF 8" SDR PIPE

REPLACE 81 LF OF 8" SANITARY

NEW VALVES.

CONNECT LINE AT THE

PER DETAIL F1 ON CS502

WITH 87 LF OF 3" PE PIPE

REPLACE 87 LF OF 3" GASLINE

AT THE NEW VALVES.

DETAIL F1 ON CS502 CONNECT LINE

WITH 102 LF OF 8" PE PIPE PER

REPLACE 102 LF OF 8" WATERLINE

ON 8" REPLACED PIPE.

INSTALL FLAP GATE

ACCOMIDATE A FLAPGATE

MODIFY MANHOLE TO

EXISTING MH 2-2

E 2,484,050.01

N 2,196,714.87

NEW MANHOLE

SANITARY MH 2-14

SPONSOR.

COORDINATE WITH COR AND LOCAL

SEWERLINE AND MANHOLE

INFLOW WHILE CONSTRUCTING THE

WORK. PUMP THE SANITARY SEWER

PRIOR TO PLANNED SANIARY SEWER

PROVIDE WRITTEN NOTICE 14 DAYS

COR AND LOCAL SPONSOR.

NEW SEWERLINE. COORDINATE WITH

INFLOW WHILE CONSTRUCTING THE

WORK. PUMP THE SANITARY SEWER

PRIOR TO PLANNED SANITARY SEWER

PROVIDE WRITTEN NOTICE 14 DAYS

E 2,484,056.77

N 2,196,735.09

TO NEW WATERLINE.

FIRE HYDRANT. CONNECT

RELOCATE AND INSTALL EXISTING

PE - 2" GASLINE

PLACE 320 LF OF

PE WATERLINE

PLACE 310 LF OF 6"

E 2,483,952.42

N 2,196,727.32

E 2,483,961.03

N 2,196,725.36

E 2,484,032.78

N 2,196,775.29

E 2,484,036.00

N 2,196,786.21

REPLACING PIPES.

WHILE CONSTRUCTING FLOODWALL AND

PROVIDE BYPASS GAS AND WATER SYSTEMS

DETAIL #4.

BACK FILL WITH CLSM, FOLLOW PENETRATION KEY NOTE

CAP BOTH ENDS. DO NOT INSTALL CARRIER PIPE.

PIPE FOR FUTURE SEWER LINE PROJECT (BY OTHERS).

INSTALL 52 LF OF 16" STEEL SANTARY SEWER CASING

E 2,484,037.96

N 2,196,744.70

Plan Annotation.Point X E

Plan…

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File details come from the government source that posted it. Updated Jul 21, 2022.