W912P525BA005 RTA TPLANS WILLIAMS STREET DETENTION STRUCTURE - Amendment 0002 - 23JUN2025.pdf

PDF 4 MB Posted Jun 25, 2025

Attached to: Williams Street Detention Structure, Mouse Creek Cleveland, Tennessee
Solicitation number: W912P525BA005
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

About this file

Written by GovTribe AI · Jun 25, 2025

These documents are technical engineering design plans for the Williams Street Detention Structure project in Cleveland, Tennessee, prepared by the U.S. Army Corps of Engineers Nashville District. The project involves constructing an earthen flood risk management structure spanning approximately 160 feet across Fillauer Branch Tributary 1, with a maximum fill height of 15 feet and side slopes ranging from 3H:1V to 4H:1V. Key technical elements include an 18-inch reinforced concrete pipe culvert, a spillway lined with articulated concrete block spanning 70 feet, and downstream embankment lined with turf reinforced mat.

The design plans (sheets G-003, C-301, L-101, and CU501) provide detailed specifications for grading, access road and fence construction, landscaping, and culvert/outlet structure details. The project is a small business set-aside with an estimated price range between $1-5 million and a 190-calendar day delivery timeframe from Notice to Proceed. The solicitation requires contractors to be registered in the System for Award Management (SAM) and attend a mandatory pre-bid site visit scheduled for 22 May 2025, with specific security registration requirements for U.S. citizens and foreign nationals.

View the file

Other files

File	Type	Posted
OF_1419_Willams Street Detention Structural W9125P25BA005_Finalized 7.8.2025.pdf	PDF	Jul 15, 2025
Solicitation Amendment W912P525BA0050003 SF 30.pdf	PDF	Jun 30, 2025
Williams Street W912P525BA005_Bidder Inquiries 2_6.24.2025.pdf	PDF	Jun 25, 2025
W912P525BA005 RTA TSPECS WILLIAMS STREET DETENTION STRUCTURE - Amendment 0002 - 24JUN2025.pdf	PDF	Jun 25, 2025
W912P525BA005 - Tech Changes Memo - Amendment 0002 - 24JUN2025.pdf	PDF	Jun 25, 2025
Solicitation Amendment W912P525BA0050002 SF 30.pdf	PDF	Jun 25, 2025
W912P525BA005 RTA PLANS WILLIAMS STREET DETENTION STRUCTURE - Amendment 0001 - 11JUN2025.pdf	PDF	Jun 23, 2025
Amend 0001 W912P525BA005 WILLIAMS STREET DETENTION STRUCTURE.pdf	PDF	Jun 12, 2025
Site Visit Sign-In Sheet.pdf	PDF	Jun 12, 2025
W912P525BA005 - Tech Changes Memo - Amendment 0001 - 12JUN2025.pdf	PDF	Jun 12, 2025
Bidder Inquires_6.9.2025.pdf	PDF	Jun 12, 2025
W912P525BA005 RTA TSPECS WILLIAMS STREET DETENTION STRUCTURE - Amendment 0001 - 02JUN2025.pdf	PDF	Jun 12, 2025
U.S. Citizen Pre-Bid Site Visit Form.pdf	PDF	May 15, 2025
Foreign National Pre-Bid Site Visit Form.pdf	PDF	May 15, 2025
W912P525BA005 RTA PLANS WILLIAMS STREET DETENTION STRUCTURE - 13MAY2025.pdf	PDF	May 15, 2025
W912P525BA005 RTA TSPECS WILLIAMS STREET DETENTION STRUCTURE - 15MAY2025.pdf	PDF	May 15, 2025
W912P525BA005 RTA BID SCHEDULE WILLIAMS STREET DETENTION STRUCTURE.pdf	PDF	May 15, 2025
Solicitation - W912P525BA005_5.15.2025.pdf	PDF	May 15, 2025

Show all 18

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

E N

A M

J U

A M

D T

A D

D E

D H

Y D

R O

S E

E D

M B

A N

K M

E N

T H

A T

C H

B R

A N

D O

N W

L E

Y P

L O

T S

C A

L E

CERTIFIED FINAL DOCUMENTS - RTA

C L

E V

E L

A N

D T

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

P R

O J E

C T

-2

-B -A

M a y

-2

-X -X

X X

N A

S H

L E

T R

T H

A V

E N

U E

S O

U T

N A

S H

L E

-3

A N

S I

G E

N E

R A

L S

H E

E T

S G

.d g n

M S

S T

R E

E T

D E

T E

N T

S T

R U

C T

U R

SCALE:

DRAWING AREA TITLE

GRID LETTER / NUMBER OF DETAIL

DIRECTION OF CUT

GRID LETTER / NUMBER OF DETAIL

VICINITY MAP - SITE LOCATION

SCALE: 1" = 600'

LIMITS

CONSTRUCTION WORK

SEE SHEET V-102 FOR

PROJECT LOCATION

G-003

B .M

J .P

B R

A N

D O

N M

L E

SHEET WHERE DETAIL IS SHOWN

A N

D A

B B

R E

N S

Y M

A P

E N

E R

A L

N O

T E

S L

E G

E N

GRID LETTER / NUMBER

SCALE: 1" = 50 MILES

VICINITY MAP - COUNTY

BRADLEY COUNTY

PROJECT LOCATION

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

CLSM IF DAMAGED DURING CONSTRUCTION.

EXISTING ABANDONED SEWERLINE, INFILL PIPE WITH 5

EXISTING POWER POLE, PROTECT IN PLACE.4

EXISTING OVERHEAD POWER LINES, PROTECT IN PLACE.3

EXSITING SEWER MANHOLE, PROTECT IN PLACE2

EXISTING SEWER, PROTECT IN PLACE1

DEMOLITION NOTES:

CONSTRUCT 6 INCH THICK ABC ACCESS ROAD PER PLAN.13

OPENING PER PLAN AND DETAILS ON SHEET C-504.

CONSTRUCT DOUBLE LEAF SWING GATE WITH 14 FT GATE 12

503.

CONSTRUCT FENCE PER PLAN AND DETAILS ON SHEET C-11

AND T.D.O.T. STANDARD DETAIL D-PE-18A.

CONSTRUCT CONCRETE OUTLET STRUCTURE PER PLAN 10

RACK PER MODIFIED SPPWC DETAIL 361-2.

AND T.D.O.T. STANDARD DETAIL D-PEW-1 WITH TRASH

CONSTRUCT CONCRETE INLET STRUCTURE PER PLAN 9

BACKFILL PER DETAIL A1 ON SHEET CU501.

CONSTRUCT 18 INCH RCP PER PLAN WITH BEDDING AND 8

BACKFILL PER DETAIL E1 ON SHEET CU501.

CONSTRUCT 18 INCH RCP PER PLAN WITH BEDDING AND 7

PLAN AND DETAIL E1 ON SHEET C-501.

CONSTRUCT CONCRETE ARMORING UNIT ASSEMBLY PER 6

501.

CONSTRUCT ACB PER PLAN AND DETAIL E1 ON SHEET C-5

DETAIL A1 ON SHEET C-301.

CONSTRUCT TURF REINFORCED MAT PER PLAN AND 4

LANDSCAPE SHEETS.

CONSTRUCT HYDROSEEDED SLOPE PER PLAN AND 3

DETAIL E1 ON SHEET C-301.

CONSTRUCT ACB OVERFLOW STRUCTURE PER PLAN AND 2

AND DETAILS ON SHEET C-301.

CONSTRUCT EARTHEN FILLED EMBANKMENT PER PLAN 1

CONSTRUCTION NOTES:

CONSTRUCTION EASEMENT

BORROW AREA

EMBANKMENT TOE OF SLOPE

DAYLIGHT LINE / CATCH LINE - CUT CONDITION

PROPERTY LINE

EXISTING POWER LINE

EXISTING SEWERLINE

EXISTING STORM DRAIN

EXISTING WATERLINE

EXISTING FENCE

DESIGN CONTOURS100

EXISTING CONTOUR

EXISTING BREAKLINE

LEGEND - LINE STYLES

NORTH

PLAN

T R

U E N

PLAN NORTH

TRUE NORTH

CONTROL POINT

POWER POLE

SLOPE DAGGER - CUT CONDITION

LEGEND - DRAWING INDICATOR LEGEND - SYMBOLS

DETAIL INDICATOR

SECTION INICATOR

TENNESSEE

ALABAMA

MADISON

SIMPSONKENTUCKY

TENNESSEE

SUMNER

TROUSDALE

WILSON

RUTHERFORD

BEDFORD

MOORE

LINCOLN

BLEDSOE

GRUNDY

COFFEE

FRANKLIN

JACKSON

WALKER

DADE

CATOOSA

WHITFIELD

GILMER

POLK

BRADLEY

HAMILTON

MARION

SEQUATCHIE

M E

RHEA

MCMINN

LOUDO

ROANE

MORGAN

CUMBERLAND

VAN BUREN

WARREN

WHITE

DE KALB

SMITH

PUTNAM

JACKSON

SCOTT

MACON

CLAY

CLINTON

WAYNS

McCREARY

OVERTON

RIVER

CANEY FORK

PICKETT

FENTRESS

CANNON

ERTSON

VIDSON

LIAMSON

RSHALL

AND

MON

LEGEND - PATTERNS

NORTH

PLAN

T R

U E

25TH

STR

EET N

0 600' 1200'

XXX.XX FL PROPOSED ELEVATION CALL OUT

EXISTING ELEVATION CALL OUT(XXX.XX FL)

CONCRETE

EXISTING EARTH

ARTCULATED CONCRETE BLOCK

EMBANKMENT FILL

HP-TRM

NEUTRAL IS APPROXIMATELY 25 FEET ABOVE GROUND.

APPROXIMATELY 29 FEET ABOVE GROUND AND THE

WITH A #1/0 AL NEUTRAL. THE PRIMARY LINE IS

POWERLINES ARE #1/0 AL PRIMARY SINGLE-PHASE, 7.6Kv, OPERATING NEAR THE OVERHEAD POWER LINES.

THE CONTRACTOR MUST TAKE EXTRA PRECAUTION WHEN

BORROW AREA AND THROUGHOUT THE PROJECT SITE.

OVERHEAD POWERLINES ARE LOCATED WITHIN THE 17.

SUBMIT WATER CONTROL PLAN AS INDICATED.

ACCORDANCE WITH APPLICABLE CONTRACT CLAUSES.

THE WORK AND ADDRESSED AS NON-COMPENSABLE IN

FROM RAIN EVENTS WILL BE CONSIDERED INCIDENTAL TO

ADVERSE IMPACTS TO THE CONTRACTOR OPERATIONS

TO PROTECT WORK, MATERIALS, AND EQUIPMENT.

IS RESPONSIBLE FOR TAKING NECESSARY PRECAUTIONS

INUNDATION DURING STORM EVENTS. THE CONTRACTOR

CREEK THEREFORE THE CONTRACTOR CAN EXPECT

MUCH OF THE PROJECT SITE IS WITHIN AN EXISTING DRY 16.

IMPACT TO THE SITE.

TO PROTECT EXISTING STRUCTURES AND MINIMIZE

FINAL ACCEPTANCE. USE BEST MANAGEMENT PRACTICES

RETURNED TO THEIR ORIGINAL CONDITION PRIOR TO

IMPACTED BY CONSTRUCTION EFFORTS SHALL BE

SPECIFICATIONS, ANY EXISTING STRUCTURES THAT ARE

UNLESS OTHERWISE NOTED IN THE PLANS OR 15.

CONSTRUCTION PERIOD.

SHALL BE MAINTAINED THROUGHOUT THE

INSTALLED PRIOR TO COMMENCING EARTHWORK AND

ALL NECESSARY EROSION CONTROL MEASURES MUST BE 14.

(VERTICAL).

C.O.R.S. AND ELEVATIONS ARE BASED ON NAVD88

PLANE" COORDINATE SYSTEM, NAD 83 (HORIZONTAL) -

BEARINGS ARE BASED ON THE "TENNESSEE STATE 13.

FEET UNLESS OTHERWISE NOTED.

12. ALL COORDINATES AND ELEVATIONS ARE IN US SURVEY

SHOWN IN THE DRAWINGS.

EXISTING CONDITION MAY VARY OR DIFFER FROM THOSE 11.

THE SPECIFIED WORK LIMITS.

THE CONTRACTOR MUST PERFORM ALL WORK WITHIN 10.

TENNESSEE.

SECTION 01 57 19 ENVIRONMENTAL PROTECTION OF

CLEAR OF MUD, STONES, DEBRIS, ETC., AS DESCRIBED IN

THE CONTRACTOR MUST KEEP ALL STREETS CLEAN AND 9.

THE SITE DURING CONSTRUCTION.

NECESSARY TO CONTROL SEDIMENT AND EROSION ON

57 19 ENVIRONMENTAL PROTECTION OF TENNESSEE, AS

PRACTICES (BMPs) AND IN ACCORDANCE TO SECTION 01

TEMPORARY EROSION CONTROL BEST MANAGEMENT

THE CONTRACTOR MUST INSTALL AND MAINTAIN 8.

MANUAL EM 385-1-1 (CURRENT EDITION).

ENGINEERS SAFETY AND HEALTH REQUIREMENTS

ALL WORK MUST BE IN ACCORDANCE WITH CORPS OF 7.

PLANS AND SPECIFICATION.

CONSTRUCTION CONDITION OR AS SPECIFIED IN THE

CONSTRUCTION WORK MUST BE RESTORED TO PRE-

ALL AREAS AND FACILITIES DISTURBED DUE TO 6.

GOVERNMENT.

REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE

UTILITIES DAMAGED DURING CONSTRUCTION MUST BE

DESIGNATED TO BE REMOVED WITHIN THE WORK LIMITS.

PROTECTION OF ALL UTILITIES THAT ARE NOT

THE CONTRACTOR MUST BE RESPONSIBLE FOR THE 5.

REQUIRED FOR LAYOUT OF WORKLIMITS.

SERVICES OF A REGISTERED LAND SURVEYOR ARE

IMMEDIATELY REPORT ANY DISCREPANCIES TO THE COR.

CONTRACTOR IN THE FIELD. THE CONTRACTOR MUST

ARE APPROXIMATE AND MUST BE VERIFIED BY THE

UTILITIES AND SITE FEATURES SHOWN ON THE DRAWINGS 4.

BE FOUND USING THE LINK "http://www.tennessee811.com".

EXCAVATION WORK. MORE CONTACT INFORMATION CAN

UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY

CALL CENTER BY CALLING 811 TO LOCATE

THE CONTRACTOR MUST CONTACT THE TENNESSEE ONE 3.

VEHICULAR TRAFFIC.

ABUTTING PROPERTY, UTILITIES, PEDESTRIAN, AND

PRECAUTIONS TO PROTECT AND PROVIDE ACCESS TO

THE CONTRACTOR MUST TAKE ALL NECESSARY SAFETY 2.

TO START OF WORK.

BECOME APPARENT, THE COR MUST BE NOTIFIED PRIOR

COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES

SITE CONDITIONS AND GRADES PRIOR TO

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL 1.

GENERAL NOTES

(100)

VERTICALVERT.

VERTICALV

TYPICALTYP.

TENNESSEE DEPARTMENT OF TRANSPORTATIONT.D.O.T.

STANDARDSTD

STATIONSTA.

SLOPESL

REINFORCED CONCRETE PIPERCP

POINT OF VERTICAL INTERSECTIONPVI

POINT OF ENDPOE

POINT OF BEGINNING POB

PROTECT IN PLACEP.I.P.

ON CENTERO.C.

NOT TO SCALENTS

NATIONAL GEODETIC VERTICAL DATUMNGVD

NORTH AMERICAN VERTICAL DATUMNAVD

NORTHN

MINIMUMMIN.

MILESMI.

MANHOLEMH

INVERTINV.

HIGH PERFORMANCE REINFORCEMENT MATHP-TRM

FINISHED SURFACEFS

FLOW LINEFL

FINISHED GRADEFG

EACH WAYE.W.

ELEVATIONELEV

ELEVATIONEL

EASTE

CONTRACTING OFFICER'S REPRESENTATIVECOR

CONTROLLED LOW STRENGTH MATERIALCLSM

CONTROL LINECL

TEMPORARY CONSTRUCTION EASEMENTC/E

ARTICULATED CONCRETE BLOCKACB

STANDARD ABBREVIATIONS

H S

T R

E E

T N

O V

E R

H E

A D

20TH STREET

R A

L P

H B

U C

K N E R

B L V

D N

EELY C

20TH STREET NE

B R

G E

R O

A D

M S

S T R E E T

N E

CENTER LINE

PROPOSED DITCH BOTTOM

PROPOSED BREAKLINE

EXISTING GRADE

HP-TRM

SLOPE DAGGER - FILL CONDITION

EXISTING SEWER MANHOLE

CONFINED DRAINAGE LAYER

SAND FILTER

HYDROSEEDING

NORTH

PLAN

T R

U E

0 100 MI.50 MI.

CONCRETE ARMORING UNITS

HYDROSEEDING - EMBANKMENT

X-###

10'

5'5'

10'

5'5'

(865)

(870)

(875)

(865

(87 0)

(87 5)

(880)

POWER

(865)

(870)

(875)

(865)

(870)

(875)

(860)

(865)

(870)

(875)

(880)

(875)

(880)

E N

A M

D T

L E

V E

L E

D O

F F P

L A

N T

G D

P L

A N

D O

N W

L E

A C

C E

S S

R O

A D

A N

D F

E N

C E

P L

O T

S C

A L

E V

E L

A N

D T

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

P R

O J E

C T

-2

-B -A

M a y

-2

-X -X

X X

N A

S H

L E

T R

T H

A V

E N

U E

S O

U T

N A

S H

L E

-3

A N

S I

T Y

A L

C R

O S

S S

E C

N S

E M

B A

N K

M E

N T

C-301

S C

-3 .d g n

B .M

J .P

B .M

.W H

E Y

M S

S T

R E

E T

D E

T E

N T

S T

R U

C T

U R

SCALE: 1" = 10'

TYPICAL CROSS SECTION: STA. 00+00 TO STA. 00+20 & STA. 00+90 TO STA. 01+60

SCALE: 1" = 30'

ACCESS ROAD AND FENCE

A11

SCALE: 1" = 30'

CONCEPTUAL BORROW AREA GRADING PLAN

(860)

(865

(8 )(8

(865)

(890)

25' 50'

L15

L16

L17

L18

L19 L20

SCALE: 1" = 10'

TYPICAL CROSS SECTION: STA. 00+20 TO STA. 00+90

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

EXISTING GRADE

SEE SHEET C-101

FOUNDATION EXCAVATION

CONTROL LINE

ENGINEERED FILL 3

SEE DETAILS ON SHEET C-501.

ARTICULATED CONCRETE BLOCK,

UPSTREAM SIDEDOWNSTREAM SIDE

EL. VARIES 875 TO 872 SEE PROFILE SHEET

INSPECTION TRENCH SEE SHEET C-101

EL. 859.00

EL. 854.00

CLSM

SEE CG101

SITE GRADING

SEE CG101

SITE GRADING

ACB TERMINATION PER DETAIL A1 ON SHEET C-501

PER SHEET L-101

HYDROSEEDED SLOPE

1.5

1 EL. 857.00

CONTROL LINE

ENGINEERED FILL

PER SHEET L-101

HYDROSEEDED SLOPE

SEE SHEET C-101

FOUNDATION EXCAVATION

EXISTING GRADE

SEE DETAILS ON SHEET C-502

TURF REINFORCEMENT MAT

DOWNSTREAM SIDE UPSTREAM SIDE

EL. VARIES 875 TO 876 SEE PROFILE SHEET

INSPECTION TRENCH SEE SHEET C-101

EL. 854.00

EL. 859.00

SEE CG101

SITE GRADING

SEE CG101

SITE GRADING

VARIES FROM O TO 5 FEET

SEE SHEET C-101

CLSM

EL. 857.00

1.5

.88

RCP 1

.01

RCP 1

.29

PVC 8

.35

.40

.57

.70

.11

.16

.29

GND

.44

GND

.46

.47

GND

.50

GND

.60

GND

.61

GND

.68

GND

.68

GND

.69

GND

.76

GND

.76

GND

.82

GND

.84

.87

EA1

.96

.99

GND

.01

EA1

.07

EA1

.10

GND

.11

EA1

.11

TB5

.13

GND

.22

GND

.29

GND

.35

GND

.36

GND

.51

GND

.51

GND

.51

EA1

.52

EA2

.55

GND

.56

GND

.60

GND

.67

GND

.68

GND

.74

GND

.75

GND

.79

GND

.80

GND

.81

GND

.82

TB7

.83

EA1

.86

GND

.94

GND

.98

GND

.03

TB5

.04

EA2

.08

GND

.08

GND

.09

EA1

.14

EA1

.14

GND

.17

GND

.18

GND

.19

GND

.20

GND

.22

EA2

.26

GND

.26

EA2

.30

EA2

.43

EA1

.50

GND

.52

GND

.64

GND

.64

GND

.75

EA2

.75

GND

.76

EA2

.79

GND

.82

GND

.88

EA2

.88

GND

.93

GND

.06

GND

.07

GND

.11

TB5

.12

GND

.12

TB5

.15

GND

.27

TB7

.33

GND

.33

GND

.40

GND

.41

TB7

.46

GND

.49

GND

.50

GND

.56

TB5

.68

GND

.69

GND

.72

TB7

.77

TB7

.78

GND

.81

GND

.83

TB5

.83

GND

.86

GND

.90

GND

.90

TB7

.91

GND

.92

GND

.94

TB7

.95

GND

.95

GND

.95

GND

.04

GND

.08

GND

.11

GND

.12

TB5

.13

GND

.15

TB5

.17

GND

.20

TB7

.26

TB5

.31

TB5

ST TB7

.39

GND

.40

GND

.44

GND

.59

GND

.77

GND

.87

GND

.87

SSMH

.02

GND

.14

GND

.25

GND

.34

GND

.75

GND

.80

GND

.08

GND

.41

PVC 8

" 16 .7 D

OWN

.50

GND

.52

GND

.55

GND

.66

PVC 8

" 16 .45

DOWN

.30

GND

.47

GND

.52

GND

.85

GND

.89

GND

.46

GND

.81

GND

.85

GND

.57

GND

.66

GND

.68

GND

.68

GND

.25

GND

.41

GND

.15

.83

GND

.62

GND

.05

GND

.57

GND

.90

GND

.91

GND

.12

GND

.27

GND

.94

GND

.38

GND

.68

GND

.11

GND

.17

SSMH

.29

GND

.94

GND

.21

GND

.64

GND

.89

GND

.15

GND

.84

GND

2.0%

2H:1V

2H:1 V

H :1

EASEMENT

C L E

A R

CLSM IF DAMAGED DURING CONSTRUCTION.

EXISTING ABANDONED SEWERLINE, INFILL PIPE WITH 5

EXISTING POWER POLE, PROTECT IN PLACE.4

EXISTING OVERHEAD POWER LINES, PROTECT IN PLACE.3

EXSITING SEWER MANHOLE, PROTECT IN PLACE2

EXISTING SEWER, PROTECT IN PLACE1

DEMOLITION NOTES:

B B

R C P

G N

B B

G N

R C P

G N

R C P S T

G N

R C P S T

G N

B B

G N

B B

G N

D T

G N

B B

D T

B B S T

B B

G N

B B S T

S S L

B B

S S L

D T

R C P 2"

S T R

R C P 2"

T B

G N

T B

S T R

D T

T B

T B S T

G N

B B

G N

B B

T B

S T R

D T

G N

B B

G N

B B

G N

B L8 S

G N

B B

G N

B B

E A

B B

D T

T B

G N

P V C

G N

B L8

G N

B L8

D T

B L8

D T

B B

G N

B B

B L8

G N

C O "P

V C

B L8

G N

E A

G N

B B

G N

E A

G N

E A

G N

E A

T B S T

E A

B B

G N

T B

B L8

E A

G N

B B

G N

B L8 E

G N

E A

B L8

T B

G N

E A

G N

E A

G N

T B

B L8

G N

B L8

B B

B L8

G N

T B

G N

E A

G N

T B

E A

T B

E A

G N

T B

E A

G N

E A

T B

G N

T B

G N

E A

G N

B B

G N

E A

G N

T B

G N

T B

G N

T B

G N

D 18

G N

B B S T

D T S T

G N

E A

B B

T B

E A

G N

E A

G N

T B

G N

T B

G N

D T

T B

G N

T B

G N

T B

B L6 B

T B

G N

B B

G N

B B S T

G N

D 14

B L6

G N

T B

G N

T B

G N

T B

G N

T B

G N

T B

G N

T B

G N

B L6

G N

T B

G N

T B

G N

T B

G N

T B

G N

T B

G N

T B S T

T B

G N

T B

G N

T B

G N

B L7

T B

G N

T B S T

B L6

G N

T B

G N

T B

G N

T B

G N

T B

G N

T B

G N

T B

E T

G N

T B

G N

T B

B L6

T B S T

G N

S S

M H

G N

B L6

G N

B L6

G N

B L9

G N

B L9

G N

L E

A R

NORTH

BE STEEPER THAN 2H:1V.

SLOPES OUTSIDE OF THE POWER EASEMENT MUST NOT

POWER EASEMENT MUST NOT BE STEEPER THAN 3H:1V.

FOR REVIEW AND APPROVAL. SLOPES WITHIN THE

SUBMIT A BORROW AREA CLOSURE PLAN TO THE COR

IS FOR INFORMATION ONLY. THE CONTRACTOR MUST

THE BORROW AREA GRADING PLAN IS CONCEPTUAL AND 5.

SEE SHEET CG101 FOR SITE GRADING.4.

EXCAVATION.

SEE SHEET C-101 FOR EMBANKMENT FOUNDATION 3.

AND VERTICAL ALIGNMENT.

SEE SHEET C-102 FOR THE EMBANKMENT HORIZONTAL 2.

CROSS SECTIONS ARE LOOKING UP STATION. 1.

GENERAL NOTES

10' 20'0 30' 60'0

30' 60'0

N O

R T H

861.5 E

E P

(856.99 E P

(8 .2

E P

CONSTRUCT 6 INCH THICK ABC ACCESS ROAD PER PLAN.13

OPENING PER PLAN AND DETAILS ON SHEET C-504.

CONSTRUCT DOUBLE LEAF SWING GATE WITH 14 FT GATE 12

503.

CONSTRUCT FENCE PER PLAN AND DETAILS ON SHEET C-11

CONSTRUCTION NOTES:

P FOR SITE GRADING

SEE SHEET CG101

10' 20'0

(865

(870)

(875)

(880)

(885) (865)

(870)

(875)

(865)

(870)

(875)

(86 5)

(870

(875

(880

(860)

(865)

(870)

(875)

(880)

(875)

(880)

(860) (860)

E N

A M

J U

D T

A D

D E

D H

Y D

R O

S E

E D

M B

A N

K M

E N

T H

A T

C H

A N

D O

N W

L E

O T

S C

A L

E V

E L

A N

D T

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

P R

O J E

C T

-2

-B -A

M a y

-2

-X -X

X X

N A

S H

L E

T R

T H

A V

E N

U E

S O

U T

N A

S H

L E

-3

A N

S I

N D

S C

A P

E P

L A

L-101

S L

-1 .d g n

B .M

J .P

B .M

.W H

E Y

M S

S T

R E

E T

D E

T E

N T

S T

R U

C T

U R

SCALE: 1" = 15

GRADING PLAN

15 MIN.'

' M

TOE OF SLOPE

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

B B

R C P 2"

B B

G N

B B

P V C

G N

B L8

B B

G N

B B

G N

B B S T

D T6 S

G N

B B

G N

D T6

B B

G N

B B

G N

B B

B L6 B

B B

G N

B B

B B S T

G N

B L6

G N

B B S T

B B

G N

B B

G N

B B

G N

B B

G N

D T6

G N

B B

G N

B B S T

G N

B B

E B

G N

B B

G N

B L6

B B

G N

B B

S T

G N

B B

G N

B B

G N

S T

B L6

G N

B B

G N

S T

E T

G N

S T

G N

B L6

G N

S T

G N

D T6 S

G N

S T

G N

S S

M H

G N

D T6

B B

G N

D T6

B L6

G N

B B

G N

B B

G N

B B

G N

B B

G N

B B

G N

N D

B B

G N

B B

G N

D T6

B B

D T6

G N

D T6

G N

B B

G N

B B

D T6

B B

G N

B L9

G N

B L9

G N

B L9

G N

B L5

G N

SUBMITTAL.

CONTRACTOR IN THE BORROW AREA CLOSURE

BE SUBMITTED FOR REVIEW AND APROVAL BY THE

PROPOSED LANDSCAPING FOR THE BORROW AREA WILL 4.

PAST THE EMBANKMENT TOE.

BE SEEDED AND MUST EXTEND TO A MINIMUM OF 15 FEET

THE CONTRACTOR MUST CLEAR AND GRUB ALL AREAS TO 3.

COR APPROVAL.

LIMITS SHOWN ON THE PLAN SHEET AND ARE SUBJECT TO

THE ACTUAL DISTURBED AREA MAY DIFFER FROM THE 2.

ARE REQUIRED TO BE PLANTED AND SEEDED.

ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES 1.

GENERAL NOTES

15' 30'0

N O

LEGEND - PATTERNS

HP-TRM

PLAN - ARTCULATED CONCRETE BLOCK

HYDROSEEDING

HYDROSEEDING - EMBANKMENT 1

8' TYP.

Y P

12" MIN

2' TYP.

HP-TRMCHANNEL

LOW FLOW

DETAILS HEREON

SAND FILTER SEE

OUTLET STRUCTURE

9" THK. BEDDING

15" THK. RIPRAP OVER

TOE OF SLOPE

18" RCP

DETAIL J1 ON SHEET CU501

CLSM CRADLE SEE

BEDDING FILL

ENGINEERED FILL

SAND FILTER

DETAIL J1 ON SHEET CU501

CLSM CRADLE SEE

SAND FILTER

18" RCP

ENGINEERED FILL

W/ 4" MIN. CLR.

NO. 6 AT 12" O.C. E.W.

CLSM

18" RCP

OUTLET STRUCTURE

SAND FILTER SEE DETAILS HEREON

CLSM CRADLE SEE DETAIL J1 HEREON

18" RCP INVERT SEE DETAILS HEREON

9" THK. BEDDING

18" THK. RIPRAP OVER

HP-TRM

A N

S I

C E

R T

D F

L D

O C

U M

E N

T S

E V

E L

A N

D T

M S

S T

R E

E T

D E

T E

N T

S T

R U

C T

U R

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

P R

O J E

C T

W P

-2

-B

-A

M a y

-2

-X -X

X X

N A

S H

L E

-3

T H

A V

E N

U E

S O

U T

N A

S H

L E

T R

T S

C A

L E

E N

A M

B R

A N

D O

N W

L V

E R

D E

T A

CU501

B .M

J .P

J U

D T

P D

A T

E D

D E

T A

E F

E R

E N

C E

I N

N O

W S

.d g n

.W H

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

E C p d f.

p lt c fg

/2 /2

W il li a m s S tr e e t

D e te n ti o n S tr u c tu re

S C

U .d g n

SCALE: N.T.S.

TYPICAL TRENCH SECTION

TRENCH SECTION SAND FILTER

CLSM CRADLE

OUTLET STRUCTURE DETAIL

SCALE: N.T.S.

SAND FILTER ALONG OUTLET STRUCTURE

WING WALL

N D

T E

R E

N D

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

18" MIN.

SPRING LINE

18" MIN.

SPRING LINE

SAND FILTER

18" MIN.

HP-TRM

WING WALL

9" THK. BEDDING

18" THK. RIPRAP OVER

CU501

W912P525BA005 RTA TPLANS WILLIAMS STREET DETENTION STRUCTURE - Amendment 0002 - 17JUN2025

122761WS_G003

122761WS_C-301

122761WS_L-101

122761WS_CU501

File details come from the government source that posted it. Updated Jun 25, 2025.