W912P525BA005 RTA PLANS WILLIAMS STREET DETENTION STRUCTURE - 13MAY2025.pdf

Nashville District of Engineers

US Army Corps

Plans For

W912P5-25-B-A005

WILLIAMS STREET DETENTION

STRUCTURE PROJECT

CLEVELAND FLOOD REDUCTION PROJECT

SOUTH MOUSE CREEK WATERSHED

CLEVELAND, TENNESSEE

MAY 2025

Certified Final Documents - RTA

Submitted:

Brandon M. Whitley, P.E.

(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.

of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations

Note:

Brandon M. Whitley, P.E.

Chief, Civil Site and Survey Section

Approved:

Joshua Bomar, P.E.

Chief, Civil and Geotechnics Branch

Project Engineer

Approval Recommended:

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SCALE:

DRAWING AREA TITLE

GRID LETTER / NUMBER OF DETAIL

DIRECTION OF CUT

GRID LETTER / NUMBER OF DETAIL

B1

VICINITY MAP - SITE LOCATION

SCALE: 1" = 600'

LIMITS

CONSTRUCTION WORK

SEE SHEET V-102 FOR

PROJECT LOCATION

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VICINITY MAP - COUNTY

BRADLEY COUNTY

PROJECT LOCATION

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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

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S

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

AN

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VIDSON

LIAMSON

RSHALL

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LEGEND - PATTERNS

NORTH

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EET N

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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

REGISTER OFFICE OF BRADLEY COUNTYR.O.B.C.

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

T

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PROPOSED DITCH BOTTOM

PROPOSED BREAKLINE

EXISTING GRADE

HP-TRM

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EXISTING SEWER MANHOLE

CONFINED DRAINAGE LAYER

SAND FILTER

HYDROSEEDING

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CONCRETE ARMORING UNITS

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0.

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0.

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0.

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0.

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N D

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2.

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3.

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3.

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3.

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3.

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3.

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6.

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5.

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5.

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6.

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6.

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9.

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9.

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0.

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1.

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1.

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1.

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1.

B L2

2.

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2.

B L2 S

T B L3 S

T

2.

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T

2.

B L3 E B

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2.

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2.

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2.

FC

A P

3.

C M P 2"

3.

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3.

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S

4.

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4.

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4.

B L5

4.

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5.

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5.

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8.

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7.

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FC

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2.

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2.

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4.

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5.

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5.

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6.

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7.

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8.

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9.

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9.

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9.

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0.

B L1 S

T B L7 S

T

0.

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1.

B L7

NORTH

PLAN

T R

U E N

FIELD SURVEY DATE(S): AUGUST – DECEMEBER 2022.8.

PERFORMED FOR CITY OF CLEVELAND, TENNESSEE.7.

TENNESSEE ONE-CALL" 1-800-351-1111.

TO AVOID ANY POSSIBLE HAZARD OR CONFLICT.

TO THE DATE OF THEIR INTENT TO EXCAVATE IN ORDER

(3), NOR NO MORE THAN TEN (10) WORKING DAYS PRIOR

UNDERGROUND UTILITY OWNERS, NO LESS THAN THREE

ENGAGES IN EXCAVATION MUST NOTIFY ALL KNOWN

DAMAGE PREVENTION ACT'', THAT ANYONE WHO

REQUIREMENT PER "THE UNDERGROUND UTILITY

APPROPRIATE UTILITY COMPANY. IN TENNESSEE, IT IS A

SERVICE SHOULD BE CONFIRMED WITH THE

RELATIVE THERETO IS MADE. AVAILABILITY AND COST OF

SHOULD ALSO BE MADE PRIOR TO ANY DECISION

VERIFICATION OF EXISTENCE, LOCATION AND DEPTH

SO WITH THIS CIRCUMSTANCE CONSIDERED. DETAILED

AND LOCATION OF UTILITIES SHOWN SHOULD BE DONE

INDICATED. THEREFORE, RELIANCE UPON THE TYPE, SIZE,

UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION

THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE

ABANDONED.

UTILITIES IN THE AREA, EITHER IN SERVICE OR

UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH

THE SURVEYOR MAKES NO GUARANTEE THAT THE

UNKNOWN AND ARE NOT SHOWN.

SERVICE LINES TO THE PROPERTY SURVEYED ARE

OTHERS. THE LOCATION AND OR EXISTENCE OF UTILITY

SITE, PUBLIC RECORDS AND/OR MAPS PREPARED BY

WERE TAKEN FROM VISIBLE APPURTENANCES AT THE

ABOVE GRADE AND UNDERGROUND UTILITIES SHOWN

UNDERGROUND UTILITIES.

THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE 6.

DATED: FEBRUARY 2, 2007.

MAP NO. 47011C0136E

"ZONE D" AS PER THE NATIONAL FLOOD INSURANCE RATE

THIS PROPERTY IS LOCATED IN AN AREA DESIGNATED 5.

PRODUCED.

EXPRESSED OR IMPLIED. A TITLE REPORT WILL NOT BE

NOT CONSTITUTE A WARRANTY OR GUARANTEE,

INFORMATION OBTAINED DURING THE SURVEY AND DOES

ARE BASED ON A PROFESSIONAL OPINION CONSIDERING

SEARCH. THE STATEMENT OF FACTS SHOWN HEREON

IS SUBJECT TO THE FINDINGS OF A COMPLETE TITLE

FURNISHED THIS SURVEYOR; THEREFORE, THIS SURVEY

DEEDS/PLATS OF RECORD. NO TITLE REPORT WAS

THIS SURVEY WAS MADE USING THE LATEST RECORDED 4.

METHODS.

MODEL R12) USING REAL TIME KINEMATIC (RTK)

GPS RECEIVERS (LIECA MODEL GS-18 AND TRIMBLE

MEASUREMENTS WERE MADE WITH DUAL-FREQUENCY 3.

SURVEY FEET.

ELEVATIONS ARE BASED ON NAVD88 (VERTICAL), U.S.

COORDINATE SYSTEM (4100) NAD83 (HORIZONTAL) AND

BEARINGS ARE BASED ON THE TENNESSEE STATE PLANE 2.

TENNESSEE.

BOARD OF EXAMINERS FOR LAND SURVEYORS, STATE OF

STANDARDS OF PRACTICES, 0820-3-.06 ADOPTED BY THE

REQUIREMENTS OF "MAPS AND MAPPING" AS PER

TENNESSEE. THIS SURVEY ALSO MEETS THE

EXAMINERS FOR LAND SURVEYORS, STATE OF

PRACTICES, 0820-3-.07(2) ADOPTED BY THE BOARD OF

"TOPOGRAPHIC SURVEY'' AS PER STANDARDS OF

THIS SURVEY MEETS THE REQUIREMENTS OF A 1.

GENERAL NOTES

40' 80'0

050I - E -023.00

BLANKENSHIP

050I - E -004.00

BLANKENSHIP

050I - E -004.00

BLANKENSHIP

050I - E -021.00

STEPHENSON

050I - E -020.00

BLANKENSHIP

E N

A M

A N

D O

N W

H

IT

L

O T

S C

A L

E

E V

E L

A N

D T

N

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

IO

N

P R

O J E

C T

W

P

-2

-B -A

M a y

W

P

-2

-X -X

X X

X

N A

S H

V

IL

L E

D

IS

T R

IC

T

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

A N

S I

D

C O

N S

T R

U C

T

IO

N E

A S

E M

E N

T L

IM

IT

S

S U

R V

E Y

S H

E E

T

V-102

W

S V

.d g n

A1

SCALE: 1" = 40'

LIMITS OF GRADING

B .M

.W

J .P

.P

B R

A N

D O

N M

W

H

IT

L E

Y W

IL

L

IA

M

S S

T R

E E

T D

E T

E N

T

IO

N S

T R

U C

T U

R E

CONSTRUCTION EASEMENT / STAGING AREA

EMBANKMENT LIMITS

STAGING AREA

P001

P002P003

P004

P016

S001

S002

S003

S005

S006

S004

EASEMENT

TEMPORARY CONSTRUCTION

BORROW AREA

P008

P005

P009

P010

P011

P012

P013

P014

P015

P006

P007

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

NORTH

PLAN

T R

U E N

WITH COR APPROVAL.

WITHIN THE TEMPORARY CONSTRUCTION EASEMENT

THE CONTRACTOR MAY RELOCATE THE STAGING AREA 6.

STRUCTURE LOCATED WITHIN THE STAGING AREA.

THE CONTRACT MUST PROTECT IN PLACE THE EXISTING 5.

OF GRADING.

CONTRACTOR MUST STRIP TOPSOIL WITHIN THE LIMITS 4.

OUTSIDE THE EMBANKMENT LIMITS.

AND GRUB WITHIN THE GRADING LIMITS AND UP TO 15 FT

PERFORM THE WORK. THE CONTRACTOR MUST CLEAR

CONTRACTOR MUST CLEAR AND GRUB AS NECESSARY TO 3.

FOR GRADING HORIZONTAL CONTROL, SEE CG101.2.

AND C-102.

FOR EMBANKMENT HORIZONTAL CONTROL, SEE C-101 1.

GENERAL NOTES

W

IL

L

IA

M S

S T

R E

E T

N E

CLEVELAND, TN 37311

2310 WILLIAMS ST NE,

40' 80'0

7.

R C P 4"

8.

P V C

9.

R C P 2"

2.

C

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2.

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LS

2.

B B 2 11

3.

B B

3.

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LS

3.

B B

3.

B B

3.

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3.

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3.

C

LS

3.

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3.

R C P

3.

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3.

R C P

3.

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3.

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4.

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4.

C

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4.

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4.

D T

4.

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4.

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4.

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LS

4.

D T

4.

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4.

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4.

P V C

4.

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4.

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4.

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4.

B B

4.

S S L

4.

D T

4.

C

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4.

R C P 2"

4.

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5.

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5.

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5.

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5.

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5.

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5.

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LS

5.

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5.

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5.

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5.

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5.

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5.

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5.

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5.

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5.

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5.

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5.

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5.

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5.

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5.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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6.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

C

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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7.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

D T6

8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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8.

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9.

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9.

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9.

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B

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9.

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9.

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9.

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9.

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9.

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9.

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9.

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9.

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9.

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9.

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9.

TB

0.

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0.

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0.

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0.

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0.

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0.

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0.

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0.

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0.

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1.

R C P 2"

1.

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1.

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1.

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1.

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1.

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1.

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1.

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1.

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1.

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2.

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2.

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2.

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2.

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2.

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2.

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2.

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2.

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2.

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2.

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2.

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2.

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2.

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N D

2.

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2.

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2.

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3.

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3.

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3.

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3.

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3.

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3.

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3.

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3.

C

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3.

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3.

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3.

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3.

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3.

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3.

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6.

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W N

3.

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3.

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3.

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3.

TB

3.

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3.

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3.

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3.

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3.

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3.

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6.

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N

3.

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3.

B L7

3.

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3.

C

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3.

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3.

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3.

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4.

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4.

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4.

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4.

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4.

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4.

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4.

C

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4.

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4.

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4.

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4.

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4.

B B

4.

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4.

TB

4.

B B

4.

TB

4.

B B

4.

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4.

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4.

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4.

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4.

B B

5.

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5.

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5.

B B S T

5.

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5.

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5.

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5.

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5.

N A

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5.

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5.

B B

5.

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5.

B B

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5.

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5.

TB

6.

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6.

R C P 2"

6.

R C P 2"

6.

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6.

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6.

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6.

TB

6.

TB

E

6.

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6.

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6.

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7.

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7.

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7.

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8.

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9.

C

LS

E

N D

9.

B L5

9.

B L9

9.

C

LS

0.

B L9

0.

C

LS

0.

C

LS

1.

B L2

1.

C M P 2"

1.

B L5

1.

B L2

1.

B L2

2.

B L3

2.

B L2 S

T B L3 S

T

2.

B L4 S

T

2.

B L3 E B

L4 E

2.

B L5

2.

B L5

2.

FC

A P

3.

C M P 2"

3.

B L3

3.

B L5

S

4.

P P

4.

B L3

4.

B L5

4.

S S

M H

5.

C M P T

O P

5.

B L3

5.

C M P T

O P 17

5.

B L3

6.

C O " P

V C

S

8.

FC

A P

0.

S S

M H

S

2.

P V C

2.

P V C

2.

P V C

5.

P V C

5.

P V C

5.

P V C

7.

FC

A P

7.

S S

M H

S

9.

FC

A P B

R O

W N

0.

S S

M H

S

1.

R E B F

2.

P P

2.

FC

A P B

R O

W N

3.

B L1

4.

R E B F

5.

B L1

5.

B L1

6.

FC

A P

7.

B L1

8.

FC

A P

9.

B L1

9.

FC

A P

9.

B L1

0.

B L1 S

T B L7 S

T

0.

B L1

1.

L7

E N

A M

.M

.W H

IT

L

P L

O T

S C

A L

E

E V

E L

A N

D T

N

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

IO

N

P R

O J E

C T

W

P

-2

-B -A

M a y

W

P

-2

-X -X

X X

X

N A

S H

V

IL

L E

D

IS

T R

IC

T

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

A N

S I

D

B O

R

IN

G L

O C

A T

IO

N

P L

A N

G E

O T

E C

H N

IC

A

L S

H E

E T

B-101

W

S B

.d g n

A1

SCALE: 1" = 40'

R E

S

M V

B

B .M

.W H

IT

L

E Y

W

IL

L

IA

M S

S T

R E

E T

D E

T E

N T

IO

N

S T

R U

C T

U R

E

BORING LOCATION PLAN

CP03

CP04

(8

(8

(8

(8

(865)

(870)

(875)

(88 0)

(885)

(890)

(895)

(86 5)

(870)

(875)

(880)

(885)

(890)

(860)

(865)

(870)

(875)

(880)

(885)

(870)

(875)

(880)

(885)

(890)

(895)

(900)

SEE SHEET C-102

EMBANKMENT 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

W

L

IA

M S

S T

R E

E T

N E

NEELY

CIRCLE

NE

NORTH

PLAN

T R

U E N

876.24306380.322310554.75WSDP-6

864.98306363.642310624.37WSDP-5

865.08306324.622310717.36WSDP-4

861.18306372.782310781.21WSDP-3

863.68306350.982310694.95WSDP-2

862.80306409.122310753.67WSDP-1

ELEV.NORTHINGEASTINGBORING4.

FIELD SURVEY DATE(S): AUGUST – DECEMEBER 2022.3.

PERFORMED FOR CITY OF CLEVELAND, TENNESSEE.2.

NAVD88 (VERTICAL), U.S. SURVEY FEET.

COORDINATE SYSTEM (4100) NAD83 (HORIZONTAL) AND

BEARINGS ARE BASED ON THE TENNESSEE STATE PLANE 1.

GENERAL NOTES

40' 80'0

050I - E -023.00

BLANKENSHIP

050I - E -004.00

BLANKENSHIP

050I - E -004.00

BLANKENSHIP

050I - E -021.00

STEPHENSON

050I - E -020.00

BLANKENSHIP

WSDP-3

WSDP-1

WSDP-4

WSDP-2

WSDP-5

WSDP-6

E V

A T

IO

N

F

E E

T

E L

E V

A T

IO

N

F

E E

T

E N

A M

A N

D O

N W

H

IT

L

N .T

.S

P L

O T

S C

A L

E

E V

E L

A N

D T

N

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

IO

N

P R

O J E

C T

W

P

-2

-B -A

M a y

W

P

-2

-X -X

X X

X

N A

S H

V

IL

L E

D

IS

T R

IC

T

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

A N

S I

D

B O

R

IN

G L

O G

P R

O F

IL

E

G E

O T

E C

H N

IC

A

L S

H E

E T

B-102

W

S B

.d g n

A1

SCALE: NOT TO SCALE

M T

C

M V

B

B .M

.W H

IT

L

E Y

W

IL

L

IA

M S

S T

R E

E T

D E

T E

N T

IO

N

S T

R U

C T

U R

E

BORING PROFILES

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

LEAN CLAY (CL) brown and reddish yellow, some sand, some gravel

CLAYEY GRAVEL (GC) dark brown, medium stiff, some sandN = 10

Ground: 861.18'

WSDP-3

Hole terminated at

855.68'

LEAN CLAY (CL) reddish yellow and yellowish brown, soft to medium stiff, trace sand, little gravel

LEAN CLAY (CL) light yellowish brown, little

FAT CLAY (CH) yellowish brown and yellowish red, little sand, little gravel

LEAN CLAY (CL) dark brown and reddish yellow, medium stiff, little sand, trace gravel

N = 10

N = 11

Ground: 862.80'

WSDP-1

Hole terminated at

855.30'

CLAYEY SAND (SC) brown, soft to medium stiff, some sand, some gravel, high LL

CLAYEY GRAVEL (GC) brown and red, sandy clayey gravel

CLAYEY GRAVEL WITH SAND

(CL) reddish brown, medium stiff to soft, some sand, sand

CLAYEY GRAVEL WITH SAND

(GC) brown and yellowish red, moist, stiff to medium stiff, some sand

FAT CLAY (CH) light yellowish brown and reddish yellow, very soft, trace sand

N = 7

N = 17

N = 1

Ground: 863.68'

WSDP-2

Hole terminated at

847.88'

LEAN CLAY (CL) brown, wet, very soft, little sand, some gravel

LEAN CLAY (CL) brown and yellowish red, trace sand, trace gravel

LEAN CLAY (CL) yellowish brown and yellowish red, some sand, little gravel

LEAN CLAY (CL) brown, some sand, some gravel

LEAN CLAY (CL) brown, moist, soft, some sand, little gravel N = 5

N = 1

Ground: 865.08'

WSDP-4

Hole terminated at

846.58'

LEAN CLAY (CL) brown and yellowish red, very soft, some sand, little gravel

LEAN CLAY (CL) brown and reddish yellow, very soft to medium stiff, little sand, little gravel

LEAN CLAY (CL) yellowish brown, moist to dry, medium stiff, little sand, trace gravel

CLAYEY GRAVEL (GC) brown and brownish yellow, medium stiff, trace sand

FAT CLAY (CH) yellowish red yellowish brown, medium stiff, trace sand, trace gravel

FAT CLAY (CH) yellowish red and light gray, dry, soft, trace sand

FAT CLAY (CH) light greenish gray and red, trace sand

LEAN CLAY (CL) brown and reddish yellow, medium stiff to very soft, little sand, trace gravel

FAT CLAY (CH) brown and reddish yellow, very soft, trace sand

FAT CLAY (CH) brown and yellowish red, very soft, trace sand

N = 0

N = 2

N = 14

N = 12

N = 12

N = 7

N = 7

N = 3

N = 4

Ground: 864.98'

WSDP-5

Hole terminated at

844.98'

FAT CLAY (CH) yellowish red, trace sand, trace gravel

LEAN CLAY (CL) light yellowish brown bluish orange, medium stiff

GRAVELLY LEAN CLAY (CL)

subangular gravel; light orangish brown yellowish, dry to moist, medium stiff, few fine gravel

LEAN CLAY (CL) light brown to dark brown, moist, soft, trace gravel

LEAN CLAY (CL) brown and yellowish brown, medium stiff, some sand, little gravel

FAT CLAY (CH) brown and yellowish brown, soft to medium stiff, trace sand

Hole terminated at 836.24'

N = 14

N = 7

N = 7

N =11

N = 12

Ground: 876.24'

WSDP-6

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8 ) (8

(860)

(8

(8

(8

(8

(860)

4'

WIDTH_L WIDTH_R

E N

A M

A N

D O

N W

H

IT

L

O T

S C

A L

E

E V

E L

A N

D T

N

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

IO

N

P R

O J E

C T

W

P

-2

-B -A

M a y

W

P

-2

-X -X

X X

X

N A

S H

V

IL

L E

D

IS

T R

IC

T

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

A N

S I

D

E X

C A

V A

T

IO

N P

L A

N

E M

B A

N K

M E

N T

F O

U N

D A

T

IO

N

C-101

W

S C

-1 .d g n

B .M

.W

J .P

.P

B .M

.W H

IT

L

E Y

W

IL

L

IA

M S

S T

R E

E T

D E

T E

N T

IO

N

S T

R U

C T

U R

E

A1

SCALE: 1" = 10'

EMBANKMENT FOUNDATION EXCAVATION PLAN TYPICAL EXCAVATION CROSS SECTION

SCALE: N.T.S.

A15

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

,3

,6

.9

E

,3

.5

.0

S T

A

O

B

,3

,7

.3

E

,4

.4

.1

S

E

.2

B B

.8

R C P

.0

R C P

.5

C L S

.7

C L S

.8

B B

.8

B B

.9

C L S

.11

B B

.1

B B

.2

B B

.2

P V C

.4

B B

.4

C L S

.6

B B

.7

B B

.4

B B

.4

C L S

.8

B B S

T 1

.8

D T S

T

.9

B B

.9

C L S

.0

C L S

.1

D T

.2

B B

.3

B B

.3

B B

.4

B B

.4

C L S

.4

B B

.5

B B S

T

.5

B B S

T

.6

B B

.6

T B

.7

T B

.7

B B

.7

T B

.7

B B

.8

C L S S

T

.9

B B

.9

B B

.9

B B

.9

D T

.1

B B S

T

.2

B B E B

B E

.2

B B

.5

B B

.8

T B

.0

G N

D

.0

G N

D

.0

T B

.2

B B

.2

T B S

T

.2

T B

.2

T B

.3

G N

D

.3

G N

D

.4

T B

.4

G N

D

.6

G N

D

.6

G N

D

.7

T B S

T T

B S

T

.7

G N

D

.7

G N

D

.7

G N

D

.8

G N

D

.8

T B

.8

T B

.9

G N

D

.9

G N

D

.9

G N

D

.9

G N

D

.9

G N

D

.9

T B

.9

T B S

T

.0

T B

.0

T B E T

B E

.0

G N

D

.0

T B S

T

.0

G N

D

.1

G N

D

.1

G N

D

.1

G N

D

.2

T B

.3

T B

.3

G N

D

.4

G N

D

.4

G N

D

.4

T B

.5

D T S

T

.5

G N

D

.6

T B S

T T

B S

T

.6

T B

.6

G N

D

.7

T B

.8

G N

D

.8

G N

D

.8

S S

M H

.0

G N

D

.1

G N

D

.1

D T

.2

G N

D

.2

T B

.2

D T

.3

G N

D

.3

G N

D

.5

T B

.5

G N

D

.6

G N

D

.7

T B

.8

G N

D

.9

G N

D

.1

G N

D

.2

G N

D

.3

T B

.3

T B

.4

G N

D

.4

T B

.4

T B

.5

G N

D

.5

D T

.5

G N

D

.6

G N

D

.8

T B

.9

T B

.7

G N

D

.2

G N

D

.3

G N

D

.9

G N

D

.8

G N

D

.0

G N

D

.1

G N

D

.8

G N

D

.8

G N

D

.4

G N

D

.1

G N

D

.6

G N

D

.7

G N

D

.3

G N

D

.7

G N

D

.8

G N

D

.8

G N

D

.8

G N

D

.5

G N

D

S

.7

G N

D

.6

G N

D

.11

G N

D

1.5

1.5

EXISTING GRADE

ELEV. 859

INSPECTION TRENCH

ELEV. 854

EXCAVATION

FOUNDATION

CONTROL LINE

1.5

ALIGNMENT SEE SHEET C-102.

FOR THE EMBANKMENT HORIZONTAL AND VERTICAL 1

GENERAL NOTES

10' 20'0

N O

R T H

1.5H : 1V1.5H : 1V

CLSM IF DAMAGED DURING CONSTRUCTION.

EXISTING ABANDONED SEWERLINE, INFILL PIPE WITH 5

EXSITING SEWER MANHOLE, PROTECT IN PLACE2

EXISTING SEWER, PROTECT IN PLACE1

DEMOLITION NOTES:

C-101

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8

(8 ) (8

(860)

(8

(8

(8

OVERFLOW STRUCTURE - 70'

A N

S I

D

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

T S

R

E V

E L

A N

D T

N

W

IL

L

IA

M S

S T

R E

E T

D E

T E

N T

IO

N

S T

R U

C T

U R

E

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

IO

N

P R

O J E

C T

W P

-2

-B

-A

M a y

W

P

-2

-X -X

X X

X

N A

S H

V

IL

L E

T

N

-3

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

D

IS

T R

IC

O

T S

C A

L E

F

IL

E N

A M

E

B R

A N

D O

N W

H

IT

L E

Y

S T

A

T

O S

T A

D E

T E

N T

IO

N

S T

R U

C T

U R

E

P L

A N

A N

D P

R O

F

IL

E

C-102

B .M

.W

J .P

.P

W

S C

-1 .d g n

B .M

.W H

IT

L

D

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:4

:3

P

M

/1 /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

\1

W

S C

-1 .d g n

A1

SCALE: 1" = 10'

EMBANKMENT PROFILE: STA. 0+00 TO STA. 1+60

E1

SCALE: 1" = 10'

EMBANKMENT PLAN: STA. 0+00 TO STA. 1+60

.2

B B

.8

R C P

.0

R C P

.5

C L S

.7

C L S

.8

B B

.8

B B

.9

C L S

.11

B B

.1

B B

.2

B B

.2

P V C

.4

B B

.4

C L S

.6

B B

.7

B B

.4

B B

.4

C L S

.8

B B S

T 1

.8

D T S

T

.9

B B

.1

D T

.2

B B

.3

B B

.4

C L S

.4

B B

.5

B B S

T

.6

T B

.7

T B

.7

T B

.7

B B

.9

B B

.9

B B

.9

D T

.2

B B E B

B E

.2

B B

.5

B B

.8

T B

.0

G N

D

.0

G N

D

.0

T B

.2

T B S

T

.2

T B

.3

G N

D

.3

G N

D

.4

T B

.4

G N

D

.6

G N

D

.6

G N

D

.7

T B S

T T

B S

T

.7

G N

D

.7

G N

D

.7

G N

D

.8

G N

D

.8

T B

.8

T B

.9

G N

D

.9

G N

D

.9

G N

D

.9

G N

D

.9

G N

D

.9

T B

.0

T B E T

B E

.0

G N

D

.0

G N

D

.1

G N

D

.1

G N

D

.1

G N

D

.2

T B

.3

T B

.4

G N

D

.4

G N

D

.5

D T S

T

.5

G N

D

.6

T B S

T T

B S

T

.6

G N

D

.7

T B

.8

G N

D

.8

G N

D

.8

S S

M H

.0

G N

D

.1

G N

D

.1

D T

.2

G N

D

.2

T B

.2

D T

.3

G N

D

.3

G N

D

.8

G N

D

.9

G N

D

.1

G N

D

.2

G N

D

.3

T B

.3

T B

.4

G N

D

.4

T B

.4

T B

.5

G N

D

.5

G N

D

.6

G N

D

.7

G N

D

.2

G N

D

.3

G N

D

.9

G N

D

.0

G N

D

.1

G N

D

.8

G N

D

.8

G N

D

.4

G N

D

.1

G N

D

.6

G N

D

.7

G N

D

.3

G N

D

.8

G N

D

.8

G N

D

.7

G N

D

.6

G

,3

,6

.9

E

,3

.5

.0

S

B

,3

,7

.3

E

,4

.4

.1

S

E

H

V

H

V

H

V

H

V

H

V

H

V

EMBANKMENT CONTROL LINE

TOE OF SLOPE

TOE OF SLOPE

TOP OF SLOPE

TOP OF SLOPE

0+00 0+10 0+20 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

850 850

860 860

870 870

880 880

890 890

-10.00% G =

0.00%G = -10.00%

G = 0.00%G =

10.00% G =

0.00%GRADE = 10.00%

G =

.0

E

L E

V

.0

S

I

.0

E

L E

.0

S

I

.0

E

L E

.0

S

I

.0

E

L E

.0

S

I

.0

E

L E

.0

S

I

.0

E

L E

.0

S

I

.0

E

L E

.2

S

I

.0

E

L E

.2

S

I

TOP OF EMBANKMENT

EXISTING GRADE

SEE CU101

PROPOSED CULVERT

.2

I

N V

S T

A

.0

ELEV = 859.00

STA 0+25.50

ELEV = 854.00

STA 0+33.00

ELEV = 859.00

STA 1+34.75

INSPECTION TRENCH

FOUNDAITON EXCAVATION

ELEV = 854.00

STA 1+27.25

1.5

1.5

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

CU101

F1

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:

10' 20'0

SEE SHEET C-101 FOR THE EMBANKMENT EXCAVATION 1.

GENERAL NOTES

10'

5'5'

4'

5'

10'

5'5'

4'

5'

(865)

(870)

(875)

(8

(865

(87 0)

(87 5)

(880)

POWER

(865)

(870)

(875)

(865)

(870)

(875)

(860)

(865)

(870)

(875)

(880)

(875)

(880)

(8

(8

E N

A M

A N

D O

N W

H

IT

L E

Y

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

E V

E L

A N

D T

N

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

IO

N

P R

O J E

C T

W

P

-2

-B -A

M a y

W

P

-2

-X -X

X X

X

N A

S H

V

IL

L E

D

IS

T R

IC

T

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

A N

S I

D

T Y

P

IC

A L

C R

O S

S S

E C

T

IO

N S

E M

B A

N K

M E

N T

C-301

W

S C

-3 .d g n

B .M

.W

J .P

.P

B .M

.W H

IT

L

E Y

W

IL

L

IA

M S

S T

R E

E T

D E

T E

N T

IO

N

S T

R U

C T

U R

E

A1

SCALE: 1" = 10'

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

J1

SCALE: 1" = 30'

ACCESS ROAD AND FENCE

A11

SCALE: 1" = 30'

CONCEPTUAL BORROW AREA GRADING PLAN

(860)

(865

(8 )(8

(865)

(8

(8

(8

(8

(890)

25' 50'

L15

L16

L17

L18

L19 L20

E1

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

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

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

1.5

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

1.5

.88

RCP 1

2"

.01

RCP 1

2"

.29

PVC 8

.35

DT

.40

DT

.57

DT

.70

DT

.11

DT

.16

DT

.29

GND

.44

GND

.46

DT

.47

GND

.50

GND

.60

GND

.61

GND

.68

GND

.68

GND

.69

GND

.76

GND

.76

GND

.82

GND

.84

DT

.87

EA1

.96

DT

.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

S

.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

ST

.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

PP

.83

GND

.62

GND

.05

GND

.57

GND

S

.90

GND

.91

GND

.12

GND

.27

GND

.94

GND

.38

GND

.68

GND

.11

GND

.17

SSMH

S

.29

GND

.94

GND

.21

GND

.64

GND

.89

GND

.15

GND

.84

GND

2.0%

.0

.0

2H:1V

2H:1 V

H :1

V

EASEMENT

M

IN

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:

2.

C

LS

3.

B B

3.

C

LS

3.

B B

3.

B B

3.

C

LS

3.

B B

3.

R C P

3.

G N

D

3.

G N

D

3.

B B

3.

G N

D

3.

R C P

3.

G N

D

3.

R C P S T

3.

G N

D

3.

R C P S T

3.

G N

D

4.

G N

D

4.

B B

4.

C

LS

4.

G N

D

4.

B B

4.

G N

D

4.

D T

4.

C

LS

S

T

4.

G N

D

4.

B B

4.

C

LS

4.

D T

4.

B B S T

4.

B B

4.

G N

D

4.

B B S T

4.

S S L

4.

B B

4.

S S L

4.

D T

4.

C

LS

4.

R C P 2"

5.

S T R

M

5.

R C P 2"

5.

T B

5.

G N

D

5.

G N

D

5.

T B

5.

C

LS

5.

S T R

M

5.

D T

5.

T B

5.

T B

5.

T B S T

5.

G N

D

5.

G N

D

5.

B B

5.

B B

5.

B B

5.

B B

5.

C

LS

5.

C

LS

5.

C

LS

5.

G N

D

5.

B B

5.

B B

5.

T B

5.

S T R

M

5.

C

LS

5.

D T

5.

C

LS

5.

G N

D

5.

G N

D

5.

B B

5.

B B

5.

C

LS

5.

C

LS

5.

B B

5.

B B

5.

G N

D

5.

G N

D

5.

G N

D

5.

B B

5.

G N

D

5.

B L8 S

T

5.

C

LS

5.

G N

D

6.

B B

6.

B B

6.

B B

6.

G N

D

6.

B B

6.

B B

6.

B B

6.

E A

6.

B B

6.

D T

6.

T B

6.

G N

D

6.

G N

D

6.

G N

D

6.

C

LS

6.

P V C

6.

G N

D

6.

G N

D

6.

B L8

6.

G N

D

6.

B L8

6.

D T

6.

B L8

6.

D T

6.

B B

6.

G N

D

6.

B B

6.

B L8

6.

G N

D

6.

C O "P

V C

6.

B L8

6.

G N

D

6.

E A

6.

G N

D

6.

B B

6.

G N

D

6.

E A

6.

G N

D

6.

C

LS

6.

G N

D

6.

G N

D

6.

G N

D

6.

E A

6.

E A

6.

G N

D

6.

E A

6.

T B S T

6.

E A

6.

B B

6.

G N

D

6.

T B

6.

B L8

6.

E A

6.

G N

D

6.

G N

D

6.

B B

6.

G N

D

6.

G N

D

6.

B L8 E

6.

G N

D

6.

E A

6.

B L8

6.

T B

6.

G N

D

6.

E A

6.

E A

6.

G N

D

6.

G N

D

6.

E A

6.

E A

6.

G N

D

6.

G N

D

6.

G N

D

6.

T B

6.

B L8

6.

G N

D

6.

G N

D

6.

B L8

6.

B B

6.

B L8

6.

G N

D

6.

T B

6.

G N

D

6.

G N

D

6.

G N

D

6.

G N

D

6.

E A

6.

G N

D

6.

G N

D

6.

G N

D

6.

G N

D

6.

T B

7.

E A

7.

T B

7.

E A

7.

G N

D

7.

T B

7.

T B

7.

E A

7.

G N

D

7.

G N

D

7.

E A

7.

T B

7.

G N

D

7.

G N

D

7.

T B

7.

G N

D

7.

E A

7.

G N

D

7.

G N

D

7.

G N

D

7.

B B

7.

G N

D

7.

C

LS

7.

G N

D

7.

G N

D

7.

G N

D

7.

E A

7.

E A

7.

G N

D

7.

T B

7.

G N

D

7.

T B

7.

T B

7.

G N

D

7.

T B

7.

G N

D

7.

G N

D

7.

G N

D

7.

G N

D

7.

G N

D 18

7.

G N

D

7.

B B S T

7.

D T S T

7.

G N

D

7.

G N

D

7.

E A

7.

B B

7.

T B

7.

E A

7.

G N

D

8.

E A

8.

G N

D

8.

T B

8.

G N

D

8.

T B

8.

G N

D

8.

G N

D

8.

G N

D

8.

D T

8.

T B

8.

G N

D

8.

G N

D

8.

G N

D

8.

T B

8.

G N

D

8.

G N

D

8.

T B

8.

B L6 B

L

8.

T B

8.

T B

8.

G N

D

8.

B B

8.

G N

D

8.

G N

D

8.

G N

D

8.

B B S T

8.

G N

D

8.

G N

D 14

8.

B L6

8.

G N

D

8.

T B

8.

T B

8.

G N

D

8.

G N

D

8.

T B

8.

T B

8.

T B

8.

G N

D

8.

G N

D

8.

T B

8.

G N

D

8.

T B

8.

G N

D

8.

G N

D

8.

G N

D

8.

G N

D

8.

G N

D

8.

G N

D

9.

G N

D

9.

T B

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

T B

9.

T B

9.

G N

D

9.

G N

D

9.

G N

D

9.

B L6

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

G N

D

9.

T B

9.

G N

D

9.

G N

D

9.

G N

D

0.

T B

0.

G N

D

0.

G N

D

0.

G N

D

0.

T B

0.

G N

D

0.

T B

0.

G N

D

0.

T B

0.

G N

D

S

0.

T B S T

0.

T B

0.

T B

0.

G N

D

0.

G N

D

0.

G N

D

0.

G N

D

0.

G N

D

0.

T B

0.

G N

D

0.

T B

0.

G N

D

0.

G N

D

0.

G N

D

0.

B L7

0.

T B

0.

G N

D

0.

G N

D

0.

G N

D

0.

G N

D

0.

T B S T

T B S T

0.

B L6

0.

G N

D

0.

T B

0.

G N

D

0.

T B

0.

G N

D

0.

G N

D

0.

G N

D

0.

G N

D

0.

T B

0.

T B

0.

G N

D

0.

T B

0.

T B

0.

G N

D

0.

G N

D

0.

T B

0.

G N

D

0.

G N

D

0.

G N

D

1.

T B

E T

B

E

1.

G N

D

1.

G N

D

1.

G N

D

1.

G N

D

1.

G N

D

1.

T B

1.

T B

1.

G N

D

1.

T B

1.

T B

1.

B L6

1.

T B S T

T B S T

1.

G N

D

1.

G N

D

1.

G N

D

1.

G N

D

1.

G N

D

1.

G N

D

1.

G N

D

1.

G N

D

1.

S S

M H

2.

G N

D

2.

G N

D

2.

B L6

2.

G N

D

2.

B L6

2.

G N

D

2.

G N

D

2.

G N

D

2.

G N

D

2.

G N

D

2.

G N

D

2.

G N

D

3.

G N

D

3.

G N

D

3.

G N

D

3.

G N

D

3.

G N

D

4.

G N

D

4.

G N

D

5.

G N

D

5.

G N

D

6.

G N

D

6.

G N

D

7.

G N

D

7.

G N

D

7.

G N

D

7.

G N

D

8.

B L9

8.

G N

D

8.

G N

D

9.

B L9

0.

B L9

0.

G N

D

0.

G N

D

1.

G N

D

3.

G N

D

3.

G N

D

4.

G N

D

6.

G N

D

7.

G N

D

8.

G N

D

0.

G N

D

1.

G N

D

.0

.0

M

IN

C

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

.0

861.5 E

P

0.

E P

(856.99 E P

(8 .2

E P

9.

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:

0.

E

P FOR SITE GRADING

SEE SHEET CG101

S I

D

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

T S

R

E V

E L

A N

D T

N

W

IL

L

IA

M S

S T

R E

E T

D E

T E

N T

IO

N

S T

R U

C T

U R

E

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

IO

N

P R

O J E

C T

W P

-2

-B

-A

M a y

W

P

-2

-X -X

X X

X

N A

S H

V

IL

L E

T

N

-3

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

D

IS

T R

O

T S

C A

L E

F

IL

E N

A M

E

B R

A N

D O

N W

H

IT

L E

Y

S T

A

T

O S

T A

C R

O S

S S

E C

T

IO

N S

E M

B A

N K

M E

N T

C-302

B .M

.W

J .P

W

S C

-3 .d g n

B .M

.W H

IT

L

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:4

:1

P

M

/1 /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

\1

W

S C

-3 .d g n

A1

SCALE: 1" = 20'

EMBANKMENT CROSS SECTIONS: STA. 0+00 TO STA. 1+61

0+00

-80 -60 -40 -20 0 20 40 60 80

860 860

880 880

900 900

.0

.0

.5

.9

.4

.7

.0

.0

.0

.0

0+20

-80 -60 -40 -20 0 20 40 60 80

860 860

880 880

900 900

.0

.0

.4

.1

.3

.9

.0

.0

.0

.0

4:1 3:1

0+40

-80 -60 -40 -20 0 20 40 60 80

860 860

880 880

900 900

.0

.0

.9

.0

.4

.6

.0

.0

.0

.0

4:1 3:1

0+60

-80 -60 -40 -20 0 20 40 60 80

860 860

880 880

900 900

.0

.0

.8

.4

.2

.3

.0

.0

.0

.0

4:1 3:1

0+80

-80 -60 -40 -20 0 20 40 60 80

860 860

880 880

900 900

.0

.0

.4

.2

.1

.5

.0

.0

.0

.0

4:1 3:1

1+00

-80 -60 -40 -20 0 20 40 60 80

860 860

880 880

900 900

.0

.0

.0

.6

.0

.8

.0

.0

.0

.0

4:1 3:1

1+20

-80 -60 -40 -20 0 20 40 60 80

860 860

880 880

900 900

.0

.0

.9

.0

.9

.1

.0

.0

.0

.0

4:1 3:1

1+40

-80 -60 -40 -20 0 20 40 60 80

860 860

880 880

900 900

.0

.0

.2

.0

.2

.1

.0

.0

.0

.0

4:1 3:1

1+60

-80 -60 -40 -20 0 20 40 60 80

860 860

880 880

900 900

.9

.0

.4

.0

.9

.0

.9

.0

1+61

-80 -60 -40 -20 0 20 40 60 80

860 860

880 880

900 900

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

20' 40'0

CROSS SECTIONS ARE LOOKING UP STATION. 1.

GENERAL NOTES

2 U

IT

M

IN

STILLING BASIN VARIES

.0

T

Y P

.0

T

Y P

2' TYP.

6"-12"

DETAIL A1 ON SHEET C-501

ACB TEMINATION PER

DETAIL A1 ON SHEET C-501

ACB TERMINATION PER

SEE DETAIL E7 ON SHEET C-501

FROM STA. 00+30 TO STA. 00+90

CONCRETE ARMORING UNIT ALONG THE TOE

ACB SYSTEM PER DETAIL E1 ON SHEET C-501

A N

S I

D

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

T S

R

E V

E L

A N

D T

N

W

IL

L

IA

M S

S T

R E

E T

D E

T E

N T

IO

N

S T

R U

C T

U R

E

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

IO

N

P R

O J E

C T

W P

-2

-B

-A

M a y

W

P

-2

-X -X

X X

X

N A

S H

V

IL

L E

T

N

-3

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

D

IS

T R

O

T S

C A

L E

F

IL

E N

A M

E

B R

A N

D O

N W

H

IT

L E

Y

C O

N C

R E

T E

A R

M O

R

IN

G U

N

IT

S

A R

T

IC

U L

A T

E D

C O

N C

R E

T E

B L

O C

K

D E

T A

IL

S

C-501

B .M

.W

J .P

W

S C

-5 .d g n

.W H

IT

L

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:4

:3

P

M

/1 /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

\1

W

S C

-5 .d g n

SHOREBLOCK SD-475-OCT BLOCK

J1

TYPICAL ACB EPEC SYSTEM SECTION

E1

TERMINATION DETAIL

A1

A7

STILLING BASIN CROSS SECTION

48" CONCRETE ARMORING UNIT

E7

CONCRETE ARMORING UNIT STACKING DETAIL

J7

E13

MAT TO MAT CONNECTION

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

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

SEE DETAIL J1 ON SHEET C-501

ARTICULATED CONCRETE BLOCK

PER MANUFACTURER RECOMMENDATIONS

GEOGRID SIZED TO CONTAIN DRAINAGE LAYER

PLATFORM PER SPECIFICATIONS

DRAINAGE LAYER WITH 3-D LOAD TRANSFER

6" GEOWEB CELLUAR CONFINEMENT STONE

GEOTEXTILE

SUBGRADE OR EMBANKMENT

ARTICULATED CONCRETE BLOCK

GEOGRID

OR OTHER AS APPROVED

4,000 PSI CONCRETE, GROUT,

(TURN ENDS UP)

GEOTEXTILE LAYER

SPECIFICATIONS

LOAD TRANSFER PLATFORM PER

6" GEOWEB STONE DRAINAGE LAYER WITH 3-D

EMBANKMENT

SUBGRADE OR

12' TO 27'

48" CONCRETE ARMORING UNIT

PROTECT IN PLACE ACB

PLACE ON TOP OF ACB SYSTEM

C-501

J7

48" CONCRETE ARMORING UNIT

STACK ALONG THE

TOE APPROX. 65 LF

THE MID-SECTION OF EACH UNIT

THE FULL PERIMETER AND AROUND

CABLING INSTALLED AROUND

SAE 304 STAINLESS STEEL

MIN. NOMINAL DIAMETER OF 3/8"

MATTRESS

CONCRETE

SHOREBLOCK

CONCRETE

4000 PSI

BACKFILL WITH

6" - 12"

REBAR

CONCRETE

4000 PSI

TAPERED UNIT

SHOREBLOCK

GEOGRID

GEOTEXTILE

PLATFORM PER SPECIFICATIONS

DRAINAGE LAYER WITH 3-D LOAD TRANSFER

6" GEOWEB CELLUAR CONFINEMENT STONE

MANUFACTURER RECOMMENDATIONS

REBAR SIZED AND PLACED PER

SUBGRADE OR EMBANKMENT

WITH THE SURFACE.

UP TO WITHIN 0.5 INCHES OF THE ACB SURFACE OR EVEN

INDIVIDUAL CELLS. FREE DRAINING FILL MUST BE PLACE

TO ENSURE FIRM HORIZONTAL CONNECTIVITY BETWEEN

SHALL BE FILLED WITH FREE DRAINING GRANULAR FILL

ANY RESIDUAL SPACES BETWEEN THE INDIVIDUAL CELLS 4.

THE REQUIRED CRITERIA AS INDICATED.

DEMONSTRATING THAT THE PRODUCT COMPLIES WITH

INCLUDE CALCULATION WHEN APPLICABLE,

REVIEW AND APPROVAL. SUBMIT TECHNICAL DATA, TO

CONCRETE BLOCK SYSTEM USED FOR GOVERNMENT

CONTRACTOR MUST SUBMIT PROPOSED ARTICULATED 3.

MANUFACTURERS RECOMMENDATIONS.

MEET ALL REQUIREMENTS OF THE SPECIFICATIONS AND

THE ARTICULATED CONCRETE BLOCK SYSTEM MUST 2.

BY THE APPROVAL OF THE COR.

REPRESENTATIVE MAY DEPART FROM HIS DUTIES ONLY

RECOMMENDATIONS. MANUFACTURER'S

INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

OF THE ACBM INSTALLATION TO ENSURE THE ACBMS ARE

LEAD REPRESENTATIVE SHALL BE ON SITE AT THE START

PARTICULAR FEATURE OF WORK. THE MANUFACTURER'S

THE PREPARATORY TO INITIAL PHASE OF THIS

AND EXPERIENCED REPRESENTATIVE AVAILABLE FROM

THE ACBM MANUFACTURER SHALL PROVIDE A QUALIFIED 1.

ACB GENERAL NOTES

HIGH PERFORMANCE TURF REINFORCEMENT MAT

ANCHOR TENDON

(TYPICAL)

POSITION)

(LOAD-LOCKED

ANCHOR HEAD

SOD

ANCHOR (TYP.)

TURF REINFORCEMENT MAT

PREPARED SEED BED

(2 .5

M

A X

S

P A

C

IN

G V

E R

T

IC

A L

(2.5' MAX)

SPACING

HORIZONTAL

PIN

TURF REINFORCMENT MAT

TURF REINFORCEMENT MAT

ACB SEE SHEET C-501

OR OTHER AS APPROVED

4000 PSI CONCRETE, GROUT,

2' MIN.

12" CENTERS

SPACING, WITH PINS ON

ANCHOR ON HORIZONTAL

COMPACTED BACKFILL

BETWEEN ANCHORS

AT ROLL EDGE OVERLAPS

PINS AT 12" ON CENTERS

A CHECKERBOARD PATTERN

OFFSET ANCHOR AS SHOWN TO CREATE

TURF REINFORCEMENT MAT

A C

IN

G

M

A X

V

E R

T

IC

A L

A N

C H

O R

DETAIL G13 HEREON

PIN SPACING SEE

BACKFILL

COMPACTED TURF REINFORCEMENT MAT

SPACING

ANCHOR ON HORIZONTAL

.5

.5

1'

A N

S I

D

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

T S

R

E V

E L

A N

D T

N

W

IL

L

IA

M S

S T

R E

E T

D E

T E

N T

IO

N

S T

R U

C T

U R

E

C L

E V

E L

A N

D F

L O

O D

R E

D U

C T

IO

N

P R

O J E

C T

W P

-2

-B

-A

M a y

W

P

-2

-X -X

X X

X

N A

S H

V

IL

L E

T

N

-3

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

D

IS

T R

O

T S

C A

L E

F

IL

E N

A M

E

B R

A N

D O

N W

H

IT

L

H

IG

H P

E R

F O

R M

A N

C E

T U

R F

R E

IN

F

O R

C E

M E

N T

M A

T

D E

T A

IL

S

C-502

B .M

.W

J .P

W

S C

-5 .d g n

.W H

IT

L

A

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S c re e n

F u ll

S iz e .d s c ri p t

P D

A

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p lt c fg

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M

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W il li a m s S tr e e t

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

\1

W

S C

-5 .d g n

A1

SCALE: N.T.S.

INSTALLATION OF TURF REINFORCEMENT MAT CREST TIE IN

G1

ANCHOR / PIN PATTERN

G9

SCALE:

VEGETATION ESTABLISHMENT

L9

HP-TRM / ACB CONNECTION

G13

PIN PATTERN

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

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

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C O

N T

R A

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A

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

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O R

P S

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G

IN

E E

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FOR THE PURPOSE OF CLARITY

NOTE: PINS ARE NOT SHOWN

F L

O W

(4' MAX)

SPACING

ANCHOR

HORIZONTAL

12" CENTERS

PINS ON

C-502

C-502

L9

C-502

G9

FABRIC)

FROM TOP AND BOTTOM OF

(15" O.C. MAX. AND WITHIN 4"

9-GAGE STEEL TIE WIRE

LINE POSTS

INTERMEDIATE OR

POST S

PACIN

G

8'-0 " M

AX

IN CORNER POST

MATERIAL INCLUDED

FENCE NEEDS APPROVAL BY THE ENGINEER.

OF THE POST, THE METHOD OF ERECTION OF THE

BREAK IN THE FABRIC. FOR APPROVAL OF OMISSION

IF THE FENCE CAN BE STRETCHED TAUT WITHOUT A

A BREAK IN THE FENCE AT THIS POST MAY BE OMITTED

NO.7 GAUGE

TENSION WIRE

NO.7 GAUGE

TENSION WIRE

ABUTMENT

BRIDGE

A N

D O

N W

H

IT

L E

Y C

H A

IN

L

IN

K

E D

F E

N C

E

J .P

.P

B .M

.W H

IT

L

E

N A

M E

P L

O T

S C

A L

E

W

P

-2

-B -A

M a y

W

P

-2

-X -X

X X

X

N A

S H

V

IL

L E

D

IS

T R

IC

T

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

E V

E L

A N

D T

N

C L

E V

E L

A N

D F

L O

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D U

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IO

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P R

O J E

C T

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-5 .d g n

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L

IA

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S T

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D E

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S T

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S I

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B .M

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D E

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C-503

B

C

D

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B Y

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US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

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D a te

F il e

U .S

A

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SHEET ID

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TOP AND BOTTOM RAIL ATTACHMENT

TENSION WIRE

TOP RAIL

12" MIN. DIA.

2.375" O.D.

2.875" O.D.

C-SECTION (ROLL-FORMED)

H-SECTION

TUBULAR - SQUARE

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

CORNER, END & PULL POSTS

USE AND SECTION

STEEL POST SCHEDULE

2" (TYP.)

CONCRETE BASE

2" MAX.

2"

SECURE SIDE

BOTTOM RAIL

FABRIC

LINE POST

DOUBLE RAIL END

(3/8" MIN. DIA.)

TRUSS ROD

BRACE RAILS

BRACE RAILS

FENCE POST

1'-0"

10'-0"

LINE POSTLINE POST PULL POST

TENSION BAND

FABRIC

CARRIAGE BOLT

TENSION BAR

FABRIC

GRADE

LINE POST

LINE POST

BRACE RAIL

CONCRETE BASE

16" MIN. DIA.

3'-4" MIN.

6"

10'-0" MAXIMUM

6"

10'-0" MAX.10'-0" MAX.

TRUSS RODTRUSS ROD

3'-4" MIN.

1.66" O.D.

1.50" O.D.

1.625" X 1.50"

1.625" X 1.25"

FASTENING DETAILS

BRACE PANEL DETAIL

GROUNDING DETAIL

BOTTOM RAIL DETAILS

TRUSS ROD AND BAND

ROUND POST

END OR GATE POST DETAIL

TENSION BAND DETAIL

LINE POST ATTACHMENTS

ROUND POST

N.T.S.

N.T.S.

N.T.S.

N.T.S.

TENSION WIRE

SCALE: NTS

CHAIN-LINK SECURITY FENCE

10'-0" MAXIMUM LINE POSTS TO BE EQUALLY SPACED

PULL POST

CORNER, END, OR

(TYP.)

TIE WIRES OR HOG RINGS

GAGE, 2" MESH)

CHAIN-LINK FABRIC (9

(TYP.)

TIE WIRES OR CLIPS

(2'-0" O.C. MAX.)

9-GAGE STEEL TIE WIRES

FABRIC)

WITHIN 4" FROM TOP AND BOTTOM OF

TENSION BAND (15" O.C. MAX. AND

FABRIC LINK

TENSION BAR TO ENGAGE EACH

(3/8" MIN. DIA.)

TRUSS ROD

WIRE

BARBED-WIRE OR TENSION

(2'-0" O.C. MAX.)

9-GAGE STEEL TIE WIRES

WIRE

#8 AWG SOLID COPPER

FITTING OF COPPER

APPROVED CLAMP-TYPE

MOLDED EXOTHERMIC WELD OR

EXCEED 500 FEET.

WHENEVER STRAIGHT RUNS

PROVIDE BRACE PANEL

NOTE:

(3/8" MIN. DIA.)

TRUSS ROD

GROUND ROD

STEEL

COPPER-CLAD

¾" DIA.

W/PEEN THREADS

⅜" CARRIAGE BOLT

CHAIN LINK FENCE FOUNDATION

NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS

SPECIFIED

POST AS

DIA. OF

(T Y

P

"A"

10' CENTER OF POST TO

C

B

(T Y

P

GRADE

FOOTING

CONCRETE

LINE AND TERMINAL POSTS

36" 36"

EMBEDMENT

"C" POST

42" 42"

16" 12"

TERMINAL

LINE

DEPTH

"B"

DIAM

"A"

POST

TYPE

HEIGHT

FABRIC

N.T.S.

TOP RAIL

MIN OUTSIDE DIM. (NOM.)

FABRIC 84"

TOP RAIL

7' - 0"

DETAIL 1 - FE5-TR-84

TENSION WIREBOTTOM RAIL

CENTER OF POST (MAXIMUM)

6" MAX.

FILL

SLO

PE V

ARIE

S

CHAIN LINK FENCE

6" MAX.

FENCE LEGEND

GENERAL NOTES

BOLTS AS SHOWN.

4) BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING 3/8" CARRIAGE

OPPOSITE SIDE OF THE SECURED AREA.

SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE

3) WIRE TIES, RAILS, POSTS AND BRACES SHALL BE CONSTRUCTED ON THE SECURE

OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION.

2) DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT

OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.

AREA. ANY DAMAGE TO THE FENCES AND GATES CAUSED BY THE CONTRACTORS

DAMAGE OCCURS TO THE FENCES AND GATES WITHIN AND SURROUNDING THE WORK

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF ANY

SECURED, THE FENCE REPAIR SHALL BE APPROVED BY THE CONTRACTING OFFICER.

WORK IN THESE AREAS, THE FENCE SHALL BE PLACED BACK TOGETHER AND

ADVANCE OF THE REQUIRED DATE OF OPENING THE FENCE. UPON COMPLETION OF

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AT LEAST 10 DAYS IN

WORK AREA SHALL BE CUT AND ROLLED BACK TO ALLOW FOR WORK IN THE AREA.

WORK AREA SHALL REMAIN UNDISTURBED. WHERE NECESSARY, FENCES WITHIN THE

1) UNLESS OTHERWISE INDICATED, FENCES AND GATES WITHIN AND SURROUNDING THE

FINAL NUMBER IS CHAIN LINK FABRIC WIDTH IN INCHES

TR - FENCE WITH TOP RAIL AND BOTTOM TENSION WIRE

TYPE FE5-TR-84 - CHAIN LINK FENCE

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®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

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U .S

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SHEET ID

RIGID CONSTRUCTION OF ALL GATES SUPPLIED.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER

TRUSS RODS TO BRACE ALL WELDED GATE FRAMES. THE

WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF

USING HEAVY FITTINGS. AT CONTRACTORS OPTION A

WELDED CONSTRUCTION OR SHALL BE ASSEMBLED

OR NOMINAL (SQUARE). GATE FRAMES SHALL BE OF

ALL GATES SHALL BE A MINIMUM 1.90" NOMINAL (ROUND) 3.

RODS, PADLOCKS, AND LATCH ASSEMBLY.

SWING GATES SHALL BE CONSTRUCTED WITH DROP 2.

SECTIONS AND METHODS OF INSTALLATION.

ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE

DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND 1.

GENERAL NOTES:

(865

(870)

(875)

(880)