0003 Attch 2_IFB W912P522B0016_Plans_Revised.pdf

PDF 46 MB Posted Aug 1, 2022

Attached to: W912P522B0016 Mouse Creek 12th St Detention Structure Cleveland, TN
Solicitation number: W912P522B0016
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity is for construction services related to the Mouse Creek 12th Street Detention Structure project in Cleveland, Tennessee. The project scope includes building a concrete spillway and box culvert, constructing an earthen berm up to 10 feet high along both sides of the spillway, grading the upstream area with a 2% slope, installing a stilling basin downstream, and armoring the downstream portion of the spillway with articulated concrete block for 25 feet to prevent erosion. The solicitation was issued by the U.S. Army Corps of Engineers Nashville District. No other details on response date, award date, pricing terms, or incumbent were provided in the opportunity description.

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Other files

File	Type	Posted
1419 - Construction Abstract_Mouse Creek_signed.pdf	PDF	Aug 11, 2022
0003 Attch 1_12TH STREET - TSpec Section 03 30 00 and Register.pdf	PDF	Aug 1, 2022
W912P522B0016_0003 Exented Bid Due Date- Update Plans and Specs.pdf	PDF	Aug 1, 2022
0003 Attch 5_Revised_Plans_Specs_Info_Change_Summary.pdf	PDF	Aug 1, 2022
0003 Attch 4_Bid Inquiry Contractor Report_ProjNet Q and A_Redacted.pdf	PDF	Aug 1, 2022
W912P522B0016_0002 Extend Bid Due Date to 01 Aug.pdf	PDF	Jul 25, 2022
W912P522B0016-0001 Site Visit 06 July 2022.pdf	PDF	Jul 1, 2022
US Citizen Pre-Bid or Site Visit Form JAN 19.pdf	PDF	Jun 21, 2022
W912P522B0016 Mouse Creek 12th St Detention Structure Cleveland TN.pdf	PDF	Jun 21, 2022
Attch 2_IFB W912P522B0016_Plans_Cleveland 12th Street Detention Structure.pdf	PDF	Jun 21, 2022
Attch 1_IFB W912P522B0016_TSpecs_Cleveland 12th Street Detention Structure.pdf	PDF	Jun 21, 2022
Attch 3_IFB W912P522B0016_Bid Schedule.pdf	PDF	Jun 21, 2022

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Nashville District of Engineers

US Army Corps

W912P5-22-B-0016

Plans For

CLEVELAND, TENNESSEE

FILLAUER BRANCH CHANNEL MODIFICATION

CLEVELAND FLOOD REDUCTION PROJECT

DETENTION STRUCTURE

12TH STREET

Submitted:

George M. Uku, E.I.T.

(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:

Frank C. Mills, P.E.

Chief, Survey and Mapping Section

Approved:

Joanne E. Traicoff, P.E.

Deputy Chief, Engineering and Construction Division. Chief, Engineering Services Branch

Project Engineer

Approval Recommended:

CERTIFIED FINAL DOCUMENTS - RTA

JUNE 2022

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SITE LOCATION

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INDEX

DRAWING NUMBER

G-001

G-002

V-001

B-001

C-001

C-002

C-003

C-004

C-101

C-102

C-103

C-301

C-302

C-303

C-304

C-500

C-501

C-502

C-503

C-504

S-101

S-102

DRAWING DESCRIPTION

Index- Location map

Legends and Symbols

Survey Control Points Map

Bore Hole Map

Civil - Work limits- Project/Laydown Location

Civil - Work limits- Borrow/Disposal

Excavation

Borrow site

Site Plan

Plan and Profile

Cross Section

Typical Fence Detail

Spillway Plan & Profile

Spillway Elevation View

ACB Detail

HD-TRM Detail

Spillway- Plan- Elevation

Spillway- Cross Section

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GENERAL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS AND GRADES PRIOR TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES BECOME APPARENT, THE COR MUST BE NOTIFIED PRIOR TO START OF WORK.

2. THE PROJECT SITE IS A PUBLIC AREA. THE CONTRACTOR MUST TAKE ALL NECESSARY SAFETY PRECAUTIONS TO PROTECT AND PROVIDE ACCESS TO ABUTTING PROPERTY, UTILITIES, PEDESTRIAN, AND VEHICULAR TRAFFIC.

3. THE CONTRACTOR MUST CONTACT THE TENNESSEE ONE CALL CENTER BY CALLING 811 TO LOCATE UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION WORK. MORE CONTACT INFORMATION CAN BE FOUND USING THE LINK "http://www.tennessee811.com".

4. UTILITIES AND SITE FEATURES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR MUST IMMEDIATELY REPORT ANY DISCREPANCIES TO THE COR. SERVICES OF A REGISTERED LAND

SURVEYOR ARE REQUIRED FOR LAYOUT OF WORK LIMITS AND FENCE LINE.

5. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE NOT DESIGNATED TO BE REMOVED WITHIN THE WORK LIMITS. UTILITIES DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT NO ADDITIONAL COST

TO THE GOVERNMENT.

6. ALL AREAS AND FACILITIES DISTURBED DUE TO CONSTRUCTION WORK MUST BE RESTORED TO PRE- CONSTRUCTION CONDITION OR

AS SPECIFIED IN THE PLANS AND SPECIFICATION.

7. ALL WORK MUST BE IN ACCORDANCE WITH CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1.

8. THE CONTRACTOR MUST INSTALL AND MAINTAIN TEMPORARY EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs) AND IN ACCORDANCE TO SECTION 01 57 19 ENVIRONMENTAL PROTECTION OF TENNESSEE, AS NECESSARY TO CONTROL SEDIMENT AND

EROSION ON THE SITE DURING CONSTRUCTION.

9. THE CONTRACTOR MUST KEEP ALL STREETS CLEAN AND CLEAR OF MUD, STONES, DEBRIS, ETC., AS DESCRIBED IN SECTION 01 57 19

ENVIRONMENTAL PROTECTION OF TENNESSEE.

10. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.

11. EXISTING CONDITION MAY VARY OR DIFFER FROM THOSE SHOWN IN THE DRAWINGS.

12. ALL COORDINATES AND ELEVATIONS ARE IN FEET UNLESS OTHERWISE NOTED.

STANDARD ABBREVIATIONS

ACOE

COR

COE

CMP

DIA

DBH

DTM

D.I.P.

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EHM

ELEV

G.D.

G.M.H.

HWL

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LCP

MIN

NGVD

NWL

NAVO

NTS

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RCP

SSP

TYP.

VIF

WLP

ARMY CORPS OF ENGINEERS

CATCH BASIN

CENTERLINE

CONSTRUCTION JOINT

CONTRACTING OFFICER'S REPRESENTATIVE

CORPS OF ENGINEERS

CORRUGATED METAL PIPE

DIAMETER

DIAMETER AT BREAST HEIGHT

DIGITAL TERRAIN MODEL

DUCTILE IRON PIPE

ELECTRICAL HAND HOLE

ELECTRICAL MAN HOLE

ELEVATION

EXPANSION JOINT

EXTRACTION WELL

FINISH FLOOR

FIRE HYDRANT

GRADE AT FOUNDATION

GRATE DRAIN

GRATED MANHOLE

HIGH WATER LEVEL (ELEVATION)

HORIZONTAL

TENNESSEE DEPARTMENT OF TRANSPORTATION

LOCAL CONTROL PANEL

MANHOLE

MINIMUM

MONITORING WELL

NATIONAL GEODETIC VERTICAL DATUM

NATURAL WATER LINE

NORTH AMERICAN VERTICAL DATUM

NOT TO SCALE

OCEAN SURVEYS, INC.

SLOPE

REINFORCED CONCRETE PIPE

STEEL SHEET PILE

TYPICAL

VERIFY IN FIELD

VERTICAL

WELL POINTS

WORK LIMIT

WORK POINT

5 I 6 I 7 I 8

LINE STYLES

---••-- FENCE

--J40-- DESIGN CONTOUR

- --11- - EXISTING CONTOUR

- - - - - - - - - - EXISTING EASEMENT

- . ---- CONSTRUCTION WORK LIMITS

- S S --- SANITARY FORCE MAIN

---- w - WATER MAIN

- - - - - - - - - - PROPERTY LINE

- S D --- STORM DRAIN

------ GAS LINE

SYMBOLS

STORM MANHOLE

WATER MANHOLE

TRIANGULATION POINT

ELECTRICAL MANHOLE

MONITORING WELL

WATER VALVE VAULT

FIRE HYDRANT

LIGHT FIXTURE

DRAINAGE FEATURE

DETAIL INDICATOR

PATTERNS

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0 TREE

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@ CATCH BASIN ROUND

0 DROP CONNECTION

GRID LETTER/NUMBER

DRAWING AREA TITLE INDICATOR

- DIRECTION OF CUT

GRID LETTER/NUMBER �- GRID LETTER/NUMBER OF

OF DETAIL A X# SECTION

x--

SHEET WHERE '- _ ,,7""11f---- SHEET WHERE

DETAIL IS SHOWN SECTION IS SHOWN

SECTION INICATOR

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LOCALITY

COUNTRY

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(NORTHING) (US FT) (EASTING) (US FT)

LONGITUDE

STAMPING ON MARK

TYPE OF MARK STATION

AGENCY (CAST IN MARK)

DATUM

GRID AND ZONE DATE ORDER

ESTABLISHED BY (AGENCY)

DATUM

ELEVATION

DESCRIPTION:

LOCALITY

COUNTRY

LATITUDE

(NORTHING) (US FT) (EASTING) (US FT)

LONGITUDE

STAMPING ON MARK

TYPE OF MARK STATION

AGENCY (CAST IN MARK)

DATUM

GRID AND ZONE DATE ORDER

ESTABLISHED BY (AGENCY)

DATUM

ELEVATION

DESCRIPTION:

LOCALITY

COUNTRY

LATITUDE

(NORTHING) (US FT) (EASTING) (US FT)

LONGITUDE

STAMPING ON MARK

TYPE OF MARK STATION

AGENCY (CAST IN MARK)

DATUM

GRID AND ZONE DATE ORDER

ESTABLISHED BY (AGENCY)

DATUM

ELEVATION

DESCRIPTION:

11TH STREET NE

R O

A A

V E

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13TH STREET NE

USACE

APRIL 2009

MODIFIED 22 1959

1 OCT 04

DAFORM

CONTROL MONUMENT

NOT TO SCALE

USACE

APRIL 2009

MODIFIED 22 1959FORM

1 OCT 04

CONTROL MONUMENT

USACE

APRIL 2009

MODIFIED 22 1959FORM

1 OCT 04

CONTROL MONUMENT

NOT TO SCALE

the proponent agency is TRADOC.

For use of this form see FM 3-34.331;

HORIZONTAL CONTROL STATION

DESCRIPTION OR RECOVERY OF

agency is TRADOC.

3-34.331; the proponent For use of this form see FM

HORIZONTAL CONTROL STATION

DESCRIPTION OR RECOVERY OF

HORIZONTAL CONTROL STATION

DESCRIPTION OR RECOVERY OF

APPROXIMATELY 0.28 MILES TO THE MARK ON THE RIGHT.

11TH STREET NE, TRAVEL EAST ALONG 11TH STREET NE

FROM THE INTERSECTION OF PARKER STREET NE AND

LEFT.

ON THE LEFT. MARK IS APPROXIMATLEY 230 FEET ON THE

APPROXIMATELY 0.24 MILES TO PARKING LOT ENTRANCE

11TH STREET NE, TRAVEL EAST ALONG 11TH STREET NE

FROM THE INTERSECTION OF PARKER STREET NE AND

U.S.A. HUBTACK U.S.A. MAGNAILCP2 867.29 CP3 855.57 U.S.A. MAGNAIL CP4 864.44

NONE N/A NAVD88

NAD83 (2011) USACE

303828.02 2307743.14 TN 4100 3RD

NONE N/A NAVD88

USACENAD83 (2011)

304061.94 2307550.51 TN 4100 3RD

NAVD88N/ANONE

NAD83 (2011) USACE

3RDTN 41002307514.25304132.41

12TH STREET NE

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US Army Corps

U .S

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CP3

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WORK LIMITS

CONSTRUCTION

NOT TO SCALE

BRADLEY CO. BRADLEY CO. BRADLEY CO.

LEFT.

ON THE LEFT. MARK IS APPROXIMATLEY 170 FEET ON THE

APPROXIMATELY 0.24 MILES TO PARKING LOT ENTRANCE

11TH STREET NE, TRAVEL EAST ALONG 11TH STREET NE

FROM THE INTERSECTION OF PARKER STREET NE AND

PATIAL REFERENCE SYSTEM VIA NGS.

ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO THE NATIONAL 4.

OF 1988 (NAVD88) U.S. FEET.

ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM3.

COORDINATE SYSTEM, ZONE 4100, NORTH AMERICAN DATUM OF 1983 (NAD83) U.S. FEET.

ALL COORDINATES SHOWN ARE REFERENCED TO THE TENNESSEE STATE PLANE2.

ACCORDINGLY IN THE BID.

TO ASSESS THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE COST

DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS

EXISTING AT THAT TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND

PERFORMED BY THE U.S. ARMY CORPS OF ENGINEERS AND REPRESENTS CONDITIONS

THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM A MAY 2020 SURVEY1.

NOTES:

TRADOC.

3-34.331; the proponent agency is For use of this form see FM

304061.94

303828.02

304132.41CP2

CP3

CP4

867.29

855.57

864.44 MAGNAIL

MAGNAIL

HUBTACK

DESCRIPTION

TN NAD83 STATE PLANE COORDINATES

NORTHING (Y)

HORIZONTAL & VERTICAL CONTROL POINTS

(PID)

POINT

NAVD88

ELEV.

EASTING (X)

2307514.25

2307743.14

2307550.51

R e p o s it io n e d

C o n s tr u c ti o n

L im it s P la n w in d o w a d ju s te d t e x t s iz e f o r

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C o n tr o l

P o in ts t a b le a d ju s te d N o te s t e x t s iz e

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FBDP-3

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12TH STREET SUBSURFACE

EXPLORATION PROFILE

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VERTICAL SCALE: 1" = 4'

FBDP-5

DETENTION STRUCTURE

BASELINE

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APPROXIMATE BOREHOLE LOCATION

HOLE ID NORTHING (Y) EASTING (X) ELEVATION (Z)

FBDP-1 304,189.45 2,307,633.33 852.14

FBDP-2 304,179.50 2,307,700.06 853.21

FBDP-3 304,171.95 2,307,728.29 854.54

FBDP-4 304,121.72 2,307,660.67 851.59

FBDP-5 304,082.56 2,307,800.92 852.59

FBDP-6 304,019.40 2,307,691.04 852.60

LEGEND:

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WL 01

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NORTH

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WORK LIMITS - PROJECT LOCATION

C-001

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W P

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READY TO ADVERTISE

WORK LIMITS (WL)

TN NAVD 83

CHRUCH PARKING LOT IS OFF LIMITS

L O

C A

WL 07

WL 06

WL 05

WL 04

WL 03

WL 02

WL 01

POINT

303,843.88

303,826.45

304,053.40

304,119.32

304,237.49

304,232.88

304,181.60

NORTHING

2307674.97

2,307,726.379

2,307,867.807

2,307,875.72

2,307,643.50

2,307,600.67

2,307,574.43

EASTING

TN NAVD 83

LA 04

LA 03

LA 02

LA 01

POINT

LAYDOWN AREA (LA)

303,779.60

303,745.60

303,782.20

303,815.60

NORTHING

2,307,748.0

2,307,824.7

2,307,840.9

2,307,765.6

EASTING

LA 01

LA 02

LA 03

LA 04

WORK AREA LIMITS

TO CONSTRUCTION TRAFFIC

12th STREET IS OFF LIMIT

AREA ENTERENCE

POSSIBLE WORK

EXISTING TREES

DO NOT DISTURB

PROPOSED LAYDOWN AREA

EXISTING FENCE

EXISTING SEWER LINE

CONSTRUCTION FOR THE CHURCH OF GOD BUILDING.

11. CONTRACT IS REQUIRED TO MAINTAIN ACCESS EASEMENT DURING

ROADWAY BARRIER PLAN FOR COR APPROVAL PRIOR TO CONSTRUCTION.

THE GOVERNMENT. SUBMIT A PROPOSED SAFE CONSTRUCTION SITE AND

SAFETY, THE CONTRACTOR SHALL SUPPLY THEM AT NO ADDITIONAL COST TO

DETERMINES THAT ADDITIONAL BARRIERS ARE REQUIRED FOR PUBLIC

SPECIFICATIONS, EM385-1-1, AND OSHA REQUIREMENTS. IF THE COR

KEEPING WITH LATEST VERSIONS OF MUTCD, TDOT STANDARD

TRAFFIC FROM ENTERING THE CONSTRUCTION SITE. BARRIERS SHALL BE IN

AND/OR SAFETY PERSONNEL SO AS TO PREVENT VEHICLE AND PEDESTRIAN

PROVIDE NECESSARY ROADWAY, SAFETY AND CONSTRUCTION BARRIERS 10.

AND MINIMIZE IMPACT TO THE SITE.

USE BEST MANAGEMENT PRACTICES TO PROTECT EXISTING STRUCTURES

RETURNED TO THEIR ORIGINAL CONDITION PRIOR TO FINAL ACCEPTANCE.

STRUCTURES THAT ARE IMPACTED BY CONSTRUCTION EFFORTS SHALL BE

UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS, ANY EXISTING 9.

OFFICER.

LAYDOWN LIMITS UNLESS OTHERWISE APPROVED BY THE CONTRACTING

CONTRACTOR STAGING AREAS SHALL BE LOCATED WITHIN THE PROJECT 8.

IS NEEDED DURING THE CONSTRUCTION PERIOD.

ARE REQUIRED WHEREIT IS EVIDENT THAT EROSION OR SEDIMENT CONTROL

AT A MINIMUM, EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPS) 7.

CONSTRUCTION PERIOD.

TO COMMENCING EARTHWORKAND SHALL BE MAINTAINED THROUGHOUT THE

ALL NECESSARY EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR 6.

CORPS OF ENGINEER'S SAFETY MANUALEM 385-1-1.

ADDITIONALLY, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE

OCCUPATIONALSAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.

CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO 5.

AREAS, UTILITIES, ETC. DUE TO DAMAGE BY CONSTRUCTION ACTIVITIES.

ALSO RESPONSIBLE FOR ANY REPAIRS NEEDED TO THE STREETS, PARKING

THE EQUIPMENT AND TOOLS NEEDED TO CLEAN ROADS. THE CONTRACTOR IS

MUD, ETC. AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING

CONTRACTOR SHALL KEEP ALL ROADS CLEAN OF CONSTRUCTION DEBRIS, 4.

2016.

ACCORDING TO THE SOFTWARE, THE IMAGERY WAS CAPTURED IN OCTOBER

IMAGERY WAS IMPORTED INTO MICROSTATION FROM GOOGLE EARTH. 3.

CONTRACTOR UPON CONTRACT AWARD.

CAD, SURVEY, AND TERRAIN MODEL FILES SHALL BE MADE AVAILABLE TO THE

TENNESSEE STATE PLANE US SURVEY FEET. VERTICAL DATUM IS NAVD 88.

COORDINATE AZMUTHS AND DISTANCES SHOWN ARE BASED ON NAD 83 2.

PROPERTY.

CONTRACTOR SHALL NOT DO NOT TRESPASS ON ADJACENT CHURCH

CONTRACTOR MAY ACCESS THE SITE FROM CAROLINA STREET. THE 1.

NOTES:

CLB

A d ju s te d t e x t s iz e

1 2

WORK LIMITS - DISPOSAL LOCATION

SCALE: 1" = 30'

Yi /ff fE i

BL02

BL01

3 4 5

0 30'- -

PLAN

NORTH

60'

9 10

DISPOSAL LOCATION (BL)

POINT NORTHING EASTING

BLOl 299163.33 2308618.25

BL02 299272 .91 2308627 .11

BL03 299363.68 2308657.36

BL04 299243.21 2308992.47

BL05 299074.05 2308936.94

GENERAL NOTES:

1. THE DISPOSAL AREA ADDRESS IS 355 Hill St SE AND IS OWNED BY THE CITY.

2 . ALL WORK PERFORMED IN THE DISPOSAL AREA SITE SHALL NOT DAMAGE

THE UTILITIES AND IS TO BE APPROVED BY THE CONTRACTING OFFICER. FILL

PLACEMENT AROUND AND UNDER POWER LINES SHALL BE COORDINATED

WITH THE LOCAL POWER COMPANY.

3 . PROVIDE NECESSARY ROADWAY, SAFETY AND CONSTRUCTION BARRIERS

AND/OR SAFETY PERSONNEL SO AS TO PREVENT VEHICLE AND PEDESTRIAN

TRAFFIC FROM ENTERING THE CONSTRUCTION SITE. BARRIERS SHALL BE IN

KEEPING WITH LATEST VERSIONS OF MUTCD, TOOT STANDARD SPECIFI

CATIONS, EM385-1-1, AND OSHA REQUIREMENTS. IF THE COR DETERMINES

THAT ADDITIONAL BARRIERS ARE REQUIRED FOR PUBLIC SAFETY, THE

CONTRACTOR SHALL SUPPLY THEM AT NO ADDITIONAL COST TO THE

GOVERNMENT. SUBMIT A PROPOSED SAFE CONSTRUCTION SITE AND ROAD

WAY BARRIER PLAN FOR COR APPROVAL PRIOR TO CONSTRUCTION.

4 . CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO

OCCUPATIONALSAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.

ADDITIONALLY, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH

THE CORPS OF ENGINEER'S SAFETY MANUALEM 385-1-1 .

5 . CONTRACTOR SHALL KEEP ALL ROADS CLEAN OF CONSTRUCTION DEBRIS,

MUD, ETC. AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING

THE EQUIPMENT AND TOOLS NEEDED TO CLEAN ROADS. THE CONTRACTOR IS

ALSO RESPONSIBLE FOR ANY REPAIRS NEEDED TO THE STREETS, PARKING

AREAS, UTILITIES, ETC. DUE TO DAMAGE BY CONSTRUCTION ACTIVITIES.

6. IMAGERY WAS IMPORTED INTO MICROSTATION FROM GOOGLE EARTH.

ACCORDING TO THE SOFTWARE, THE IMAGERY WAS CAPTURED IN

OCTOBER 2016.

7. COORDINATE AZMUTHS AND DISTANCES SHOWN ARE BASED ON NAO 8 3

TENNESSEE STATE PLANE US SURVEY FEET. VERTICAL DATUM IS NAVO 88 .

CAD, SURVEY, AND TERRAIN MODEL FILES SHALL BE MADE AVAILABLE TO THE

CONTRACTOR UPON CONTRACT AWARD.

US Army Corps of Engineers® f-u UJUJ a:

-, ::,0 f- 1!'. u a_ ::, za:

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CUT ARROWS

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PROPOSED EXCAVATION AREA

SLOPES SHALL NOT EXCEED 1V:3H

WITHOUT BENCHING (SEE NOTE 11)

EMBANKMENT CL-P�R�O�F=l�L=-E -=B=E�L�OW

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EXISITING SANITARY

SEWER (APPROX.)

EXCAVATION

SURFACE

2+00 3+00

SEE NOTE 11

4+00

LI NE I SURF ACE I OFFSET

- 12th Street Tope -- Excavation

Scaled 1,0000 Times Ver.

9 10

NOTES:

1. ALL SUITABLE EXCAVATION MATERIA7.CONTRACTOR SHALL COMPACT SOIL WITH A SHEEP FOOT

ROLLER OR A COR APPROVED ALTERNATIVE UNLESS OTHERWISE DIRECTED.

2, AT A MINIMUM, EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPS) ARE REQUIRED WHERE

IT IS EVIDENT THAT EROSION OR SEDIMENT CONTROL IS NEEDED DURING THE CONSTRUCTION

PERIOD.

3, DO NOT DISTURB EXISTING UTILITIES. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF THE

SERVICE CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED, AND THE SERVICE

RESTORED PROMPTLY, AT THE CONTRACTOR'S EXPENSE. LOCATIONS OF EXISTING ABOVE

GROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE ONLY AND

THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE, THE

CONTRACTOR SHALL DETERMINE THE LOCATIONS OF ALL UTILITIES ON THE PROJECT SITE.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL OPEN EXCAVATIONS AND EARTHWORKS

FROM THE EFFECTS OF THE ELEMENTS AND WEATHER.

5, THE GOV RESERVES THE RIGHT TO CONDUCT ITS OWN INDEPENDENT TESTING OF MATERIALS TO INCLUDE BUT NOT LIMITED TO: SOIL, SUBGRADE, BASE, IN PLACE DENSITY,MOISTURE, RELATIVE

COMPACTION, CONCRETE SLUMP, WATER CONTENT, AND STRENGTH TESTS.

6. CONTRACTOR SHALL COORDINATE WITH COR FOR LOCATION TO PLACE MATERIAL. THE MATERIAL SHALL BE GRADED TO MAINTAIN THE CURRENT SLOPE DIRECTION. VERIFY THAT THERE IS POSITIVE

DRAINAGE. CONTRACTOR SHALL COORDINATE TRUCK HAULING ROUTES WITH THE COR FOR THE

BEST ROUTE TO LAY DISPOSAL MATERIAL.

7. CONTRACTOR SHALL COMPACT SOIL WITH A SHEEP FOOT ROLLER OR A COR APPROVED ALTERNATIVE

UNLESS OTHERWISE DIRECTED.

8. THE EXCAVATIONS PRIMARILY CLAY. HOWEVER, THE CONTRACTOR SHOULD EXPECT THE EXCAVATED MATERIAL TO CONTAIN A MIX OF SOIL TYPES; GRAVEL, ROCK, CONCRETE, AND OTHER MATERIAL. ALL

EXCAVATED MATERIAL IS TO BE PLACED IN THE DISPOSAL GRADED EMBANKMENT AREA AS

10.

11.

SHOWN AND DESCRIBED .

NO CONSTRUCTION EQUIPMENT OR HAUL TRAFFIC SHALL EXCEED 15

TONS.

WHERE THE EXCAVATION SURFACE EXCEEDS 3H:1V, THE SURFACE SHALL BE BENCHED

WITH THE VERTICAL COMPONENTS NOT EXCEEDING 2 FEET AND THE HORIZONTAL COMPONENTS

BEING NO LESS THAN 2 FEET; EXCAVATION SURFACE SHALL BE IN ACCORDANCE WITH

SPECIFICATION 31 00 00.

SUBMIT A WATER CONTROL WORK PLAN IN ACCORDANCE WITH

SPECIFICATION 31 00 00. UPON GOVERNMENT APPROVAL, COMPLY WITH PLAN FOR DEALING WITH GROUND AND SURFACE WATER ON THE CONSTRUCTION SITE FOR FULL DURATION OF EXCAVATION

AND CONSTRUCTION ACTIVITIES.

12. THE 0.5" EXACAVATION BELOW THE STRUCTURE CAN EITHER BE COMPACTED OR MUD SLAB SHALL BE USED ON SITE. STRIPPED MATERIAL SHALL BE STOCK PILLED ON SITE IN PREPARATION FOR SEEDING

UPON SITE COMPLETION.

PLAN

NORTH

0-�-c�-�-�-1"=-�-�_A_N ____________________________________________________________________ _ Scaled 1.0000 Times Hor. EB

0 20' 40'

US Army Corps of Engineers® f-u UJ UJ a:-, ::, 0 f-a:u a_ ::, z za:0 f-j::: en :Z ...I uz f- ll.

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N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

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C K

E D

B Y

D R

A W

N B

U E

D A

T E

E N

A M

O J E

C T

I D

:LA 01

LA 02

LA 03

LA 04

LA 05

LA 06

LA 07

LA 08

IPO

ALLEYW

G A

U T S

T R

E E

T N

8TH STREET NE

BUILDING OUTLINE

THIS AREA

DEBRIS IN

FIELD

OPEN

FIELD

OPEN

WOODS

(TYP)

IRON PIN NEW/SET

BUILDING OUTLINE

POST (TYP)

UTILITY POLE

HYDRANT

FIRE

FILLAUER BRANCH

SCALE: 1" = 30' 30' 60'0

NORTH

PLAN

T R

WORK LIMITS - BORROW LOCATION

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

SURFACE OFFSET LINE

LEFT BANK BORROW

EXISTING SURFACE

PROPOSED BORROW CUT

EXISTING SANITARY SEWER LINE

APPROXIMATE LOCATION OF

0+00 0+50

0+00 1+00

LINE SURFACE OFFSET

EXISTING BORROW SITE

SCALED 1.0000 TIMES VER.

RIGHT BORROW AREA

EXISTING BORROW SITE

SCALED 1.0000 TIMES HOR.

RIGHT BORROW AREA

LATERALS

LOCATION OF

APPROXIMATE

LEFT BORROW AREA

AREA

BORROW

PROPOSED

SITE ENTRANCE

PREFERED BORROW

WORK AREA LIMITS

BORROW SITE

0+20 0+40 0+60 0+80

0+400+20

REGARDING HAULING OVER LATERALS.

SANITARY SEWER, AND 15' FROM LATERALS FEEDING INTO THE SANITARY SEWER. COORDINATE WITH UTILITY OWNER

MAINTAIN THE FOLLOWING BUFFERS FOR EDGE OF EXCAVATION: 10' FROM CONCRETE CHANNEL, 5' FROM EXISTING9.

EXCAVATION PLAN WITH TYPICAL SECTIONS FOR THE CORS APPROVAL.

BORROW SLOPE SHALL NOT BE STEEPER THEN 1V:3H. BEFORE EXCAVATION THE CONTRACTOR SHALL PROVIDED A8.

ENSURE THERE IS POSITIVE DRAINAGE TOWARDS THE FILLAUER BRANCH7.

CONTRACTOR UPON CONTRACT AWARD.

VERTICAL DATUM IS NAVD 88. CAD, SURVEY, AND TERRAIN MODEL FILES SHALL BE MADE AVAILABLE TO THE

COORDINATE AZIMUTHS AND DISTANCES SHOWN ARE BASED ON NAD 83 TENNESSEE STATE PLANE US SURVEY FEET.6.

WAS CAPTURED IN OCTOBER 2016.

IMAGERY WAS IMPORTED INTO MICROSTATION FROM GOOGLE EARTH. ACCORDING TO THE SOFTWARE, THE IMAGERY5.

CONSTRUCTION ACTIVITIES.

RESPONSIBLE FOR ANY REPAIRS NEEDED TO THE STREETS, PARKING AREAS, UTILITIES, ETC. DUE TO DAMAGE BY

IS RESPONSIBLE FOR PROVIDING THE EQUIPMENT AND TOOLS NEEDED TO CLEAN ROADS. THE CONTRACTOR IS ALSO

CONTRACTOR SHALL KEEP ALL ROADS CLEAN OF CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. THE CONTRACTOR4.

THE CORPS OF ENGINEER'S SAFETY MANUAL EM 385-1-1.

ADMINISTRATION (OSHA) REGULATIONS. ADDITIONALLY, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH

CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH3.

SITE AND ROADWAY BARRIER PLAN FOR COR APPROVAL PRIOR TO CONSTRUCTION.

SHALL SUPPLY THEM AT NO ADDITIONAL COST TO THE GOVERNMENT. SUBMIT A PROPOSED SAFE CONSTRUCTION

IF THE COR DETERMINES THAT ADDITIONAL BARRIERS ARE REQUIRED FOR PUBLIC SAFETY, THE CONTRACTOR

KEEPING WITH LATEST VERSIONS OF MUTCD, TDOT STANDARD SPECIFICATIONS, EM385-1-1, AND OSHA REQUIREMENTS.

PREVENT VEHICLE AND PEDESTRIAN TRAFFIC FROM ENTERING THE CONSTRUCTION SITE. BARRIERS SHALL BE IN

PROVIDE NECESSARY ROADWAY, SAFETY AND CONSTRUCTION BARRIERS AND/OR SAFETY PERSONNEL SO AS TO2.

THE BORROW SITE LOCATION IS 525 8TH ST NE.1.

NOTES:

EXISTING SANITARY SEWER LINE

APPROXIMATE LOCATION OF

H S

T R

E E

T D

E T

E N

N S

T R

U C

T U

R E

P L

O T

S C

A L

E N

A M

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

A T

N A

S H

L E

R O

A D

W A

N A

S H

L E

T R

-3

L B

-0

.d g n

W P

-2

-X

X X

W P

-2

-X

X X

READY TO ADVERTISE

C-004

A N

S I

T S

F C

B E

N L

O H

R B

A C

P .E

O T

H Y

M O

Y A

B O

R R

O W

L O

C A

CLB

A d ju s te d t e x t s iz e

SCALE: 1" = 20'

IGI T POI

(TYP)

PARKING LOT

DRAIN FEATURE

(TYP)

IG� T POLE

(TYP)

3 4

I I

.I - - -

OF CB:EST

T11DTI-I

Efl\JOTE 2 f/

PROPOSED LOCATION FOR

CONTRACTOR TO STOCK

PILE SOIL MATERIAL

6 7 8

0 20'

PLAN

NORTH

9 10

DETENTION STRUCTURE ALIGNMENT

COORDINATES

STATION NORTHING EASTING

0+00 304,140.96 2,307,588.65 0+40 304,152.64 2,307,626.90 0+45 304,154.00 2,307,631.72 0+60 304,155.19 2,307,646.66 1+00 304,158.08 2,307,686.56 1+40 304,160.97 2,307,726.45 1+66 304,162.88 2,307,752.88

TN83F NAO 83 US SURVEY FOOT

BANK LIMIT (BL)

POINT NORTHING EASTING

BL0l 304,145.94 2,307,622.13

BL02 304,124.32 2,307,629.23

BL03 304,067.95 2,307,662.03

BL04 304,061.32 2,307,654.73

BL0S 304,122.08 2,307,622.17

BL06 304,143.91 2,307,615.50

TN83F NAO 83 US SURVEY FOOT

LEGEND:

� ARTICULATED CONCRETE BLOCK

.•,, ,' ,P,','

', • , ,,,. ::, •, STREAM BED

. '":'' " ' 0'' '

\ • D" � ' ' ••'

NOTES:

1. SEE PLAN AND PROFILE WITH PROPOSED GRADING ON SHEET C-102 .

2. RE-ALIGN STREAM AS SHOWN. MAINTAIN THE EXISTING STREAM BED

ELEVATION. ENSURE THAT THE STREAM PATH FLOWS NORTH.

3. TAPER IN THE STREAM BED AS SHOWN AND TIE INTO THE EXISTING

STREAM .

4. CONTRACTOR SHALL LOCATE THE EXISING SANITAY SEWER LINE

LOCATED APPROXIMATELY WEST OF THE PROPOSED DETENTION

STRUCTURE BEFORE EXCAVATION.

5. NO ROAD CLOSURES ARE PERMITTED DURING CONSTRUCTION. THE

CONTRACTOR MUST UTILIZE TRAFFIC CONTROL MEASURES IF TRAFFIC

MUST BE TEMPORARILY OBSTRUCTED .

6. NO BLOCKING ANY DRIVEWAYS, ACCESS, OR TRAFFIC IS ALLOWED.

THE CONTRACTOR IS NOT ALLOWED TO USE 12TH STREET DURING THE

CONSTRUCTION PHASE. CONTRACTOR MAY TEMPORARY BLOCK IF

NEEDED, BUT MUST HAVE CAPABILITY TO UNBLOCK OR ALLOW ACCESS

OF NEARBY RESIDENTS, BUISNESSES, AND TRAFFIC, SUBMIT TRAFFIC

CONTROL.

7. ALL ELEVATIONS ARE IN FEET.

8. ACTUAL FIELD CONDITIONS MAY VARY. CONTRACTOR MUST FIELD VERIFY

AND NOTIFY THE COR IF A DIFFERING SITE CONDITIONS EXISTS.

9. ALL GRADED AREAS MUST BE COVERED BY 4 INCHES OF TOPSOIL AND

SEEDED, SEE SECTION 32 92 19 SEEDING.

10. CONTRACTOR MAY STOCKPILE UNSUITABLE AND ORGANIC MATERIAL

TEMPORARILY ON SITE WITHIN THE 'PROJECT LOCATION' NOT AT THE

LAYDOWN AREA. KEEP ORGANIC AND UNSUITABLE MATERIALS IN

SEPERATE STOCKPILES.

11. EROSION CONTROL IS REQUIRED FOR ANY AREAS THAT THE CONTRACTOR

HAS DISTURBED AND IS VURABLE TO EROSION. ALL TEMPORARY MATERIAL

STOCKPILES MUST HAVE TEMPORARY SEEDING, SEE SECTION 32 92 19

SEEDING. STOCKPILE MATERIAL SHALL EXCEED 3H:1V UNLESS OTHERWISE

DIRECTED BY THE COR.

12. UNSUITABLE MATERIALS/DEBRIS MUST BE DISPOSED IN OCCORDANCE

WITH LOCAL AND STATE LAWS. ANY UNSUITABLE MATERIAL OR UN-NEEDED

MATERIAL MAY BE DISOPOSED AT THE DISPOSAL LOCATION SHOWN ON

SHEET C-002 IF IT MEETS THE NECESSARY CRITERIA, SEE SECTION 31 00 00.

13. CLEARING AND GRUBBING IS REQUIRED AT ALL AREAS TO BE GRADED.

14. STREAM DEBRIS SHOULD BE CLEARED AND DISPOSED. RE-ALIGN AND GRADE

STREAM AS INDICATED, SEE SHEET C-101 FOR STREAM MODIFICAITON.

15. CONTRACTOR SHALL ADD NECESSARY BMPs.

16. CONTRACTOR SHALL COMPACT SOIL WITH A SHEEP FOOT ROLLER OR A COR

APPROVED ALTERNATIVE UNLESS OTHERWISE DIRECTED.

US Army Corps of Engineers® f- U wW(l'.

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870'

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PROPOSED STREAM CL

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' I I I I I I I I I I I I I I I I

00 00 00 o9 a9 Lf)9 0(0 IOg L0:2

0 a:) C\I CO N CO t> .;t.> t> -W -W -W ' >....1 >...J >...J - • -- • -- '. -------- ,_ • -- • ---<l- w.. ------- ,_ -------<l- L!J. --Q,. L!J. --'

PROPOSED SURFACE EXISTING SURFACE

PROPOSED EXCAVATION SURFACE

Z 860' - _,_ - - - - - - - _,_ - - - .3_3'y. _________ , _ _ _ _ _ _ _ _ ________________ G_Rf.p� :' Q.QOJo_: ________ , ________ , ________ , ________ , _ ---------�-------

...J 850'

EXISTING SANITARY

: SEWER LINE

' GRADE = 0.00%

• • • • 1 • • • • • • • • • 1 • • • • • • • • • 1 • • • • • • • • • 1 • • • • • • • • • 1 • • • • • • • • 1 • • • • • • • • • • • • • • • • • • 1 • • • • • • • • .J • • • • • • • • J • • • • • • • • J.... . . J • • • • • • • • l • • • • • • • • L • • • • • • • • L • • • • • • •

840' • • • • • • • '- • • • • • • • • '- • • • • • • • • • • • • • • • • • '• • • • • • • • • IO • • • • • • • • '• • • • • • • • • I• • • • • • • • • I • • • • • • • • • I • • • • • • • • •' • • • • • • • • • ' • • • • • • • • •' • • • • • • • • • • • • • • • • • •' • • • • • • • • .! • • • • • • • • .J • • • • • • • • ,I • • • • • • • • ,I • • • • • • • • I • • • • • • • • I • • • • • • • • L • • • • • • •

830' 0+70

<D' "'' .;• o-i' "'' "'' co, co, 0+80 0+90

0 r--.·8 ,00 coo -.::t'O "'"' "'""'co co co,co

1+00 1+10 co•8 m•8 ci'O cri'IJ') "'""' "'"'

CO,CO CO,CO

1+20 1+30 co•8., . �co "'""'

CO,CO

1+40

-.:t'8 N'«i "'""'

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1+50 co'g N'g N'g M'cri cri'cri cri'C) "'""' "'""' "'""' CO,CO CO,CO co,co

1+60 1+70 1+80

N'g 0 "' "' -.:;t'C) N cri "'""' "' "' CO,CO co co

1+90 2+00 m'g. , .

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2+10

12TH STREET DETENTION STRUCTURE PROFILE

lO'g. , .�"' "'""'

CO,CO

2+20 r-,..'g., .�"' "'""'

CO,CO

2+30 r,'g M'O'>"'""'

CO,CO

2+40 co'g co'g "'' <D' LC)'C) «i'cri ...:• ,,;• "'""' "'""' "'' "'' CO,CO CO,CO co, co, 2+50 2+60 2+70 2+80 2+90

880'

870'

860'

850'

840'

830'

9 10

ENBANKMENT CL ALIGNMENT DATA

Type, Station Northi1111 Earslihgi [Ell! 11ati oni

S+O 0+63.9 301-1:M).J ZD1ffi4.1 0

S+O 73.9 W4W.2 ZD1!fil.1 0

S+-0 0-+&.9 304136.2 ZD1613.S 0

3+0 O+m9 301-t!.9.1 ZD1ffi:2.:8 0

S+O l+00.9 3$4142 2-..W�4 � 3+0 + 3.9 ::MJ4"1!ri ZD16!J1.9 800

S+O 1+23.9 Jl!)j. 7.9 ZD 1.'5 aw S+O +33.9 304�.8 23:11621. ll!i<5i S+0 l+-0.9 Wi-00.8 Zll163lll.6 008

S+O +fil9 301-M.7 23:lmffl.6 l!fi:!l S-i-0 l+619 :IDil,ffl,� 2-..WWll.'5 �.§ S-t-0 +73.9 301-iffl.2 23Rt'lml.'5 l!@ill.§ S+-0 1-1&.9 Jl!)1.'M.9 ZD16l'®.'5 859.§ S+O +93.9 304 'i!l7.!!l ZD1ffi!l.'5 !!®El.§ S+O 2+m9 301-'1§1!:_ 4 23:111'9!1.4 Mil.§ S+O 2+13.9 W4M.1 2-..�1ll'OOIA 859.§ St-0 2+23.9 301-�.8 2.D1710A 85FJ.§ S+-0 2+33.9 :!1!)1.61)_!) ZD112>llA �-§

S+O 2+43.9 :!iD4iil1.2 2Dnlill.S MFJ.§ S+O 2+§3.9 3$41€.2 2DTT4'il.3 �.§ S+0 2+fil9 301-�.7 2-3Jlmll.:3 Ml!.§ S+0 2+73.9 D'l&.4 23:l�.2 0

S-t-0 2-t&.9 301-'irM.1 2.Dm®-2 0

S+0 2+93.9 304164.9 �-2

S+0 3.+m9 301-'iMi.!!l 23:l779il.2 0

S+O 3,+08. 301-'i!!,fi,.S z:Dm4.:3 0

PROPOSED RIVER CL ALIGNMENT DATA

Sl'Al'IDNI NORTIHING EAST1I.NG

POINl"li ,(flu, tffl ,(flu, O+!!Ml.O �-1 23lll7858

[Fl 1!)+11,4 :3l!WD74.2 Z2J!l7M1 .2

[Fl Ot24.§ �-s Z3>lJffl-%. J

[Fl Ot:2:'ll.1 3®� 22Jll7�.2

[Fl 0+37.§ �-4 �.1

[Fl 0+49.9 :Ml-410!!.J 23illffl3:l. J

[Fl �-6 :3l3412J.2 22l!l7fi25.

0-+39.4 304144.S 2&ll7!!1 8 §

PROPOSED CONCRETE WING WALLS LOCATIONS

Pciint North.inQI 1Ei1<5;tin Q

{flJ tft)

Sl .3114 l] 1.1 2.3117594.0

S2 3!l41S, .S 23!ll16l1Sc6

S,3 3!l413SA 23!l1&14.4

S4 3!'.J4118c9 23!'.11611!).!l

.304181!1.S 2.3076-24.6

Si& 3!14161.!) 231!176':!!).1

£1 3!14141.9 231!17621ic!)

S'!I .3114128 • .3 2.3117641!1\., LEGEND:

TURF REINFORCEMENT MAT (HP-TRM)

ARTICULATED CONCRETE BLOCK (ACB)

m US Army Corps of Engineers® f-u L!J L!J a:

---, ::,0 f-1!'. ua. ::, za:

0 f-j::: en :Z uz f::, 0 -o-oL!J f- z a: a'i :5 Cl f- L!J 0W> oO w _J f- _Ju. L!J u

0 L!J zll'.

:5 � L!J :,:

> f W "1_J � w ....I

SHEET ID

C-102

L!J z ii':

BL05

FILLAUER BRANCH

(EXISTING STREAM)

DETENTION STRUCTURE - PLAN AND PROFILE

SCALE: 1" = 10'

3 4 5

860 ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- 860

PROPOSED SURFACE

J_ EXISTING SURFACE

850 ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .,..____ - ..:....:....:. -..:....:....:. -..:....:....:. -..:....:....:. - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---4- 850

840-+----------------'-------------...L..-------------.1.----------------L---------------'--840

0+00 0+20 0+40 0+60 0+80

1+00

LINE

0 10'

PLAN

NORTH

20'- -

SURFACE

PURPOSED SURFACE

12TH STREET TOPO

SCALED 1.0000 TIMES VER.

SCALED 1.0000 TIMES HOR.

9 10

LEGEND:

� ARTICULATED CONCRETE BLOCK

,': i ,' ,P,',' � 0 , .. , •• , .. ' .. · ·" " • · STREAM BED ''� I " '' d' ', '

EXISTING

SURFACE

�-- - - - - - - - - ·: i": · - - - - - - - - - - - - - -

PROPOSED

SURFACE

840 __ ___.. __ ..._ ____ .___ ....... ___ 840 0+30

-15 o

TYPICAL TRENCH CROSS SECTION

US Army Corps of Engineers® f- U w W(l'.

--, ::,0 f-1!'. u a_ ::, za: 0 f-j::: en :Z uz f ::, 0 -o-o w f- z a: a'i :5 0 f- W 0W> oOw _J f- _J u. w u oW zll'.

:5 � w:,:

> f W N _J � w ....I

SHEET ID

C-103 w z ii':

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

E N

A M

O J E

C T

I D

SECTION

STA. 0+64

SECTION

STA. 0+89

SECTION

STA. 1+14

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

0 25 50 75 100-25-50-75-100

100750 25 50-25-50-75-100

1007525 500-25-50-75-100

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

FLOW DIRECTION

PROPOSED SURFACE

EXISTING SURFACE

EXCAVATION SURFACE

EXISTING SURFACE

PROPOSED SURFACE

EXCAVATION SURFACE

LEGEND:

FLOW DIRECTION

H S

T R

E E

T D

E T

E N

N S

T R

U C

T U

R E

E N

A M

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

A T

N A

S H

L E

R O

A D

W A

N A

S H

L E

T R

A N

S I

T S

F C

B E

N L

O H

R B

A C

P .E

O T

H Y

M O

Y A

C R

O S

S S

E C

N S

S T

C-301

-3

L B

-3

.d g n

READY TO ADVERTISE

-2

-X X

X X

W P

-2

-X

X X

CLB

C h a n g e d l in e s ty le o f

S e c ti o n s

A z w ...J w z w ...J w

I 2 I 3 I 4 I 5 I 6 I 7 I 8

FLOW DIRECTION

I-

I I I I I I I -..... - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - PROPOSED SURFACE � - - - - - - - - - - - - - - - - - - - - - _ , - - - - - - - - - - - - - - - - - - - - - - !. - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - -■ I-

I-

_,r--�----

■ I- - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - - J - - - - -

I-

� I I -- I I I

I I --- -- -....:. I I - I I I � --_.:,_-

I -.. I I I / I -

■ I- - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - -

- - - "---�: P-R-O��E:/<- -

1 _,>'� - ----,,-; __ ] __ / - - - - - - - - - - : - - - - - - - - - - - - - - - - - - - - - •

- - - - - - - - - - - - - - - - - - - -- I-

I-

■ ... - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - EXCAVATION SURFACE _____________ : ______________________ '. _____________________ '. ______________________ : _______________________ �

I-

-100

I I I I I I I '

-75

I : I I I

-50

-25

I I I

I I I I

I ; I '

SECTION

STA. 1+64

FLOW DIRECTION

I I I ; I '

I I I : I I I I : ' '

50 75

I I I I

I-

' I I I I I I

PROPOSED SURFACE

. I- - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ , - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - -- t■

I-

- STILLING BASIN

· EXISTING SURFACE · ·

:- - - - - - - - - - - - - - - - - - - - - - -: - - - - - - - - - - - - - - - - - - - - - - :- - - - - - - - - - - - - - - - - - - - - -- I-

I-

,... ' - - ------'--- -': - - - - - - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - - - - - - -:- - - - - -� -- \, �- --1- ----- �- - - - - -:- - - - - - - - - - - - - - - - - -"1-_-_\..:,li-- _- _- _-_ -_ -_- _- _- _- _-_ -_ -_- _- _- ----:�-- -_- _- _- _ -_ -_ -_ -_- _,,,- - - - - - - - -:- - - - - - - - - - - - - - - - - - - - - = � 1-- I I \. ' I I / I I -

I I \. I I I / I I I I

I I I / I I

• I- - - - - - - - - - - - - - - - - - - - - - -: - - - - - - - - - - - - - - - - - - - - - - :- - - - - - - - - - - - - - - - - - - - - f � - - - - - - - - - - - - - - - - - - - - - - : - - - - - - - - - - - - - - - - - - - - - - � - 1- - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - :- - - - - - - - - - - - - - - - - - - - - -- t■

1-- I I \. I I I / I I

I-

I I I I I I I I I I I I I I -

1--

I I I I I I I I I I I I I I

• I- - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - _ , - - - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - -- 1-

, ' ' - : : PROPOSED EXCAVATION SURFACE : : : :

I-

-100

I I I I ' .

-75

I I I I ' - I I I I I I I

-50 -25

I ' .

1+39

SECTION

STA. 1+38

I I I

I I I I ' .

I I I I

' - I I I I

75 100 z w ...J w z w ...J w

I 9

LEGEND:

PROPOSED SURFACE

EXISTING SURFACE

EXCAVATION SURFACE

I 10

US Army Corps of Engineers® f- U ww 0::--, :::,0 f- 0:: u a_ :::, z 0::0 f-j::: C/) :z uz f :::, 0 -o-o w f- z o:: ifi 5 0 f- Wo�a-;

g 1-- ...J u. w u oWz 0::

5�

a-; t;;

_J � en + Z N

Oi'.:!:

t, Cl)

Cl) I- C/) 0 en " o + 0:: 0

(.) ' i'.:!:

SHEET ID

CLB

.iz a, 0 C: - =t" - 1l 0::c:U"' (/) .c: w uo

C-302

A z

...J

2 3 4 5 6 7 8

FLOW DIRECTION

I I I I I I I

I I I I

PROPOSED SURFACE EXISTING SURFACE

---- I -- - I

- - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - _ ,_ - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - .--:-.-!-', -----_,_ -----,-------� �-:-;:r-- - I

PROPOSED EXCAVA�ION SURFACE /' -t-, /, _ _ _ _ _ _ _ _ _ _ _ J _ _ _ _ _ _ _ - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - _ , - - - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - -

-100 -75 -50 -25 0

SECTION

STA.2+14

25 50 75 100

FLOW DIRECTION

PROPOSED SURFACE

: EXISTING SURFACE

PROPOSED EXCAVA�ION SURFACE/'--:-''

-100

-75 -50 -25 0

SECTION

STA. 1+89

25 50 75 100 z

...J

LEGEND:

PROPOSED SURFACE

EXISTING SURFACE

EXCAVATION SURFACE

m US Army Corps of Engineers®

Cf)

'5 _gi

.iz a, 0 C: -

=t "C - " 0::

C: u "' Cf) .c: w uo

. 0::

Uww 0::-, ::,o ...

0:: u a_ ::, en z 0::

O>- z j::: C/) :z 0 uz ... I-::, 0 -o-o t) w ... z w o:: ifi 5 en 0 f- W en o�a-; (/) g I- __J 0u. w u oW z 0:: t) 5�

a-; t;;

_J � u

SHEET ID

CLB

C-303

A z

> 855 w ...J w z w ...J w

I 2 I 3 I 4 I 5 I 6 I 7 I

FLOW DIRECTION

I I I I I I I

EXISTING SURFACE

•I-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .!. - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -· 1-

•I-- - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - _ ,_ - - - - - - - - - - - - - - - - - - - - - l - - - - - - - - - - - - - - - - - - - - - _,_ - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - _ ,_ - - - - - - - - - - - - - - - - - - - - -•I-

. t- - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - - .1 - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - -- I-

• I- - - - - - - - - - - - - - - - - - - - - - _I - - - - - - - - - - - - - - - - - - - - - - 1_ - - - - - - - - - - - - - - - - - - - - - .1 - - - - - - - - - - - - - - - - - - - - - _ I - - - - - - - - - - - - - - - - - - - - - - I_ - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - -• I-

I I I I

-100

I I I I I I I

: I I I I : I I I I --, -75 -50

I : I I I I

-25

I : I I

SECTION

STA. 3+08

FLOW DIRECTION

I I I : I I I I : I I I I :

I I --, 25 50 75

I I I I

' ... - - - - - - - - - - - - - - - - - - - - - -, - - - - - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - -, - - - - - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - -, - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - -· r-

I-

EXISTING SURFACE

. I-- - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - - ! - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - , _ - - - - - - - - - - - - - - - - - - - - -· 1-

I I I I I I

I I I I I I I

.... - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - , _ - - - - - - - - - - - - - - - - - - - - -- I-

I I I I

-100

I I I I I I I

: I I I I : I I I I I I I I I .

-75 -50 -25

I ; I

SECTION

STA. 2+89

I I I ; I I

I I : I I I I :

I I

50 75

I I I I z w ...J w z w ...J w

I 9 I 10

LEGEND:

PROPOSED SURFACE

EXISTING SURFACE

US Army Corps of Engineers®

.iz a, 0 C: - =t "C -

1l 0::

C: u

.c: w uo

"C u

LL! .. ()

0. w �

I <( "?

uz� .. <( co

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CD$-=

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Cl I u. ..-

0 ro >- 0 w oL---w >- CD w >-o::Z I Z � 1-

£1 f- ,s: u :;;..i .. �w§l<:;;w:;;CDz�w w_C:::roio::Jw_z 0 I- 0 I- 0 u. CIJ III CIJ <( f- U w w

0:: --, :::, 0 f-

0:: u

0. :::, z 0:: 0 f-j::: C/) :z uz f :::, 0 -o-o w f- z o:: ifi 5 0 f- W o�a-;

g l-- _J

u. w u oW z 0::

5�

a-; t;;

_J � en z w en a!

SHEET ID

CLB

C-304

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

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

/2 c u s e rs

\h e c e c p k \d o c u m e n ts \p w \c e lr n \d m s

-3

L B

-5

.d g n

U .S

R M

Y C

O R

P S

O F

E N

E E

BE OUTSIDE THE CLEAR ZONE.

ROADWAY SHOULDER AND THE NEAREST PORTION OF THE FENCE SHALL

THE ELEVATION OF THE FENCE POST TOP SHALL BE LOWER THAN THE A

MAY BE USED AS AN ALTERNATE.

2. FENCING TERMINALS AT RETAINING WALL DETAIL ON S-F-10D

OVER THE DRAINAGE STRUCTURE AS SHOWN ON THIS SHEET.

GREATER AND WHEN IT IS NOT FEASIBLE TO GO UP AND

1. FOR USE WHEN DRAINAGE STRUCTURE HEIGHT IS 5'-8" OR

LINE POSTS

1-S

TRAND B

ARBED W

IRE,T

6" MAX.

SEE STD. DWG. S-F-10 FOR DETAILS.

POST S

PACIN

8'-0 " M

LINE POSTS

INTERMEDIATE OR

6" MAX.

FIL

L S

LOPE V

ARIE

POST S

PACIN

8'-0 " M

SEE DWG. NO. S-F-10B FOR CHAIN LINK FENCE DETAILS AND SPECS.

BRACE BAR

1' INSIDE THE R.O.W. LINE

FENCING TERMINALS AT BRIDGE ABUTMENTS

FENCE UP AND OVER DRAINAGE STRUCTURES WITHOUT WINGWALLS

STOCK FENCE

CHAIN LINK FENCE

GUARDRAIL

APPROACH PAVEMENT BRIDGE

VARIES, AS DIRECTED BY THE ENGINEER

PROPOSED FENCE

BRACE PIPE

" GALV. STEEL4

WING WALL

(TYP.)

" STEEL4

PIPE CLAMP

1'-0"

(TYP.)

" BOLT8

ANCHOR RODS

"x6" CIP8

WINGWALL

SHOULDER OF ROAD

TO R.O.W.

FIELD CONDITIONS AND/OR AS DIRECTED BY ENGINEER.

CONSTRUCTION MAY BE VARIED AS REQUIRED TO MEET

OF ALL CONDITIONS WHICH WILL BE ENCOUNTERED.

AND ARE NOT TO BE CONSTRUED AS REPRESENTATIVE

NOTE: THESE INSTALLATION SCHEMES ARE TYPICAL

ENDWALL

EDGE OF SHOULDER

END POST

BRIDGE ABUTMENT

TOE OF SLOPE

EDGE OF SHOULDER

NOT TO SCALE

ENDWALL

2" GALV. STEEL POST

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

POST

(TYP.)

HEX HEAD BOLTS

"4 3"x48

6" MAX.

2" GALV. STEEL POST

WING WALL

2" GALV. STEEL POST

3'-6" MIN. LENGTH

2" GALV. STEEL POST

BRACE BAR

" GALV. STEEL4

PARAPET

BRIDGE

PROPOSED FENCE

BRIDGE ABUTMENT SLOPE

POST

IN CORNER

INCLUDED

MATERIAL

CORNER POST

PROPOSED FENCE

R.O.W. LINE

N.T.S.

DETAIL

PIPE CLAMP CONNECTION

N.T.S.

PLAN

N.T.S.

ELEVATION

DRAINAGE STRUCTURES WITH WINGWALLS

ELEVATION

SHOULDER OF ROAD

EDGE OF SHOULDER

SEE NOTE A

TO R.O.W.

N.T.S.

ELEVATION

N.T.S.

PLAN

TOE OF FILL SLOPE

IN CORNER POST

MATERIAL INCLUDED

DETAIL BELOW

ATTACHMENT SEE

ALTERNATIVE POST

GENERAL NOTES

C L

E V

E L

A N

T N

H S

T R

E E

T D

E T

E N

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

P R

O J E

C T

W P

-2

-X

X X

W P

-2

-X

X X

R O

A D

W A

N A

S H

L E

READY TO ADVERTISE

E N

A M

P L

O T

S C

A L

A T

N A

S H

L E

T R

T Y

A L

F E

N C

E D

E T

T S

F C

-3

L B

-5

.d g n

A N

S I

B E

N L

O H

R B

A C

H P

C-500

O T

H Y

M O

Y A

A D

T E

D L

E A

D E

R S

S T

E D

L E

S F

O R

E L

E V

A T

E T

1 2 w0 I

:r I

17.32'

U STREAM

' ' 0 ' • ' ., .. ' •

MODIFIED

STREAM BED

EL848. 5'

w0 I

.] J

CONCRETE SPILLWAY - PLAN

SCALE: 1" = 5'

PROPOSED GRADE

SEE SHEET C-102

MODIFIED

STREAM BANK

EL850'

17.32'

UPSTREAM

EDGE OF WING WA LSOUTHSEE NOTE 4 INLET

', ' ' , 0 ,' ,. ,. , o, ', \ ' , 0 ,' ., ,. , o, ', \ ' , 0 ,' .,. •• , o, ', \ ' , 0 ,' ,. •• , o, ', \ ' , 0 ,' .,. •• , o, ', \ ' , ,' ,. .• , o, ', ' ' , , o • , , 11 ' , • O ' , • D ' , • 0 ' , 0 I ' , ' 0 , ,/7 ,, o , p , ,17 ,• • , e, ,f7 ,, o , 0 , ,t? ,• • , e, • ,O ,• • • p • ,17 ,• • • p • , ',-;• " ' o,' , ,·,":'• " o,' , ,·,':• " o,' , ,·,-:• " o,' , ,',-;,11' o,' , ,',-;, , ' o,' , ,•,-;, FLOW DIRECTION

20'

Fillbaur Branch CL

CULVERT

EDGE

10'

FLOW DIRECTION

TOP OF

WING WALL

EL: 860'

10'

TOP OF

SPILLWAY

EL: 855'

TOP OF

CULVERT

EL: 852

, .. ,o,' o,',�•

,0, , .. ,o,' o , ',�•

,0, , .. ,o, ,0 , 0 .. , 1 o,',�•

,0, , .. ,o,' o,',�•

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,0, 1.,00

, o,',�•

,0, o, , 0,;,.,,' o

CONCRETE SPILLWAY - PROFILE

SCALE: 1" = 5'

WING WALL

(TYP)

17.32'

DOWNSTREAM

NORTH

OUTLET

DOWNSTREAM

EDGE OF WING WALL

SEE NOTE 6

17.32'

15'

STILLING BASIN

(TYP)

�PLAN

cr::,NORTH

0 5' 10'- -

TOP OF

STILLING BASIN

EL: 850'

10'

\.oo,e,rn

STREAM BANK

SEE NOTE 7

15'

MODIFIED

STREAM BANK

SEE NOTE 7

SEE NOTE 5

EXISTING STREAM

BANK

LEGEND:

NOTES:

COMPACTED BACKFILL

REFER TO SECTION 31 00 00

ARTICULATED CONCRETE BLOCK

STREAMBED & BANK

CONCRETE

1. STRUCTURAL FOUNDATIONS/JOINTS/BREAKS NOT SHOWN ON CIVIL DETAILS. SEE

STRUCTURAL SHEETS FOR DETAILS & DIMENSIONS.

2. THE UPSTREAM & DOWNSTREAM SIDES OF THE SPILLWAY MUST BE GRADED AS

SHOWN, ALL PROPOSED GRADES MUST BE COMPACTED PER EARTHWORK

SPECIFICATION 31 00 00.

3. STREAM BANK MATERIAL SHALL BE PLACED UP TO THE UPSTREAM MOUTH OF THE

CULVERT TO MEET THE CULVERT INVERT ELEVATION OF 848.5 FEET. ARTICULATED

CONCRETE BLOCK ARMORING SHALL BE USED DOWNSTREAM OF THE CULVERT

OUTLET OPENING.

4. SLOPE GRADE UP FROM EDGE OF STREAM BANK TO THE WING WALLS AT 5%. THE

STREAM BANK ELEVATION IS 850 FEET.

5. DOWNSTREAM SIDE OF SPILLWAY SHALL BE MATCHED TO GRADE.

6. ARTICULATED CONCRETE BLOCK {ACB) ARMORING SHALL SLOPE UP FROM THE

EDGES OF THE STEAM BED AT A SLOPE OF 3H:1V TO THE EDGE OF WING WALLS.

7. MODIFIED STREAM BANK SHALL TIE INTO THE EXISTING STREAM OVER A DISTANCE

OF 15 FEET.

8. TAPER STREAM BED WIDTH DOWNSTREAM OF STILLING BASIN. CONTRACTOR SHALL

TRANSITION STREAM BED WIDTH OF 10 FEET TO EXISTING STREAM BED WIDTH OVER

A DISTANCE OF 10 FEET OR LESS.

9. ARMOR STREAM BANK AND STREAM BED FROM THE EDGE OF THE NORTH OUTLET

PAST THE EDGE OF THE WING WALLS, AS SHOWN ON SHEET C-101.

10. ACB ARMORING SHALL SLOPE UP FROM STREAM BED AT A3H:1V SLOPE TO EDGE

OF THE MODIFIED BANK. OVER A DISTANCE OF 15 FEET, TRANSITION 3H:1V SLOPE

TO TIE INTO THE EXISTING STEAM BANK AND BED SLOPE.

11. ENSURE THERE IS POISTIVE DRAINAGE FROM THE UPSTREAM TO DOWNSTREAM END.

12. EXCAVATE AT LEAST 6 INCHES BENEATH THE BOTTOM OF THE STRUCTURE FOOTING

ELEVATION AND IMPLEMENT MUD SLAB OR COMPACT 6 INCHES IN ACCORDANCE WITH

SPECIFICATION 31 00 00 PRIOR TO CONSTRUCTION OF THE STRUCTURE.

0 5'- - 10'- -

SCALE: 1" = 5'-0"

US Army Corps of Engineers® f-(.) ww 0::--, ::,0 fa:: (.)a. ::, z 0::0 f-j::: C/) :zuz f ::, 0 "

□ -0 w f- z a:: ifi 50 f- W o�a-;

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u. w (.)

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w □ I- z w< c:: z �:'.:5 0 Cl.

SHEET ID

C-501 w z ii':(.)

1 2

WEST TOP OF

BERM EL: 860' TOP OF SPILLWAY

EL: 855'

PROPOSED GRADE

SLOPE UP5% • • •

'TOP

"cl:JL\Y

• EL:.8

.. .. 4 • ' '

•• -�-· ...;"' 4 �

TOP…

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File details come from the government source that posted it. Updated Aug 1, 2022.