Contract_Drawings_-_W911WN19B8010_Lick_Run_Streambank_Restoration_-_Attachment_2.pdf

PDF 18 MB Posted Aug 8, 2019

Attached to: Lick Run Streambank Restoration
Solicitation number: W911WN19B8010
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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Contract Drawings - W911WN19B8010 Lick Run Streambank Restoration

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File	Type	Posted
Bid_Results.pdf	PDF	Sep 11, 2019
Bid_Results.pdf	PDF	Sep 10, 2019
W911WN19B8010_Amendment_0002_Lick_Run_Streambank_Restortation.pdf	PDF	Sep 5, 2019
Wage_Determination_08-16-2019.pdf	PDF	Aug 29, 2019
W911WN19B8010_Lick_Run_Streambank_Restoration.pdf	PDF	Aug 29, 2019
Site_Visit_Sign_In_Sheet.pdf	PDF	Aug 13, 2019
Technical_Specifications_-_W911WN19B8010_Lick_Run_Streambank_Restoration_-_Attachment_1.pdf	PDF	Aug 8, 2019
Solicitation_-_W911WN19B8010_Lick_Run_Streambank_Restoration.pdf	PDF	Aug 8, 2019

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®of Engineers

US Army Corps

Pittsburgh District

C H

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LOCATION

PROJECT

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

DATE

SUBMITTED BY:

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

APPROVAL RECOMMENDED BY:

DATE

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SOUTH PARK TOWNSHIP, ALLEGHENY COUNTY, PA

CAP SECTION 14 STREAMBANK PROTECTION PROJECT

PLEASANT HILLS AUTHORITY

MONONGAHELA RIVER BASIN - LICK RUN

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ISSUE DATE: JUNE 2019

CONTRACT NO.:

SOLICITATION NO.: W911WN19B8010

CERTIFIED FINAL DOCUMENTS

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/s/ JOHN RUSNAK, P.E. 27 JUNE 2019

/s/ JOSEPH W. PREMOZIC, P.E. 27 JUNE 2019

/s/ JEANINE HOEY, P.E. 27 JUNE 2019

SECTION CHIEF (ACTING)

BRANCH CHIEF (ACTING)

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CERTIFIED FINAL DOCUMENTS

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PROJECT LOCATION MAP

NOT TO SCALE

LOCATION

PROJECT

LOCATION

PROJECT

MAP DATA: 2017 GOOGLE MAPS MAP DATA: 2017 GOOGLE MAPS

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PENNSYLVANIA ONE CALL SYSTEM, INC.

www.pa1call.org

1-800-242-1776 or 811

CALL 3 BUSINESS DAYS BEFORE YOU DIG!

ABBREVIATIONS

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DRAWINGSCONTRACT

NAMEFILE

NO.

SHEET

TITLEDRAWING

GENERAL

MO37a_2a_100_G-0001 G-0001 SHEETCOVER

MO37a_2a_100_G-0002 G-0002 MAPS VICINITY AND LOCATIONPROJECT

MO37a_2a_100_G-0003 G-0003 SHEET LEGEND AND ABBREVIATIONS INDEX,DRAWING

MO37a_2a_100_G-0004 G-0004 NOTESGENERAL

MO37a_2a_204_G-1005 G-1005 CONDITIONS EXISTING - PLAN SITEGENERAL

MO37a_2a_204_G-1006 G-1006 LIMITS WORK CONTRACTOR WITH PLAN SITEGENERAL

CIVIL

MO37a_2a_882_C-1001 C-1001 2+80 STATION TO 0+10 STATION - PROFILE AND PLAN - AREA WORKUPSTREAM

MO37a_2a_882_C-1002 C-1002 5+50 STATION TO 2+80 STATION - PROFILE ANDPLAN

MO37a_2a_882_C-1003 C-1003 8+20 STATION TO 5+50 STATION - PROFILE AND PLAN - AREA WORKDOWNSTREAM

MO37a_2a_882_C-1004 C-1004 10+90 STATION TO 8+20 STATION - PROFILE AND PLAN - AREA WORKDOWNSTREAM

MO37a_2a_882_C-1005 C-1005 13+30 STATION TO 10+90 STATION - PROFILE AND PLAN - AREA WORKDOWNSTREAM

MO37a_2a_882_C-3006 C-3006 3 OF 1 SHEET - SECTIONS CROSS - AREA WORKU/S

MO37a_2a_882_C-3007 C-3007 3 OF 2 SHEET - SECTIONS CROSS - AREA WORKU/S

MO37a_2a_882_C-3008 C-3008 3 OF 3 SHEET - SECTIONS CROSS - AREA WORKU/S

MO37a_2a_882_C-3009 C-3009 5 OF 1 SHEET - SECTIONS CROSS - AREA WORKD/S

MO37a_2a_882_C-3010 C-3010 5 OF 2 SHEET - SECTIONS CROSS - AREA WORKD/S

MO37a_2a_882_C-3011 C-3011 5 OF 3 SHEET - SECTIONS CROSS - AREA WORKD/S

MO37a_2a_882_C-3012 C-3012 5 OF 4 SHEET - SECTIONS CROSS - AREA WORKD/S

MO37a_2a_882_C-3013 C-3013 5 OF 5 SHEET - SECTIONS CROSS - AREA WORKD/S

MO37a_2a_882_C-5014 C-5014 DETAILS WALL RETAINING TYPICAL - STABILIZATIONSTREAMBANK

MO37a_2a_882_C-5015 C-5015 DETAILS TREATMENT END WALL AND STABILIZATION SLOPE RIPRAP TYPICAL - STABILIZATIONSTREAMBANK

MO37a_2a_882_C-5016 C-5016 DETAILS MISCELLANEOUS OTHER AND ZONE TRANSITION TYPICAL - STABILIZATIONSTREAMBANK

MO37a_2a_882_C-5017 C-5017 DETAILS - FE-5 TYPE FENCE SECURITY LINKCHAIN

CONTROL SEDIMENTATION ANDEROSION

MO37a_2a_882_X-1001 X-1001 2+80 STATION TO 0+10 STATION - PLAN CONTROL SEDIMENT AND EROSION - AREA WORKUPSTREAM

MO37a_2a_882_X-1002 X-1002 8+20 STATION TO 5+50 STATION - PLAN CONTROL SEDIMENT AND EROSION - AREA WORKDOWNSTREAM

MO37a_2a_882_X-1003 X-1003 10+90 STATION TO 8+20 STATION - PLAN CONTROL SEDIMENT AND EROSION - AREA WORKDOWNSTREAM

MO37a_2a_882_X-1004 X-1004 13+30 STATION TO 10+90 STATION - PLAN CONTROL SEDIMENT AND EROSION - AREA WORKDOWNSTREAM

MO37a_2a_882_X-5005 X-5005 3 OF 1 SHEET - DETAILS - CONTROL SEDIMENT ANDEROSION

MO37a_2a_882_X-5006 X-5006 3 OF 2 SHEET - DETAILS - CONTROL SEDIMENT ANDEROSION

MO37a_2a_882_X-5007 X-5007 3 OF 3 SHEET - DETAILS - CONTROL SEDIMENT ANDEROSION

MO37a_2a_882_X-0008 X-0008 NOTES - CONTROL SEDIMENT ANDEROSION

WORKING POINTWP

UPSTREAMU/S

UNITED STATES ARMY CORPS OF ENGINEERSUSACE

TYPICALTYP

TOP OFT/

STATIONSTA

REINFORCED CONCRETE PIPERCP

POLYVINYL CHLORIDEPVC

POUNDS PER SQUARE INCHPSI

OUTSIDE DIAMETEROD

ON CENTEROC

NOT TO SCALENTS, N.T.S.

NUMBERNO.

NOW OR FORMERLYN/F

MINIMUMMIN

MAXIMUMMAX

POUND(S) PER INCHLB/IN

POUND(S)LB(S)

INVERTINV

HIGH-DENSITY POLYETHYLENEHDPE

FOOT/FEETFT

FEDERAL EMERGENCY MANAGEMENT AGENCYFEMA

ELEVATIONELEV

EACHEA

DUCTILE IRON PIPEDIP

DIAMETERDIA

DOWNSTREAMD/S

CENTER-TO-CENTERC/C

AMERICAN WIRE GAUGEAWG

AMERICAN SOCIETY OF STATE HIGHWAY AND TRANSPORTATION OFFICIALSAASHTO

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CERTIFIED FINAL DOCUMENTS

PROPERTY LINE

CONTRACTOR WORK LIMITS

FEMA FLOODWAY BOUNDARY

EDGE OF WATER/SHORELINE

FEMA 100-YEAR FLOODPLAIN BOUNDARY

CHAIN-LINK SECURITY FENCE

NEW/REINSTALLED GUIDE RAIL

UTILITY POLE (EXISTING)

POLE-MOUNTED LIGHT (EXISTING)

WATER SUPPLY VALVE (EXISTING)

STORM SEWER LINE (EXISTING)

SANITARY SEWER (EXISTING)

OVERHEAD ELECTRIC LINE (EXISTING)

CHAIN-LINK SECURITY FENCE (EXISTING)

GUIDE RAIL (EXISTING)

AASHTO #1 OR #57 AGGREGATE

NON-ERODIBLE MATERIAL/

TEMPORARY ACCESS ROAD/

RAILROAD TRACKS (EXISTING)

FIRE HYDRANT (EXISTING)

HYD

TREE (EXISTING)

ROCK CONSTRUCTION ENTRANCERCE

LEGEND

EROSION CONTROL BLANKET

VEGETATED SLOPE

RIPRAP SLOPE/TOE PROTECTION

UNDISTURBED EARTH

CONCRETE

TOPSOIL WITH SUITABLE BACKFILL MIX

990 MAJOR CONTOUR (EXISTING)

GABION BASKET WALL (EXISTING)

BASELINE

PLUS/MINUS

RAILROADS, ETC.)

RIGHT-OF-WAY LINE (ROADS,

MANHOLE (EXISTING)

REPRESENT EXISTING FEATURES.

1. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE

GENERAL DRAWING NOTE

GENERAL PROJECT NOTES

PROPOSED ORDER OF WORK MUST BE APPROVED BY THE CONTRACTING OFFICER.

AND NEXT CONSTRUCT THE BASE BID UPSTREAM IMPROVEMENTS (STA 1+00 TO STA 2+80). ANY ALTERNATE CONTRACTOR

13. ORDER OF WORK: CONTRACTOR SHALL FIRST CONSTRUCT THE BASE BID DOWNSTREAM IMPROVEMENTS (STA 8+10 TO STA 11+10),

12. SEE SHEETS C-3006 THROUGH C-3013 FOR CROSS SECTIONS AND EXPECTED STREAM BANK FINISHED ELEVATIONS.

DEPTHS. WEATHER CONDITIONS MUST BE MONITORED FOR POSSIBLE FLOODING.

DURING PERIOD OVER WHICH WORK MAY TAKE PLACE. HOWEVER, LARGER FLOODS COULD PRODUCE BANKFULL OR EVEN HIGHER

11. WATER SURFACE ELEVATIONS ALONG STREAM ALIGNMENT VARY SEASONALLY. DEPTHS MAY RANGE FROM 6 INCHES TO 3 FEET

REMOVED BETWEEN OCTOBER 1ST AND MARCH 31ST IN ORDER TO AVOID IMPACTING ENDANGERED BAT ROOST TREES.

ADDRESSED PER SECTION 31 11 00.08 - CLEARING AND GRUBBING. TREES GREATER THAN 4 INCHES AT CHEST HEIGHT CAN ONLY BE

CLARITY. ALL VEGETATION IN AREA WHERE WORK IS TO BE PERFORMED (ALONG LEFT AND RIGHT BANK OF LICK RUN) SHALL BE

10. VEGETATION REMOVAL - EXTENT OF VEGETATION TO BE REMOVED IS NOT SHOWN ON EXISTING OR NEW CONDITIONS PLAN FOR

PROJECT.

THE UPSTREAM PORTION OF THE PROJECT; COCHRANS MILL ROAD AND WALLACE ROAD FOR THE DOWNSTREAM PORTION OF THE

9. WORK AREA ACCESS - THE CONTRACTOR SHALL ACCESS THE WORK AREAS FROM COCHRANS MILL ROAD AND ARCH STREET FOR

LIMITS AS NOTED ON THE DRAWINGS.

8. WORK LIMITS - CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES TO WITHIN THE PROPERTY BOUNDARY, AND/OR WORK

SHALL BE AT THE CONTRACTOR'S OWN RISK UNTIL THE CONFLICT IS RESOLVED BY THE CONTRACTING OFFICER.

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. CONTINUED CONSTRUCTION OF THE AREA IN CONFLICT

ELEVATIONS, AND SITE CONDITIONS. IF A CONFLICT IS FOUND BETWEEN DIFFERENT PORTIONS OF THE CONTRACT DOCUMENTS, THE

AND MAY NOT REFLECT EXACT FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ANY AND ALL DIMENSIONS, (MICROSTATION) PLATES PROVIDED BY USACE. ALL UTILITIES, FEATURES, ELEVATIONS AND DIMENSIONS SHOWN ARE APPROXIMATE

7. BASE MAPPING - THE BASE MAPPING UTILIZED FOR PROJECT DESIGN WAS BASED ON FIELD SURVEYS PERFORMED AND CADD

CONSTRUCTION.

VARIOUS ITEMS OF WORK. ALL UTILITIES EXPOSED WHILE EXCAVATING SHALL BE SUPPORTED AND PROTECTED DURING

EXPENSE INCURRED ON ACCOUNT OF SUCH OBSTRUCTIONS AND DIFFICULTIES SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE

AND DIFFICULTIES TO BE ENCOUNTERED IN THE PROSECUTION OF THE WORK UNDER THIS CONTRACT AND ANY ADDITIONAL

RESPONSIBILITY TO LOCATE ALL UTILITY LINES IN THE PROJECT AREA. THE CONTRACTOR SHALL DETERMINE THE OBSTRUCTIONS

GOVERNMENT WILL NOT BE RESPONSIBLE FOR ANY VARIATIONS FOUND DURING CONSTRUCTION. IT IS THE CONTRACTOR'S

PRESENTLY UNKNOWN. SEVERAL UTILITIES HAVE BEEN ABANDONED IN PLACE, WHILE OTHERS WERE PARTIALLY REMOVED. THE

THEIR LOCATIONS AND SIZES MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS

STRUCTURES AND UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM AVAILABLE AS-BUILT PLANS AND RECORDS; THEREFORE, COMPANIES, SCHEDULING WORK IN SUCH A MANNER THAT NEEDLESS CONFLICT WILL BE AVOIDED. UNDERGROUND FACILITIES, PRECAUTIONS TO PREVENT DAMAGE TO ALL UTILITIES. THE CONTRACTOR SHALL ARRANGE AND COOPERATE WITH UTILITY

EXPENSE OF THEIR RESPECTIVE OWNERS, UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL EXERCISE ALL

CLEARANCE REQUIREMENTS. ANY OR ALL WORK REQUIRED FOR PUBLIC OR PRIVATE UTILITIES WILL BE DONE BY AND AT THE

CONTRACTOR SHALL ALSO IDENTIFY ALL OVERHEAD LINES AND NOTIFY AND COMPLY WITH THE APPLICABLE UTILITY COMPANY'S

SYSTEM, INC. (1-800-242-1776) AND COMPLY WITH THE PROVISIONS OF PA ACT 287 OF 1974 AS AMENDED BY ACT 187 OF 1996. THE

CONTRACTOR'S EXPENSE. PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. THE CONTRACTOR MUST CONTACT THE PA. ONE CALL

DAMAGE CAUSED BY THE CONTRACTOR TO ANY PUBLICLY OR PRIVATELY OWNED STRUCTURE SHALL BE REPAIRED, IN KIND, AT THE

AND UNDERGROUND POWER LINES, COMMUNICATION LINES, GAS MAINS, WATERLINES, AND SEWERS THROUGHOUT THE WORK AREA.

6. EXISTING PUBLIC FACILITIES AND UTILITIES (PA ONE-CALL) - CONTRACTOR SHALL NOTE THE PRESENCE OF OVERHEAD POWER LINES

APPROVAL OF THE CONTRACTING OFFICER.

PERIODS, EXCEPT WHEN ORDERED BY THE CONTRACTING OFFICER AND/OR AT THE REQUEST OF THE CONTRACTOR WITH THE

5. NIGHT WORK, FEDERAL HOLIDAYS, AND WEEKEND WORK - THE CONTRACTOR SHALL NOT PERFORM ANY WORK DURING THE ABOVE

PRICES BID FOR THE VARIOUS CONTRACT ITEMS.

PAYMENT FOR COST INVOLVED IN MAINTAINING AIR POLLUTION CONTROL, AND NOISE CONTROL SHALL BE INCIDENTAL TO THE UNIT

MONDAY - FRIDAY, 7:00AM TO 6:00PM, OR AT SPECIFIED PERIODS ONLY.

BY AGENCIES HAVING JURISDICTION, CERTAIN NOISE-PRODUCING WORK MAY HAVE TO BE PERFORMED DURING OTHER THAN

USED FOR POWER TO REDUCE NOISE, UNLESS OTHERWISE STIPULATED IN THE CONTRACT SPECIFICATIONS. WHERE REQUIRED

BE EQUIPPED WITH SILENCERS OR MUFFLERS ON INTAKE AND EXHAUST LINES. WHEREVER PRACTICAL, ELECTRICITY SHALL BE

MINIMUM. COMPRESSORS SHALL BE EQUIPPED WITH SILENCERS ON INTAKE LINES. ALL GAS OR OIL OPERATED EQUIPMENT SHALL

LEAST POSSIBLE NOISE AND WHEN GRINDING IS USED, SUCH GRINDING SHALL BE OF A TYPE DESIGNED TO REDUCE NOISE TO A

OPERATIONS. THE CONTRACTOR SHALL PROVIDE WORKING MACHINERY AND EQUIPMENT DESIGNED TO OPERATE WITH THE

- NOISE CONTROL-THE CONTRACTOR SHALL USE EVERY EFFORT AND EVERY MEANS POSSIBLE TO MINIMIZE NOISE CAUSED BY

CALCIUM CHLORIDE OR OTHER HARMFUL MATERIALS.

(E) TAKE SUFFICIENT PRECAUTIONS TO PREVENT POLLUTION OF STREAMS WITH FUELS, OILS, GLYPHOSATE,

(D) USE SOUND JUDGMENT IN LOCATING STORAGE AREAS AND FUEL DEPOTS;

(B) LOCATE TOILETS PROPERLY;

(A) MINIMIZE THE AMOUNT OF EXPOSED ERODIBLE EARTH;

- THE CONTRACTOR SHALL EXERCISE ADDITIONAL PRECAUTIONS AS FOLLOWS:

CONTRACTING OFFICER DURING THE LIFE OF THE CONTRACT TO CONTROL WATER POLLUTION;

MEASURES IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND AS DIRECTED BY THE

- TEMPORARY WATER POLLUTION AND SOIL EROSION CONTROLS-THE CONTRACTOR SHALL PROVIDE TEMPORARY CONTROL

APPROVED DUST CONTROL PALLIATIVES AS DIRECTED;

TO MINIMIZE FUGITIVE DUST. ALL WORK AREAS CAUSING FUGITIVE DUST SHALL BE TREATED WITH CALCIUM CHLORIDE OR OTHER

- NO BURNING IN ANY MANNER WILL BE PERMITTED ON THIS PROJECT. IN ADDITION, THE CONTRACTOR SHALL TAKE PRECAUTIONS

ISSUED PURSUANT TO THE CLEAN AIR ACT OF 1970;

- AIR POLLUTION CONTROL-THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS, ORDERS, OR REGULATIONS

AREA DURING THE DEVELOPMENT OF THIS PROJECT:

THE FOLLOWING CONTROLS SHALL BE ADHERED TO IN AN EFFORT TO MAINTAIN THE QUALITY OF THE ENVIRONMENT IN THE PROJECT

THE WORK, MATERIALS, EMPLOYEES, OR CONTRACT.

BEEN OR MAY BE PROMULGATED OR ENACTED BY ANY LEGAL BODIES OR TRIBUNALS HAVING AUTHORITY OR JURISDICTION OVER

THE CONDUCT OF THE WORK OR APPLYING TO EMPLOYEES ON THE PROJECT, AS WELL AS ALL ORDERS OR DECREES WHICH HAVE

LAWS, ORDINANCES AND REGULATIONS CONCERNING ENVIRONMENTAL AND/OR POLLUTION CONTROLS IN ANY MANNER AFFECTING

4. ENVIRONMENTAL CONTROL - THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH ALL FEDERAL STATE, AND LOCAL

3. USE OF EXPLOSIVES - THE USE OF EXPLOSIVES WILL NOT BE PERMITTED.

ACCORDANCE WITH THE CONTRACT SPECIFICATION SECTION 02 42 00 - DISPOSAL OF MATERIALS.

2. REMOVAL AND DISPOSAL OF EXISTING MATERIALS - ALL JOB REMOVAL AND DISPOSAL OF DESIGNATED MATERIAL SHALL BE IN

AND INSTALL ITEMS AS SHOWN ON THE CONTRACT DRAWINGS AT NO ADDITIONAL COST TO THE GOVERNMENT.

THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL PROVIDE ALL ENGINEERING AND SURVEY SERVICES NECESSARY TO LOCATE

1. CONTRACT SPECIFICATIONS - ALL WORK DONE AND MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH

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M O a a

G -1

.d g n

-J

U N -2

50:1

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

S O

U T

H P

A R

K T

O W

N S

A L L E

G H

E N

Y C

O U

N T

Y P

M O

N O

N G

A H

E L

A R

E R B

A S

K R

U N

P L E

A S

A N

T H

L S A

U T

H O

C A

P S

E C

T R

E A

M B

A N

K P

R O

T E

C T

N P

R O J E

C T

W N

CERTIFIED FINAL DOCUMENTS

PROPERTY LINE

BOUNDARY

FEMA 100-YEAR FLOODPLAIN

FEMA FLOODWAY BOUNDARY

RAILROADS, ETC.)

C R

A T

T Y

G-1005

G E

N E

R A

L S

E P

L A

C H

A N

D O

50' 100'0

SCALE: 1"=50'

TREATMENT FACILITY

WASTEWATER

MUNICIPAL AUTHORITY

PLEASANT HILLS

PARCEL ID: 0563-N-00395-0000-01

PITTSBURGH AND WEST VIRGINIA RAILROAD COMPANY

N/F

NOTES:

SYMBOLS, SEE SHEET G-0003.

2. FOR ABBREVIATIONS AND ADDITIONAL LEGEND

1. FOR GENERAL NOTES, SEE SHEET G-0004.

E X

G C

O N

N S

J .C

M S

GENERAL SITE PLAN - EXISTING CONDITIONS

SCALE: 1" = 50'

LEGEND

/s J

O H

N R

U S

N A

K P .E

U N

95095

950 950

95095

950 950

980980

990990

LIGHTS

FP w/

W A

L L

A C

E R

O A

MILL

ROAD

COCHRANS

LICK

RUN

PLANT ACCESS ROAD

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

A R

C H S

T R

E E

T (P

A T

PARCEL ID: 1138-R-00396-0000-02

BALTIMORE AND OHIO RAILROAD COMPANY

N/F

BOUNDARY

FLOODWAY

FEMA

BOUNDARY

FLOODWAY

FEMA

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

GABION WALL

EXISTING

GABION WALL

EXISTING

GABION WALL

EXISTING

PARCEL ID: 0769-F-00010-0000-00

PLEASANT HILLS AUTHORITY

N/F

PARCEL ID: 0769-G-00030-0000-01

PLEASANT HILLS AUTHORITY

N/F

PARCEL ID: 0769-B-00052-0000-00

UNITED STATES OF AMERICA

N/F

PARCEL ID: 0769-L-00150-0000-00

GARY J. AND JOANNE M. (W) PITSCHMAN

N/F

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

H4TSDBAC

M O a a

G -1

.d g n

-J

U N -2

50:1

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

S O

U T

H P

A R

K T

O W

N S

A L L E

G H

E N

Y C

O U

N T

Y P

M O

N O

N G

A H

E L

A R

E R B

A S

K R

U N

P L E

A S

A N

T H

L S A

U T

H O

C A

P S

E C

T R

E A

M B

A N

K P

R O

T E

C T

N P

R O J E

C T

W N

CERTIFIED FINAL DOCUMENTS

PROPERTY LINE

CONTRACTOR WORK LIMITS

BOUNDARY

FEMA 100-YEAR FLOODPLAIN

FEMA FLOODWAY BOUNDARY

RAILROADS, ETC.)

C R

A T

T Y

G-1006

G E

N E

R A

L S

E P

L A

H C

O N

T R

A C

T O

R W

O R

K L

C H

A N

D O

50' 100'0

SCALE: 1"=50'

GENERAL SITE PLAN WITH CONTRACTOR WORK LIMITS

SCALE: 1" = 50'

TREATMENT FACILITY

WASTEWATER

MUNICIPAL AUTHORITY

PLEASANT HILLS

PARCEL ID: 0563-N-00395-0000-01

PITTSBURGH AND WEST VIRGINIA RAILROAD COMPANY

N/F

NOTES:

SYMBOLS, SEE SHEET G-0003.

2. FOR ABBREVIATIONS AND ADDITIONAL LEGEND

1. FOR GENERAL NOTES, SEE SHEET G-0004.

J .C

M S

LEGEND

/s J

O H

N R

U S

N A

K P .E

U N

95095

950 950

S S

LIGHTS

FP w/

W A

L L

A C

E R

O A

MILL

ROAD

COCHRANS

LICK

RUN

PLANT ACCESS ROAD

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

A R

C H S

T R

E E

T (P

A T

PARCEL ID: 1138-R-00396-0000-02

BALTIMORE AND OHIO RAILROAD COMPANY

N/F

BOUNDARY

FLOODWAY

FEMA

BOUNDARY

FLOODWAY

FEMA

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

GABION WALL

EXISTING

GABION WALL

EXISTING

PROTECTION

AREAS OF STREAMNBANK

PROTECTION

AREAS OF STREAMNBANK

PARCEL ID: 0769-F-00010-0000-00

PLEASANT HILLS AUTHORITY

N/F

PARCEL ID: 0769-G-00030-0000-01

PLEASANT HILLS AUTHORITY

N/F

PARCEL ID: 0769-B-00052-0000-00

UNITED STATES OF AMERICA

N/F

PARCEL ID: 0769-L-00150-0000-00

GARY J. AND JOANNE M. (W) PITSCHMAN

N/F

HYD

SEE DETAIL 3, SHEET C-5014 FOR THIS LENGTH OF WALL

NEW CONCRETE BLOCK RETAINING WALL (100'-0")

CLARIFIER

CHRANS M

ILL RO

ETAIN

G W

ALL (EXISTIN

RETAINING

ALL (EXISTING

K R

U N

V C

INV: 904.58

T E

E L

INV: 901.64

GRASS

GRAVEL

PAVEMENT

ASPHALT

BUILDING

MAINTENANCE

BUILDING

CONTROL

HEADWORKS

GRASS

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

A R

C H S

T R

E E

A T

PROTECTION

BASKET STREAMBANK

EXISTING GABION

FENCE

SECURITY

CHAIN-LINK

EXISTING

R C P P

N T

E N T L

INV: 904.6±

BUILDING

HEADWORKS

0+800+901+001+101+201+30

E L E

V A

0+100+200+300+400+500+600+701+902+00 1+401+501+601+701+80

2+102+202+302+402+502+602+702+80

TOP OF EXISTING BANK

TOE OF EXISTING SLOPE

AT WORK BASELINE

EXISTING GRADE

ELEVATION

FLOOD

FEMA 100-YEAR

E L E

V A

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

H4TSDBAC

M O a a

C -1

.d g n

-J

U N -2

10:1

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

S O

U T

H P

A R

K T

O W

N S

A L L E

G H

E N

Y C

O U

N T

Y P

M O

N O

N G

A H

E L

A R

E R B

A S

K R

U N

P L E

A S

A N

T H

L S A

U T

H O

C A

P S

E C

T R

E A

M B

A N

K P

R O

T E

C T

N P

R O J E

C T

W N

CERTIFIED FINAL DOCUMENTS

0+ .5

2+00

0+ .0

2+00

BASELINE

CONTROL

BASELINE

WORK

0 10' 20'

SCALE: 1"=10'

E 1347891.97

N 361711.69

POB STA 0+12.58

E 1347896.61

N 361731.15

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

ADDITIONAL INFORMATION

SHEET C-5014 FOR

RETAINING WALL - SEE

NEW CONCRETE BLOCK

NOTES:

PLAN - STA 0+10 TO STA 2+80

SCALE: 1" = 10'

PROFILE - STA 0+10 TO STA 2+80

SCALE: 1" = 10'

C R

A T

T Y

C-1001

P L

A N A

N D P

R O

S T

A T

O S

T A

U P

S T

R E

A M W

O R

K A

R E

H U

F F

M A

E 1348029.87

N 361625.22

PI STA 1+96.11

BY CONTRACTOR

TO BE REMOVED

E 1348011.21

N 361683.23

PI STA 1+35.17

S T

T R

E A T

M E

N T

B E

A L L E

N D

S T

B L O

C K W

A L L

B E

O N

C R

E T E

T R

E A T

M E

N T

E N

D W

A L L E

N D

DOC = 286°28'44"

TANGENT LENGTH = 11.26'

DELTA = 58°44'52" R

RADIUS = 20.00'

PI STA 1+46.43

E 1348026.80

N 361700.07

P C S

T A

P T S

T A

P C S

T A

PI STA 2+35.90

E 1348054.81

N 361612.98

DOC = 19°05'55"

TANGENT LENGTH = 39.14'

DELTA = 14°52'04" R

RADIUS = 300.00'

P T S

T A

S T A

T R E

A T

M E

N T

B E

A L L E

N D

B L O

C K W

A L L

E N

D C

O N

C R E T E

S T A

T R E

A T

M E

N T

E N

D W

A L L E

N D

DETAIL 4, SHEET C-5014 FOR THIS LENGTH OF WALL

NEW CONCRETE BLOCK RETAIN WALL (10'-0") - SEE

DETAIL 2, SHEET C-5014 FOR THIS LENGTH OF WALL

NEW CONCRETE BLOCK RETAIN WALL (20'-0") - SEE

TOE PROTECTION

NEW R-6 RIPRAP

SHEET C-5015

TREATMENT - SEE DETAIL 2,

NEW R-6 RIPRAP WALL END

SLOPE (ABOVE WALL)

NEW VEGETATED

FOR DETAILS)

(SEE SHEET C-5017

SECURITY FENCE

NEW CHAIN-LINK

BLOCK RETAINING WALL

BOTTOM OF NEW CONCRETE

G U

SEE NOTE 8

SEE NOTE 9

(SEE NOTE 8)

THROUGH WALL

4" DRAIN PIPE

SLOPE (ABOVE WALL)

NEW VEGETATED

DETAIL 2, SHEET C-5015

TREATMENT - SEE

RIPRAP WALL END

BID OPTION 2 - NEW R-6

OF IN ACCORDANCE WITH NOTES ON SHEET X-0008.

THE LIMITS OF EXCAVATION FOR THE NEW WALL AND DISPOSE

CONTRACTOR SHALL REMOVE THE EXISTING DRAIN PIPE TO

OF AN ONGOING CONSTRUCTION CONTRACT AT THE PLANT.

9. EXISTING 4" PVC DRAIN PIPE HAS BEEN ABANDONED AS PART

AND ENSURE POSITIVE DRAINAGE.

BE LOWERED AS NECESSARY TO ACCOMODATE WALL DESIGN

ATION SHALL EITHER MATCH EXISTING INVERT ELEVATION OR

DRAIN PIPE INTO THE BLOCK WALL DESIGN. PIPE INVERT ELEV-

CONSTRUCTION. CONTRACTOR SHALL INCORPORATE EXISTING

TEMPORARILY REMOVE PIPE AS NECESSARY TO ACCOMODATE

8. EXISTING 4" PVC DRAIN PIPE TO REMAIN. CONTRACTOR SHALL

STA 1+00 TO STA 1+10 IS NOT REQUIRED.

OPTION 2 IS AWARDED, THEN END WALL TREATMENT FROM

STA 1+00 TO STA 1+10 (SEE DETAIL 2, SHEET C-5015). IF BID

BASE BID NEW WALL END TREATMENT SHALL EXTEND FROM

7. BASE BID WALL END TREATMENT NOT SHOWN FOR CLARITY.

WALL.

EXISTING ALIGNMENT WITH 1'-0" MINIMUM OFFSET FROM NEW

ACCOMMODATE CONSTRUCTION. REINSTALL FENCE ALONG

6. REMOVE EXISTING CHAIN-LINK FENCE AS NECESSARY TO

EXCAVATION NOT SHOWN FOR CLARITY.

5. BELOW-GROUND TREATMENT MEASURES AND LIMITS OF

SEE SHEET G-0003.

4. FOR ABBREVIATIONS AND ADDITIONAL LEGEND SYMBOLS,

3. FOR GENERAL NOTES, SEE SHEET G-0004.

2. FOR TYPICAL RETAINING WALL DETAILS, SEE SHEET C-5014.

SEE SHEETS C-3006 THROUGH C-3008.

1. FOR UPSTREAM WORK AREA CROSS-SECTIONS,

M A T C

H L

E S

H E E T C -1

/s S

A R

A H J

S E

N D

A P .E

SHEET C-5014 FOR THIS LENGTH OF WALL

RETAINING WALL (50'-0") - SEE DETAIL 1,

BID OPTION 2 - NEW CONCRETE BLOCK

WORK LIMITS

CONTRACTOR

U N

C-5014 FOR THIS LENGTH OF WALL

WALL (30'-0") - SEE DETAIL 1, SHEET

NEW CONCRETE BLOCK RETAINING

SECTION OF WALL

INFORMATION ON THIS

SEE NOTE 7 FOR ADDITIONAL

TOP OF EXISTING BANK

AT WORK BASELINE

EXISTING GRADETOE OF EXISTING SLOPE

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

FLOOD ELEVATION

FEMA 100-YEAR

FENCE

SECURITY

CHAIN-LINK

EXISTING

2+903+00 2+803+103+203+303+904+00 3+403+503+603+703+804+104+204+304+905+00 4+404+504+604+704+805+105+205+305+405+50

E L E

V A

E L E

V A

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

H4TSDBAC

M O a a

C -1

.d g n

-J

U N -2

10:1

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

S O

U T

H P

A R

K T

O W

N S

A L L E

G H

E N

Y C

O U

N T

Y P

M O

N O

N G

A H

E L

A R

E R B

A S

K R

U N

P L E

A S

A N

T H

L S A

U T

H O

C A

P S

E C

T R

E A

M B

A N

K P

R O

T E

C T

N P

R O J E

C T

W N

C R

A T

T Y

0 10' 20'

SCALE: 1"=10'

3+00

4+00 5+00

3+00

4+00 5+00

M A

T C

H L

E S

E E S

H E

E T C -1

C-1002

P L

A N A

N D P

R O

S T

A T

O S

T A

PLAN - STA 2+80 TO STA 5+50

SCALE: 1" = 10'

PROFILE - STA 2+80 TO STA 5+50

SCALE: 1" = 10'

PI STA 4+93.22

E 1348068.11

N 361355.57

DOC = 28°38'52"

TANGENT LENGTH = 19.30'

DELTA = 05°31'47" R

RADIUS = 200.00'

M A

T C

H L

E S

E E S

H E

E T C -1

NOTES:

SEE SHEET G-0003.

2. FOR ABBREVIATIONS AND ADDITIONAL LEGEND SYMBOLS,

FOR GENERAL NOTES, SEE SHEET G-0004. 1.

H U

F F

M A

TREATMENT

WALL END

ACCOMMODATE

AS REQUIRED TO

RELOCATE FENCE

G U

/s S

A R

A H J

S E

N D

A P .E

U N

S S

SSS

COCHRANS MILL ROAD

LICK RUN

FLOW

RETAINING WALL (EXISTING)

PAVEMENT

ASPHALT

BUILDING

MAIN EQUIPMENT

PUMPING STATION PS-3

WET WEATHER

DIGESTER

SLUDGE

PAVEMENT

ASPHALT

900 900

" C

M P

INV: 902.68

" P

V C

INV: 908.15

V C

INV: 907.22

V C

P C S

T A

6P T S

T A

E 1348043.80

N 361355.49

PI STA 4+66.20

BASELINE

CONTROL

BASELINE

WORK

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

S T

T R

E A

T M

E N

T E

N D W

A L L E

5+90 5+505+605+705+80 6+006+106+206+306+90 6+406+506+606+706+80 7+007+107+207+307+90 7+407+507+607+707+80 8+008+108+20

E L E

V A

E L E

V A

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

H4TSDBAC

M O a a

C -1

.d g n

-J

U N -2

10:1

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

S O

U T

H P

A R

K T

O W

N S

A L L E

G H

E N

Y C

O U

N T

Y P

M O

N O

N G

A H

E L

A R

E R B

A S

K R

U N

P L E

A S

A N

T H

L S A

U T

H O

C A

P S

E C

T R

E A

M B

A N

K P

R O

T E

C T

N P

R O J E

C T

W N

CERTIFIED FINAL DOCUMENTS

L U

D G

E D

R Y

G B

E D D

R A

8" SLUDGE DRYING BED DRAIN

36" DIP (STAGE 2 INFLUENT)

AT WORK BASELINE

EXISTING GRADETOE OF EXISTING SLOPE

FLOOD ELEVATION

FEMA 100-YEAR

TOP OF EXISTING BANK

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

0 10' 20'

SCALE: 1"=10'

6+00

7+00 8+00

6+00

7+00

8+00

M A

T C

H L

E S

E E S

H E

E T C -1

PLAN - STA 5+50 TO STA 8+20

SCALE: 1" = 10'

PROFILE - STA 5+50 TO STA 8+20

SCALE: 1" = 10'

PI STA 5+69.52

E 1348064.69

N 361279.33

DOC = 28°38'52"

TANGENT LENGTH = 16.83'

DELTA = 09°37'21" L

RADIUS = 200.00'M

T C

H L

E S

E E S

H E

E T C -1

H U

F F

M A

C R

A T

C-1003

W N

S T

R E

A M W

O R

K A

R E

P L

A N A

N D P

R O

S T

A T

O S

T A

G U

/s S

A R

A H J

S E

N D

A P .E

U N

COCHRANS MILL ROAD

DIGESTER

SLUDGE

RETAINING WALL (EXISTING)

DRIVEWAY

GRAVEL

900 900

G U

Y W

DRYING BEDS

SLUDGEDRYING BEDS

SLUDGE

GRASS

LICK RUN

FLOW

DRYING BEDS

SLUDGE

DRYING BEDS

SLUDGE

GRASS

REMAIN (THIS AREA)

PROTECTION TO

BASKET STREAMBANK

EXISTING GABION

PROTECTION

BASKET STREAMBANK

EXISTING GABION

FENCE

SECURITY

CHAIN-LINK

EXISTING

WORK LIMITS

CONTRACTOR

E 1348065.03

N 361113.34

PI STA 7+10.26

PI STA 5+43.38

E 1348040.34

N 361278.38

WORK LIMITS

CONTRACTOR

BASELINE

CONTROL

P C S

T A

P T S

T A

P C S

T A

P T S

T A

PI STA 7+08.04

E 1348081.70

N 361141.78

DOC = 14°19'26"

TANGENT LENGTH = 82.03'

DELTA = 23°10'41" L

RADIUS = 400.00'

BASELINE

WORK

P I S

T A

S T

T R

E A

T M

E N

T B

E G

A L L E

N D

S T

B L

O C

K W

A L L

B E

O N

C R

E T

R E

A T

M E

N T

E N

D W

A L L E

N D

WORK LIMITS

CONTRACTOR

IN WORK AREA

BY CONTRACTOR

TO BE REMOVED

SHEET C-5015

TREATMENT - SEE DETAIL 2,

NEW R-6 RIPRAP WALL END

1. FOR DOWNSTREAM WORK AREA NOTES, SEE SHEET C-1004.

SEE DETAIL 5, SHEET C-5014 FOR THIS LENGTH OF WALL

NEW CONCRETE BLOCK RETAINING WALL (60'-0")

TRANSITION ZONE (40'-0")

WALL END TREATMENT AND

SEE DETAIL 1, SHEET C-5015

NEW R-6 RIPRAP SLOPE STABILIZATION (70'-0")

TRANSITION ZONE (40'-0")

WALL END TREATMENT AND

SEE DETAIL 6, SHEET C-5014 FOR THIS

NEW CONCRETE BLOCK RETAINING WALL (50'-0")

FLOW

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

M A

T C

H L

E S

H E

E T C -1

GROUT

SLAB WITH 350 PSI SLUSH

VOID UNDER CONCRETE

CONTRACTOR SHALL FILL

LICK RUN

" C

P P

R C

COCHRANS MILL ROAD

COCHRANS MIL

L ROAD

INV OUT: 906.27

INV IN: 906.29

TOP: 907.63

INLET

PROTECTION

BASKET STREAMBANK

EXISTING GABION

PIPING

CLARIFIER BYPASS

EXISTING 36" DIP

WATER SUPPLY

EXISTING 3" DIP

AERATION TANKS

STAGE 2

GRASS

TOE OF EXISTING SLOPEAT WORK BASELINE

EXISTING GRADE

TOP OF EXISTING BANK

FENCE

SECURITY

CHAIN-LINK

EXISTING

TANK

CLARIFYING

ELEVATION

FLOOD

FEMA 100-YEAR

8+208+308+90 8+408+508+608+708+80 9+009+109+209+309+90 9+409+509+609+709+80 10+0010+1010+2010+3010+4010+5010+6010+7010+8010+90

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®of Engineers

US Army Corps

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C-1004

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0 10' 20'

SCALE: 1"=10'

PLAN - STA 8+20 TO STA 10+90

SCALE: 1" = 10'

PROFILE - STA 8+20 TO STA 10+90

SCALE: 1" = 10'

BASELINE

CONTROL

BASELINE

WORK

E 1348137.92

N 361012.74

PI STA 8+34.49

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

P C S

T A

4P T S

T A

PI STA 8+69.83

E 1348163.18

N 360999.42

DOC = 28°38'52"

TANGENT LENGTH = 10.59'

DELTA = 06°03'42" L

RADIUS = 200.00'

P C S

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(1 .7

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BY CONTRACTOR

TO BE REMOVED

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O R

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M A

LENGTH OF WALL

TOE PROTECTION

NEW R-6 RIPRAP

TOE PROTECTION

NEW R-6 RIPRAP

BLOCK RETAINING WALL

BOTTOM OF NEW CONCRETE

DETAIL 7, SHEET C-5014 FOR THIS LENGTH OF WALL

NEW CONCRETE BLOCK RETAINING WALL (20'-0") - SEE

FOR DETAILS)

(SEE SHEET C-5017

SECURITY FENCE

NEW CHAIN-LINK

BLOCK RETAINING WALL

BOTTOM OF NEW CONCRETE

ACCOMMODATE CONSTRUCTION.

8. REMOVE EXISTING CHAIN-LINK FENCE AS NECESSARY TO

EXCAVATION NOT SHOWN FOR CLARITY.

7. BELOW-GROUND TREATMENT MEASURES AND LIMITS OF

6. FOR TYPICAL TRANSITION ZONE DETAIL, SEE SHEET C-5016.

TREATMENT DETAILS, SEE SHEET C-5015.

5. FOR TYPICAL RIPRAP SLOPE STABILIZATION AND WALL END

4. FOR TYPICAL RETAINING WALL DETAILS, SEE SHEET C-5014.

SHEETS C-3009 THROUGH C-3013.

3. FOR DOWNSTREAM WORK AREA CROSS-SECTIONS, SEE

SEE SHEET G-0003.

2. FOR ABBREVIATIONS AND ADDITIONAL LEGEND SYMBOLS,

1. FOR GENERAL NOTES, SEE SHEET G-0004.

G U

SLOPE (ABOVE WALL)

NEW VEGETATED SLOPE (ABOVE WALL)

NEW VEGETATED

ADDITIONAL INFORMATION

SHEET C-5014 FOR

RETAINING WALL - SEE

NEW CONCRETE BLOCK

ADDITIONAL INFORMATION

SHEET C-5014 FOR

RETAINING WALL - SEE

NEW CONCRETE BLOCK

SLOPE (ABOVE WALL)

NEW VEGETATED

SLOPE (ABOVE WALL)

NEW VEGETATED

/s S

A R

A H J

S E

N D

A P .E

U N

SEE DETAIL 3, SHEET C-5015

BID OPTION 1 - NEW R-6 RIPRAP SLOPE STABILIZATION (110'-0")

TRANSITION ZONE

BID OPTION 1 - 30'-0"

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

LICK RUN

FLOW

BYPASS PIPING

CLARIFIER

EXISTING 36" DIP

TANK

CLARIFYING

V C

POND

INV = 898.92

INV = 893.54

CHRANS

PROTECTION

BASKET STREAMBANK

EXISTING GABION

GRASS

TOP OF EXISTING BANK

TOE OF EXISTING SLOPE

AT WORK BASELINE

EXISTING GRADE

FENCE

SECURITY

CHAIN-LINK

EXISTING

FENCE

SECURITY

CHAIN-LINK

EXISTING

ELEVATION

FLOOD

FEMA 100-YEAR

11+00 10+90 12+00 11+1011+2011+3011+4011+5011+6011+7011+8011+90 13+00 12+1012+2012+3012+4012+5012+6012+7012+8012+9013+1013+2013+30

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®of Engineers

US Army Corps

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M A T C

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E E S

H E E T C -1

C-1005

P L

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0 10' 20'

SCALE: 1"=10'

PLAN - STA 10+90 TO STA 13+30

SCALE: 1" = 10'

PROFILE - STA 10+90 TO STA 13+30

SCALE: 1" = 10'

BASELINE

CONTROL

BASELINE

WORK

S T

E 1348269.84

N 360800.38

PI STA 10+84.49

E 1348281.05

N 360721.70

PI STA 11+63.97

E 1348259.86

N 360638.74

PI STA 12+49.58

P T S

T A

E 1348338.72

N 360747.96

DOC = 32°44'26"

TANGENT LENGTH = 105.92'

DELTA = 62°22'14" R

RADIUS = 175.00'

PI STA 11+76.48

P C S

T A

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

E 1348258.88

N 360594.26

DOC = 45°50'12"

TANGENT LENGTH = 35.33'

DELTA = 31°33'44" R

RADIUS = 125.00'

PI STA 13+28.34

A .0

T O R

R A P S

L O P E

B E

R A

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B L O

C K W

A L L

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L O

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M A

SHEET C-1004.

2. FOR ADDITIONAL DOWNSTREAM WORK AREA NOTES, SEE

AS WELL AS SLOPE STABILITY CONCERNS.

12+50 DUE TO POND LOCATED UPSLOPE AT THIS LOCATION,

1. NO WORK PERMITTED BEYOND WORK BASELINE STATION

D O

W N

S T

R E

A M W

O R

K A

R E

FOR DETAILS)

(SEE SHEET C-5017

SECURITY FENCE

NEW CHAIN-LINK

DETAIL 7, SHEET C-5014 FOR THIS LENGTH OF WALL

NEW CONCRETE BLOCK RETAINING WALL (20'-0") - SEE

BLOCK RETAINING WALL

BOTTOM OF NEW CONCRETE

G U

SLOPE (ABOVE WALL)

NEW VEGETATED

(SEE DETAIL 1, SHEET C-5016)

DETAIL 2, SHEET C-5015

TREATMENT (10'-0") - SEE

NEW R-6 RIPRAP WALL END

/s S

A R

A H J

S E

N D

A P .E

U N

CONTROL BUILDING

EXISTING HEADWORKS

CONTROL BUILDING

EXISTING HEADWORKS

3'-0"

(PLANNED) BY OTHERS

ASPHALT DRIVE

3'-0"

BY OTHERS

ASPHALT DRIVE (PLANNED)

BY OTHERS

BUILDING (PLANNED)

3'-0"

BY OTHERS

ASPHALT DRIVE (PLANNED)

BY OTHERS

BUILDING (PLANNED)

3'-0"

S O

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M Y C

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®of Engineers

US Army Corps

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CERTIFIED FINAL DOCUMENTS

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

DEPTH UNKNOWN)

TO PLANT (ACTUAL

RAW SEWAGE PIPE

EXISTING 33" RCP

WORK B

GROUND

EXISTING LINK FENCE

EXISTING 6' CHAIN-

T/BANK

ELEVATION (913.1±)

FEMA 100-YEAR FLOOD

TOE OF SLOPE

DETAIL 2, SHEET C-5015

TREATMENT - SEE

R-6 RIPRAP WALL END

STA 0+50.00 (START OF U/S STREAMBANK PROTECTION WORK AND WALL END TREATMENT)

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 1+40

890 890

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

LWORK B

BASKET WALL

EXISTING GABION

GROUND

EXISTING

ELEVATION (911.8±)

FEMA 100-YEAR FLOOD

TOE OF SLOPE

T/BANK

TO BE REMOVED

T/WALL ELEV = 909.5

DETAIL 2, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 1+20

GROUND

EXISTING

LWORK B

BASKET WALL

EXISTING GABION

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

T/BANK

ELEVATION (912.1±)

FEMA 100-YEAR FLOOD

UNKNOWN)

PIPE TO PLANT (ACTUAL DEPTH

EXISTING 33" RCP RAW SEWAGE

TO BE REMOVED

T/WALL ELEV = 909.5

DETAIL 1, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

890890

SLOPE

TOE OF

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 1+00

LWORK B

GROUND

EXISTING

BY OTHERS

BY-PASS (PLANNED)

36" DIP WET WEATHER

BY OTHERS

PIPE (PLANNED

15" HDPE STORM

T/BANK

ELEVATION (912.3±)

FEMA 100-YEAR FLOOD

T/WALL ELEV = 909.5

DETAIL 1, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

890890

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

EXPANSION WORK (BY OTHERS)

PLACE AS PART OF PLANNED PLANT

DESIGNATED TO BE ABANDONED IN

TO PLANT (ACTUAL DEPTH UNKNOWN);

EXISTING 33" RCP RAW SEWAGE PIPE

WATER ELEV (901.2'±)

EXISTING NORMAL

TOE OF SLOPE

WATER ELEV (901.4'±)

PROPOSED NORMAL

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

L E

V A

STA 0+80

LWORK B

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

BY OTHERS

BY-PASS (PLANNED)

36" DIP WET WEATHER

GROUND

EXISTING

T/BANK

ELEVATION (912.5±)

FEMA 100-YEAR FLOOD

TOE OF SLOPE

T/WALL ELEV = 909.5

DETAIL 1, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

890 890

EXPANSION WORK (BY OTHERS)

PLACE AS PART OF PLANNED PLANT

DESIGNATED TO BE ABANDONED IN

TO PLANT (ACTUAL DEPTH UNKNOWN);

EXISTING 33" RCP RAW SEWAGE PIPE

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

LWORK B

GROUND

EXISTING

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

T/BANK

ELEVATION (912.7±)

FEMA 100-YEAR FLOOD

TOE OF SLOPE

T/WALL ELEV = 909.5

DETAIL 1, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

890890

EXPANSION WORK (BY OTHERS)

PLACE AS PART OF PLANNED PLANT

DESIGNATED TO BE ABANDONED IN

TO PLANT (ACTUAL DEPTH UNKNOWN);

EXISTING 33" RCP RAW SEWAGE PIPE

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

BY OTHERS

(PLANNED)

CHAMBER

DIVERSION

STA 0+60.00 (END OF WALL END TREATMENT; START OF RETAINING WALL)

O S

S S

E C

N S

C R

A T

T Y

0 10' 20'

SCALE: 1"=10'

U/S WORK AREA CROSS-SECTIONS - SHEET 1 OF 3

SCALE: 1" = 10'

U /S W

O R

K A

R E

S H

E E

T O

C-3006

H U

F F

M A

G U

/s S

A R

A H J

S E

N D

A P .E

U N

MILL ROAD

COCHRANS

CONTROL BUILDING

EXISTING HEADWORKS

1'-6"

BUILDING (EXISTING)

MAINTENANCE

MILL ROAD

COCHRANS

BUILDING (EXISTING)

MAINTENANCE

MILL ROAD

COCHRANS

2'-3"

BUILDING (EXISTING)

MAINTENANCE

MILL ROAD

COCHRANS

4'-3"

MILL ROAD

COCHRANS

ASPHALT DRIVEWAY

5'-0"

MILL ROAD

COCHRANS

CONTROL BUILDING

EXISTING HEADWORKS

1'-6"

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 1+80

890 890

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

LWORK B

BASKET WALL

EXISTING GABION

T/BANK

ELEVATION (911.1±)

FEMA 100-YEAR FLOOD

TO BE REMOVED

T/WALL ELEV = 909.5

DETAIL 3, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

SLOPE

TOE OF

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 2+00

890 890

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

LWORK B

BASKET WALL

EXISTING GABION

ELEVATION (910.7±)

FEMA 100-YEAR FLOOD

SLOPE

TOE OF

TO BE REMOVED

T/BANK

T/WALL ELEV = 909.5

DETAIL 3, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 2+20

890 890

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

LWORK B

BASKET WALL

EXISTING GABION

ELEVATION (910.4±)

FEMA 100-YEAR FLOOD

SLOPE

TOE OF

TO BE REMOVED

T/BANKT/WALL ELEV = 909.5

DETAIL 3, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 2+40

890 890

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

BASKET WALL

EXISTING GABION

LWORK B

ELEVATION (910.0±)

FEMA 100-YEAR FLOOD

SLOPE

TOE OF

TO BE REMOVED

T/BANKT/WALL ELEV = 909.5

DETAIL 3, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 2+60

890 890

LWORK B

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

DEPTH UNKNOWN)

TO PLANT (ACTUAL

RAW SEWAGE PIPE

EXISTING 33" RCP

MANHOLE

EXISTING

ELEVATION (909.7±)

FEMA 100-YEAR FLOOD

SLOPE

TOE OF

T/BANK

T/WALL ELEV = 909.5

DETAIL 3, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

S O

A T

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D E

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C T N

C H

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SHEET ID

U .S

A R

M Y C

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P S O

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®of Engineers

US Army Corps

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H4TSDBAC

M O a a

C -3

.d g n

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U N -2

10:1

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

S O

U T

H P

A R

K T

O W

N S

A L L E

G H

E N

Y C

O U

N T

Y P

M O

N O

N G

A H

E L

A R

E R B

A S

K R

U N

P L E

A S

A N

T H

L S A

U T

H O

C A

P S

E C

T R

E A

M B

A N

K P

R O

T E

C T

N P

R O J E

C T

W N

CERTIFIED FINAL DOCUMENTS

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 1+60

890 890

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

LWORK B

T/BANK

ELEVATION (911.5±)

FEMA 100-YEAR FLOOD T/WALL ELEV = 909.5

DETAIL 3, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

BASKET WALL

EXISTING GABION

TO BE REMOVED

SLOPE

TOE OF

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

O S

S S

E C

N S

C R

A T

T Y

0 10' 20'

SCALE: 1"=10'

U/S WORK AREA CROSS-SECTIONS - SHEET 2 OF 3

SCALE: 1" = 10'

U /S W

O R

K A

R E

S H

E E

T O

C-3007

H U

F F

M A

G U

/s S

A R

A H J

S E

N D

A P .E

U N

MILL ROAD

COCHRANS

ASPHALT DRIVEWAY

5'-9"

MILL ROAD

COCHRANS

ASPHALT DRIVEWAY

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

H4TSDBAC

M O a a

C -3

.d g n

-J

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10:1

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

S O

U T

H P

A R

K T

O W

N S

A L L E

G H

E N

Y C

O U

N T

Y P

M O

N O

N G

A H

E L

A R

E R B

A S

K R

U N

P L E

A S

A N

T H

L S A

U T

H O

C A

P S

E C

T R

E A

M B

A N

K P

R O

T E

C T

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R O J E

C T

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CERTIFIED FINAL DOCUMENTS

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

890 890

LWORK B

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

DEPTH UNKNOWN)

TO PLANT (ACTUAL

RAW SEWAGE PIPE

EXISTING 33" RCP

ELEVATION (909.5±)

FEMA 100-YEAR FLOOD

T/BANK

START AT STA 2+70

(BEYOND WALL)

TREATMENT

RIPRAP END

STA 2+70 (END OF RETAINING WALL; START ENDWALL TREATMENT)

SLOPE

TOE OF

T/WALL ELEV = 909.5

DETAIL 4, SHEET C-5014

AT STATION 2+70) - SEE

RETAINING WALL (END

NEW CONCRETE BLOCK

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

890 890

LWORK B

BY OTHERS

PIPE (PLANNED)

15" HDPE STORM

DEPTH UNKNOWN)

TO PLANT (ACTUAL

RAW SEWAGE PIPE

EXISTING 33" RCP

ELEVATION (909.3±)

FEMA 100-YEAR FLOOD

T/BANK

SLOPE

TOE OF

STA 2+80 (END OF U/S STREAMBANK PROTECTION WORK AND WALL END TREATMENT)

DETAIL 2, SHEET C-5015

STATION 2+80) - SEE

TREATMENT (END AT

R-6 RIPRAP WALL END

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1001

O S

S S

E C

N S

C R

A T

T Y

0 10' 20'

SCALE: 1"=10'

U/S WORK AREA CROSS-SECTIONS - SHEET 3 OF 3

SCALE: 1" = 10'

U /S W

O R

K A

R E

S H

E E

T O

C-3008

H U

F F

M A

G U

/s S

A R

A H J

S E

N D

A P .E

U N

AERATION TANKS

STAGE 2

AERATION TANKS

STAGE 2

DRIVEWAY/PAVEMENT

ASPHALT

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

885 885

890 890

ELEVATION (904.5±)

FEMA 100-YEAR FLOOD

GROUND

EXISTING

LWORK B

LINK FENCE

EXISTING 6' CHAIN-

TOE OF SLOPE BANK PROTECTION

BASKET STREAM-

EXISTING GABION

T/BANK

TO BE REMOVED

STA 8+10 (START OF D/S STREAMBANK PROTECTION WORK)

DETAIL 2, SHEET C-5015

AT STATION 8+10) - SEE

TREATMENT (START

R-6 RIPRAP WALL END

(BY OTHERS)

EXPANSION WORK

PLANNED PLANT

PLACE AS PART OF

TO BE ABANDONED IN

UNKNOWN); DESIGNATED

INFLUENT; ACTUAL DEPTH

EXISTING 36" DIP (STAGE 2

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

H4TSDBAC

M O a a

C -3

.d g n

-J

U N -2

10:1

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

S O

U T

H P

A R

K T

O W

N S

A L L E

G H

E N

Y C

O U

N T

Y P

M O

N O

N G

A H

E L

A R

E R B

A S

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U N

P L E

A S

A N

T H

L S A

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H O

C A

P S

E C

T R

E A

M B

A N

K P

R O

T E

C T

N P

R O J E

C T

W N

CERTIFIED FINAL DOCUMENTS

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

885 885

890 890

LWORK B

(ACTUAL DEPTH UNKNOWN)

EXISTING 3" DIP WATER SUPPLY

ELEVATION (904.1±)

FEMA 100-YEAR FLOODGROUND

EXISTING

TOE OF SLOPE

T/WALL ELEV = 904.0

DETAIL 5, SHEET C-5014

AT STA 8+80) - SEE

RETAINING WALL (END

NEW CONCRETE BLOCK

STA 8+80 (END OF RETAINING WALL)

T/BANK

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1004

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 8+60

885 885

890 890

GROUND

EXISTING LWORK B

T/BANK

(ACTUAL DEPTH UNKNOWN)

EXISTING 3" DIP WATER SUPPLY

ELEVATION (904.2±)

FEMA 100-YEAR FLOOD

TOE OF SLOPE

T/WALL ELEV = 904.0

DETAIL 5, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1004

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 8+40

885 885

890 890

ELEVATION (904.3±)

FEMA 100-YEAR FLOOD

GROUND

EXISTING

LWORK B

T/BANK

SUPPORT STRUCTURE

AERATION TANKS

FACE OF STAGE 2

T/WALL ELEV = 904.0

DETAIL 5, SHEET C-5014

RETAINING WALL - SEE

NEW CONCRETE BLOCK

TOE OF SLOPE

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1004

NEW CHAIN-LINK SECURITY

(BY OTHERS)

EXPANSION WORK

PLANNED PLANT

PLACE AS PART OF

TO BE ABANDONED IN

UNKNOWN); DESIGNATED

INFLUENT; ACTUAL DEPTH

EXISTING 36" DIP (STAGE 2

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

885 885

890 890

ELEVATION (904.5±)

FEMA 100-YEAR FLOOD

GROUND

EXISTING

LWORK B

LINK FENCE

EXISTING 6' CHAIN-

TOE OF SLOPE

BANK PROTECTION

BASKET STREAM-

EXISTING GABION

T/BANK

TO BE REMOVED

STA 8+20 (START OF RETAINING WALL)

T/WALL ELEV = 904.0

DETAIL 5, SHEET C-5014

AT STATION 8+20) - SEE

RETAINING WALL (START

NEW CONCRETE BLOCK

(BY OTHERS)

EXPANSION WORK

PLANNED PLANT

PLACE AS PART OF

TO BE ABANDONED IN

UNKNOWN); DESIGNATED

INFLUENT; ACTUAL DEPTH

EXISTING 36" DIP (STAGE 2

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

885 885

890 890

ELEVATION (904.5±)

FEMA 100-YEAR FLOOD

GROUND

EXISTING

LWORK B

LINK FENCE

EXISTING 6' CHAIN-

TOE OF SLOPE BANK PROTECTION

BASKET STREAM-

EXISTING GABION

T/BANK

TO BE REMOVED

DETAIL 3, SHEET C-5XXX

AT STA 8+10) - SEE

TREATMENT (START

R-6 RIPRAP ENDWALL

STA 8+19 (WALL END TREATMENT)

STA 8+20 CROSS-SECTION)

RETAINING WALL (SEE

NEW CONCRETE BLOCK

DETAIL 2, SHEET C-5015

AT STATION 8+20) - SEE

TREATMENT (END AT

R-6 RIPRAP WALL END

(BY OTHERS)

EXPANSION WORK

PLANNED PLANT

PLACE AS PART OF

TO BE ABANDONED IN

UNKNOWN); DESIGNATED

INFLUENT; ACTUAL DEPTH

EXISTING 36" DIP (STAGE 2

O S

S S

E C

N S

C R

A T

T Y

0 10' 20'

SCALE: 1"=10'

D /S W

O R

K A

R E

S H

E E

T O

D/S WORK AREA CROSS-SECTIONS - SHEET 1 OF 5

SCALE: 1" = 10'

C-3009

H U

F F

M A

G U

/s S

A R

A H J

S E

N D

A P .E

U N

AERATION TANKS

STAGE 2

AERATION TANKS

STAGE 2

AERATION TANKS

STAGE 2

AERATION TANKS

STAGE 2

AERATION TANKS

STAGE 2

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

885 885

890 890

LWORK B

(ACTUAL DEPTH UNKNOWN)

EXISTING 3" DIP WATER SUPPLY

T/BANK

ELEVATION (904.1±)

FEMA 100-YEAR FLOODGROUND

EXISTING

TOE OF SLOPE

STA 8+81 (ENDWALL TREATMENT; START TRANSITION TO RIPRAP SLOPE PROTECTION)

SEE DETAIL 2, SHEET C-5015

TOE AND SLOPE PROTECTION)

(START TRANSITION TO R-6 RIPRAP

R-6 RIPRAP WALL END TREATMENT

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1004

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 9+00

885 885

890 890

T/BANK

TOE OF SLOPE

LWORK B

UNKNOWN)

(ACTUAL DEPTH

WATER SUPPLY

EXISTING 3" DIP

GROUND

EXISTING

ELEVATION (904.0±)

FEMA 100-YEAR FLOOD

SHEET C-5016

PROTECTION - SEE DETAIL 1,

TYPICAL R-6 RIPRAP SLOPE

WALL END TREATMENT AND

BETWEEN CONCRETE BLOCK

R-6 RIPRAP (TRANSITION ZONE

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1004

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

885 885

890 890

TOE OF SLOPE

T/BANKLWORK B

UNKNOWN)

(ACTUAL DEPTH

WATER SUPPLY

EXISTING 3" DIP

GROUND

EXISTING

ELEVATION (903.7±)

FEMA 100-YEAR FLOOD

DETAIL 1, SHEET C-5015

PROTECTION - SEE

STA 9+20) AND NEW TOE

PROTECTION (START AT

NEW R-6 RIPRAP SLOPE

STA 9+20 (END TRANSITION FROM RETAINING WALL; START RIPRAP SLOPE PROTECTION)

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1004

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 9+40

885 885

890 890

TOE OF SLOPE

LWORK B

UNKNOWN)

(ACTUAL DEPTH

WATER SUPPLY

EXISTING 3" DIP

GROUND

EXISTING

ELEVATION (903.5±)

FEMA 100-YEAR FLOOD

T/BANK

SEE DETAIL 1, SHEET C-5015

AND TOE PROTECTION

NEW R-6 RIPRAP SLOPE

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1004

NEW CHAIN-LINK SECURITY

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 9+60

885 885

890 890

T/BANK

TOE OF SLOPE

LWORK B

UNKNOWN)

(ACTUAL DEPTH

WATER SUPPLY

EXISTING 3" DIP

GROUND

EXISTING

ELEVATION (903.2±)

FEMA 100-YEAR FLOOD

SEE DETAIL 1, SHEET C-5015

AND TOE PROTECTION

NEW R-6 RIPRAP SLOPE

C-5017 FOR DETAILS

FOR LOCATION AND SHEET

FENCE - SEE SHEET C-1004

NEW CHAIN-LINK SECURITY

WATER ELEV (893.0'±)

EXISTING NORMAL

WATER ELEV (893.1'±)

PROPOSED NORMAL

30 40 50100 20 60-10-20-30-40-50-60

DISTANCE FROM BASELINE (IN FEET)

E L E

V A

E L E

V A

STA 9+80

885 885

890 890

TOE OF SLOPE

LWORK B

GROUND

EXISTING

ELEVATION (903.0±)

FEMA 100-YEAR FLOOD

T/BANK

SEE DETAIL 1, SHEET C-5015

AND TOE PROTECTION

NEW R-6…

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