Plans_-_Bradys_Run_Final.pdf

PDF 9 MB Posted Jun 12, 2018

Attached to: Bradys Run Bank Stabilization
Solicitation number: w911wn18b8000
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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Plans & Drawings

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File	Type	Posted
Bid_Results.pdf	PDF	Jul 24, 2018
01_22_00.00_10_Am_2.pdf	PDF	Jul 17, 2018
W911WN18B8000-0002.pdf	PDF	Jul 17, 2018
W911WN18B8000_Amendment_0001.pdf	PDF	Jul 11, 2018
Technical_Specifiations.pdf	PDF	Jun 12, 2018
W911WN18B8000_Brady's_Run_Stream_Bank_Protection.pdf	PDF	Jun 12, 2018
Price_Schedule.pdf	PDF	Jun 12, 2018

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Pittsburgh District

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LOCATION

PROJECT

LOCATION

PROJECT

APPROVED BY:

BRANCH CHIEF

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

SECTION CHIEF

APPROVAL RECOMMENDED BY:

DATE

CHIPPEWA TOWNSHIP, PA

STREAM BANK PROTECTION

BRADYS RUN EMERGENCY

BEAVER RIVER BASIN

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CERTIFIED FINAL DOCUMENTS

ISSUE DATE: OCTOBER 2017

CONTRACT NO.:

SOLICITATION NO.: W911WN18B8000

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11-OCT-2017

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MINOR CONTOUR

PROPERTY LINE

CHAINLINK FENCE

ROCK SLOPE PROTECTION

APPROX STREAM LOCATION

GUIDE RAIL

CONTRACTOR WORK LIMITS

ABBREVIATIONS

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GENERAL NOTES

REPRESENT EXISTING FEATURES.

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

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Date:

POCS Serial NO.: 2010 172222-0000

PENNSYLVANIA ONE CALL SYSTEM, INC.

www.pa1call.org

JUNCTION BOX

ELECTRIC TRANFORMER

GAS VALVE

WATER VALVE

GAS METER

SANITARY SEWER MANHOLE

UTILITY POLE W/GUY WIRE

LIGHT POLE

UNIDENTIFIED UTILITY VALVE

SEWER VALVE

BLOW-OFF HYDRANT

FIRE HYDRANT/ECLIPSE

LEGEND

(OWNER AS NOTED)

SANITARY SEWER

& APPROXIMATE PROJECT LIMITS

LIMITS OF DISTURBANCE (NPDES)

UTILITY POLE

BOLLARD/POLE

SURVEY MONUMENT/ CONTROL POINT

ENTRANCE

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WITHOUTW/OUT

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UNITED STATES ARMY CORPS OF ENGINEERSUSACE

TYPICALTYP

TEMPORARYTEMP

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STANDARDSTD

SQUARE FEETSF

POLYVINYL CHLORIDEPVC

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

ON CENTEROC

NOT IN CONTRACTNIC

NATIONAL GEODETIC VERTICAL DATUM 1929NGVD29

NORTH AMERICAN VERTICAL DATUM 1988NAVD88

MISCELLANEOUSMISC

MINIMUMMIN

MAXIMUMMAX

MATERIALMAT'L

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CUBIC FEETCF

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DRAWINGSCONTRACT

NAMEFILE

NUMBER

SHEET

TITLEDRAWING

GENERAL

O35d_B_100_G-0001 G-0001 SHEETCOVER

O35d_B_100_G-0002 G-0002 LEGEND SYMBOLS AND ABBREVIATIONS INDEX, DRAWINGCONTRACT

O35d_B_100_G-0003 G-0003 NOTESGENERAL

CIVIL

O35d_B_204_C-1001 C-1001 PLAN AREA UPSTREAM LIMITS WORKCONTRACTOR

O35d_B_204_C-1002 C-1002 PLAN AREA DOWNSTREAM LIMITS WORKCONTRACTOR

O35d_B_204_C-1003 C-1003 PLAN AREA UPSTREAM CONDITIONSEXISTING

O35d_B_204_C-1004 C-1004 PLAN AREA DOWNSTREAM CONDITIONSEXISTING

O35d_B_204_C-1005 C-1005 PLAN AREA UPSTREAM CONDITIONSNEW

O35d_B_204_C-1006 C-1006 PLAN AREA DOWNSTREAM CONDITIONSNEW

O35d_B_882_C-3007 C-3007 SECTIONS CUT ANDFILL

O35d_B_882_C-5008 C-5008 DETAILS

C-1009 USE INNOT

O35d_B_882_C-3010 C-3010 AND 8+00, 7+00, 6+00, 5+00, 4+00, 3+00, 2+00, 1+00, STATIONS SECTIONSCROSS

O35d_B_882_C-3011 C-3011 12+35 AND 12+00, 11+00, 9+92, STATIONS SECTIONSCROSS

C-3012 USE INNOT

C-3013 USE INNOT

O35d_B_882_C-5014 C-5014 DETAILS FE-6FENCE

O35d_B_882_C-5015 C-5015 DETAILS GATE FE-6FENCE

O35d_B_882_C-5016 C-5016 DETAILS PANEL CONSTRUCTION TEMPORARYSTANDARD

CONTROL SEDIMENT ANDEROSION

O35d_B_204_X-1001 X-1001 PLAN AREA UPSTREAM CONTROL SEDIMENT ANDEROSION

O35d_B_204_X-1002 X-1002 PLAN AREA DOWNSTREAM CONTROL SEDIMENT ANDEROSION

O35d_B_204_X-5003 X-5003 DETAILS CONTROL SEDIMENT ANDEROSION

O35d_B_204_X-5004 X-5004 DETAILS CONTROL SEDIMENT ANDEROSION

O35d_B_204_X-1005 X-5005 NOTES CONTROL SEDIMENT ANDEROSION

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SEE SHEETS C-3010 AND C-3011 FOR CROSS SECTIONS AND EXPECTED STREAM BAK FINISHED ELEVATIONS.12.

MUST BE MONITORED FOR POSSIBLE FLOODING.

OVER WHICH WORK MAY TAKE PLACE. HOWEVER, LARGER FLOODS COULD PRODUCE BANKFULL OR EVEN HIGHER DEPTHS. WEATHER CONDITIONS

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

PER SECTION 31 11 00.08 - CLEARING AND GRUBBING.

ALL VEGETATION IN AREA WHERE WORK IS TO BE PERFORMED (ALONG LEFT BANK OF BRADYS RUN) SHALL BE ADDRESSED

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

WORK AREA ACCESS - THE CONTRACTOR SHALL ACCESS THE WORK AREAS FROM STATE ROUTE 51. 9.

NOTED ON THE DRAWINGS.

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

THE CONFLICT IS RESOLVED BY THE CONTRACTING OFFICER.

CONTRACTING OFFICER IMMEDIATELY. CONTINUED CONSTRUCTION OF THE AREA IN CONFLICT SHALL BE AT THE CONTRACTOR'S OWN RISK UNTIL

CONDITIONS. IF A CONFLICT IS FOUND BETWEEN DIFFERENT PORTIONS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE

EXACT FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ANY AND ALL DIMENSIONS, ELEVATIONS, AND SITE

PROVIDED BY THE USACE. ALL UTILITIES, FEATURES, ELEVATIONS AND DIMENSIONS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT

BASE MAPPING - THE BASE MAPPING UTILIZED FOR PROJECT DESIGN WAS BASED ON FIELD SURVEYS PERFORMED AND MICROSTATION PLATES7.

UTILITIES EXPOSED WHILE EXCAVATING SHALL BE SUPPORTED AND PROTECTED DURING CONSTRUCTION.

ON ACCOUNT OF SUCH OBSTRUCTIONS AND DIFFICULTIES SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS ITEMS OF WORK. ALL

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

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

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

THE EXISTENCE OF WHICH IS PRESENTLY UNKNOWN. SEVERAL UTILITIES HAVE BEEN ABANDONED IN PLACE WHILE OTHERS WERE PARTIALLY

AS-BUILT PLANS AND RECORDS. THEREFORE, THEIR LOCATIONS AND SIZES MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, CONFLICT WILL BE AVOIDED. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM AVAILABLE

THE CONTRACTOR SHALL ARRANGE AND COOPERATE WITH UTILITY COMPANIES, SCHEDULING WORK IN SUCH A MANNER THAT NEEDLESS

UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL EXERCISE ALL PRECAUTIONS TO PREVENT DAMAGE TO ALL UTILITIES.

ANY OR ALL WORK REQUIRED FOR PUBLIC OR PRIVATE UTILITIES WILL BE DONE BY AND AT THE EXPENSE OF THEIR RESPECTIVE OWNERS, ALSO IDENTIFY ALL OVERHEAD LINES AND NOTIFY AND COMPLY WITH THE APPLICABLE UTILITY COMPANY'S CLEARANCE REQUIREMENTS.

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

EXPENSE. PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. THE CONTRACTOR MUST CONTACT THE PA. ONE CALL SYSTEM, INC.

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

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

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

CONTRACTOR WITH THE APPROVAL OF THE CONTRACTING OFFICER.

ANY WORK DURING THE ABOVE PERIODS EXCEPT WHEN ORDERED BY THE CONTRACTING OFFICER AND/OR AT THE REQUEST OF THE

NIGHT, HOLIDAY, AND WEEKEND WORK - NIGHT WORK, FEDERAL HOLIDAYS, AND WEEKEND WORK-THE CONTRACTOR SHALL NOT PERFORM 5.

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

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

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

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

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

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

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

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:

DURING THE LIFE OF THE CONTRACT TO CONTROL WATER POLLUTION.

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

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

APPROVED DUST CONTROL PALLIATIVES AS DIRECTED.

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 TO

PURSUANT TO THE CLEAN AIR ACT OF 1970.

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

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

EMPLOYEES, OR CONTRACT.

PROMULGATED OR ENACTED BY ANY LEGAL BODIES OR TRIBUNALS HAVING AUTHORITY OR JURISDICTION OVER THE WORK, MATERIALS, OF THE WORK OR APPLYING TO EMPLOYEES ON THE PROJECT, AS WELL AS ALL ORDERS OR DECREES WHICH HAVE BEEN OR MAY BE

ORDINANCES AND REGULATIONS CONCERNING ENVIRONMENTAL AND/OR POLLUTION CONTROLS IN ANY MANNER AFFECTING THE CONDUCT

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

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

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

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

INSTALL ITEMS AS SHOWN ON THE CONTRACT DRAWINGS AT NO ADDITIONAL PAYMENT.

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

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

GENERAL NOTES

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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

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A N

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T Y A

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B U

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H P

C H

P E

W A T

O W

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E N

N S

Y L

V A

A V

E R R

E R B

A S

B R

A D

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U N E

M E

R G

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C Y S

T R

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M B

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K P

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CERTIFIED FINAL DOCUMENTS

W N

MANHOLE

SANITARY

MANHOLE

SANITARY

MONUMENT

5"x5" CONCRETE

DWG #19089 D

ATE 02/01/20

10MICHAEL BAKER SITE PLANBOUNDARYLINE

STORM

C-1004

J R

U S

N A

R T

Y S

Z K

E X

G C

O N

N S

D O

W N

S T

R E

A M A

R E

P L

A N

CLARIFIER

STATE ROUTE 51

MARKED IN FIELD)

(NO DIRECTION OR SIZE

GAS VALVE AND METER

M A

T C

H L

E S

E E S

H E

E T C -1

O R C

O N

U A

GARAGE

30' 60'0

SCALE: 1"=30'

SCALE: 1"=30'-0"

EXISTING CONDITIONS PLAN

STORAGE

(TO BE REMOVED)

BASKETS

EXISTING GABION

J S

A T

/s J

A M

E S T S

A T

A P

C T

X J

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

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A T

T S

B U

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H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

C H

P E

W A T

O W

N S

E N

N S

Y L

V A

A V

E R R

E R B

A S

B R

A D

Y S R

U N E

M E

R G

E N

C Y S

T R

E A

M B

A N

K P

R O

T E

C T

CERTIFIED FINAL DOCUMENTS

W N

BRADYS R

C-1005

U S

N A

R T

Y S

Z K

N E

W C

O N

N S

U P

S T

R E

A M A

R E

P L

A N

TP-11

NO. 2

DIGESTER

DWG #19089 D

ATE 02/01/20

10MICHAEL BAKER SITE PLANBOUNDARY LINE PER

NO. 1

DIGESTER

STORM INLET

MANHOLE

SANITARY

DWG #1908

9 DATE 02/0

1/2010MICHAEL BAKER SITE

PLAN

BOUNDARY LINE PER

STORM INLET

M A

T C

H L

E S

E E S

H E

E T C -1

O R C

O N

U A

P R

O T E

C T

R O

C K L

E D S

L O

R O

X L

STATE

ROUTE

EQUALIZATION BASINS

TRICKLING FILTER

15" R

C P

15" R

BASELINE

SURVEY/CONSTRUCTION

TP-100

TP-101

TP-102

SCALE: 1"=30'-0"

NEW CONDITIONS PLAN

30' 60'0

SCALE: 1"=30'

1+00

2+00

3+00

4+00

5+00

6+00

7+00

TOE OF RIPRAP

(TO BE REMOVED) TYP

GABION BASKETS

DETERIORATED

EXISTING

C-3007

REPLACE FENCE

REMOVE AND

R-6 RIPRAP

R-7 RIPRAP

R-6 RIPRAP

GATE

PERSONNEL

4' WIDE

C C-3007

C-5008

THROUGH RIPRAP

EXTEND PIPE

C-3007

POSTS)

(GUIDERAIL AND

WITH TYPE 2-S

REPLACE

REMOVE AND

EXIST GUIDERAIL

SEWER

EXIST 12" STORM

(SEE DWG C-5015)

SWING VEHICLE GATE

24' WIDE DOUBLE

NOTES:

POINT NORTHING EASTING

TP-100 526759.81 1250541.80

TP-101 526462.14 1250668.80

TP-102 526249.04 1250753.97

TP-1-3 526124.81 1250808.84

TP-104 526030.22 1250936.86

TP-105 525891.99 1251083.74

TP-106 525760.51 1251197.28

CONTROL POINT TABLE

15'± END PROTECTION

TP-10

1250517.38TP-11 526890.39

SEE NOTE 5.

NEW FENCING)

(REPLACE WITH

FENCE REMOVAL

LIMIT OF EXIST

J S

A T

/s J

A M

E S T S

A T

A P

C T

ON SITE CONDITIONS.

NECESSARY TO CARRY SLOPES. LIMITS OF BACKFILL WILL VARY AND SHALL BE ADJUSTED BASED

6. BACKFILL, COMPACT AND SLOPE TO DRAIN. BACKFILL TO BE ON AND ADJACENT TO RIPRAP WHERE

AND NEW RIPRAP PLACEMENT.

5. FIELD ADJUST FENCE AND GATE ALIGNMENTS TO AVOID CONFLICT WITH EXISTING UTILITIES

ELEVATIONS ALONG STREAM REACH.

4. SEE GENERAL NOTE NO. 11, SHEET G-0003 FOR DISCUSSION OF EXPECTED WATER SURFACE

SOCIETY OF LAND SURVEYORS ON JULY 10, 1988 AS A GUIDE.

SURVEYORS IN THE COMMONWEALTH OF PENNSYLVANIA AS ADOPTED BY THE PENNSYLVANIA

3. THIS SURVEY WAS PERFORMED USING THE MANUAL OF PRACTICE OR PROFESSIONAL LAND

1 FOOT INTERVALS.

SCOPE OF WORK, OBTAINED THROUGH THE ABOVE REFERENCE TECHNIQUES. CONTOURS ARE AT

2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) GEOID09 PER THE

POINT.

STATIC GPS TECHNIQUES WITH A MINIMUM OF 2 HOURS OCCUPATION TIME ON EACH CONTROL

ESTABLISHED ONSITE BY VRS-GPS METHODS AND VERIFIED WITH AN OPUS SOLUTION BASED ON

1. HORIZONTAL DATUM: PA STATE PLANE SOUTH, NAD83 (NSRS 2007) IN SURVEY FEET

(SEE NOTE 6)

OF BACKFILL

APPROX LIMITS

(SEE NOTE 6)

OF BACKFILL

APPROX LIMITS

W X

BRADYS RUN

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

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P L

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A N

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T Y A

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B U

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C H

P E

W A T

O W

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E N

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Y L

V A

A V

E R R

E R B

A S

B R

A D

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U N E

M E

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E N

C Y S

T R

E A

M B

A N

K P

R O

T E

C T

CERTIFIED FINAL DOCUMENTS

W N

BRADYS RUN

SEE DWG C-5008

SOUTH DRIVE

ENTRANCE ACCESS

MONUMENT

5"x5" CONCRETE

DWG #19089 D

ATE 02/01/20

10MICHAEL BAKER SITE PLANBOUNDARYLINE

R-6

PRAP

STORM

C-1006

870 J R

U S

N A

R T

Y S

Z K

D O

W N

S T

R E

A M A

R E

GARAGE

SLUDGE BEDS

CLARIFIER

M A

T C

H L

E S

E E S

H E

E T C -1

O R C

O N

U A

" R

C P S

STATE ROUTE 51

SCALE: 1"=30'-0"

NEW CONDITIONS PLAN

30' 60'0

SCALE: 1"=30'

8+00 TP-1-3

TP-104

9+00

10+00

11+00

TP-105

12+00

13+00

TP-106

N E

W C

O N

N S

P L

A N

TYP

(TO BE REMOVED)

GABION BASKETS

EXISTING DETERIORATED

AREA

LAYDOWN

GRAVEL

DWG C-5014

GATE SEE

PERSONNEL

4' WIDE

CLARIFIER CONCRETE)

(RAISE 6" ABOVE

SANITARY MANHOLE

RIPRAP FINISH GRADE)

(RAISE 2' ABOVE

SANITARY MANHOLE

S L

O P

E P

R O

T E

C T

R O

C K L

C-5008

D C-3007

A C-3007

POST GUIDE RAIL

NEW TYPE 2 STRONG

(SEE DWG C-5015)

SWING VEHICLE GATE

24' WIDE DOUBLE

C-3007

SHEET C-1005)

(SEE NOTE 5,

SECURITY FENCE

NEW CHAIN LINK

J S

A T

/s J

A M

E S T S

A T

A P

C T

SHEET C-1005)

(SEE NOTE 6

OF BACKFILL

APPROX LIMITS

SHEET C-1005)

(SEE NOTE 6

OF BACKFILL

APPROX LIMITS

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

T S

B U

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H D

T R

A N

E R

T Y A

V E

N U

T S

B U

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H P

C H

P E

W A T

O W

N S

E N

N S

Y L

V A

A V

E R R

E R B

A S

B R

A D

Y S R

U N E

M E

R G

E N

C Y S

T R

E A

M B

A N

K P

R O

T E

C T

CERTIFIED FINAL DOCUMENTS

W N

X J

T A

N K

GATE

BRADY'S

RUN

15'±

END PROTECTION

3'-6"

4'-0"

2'-0"

NEW FENCE

10'-0"

4'-0"

2'-0"

O R T

O P O

F B

O P O

F B

P O

F B

C-3007

U S

N A

R T

Y S

Z K

BED

CREEK

EXISTING

3'-0" FOR R-6 RIPRAP

C-1005 SCALE: 3/8"=1'-0"

SECTION

TYPICAL R-6 ROCK LINED SLOPE PROTECTION

BED

CREEK

EXISTING

C-1005 SCALE: 3/8"=1'-0"

SECTION

TYPICAL R-7 ROCK LINED SLOPE PROTECTION

4'-0" FOR R-7 RIPRAP

L A

N D C

U T S

E C

N S

VARIES

BRADYS RUN

LAYER

SEPARATION

GEOTEXTILE

LAYER

SEPARATION

GEOTEXTILE

4'0 2' 8'

SCALE: 3/8"=1'

VARIES

RUN

BRADYS

VARIES

DISTANCE

VARIES

DISTANCE

C-1006 SCALE: 3/8"=1'-0"

SECTION (END PROTECTION)

BED

CREEK

EXISTING

3'-0" FOR R-6 RIPRAP

TYPICAL R-6 ROCK LINED SLOPE PROTECTION

VARIES

BRADYS RUN

LAYER

SEPARATION

GEOTEXTILE

SLOPE TO DRAIN

BACKFILL AND COMPACT

VARIES

DISTANCE

C-1006 SCALE: 3/8"=1'-0"

SECTION

SLOPE TO DRAIN

1.75 (MIN)

SLOPE TO DRAIN

GROUND

EXISTING

GROUND

EXISTING

ANCHOR TRENCH

1'-0"x1'-0" CONTINUOUS

ANCHOR TRENCH

1'-0"x1'-0" CONTINUOUS

ANCHOR TRENCH

1'-0"x1'-0" CONTINUOUS

1.75 (MIN)

NOTE:

THIS DRAWING

SEE NOTE 1

THIS DRAWING

SEE NOTE 1

THIS DRAWING

SEE NOTE 1

FLOODING.

OR EVEN HIGHER DEPTHS. WEATHER CONDITIONS MUST BE MONITORED FOR POSSIBLE

WORK MAY TAKE PLACE. HOWEVER, LARGER FLOODS COULD PRODUCE BANKFULL

DEPTHS MAY RANGE FROM 6 INCHES TO 3 FEET DURING PERIOD OVER WHICH

1. WATER SURFACE ELEVATIONS ALONG STREAM ALIGNMENT VARY SEASONALLY.

J S

A T

/s J

A M

E S T S

A T

A P

C T

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

H4TSDRST

O d

C -3

.d g n

-O

C T -2

0.083333:1

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

C H

P E

W A T

O W

N S

E N

N S

Y L

V A

A V

E R R

E R B

A S

B R

A D

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U N E

M E

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E N

C Y S

T R

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CERTIFIED FINAL DOCUMENTS

W N

6" TYP

SAWCUT EXISTING PAVEMENT

SEALANT PER NOTE

W E

A R

E X

T W

E A

POST

FENCE

METAL

8'-0" (MAX)

FENCING

CONSTRUCTION

ORANGE PLASTIC

N E

W S

U B

B A

S E

D E

E X

T B

D E

E X

T S

U B

B A

S E

0 4' 8'2'

SCALE: 1/4"=1'

NEW PAVEMENTEXISTING PAVEMENT

C-5008

T A

R R

U S

N A

R T

Y S

Z K

AND EXISTING MATERIALS.

ASPHALT SURFACE WHICH WILL ENSURE BONDING OF NEW

SHALL BE ADJUSTED TO PROVIDE A SOLID, NEAT & CLEAN

HIGHWAY EDGE OF PAVEMENT. SAWCUT ALIGNMENT

PA STATE ROUTE 51 SHALL BE SAWCUT ALONG EXISTING3.

AT A RATE OF 0.25 GAL/SY.

BITUMINOUS LIQUID PAVEMENT SEALANT, 12" WIDE

2. ALL COLD JOINTS SHALL BE SEALED WITH A HOT

STRUCTURE.

TACK COATED PRIOR TO PLACEMENT OF NEW ROAD

1. PAVEMENT KEYS SHALL BE SAWCUT, CLEANED AND

SLOPE OF EXISTING PIPE IS UNKNOWN, AND VARIES.3.

BACKFILLED OR ROCK PROTECTION SECTION.

EXTEND EMBEDMENT AREA TO THE THICKNESS OF2.

PIPE.

REPAIR COUPLING IN AN UNDAMAGED SECTION OF

DAMAGED PIPE, EXTEND 3 FEET BACK FROM THE

3-FOOT MAXIMUM FOR UNDAMAGED PIPE; FOR1.

PIPE DETAIL NOTES:

2'0 1' 4'

SCALE: 3/4"=1'

C E

L L

A N

U S

EXISTING ASPHALT

TACK COAT EDGE OF

C-1006 SCALE: 1/4"=1'

PAVEMENT KEY-IN DETAIL

NEW PAVEMENT EXISTING PAVEMENT

NOTES:

C-1006 SCALE: 1/4"=1'

PAVEMENT KEY-IN DETAIL

NOTES:

6. PROVIDE TOPSOIL TO SMOOTHLY TAPER SHOULDER TO EXISTING GRADE.

COURSE PLACEMENT.

5. APPLY TACK COAT TO TOP OF BINDER COURSE PRIOR TO WEARING

COMPACT EACH LIFT.

4. PLACE 12" OF SELECT SUBBASE MATERIAL (NO. 2A STONE) IN 6" LIFTS.

3. PROOF ROLL SUBGRADE TO NON-MOVEMENT.

2. PREPARE SUBGRADE PER SPECIFICATIONS.

12" OF SUBBASE SUBGRADE MATERIAL.

1. SAWCUT, EXCAVATE, REMOVE, AND DISPOSE OF EXISTING PAVEMENT AND

AS AN ALTERNATIVE FOR CONSTRUCTION FLAGGING.

ON THE FRONT SIDE OF SILT FENCE AND STAPLED TO POSTS

1. ORANGE PLASTIC CONSTRUCTION FENCE MAY BE PLACED

NOTES:

- NTS

TYPE "C" SAFETY FENCE DETAIL

J S

A T

/s J

A M

E S T S

A T

A P

C T

RINGS

PRECAST GRADE

SECTION

CONE

SECTION

RISER

SEE NOTE 1

SEE NOTE 2

NOTES:

C-1006 N.T.S.

MANHOLE DETAIL

RISER EXTENSION

AND GRADE RING ADJUSTMENT.

FINISHED SLOPE/GRADE USING RISER EXTENSION

2. FOR MANHOLE @ STA 10+20 EXTEND 2 FOOT ABOVE

ABOVE FINISH GRADE USING PRECAST GRADE RINGS.

1. FOR MANHOLE @ STA 9+18 EXTEND TO 6 INCHES

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

T S

B U

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H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

C H

P E

W A T

O W

N S

E N

N S

Y L

V A

A V

E R R

E R B

A S

B R

A D

Y S R

U N E

M E

R G

E N

C Y S

T R

E A

M B

A N

K P

R O

T E

C T

CERTIFIED FINAL DOCUMENTS

W N

PIPE EXTENSION

EMBEDMENT AREA

BACKFILL/UNDISTURBED SOIL/RIPRAP

REPAIR COUPLING

MATERIAL

OF EMBEDMENT

FOR PLACEMENT

SLOPE AS REQ'D

FINISHED GRADE

MATCH SLOPE OF

CUT NEW PIPE TO

FINISHED GRADE

VARIES

SEE NOTE 1

EXISTING PIPE

C-1005 SCALE: 3/4"=1'

DETAIL - PIPE THROUGH RIP-RAP - EXTEND TO SLOPE

PIPE

EXISTING

NEW OR

SOIL

UNDISTURBED

BACKFILL OR

(AASHTO NO. 57)

EMBEDMENT AREA

- SCALE: 3/4"=1'-0"

SECTION

SECTIONS)

(TYP ALL CROSS

THIS SHEET

SEE NOTE 1

C-3010

U S

N A

R T

Y S

Z K

0 10' 20'

SCALE: 1"=10'

C R

O S

S S

E C

A T

N S

A N

NOTES:

STREAM WATER SURFACE ELEVATIONS DURING EXPECTED CONSTRUCTION PERIOD.

1. SEE GENERAL NOTE 11, SHEET G-0003 FOR DESCRIPTION OF ANTICIPATED

J S

A T

/s J

A M

E S T S

A T

A P

C T

STA 1+00 STA 2+00 STA 3+00

BASIN

EQUAL

APPROX DEPTH

EXIST 24" DIP

CL BRADYS RUN

(TYP)

GROUND

EXISTING

LINE

PROPERTY

LINE

PROPERTY

(TYP)

GROUND

EXISTING

-10 0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

E L E

V A

-10 0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

E L E

V A

-10 0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

E L E

V A

RUN

BRADYS

RUN

BRADYS BL BL

32.5 884

25.0

21.9

ELEVATION (TYP)

BASELINE (TYP)

DISTANCE FROM

FIELD ADJUST

NEW FENCE

FIELD ADJUST

NEW FENCE

AREA

FILL

PROTECTION

END

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

H4TSDRST

O d

C -3

.d g n

-O

C T -2

10.00002:1

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

C H

P E

W A T

O W

N S

E N

N S

Y L

V A

A V

E R R

E R B

A S

B R

A D

Y S R

U N E

M E

R G

E N

C Y S

T R

E A

M B

A N

K P

R O

T E

C T

CERTIFIED FINAL DOCUMENTS

W N

STA 5+00 STA 6+00STA 4+00

CL BRADYS RUN CL BRADYS RUN

CL BRADYS RUN

APPROX DEPTH

EXIST 24" DIP

APPROX DEPTH

EXIST 18" DIP

FILTER

TRICKLING

BUILDING

APPROX DEPTH

EXIST 24" DIP

(TYP)

GROUND

EXISTING BASIN

EQUAL

LINE

PROPERTY

LINE

PROPERTY

NEW FENCE

-10 0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

E L E

V A

-10 0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

E L E

V A

-10 0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

E L E

V A

BL BL

24.7

27.7

28.8

FIELD ADJUST

NEW FENCE FIELD ADJUST

NEW FENCE

AREA

FILL

STA 7+00 STA 8+00 STA 9+00

CL BRADYS RUN

APPROX DEPTH

EXIST 18" DIP

CLARIFIER

(TYP)

GROUND

EXISTING

NEW FENCE NEW FENCE

-10 0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

E L E

V A

-10 0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

E L E

V A

-10 0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

E L E

V A

BL BL BL

30.4

25.7

27.2

FIELD ADJUST

C-3011

O S

S S

E C

N S

J R

U S

N A

R T

Y S

Z K

0 10' 20'

SCALE: 1"=10'

S T

A T

N S

A N

J S

A T

/s J

A M

E S T S

A T

A P

C T

STA 12+35

RAIL

GUIDE

PAVEMENT

BITUMINOUS ASPHALT

LINE

PROPERTY

-10 0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

E L E

V A

855855

-20

BRADYS

RUN

PROTECTION

END

15.8

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

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D B

D A

T E

C O

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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

H4TSDRST

O d

C -3

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-O

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10:1

T S

B U

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H D

T R

A N

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T Y A

V E

N U

T S

B U

R G

H P

C H

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W A T

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E N

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Y L

V A

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E R R

E R B

A S

B R

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U N E

M E

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E N

C Y S

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M B

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CERTIFIED FINAL DOCUMENTS

W N

STA 9+92

CL BRADYS RUN

WITH ENDWALL

EXIST 36" CCP

SANITARY SEWER

EXIST 18" RCP

CL BRADYS RUN

SANITARY SEWER

EXIST 18" RCP

STA 11+00 STA 12+00

CL BRADYS RUN

(TYP)

GROUND

EXISTING

FILL AREA

PAVEMENT

BITUMINOUS

LINE

PROPERTY

RAIL

GUIDE

PAVEMENT

BITUMINOUS ASPHALT

-10 0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

E L E

V A

BL BL

37.8

33.2 864

20.6

ADJUST

FIELD

FENCE

NEW ELEVATION (TYP)

BASELINE (TYP)

DISTANCE FROM

CROSS SECTIONS)

SHEET (TYP ALL

SEE NOTE 1 THIS

855855

-10

E L E

V A

0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

ADJUST

FIELD

FENCE

NEW

E L E

V A

-10

0 10 20 30 40 50

DISTANCE FROM BASELINE (FEET)

E L E

V A

ENDWALL)

EXISTING

AROUND

(RIP RAP

F A

B R

10'-0" MAXIMUM10'-0" MAXIMUM

16" MIN. DIA. 10" MIN. DIA.

OR PULL POST

CORNER, END,

TOP RAIL OR TENSION WIRE

ON EXTENSION ARMS

BARBED-WIRE APRON

BRACE RAIL

" MIN. DIA.)8

TRUSS ROD

(TYP.)

OR CLIPS

TIE WIRES

OF FABRIC

BOTTOM

(GAGE, 2" MESH)

CHAIN-LINK FABRIC

LINE POST

TENSION WIRE

(TYP.)

RINGS

OR HOG

TIE WIRES

(TYP.)

HOG RINGSGRADE

CONCRETE BASE

'-6 " 6" T Y P

7•" (T

YP.

1' -1 0"

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

Y P

(TYP.)

BARBED WIRE

OF FABRIC)

TOP AND BOTTOM

AND WITHIN 4" FROM

WIRE (15" O.C. MAX.

9-GAGE STEEL TIE

RIVETED FLUSH (TYP.)

" PLAIN PIN8

RIVETED FLUSH (TYP.)

" PLAIN PIN8

LOCK PIN (TYP.)

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

9-GAGE STEEL TIE WIRES

FABRIC

OF FABRIC)

TOP AND BOTTOM

AND WITHIN 4" FROM

WIRE (15" O.C. MAX.

9-GAGE STEEL TIE

TOP AND BOTTOM OF FABRIC)

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

TENSION BAND

TENSION WIRE

CARRIAGE BOLT

EACH FABRIC LINK

TENSION BAR TO ENGAGE

FABRIC

TENSION BAR

TENSION BAND

" MIN. DIA.)8

TRUSS ROD

" MIN. DIA.)8

TRUSS ROD

FITTING OF COPPER

OR APPROVED CLAMP-TYPE

MOLDEDED EXOTHERMIC WELD

STEEL GROUND ROD

" DIA. COPPER-CLAD4

CONCRETE BASE

COPPER WIRE

#8 AWG SOLID

FENCE POST

LINE POST

WIRE

TENSION

RAILS

BRACE

PULL POST

TRUSS ROD

RAILS

BRACE

LINE POST

TOP RAIL OR TENSION WIRE

TRUSS ROD

C-5014

U S

N A

R T

Y S

Z K

F E

N C

E F

E -6

D E

T A

J S

A T

/s J

A M

E S T S

A T

A P

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S O

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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

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C O

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C T N

C H

E C

K E

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D R

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U E D

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SHEET ID

U .S

A R

M Y C

O R

P S O

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E E

R S

®of Engineers

US Army Corps

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E N

A M

P L

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H4TSDRST

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A N

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W N

XXXXX

X X X X X

XXXXX

XXX

X X X

XXXX

X X X X

XXXX

X X X X

XXXX

XXXXX

X X X X X

XXXXX

XXXX

X X X

XXX

XXXXX

X X

XXXXX

X X X X

XXXX

X X X X

XXXX

FABRIC WIDTH 72" OR LESS

USE AND SECTION

FABRIC WIDTH 108" AND OVERFABRIC WIDTH 84" TO 96"

LINE POSTS TO BE EQUALLY SPACED

MINIMUM OUTSIDE DIMENSIONS (NORMAL)

STEEL POST SCHEDULE

1.875" X 1.625"

2.25" X 1.70"

1.90" O.D.

C-SECTION (ROLL-FORMED)

H-SECTION

TUBULAR - ROUND

LINE POSTS

3.00" SQ.

4.00" O.D.

2.25" X 1.70"

2.375" O.D.

1.625" X 1.25"

1.625" X 1.50"

1.50" SQ.

1.66" O.D.

C-SECTION (ROLL-FORMED)

H-SECTION

TUBULAR - SQUARE

TUBULAR - ROUND

TOP, BOTTOM, & BRACE RAILS

2.25" X 1.70"

2.875" O.D.

3.50" X 3.50"

2.50" SQ.

2.875" O.D.

3.50" X 3.50"

2.00" SQ.

2.375" O.D.

C-SECTION (ROLL-FORMED)

TUBULAR - SQUARE

TUBULAR - ROUND

CORNER, END & PULL POSTS

" MAX2

" MIN2

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

FENCE LEGEND:

IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.

4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST

HAVE APRON EXTENDED OUTWARD FROM THE ARE BEING PROTECTED.

3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL

SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON

THAT COMPLY WITH THE SPECIFICATIONS.

TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED

NOTES:

OUTRGIGER, TOP RAIL, AND 72 INCH FABRIC WIDTH.

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE

EXAMPLES:

NTS

CHAIN LINK SECURITY FENCE DETAIL

STRAIGHT RUNS EXCEED 500 FEET.

PROVIDE BRACE PANEL WHENEVER

NOTE:

H-BEAM TENSION BAND DETAILTRUSS ROD AND BAND

BRACE RAIL CLAMP DETAILS

ROUND POST

CORNER POST

LINE POST

ROUND POST

END OR GATE POST DETAIL

H-BEAM

1'-0"

NTS

TOP OR BRACE RAIL ATTACHMENT

NTS

EXTENSION ARM DETAILS

NTS

LINK POST ATTACHMENTS

NTS

BRACE PANEL DETAIL

NTS

GROUNDING DETAIL

NTS

FASTENING DETAIL

LEAF

F E

N C

E F

A B

10"

OF BARBED WIRE

3 HORIZONTAL STRANDS

CHAIN LINK FABRIC

GATE FRAME

WIRE (TYP.)

3 STRANDS OF BARBED

FENCE FABRIC (TYP.)

GRADE LINE

BRACE RAIL (TYP)

TRUSS ROD (TYP)

LINE POST

RAIL AS SPECIFIED (TYP)

TOP TENSION WIRE OR

WIRE

OF BARBED

3 STRANDS

OR RAIL AS SPECIFIED

TOP TENSION WIRE

TO UNSECURE SIDE

SINGLE OUTRIGGER

WIRE APRON

VERTICAL BARBED

GRADE LINE

SPECIFIED

WIRE OR RAIL AS

BOTTOM TENSION

BRACE RAIL

LATCH

BRACE RAIL

ROD

TRUSS

GATE POST

HINGESWIRE (TYP.)

3 STRANDS OF BARBED

HINGES (TYP)

BRACE RAIL (TYP)

SPECIFIED (TYP)

WIRE OR RAIL AS

BOTTOM TENSION

LATCH ASSEMBLY

FABRIC

CHAIN-LINK

DROP ROD

GATE FRAME

(TYP)

TRUSS ROD

" DIA.8

3LINE POST

GUTTER

EXIST. CURB &

JOINT

" EXP.2

GATE

DEPTH

CURB FULL

SAWCUT

POST

GATE

3" MIN.

GUTTER

SAWCUT

HINGE

STANDARD

CURB

EXIST

POST FTG.

NEW GATE

JOINT

" EXP.2

PAVED SUFACE

NEW GATE

WASHER

PIPE

1" ID STEEL

BITIMINOUS

GUTTER

NEW CURB &

SAND/GRAVEL

(INDUSTRY STANDARD)

" DIA. DROP ROD2

P.C. CONC.

F E

N C

E F

A B

ROD

TRUSS

GATE OPENING

6" DIA. P.C. CONC.

6" D

C-5015

U S

N A

R T

Y S

Z K

D E

T A

F E

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E -6 G

A T

24' VEHICLE GATE

NTS

J S

A T

/s J

A M

E S T S

A T

A P

C T

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

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T S

B U

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H D

T R

A N

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T Y A

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B U

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H P

C H

P E

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E R B

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CERTIFIED FINAL DOCUMENTS

W N

STANDARD HINGEOFFSET HINGE

DROP ROD FOUNDATION

AT CURB AND GUTTER

GATE POST SECTION

4' PERSONNEL GATE

NTS

x x x x x x x x x x x x xxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx xxx xxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x

8.625" OD

6.625" OD

(NOMINAL)

GATE LEAF WIDTH

2.5" SQ

2.875" OD

(NOMINAL)

OUTSIDE DIMENSION

4.0" OD

6' OR LESS

GATE POST SCHEDULE

6' TO 12'

MORE THAN 18'

12' TO 18'

FE5-48-SO-HO-6

EXAMPLES: FE6-84-DO-RA-24

- FEE (CLEAR OPENING BETWEEN GATE POSTS) OPENING

- (OFFSET)

- HO (OFFSET)

HINGE- RA (STANDARD)

- DO (DOUBLE)

- SO (SINGLE) TYPE OPENING

- INCHES FENCE HEIGHT

- FE5, FE6, ETC. FENCE TYPE

4. GATES SHALL BE DESIGNATED AS FOLLOWS:

CONSTRUCTION OF ALL GATES SUPPLIED.

FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

BRACE MAY BE USED IN LIEU OF TRUSS RODSTO BRACE ALL-WELDED GATE

HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL

SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING

1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES

3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

METHODS OF INSTALLATION WHICH COMPLY WITH THE SPECIFICATIONS.

AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND

1. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS

NOTES:

4" O.D. & LESS

3'-0" MIN. FOR POSTS

" O.D.8

53'-4" FOR POSTS 6

" O.D.8

53'-10" FOR POSTS 8

FENCES

5" MAX FOR NON-SENSORED

SENSORED FENCES

2" MAX FOR

2" MIN

OVER 4" O.D.

24" DIA. FOR GATE POSTS

4" O.D. & LESS

16" DIA. MIN. FOR GATE POSTS

GATE OPENING

DIRECTION GATE SWING (TYP.)

PLAN

ELEVATION

GATE LEAF

PLAN

DROP ROD ASSEMBLY

LATCH ASSEMBLY

(TO HOLD GATE OPEN)

GATE KEEPER

ELEVATION

SEE

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

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U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

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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

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A T

H4TSDRST

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C -5

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T S

B U

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H D

T R

A N

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T Y A

V E

N U

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B U

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H P

C H

P E

W A T

O W

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E N

N S

Y L

V A

A V

E R R

E R B

A S

B R

A D

Y S R

U N E

M E

R G

E N

C Y S

T R

E A

M B

A N

K P

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C T

CERTIFIED FINAL DOCUMENTS

W N

12'-0"

3'-0"

1'-4"

C-5016

U S

N A

R T

Y S

Z K

D E

T A

S T

A N

D A

R D T

E M

P O

R A

R Y C

O N

S T

R U

C T

N P

A N

E L

(5 PER SIDE)

TENSION BANDS

SIDE VIEW

FRONT VIEW

NOTES:

FABRIC

HEIGHT MESH GAUGE

6' 2" 9

O.D. WALL

2 3/8" .065"FRAMEWORK

4. WIRE TIES EVERY 12"

3. TENSION BANDSW/NUTS AND BOLTS (NOT PRESS CLIPPED

2. 2x9 GA WIRE FILL

1. ALL PIPE AND WIRE TO BE HOT DIPPED GALVANIZED

C-5016 NTS

DETAIL - TEMPORARY PORTABLE CHAIN-LINK FENCE

STABILIZER/STANDS

PANEL

A T

/s J

A M

E S T S

A T

A P

C T

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

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E N

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H4TSDRST

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C H

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A V

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C Y S

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CERTIFIED FINAL DOCUMENTS

W N

X-1001

875 875

870 J R

U S

N A

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S T

R E

A M A

R E

P L

A N

E R

O S

N A

N D S

E D

E N

T C

O N

T R

O L

DWG #1908

9 DATE 02/0

1/2010MICHAEL BAKER SITE

PLAN

BOUNDARY LINE PER

DWG #19089 D

ATE 02/01/20

10MICHAEL BAKER SITE PLANBOUNDARY LINE PER

15" R

STORM INLET

NO. 1

DIGESTER

M A

T C

H L

E S

E E S

H E

E T X -1

O R C

O N

U A

TRICKLING FILTER

NO. 2

DIGESTER

MANHOLE

SANITARY

C P

STATE

ROUTE

STORM INLET 15" R

EXISTING GABION BASKETS

EQUALIZATION BASINS

30' 60'0

SCALE: 1"=30'

SCALE: 1"=30'-0"

EROSION SEDIMENT CONTROL PLAN

1+00

TP-100

2+00

3+00

4+00

5+00

6+00

TP-102

7+00

TEMPORARY STREAM DIVERSION

LEGEND

CFS

EROSION CONTROL BLANKET

SF SILT FENCE

COMPOST FILTER SOCK

ROCK FILTER

CONTRACTOR WORK LIMIT

J S

A T

/s J

A M

E S T S

A T

A P

C T

W X

BRADYS RUN

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

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A T

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T R

A N

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T Y A

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B U

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C H

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W A T

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N S

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V A

A V

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E R B

A S

B R

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U N E

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C Y S

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M B

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CERTIFIED FINAL DOCUMENTS

W N

BRADYS RUN

C F S

C F

8+00 TP-1-3

9+00

TP-104

10+00

11+00

TP-105

12+00

13+00

TP-106

IRON PIN

CAPPED

MONUMENT

5"x5" CONCRETE

MANHOLE

SANITARY

DWG #19089 D

ATE 02/01/20

10MICHAEL BAKER SITE PLANBOUNDARYLINE

X-1002

J R

U S

N A

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D O

W N

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A M A

R E

P L

A N

E R

O S

N A

N D S

E D

E N

T C

O N

T R

O L

SLUDGE BEDS

BASKETS

EXISTING GABION

" R

C P S

MARKED IN FIELD)

(NO DIRECTION OR SIZE

GAS VALVE AND METER

STATE ROUTE 51

GARAGE

M A

T C

H L

E S

E E S

H E

E T X -1

O R C

O N

U A

CLARIFIER

30' 60'0

SCALE: 1"=30'

SCALE: 1"=30'-0"

EROSION CONTROL PLAN

(ROCK CONSTRUCTION ENTRANCE)

TEMPORARY SITE ACCESS

TEMPORARY STREAM DIVERSION

LEGEND

CFS

EROSION CONTROL BLANKET

SF SILT FENCE

COMPOST FILTER SOCK

C F S

ROCK FILTER

CONTRACTOR WORK LIMIT

J S

A T

/s J

A M

E S T S

A T

A P

C T

X J

S O

A T

N N

D E

N E

D B

D E

S C

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GATE

C F S

BRADY'S

RUN

MANHOLE

SANITARY

AREA

STAGING

AND

STOCKPILE

N G

T H V

A R

WORK AREA

1'-0" 1'-0"

D /2

1'-0" MIN

NTS"

STREAM DIVERSION (PUMP)

NTS"

SANDBAG DIKE/DAM DIVERSION

NTS"

ROCK FILTERS

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DISCHARGE HOSE

FILTER BAG

WELL VEGETATED AREA

WELL VEGETATED, GRASSY AREA

DISCHARGE HOSE

FILTER BAG

CLAMPS

PUMP

INTAKE HOSE

NOTES:

INTAKE HOSE

PUMP

CLAMPS

ELEVATION VIEW

PLAN VIEW

NTS

PUMPED WATER FILTER BAG

CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

6. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL

SCREENED.

BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHOULD BE FLOATING AND

THE MAXIMUM SPECIFIED 2

15. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR

BY THE MANUFACTURER AND SECURELY CLAMPED.

4. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED

PATH SHALL BE PROVIDED. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%.

STABLE, EROSION-RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE FLOW

3. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREAS, AND DISCHARGE ONTO

HAVE FAILED OR ARE FILLED.

FULL. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT 2

PURPOSES MUST BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME

2. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL

TRAPPING PARTICLES LARGER THAN 150 MICRONS.

HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF

1. FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH

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INSTALLATION NOTES:

BACKFILL

COMPACTED

1 FT C/C

BE PLACED

STAPLES TO

TRENCH

6" x 6"

TOP ANCHOR BOTTOM ANCHOR

1 FT C/C

BE PLACED

STAPLES TO

TRENCH

6" x 6"

BACKFILL

COMPACTED

OVERLAP

1 FT MIN

SLOPE

DISTURBED

GRADED,

APPROVED EQUAL

NET EXCELSIOR OR

MATTING ECX-2 DOUBLE

EROSION CONTROL

AREA 2AREA 1 ISOMETRICAREA 3

NTS

EROSION CONTROL BLANKET

THE PA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE ALLEGHENY COUNTY CONSERVATION DISTRICT.

REQUIREMENTS OF THE ECTC, MEET FHWA FP-03 SECTION 713.17 SPECIFICATIONS, AND BE APPROVED BY

6. EROSION CONTROL BLANKET MUST BE LISTED WITH NTPEP DATABASE, MEET THE TYPE 2.C SPECIFICATION

STAPLES IN THE METHOD DEPICTED IN AREA 3 DETAIL.

A CHECK SLOT IS RECOMMENDED AT 25 TO 40-FOOT INCREMENTS ALONG THE SLOPE PATH. INSTALL

5. FOR MAXIMUM PERFORMANCE OF THE SPECIFIED ECX-2 DOUBLE NET EXCELSIOR SYSTEM (OR APPROVED EQUAL), PLACED IN A SHINGLE PATTERN.

FOR HORIZONTAL OVERLAP STAPLE PATTERN, AND AREA 2 DETAIL IF EROSION CONTROL BLANKET IS DOWN THE SLOPE. PARALLEL BLANKETS NEED TO BE OVERLAPPED BY 4". REFER TO AREA 1 DETAIL

4. REFER TO THE MANUFACTURER'S GUIDELINES FOR STAPLE PATTERNS WHEN THE BLANKET IS ROLLED

COMPACTING THE TRENCH.

3. REFER TO THE TOP ANCHOR DETAIL FOR SECURING THE BLANKET WITH STAPLES, BACKFILLING AND

THE BLANKET PLACEMENT. PREPARD THE SURFACE ADEQUATELY BY RAKING AND SEEDING.

2. A 6" x 6" TRENCH SHALL BE DUG ALONG THE UPSLOPE AND DOWNSLOPE AT THE EXTENTS OF

DISTRIBUTOR DURING INSTALLATION. THE FOLLOWING GUIDELINES ARE FOR GENERAL PURPOSES ONLY.

1. THE CONTRACTOR SHALL REFER TO THE SPECIFIED MANUFACTURER'S NOTES AND TO THE LOCAL

WITH CLASS 4 GEOTEXTILE

AASHTO No. 1

CONSTRUCTION VEHICLES

TO ACCOMMODATE TURNING RADII OF

PROVIDE APPROPRIATE TRANSITION AS NEEDED

MOUNTABLE BERM OVER PIPE

50'

GROUNDWIDTH OF ACCESS

DRAINAGE PIPE (AS NECESSARY)

EXISTING

50' EXISTING

EXISTING

GROUND

EDGE OF EXISTING ROADWAY

ROADWAY

MOUNTABLE BERM AS NEEDED TO PROVIDE

(MIN.)

AASHTO No. 1

PENNDOT COARSE AGGREGATE

COARSE AGGREGATE

(AS NECESSARY)

DRAINAGE PIPE GEOTEXTILE

CLASS 4

SECTION

SCALE: NTS

ROCK CONSTRUCTION ENTRANCE

PLAN

MIN

20' MIN OR TOTAL

(8" MIN DEPTH)

T Y

(8" MIN DEPTH)

COVER OVER PIPE (3' MIN TOP WIDTH)

INDICATED ON THE DRAWINGS.

CONSTRUCTION ENTRANCE(S) WITH SEED AND MULCH, GRAVEL OR WITH PAVEMENT AS

STABILIZE ALL DISTURBED AREAS CREATED BY THE REPAIR / REMOVAL OF THE ROCK6.

WASH RACK.

EXTEND THE LENGTH OF THE ROCK CONSTRUCTION ENTRANCE AS NEEDED OR INSTALL

IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON THE ROADWAY,5.

FACILITIES IS NOT PERMITTED.

OF THE ROADWAY WITH WATER OR SWEEPING THE DEPOSITS INTO ROADWAY DRAINAGE

SHALL BE COMPLETED THROUGH THE USE OF MECHANICAL OR HAND TOOLS. WASHING

ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE. REMOVAL

AT THE END OF EACH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON 4.

ADEQUATE COVER OVER DRAINAGE PIPE.

ONSITE FOR THIS PURPOSE. PROVIDE MOUNTABLE BERM AS NEEDED TO PROVIDE

DIMENSION BY ADDING ROCK. A STOCKPILE OF ROCK MATERIAL WILL BE MAINTAINED

THE ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED3.

OF ENTRANCE.

PRIOR TO INSTALLING SAID CONSTRUCTION ENTRANCE. EXTEND ROCK OVER FULL WIDTH

PAVEMENT, THE PAVEMENT SHALL BE REMOVED UNDER THE FOOTPRINT OF THE FACILITY

LOCATIONS WHERE ROCK CONSTRUCTION ENTRANCES ARE LOCATED OVER EXISTING

REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. AT2.

THE PLAN AND CONSTRUCTED TO THE MINIMUM DIMENSIONS AS SHOWN ON THE DETAIL.

ROCK CONSTRUCTION ENTRANCE(S) SHALL BE PLACED AT THE LOCATIONS SHOWN ON1.

ROCK CONSTRUCTION ENTRANCE NOTES:

F L

O W

F L

O W

RUN

BRADYS

PIPE

INTAKE

NECESSARY)

PUMP (IF

AREA

WORK

PIPE

DISCHARGE

FILTER

ROCK

FABRIC DAM

STONE FILTER

SAND BAG/

TEMPORARY

APRON

R-4 RIPRAP

DISCHARGE

PUMP

BED

STREAM

(6 MIL THICKNESS)

POLYETHYLENE LINER

WATER SIDE

FLOW

T/BANK

PLAN SECTION B-B

R - ROCK

#57 ROCK

AASHTO

SECTION C-C

FOR 1' < D < 2' USE R-2

FOR 2' < D < 3' USE R-3

FOR 3' < D USE R-4

FILTER NO

ROCK

LOCATION D (FT) RIPRAP SIZE

1 TREATMENT PLANT 5 R-4

(MIN)

SUPPORT STAKE

GROUND

UNDISTURBED

FABRIC FENCE

BACKFILL

COMPACTED

SLOPE

FILL

STAPLES

OR T-SHAPED) STAKES

OR EQUIVALENT STEEL (U-

USE 2" x 2" (±3/8") WOOD

STAKES SPACED @ 8' MAX;

STAKE

TRENCH

TOE ANCHOR

ELEVATION

JOINING FENCE SECTIONS

AREA IS PERMANENTLY STABILIZED.

5. FENCE SHALL BE REMOVED AND PROPERLY DISPOSED OF WHEN TRIBUTARY

SHALL BE IMMEDIATELY REPLACED WITH A ROCK FILTER OUTLET.

4. ANY SECTION OF SILT FENCE WHICH HAS BEEN UNDERMINED OR TOPPED

IMMEDIATELY WITH COMPACTED BACKFILL MATERIALS.

3. ALL UNDERCUTTING OR EROSION OF THE TOE ANCHOR SHALL BE REPAIRED

THE ABOVE-GROUND HEIGHT OF THE FENCE.

3. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH ONE-HALF OF

DEGREES TO THE MAIN FENCE ALIGNMENT.

THE FENCE SHALL BE EXTENDED AT LEAST 8 FEET UP THE SLOPE AT 45

2. SILT FENCE SHALL BE PLACED AT LEVEL EXISTING GRADE. BOTH ENDS OF

EQUIVALENT STEEL (U OR T) STAKES.

1. FABRIC WIDTH SHALL BE 30" MINIMUM. STAKES SHALL BE HARDWOOD OR

STANDARD 18" SILT FENCE NOTES

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FILTER SOCK

COMPOST

F L

O W

AREA

UNDISTURBED

F L

O W

FILTER SOCK

24" COMPOST

12", 18" OR

AREA

DISTURBED

FLOW

AREA

DISTURBED

AREA

UNDISTURBED

COMPOST

LOOSE

2"x2" WOOD STAKE

SCALE: NTS

COMPOST FILTER SOCK

SECTION VIEW

PLAN VIEW

CENTERS MAX

STAKE ON 10'-0"

PHOTODEGRADEABLE AFTER 12 MONTHS.

REPLACE BIODEGRADEABLE FILTER SOCK AFTER 6 MONTHS;3.

AT 45 DEGREES TO THE MAIN ALIGNMENT.

ENDS OF THE COMPOST FILTER SOCK AT LEAST 8'-0" UPSLOPE

PLACE COMPOST FILTER SOCK ON LEVEL GRADE. EXTEND BOTH2.

THE HEIGHT OF THE EXPOSED COMPOST FILTER SOCK.

REMOVE DEPOSITS WHEN SEDIMENT ACCUMULATION IS ONE-HALF1.

NOTES:

X-5005

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50251050

633D1045

75351540

88401535

100451530

150552525

200703520

30015D5010

5002501005

10005001502( >)

SUPER SILT FENCE30" SILT FENCE18" SILT FENCE SLOPE (%)

MAXIMIUM SLOPE LENGTH (FT.) ABOVE FENCES

EXCEED THE MAXIMUM SLOPE-TO-SLOPE LENGTH RELATIONSHIP SHOWN BELOW:

11. INSTALL SILT BARRIER FENCE TO CONTROL RUNOFF FROM DRAINAGE AREAS THAT DO NOT

10. ADJUST OR RESET SILT BARRIER AT COMPLETION OF GRADING, IF REQUIRED.

ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.

9. INSTALL SILT BARRIER FENCE TO DIMENSIONS, POST SPACING AND EMBEDMENT DEPTH IN

FULL AND UNIFORM ANCHORING OF THE FENCE TOE.

8. DO NOT USE SILT BARRIER FENCES IN AREAS WHERE ROCK OR ROCKY SOIL PREVENTS THE

SUCH AS SWALES, CHANNELS, ETC.

7. DO NOT PLACE SILT BARRIER FENCES OR FILTER SOCKS IN AREAS OF CONCENTRATED FLOWS

STABILIZATION MEASURES TO PREVENT SUCH CONDITIONS.

BARRIER INSTALLATION. IF CONCENTRATED FLOWS DO OCCUR, EMPLOY DIRECT

6. PERMIT NO FORMATION OF CONCENTRATED FLOWS ON THE DRAINAGE SLOPE ABOVE A SILT

FILTER SOCK AT LEAST 8 FEET UP THE SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT.

5. PLACE SILT BARRIERS AT LEVEL GRADE. EXTEND BOTH ENDS OF A SILT FENCE SECTION OR

COMPLETION OF THE DISTURBANCE ACTIVITY.

SEEDING CAN NOT BE PERFORMED WITH I N A PERIOD OF 20 CALENDAR DAYS AFTER THE

4. IMPLEMENT TEMPORARY SEEDING AND/OR MULCHING IN AREAS WHERE PERMANENT

IMPLEMENT TEMPORARY CONTROL MEASURES TO THE EXTENT FEASIBLE AND JUSTIFIED.

SCHEDULE. SHOULD SEASONAL LIMITATIONS MAKE SUCH COORDINATION UNREALISTIC,

TEMPORARY AND POLLUTION CONTROL MEASURES , IN ACCORDANCE WITH THE APPROVED

INCREMENTS, COMMENSURATE WITH CONTRACTOR 'S SEEDING AND OTHER SPECIFIED

3.…

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