Attachment_1_-_Plans.pdf

PDF 4 MB Posted Jul 18, 2016

Attached to: Sheraden Park - Aquatic Ecosystem Restoration Federal contract opportunity
Solicitation number: W911WN-16-B-8008
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

About this file

From the source

Attachment 1 - Plans

View the file

Other files for this federal contract opportunity

Other files attached to Sheraden Park - Aquatic Ecosystem Restoration, newest first.
File	Type	Posted
Bid_Results.doc	DOC document	Aug 22, 2016
Amendment_0003.pdf	PDF	Aug 16, 2016
Revised_Specifications.pdf	PDF	Aug 16, 2016
Amendment_02.doc	DOC document	Aug 12, 2016
Attachment_4_-_Site_Visit_Attendance.pdf	PDF	Aug 5, 2016
W911WN-16-B-8008-0001.pdf	PDF	Aug 5, 2016
W911WN-16-B-8008.pdf	PDF	Jul 18, 2016
Attachment_2_-_Specifications.pdf	PDF	Jul 18, 2016
Attachment_3_-_Attachments_to_Specifications.pdf	PDF	Jul 18, 2016

On GovTribe

Work with this file on GovTribe

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

Try for free Login

Text version

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

US ARMY CORPS

OF ENGINEERS

PITTSBURGH DISTRICT

W911WN-16-B-8008SOLICITATION NO.

PENNSYLVANIA

ALLEGHENY COUNTY

CITY OF PITTSBURGH

SHERADEN PARK

NEW PLANTINGS CONTRACT

RIPARIAN CHANNEL CONSTRUCTION AND

AQUATIC ECOSYSTEM RESTORATION PROJECT

SECTION 206

CERTIFIED FINAL DOCUMENTS

JUNE 2016

28 SEPT 2015

29 SEPT 2015

/s/ STEPHEN R. STOLTZ, P.E.

P W

P :d m s

O a

G .d g n

T S

D R

S T

U N

O a

G .d g n

N A

T U

R E S

H E

E T

G-0001

G R

O G

A N

C R

A T

T Y

A N

S I D s

A M

E S

S H

A T

P .E

/s/ JEANINE HOEY, P.E.

G O

L D

E N

/s/ JAMES T. SHIBATA, P.E.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

PITTSBURGH DISTRICT

T S

B U

R G

H P

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND DATE

APPROVED BY:

BRANCH CHIEF DATE

APPROVAL RECOMMENDED BY:

SECTION CHIEF DATE

SUBMITTED BY:

ANDAPPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

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

NUMBER

IDENTIFICATION

SHEET

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

GENERAL NOTES

REQUEST OF THE CONTRACTOR WITH THE APPROVAL OF THE CONTRACTING OFFICER.

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

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

THE UNIT PRICES BID FOR THE VARIOUS CONTRACT ITEMS.

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

MAY HAVE TO BE PERFORMED DURING OTHER THAN MONDAY-FRIDAY 7:00AM TO 6:00PM OR AT SPECIFIED PERIODS ONLY.

CONTRACT SPECIFICATIONS. WHERE REQUIRED BY AGENCIES HAVING JURISDICTION, CERTAIN NOISE-PRODUCING WORK

PRACTICAL, ELECTRICITY SHALL BE USED FOR POWER TO REDUCE NOISE, UNLESS OTHERWISE STIPULATED IN THE

OPERATED EQUIPMENT SHALL BE EQUIPPED WITH SILENCERS OR MUFFLERS ON INTAKE AND EXHAUST LINES. WHEREVER

REDUCE NOISE TO A MINIMUM. COMPRESSORS SHALL BE EQUIPPED WITH SILENCERS ON INTAKE LINES. ALL GAS OR OIL

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

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

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

CHLORIDE OR OTHER HARMFUL MATERIALS.

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

(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:

DIRECTED BY THE CONTRACTING OFFICER DURING THE LIFE OF THE CONTRACT TO CONTROL WATER POLLUTION.

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

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

CALCIUM CHLORIDE OR OTHER APPROVED DUST CONTROL PALLIATIVES AS DIRECTED.

PRECAUTIONS TO MINIMIZE FUGITIVE DUST. ALL WORK AREAS CAUSING FUGITIVE DUST SHALL BE TREATED WITH

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

REGULATIONS ISSUED PURSUANT TO THE CLEAN AIR ACT OF 1970.

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

IN THE PROJECT AREA DURING THE DEVELOPMENT OF THIS PROJECT.

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

TRIBUNALS HAVING AUTHORITY OR JURISDICTION OVER THE WORK, MATERIALS, EMPLOYEES, OR CONTRACT.

AS ALL ORDERS OR DECREES WHICH HAVE BEEN OR MAY BE PROMULGATED OR ENACTED BY ANY LEGAL BODIES OR

IN ANY MANNER AFFECTING THE CONDUCT OF THE WORK OR APPLYING TO EMPLOYEES ON THE PROJECT, AS WELL

STATE, AND LOCAL LAWS, ORDINANCES AND REGULATIONS CONCERNING ENVIRONMENTAL AND/OR POLLUTION CONTROLS

ENVIRONMENTAL CONTROL - THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH ALL FEDERAL

REQUIRES FULL-TIME INSPECTION AND MONITORING BY EQUITABLE GAS PERSONNEL.

REQUIRES DAILY INSPECTION BY EQUITABLE GAS COMPANY PERSONNEL. ANY WORK CONDUCTED WITHIN 5 FEET OF THE PIPELINE

COMPANY. ANY DESIGNATED WORK WITHIN 25 FEET OF THE 16-INCH HIGH PRESSURE GAS LINE CROSSING THE RIPARIAN RAVINE

EQUITABLE GAS UNDERGROUND HIGH PRESSURE GAS LINE - PRIOR TO WORK, THE CONTRACTOR SHALL CONTACT EQUITABLE GAS

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

UNIT PRICE BID FOR THE VARIOUS ITEMS OF WORK.

AND ANY ADDITIONAL EXPENSE INCURRED ON ACCOUNT OF SUCH OBSTRUCTIONS AND DIFFICULTIES SHALL BE INCLUDED IN THE

OWN WAY THE OBSTRUCTIONS AND DIFFICULTIES TO BE ENCOUNTERED IN THE PROSECUTION OF THE WORK UNDER THIS CONTRACT

CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITY LINES IN THE PROJECT AREA. THE CONTRACTOR SHALL DETERMINE IN HIS

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

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

RECORDS. THEREFORE, THEIR LOCATIONS AND SIZES MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE

UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM AVAILABLE AS-BUILT PLANS AND

MANNER THAT NEEDLESS CONFLICT WILL BE AVOIDED.

TO ALL UTILITIES. THE CONTRACTOR SHALL ARRANGE AND COOPERATE WITH UTILITY COMPANIES, SCHEDULING WORK IN SUCH A

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

ANY OR ALL WORK REQUIRED FOR PUBLIC OR PRIVATE UTILITIES WILL BE DONE BY AND AT THE EXPENSE OF THEIR RESPECTIVE

AND NOTIFY AND COMPLY WITH THE APPLICABLE UTILITY COMPANY'S CLEARANCE REQUIREMENTS.

OF PA ACT 287 OF 1974 AS AMENDED BY ACT 187 OF 1996. THE CONTRACTOR SHALL ALSO IDENTIFY ALL OVERHEAD LINES

ONE CALL SYSTEM, INC. (1-800-242-1776) REFERENCING SERIAL NUMBER 2010 172222-0000 AND COMPLY WITH THE PROVISIONS

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

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

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

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

P W

P :d m s

O a

G .d g n

T S

D R

S T

U N

O a

G .d g n

L O

C A

N M

A P A

N D G

E N

E R

A L N

O T

E S

G-0002

G R

O G

A N

C R

A T

T Y

A N

S I D s

A M

S H

A T

P .E

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

BE IN ACCORDANCE 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

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

THE CONTRACTOR SHALL PROVIDE ALL ENGINEERING AND SURVEY SERVICES NECESSARY TO LOCATE AND INSTALL

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

CONTRACT SPECIFICATIONS - ALL WORK DONE AND MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE IN

12.

11.

10.

TO TRAVEL THROUGH THE BEILER TRUCKING COMPANY PARKING LOT THROUGH THE CONTRACTING OFFICER.

ROADWAY THAT PROVIDES ACCESS TO THE MULTIPLE WORK AREAS AT THE SITE. THE CONTRACTOR SHALL SUBMIT ALL REQUESTS

LINDEN AVENUE AND STANHOPE STREET), THROUGH THE PARKING LOT OF THE BEILER TRUCKING COMPANY TO AN UNDEVELOPED

WORK AREA ACCESS - THE CONTRACTOR SHALL ACCESS THE WORK AREAS FROM STATE ROUTE 51 (AT THE INTERSECTION OF

THE CONTRACT.

AND SEDIMENTATION CONTROL DEVICES, VERNAL POOLS, TOAD HOUSES, ETC. AND ALL OTHER NECESSARY ITEMS AS DENOTED PER

CONTRACT MANAGEMENT OWNERSHIP - THE CONTRACTOR SHALL CONSTRUCT THE RIPARIAN RAVINE CHANNEL, ASSOCIATED EROSION

PROPERTY BOUNDARY, AND/OR WORK LIMITS AS NOTED ON THE DRAWINGS.

WORK LIMITS - CONTRACTOR SHALL CONFINE HIS CONSTRUCTION ACTIVITIES TO WITHIN THE STREET RIGHT-OF-WAYS, CITY PARK

OWN RISK UNTIL THE CONFLICT IS RESOLVED BY THE CONTRACTING OFFICER.

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

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

CONDITIONS.

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

INC. BASED ON FIELD SURVEYS PERFORMED BY SKELLY & LOY, INC. IN 2010, TERRASURV, INC. IN 2011, AND MICROSTATION PLATES

BASE MAPPING - THE BASE MAPPING UTILIZED FOR PROJECT DESIGN WAS PREPARED BY RHEA ENGINEERS & CONSULTANTS, LOCATIONS AND DEPTHS OF THESE LINES PRIOR TO CONSTRUCTION.

THE PROPOSED CHANNEL. CONTRACTOR SHALL UTILIZE PA ONE CALL AND COORDINATION DIRECTLY WITH THE UTILITY TO CONFIRM

PROPOSED CONSTRUCTION NEAR THE RIPARIAN RAVINE MAY UNCOVER DUAL UNDERGROUND CONDUITS TO THE IMMEDIATE EAST OF

VERIZON COMMUNICATIONS UNDERGROUND CABLES - PRIOR TO WORK, THE CONTRACTOR SHALL CONTACT VERIZON COMMUNICATIONS.

G O

L D

E N

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

PZ-2

SB-2

E X

G X

C X

PIER FOUNDATIONS

50' BUFFER AROUND DLCO

P W

P :d m s

O a

G .d g n

T S

D R

S T

U N

O a

G .d g n

PLANTING LOCATION

PROPOSED NATIVE SHRUB

PLANTING LOCATION

PROPOSED NATIVE TREE

UTILITY POLE

BOLLARD/POLE

PIEZOMETER LOCATION

APPROXIMATE SOIL BORING/

UNIMPROVED ROAD

ENTRANCE

ROCK CONSTRUCTION

SILT BARRIER FENCE

RIPARIAN CHANNEL

MR. JOSEPH FEDOR (412) 766-4810

PITTSBURGH, PA 15233

3300 PREBLE AVENUE

ALLEGHENY COUNTY SANITARY AUTHORITY (ALCOSAN)

MS. BARBARA MORSE (724) 242-3204

PITTSBURGH, PA 15212

225 NORTH SHORE DRIVE

EQUITABLE GAS COMPANY

MR. LARRY WARZNAK (412) 854-7607

BETHEL PARK, PA. 15102

560 HORNING ROAD

PENNSYLVANIA AMERICAN WATER

MR. BOB HOAK (724) 321-7136

CANONSBURG, PA. 15317

SOUTHPOINTE INDUSTRIAL PARK

501 TECHNOLOGY DR.

COLUMBIA GAS

MR. FRANK FISHER (724) 752-0437

FOMBELL, PA. 16120

355 NORTH TOWER ROAD

AT&T

MR. CHUCK BROWNING (412) 633-5005

PITTSBURGH, PA. 15222

201 STANWIX STREET, 10TH FLOOR

VERIZON OF PA, INC.

MR. BOB BEMER (412) 393-6000

PITTSBURGH, PA. 15233

2601 PREBLE AVENUE

DUQUESNE LIGHT COMPANY (DLCO)

MR. LARRY ODILLE, PE (412) 255-8938

PITTSBURGH, PA. 15222

441SMITHFIELD STREET

THE PITTSBURGH WATER AND SEWER AUTHORITY (PWSA)

MR. GARY KLUBERT (412) 255-8871

PITTSBURGH, PA. 15219

414 GRANT STREET

301 CITY-COUNTY BUILDING

BUREAU OF ENGINEERING AND CONSTRUCTION (TRAFFIC DIVISION)

CITY OF PITTSBURGH DEPARTMENT OF PUBLIC WORKS

MR. FRED FISCHER, PE (412) 255-2472

PITTSBURGH, PA. 15219

414 GRANT STREET

301 CITY-COUNTY BUILDING

BUREAU OF ENGINEERING AND CONSTRUCTION

CITY OF PITTSBURGH DEPARTMENT OF PUBLIC WORKS

THE FOLLOWING PUBLIC UTILITIES MAY HAVE LINES IN THE VICINITY OF THIS PROJECT:

SURVEY MONUMENT/ CONTROL POINT

PROPERTY LINE

ELECTRIC TOWER PIERS (DLCO)

(OWNER AS NOTED)

NATURAL GAS

(DLCO)

OVERHEAD ELECTRIC

UNDERGROUND (VERIZON)

COMMUNICATION

AERIAL (VERIZON)

COMMUNICATION

(OWNER AS NOTED)

SANITARY SEWER

Ne USDA/ NRCS SOIL GROUP

& APPROXIMATE PROJECT LIMITS

LIMITS OF DISTURBANCE (NPDES)

FOR BOUNDARY AND SCHEDULE)

VERNAL POOL (SEE DRAWING G-120

VZW COMM

412.828.1412

PITTSBURGH, PA 15238

SKELLY & LOY ENGINEERS & CONSULTANTS

FIELD SURVEY PLAN DOCUMENTATION PREPARED BY:

- URBAN LAND RAINSBORO COMPLEX

- URBAN LAND

- URBAN LAND CULLEOKA COMPLEX

- NEWARK SILT LOAM

- GILPIN VANDERGRIFT SILT LOAM

- GILPIN UPSHUR COMPLEX

- NEW CONDUITS FOR VERIZON UNDERGROUND CABLE

- EXISTING VERIZON UNDERGROUND CABLE

- VARIES

- UNITED STATES ARMY CORPS OF ENGINEERS

- TYPICAL

- REINFORCED CONCRETE PIPE

- PITTSBURGH WATER & SEWER AUTHORITY

- PROPERTY LINE

- PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

- ON CENTER

- NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

- DEPARTMENT OF PUBLIC WORKS (CITY OF PITTSBURGH)

- DUQUESNE LIGHT COMPANY

- CLEARANCE

- ALLEGHENY COUNTY SANITARY AUTHORITY

URB

UCD

GrE

GQF

VZW

VAR

USACE

TYP

RCP

PWSA

PENNDOT

NPDES

DPW

DLCO

CLR

ALCOSAN

C R

A T

T Y

G O

L D

E N

D R

A W

G I

N D

E X L E

G E

N D

G-0003

A N

D A

B B

R E

N S S

H E

CIVIL

CONTRACT DRAWINGS

GENERAL

FILENAME

CODE

DWG.

ID NO.

SHEET

TITLE

O46a_100_G-0001 100 G-0001 SIGNATURE SHEET

O46a_203_G-0002 203 G-0002 LOCATION MAP AND GENERAL NOTES

O46a_100_G-0003 100 G-0003 DRAWING INDEX, LEGEND AND ABBREVIATIONS SHEET

O46a_204_G-1004 G-1004 GENERAL SITE PLAN - EXISTING CONDITIONS

C-1001

C-3002

C-3003

C-3004

RIPARIAN CHANNEL - PLAN AND PROFILEO46a_886_C-1001

O46a_886_C-3002

O46a_886_C-3003

O46a_886_C-3004

RIPARIAN CHANNEL - CROSS-SECTIONS - SHEET 1 OF 3

RIPARIAN CHANNEL - CROSS-SECTIONS - SHEET 2 OF 3

RIPARIAN CHANNEL - CROSS-SECTIONS - SHEET 3 OF 3

O46a_886_L-1001 886 L-1001

O46a_886_L-5002 886 L-5002

LANDSCAPE AND RECREATION

NATIVE PLANTINGS - MISCELLANEOUS DETAILS

O46a_886_X-1001

O46a_886_X-5002

886 X-5002

X-1001

EROSION AND SEDIMENT CONTROL

Date:

POCS Serial NO.:

1-800-242-1776 or 8-1-1

CALL 3 BUSINESS DAYS BEFORE YOU DIG!

PENNSYLVANIA ONE CALL SYSTEM, INC.

www.pa1call.org

2010 172222-0000

O46a_886_C-5006 886 C-5006

O46a_886_C-5005 886 C-5005 RIPARIAN CHANNEL AND VERNAL POOL - CONSTRUCTION DETAILS - SHEET 1 OF 2

RIPARIAN CHANNEL AND VERNAL POOL - CONSTRUCTION DETAILS - SHEET 2 OF 2

EROSION AND SEDIMENT CONTROL AND VERNAL POOL LOCATION PLAN

EROSION AND SEDIMENT CONTROL PLAN - BMP DETAILS

NATIVE PLANTINGS PLAN

ABBREVIATIONS

SYMBOL LEGEND

GENERAL NOTES:

REPRESENT EXISTING FEATURES.

IN ITALICS AND/OR DISPLAYED IN GRAYSCALE

1. ITEMS CALLED OUT ON THE CONTRACT DRAWINGS

A N

S I D s

A M

S H

A T

P .E

G R

O G

A N

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

" R

C P

0 8

OHIO

NTRAL

RAIL

ROAD

CHARTIE

CREEK

FLO

BEITLER TRUCKING COMPANY

N/F

FURNACE STREET

(S . R . 5

A V E

N U E

ROCK APRON

ENDWALL AND

EXISTING 48"

KV OH E

LEC (D

LCO)

" C

M B

G A S

138 K

V OH ELEC (DLCO)

ELEC (

DLCO)

OH E

LEC (D

LCO)

OH ELEC

16" HIGH PRESSURE

EQUITABLE GAS CO

12"

COLU

MBIA

GAS

" E

Q U

A B

C O

45" A

LCOSAN

INTERCEPTOR

45"

COS

TERCE

PTOR

S E

W E

R C

O M

E D

" (P

W S

A C

C P

R F

U T F

A L L

C P

C-7

STRUCTURE

DIVERSION

PZ-3

SB-6

CP-4

CP-2

CP-1

CP-3

LEGEND

& APPROXIMATE PROJECT LIMITS

LIMITS OF DISTURBANCE (NPDES)

PROPERTY LINE

OVERHEAD ELECTRIC (DLCO)

NATURAL GAS (OWNER AS NOTED)

SANITARY SEWER (OWNER AS NOTED)

COMMUNICATION UNDERGROUND (VERIZON)

COMMUNICATION AERIAL (VERIZON)

STORM CULVERT

PZ-3

SB-6

PIEZOMETER LOCATION

APPROXIMATE SOIL BORING/

UTILITY POLE

ELECTRIC TOWER PIERS (DLCO)

SURVEY MONUMENT/CONTROL POINT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

P W

P :d m s

O a

G .d g n

T S

D R

S T

U N

O a

G .d g n

G E

N E

R A

L S

E P

L A

G-1004

E X

G C

O N

NOTES

POINT NO. NORTHING

419392.3816

419207.0861

419118.2759

418996.5834

419008.7631

419089.9012

419199.4104

419307.4426

419295.4819

419334.8737

419370.8589

419313.8651

419634.5321

419547.2971

419543.5963

419522.8561

419486.7365

419487.4143

419472.0610

419490.4771

419478.4465

419456.4712

419396.4305

419612.4854

EASTING

1325475.1724

1325394.0592

1325367.2409

1325357.7868

1325561.9409

1325562.8603

1325596.0093

1325642.3196

1325612.4164

1325520.5023

1325506.1080

1325658.3756

1325052.7508

1325142.8354

1325279.6959

1325394.4672

1325499.7328

1325517.9957

1325509.9290

1325600.3922

1325627.9726

1325678.3515

1325674.0828

1325685.9623

ELEVATION

N/A

752.97

781.81

774.06

758.33

725.14

712.90

NE SOUTH TUNNEL PORTAL - TH EASE CNR

SW SOUTH TUNNEL PORTAL - TH EASE CNR

SW SOUTH TUNNEL PORTAL - ESE CNR TRUE

SOUTH TUNNEL PORTAL - ESE CNR TRUE

SE SOUTH TUNNEL PORTAL - ESE CNR TRUE

SOUTH OF TUNNEL - CITY CORNER

SE OF TUNNEL - TH ESE CNR

E SOUTH TUNNEL PORTAL - CITY CORNER

NW NORTH TUNNEL PORTAL - REBAR AT CNR

NW NORTH TUNNEL PORTAL - POINT

NW NORTH TUNNEL PORTAL - TH ESE CNR

NORTH TUNNEL PORTAL FACE - I.P.

NORTH TUNNEL (ROAD C + BEITLER ESMT)

NE NORTH TUNNEL PORTAL - REBAR

E NORTH TUNNEL PORTAL - TH EASE CNR

NORTH TUNNEL (ROAD C + BEITLER ESMT)L

SELECTED P SURVEY CONTROL POINTSL

NOTES*

*NAD 83 STATE PLANE PA SOUTH, ELEVATION, NAVD 1988

POINT NO. NORTHING

CP-1

CP-2

CP-3

CP-4

420016.21729

419725.25247

420180.1394

419208.0134

EASTING

1326580.7202

1325396.4638

ELEVATION

712.20

NOTES*

*NAD 83 STATE PLANE PA SOUTH, ELEVATION, NAVD 1988

SURVEY MONUMENT SCHEDULE

1325924.08063

1324997.05076

709.79

732.68

752.97

SKELLY + LOY POINT 1

SKELLY + LOY POINT 2

RT. 51 DISK BRIDGE SIDEWALK

S&L + TERRASURV SHAKE PK

SCALE: 1" = 100'

EXISTING PLAN

200'0 100'

SCALE: 1"=100'

WORK LIMITS

CONTRACTOR

PROJECT LIMITS/

APPROXIMATE

WORK LIMITS

CONTRACTOR

PROJECT LIMITS/

APPROXIMATE

(TYP 4 PLACES)

SEE NOTE 1

WORK LIMITS

CONTRACTOR

PROJECT LIMITS/

APPROXIMATE

G R

O G

A N

C R

A T

T Y

A N

S I D

6. EXISTING CONTOURS SHOWN AT 10' VERTICAL INTERVALS ON THIS DRAWING.

DRAWING G-0003.

5. FOR GENERAL NOTES, ABBREVIATIONS AND ADDITIONAL LEGEND SYMBOLS, SEE

WORK ACTIVITIES.

THE PA ONE CALL SYSTEM AT LEAST THREE DAYS PRIOR TO ANY EARTH-

4. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES AND NOTIFY

CONTROL PLAN.

MEASURES AS PER THE APPROVED NPDES PERMIT AND EROSION AND SEDIMENT

3. THE CONTRACTOR SHALL COMPLY WITH ALL EROSION AND SEDIMENT CONTROL

DRAWING X-1001.

BACKFILLED TO THE DEPTHS SPECIFIED IN THE VERNAL POOL SCHEDULE ON

POOLS MAY BE EXCAVATED TO A TOTAL DEPTH OF 24", PROVIDED THEY ARE

WITHOUT THE WRITTEN PERMISSION OF THE CONTRACTING OFFICER. VERNAL

EXCEPTION OF VERNAL POOL CONSTRUCTION, IN THE FLOODPLAIN AREA

2. NO EXCAVATION GREATER THAN 1.5' IN DEPTH SHALL OCCUR, WITH THE

NATIVE SPECIES PLANTINGS BEING PERFORMED UNDER THIS CONTRACT.

DUQUESNE LIGHT POWER LINE PIER FOUNDATIONS, WITH THE EXCEPTION OF

1. NO CONSTRUCTION OR STAGING OPERATIONS SHALL OCCUR WITHIN 50' OF

G O

L D

E N s

A M

S H

A T

P .E

PZ-4

SB-4

PZ-3

SB-6

PZ-5

SB-5

PZ-2

SB-2 PZ-1

SB-3

SB-1

SB-10

SB-11

RAILROAD TRACK

TUNNEL

TYP

10'

T Y

' TYP

10'

VZW COMM

16" HIGH PRESSURE

GAS

42"

48" RCP

" R

C Ax

E Q

A B

L E

P R

E S

S U

R E

" H

C Ax

1+00

0+0 0 2+00

3+00

4+00

5+00

EXISTING CONTOUR

730 PROPOSED CONTOUR

(EXISTING)

COMMUNICATION UNDERGROUND

(EXISTING, ABANDONED)

COMMUNICATION UNDERGROUND

SANITARY SEWER (EXISTING)

SILT FENCE

CHECK DAM AREA

RIPARIAN CHANNEL ROCK/

ACCESS ROAD

12" THICK 2A LIMESTONE

EROSION CONTROL BLANKET

R-5 RIPRAP PROTECTED AREAS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

E L

E V

A T

E L

E V

A T

720 720

0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00

GROUND

EXISTING

48" RCP

EXISTING

S T

A N

N E

S T

E L

HEADWALL

EXISTING

ROCK APRON

EXISTING

S = -4.5%

S = -4.0% S = -4.0%

S = -4.0%

S T

A N

N E

C E

A D

C E

A D

FLOW LINE

CHANNEL

RIPARIAN

IN-PLACE

ABANDONED

SEE NOTE 1

C-5005

E L

S T

N N

C E

E L

C-5005

P W

P :d m s

O a

C .d g n

T S

D R

S T

U N

O a

C .d g n

P L

A N A

N D P

R O

C R

A T

T Y s

A M

S H

A T

P .E

G R

O G

A N

S I D

A R

N C

H A

N N

C-1001

FOUNDATION

DLCO PIER &

TUNNEL

N T

R A

R O

A D

OF EXISTING WETLAND

APPROXIMATE LOCATION

SLOPE R-5 RIPRAP

TOP OF 2:1 SIDE

S T

D A

B E

E C

S T

D A

B E

E C

S T

D A

B E

E C

AND RIPRAP APRON

PIPE WITH ENDWALL

EXISTING 48" CONNECTOR

S T

R O

M B

A R

& ACCESS ROAD

RAVINE CHANNEL

BEGIN RIPARIAN

STA 0+00

EXTENTS

CHANNEL BERM

SEE NOTE 1

DWG C-5005

DETAIL 2,

DAM - SEE

RIPARIAN ROCK

EDGE

CHANNEL BOTTOM

CHANNEL

C RIPARIAN RAVINE DETAIL 1, DWG C-5005

(TYP 3 PLACES) - SEE

RIPARIAN CHECK DAM

NOTES 3 AND 4)

ACCESS ROAD (SEE

12" 2A LIMESTONE

RCP (PWSA)

EXISTING 42"

NOTE 8, DWG C-3002

(ABANDONED) - SEE

EXISTING VERIZON COMM

NOTES:

DAMS, EACH SIDE)

ROCK AND CHECK

(TYP AT RIPARIAN

RIPRAP PROTECTION

ADDITIONAL R-5

S T

C E

A D

R A

A N

N E

L E

A R

NORTHING

0+00 (POB)

0+06.81 (PC)

0+11.53 (PI)

0+16.13 (PT)

1+14.86 (PC)

1+24.14 (PI)

1+33.36 (PT)

2+53.77 (PC)

2+73.81 (PI)

2+93.73 (PT)

3+62.03 (PT)

4+54.77 (PI)

419011.10

STATION EASTING

1325465.38 EXISTING ROCK APRON & 48" RCP

419017.69 1325463.69

419022.26 1325462.52

419026.94 1325463.10

5+00 (POE)

419124.93 1325475.18

419134.13 1325476.32

419142.97 1325479.13

419257.73 1325515.59

419276.83 1325521.66

419294.36 1325531.41

419354.05 1325564.60

419436.73 1325606.60

419479.93 1325619.27 END OF CHANNEL

TANGENT DOWNSTREAM OF TUNNEL

TANGENT UPSTREAM OF TUNNEL

LENGTH = 9.33 FT

D.C. (ARC) = 229°10'59" R

RADIUS = 25 FT

LENGTH = 18.50 FT

D.C. (ARC) = 57°17'45" R

RADIUS = 100 FT

LENGTH = 39.96 FT

D.C. (ARC) = 28°38'52" R

RADIUS = 200 FT

NOTES

HORIZONTAL GEOMETRY STAKEOUT

RIPARIAN RAVINE CHANNEL

*NAD 83 STATE PLANE PA SOUTH, ELEVATION, NAVD 1988

SCALE: 1" = 20'

RIPARIAN CHANNEL PLAN

VERTICAL SCALE: 1" = 20'

HORIZONTAL SCALE: 1" = 20'

RIPARIAN CHANNEL PROFILE

40'10'0 20'

SCALE: 1"=20'

THE RIPARIAN RAVINE CHANNEL BANK TO WHICH IT IS ADJACENT.

4. THE VERTICAL ALIGNMENT OF THE ACCESS ROADWAY SHALL FOLLOW THE TOP OF

BE UTILIZED FOR MAINTENANCE VEHICLE TURN-AROUNDS.

FOOT WIDTH AT STATION 0+65. THE 20-FOOT WIDE AREA OF THE ROADWAY SHALL

3. TRANSITION ACCESS ROADWAY FROM A 20-FOOT WIDTH AT STATION 0+30 TO A 10-

SEE DRAWING G-1004.

2. FOR LOCATION AND COORDINATES OF SURVEY MONUMENTS AND PROPERTY LINES,

FULL-TIME INSPECTION AND MONITORING BY EQUITABLE GAS COMPANY PERSONNEL.

PERSONNEL. ANY WORK CONDUCTED WITHIN 5 FEET OF THE PIPELINE WILL REQUIRE

THE RIPARIAN RAVINE WILL REQUIRE DAILY INSPECTION BY EQUITABLE GAS COMPANY

DESIGNATED WORK WITHIN 25 FEET OF THE 16-INCH HIGH-PRESSURE GAS LINE NEAR

1. PRIOR TO WORK, THE CONTRACTOR SHALL CONTACT EQUITABLE GAS COMPANY. ANY

G O

L D

E N

DWGS C-3003 AND C-3004)

WALL (SEE SECTIONS ON

BASE OF THE INSIDE TUNNEL

WINGWALLS AND ALONG THE

PROTECTION AT TUNNEL

PROVIDE R-5 RIPRAP

20'-0"

10'-0"10'-0" 10'-0"

10'-0"

10'-0" 10'-0"10'-0"

P W

P :d m s

O a

.d g n

T S

D R

S T

U N

O a

.d g n

C R

A T

T Y s

A M

S H

A T

P .E

A N

S I

A R

N C

H A

N N

E L

C R

O S

S -S

E C

N S

S H

E E

T O

0 20'10'

SCALE: 1"=10'

G R

O G

A N

C-3002

ENTIRE 25-FOOT LENGTH.

11. FOR CROSS-SECTIONS WHERE SIDE SLOPE CHANGES, CONTRACTOR SHALL TRANSITION SLOPE EVENLY OVER THE

10. WORK THIS DWG WITH DWGS C-3003 AND C-3004.

9. TEMPORARY SEED MIXTURE REQUIRED FOR ALL SLOPES.

8. BEGINNING AT APPROX STA 0+60, THE EXISTING VZW COMM LINES HAVE BEEN ABANDONED (SEE DWG C-1001).

7. THE INVERT ELEVATION OF THE 42" PWSA IS TO BE VERIFIED.

6. LIMIT OF EXCAVATION IS AT THE BOTTOM OF RIPRAP PLACEMENT.

01 50 00.10, AND IN ACCORDANCE WITH DWG G-0002.

5. EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR'S OPERATIONS AS SPECIFIED IN SECTION

4. LOCATION OF UTILITIES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY UTILITY LOCATIONS.

3. FOR TYPICAL RIPARIAN CHANNEL SECTION AND RIPARIAN ROCK AND CHECK DAM DETAILS, SEE DWG C-5005.

2. FOR RIPARIAN CHANNEL PLAN, SEE DWG C-1001.

MONITORING BY EQUITABLE GAS COMPANY PERSONNEL.

COMPANY PERSONNEL. ANY WORK CONDUCTED WITHIN 5 FEET OF THE PIPELINE REQUIRES FULL-TIME INSPECTION AND

OF THE 16-INCH HIGH-PRESSURE GAS LINE NEAR THE RIPARIAN RAVINE REQUIRES DAILY INSPECTION BY EQUITABLE GAS

1. PRIOR TO WORK, THE CONTRACTOR SHALL CONTACT EQUITABLE GAS COMPANY. ANY DESIGNATED WORK WITHIN 25 FEET

G O

L D

E N

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

E L

E V

A T

0 10 20-10-20

30 40 50-50 -30-40

E L

E V

A T

0 10 20-10-20

30 40 50-50 -30-40

E L

E V

A T

0 10 20-10-20

30 40 50-50 -30-40

E L

E V

A T

0 10 20-10-20

30 40 50-50 -30-40

E L

E V

A T

0 10 20-10-20

E L

E V

A T

30 40 50-50 -30-40

E L

E V

A T

0 10 20-10-20

E L

E V

A T

30 40 50-50 -30-40

0 10 20-10-20

E L

E V

A T

30 40 50-50 -30-40

E L

E V

A T

42" RCP PWSA

E L

E V

A T

N E

L E

V A

N E

L E

V A

N E

L E

V A

TRENCH

ANCHOR

ADJUST

(SEE NOTE 7)

INV EL 723. 41

VZW COMM (ABANDONED)

42" RCP PWSA

(SEE NOTE 7)

INV EL 729. 49

LIMIT OF EXCAVATION EL 740.44

4H:1V

42" RCP PWSA

(SEE NOTE 7)

INV EL 731. 34

LIMIT OF EXCAVATION EL 739.19

4H:1V

VZW COMM

2H:1V

ACCESS ROAD

TRANSITION AREA OF

AROUND AREA)

(VEHICLE TURN-

ACCESS ROAD

VZW COMM

C CHANNELL

LC CHANNEL

(SEE NOTE 4, DWG C-1001)

EROSION CONTROL BLANKET

(SEE NOTE 4, DWG C-1001)

EROSION CONTROL BLANKET

ALL SECTIONS, THIS DWG)

RIPARIAN CHANNEL (TYP

EXISTING GRADE

GRADE

PROPOSED

EXISTING GRADE

GRADE

PROPOSED

(SEE NOTE 7)

INV EL 731. 61

42" RCP PWSA

GRADE

PROPOSED

(SEE NOTE 4, DWG C-1001)

EROSION CONTROL BLANKET

ROAD

ACCESS

LC CHANNEL

SEE DETAIL 1, DWG C-5005

(STA 0+75 TO STA 0+96.5)

RIPERIAN ROCK DAM

C-5005

PROPOSED GRADE

VZW COMM (ABANDONED)

SEE NOTE 8 (TYP)

VZW COMM (ABANDONED)

(SEE NOTE 7)

INV EL 723. 50

42" RCP PWSA

EXISTING GRADE

VZW COMM (ABANDONED)

(SEE NOTE 7)

INV EL 723. 36

42" RCP PWSA

EXISTING GRADE

42" RCP PWSA

VZW COMM (ABANDONED)

(SEE NOTE 7)

INV EL 721. 41

EXISTING GRADE

SEE DETAIL 2, DWG C-5005

(STA 1+75 TO STA 1+92)

RIPERIAN CHECK DAM

GRADE

PROPOSED

VARIES

SLOPE

2H:1V

4H:1V

EXISTING GRADE

LIMIT OF EXCAVATION EL 736.00

STA 0+50

STA 0+75

STA 1+00

STA 1+25

STA 1+50

STA 1+75

STA 0+25

C CHANNELL

LIMIT OF EXCAVATION EL 734.18

ROAD

ACCESS

LC CHANNEL

LIMIT OF EXCAVATION EL 733.09

ROAD

ACCESS10H:1V

PROPOSED GRADE

4H:1V

LIMIT OF EXCAVATION EL 732.09

4H:1V

C CHANNELL

ROAD

ACCESS10H:1V

5H:1V

ROAD

ACCESS

LC CHANNEL

SEE DWG C-1001

(TYPICAL EACH SIDE)

AT RIPARIAN ROCK DAM

R-5 ROCK PROTECTION

SEE DWG C-1001

DAM (TYP EA SIDE)

AT RIPARIAN CHECK

R-5 ROCK PROTECTION

VARIES

SLOPE

PROPOSED GRADE

LIMIT OF EXCAVATION EL 729.09

10'-0"

C-5005 ALL SECTIONS, THIS DWG)

RIPARIAN CHANNEL (TYP

SEE DETAIL 2, DWG C-5005

(STA 3+25 TO STA 3+42)

RIPERIAN CHECK DAM

P W

P :d m s

O a

.d g n

T S

D R

S T

U N

O a

.d g n

C R

A T

T Y s

A M

S H

A T

P .E

A N

A R

N C

H A

N N

E L

C R

O S

S -S

E C

N S

S H

E E

T O

0 20'10'

SCALE: 1"=10'

G R

O G

A N

C-3003

3. FOR ADDITIONAL NOTES, SEE DWG C-3002.

2. CLEARANCE ABOVE GAS LINE TO BE FIELD-CHECKED.

1. WORK THIS DWG WITH DWGS C-3002 AND C-3004.

G O

L D

E N

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

E L

E V

A T

0 10 20-10-20

E L

E V

A T

30 40 50-50 -30-40

STA 2+00

E L

E V

A T

0 10 20-10-20

E L

E V

A T

30 40 50-50 -30-40

STA 2+25

0 10 20-10-20 30 40 50-50 -30-40

STA 2+50

0 10 20-10-20 30 40 50-50 -30-40

STA 3+00

0 10 20-10-20 30 40 50-50 -30-40

STA 3+25

0 10 20-10-20 30 40 50-50 -30-40

STA 3+50

710 710

E L

E V

A T

710 710

E L

E V

A T

E L

E V

A T

710 710

E L

E V

A T

E L

E V

A T

710 710

E L

E V

A T

E L

E V

A T

710 710

E L

E V

A T

E L

E V

A T

710 710

STA 2+75

E L

E V

A T

42" RCP PWSA

ROAD

ACCESS C CHANNELL

4H:1V

EXISTING GRADE

SLOPE VARIES

GRADE

PROPOSED

EXISTING GRADE

(SEE NOTE 4, DWG C-1001)

EROSION CONTROL BLANKET

TRENCH AS REQ'D

ADJUST ANCHOR

42" RCP PWSA

VZW COMM (ABANDONED)

42" RCP PWSA

VZW COMM (ABANDONED)

EXISTING GRADE

ROAD

ACCESS

LC CHANNEL

SEE DETAIL 2, DWG C-5005

(STA 2+50 TO STA 2+67)

RIPERIAN CHECK DAM

42" RCP PWSA

VZW COMM (ABANDONED)

(SEE NOTE 4, DWG C-1001)

EROSION CONTROL BLANKET

42" RCP PWSA

VZW COMM (ABANDONED)

ROAD

ACCESS C CHANNELL

LIMIT OF EXCAVATION EL 726.00

EXISTING GRADE

GRADE

PROPOSED

4H:1V

42" RCP PWSA

VZW COMM (ABANDONED)

C CHANNELL

ROAD

ACCESS

LIMIT OF EXCAVATION EL 723.10

EXISTING GRADE

~GRADE

PROPOSED

2H:1V

(SEE NOTE 4, DWG C-1001)

EROSION CONTROL BLANKET

VZW COMM (ABANDONED)

42" RCP PWSA

LIMIT OF EXCAVATION EL 724.10

ROAD

ACCESS

EXISTING GRADE

100-YEAR FLOOD ELEV

C CHANNEL

NOTE 7, DWG C-3002

INV EL 721. 79 - SEESEE NOTE 8, DWG C-3002 (TYP)

VZW COMM (ABANDONED)

NOTE 7, DWG C-3002

INV EL 719. 49 - SEE NOTE 1 , DWG C-3002

CROSSING STA 2+14 - SEE

EQUITABLE GAS LINE

16" HIGH PRESSURE

NOTE 7, DWG C-3002

INV EL 719. 32 - SEE

NOTE 7, DWG C-3002

INV EL 718. 73 - SEE

NOTE 7, DWG C-3002

INV EL 717. 25 - SEE

NOTE 7, DWG C-3002

INV EL 717. 06 - SEE

NOTE 7, DWG C-3002

INV EL 717. 32 - SEE

LIMIT OF EXCAVATION EL 725.8

LIMIT OF EXCAVATION EL 729.9

GRADE

EXISTING

VARIES

SLOPE

SLOPE VARIES

VARIES

SLOPE

(APPROX LOCATION)

TUNNEL WINGWALLS

FACE OF EXISTING

(TYP BOTH SIDES)

ELEVATION 730.00

100-YEAR FLOOD

WINGWALLS UP TO

FACE OF TUNNEL

PLACED ALONG U/S

MATERIAL TO BE

STA. 3+52 - R-5

ROAD

ACCESS C CHANNELL

PROPOSED GRADE

SEE NOTE 2, THIS DWG

LC CHANNEL

ROAD

ACCESS

LIMIT OF EXCAVATION EL 727.09

2.5H:1V

PROPOSED GRADE

SLOPE VARIES

LIMIT OF EXCAVATION EL 728.8

3H:1V

GRADE

PROPOSED

SLOPE VARIES

SEE DWG C-1001

DAM (TYP EA SIDE)

AT RIPARIAN CHECK

R-5 ROCK PROTECTION

SEE DWG C-1001

DAM (TYP EA SIDE)

AT RIPARIAN CHECK

R-5 ROCK PROTECTION

10'-0" 16'-5"

10'-0"

R 5'-0"

10'-0"

5'-0"

C-5005

UNLESS NOTED)

(TYP THIS DRAWING

RIPARIAN CHANNEL

0 10 20-10-20 30 40 50-50 -30-40

STA 3+75

E L

E V

A T

0 10 20-10-20

E L

E V

A T

30 40 50-50 -30-40

STA 4+00

E L

E V

A T

0 10 20-10-20 30 40 50-50 -30-40

STA 4+75

E L

E V

A T

0 10 20-10-20 30 40 50-50 -30-40

STA 5+00

END OF CHANNEL

E L

E V

A T

710 710

E L

E V

A T

LC CHANNEL

ROAD

ACCESS

LIMIT OF EXCAVATION EL 718.20

GRADE

PROPOSED

4H:1V

SLOPE VARIES

LIMIT OF EXCAVATION EL 716.50

VZW COMM (ABANDONED)

42" RCP PWSA

ROAD

ACCESS

LC CHANNEL

EXISTING GRADE

NOTE 7, DWG C-3002

INV EL 708. 11 - SEE

42" RCP PWSA

VZW COMM (ABANDONED)

EXISTING GRADE

NOTE 7, DWG C-3002

INV EL 710. 61 - SEE

E L

E V

A T

0 10 20-10-20 30 40 50-50 -30-40

STA 4+50

P W

P :d m s

O a

.d g n

T S

D R

S T

U N

O a

.d g n

C R

A T

T Y s

A M

S H

A T

P .E

A N

A R

N C

H A

N N

E L

C R

O S

S -S

E C

N S

S H

E E

T O

0 20'10'

SCALE: 1"=10'

G R

O G

A N

C-3004

2. FOR ADDITIONAL NOTES, SEE DWG C-3002.

1. WORK THIS DWG WITH DWGS C-3002 AND C-3003.

G O

L D

E N

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

42" RCP PWSA

EL 722.85

LIMIT OF EXCAVATION

ROAD

ACCESS

C-5006

FLOOR

TUNNEL

EXISTING

42" RCP PWSA

VZW COMM (ABANDONED)

EL 721.76

LIMIT OF EXCAVATION

ROAD

ACCESS

FLOOR

TUNNEL

EXISTING

ROAD

ACCESS

FLOOR

TUNNEL

EXISTING

EL 720.59

LIMIT OF EXCAVATION

VZW COMM (ABANDONED)

42" RCP PWSA

VZW COMM (ABANDONED)

ROAD

ACCESS

EXISTING GRADE

100-YEAR FLOOD ELEV

NOTE 8, DWG C-3002 (TYP)

VZW COMM (ABANDONED) - SEE

NOTE 7, DWG C-3002

INV EL 715. 05 - SEE

NOTE 7, DWG C-3002

INV EL 713. 57 - SEE

NOTE 7, DWG C-3002

INV EL 715. 23 - SEE

NOTE 7, DWG C-3002

INV EL 712. 05 - SEE

C TUNNEL

LC TUNNEL

(APPROX LOCATION)

TUNNEL WINGWALLS

FACE OF EXISTING

(TYP BOTH SIDES)

ELEVATION 730.00

100-YEAR FLOOD

WINGWALLS UP TO

FACE OF TUNNEL

PLACED ALONG D/S

MATERIAL TO BE

STA. 4+40 - R-5

EL 719.40

LIMIT OF EXCAVATION

(TYP INSIDE TUNNEL)

RIPARIAN CHANNEL

LC TUNNEL

LC CHANNEL

C CHANNELL

E L

E V

A T

0 10 20-10-20 30 40 50-50 -30-40

STA 4+25

C CHANNELL

LC TUNNEL

AS REQ'D

GRADE

AS REQ'D

GRADE

ROAD (TYP)

EDGE OF

ROAD (TYP)

EDGE OF

ROAD (TYP)

EDGE OF

C CHANNELL

4'-6"

5'-6"

3'-6"

2'-0"

(SEE NOTE 1)

ACCESS ROAD RIPARIAN CHANNEL

2'-0"

17'-0"

T E

Y P

2'-0" 2'-0"

12'-6"

T E

2'-0"

18'-0"

GRAVEL ACCESS

10'-0"

RIPARIAN CHANNEL/ACCESS ROAD TYPICAL SECTION

PLAN VIEW

SECTION C

SECTION D

TYPICAL RIPARIAN CHECK DAM

PLAN VIEW

SECTION A SECTION B

RIPARIAN ROCK DAM

NOTES:

AND CHECK DAMS.

THE CENTER OF THE R-6 RIPRAP IN THE ROCK

4. A 3-INCH DEPRESSION SHALL BE INSTALLED AT

ON THE SIDE SLOPES OF THE CHANNEL.

SHALL EXTEND 12 INCHES INTO THE R-5 RIPRAP

3. THE R-6 RIPRAP IN THE ROCK AND CHECK DAMS

REACHING HALF THE HEIGHT OF THE DAM.

ROCK DAM AND CHECK DAMS PRIOR TO IT

2. REMOVE ACCUMULATIONS OF SEDIMENT AT THE

CHECK DAMS.

OF THE RIPARIAN ROCK DAM AND THREE RIPARIAN

FOR ACCESS ROAD INFORMATION AND LOCATIONS

1. REFER TO PLAN AND PROFILE ON DRAWING C-1001

RAILROAD TRACKS.

LOCATED IN TUNNEL UNDER

RIPARIAN CHANNEL SECTION

FOR TYPICAL ACCESS ROAD/

SEE DETAIL 3, DWG C-5006

NOTE:

P W

P :d m s

O a

.d g n

T S

D R

S T

U N

O a

.d g n

C-5005

G R

O G

A N

C R

A T

T Y

A N

S I D s

A M

S H

A T

P .E

A R

N C

H A

N N

E L A

N D V

E R

N A

L P

O O

C O

N S

T R

U C

N D

E T

S H

E E

T O

0 4' 8' 12'

SCALE: ‰"=1'

G O

L D

E N

C-3004

C-3003

C-3002

DETAIL

SCALE: ‰" = 1'-0"

C-1001

DETAIL

SCALE: ‰" = 1'-0"

C-1001

DETAIL

SCALE: ‰" = 1'-0"

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

TRENCH

ANCHOR

18" x 18"

TRENCH

ANCHOR

18" x 18"

APPROVED EQUAL

GEOTEXTILE OR

MIRAFI 500X WOVEN

(12" THICK)

2A LIMESTONE

(24" MIN)

R-5 RIPRAP

(TYP EA SIDE)

SLOPE CONDITIONS

FOR CUT/FILL FINAL

SEE CROSS-SECTIONS

APPROVED EQUAL

GEOTEXTILE OR

MIRAFI 500X WOVEN R-5 RIPRAP

R-6 RIPRAP

BOTTOM

CHANNEL

BOTTOM

CHANNEL

TOP OF BANK

R-6 RIPRAP

R-5 RIPRAP

BOTTOM

CHANNEL

FLOW

ACCESS ROAD

EDGE OF GRAVEL

TOP OF BANK/

ACCESS ROAD

EDGE OF GRAVEL

TOP OF BANK/

R-5 RIPRAP

R-6 RIPRAP

DAM - SEE NOTE 3

AT MIDPOINT OF CHECK

TYP CHANNEL SECTION

TOP OF BANK

R-5 RIPRAP

BOTTOM

CHANNEL

FLOW

TOP OF BANK

ROAD

ACCESS

GRAVEL

R-5 RIPRAP

R-6 RIPRAP

BLOCK OR APPROVED EQUAL

KEYSTONE 18" STANDARD UNIT

ROCK DAM (3H:1V)

OF THE RIPARIAN

DOWNSTREAM SLOPE

SLOPE TO THE

MATCH ACCESS ROAD

BATTER

8° WALL

BOTTOM

CHANNEL

ACCESS ROAD

EDGE OF GRAVEL

TOP OF BANK/

APPROVED EQUAL

GEOTEXTILE OR

MIRAFI 500X WOVEN

PENNDOT 2A LEVELING PAD

6" MIN DEPTH BY 24" WIDE

(1'-0" MIN)

PENNDOT 2A

ACCESS ROAD

EDGE OF GRAVEL

TOP OF BANK/

BOTTOM

CHANNEL

BLOCK OR APPROVED EQUAL

KEYSTONE 18" STANDARD UNIT

R-6 RIPRAP

BETWEEN R-5 AND

APPROX BOUNDARY

R-6 RIPRAP

R-5 RIPRAP

ROAD

PENNDOT 2A LEVELING PAD

6" MIN DEPTH BY 24" WIDE

(BEYOND WALL)

RIPARIAN ROCK DAM

APPROVED EQUAL

GEOTEXTILE OR

MIRAFI 500X WOVEN

CHANNEL BOTTOM

ADDITIONAL INFORMATION

SECTION, THIS DWG, FOR

ACCESS ROAD - SEE TYP

RIPARIAN CHANNEL AND

APPROVED EQUAL

BLOCK OR

STANDARD UNIT

KEYSTONE 18"

(BEYOND)

ROAD

ACCESS~

P T

6" - 8"

2'-0"

4'-6"

5'-6"

ACCESS ROAD

10'-0"

RIPARIAN CHANNEL

P W

P :d m s

O a

.d g n

T S

D R

S T

U N

O a

.d g n

C-5006

G R

O G

A N

C R

A T

T Y

A N

S I D s

A M

S H

A T

P .E

A R

N C

H A

N N

E L A

N D V

E R

N A

L P

O O

C O

N S

T R

U C

N D

E T

S H

E E

T O

G O

L D

E N

C-3004

DETAIL

SCALE: ‰" = 1'-0"

0 4' 8' 12'

SCALE: ‰"=1'

RIPARIAN CHANNEL/ACCESS ROAD IN RAILROAD TUNNEL

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

BOWL-SHAPED TOPOGRAPHY.

PROMOTE SURFACE DRAINAGE TOWARDS THE POOL. THE FINAL VERNAL POOL SHOULD RESEMBLE A

4. THE AREA SURROUNDING EACH POOL SHALL BE COMPACTED WITH THE EXCAVATION EQUIPMENT TO

SEE TABLE ON SHEET X-1001 FOR MINIMUM NUMBER OF TOAD HOUSES REQUIRED FOR EACH POOL.

3. TOAD HOUSES SHALL BE CONSTRUCTED ADJACENT TO THE VERNAL POOL TO AVOID FLOODING.

POOL.

THE REPLACEMENT OF APPROXIMATELY 4 INCHES OF TOPSOIL/ORGANICS INTO THE EXCAVATED

VERNAL POOL. THIS SHALL BE PERFORMED BY HAND, OR BY LIGHT-WEIGHT EQUIPMENT, FOLLOWING

2. ORGANICS AND ROCKS SHALL BE DISTRIBUTED RANDOMLY THROUGHOUT, AND ADJACENT TO, EACH

LOCATING THE POOL DIRECTLY OVER AN EXISTING UNDERGROUND UTILITY.

FEATURES. ANY FIELD ADJUSTMENT TO A VERNAL POOL SHALL AVOID, TO THE EXTENT POSSIBLE, OF THE POOL SHOULD BE ADJUSTED BASED ON LOCAL TOPOGRAPHY OR OTHER PHYSICAL

SHALL BE INSPECTED BY USACE (OR OTHER APPOINTED PARTY) TO DETERMINE IF THE LOCATION

1. THE CONTRACTOR SHALL STAKE THE CENTER OF EACH VERNAL POOL. THE SURROUNDING AREA

VERNAL POOL NOTES

GRADE

EXISTING

POOL TO A BOWL SHAPE

EXCAVATE AND GRADE

ORGANICS

TOPSOIL/

4" OF

LOCATIONS, DEPTHS AND SIZES OF VERNAL POOLS

SEE VERNAL POOL SCHEDULE, DWG X-1001, FOR

PROPOSED POOL)

STAKE (CENTER OF

LOG

TOAD HOUSE

BRANCH

FERN

ROCK

POOL TO A BOWL SHAPE

EXCAVATE AND GRADE

PLAN VIEW

LEGEND

SECTION A

DETAIL

N.T.S.

TYPICAL VERNAL POOL

GRADE

EXISTING

SIDEB

C K

SOIL/FILL

GRADE

EXISTING

FRONT ELEVATION

SECTION B

ROOF

ENTRANCE

FRONT

TOAD HOUSE NOTES

RACCOONS OR DEER.

STURDY TO WITHSTAND THE WEIGHT OF OTHER ANIMALS THAT MAY VISIT THE SITE, SUCH AS

4. THE TOAD HOUSES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT IT IS SUFFICIENTLY

GRAVEL FILL, ALLOWING IT TO BLEND IN WITH ITS NATURAL SURROUNDINGS.

3. THE BACK, ROOF AND SIDES OF THE TOAD HOUSES SHALL BE PARTIALLY COVERED WITH SOIL/

REAR WALL.

2. THE STRUCTURE SHALL CONSIST OF TWO SIDE WALLS, A ROOF AND, IF NECESSARY, A BACK/

1. APPROXIMATELY ONE HALF OF THE TOAD HOUSE WALLS SHALL BE BURIED FOR STABILIZATION.

DETAIL

N.T.S.

TYPICAL TOAD HOUSE

TUNNEL FLOOR

EXISTING

EXISTING TUNNEL

(12" THICK)

2A LIMESTONE

2 2

APPROVED EQUAL

GEOTEXTILE OR

MIRAFI 500X WOVEN

(24" MIN)

R-5 RIPRAP

FLOOD ELEV

100-YEAR

EL 730.00

FLOOD ELEV

100-YEAR

EL 730.00

VARIES

SLOPE

SLOPE VARIES

TUNNEL FLOOR

EXISTING

EXISTING TUNNEL

OF TUNNEL)

(TYP BOTH SIDES

UP TO EL 730.00

PLACE R-5 RIPRAP

TRENCH

ANCHOR

18" x 18"

TRENCH

ANCHOR

18" x 18"

OHIO

NTRAL

RAIL

ROAD

CHARTIE

CREEK

FLO

FURNACE STREET

(S . R . 5

N U E

ROCK APRON

ENDWALL AND

EXISTING 48"

KV OH E

LEC (D

LCO)

" C

M B

G A S

138 K

V OH ELEC (DLCO)

ELEC (

DLCO)

OH E

LEC (D

LCO)

OH ELEC

16" HIGH PRESSURE

EQUITABLE GAS CO

12"

COLU

MBIA

GAS

" E

Q U

A B

45" A

LCOSAN

INTERCEPTOR

45"

COS

TERCE

PTOR

A C

C P

R F

U T F

A L L

C P

C-7

STRUCTURE

DIVERSION

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

P W

P :d m s

O a

L .d g n

T S

D R

S T

U N

O a

L .d g n

L-1001

NORTHING

BE-1

BE-2

BE-3

BE-4

AS-1

AS-2

AS-3

SM-1

SM-2

SM-3

SM-4

SM-5

SM-6

EASTING

N/A

SCALE: 1" = 100'

PLANTING PLAN

200'0 100'

SCALE: 1"=100'

WORK LIMITS

CONTRACTOR

PROJECT LIMITS/

APPROXIMATE

WORK LIMITS

CONTRACTOR

PROJECT LIMITS/

APPROXIMATE

(TYP 4 PLACES)

SEE NOTE 1

WORK LIMITS

CONTRACTOR

PROJECT LIMITS/

APPROXIMATE

G R

O G

A N

C R

A T

T Y

A N

S I D

AREA (SF)

MIN REQUIRED

NUMBER

I.D.

419627.0 1324479.6

419728.6 1324669.9 7600

419517.1 1324634.4

419688.6 1325263.8

419840.0 1325594.6 3500

419998.2 1326122.3 5300

419285.3 1325483.7 2700

419251.2 1325543.5

419115.7 1325421.3

N/A

419135.2 1325493.4

419322.8 1325514.6

419314.7 1325573.8

419322.5 1325596.4

419115.4 1325492.9

419342.9 1325515.3

419356.7 1325521.3

419149.5 1325497.1

419164.8 1325503.0

419177.8 1325508.7

419190.2 1325515.1

419283.3 1325551.3

419296.8 1325564.1

PLANTING AREAS

SHRUB AND TREE

DRAWING G-0003.

7. FOR GENERAL NOTES, ABBREVIATIONS AND ADDITIONAL LEGEND SYMBOLS, SEE

FEET.

PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTHERN ZONE, U.S.

6. NORTHINGS AND EASTINGS BASED ON 1983 NORTH AMERICAN DATUM (1983),

OF CONSTRUCTION INFORMATION.

5. REFER TO DRAWING L-5002 FOR TREE AND SHRUB DETAILS AND SEQUENCE

TO ENSURE PROPER LIMITS OF CONSTRUCTION ARE BEING MAINTAINED.

SURVEY RECORDED PLAN INFORMATION DURING MOBILIZATION AND STAKE-OUT

ENGINEERS (USACE) AND BE PROVIDED WITH ADDITIONAL PROPERTY BOUNDARY

4. THE CONTRACTOR SHALL COORDINATE WITH THE U.S. ARMY CORPS OF

ACTIVITIES.

THE PA ONE CALL SYSTEM AT LEAST ONE WEEK PRIOR TO ANY EARTHWORK

3. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES AND NOTIFY

CONTROL PLAN.

MEASURES AS PER THE APPROVED NPDES PERMIT AND EROSION AND SEDIMENT

2. THE CONTRACTOR SHALL COMPLY WITH ALL EROSION AND SEDIMENT CONTROL

FOUNDATIONS, REGARDLESS OF THE ACTIVITY.

ONLY HAND WORK AND HAND TOOLS SHALL BE USED WITHIN 5' OF THE PIER

LIGHT POWER LINE PIER FOUNDATIONS DURING PLANTING PLAN ACTIVITIES.

1. NO LONG-TERM STAGING OPERATIONS SHALL OCCUR WITHIN 50' OF DUQUESNE

NOTE 6, THIS DRAWING

APPROXIMATE CENTER OF PLANTING AREA - SEE

SHRUB AND TREE SCHEDULE

KEY COMMON NAME SCIENTIFIC NAME PLANT SIZE DENSITY QUANTITY

ELDERBERRY

Canadensis

Sambucus

BARE ROOT

2 FT HEIGHT,

7 FT OC 213

SD 7 FT OC 271

BARE ROOT

2 FT HEIGHT,

SILKY DOGWOOD

Amomum

Cornus

RC 7 FT OC 143

BARE ROOT

2 FT HEIGHT,

RED CHOKEBERRY

Arbutifolia

Aronia

SW 7 FT OC 223

BARE ROOT

2 FT HEIGHT,

SILKY WILLOW

Sericea

Salix

SS 7 FT OC

BARE ROOT

2 FT HEIGHT,

STAGHORN SUMAC

Typhina

Rhus

GD 7 FT OC

BARE ROOT

2 FT HEIGHT,

GRAY DOGWOOD

Racemosa

Cornus

AS SEE PLANSYCAMORE

Occidentalis

Platanus

CALIPER B&B

1.5 INCH

BE SEE PLAN

CALIPER B&B

1.5 INCH

4BOX ELDER

Negundo

Acer

SM SEE PLAN 6

CALIPER B&B

1.5 INCH

SILVER MAPLE

Saccharinum

Acer

DRAWING)

FOUNDATIONS (SEE NOTE 1, THIS

50' BUFFER AROUND DLCO PIER

& APPROXIMATE PROJECT LIMITS

LIMITS OF DISTURBANCE (NPDES)

PLANTING LOCATION

PROPOSED NATIVE SHRUB

CHANNEL AREA

RIPARIAN

PROPOSED

PLANTING LOCATION

PROPOSED NATIVE TREE

QUANTITY OF TREE/SHRUB TYPE213 OF CE

DETAIL

SCALE: 1" = 50'

BE-1

BE-2

BE-3

BE-4

AS-1

AS-2

AS-3

SM-1

SM-2

SM-3

SM-4

SM-5

SM-6

PLANTINGS (TYP)

GAS LINE AND TREE

CLEARANCE BETWEEN

MAINTAIN 25' MINIMUM

ACCESS ROAD

PROPOSED GRAVEL

AREA

CHANNEL

RIPARIAN

PROPOSED

ROAD

ACCESS

GRAVEL

PROPOSED

E P

L A

N T

G S P

L A

G O

L D

E N s

A M

S H

A T

P .E

59 OF SW

59 OF SD

66 OF SW

66 OF SD

66 OF CE

49 OF SD

49 OF CE

52 OF SW

52 OF SD

52 OF RC

52 OF CE

46 OF SW

45 OF RC

45 OF SD

46 OF RC

46 OF CE

36 OF SS

35 OF GD

54 OF SS

53 OF GD

27 OF GD

MINIMUM TOP WIDTH OF PLANTING PIT - SEE TABLE A

12"

CONSTRUCTION SEQUENCE

6. FINAL INSPECTION OF THE PLANTINGS SHALL OCCUR WITH THE CONTRACTING OFFICER APPROXIMATELY ONE YEAR AFTER THE INITIAL PLANTING.

REQUIREMENTS OF THE PROJECT SPECIFICATIONS SHALL BE REPLACED.

5. THE NATIVE PLANTINGS SHALL BE MONITORED QUARTERLY FOR THE FIRST YEAR FOR GROWTH AND VIABILITY. ANY PLANTINGS NOT MEETING THE

4. ONE YEAR AFTER THE SECOND APPLICATION OF THE GLYPHOSATE, THE NATIVE PLANTINGS PRESENTED ON THE DRAWINGS SHALL BE PLANTED.

3. ONE YEAR AFTER THE INITIAL APPLICATION, GLYPHOSATE SHALL BE APPLIED TO ANY REGROWTH OF INVASIVE SPECIES.

2. ALL DISTURBED AREAS WITH EXPOSED SOIL SHALL BE STABILIZED WITH A TEMPORARY SEED MIXTURE.

TREATED WITH A GLYPHOSATE HERBICIDE APPROVED BY THE CONTRACTING OFFICER, AND RE-TREATED, AS DIRECTED.

1. INVASIVE PLANT SPECIES (JAPANESE KNOTWEED, REED CANARYGRASS AND POISON HEMLOCK) WILL BE REMOVED. THE VEGETATION SHALL BE CUT, THE OUTLINE OF THE GENERAL SEQUENCES OF INVASIVE SPECIES REMOVAL AND PLANTING ACTIVITIES ARE AS FOLLOWS:

3" MULCH (TYP)

ROOT BALL

FROM THE TOP OF THE

PULL OR CUT BURLAP AWAY

ENCIRCLING TREE TRUNK AND

CUT AWAY ROPE OR TWINE

PIT

SAUCER AROUND

MULCH MOUND

THAN EXISTING GRADE

OF TREE 1" HIGHER

PLACE ROOT FLARE

GRADE

EXISTING

PEAT MOSS3

1AND

THAT WAS REMOVED

EXISTING SOIL MATERIAL

2MIXED BACKFILL OF

THOROUGHLY TAMPED

ROUGHED PIT SIDES

TAPERED AND

BASKET (OR REMOVE)

OVER THE EXTRA WIRE

WAY DOWN AND BEND

CUT WIRE BASKET HALF

ON FIRM GROUND

SET ROOT BALL

NOTE:

FLARE MUST BE PLANTED 1" ABOVE FINISHED GRADE.

THE BURLAP TO DETERMINE THE ROOT FLARE. THE ROOT

BEFORE DIGGING THE PIT FOR THE TREE, REMOVE PART OF

TABLE A

CALIPER

PLANTING PIT

MIN TOP DIAMETER OF

(INCHES)

3" - 3.5"

2" - 2.5"

1" - 1.5"

PLANTING PIT

MIN TOP DIAMETER OF

4'-8" 5'

ROOT PROTECTION DEVICES)

(BALLED & BURLAPPED AND WIRE

DECIDUOUS TREES

TREE PLANTING DETAIL

HEIGHT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

THAN EXISTING GRADE

OF TREE 1" HIGHER

PLACE ROOT FLARE

GRADE

EXISTING

PEAT MOSS3

1AND

THAT WAS REMOVED

EXISTING SOIL MATERIAL

2MIXED BACKFILL OF

THOROUGHLY TAMPED

ROUGHED PIT SIDES

TAPERED AND

3" MULCH (TYP)

ROOTS AROUND THE ROOT BALL

IF CONTAINER PLANTING, SCARCIFY THE

AWAY FOR THE TOP OF THE ROOT BALL;

SHRUB TRUNK AND PULL OR CUT BURLAP

CUT AWAY ROPE OR TWINE ENCIRCLING

ROOT BALL

SHRUB (TYP)

1" AT BASE OF

TAPER MULCH TO

SHRUB PLANTING DETAIL

(BALLED & BURLAPPED OR CONTAINER)

DETAIL

N.T.S.

DETAIL

N.T.S.

P W

P :d m s

O a

.d g n

T S

D R

S T

U N

O a

.d g n

L-5002

C E

L L

A N

E O

U S D

E T

G R

O G

A N

C R

A T

T Y

A N

S I D

N A

E P

L A

N T

G S

G O

L D

E N s

A M

S H

A T

P .E

COMMON NAME SCIENTIFIC NAME

LB/ACRE

DENSITY

NOTES

SEED LIST TABULATION

64 SEE NOTE 1

30 SEE NOTE 2

SEE NOTE 3

PA ECOTYPE

FOX SEDGE,

PA ECOTYPE

VIRGINIA WILD RYE,

'NIAGRA'

BIG BLUESTEM,

VIEW', IN ECOTYPE

INDIANGRASS, 'PRARIE

FLOODPLAIN MIX

OATS

PA ECOTYPE

BLUNT BROOM SEDGE,

BLUE VERVAIN

'SHELTER'

SWITCHGRASS,

SEDGE, PA ECOTYPE

FRINGED (NODDING)

GOLDENROD, PA ECOTYPE

GRASS LEAVED

COMMON SNEEZEWEED

ASTER, PA ECOTYPE

PURPLE STEMMED

PA ECOTYPE

AWL SEDGE,

PA ECOTYPE

BONESET,

PA ECOTYPE

OX EYE SUNFLOWER,

PA ECOTYPE

JOE PYE WEED,

PA ECOTYPE

SEEDBOX,

PA ECOTYPE

SWAMP MILKWEED,

WILD BERGAMOT

SEE NOTE 3

PROVISIONS

SEE SPECIAL

Avena Sativa

PA ECOTYPE

Carex Vulpinoidea, PA ECOTYPE

Elymus Virginicus, Andropogon Gerardii

IN ECOTYPE

'PRARIE VIEW',

Sorghastrum Nutans, PA ECOTYPE

Carex Scoparia, Verbena Hastata

'SHELTER'

Panicum Virgatum, PA ECOTYPE

Carex Crinita, PA ECOTYPE

(SOLIDAGE G.),

Euthamia Graminifolia, Helenium Autumnale

PA ECOTYPE

Puniceum), (Symphyotrichum

Aster Puniceus

PA ECOTYPE

Carex Stipata, PA ECOTYPE

Perfoliatum, Eupatorium

PA ECOTYPE

Helianthoides, Heliopsis

PA ECOTYPE

Fistulosum, Eupatorium

PA ECOTYPE

Ludwigia Alternifolia, PA ECOTYPE

Asclepias Incarnata, Monarda Fistulosa

STANDARD NOTES:

3. SPECIES INCLUDED IN FLOODPLAIN MIX.

2. SEED IN AREAS WHERE INVASIVE SPECIES HAVE BEEN CONTROLLED.

SPECIES RESIDUE DOES NOT PROVIDE SUFFICIENT SOIL COVER.

1. UTILIZE AS NECESSARY FOR TEMPORARY STABILIZATION IF INVASIVE

" R

C P

0 850

OHIO

NTRAL

RAIL

ROAD

CHARTIE

CREEK

FLO

BEITLER TRUCKING COMPANY

N/F

FURNACE STREET

(S . R . 5

N U E

ROCK APRON

ENDWALL AND

EXISTING 48"

WETLANDS

EXISTING

WETLANDS

EXISTING

ACCESS ROAD

EXISTING

KV OH E

LEC (D

LCO)

" C

M B

G A S

138 K

V OH ELEC (DLCO)

ELEC (

DLCO)

OH E

LEC (D

LCO)

OH ELEC

OH E

LEC

16" HIGH PRESSURE

EQUITABLE GAS CO

12"

COLU

MBIA

GAS

" E

Q U

A B

45" A

LCOSAN

INTERCEPTOR

45"

COS

TERCE

PTOR

S E

W E

R C

O M

E D

" (P

W S

A C

C P

R F

U T F

A L L

C P

C-7

STRUCTURE

DIVERSION

DRAWING)

FOUNDATIONS (SEE NOTE 1, THIS

50' BUFFER AROUND DLCO PIER

& APPROXIMATE PROJECT LIMITS

LIMITS OF DISTURBANCE (NPDES)

POOL SCHEDULE, THIS DWG)

VERNAL POOL (SEE VERNAL

Ne USDA/NRCS SOIL GROUP

ROCK CONSTRUCTION ENTRANCE

SILT FENCE

EXISTING ACCESS ROAD

WOODED AREA

EROSION CONTROL BLANKET

RIPARIAN CHANNEL

WETLAND AREA

GQF

Ne Ne

UCD

GQF

GrE

URB

B M

R K

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

H P

S H

E R

A D

E N P

A R

K S

E C

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

N P

R O J E

C T

N E

W P

L A

N T

G S C

O N

T R

A C

A R

N C

H A

N N

E L C

O N

S T

R U

C T

N A

N D

CERTIFIED FINAL DOCUMENTS

W N

P W

P :d m s

O a

X .d g n

T S

D R

S T

U N

O a

X .d g n

X-1001

NORTHING EASTING

200'0 100'

SCALE: 1"=100'

WORK LIMITS

CONTRACTOR

PROJECT LIMITS/

APPROXIMATE

(TYP 4 PLACES)

SEE NOTE 1

G R

O G

A N

C R

A T

T Y

A N

S I D

AREA (SF)

MIN REQUIRED

419627.0 1324479.6

419728.6 1324669.9 700

419517.1 1324634.4

419688.6 1325263.8

419840.0 1325594.6 700

419998.2 1326122.3 700

419285.3 1325483.7 700

419251.2 1325543.5

4…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.