Exhibit_B_-Plans.pdf

/s/JAMES T SHIBATA P.E. 25 JULY 2017

25 JULY 2017

25 JULY 2017

/s/STEPHEN R STOLTZ P.E.

/s/JEFF E FRITZ P.E.

G-0100

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E T of Engineers

US Army Corps

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EMSWORTH LOCKS AND DAM

WEST VIEW COOP SITE

CERTIFIED FINAL DOCUMENTSISSUE:

JULY 2017ISSUE DATE:

W911WN-XX-X-XXXXCONTRACT NO.:

W911WN-17-T-8001SOLICITATION NO.:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

DATE

SUBMITTED BY:

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

DATE

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

BRANCH CHIEF

APPROVED BY:

J R

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ALLEGHENY COUNTY, PENNSYLVANIA

ACCESS ROADS PAVEMENT IMPROVEMENT PROJECT

AND WEST VIEW CONTINUITY OF OPERATIONS SITE

EMSWORTH LOCKS AND DAM MAIN CHANNEL

OHIO RIVER BASIN

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CONTRACTOR WORK LIMITS

LEGEND

PL

EXISTING GUIDE RAIL

EXISTING CHAIN LINK FENCEX

PROPERTY LINE

SHORE LINE

ORIGINAL TRACT LINE

EXISTING MAJOR CONTOUR LINE

8. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE REPRESENT EXISTING FEATURES.

7. REMOVAL & DISPOSAL OF EXISTING MATERIALS SHALL BE IN ACCORDANCE WITH CONTRACT SPECIFICATION SECTION 02 42 00.00 08.

- THE CONTRACTOR SHALL UTILIZE EQUIPMENT SILENCERS AND MUFFLERS TO MINIMIZE NOISE POLLUTION DURING CONSTRUCTION.

SEDIMENT TRANSPORT FROM THE CONSTRUCTION AREA.

- THE CONTRACTOR SHALL FURNISH, MAINTAIN AND REMOVE TEMPORARY SEDIMENT CONTROL MEASURES AS NECESSARY TO LIMIT

TREATED WITH CALCIUM CHLORIDE OR OTHER APPROVED DUST CONTROL PALLIATIVES AS DIRECTED BY THE CONTRACTING OFFICER.

- THE CONTRACTOR SHALL TAKE MEASURES TO MINIMIZE FUGITIVE DUST. ALL WORK AREAS CAUSING FUGITIVE DUST SHALL BE

CLEAN AIR ACT OF 1970.

- THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS, ORDERS AND REGULATIONS ISSUED PURSUANT TO THE

ENVIRONMENT IN THE PROJECT AREA DURING THE DEVELOPMENT OF THIS PROJECT:

CONTRACT BID. THE FOLLOWING CONTROLS SHALL BE ADHERED TO IN AN EFFORT TO MAINTAIN THE QUALITY OF THE

EMPLOYEES, OR CONTRACT. COMPLIANCE WITH ENVIRONMENTAL PROVISIONS SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE

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

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

6. THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, AND

THE PROVISIONS OF PA ACT 287 OF 1974.

OR DEMOLITION WORK, THE CONTRACTOR SHALL CONTACT THE PA ONE CALL SYSTEM, INC (1-800-242-1776) AND COMPLY WITH

OR PRIVATELY OWNED STRUCTURE SHALL BE REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE. PRIOR TO ANY EXCAVATION

GAS MAINS, WATERLINES AND SEWERS THROUGHOUT THE WORK AREA. DAMAGE CAUSED BY THE CONTRACTOR TO ANY PUBLICLY

5. CONTRACTOR SHALL NOTE THE PRESENCE OF OVERHEAD POWER LINES AND UNDERGROUND POWER LINES, COMMUNICATION LINES, OFFICER.

BY THE CONTRACTING OFFICER OR AT THE REQUEST OF THE CONTRACTOR WITH THE APPROVAL OF THE CONTRACTING

4. THE CONTRACTOR SHALL NOT PERFORM ANY WORK DURING NIGHT, FEDERAL HOLIDAYS OR WEEKENDS EXCEPT WHEN ORDERED

3. CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES TO WITHIN THE WORK LIMITS SHOWN ON THE DRAWINGS.

CONDITIONS. CONTRACTOR SHALL PROVIDE ALL SURVEY SERVICES NECESSARY TO ENSURE POSITIVE ROAD DRAINAGE.

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

SITES IS AVAILABLE. ALL UTILITIES, FEATURES AND DIMENSIONS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL

2. THE BASE MAPPING UTILIZED FOR PROJECT DESIGN ILLUSTRATE GENERAL SITE FEATURES ONLY. NO FIELD SURVEY OF THE

DOCUMENTS.

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

GENERAL NOTES:

ABBREVIATIONS

DRAWINGSCONTRACT

NUMBERFILE

NUMBER

SHEET

TITLE

GENERAL

LEMO_100_G-0100 G-0100 SHEETCOVER

LEMO_100_G-0101 G-0101 NOTES GENERAL AND LEGEND DRAWING INDEXES, DRAWING REFERENCE ANDCONTRACT

LEMO_100_G-0102 G-0102 MAPS VICINITY AND LOCATIONSPROJECT

CIVIL

LEMO_204_C-1130 C-1130 EMSWORTH - PLAN LIMITS WORKCONTRACTOR

LEMO_668_C-1131 C-1131 EMSWORTH - PLAN REPLACEMENT ROADACCESS

LEMO_204_C-1132 C-1132 USE INNOT

LEMO_204_C-1133 C-1133 SITE COOP VIEW WEST - PLAN LIMITS WORKCONTRACTOR

LEMO_668_C-1134 C-1134 SITE COOP VIEW WEST - DETAILS AND PLAN SEALING ANDPAVING

DRAWINGSREFERENCE

NUMBERFILE TITLE

O-LEM-38/22.3 SECTION AND PLAN ENLARGED - RAMP - ROAD ACCESS - REHABILITATION LOCKS - DAMS AND LOCKS EMSWORTH - RIVEROHIO

O-LEM-38/23.4 ELEVATIONS AND SECTIONS - LOCKS TO ROAD ACCESS - REHABILITATION LOCKS - DAMS AND LOCKS EMSWORTH - RIVEROHIO

WITHW/

SQUARE YARDSSY

RAILROADRR

ROADRD

PENNSYLVANIA DEPARTMENT OF TRANSPORTATIONPADOT

NOT TO SCALENTS

NUMBERNO.

GALLONSGAL

CONTINUITY OF OPERATIONSCOOP

BUILDINGBLDG

APPROXIMATEAPPROX

AREA TO BE SEALED

PATCH POTHOLES THIS AREA

REPAIR AND SEAL LONGITUDINAL CRACKS

G-0102

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PROJECT VICINITY MAP

N.T.S.

LOCKS AND DAM

EMSWORTH

LOCKS AND DAM

EMSWORTH

PROJECT LOCATION MAP- EMSWORTH AND WEST VIEW

COOP SITE

WEST VIEW

COOP SITE

WEST VIEW

LOWRIE RUN

LOCK ACCESS ROAD

SEE SHEET C-1131

ACCESS ROAD REPLACEMENT

BOUNDARY LINE

APPROX. PROPERTY

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BUILDING

CONTROL

NORFOLK SOUTHERN R.R.

(MAIN CHANNEL)

OHIO RIVER

SCALE: 1"=60'-0"

CONTRACTOR WORK LIMITS PLAN

60' 120'0

SCALE: 1"=60'

PROPERTY LINEPL

PAVING WORK AREA

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730740

770780

C-1130

UPPER GUARD WALL

PIER NO. 2

D A

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PIER NO. 1

RIVER WALL

LOWER GUARD WALL

LOCK

MIDDLE WALL

LOCK

LAND WALL

UPPER GUIDE WALL

ESPLANADE

LOWER GUIDE WALL

NORFOLK SOUTHERN R.R.

NORFOLK SOUTHERN R.R.

FLOW

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FOR GENERAL NOTES, ABBREVIATIONS AND ADDITIONAL LEGEND SYMBOLS, SEE SHEET G-0101.3.

STAGING AREAS OUTSIDE THE SHOWN WORK LIMITS AT NO COST TO THE GOVERNMENT.

CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY REQUIRED PARKING OR 2.

WITHIN SHOWN WORK LIMITS.

PRIOR TO CONSTRUCTION TO DETERMINE PARKING AND STAGING AREA AVAILABILITY

CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER AND LOCKMASTER1.

NOTES:

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COURSE 19.0MM

NEW 2.5" BITUMINOUS BINDER

COURSE 9.5MM (SEE NOTE, THIS DETAIL)

NEW 1.5" BITUMINOUS WEARING

OF EXISTING CONCRETE

OF NEW ASPHALT MATCHES TOP

AS NECESSARY TO ENSURE TOP

ADJUST TOP OF BASE ELEVATION

UTILITY BOX

NOTE 3 (PAVEMENT KEY-IN)

AREA. SEE CONSTRUCTION

PAVEMENT REPLACEMENT

BEGIN ACCESS ROAD

LOCK ACCESS ROAD

& PREP PER SPECIFICATION.

COURSE TO REMAIN. COMPACT

EXISTING AGGREGATE BASE

32 12 16.00 08

SPECIFICATION SECTION

EXISTING CONCRETE PER

PREPARE AND SEAL JOINT AT

THIS SHEET

TYPICAL PAVEMENT SECTION

SPECIFICATIONS, NOTES AND

ROAD SURFACE PER

REMOVE AND REPLACE ACCESS

NOTE 6

CONSTRUCTION

SEE

EXISTING RAILROAD TRACKS

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LAND WALL

CONCRETE

SHED

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CONCRETE RETAINING WALL

CHAIN LINK FENCE

GUIDE RAIL

SHED

GRAVEL

ASPHALTCONCRETE

PROPERTY BOUNDARY (APPROXIMATE)

CHAIN LINK FENCE

NORFOLK SOUTHERN RR

GRAVEL

ASPHALT

BITUMINOUS BINDER COURSE.

COURSE, APPLY TACK COAT TO THE TOP OF THE

PRIOR TO PLACEMENT OF THE BITUMINOUS WEARING1.

NOTE:

SCALE: NTS

ACCESS ROAD REPLACEMENT PLAN

SCALE: NTS

TYPICAL PAVEMENT SECTION

P L

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BOLLARDS8.

METER7.

SLIDING CANTILEVER GATE (ELECTRIC)6.

ELECTRIC GATE OPERATOR5.

UTILITY BOX4.

GATE CONTROLLER ON CONCRETE PAD3.

ORNAMENTAL PROPELLER2.

NORFOLK SOURTHERN CROSSING #91273V

RAILROAD CROSSING SIGN W/ GATE ARM 1.

LABELS:

X

SEE SHEET G-0101.

1. FOR GENERAL NOTES, ABBREVIATIONS AND ADDITIONAL LEGEND SYMBOLS,

GENERAL NOTES:

VEHICULAR ACCESS TO GATE CONTROLLER INTERCOM.

NEW EDGE OF PAVEMENT SHALL MATCH EXISTING EDGE OF PAVEMENT. CONTRACTOR SHALL EXTEND NEW EDGE OF PAVEMENT TO ACCOMMODATE 7.

TRANSITION SHOULDER FROM TOP OF PAVEMENT TO EXISTING GRADE, AND POINT REPAIR BASE AS DIRECTED BY CONTRACTING OFFICER.

CONTRACTOR SHALL FURNISH & PLACE PADOT NO. 2 STONE AS NECESSARY TO ENSURE POSITIVE DRAINAGE, ENSURE PROPER GATE OPERATION, SMOOTHLY 6.

SLIDING GATE AND TO ENSURE NEW TOP OF ASPHALT ELEVATION MATCHES EXISTING TOP OF CONCRETE ELEVATION.

BINDER COURSE PLACEMENT. CONTRACTOR SHALL ADJUST BASE COURSE ELEVATION AS NECESSARY TO ENSURE ADEQUATE CLEARANCE AT

CONTRACTOR SHALL PREPARE AND COMPACT EXISTING AGGREGATE BASE COURSE PER CONTRACT SPECIFICATION SECTION 32 11 23 PRIOR TO 5.

BOLLARDS. TO DETERMINE GATE OPERATOR CONDUIT LOCATIONS. CAREFUL HAND DEMO WORK IS REQUIRED NEAR EXISTING GATE, CONTROLS AND

CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING ASPHALT SURFACING. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER 4.

SEALED WITH A HOT BITUMINOUS LIQUID PAVEMENT SEALANT, 12" WIDE AT A RATE OF 0.25 GAL/SY.

PAVEMENT KEY-IN: NEATLY SAWCUT ASPHALT WHERE EXISTING ASPHALT MEETS NEW ASPHALT. ALL COLD JOINTS SHALL BE TACKED AND3.

COMMENCING CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL COORDINATE ACCESS ROAD CLOSURE SCHEDULE WITH CONTRACTING OFFICER AND LOCKMASTER PRIOR TO2.

ACCESS ROAD ASPHALT REPLACEMENT AREA SHALL BEGIN 8'-0" SOUTH OF SOUTHERNMOST RAILROAD CROSSING GATE ARM. 1.

CONSTRUCTION NOTES:

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EXISTING GUIDE RAIL

EXISTING CHAIN LINK FENCE

PROPERTY LINE

PAVING AREA WORK 1

LIMITS

WORK

CONTRACTOR

LIMITS

WORK

CONTRACTOR

LIMITS

WORK

CONTRACTOR

LIMITS

WORK

CONTRACTOR

ACCESS EASEMENT

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N76°3 1'18

"E 5 95.7

7'

S °1

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"E

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S73°31'18"W 212.57'

S °2

'4

"E

.0

S73°31'18"W 301.83'

S °2

'4

"E

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FEDERAL PROPERTY BOUNDARY

LOGAN D

R

BLDG

BLDG

BLDG

BLDG

BLDG

VALL

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HI

D

RI

VE

BLDG

BLDG

SEE SHEET G-0101.

3. FOR GENERAL NOTES, ABBREVIATIONS AND ADDITIONAL LEGEND SYMBOLS,

STAGING AREAS OUTSIDE THE SHOWN WORK LIMITS AT NO COST TO THE GOVERNMENT.

CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY REQUIRED PARKING OR 2.

TO DETERMINE PARKING AND STAGING AREA AVAILABILITY WITHIN SHOWN WORK LIMITS.

CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION 1.

NOTES:

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US Army Corps

1 2 3 4 5 6 7 8 9 10

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FOR GENERAL NOTES, ABBREVIATIONS AND ADDITIONAL LEGEND SYMBOLS, SEE SHEET G-0101.5.

TO SEALING ACCESS ROAD AND PARKING AREA SHOWN ON THIS DRAWING.

CONTRACTOR SHALL PATCH POT HOLES AND REPAIR AND SEAL INDIVIDUAL CRACKS PRIOR 4.

SPECIFICATION SECTION 32 01 17.61.

CONTRACTOR SHALL REPAIR AND SEAL LONGITUDINAL CRACKS IN ACCORDANCE WITH 3.

SECTION 32 12 16.00 08.

CONTRACTOR SHALL PATCH POT HOLES IN ACCORDANCE WITH SPECIFICATION 2.

PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL COORDINATE ACCESS ROAD CLOSURE WITH CONTRACTING OFFICER1.

NOTES:

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1 2 3 4 5 6 7 8 9 10

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LEGEND

AREA TO BE SEALED

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9.5 MM MIX

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TYPICAL POTHOLE REPAIR DETAIL

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