0001 2- 20-09-14 JLSS 17-0024 DRAWINGS 2-17-2021.pdf

PDF 28 MB Posted Jul 9, 2021

Attached to: CONSTRUCT SUPPORT EQUIPMENT PARKING SHELTER PROJECT JLSS 17-0024 OPTION FOR CONSTRUCT LIQUID OXYGEN STORAGE FACILITY, PROJECT JLSS 17-0001
Solicitation number: FA671221B0002
Issued by: Department of the Air Force Reserve Command

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FIN

H 1 .5 M

ILE

M f a g b o l c k j i n d p h

Phase IV: Final Design

CONSTRUCT EQUIPMENT PARKING SHELTER - JLSS 17-0024

SCALE: not to scale

CONSTRUCTION SITE LOCATION PLAN1

A100

APPROXIMATE

CONSTRUCTION

LIMITS

1 2 3 4 5

1 2 3

REVIEW

COORDINATION DATE

REV.

NO. DATE DESCRIPTION BY

ANTI-TERRORISM

SECURITY

SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT

PROJECT NO: DATE: SCALE:

DRAWING NO.BASE CIVIL ENG.

(DA/MO/YR)

(DA/MO/YR) (DA/MO/YR)

JLSS 17-0024 28 AUGUST 2020 REFER TO DWG. SHEET OF .45

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

TUSICK & ASSOCIATES

ARCHITECTS, INC.

123 3RD STREET, BLAWNOX, PA 15238

412-781-8896 / INFO@TUSICKARCHITECTS.COM

CONSTRUCT SUPPORT EQUIPMENT

PARKING SHELTER (Bldg. 5522)

SBT/DAC

DAC

SBT

4 5 6

PLATE

GTP 410-038 G-000

COVER SHEET, INDEX OF DRAWINGS,

VICINITY & SITE LOCATION MAPS

Air Force Reserve Command 911th Airlift Wing

28 August 2020

BLDG. 106 COMMERCIAL VEHICLE

INSPECTION

BLDG. 107 SECURITY/CHECK-IN

BLDG. 108 MAIN GATE

BLDG. 210 OPERATIONAL

CONTRACTING OFFICE

BLDG. 333 BASE CIVIL ENGINEER

MAIN GATE

SECURITY/CHECK-IN

OPERATIONAL

CONTRACTING

OFFICE

BASE CIVIL

ENGINEER

COMMERCIAL VEHICLE INSPECTION

AutoCAD SHX Text

PA. STATE PLANE S.

AutoCAD SHX Text

AutoCAD SHX Text S T A R T

AutoCAD SHX Text

DEFENSE

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AVE

AutoCAD SHX Text

BUSINESS INTERSTATE 376

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

CARTER ST

AutoCAD SHX Text

AIRLIFT AVE

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CARTER ST

AutoCAD SHX Text

SABRE ST

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BROWN ST

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SABRE ST

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

MILLER ST

AutoCAD SHX Text

AVE

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

SERGEANTS WAY

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

BROWN

AutoCAD SHX Text

HERMAN

AutoCAD SHX Text

CARTER ST

AutoCAD SHX Text

ALPHA ST

AutoCAD SHX Text

DEFENSE

AutoCAD SHX Text

ALPHA ST

AutoCAD SHX Text

ROCKY LANE

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

PARKING AREA

AutoCAD SHX Text

FUTURE VEHICLE

AutoCAD SHX Text

AutoCAD SHX Text water tower

AutoCAD SHX Text

BUSINESS INTERSTATE 376

AutoCAD SHX Text

AutoCAD SHX Text airport

AutoCAD SHX Text hangar

AutoCAD SHX Text existing

AutoCAD SHX Text

PHE

AutoCAD SHX Text

TNK

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

C B

22.9' OF 18" CORR HDPE @ 1.0%

29.6' OF 18" CORR HDPE @ 1.0%

45.3' OF 18" CORR HDPE @ 1.0%

C B

154.7' OF 18" CORR HDPE @ -1.0%

F I NIS

H 1 . 5 MI LE

M f a g b o l c k j i n d p h

SCALE: 1" = 40'

CONSTRUCTION SITE LOCATION PLAN1

G-001 G-001

JLSS 17-0001 : AREA OF WORK

(NOT IN CONTRACT)

JLSS 17-0024 : AREA OF WORK

PROJECT DEMARCATION PLAN

PROJECT JLSS 17-0001 : Building 5520

(NOT IN CONTRACT)

TITLE: CONSTRUCT LIQUID OXYGEN (LOX) STORAGE FACILITY.

DESCRIPTION: LOX Storage Facility will be approximately 2,000 square feet and house two (2) 3,000 gallon liquid oxygen storage tanks. The facility will include one 8ft x 8ft room for personnel changing area, storage of personal protective equipment, and records. One small infrared heater will be located in the changing room for use during extremely cold weather. A telephone is required for emergency use. The existing temporary security fence will be demolished and must be replaced with a permanent fence with gates to permit access to the facility and to the adjacent flightline.

PROJECT JLSS 17-0024 : Building 5522

TITLE: CONSTRUCT SUPPORT EQUIPMENT PARKING SHELTER.

DESCRIPTION: Equipment Parking Shelter will be approximately 1,385 square feet. This shelter will house eight (8) LOX carts, two (2) gaseous oxygen (GOX) carts, and Patient Therapeutic (PT) LOX Converter lockers and accompanying support equipment. The parking area shall be 20 feet wide in front of the shelter to accommodate vehicle movement, safety margins, and equipment towing operations. The access roads will be single lane and may be asphalt where allowed by regulations. Project will include the addition of flightline roadway striping to facilitate access to the storage location, with stop signs and safety signs to keep traffic from stopping within the aircraft taxiway object free area.

1 2 3 4 5

1 2 3

REVIEW

COORDINATION DATE

REV.

NO. DATE DESCRIPTION BY

ANTI-TERRORISM

SECURITY

SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT

PROJECT NO: DATE: SCALE:

DRAWING NO.BASE CIVIL ENG.

(DA/MO/YR)

(DA/MO/YR) (DA/MO/YR)

JLSS 17-0024 28 AUGUST 2020 REFER TO DWG. SHEET OF .45

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

TUSICK & ASSOCIATES

ARCHITECTS, INC.

123 3RD STREET, BLAWNOX, PA 15238

412-781-8896 / INFO@TUSICKARCHITECTS.COM

CONSTRUCT SUPPORT EQUIPMENT

PARKING SHELTER (Bldg. 5522)

SBT/DAC

DAC

SBT

4 5 6

PLATE

GTP 410-038

JLSS 17-0001 : PROJECT AREA OF WORK

JLSS 17-0024 : PROJECT AREA OF WORK

EXISTING BUILDING OR STRUCTURE

SCALE: not to scale

Key Plan

SHEET LEGEND

PROJECT DEMARCATION LINE

CHAIN LINK SECURITY FENCE

LOX DELIVERY TRUCK ROUTE

VEHICULAR PATH OF TRAVEL

BIG RED SECURITY LINE

DO NOT CROSS

BIG RED SECURITY LINE

DO NOT CROSS

AutoCAD SHX Text

PA. STATE PLANE S.

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

PARKING AREA

AutoCAD SHX Text

FUTURE VEHICLE

AutoCAD SHX Text water tower

AutoCAD SHX Text

PHE

AutoCAD SHX Text

PA. STATE PLANE S.

AutoCAD SHX Text

AutoCAD SHX Text S T A R T

AutoCAD SHX Text

DEFENSE

AutoCAD SHX Text

AVE

AutoCAD SHX Text

BUSINESS INTERSTATE 376

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

CARTER ST

AutoCAD SHX Text

AIRLIFT AVE

AutoCAD SHX Text

CARTER ST

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

BROWN ST

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

MILLER ST

AutoCAD SHX Text

AVE

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

SERGEANTS WAY

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

BROWN

AutoCAD SHX Text

HERMAN

AutoCAD SHX Text

CARTER ST

AutoCAD SHX Text

ALPHA ST

AutoCAD SHX Text

DEFENSE

AutoCAD SHX Text

ALPHA ST

AutoCAD SHX Text

ROCKY LANE

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

PARKING AREA

AutoCAD SHX Text

FUTURE VEHICLE

AutoCAD SHX Text

AutoCAD SHX Text water tower

AutoCAD SHX Text

AutoCAD SHX Text airport

AutoCAD SHX Text hangar

AutoCAD SHX Text existing

AutoCAD SHX Text

PHE

AutoCAD SHX Text

TNK

AutoCAD SHX Text

AutoCAD SHX Text E

C B

154.7' OF 18" CORR HDPE @ -1.0%

F I NIS

H 1 . 5 MI LE

M f a g b o l c k j i n d p h

C B

22.9' OF 18" CORR HDPE @ 1.0%

29.6' OF 18" CORR HDPE @ 1.0%

45.3' OF 18" CORR HDPE @ 1.0%

C B

154.7' OF 18" CORR HDPE @ -1.0%

G-002

SCALE: not to scale

Key Plan

Site Plan - Building Locations

LOX Bldg.

(5520)

Parking Shelter (5522)

SCALE: not to scale

Site Plan - LOX Delivery Route

135-ft Flightline Offset (C-17 wingtip plus 50-ft)

LOX Storage Tank (NIC)

Parkin g Apron

Asphalt Driveway

GOX-1

GOX-2

LOX-1

LOX-2

LOX-3

LOX-4

LOX-5

LOX-6

LOX-7

LOX-8

PT LOX Lockers and Equipment

Asphalt Driveway

Concrete Parking

±8 0'

-0

Existing Apron Lighting Pole (P1-2) 20 '-0

Asphalt Extension

135-ft Flightline Offset (C-17 wingtip plus 50-ft)

12" dia. bollard protection

Existing chain link security fence, typ.

Chain link security fence and gate, typ.

LOX Delivery Route

Existing Asphalt Parking Area

LOX Delivery Truck Route

LOX Delivery Truck Route and 50-ft turning radius

A100

135-ft Flightline Offset (C-17 wingtip plus 50-ft)

LOX Delivery Truck Route and 50-ft turning area

Chain link security fence, typ.

Building 416 (existing)

Building 417 (existing)

Building 415 (existing)

Stop Sign & Warning Signage

PROJECT COORDINATION AND

LOX DELIVERY ROUTE

JLSS 17-0001 : N.I.C.

JLSS 17-0024 : AREA OF WORK

1 2 3 4 5

1 2 3

REVIEW

COORDINATION DATE

REV.

NO. DATE DESCRIPTION BY

ANTI-TERRORISM

SECURITY

SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT

PROJECT NO: DATE: SCALE:

DRAWING NO.BASE CIVIL ENG.

(DA/MO/YR)

(DA/MO/YR) (DA/MO/YR)

JLSS 17-0024 28 AUGUST 2020 REFER TO DWG. SHEET OF .45

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

TUSICK & ASSOCIATES

ARCHITECTS, INC.

123 3RD STREET, BLAWNOX, PA 15238

412-781-8896 / INFO@TUSICKARCHITECTS.COM

CONSTRUCT SUPPORT EQUIPMENT

PARKING SHELTER (Bldg. 5522)

SBT/DAC

DAC

SBT

4 5 6

PLATE

GTP 410-038

Pa rki ng A pr on

JLSS 17-0001 : N

.I.C

JLSS 17-0001 : N.I.C.

JLSS 17-0024 : AREA OF WORK

-0

4 :

-0

4 :

JLSS 17-0001 : N.I.C.

JLSS 17-0001 : N

.I.C

JLSS 17-0024 : AREA OF WORK

JLSS 17-0024 : A

REA OF WORK

0 8' 16' 32'

SCALE: 1/16"=1'-0" (IN FEET)

CONCRETE PAVING

SHEET LEGEND

ASPHALT PAVING

PROJECT DEMARCATION LINE

EXISTING BUILDING OR STRUCTURE

CHAIN LINK SECURITY FENCE

LOX DELIVERY TRUCK ROUTE

VEHICULAR PATH OF TRAVEL

CIVIL AREA OF WORK ONLY

Civil excavation area only, coordinate with JLSS 17-0001 and Contracting Officer

Building sign

BIG RED SECURITY LINE

DO NOT CROSS

BIG RED SECURITY LINE

DO NOT CROSS

110-ft Flightline Offset (C-17 wingtip plus 25-ft)

NOTE 1: Construction Coordination Any construction work on the west side of the Flightline Offset Line will require a seven (7) day advance notification and approval from the Contracting Officer, as this work is in an active aircraft movement area.

NOTE 2: Emergency Fuel Shut-Off Coordination Emergency Fuel Shut-Off (EFSO) boxes may be installed within the Flightline Offset clearance area, provided the height is not more than 30-inches above the ground and not more than 24-inches above the elevation of the adjacent load-bearing pavement. EFSO boxes must be completely painted with reflective paint or have a minimum 4-inch wide retro-reflective tape or paint surrounding stripe to ensure visibility during night operations. Reference UFC_3_260_04, Chapter

6 for guidelines.

Coordinate with Contracting Officer for specific offset distance from Taxilane Centerline and edge of parking apron pavement.

Relocate existing Emergency Fuel

Shut-Off Box AFTER installation of replacement system Existing Electrical Manhole

Existing Emergency Fuel Shut-Off Box to remain

Subterranean stormwater management system

Remove existing Emergency Fuel

Shut-Off Line AFTER installation of replacement.

remove abandoned electrical conduit

Replacement Emergency Fuel

Shut-Off Box. Install BEFORE removal of existing system

Relocated Emergency Fuel Shut-Off Box.

Install BEFORE removal of existing system

Existing Emergency Fuel Shut-Off Line to remain

Replacement Emergency Fuel

Shut-Off Line. Install BEFORE removal of existing system

Replacement Emergency Fuel

Shut-Off Line. Install BEFORE removal of existing system

110-ft Flightline Offset (C-17 wingtip plus 25-ft)

Remove existing Emergency Fuel

Shut-Off Line AFTER installation of replacement.

Existing electrical line. Coordinate any expected service interruption with Contracting Officer and Airfield Manager.

Relocated Emergency Fuel Shut-Off Box.

Install BEFORE removal of existing system

Relocate existing Emergency Fuel

Shut-Off Box AFTER installation of replacement system

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

SABRE ST

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PA. STATE PLANE S.

AutoCAD SHX Text

AutoCAD SHX Text S T A R T

AutoCAD SHX Text

DEFENSE

AutoCAD SHX Text

AVE

AutoCAD SHX Text

BUSINESS INTERSTATE 376

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

CARTER ST

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AIRLIFT AVE

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CARTER ST

AutoCAD SHX Text

SABRE ST

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BROWN ST

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

DEFENSE AVE

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MILLER ST

AutoCAD SHX Text

AVE

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

SERGEANTS WAY

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

BROWN

AutoCAD SHX Text

HERMAN

AutoCAD SHX Text

CARTER ST

AutoCAD SHX Text

ALPHA ST

AutoCAD SHX Text

DEFENSE

AutoCAD SHX Text

ALPHA ST

AutoCAD SHX Text

ROCKY LANE

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

PARKING AREA

AutoCAD SHX Text

FUTURE VEHICLE

AutoCAD SHX Text

AutoCAD SHX Text water tower

AutoCAD SHX Text

AutoCAD SHX Text airport

AutoCAD SHX Text hangar

AutoCAD SHX Text existing

AutoCAD SHX Text

PHE

AutoCAD SHX Text

TNK

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

PA. STATE PLANE S.

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

PARKING AREA

AutoCAD SHX Text

FUTURE VEHICLE

AutoCAD SHX Text water tower

AutoCAD SHX Text airport

AutoCAD SHX Text hangar

AutoCAD SHX Text existing

AutoCAD SHX Text

PHE

AutoCAD SHX Text

TNK

AutoCAD SHX Text

C B

154.7' OF 18" CORR HDPE @ -1.0%

F I NIS

H 1 . 5 MI LE

M f a g b o l c k j i n d p h

FIN

H 1.

5 M

ILE

M f a g b o n d p h

G-003

SCALE: not to scale

Key Plan

Site Plan - Building Locations

LOX Bldg.

(5520)

Parking Shelter (5522)

SCALE: not to scale

Site Plan - LOX Delivery Route

135-ft Flightline Offset (C-17 wingtip plus 50-ft)

LOX Storage Tank (NIC)

Parkin g Apron

Asphalt Driveway

GOX-1

GOX-2

LOX-1

LOX-2

LOX-3

LOX-4

LOX-5

LOX-6

LOX-7

LOX-8

PT LOX Lockers and Equipment

Asphalt Driveway

Concrete Parking

±8 0'

-0

Existing Apron Lighting Pole (P1-2) 20 '-0

Asphalt Extension

12" dia. bollard protection

Existing chain link security fence, typ.

Existing Fuel Shutoff Box

Existing Electrical Manhole

A100

Existing Fuel Shutoff Box

135-ft Flightline Offset (C-17 wingtip plus 50-ft)

Install chain link security fence, typ.

Building 416 (existing)

Building 417 (existing)

Building 415 (existing)

Stop Sign & Warning Signage

PROJECT COORDINATION

JLSS 17-0001 : N.I.C.

JLSS 17-0024 : AREA OF WORK

1 2 3 4 5

1 2 3

REVIEW

COORDINATION DATE

REV.

NO. DATE DESCRIPTION BY

ANTI-TERRORISM

SECURITY

SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT

PROJECT NO: DATE: SCALE:

DRAWING NO.BASE CIVIL ENG.

(DA/MO/YR)

(DA/MO/YR) (DA/MO/YR)

JLSS 17-0024 28 AUGUST 2020 REFER TO DWG. SHEET OF .45

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

TUSICK & ASSOCIATES

ARCHITECTS, INC.

123 3RD STREET, BLAWNOX, PA 15238

412-781-8896 / INFO@TUSICKARCHITECTS.COM

CONSTRUCT SUPPORT EQUIPMENT

PARKING SHELTER (Bldg. 5522)

SBT/DAC

DAC

SBT

4 5 6

PLATE

GTP 410-038

Pa rki ng A pr on

JLSS 17-0001 : N

.I.C

JLSS 17-0001 : N.I.C.

JLSS 17-0024 : AREA OF WORK

-0

4 :

-0

4 :

JLSS 17-0001 : N.I.C.

JLSS 17-0001 : N

.I.C

JLSS 17-0024 : AREA OF WORK

JLSS 17-0024 : A

REA OF WORK

Contractor Material Storage Area

Contractor Haul Route

MAIN GATE

SECURITY/CHECK-IN

COMMERCIAL VEHICLE INSPECTION

0 8' 16' 32'

SCALE: 1/16"=1'-0" (IN FEET)

Temporary Construction Fence Temporary Construction Gate

Temporary Construction Fence

NOTE:

Any construction work on the west side of the Flightline Offset Line will require a seven (7) day advance notification and approval from the Contracting Officer, as this work is in an active aircraft movement area.

Existing chain link security fence, typ.

Install chain link security fence, typ.

TEMPORARY CONSTRUCTION FENCE

SHEET LEGEND

PROJECT DEMARCATION LINE

CHAIN LINK SECURITY FENCE

Civil excavation area only, coordinate with JLSS 17-0001 and Contracting Officer

Building sign

Maintain clear path of travel for base operational vehicles during construction period.

Coordinate any interruptions with base Operations.

Maintain 20-ft clear path of travel for base operational vehicles during construction period. Coordinate any interruptions with base Operations.

Temporary Construction Barricade Phase with Stormwater Management civil work, coordinate with Contracting Officer and base security & operations.

BIG RED SECURITY LINE

DO NOT CROSS

BIG RED SECURITY LINE

DO NOT CROSS

EXISTING BUILDING OR STRUCTURE

CONTRACTOR MATERIAL STORAGE AREA

LOX DELIVERY TRUCK ROUTE

VEHICULAR PATH OF TRAVEL

CIVIL AREA OF WORK ONLY

TEMPORARY CONSTRUCTION BARRIER

135-ft Flightline Offset (C-17 wingtip plus 25-ft)

110-ft Flightline Offset (C-17 wingtip plus 25-ft)

Existing Fuel Shutoff Box

Relocated Fuel Shutoff Box

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

PA. STATE PLANE S.

AutoCAD SHX Text

AutoCAD SHX Text S T A R T

AutoCAD SHX Text

DEFENSE

AutoCAD SHX Text

AVE

AutoCAD SHX Text

BUSINESS INTERSTATE 376

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

CARTER ST

AutoCAD SHX Text

AIRLIFT AVE

AutoCAD SHX Text

CARTER ST

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

BROWN ST

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

MILLER ST

AutoCAD SHX Text

AVE

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

SERGEANTS WAY

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

BROWN

AutoCAD SHX Text

HERMAN

AutoCAD SHX Text

CARTER ST

AutoCAD SHX Text

ALPHA ST

AutoCAD SHX Text

DEFENSE

AutoCAD SHX Text

ALPHA ST

AutoCAD SHX Text

ROCKY LANE

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

PARKING AREA

AutoCAD SHX Text

FUTURE VEHICLE

AutoCAD SHX Text

AutoCAD SHX Text water tower

AutoCAD SHX Text

AutoCAD SHX Text airport

AutoCAD SHX Text hangar

AutoCAD SHX Text existing

AutoCAD SHX Text

PHE

AutoCAD SHX Text

TNK

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

PA. STATE PLANE S.

AutoCAD SHX Text

AutoCAD SHX Text S T A R T

AutoCAD SHX Text

DEFENSE

AutoCAD SHX Text

AVE

AutoCAD SHX Text

BUSINESS INTERSTATE 376

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

CARTER ST

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

BROWN ST

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

MILLER ST

AutoCAD SHX Text

AVE

AutoCAD SHX Text

DEFENSE AVE

AutoCAD SHX Text

SERGEANTS WAY

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

ROCKY LANE

AutoCAD SHX Text

SABRE ST

AutoCAD SHX Text

PARKING AREA

AutoCAD SHX Text

FUTURE VEHICLE

AutoCAD SHX Text

AutoCAD SHX Text water tower

AutoCAD SHX Text airport

AutoCAD SHX Text hangar

AutoCAD SHX Text existing

AutoCAD SHX Text

PHE

AutoCAD SHX Text

TNK

LIGHT POLE

AND BASEAB

. U

L F

L S

. U

L L

. U

L F

F L

SHUTOFF

BOX

SHUTOFF

BOX ELECTRIC

MANHOLE

B-2

B-3

B-1

B-8

B-7

B-9

C B

22.9' OF 18" CORR HDPE @ 1.0%

29.6' OF 18" CORR HDPE @ 1.0%

45.3' OF 18" CORR HDPE @ 1.0%

C B

154.7' OF 18" CORR HDPE @ -1.0%

F I NIS

H 1 . 5 MI LE

M f a g b o l c k j i n d p h

B-101

SCALE: not to scale

Key Plan

Site Plan - Building Locations

135-ft Flightline Offset (C-17 wingtip plus 50-ft)

Parkin g Apron

Existing Apron Lighting Pole (P1-2)

Existing Fuel Shutoff Box

Existing Electrical Manhole

Existing Asphalt Parking Area

JLSS 17-0024 : AREA OF WORK

A100

Existing Fuel Shutoff Box

135-ft Flightline Offset (C-17 wingtip plus 50-ft)

Building 416 (existing)

Building 417 (existing)

Building 415 (existing)

GEOTECHNICAL SOIL BORE

LOCATIONS

SHEET LEGEND

CORE BORING LOCATION

PROJECT DEMARCATION LINE

EXISTING BUILDING OR STRUCTURE

GENERAL SHEET NOTES

B-1

1. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH

THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

2. REFER TO SHEET B-201 FOR SOIL BORING LOGS.

1 2 3 4 5

1 2 3

REVIEW

COORDINATION DATE

REV.

NO. DATE DESCRIPTION BY

ANTI-TERRORISM

SECURITY

SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT

PROJECT NO: DATE: SCALE:

DRAWING NO.BASE CIVIL ENG.

(DA/MO/YR)

(DA/MO/YR) (DA/MO/YR)

JLSS 17-0024 28 AUGUST 2020 REFER TO DWG. SHEET OF .45

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

TUSICK & ASSOCIATES

ARCHITECTS, INC.

123 3RD STREET, BLAWNOX, PA 15238

412-781-8896 / INFO@TUSICKARCHITECTS.COM

CONSTRUCT SUPPORT EQUIPMENT

PARKING SHELTER (Bldg. 5522)

SBT/DAC

DAC

SBT

4 5 6

PLATE

GTP 410-038

Pa rki ng A pr on

JLSS 17-0001 : N

.I.C

JLSS 17-0001 : N.I.C.

JLSS 17-0024 : AREA OF WORK

-0

4 :

-0

4 :

JLSS 17-0001 : N.I.C.

JLSS 17-0001 : N

.I.C

JLSS 17-0024 : AREA OF WORK

JLSS 17-0024 : A

REA OF WORK

0 8' 16' 32'

SCALE: 1/16"=1'-0" (IN FEET)

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SABRE ST

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SABRE ST

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PA. STATE PLANE S.

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AutoCAD SHX Text S T A R T

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DEFENSE

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AVE

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BUSINESS INTERSTATE 376

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DEFENSE AVE

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CARTER ST

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AIRLIFT AVE

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CARTER ST

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SABRE ST

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BROWN ST

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SABRE ST

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DEFENSE AVE

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MILLER ST

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AVE

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DEFENSE AVE

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SERGEANTS WAY

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SABRE ST

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BROWN

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HERMAN

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CARTER ST

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ALPHA ST

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DEFENSE

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ALPHA ST

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ROCKY LANE

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SABRE ST

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PARKING AREA

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FUTURE VEHICLE

AutoCAD SHX Text

AutoCAD SHX Text water tower

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AutoCAD SHX Text airport

AutoCAD SHX Text hangar

AutoCAD SHX Text existing

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PHE

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TNK

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B-201

GEOTECHNICAL SOIL BORE LOGS

GENERAL SHEET NOTES

1. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH

THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

2. REFER TO SHEET B-101 FOR SOIL BORING LOCATIONS.

1 2 3 4 5

1 2 3

REVIEW

COORDINATION DATE

REV.

NO. DATE DESCRIPTION BY

ANTI-TERRORISM

SECURITY

SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT

PROJECT NO: DATE: SCALE:

DRAWING NO.BASE CIVIL ENG.

(DA/MO/YR)

(DA/MO/YR) (DA/MO/YR)

JLSS 17-0024 28 AUGUST 2020 REFER TO DWG. SHEET OF .45

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

TUSICK & ASSOCIATES

ARCHITECTS, INC.

123 3RD STREET, BLAWNOX, PA 15238

412-781-8896 / INFO@TUSICKARCHITECTS.COM

CONSTRUCT SUPPORT EQUIPMENT

PARKING SHELTER (Bldg. 5522)

SBT/DAC

DAC

SBT

4 5 6

PLATE

GTP 410-038

SABRE R

OAD

S S

1149.60

1149.20

1149.40

1149.60

.20

1149.20

1148.

APPROX. LOCATION OF EX.

AVIATION FUEL LINE (6'

TO 8' DEPTH ±)

EX. AVIATION

FUEL MANHOLES

APPROX. UNDERGROUND

ELECTRICAL FUEL SHUTOFF LINE

APPROX. UNDERGROUND

ELECTRICAL FUEL SHUTOFF LINE

APPROX. EX. WATER LINE

LOCATION (5' DEPTH ±)

EX. DOUBLE GATE

APPROX. EX. COMMUNICATION

LINE LOCATION (2' DEPTH ±)

EX. GUIDERAIL (TYP.)

EX. EDGE OF

CONCRETE (TYP.)

EXISTING

CONCRETE

EX.

ASPHALT

EX.

CONCRETEEX. CONCRETE

EX. CONCRETE JERSEY BARRIERS

EX. FENCE

ABANDONED CONDUIT

APPROX. ELECTRICAL

FUEL SHUTOFF LINE

EX. UNKNOWN

UTILITY

EX. FUEL

SHUTOFF BOX

EX. PAINTED LINE

EX.

ASPHALT

APPROX. STORM SEWER

LOCATION (4' DEPTH)

APPROX. LOCATION

OF APRON

EX. TEMP. FENCE

EX. LIGHT AND BASE

EX.

CONCRETE

APPROX.

UNDERGROUND

ELECTRICAL LINE

AND MANHOLE

ELECTRICAL MANHOLE

EX. FUEL

SHUTOFF BOX

EX. CATCH BASIN (SD77)

RIM: 1148.10'

INV. OUT: 8"W 1146.48' (PVC)

APPROX. EX.

COMMUNICATION

LINE (4.5' DEPTH)

EX. PARKING LOT

MARKINGS (TYP)

EX.

ASPHALT

EX. COMM.

MANHOLE

APPROX. EX. COMM.

LINE (4.5' DEPTH)

EX. TEMP. FENCE

TO BE REMOVED

EX. SIDEWALK

EX. 1" WATER LINE

(TYP.) (APPROX.)

EX. SANITARY SEWER AND

MANHOLE (TYP.) (APPROX.)

EX. GRAVEL

DRIVE

SURVEY AND

TOPOGRAPHIC DATA NOT

RECORDED IN THIS AREA.

ALL ELEVATIONS AND

SITE FEATURES SHALL BE

VERIFIED BY CONTRACTOR

AND COORDINATED WITH

CONTRACTING OFFICER.

EX. 8" WATER LINE (TYP.)

EX. STORM

SEWER(TYP.)

EX. VEGETATION

EX. CONC.

EX.

APRON

EX. CATCH BASIN (SD76)

RIM: 1146.79'

INV. OUT:

12" SE 1142.88'

15" S 1141.53' 8" E 1143.75'

18"NE 1141.12'

15" E 1141.79'

EX. CATCH BASIN (SD75)

RIM: 1146.01'

INV. OUT: 12" NW 1143.36'

EX. CATCH BASIN (SD77)

RIM: 1148.10'

INV. OUT: 8"W 1146.48' (PVC)

EX. FIRE HYDRANT (TYP.)

EXISTING RED LINE

1 2 3 4 5

1 2 3

4 5 6

JLSS17-0024

GTP 410-038

EXISTING CONDITIONS PLAN

SHEET LEGEND

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING WATER LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING UNGD. ELEC.

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING BURIED COMM.

EXISTING UNKNOWN UTIL.

EXISTING APRON

EXISTING FENCE

GENERAL NOTES

1. ALL DEED OR PLAN BEARINGS AND COORDINATES HAVE BEEN

ROTATED AND CONVERTED TO NORTH AMERICAN DATUM OF 1983

PENNSYLVANIA STATE PLANE COORDINATE SYSTEM SOUTH ZONE.

2. TOPOGRAPHIC MAPPING IS BASED ON FIELD MEASUREMENTS AND

DATA FROM PASDA (PENNSYLVANIA SPATIAL DATA ACCESS). THE

VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88) AND THE COORDINATE SYSTEM IS NAD83 PENNSYLVANIA

STATE PLANE, SOUTH ZONE, US SURVEY FOOT (PA83-SF).

3. UTILITY NOTE: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN

LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING

DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE

UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN

THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR

FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES

SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES

CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE

FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY

LOCATED THE UNDERGROUND UTILITIES.

4. CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL

UNDERGROUND UTILITIES. NO DIGGING WILL BE ALLOWED UNTIL THE

CONTRACTOR HAS SECURED A DIGGING PERMIT FROM THE

CONTRACTING OFFICER.

CIVL, LLC

100 SOUTHPOINTE SQ. LN

CANONSBURG, PA 15317

PH: (814) 880-4635

ENGINEERING DESIGN PERMITTING

REVIEW

COORDINATION DATE

REV.

NO. DATE DESCRIPTION BY

ANTI-TERRORISM

SECURITY

SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT

PROJECT NO: DATE: SCALE:

DRAWING NO.BASE CIVIL ENG. PLATE

(DA/MO/YR)

(DA/MO/YR) (DA/MO/YR)

28 AUGUST 2020 REFER TO DWG. SHEET OF 45 .

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

TUSICK & ASSOCIATES

ARCHITECTS, INC.

123 3RD STREET, BLAWNOX, PA 15238

412-781-8896 / INFO@TUSICKARCHITECTS.COM

JBC

CIVL

JBC

SURVEYOR NOTE:

ONLY ONE OF SIX PROVIDED CONTROL POINTS WAS LOCATED DURING

FIELD SURVEY, AND THE COORDINATES PROVIDED FOR THAT POINT

WERE OFF BY 0.70' HORIZONTALLY AND 0.70' VERTICALLY, THEREFORE

THE CONTROL POINT COULD NOT BE HELD. A NEW CONTROL POINT

WAS ESTABLISHED BY THE SURVEYOR FOR THE PURPOSE OF THE

SURVEY.

V103B

CONSTRUCT SUPPORT EQUIPMENT

PARKING SHELTER (BLDG. 5522)

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

PA. STATE PLANE S.

AutoCAD SHX Text

1000.25

REVIEW

COORDINATION DATE

REV.

NO. DATE DESCRIPTION BY

ANTI-TERRORISM

SECURITY

SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT

PROJECT NO: DATE: SCALE:

DRAWING NO.BASE CIVIL ENG. PLATE

(DA/MO/YR)

(DA/MO/YR) (DA/MO/YR)

JLSS 17-0024 24 JULY 2020 REFER TO DWG. SHEET OF .

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

TUSICK & ASSOCIATES

ARCHITECTS, INC.

123 3RD STREET, BLAWNOX, PA 15238

412-781-8896 / INFO@TUSICKARCHITECTS.COM

JBC

CIVL

JBC

1 2 3 4

1 2 3

CONSTRUCT SUPPORT EQUIPMENT

PARKING SHELTER (BLDG. 5522)

4 5 6

GTP 410-038

EROSION AND SEDIMENT CONTROL

NOTES

CIVL, LLC

100 SOUTHPOINTE SQ. LN

CANONSBURG, PA 15317

PH: (814) 880-4635

ENGINEERING DESIGN PERMITTING

5 6

CLEAN FILL

PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION (PADEP) REGULATIONS STATE THAT THE APPLICANT IS RESPONSIBLE TO PROVIDE CLEAN FILL AND PERFORM ENVIRONMENTAL DUE DILIGENCE. THE

PADEP DEFINITION OF CLEAN FILL AND ENVIRONMENTAL DUE DILIGENCE ARE LISTED BELOW.

CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED

ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE.)

ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN

ACCORDANCE WITH APPENDIX A OF THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL".

102.4(B)(5)(VII) SEQUENCE OF BMP INSTALLATION AND REMOVAL

CRITICAL STAGE BEST MANAGEMENT PRACTICES (PSCM BMPS)

THE CONTRACTOR IS TO CONTACT THE CONTRACTING OFFICER AND ENGINEER OF

RECORD AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF INSTALLATION OF

THE CRITICAL STAGES OF POST CONSTRUCTION STORMWATER MANAGEMENT BEST

MANAGEMENT PRACTICES TO COORDINATE CONSTRUCTION OBSERVATION. REFER

TO NPDES REGULATIONS LISTED IN THE PENNSYLVANIA CODE, TITLE 25, CHAPTER

102, SECTION 102.8(K).

1. UNDERGROUND DETENTION TANK - INSTALLATION OF UNDERGROUND DETENTION

TANK AND OUTLET CONTROL STRUCTURE

DETAILED EROSION CONTROL PLAN AND PHASING

REFER TO THE SITE GRADING PLAN AND THE SOIL EROSION AND SEDIMENTATION

CONTROL PLANS WHICH ARE REFERENCED HEREIN

CONSTRUCTION PHASING

THE WORK CONSISTS OF APPROXIMATELY 0.9 ACRES OF DISTURBED AREA WHICH

CONSISTS OF PAVED DRIVEWAY AND PAVED PAD CONSTRUCTION, INSTALLATION OF

STORM SEWERS, GRADING, EROSION CONTROL SEDIMENT BARRIERS, UTILITY

EXTENSIONS AND ALL OTHER APPURTENANCES NECESSARY. ALL DISTURBED SLOPES

3:1 H:V OR GREATER SHALL BE STABILIZED WITH SEED, MULCH AND SLOPE

STABILIZATION FABRIC. ANY BUILDING MATERIALS ENCOUNTERED DURING

EXCAVATION MUST IMMEDIATELY BE TAKEN TO A PENNSYLVANIA DEPARTMENT OF

ENVIRONMENTAL PROTECTION (PADEP) APPROVED OR PERMITTED LANDFILL.

MATERIAL DISPOSED OF OFFSITE MUST BE TAKEN TO A SITE WITH AN APPROVED

EROSION AND SEDIMENTATION CONTROL PLAN OR A PADEP APPROVED SITE. ALL

EROSION AND SEDIMENTATION CONTROL BMPS THAT ARE INSTALLED MUST BE

COMPLETE AND FUNCTIONING BEFORE THEIR TRIBUTARY AREAS ARE DISTURBED. ALL

AREAS DISTURBED BY BMP MAINTENANCE ACTIVITIES SHALL BE IMMEDIATELY

STABILIZED WITH SEED AND MULCH. IT IS PROPOSED TO PROCEED WITH THE

PROJECT IN THE FOLLOWING SEQUENCE:

1. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE

ALLEGHENY COUNTY CONSERVATION DISTRICT, MOON TWP., CONTRACTING

OFFICER AND OTHER NECESSARY PARTIES IN ACCORDANCE WITH PADEP

CHAPTER 102 REGULATIONS A MINIMUM OF SEVEN DAYS PRIOR TO THE START

OF EARTH DISTURBANCE ACTIVITIES.

2. SURVEY STAKEOUT FOR THE FOLLOWING:

A. LOCATION OF LIMIT OF DISTURBANCE / PERMIT BOUNDARY

B. LOCATION OF COMPOST FILTER SOCK

3. INSTALL ROCK CONSTRUCTION ENTRANCE

4. INSTALL COMPOST FILTER SOCK: BELOW AREAS OF DISTURBANCE AS SHOWN ON

PLANS

5. CLEAR AND GRUB: CLEAR AND GRUB IN AREA OF EARTHWORK ACTIVITIES. ALL

DEBRIS TO BE REMOVED IN APPROVED MANNER.

6. TOPSOIL: STRIP TOPSOIL AS REQUIRED FOR THE SITE AND STOCKPILE IN AREAS

WITH FILTER FABRIC FENCE SURROUNDING. WHEN TOPSOIL REMOVAL IS

COMPLETED, IMMEDIATELY SEED STOCKPILE PER TEMPORARY SEEDING

SPECIFICATIONS. TOPSOIL STOCKPILE HEIGHTS MUST NOT EXCEED THIRTY FIVE

FEET AND SHALL BE 2H:1V OR FLATTER.

7. COMMENCE GRADING ACTIVITIES: COMPLETE GRADING AS NECESSARY FOR SITE

CONSTRUCTION. ENSURE THAT ALL EARTH DISTURBANCE ACTIVITIES ARE

CONTAINED WITHIN THE PERIMETER OF ESTABLISHED EROSION CONTROLS.

MINIMIZE THE EXTENT AND DURATION OF EARTH DISTURBANCE WHEREVER

POSSIBLE THROUGH STRATEGIC PHASING OF ACTIVITIES. PROTECT EXISTING

VEGETATION WHERE DISTURBANCE IS NOT NECESSARY. DO NOT COMPACT SOIL

IN AREAS WHERE NO DISTURBANCE IS PLANNED AND IN AREAS WHERE

VEGETATIVE STABILIZATION IS PLANNED. NO MORE THAN 15,000 SQUARE FEET OF

DISTURBED AREA SHALL REACH FINAL GRADE BEFORE INITIATING SEEDING,

MULCHING, AND/OR BLANKETING OPERATIONS. DURING GRADING ACTIVITIES,

INSTALL ALL STORM SEWER PIPING IN ACCORDANCE WITH THE FOLLOWING STEP.

8. INSTALL STORMWATER MANAGEMENT SYSTEM: INSTALL STORMWATER INLETS,

AND STORM LINES AS SHOWN ON THE PLAN. INSTALL AS FOLLOWS:

A .WORK CREWS AND EQUIPMENT FOR TRENCHING, PLACEMENT OF PIPE

CONSTRUCTION AND BACKFILLING WILL BE SELF-CONTAINED AND SEPARATE

FROM CLEARING AND GRUBBING THE SITE RESTORATION AND STABILIZATION

OPERATIONS.

B. INSTALL STORM SEWERS FROM DOWNSTREAM TO UPSTREAM AS GRADING

OCCURS. INSTALL SILT SACKS IN ALL PROPOSED INLETS.

C. AFTER STABILIZATION OF ALL TRIBUTARY DRAINAGE AREAS, INSTALL

STORMWATER MANAGEMENT FACILITIES FROM DOWNSTREAM TO UPSTREAM,

STARTING WITH THE UNDERGROUND DETENTION TANK. FOR EACH FACILITY

(TANK), BEGIN WITH CONSTRUCTION OF THE OUTLET STRUCTURES AND PIPES

DURING GRADING, THEN STABILIZE.

D. LIMIT DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT,

INSTALLATION, AND BACKFILLING THAT CAN BE COMPLETED THE SAME DAY.

E. WATER THAT ACCUMULATES IN ANY OPEN TRENCH WILL BE COMPLETELY

REMOVED BY PUMPING, BEFORE PIPE PLACEMENT AND/OR BACKFILLING

BEGINS, TO A PUMPED WATER FILTER BAG. TRENCH PLUGS, AS SHOWN IN THE

DETAILS, ARE TO BE INSTALLED PER PADEP CHAPTER 102 REQUIREMENTS. ON

THE DAY FOLLOWING THE PIPE PLACEMENT AND TRENCH BACKFILLING, THE

DISTURBED AREA WILL BE GRADED TO FINAL SUBGRADE AND SEEDED AND

MULCHED OR STABILIZED PER THE PERMANENT SEEDING SCHEDULE.

9. INSTALL ALL UTILITY LINES (WATER, ELECTRIC, CABLE/INTERNET/PHONE):

UTILITIES SUCH AS PIPELINES WITH JOINTS THAT ALLOW A MANUFACTURED

LENGTH OF PIPE TO BE PLACED IN THE TRENCH WITH THE PIPE JOINT

ASSEMBLED/MADE IN THE TRENCH REQUIRE AN OPEN PIPELINE TRENCH THAT IS

ONLY SLIGHTLY LONGER THAN THE LENGTH OF PIPE BEING INSTALLED. THE

TOTAL LENGTH OF EXCAVATED TRENCH OPEN AT ANY ONE TIME SHOULD NOT BE

GREATER THAN THE TOTAL LENGTH OF PIPELINE/UTILITY LINE THAT CAN BE

PLACED IN THE TRENCH AND BACK-FILLED IN ONE WORKING DAY. PLACE

EXCAVATED MATERIAL ON THE UPSLOPE SIDE OF THE TRENCH. ANY

ACCUMULATED WATER SHALL BE REMOVED BY PUMPING THROUGH A PUMPED

WATER FILTER BAG. ON THE DAY FOLLOWING THE PIPE PLACEMENT AND

TRENCH BACKFILLING, THE DISTURBED AREA WILL BE GRADED TO FINAL

SUBGRADE AND SEEDED AND MULCHED, STABILIZED PER THE PERMANENT

SEEDING SCHEDULE, OR PAVED.

10.STABILIZE: APPLY PERMANENT STABILIZATION TO ANY REMAINING DISTURBED

AREAS. STABILIZE PROPOSED PAVED AREAS WITH STONE BASE.

11.RESEED: RESEED ANY DISTURBED AREAS THAT HAVE NOT ACHIEVED A UNIFORM

70% PERENNIAL VEGETATIVE COVER AFTER 30 DAYS.

PCSM CONSTRUCTION SEQUENCE

CONTRACTOR MUST CONTACT THE CONTRACTING OFFICER AND ENGINEER ON RECORD

FORTY -EIGHT (48) HOURS PRIOR TO THE COMMENCEMENT OF THE FOLLOWING STEP TO

COORDINATE CONSTRUCTION OBSERVATION OF THE PCSM BMPS.

1. IMPLEMENT PCSM PLAN: ONCE SITE HAS ACHIEVED A UNIFORM 70% PERENNIAL

VEGETATIVE COVER.

a. INSTALL STORM SEWERS FROM DOWNSTREAM TO UPSTREAM AS

GRADING OCCURS. INSTALL SILT SACKS IN ALL PROPOSED INLETS.

b. AFTER STABILIZATION OF ALL TRIBUTARY DRAINAGE AREAS, INSTALL

STORMWATER MANAGEMENT FACILITIES FROM DOWNSTREAM TO

UPSTREAM, STARTING WITH THE UNDERGROUND DETENTION TANK. FOR

EACH FACILITY (TANK), BEGIN WITH CONSTRUCTION OF THE OUTLET

STRUCTURES AND PIPES DURING GRADING, THEN STABILIZE.

2. ONCE UTILITY CONSTRUCTION IS COMPLETED, TESTED AND OPERATING, PLACE

PAVEMENT SUBBASE FOR THE PROPOSED PAD AND ROAD. REMOVE SILT SACKS

IN AREAS TO BE PAVED. PAVE ROADWAY AND PAD. REPLACE SILT SACKS IN

INLETS AFTER PAVING IS COMPLETED.

3. REMOVE ROCK CONSTRUCTION ENTRANCE AND SEED AND MULCH THE

DISTURBED AREAS.

4. APPLY PERMANENT STABILIZATION TO ANY REMAINING DISTURBED AREAS.

5. FINAL PHASE: WHEN CONSTRUCTION IS COMPLETE, AND ALL GROUND COVER IS

ESTABLISHED (GAUGED BY SEVENTY PERCENT (70%) PERENNIAL VEGETATIVE

COVERAGE IN VEGETATED AREAS) REMOVE THE REMAINING TEMPORARY

EROSION AND SEDIMENT CONTROLS.

a. DURING THIS REMOVAL PROCESS, FERTILIZE, SEED, AND MULCH

DISTURBED AREAS PER PERMANENT SEEDING SPECIFICATIONS.

b. IF VEGETATIVE GROWTH IS NOT ESTABLISHED WITHIN TWENTY (20) DAYS, RESEED IMMEDIATELY.

c. ALL COMPOST FILTER SOCKS, AND/OR SILT SACKS ARE TO BE REMOVED.

DISPOSE OF ANY REMAINING SILT, COMPOST FILTER SOCKS AND SILT

SACKS AS STATED IN THE RECYCLING AND DISPOSAL OF MATERIALS

SECTION OF THIS REPORT. SEED AND MULCH ALL REMAINING

DISTURBED AREAS.

d. SEED AND MULCH ANY REMAINING DISTURBED AREAS AFTER ALL OF THE

TEMPORARY EROSION AND SEDIMENT CONTROLS HAVE BEEN REMOVED.

e. INSTALL ANY EROSION BLANKETING ON STEEP SLOPES AS REQUIRED.

102.4(B)(5)(X) MAINTENANCE OF CONTROL FACILITIES

MAINTENANCE OF CONTROL FACILITIES

INSPECTION AND MAINTENANCE PROGRAMS WILL BE IMPLEMENTED DURING AND

AFTER CONSTRUCTION TO ASSURE THAT EROSION AND SEDIMENTATION MEASURES

ARE MAINTAINED. ALL EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE

INSPECTED WEEKLY AND AFTER EVERY RUNOFF EVENT. INSPECTIONS AND

MAINTENANCE ARE TO BE DOCUMENTED ON THE PADEP VISUAL INSPECTION FORM

3150-FM-BWEW0083 IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF

ENVIRONMENTAL PROTECTION AND THE ALLEGHENY COUNTY CONSERVATION

DISTRICT GUIDELINES. REPAIRS AND MAINTENANCE WILL BE PERFORMED BY THE

CONTRACTOR AS REQUIRED TO MAINTAIN THE INTEGRITY OF THE MEASURES AND

FACILITIES. ANY DEFICIENCIES MUST BE CORRECTED BY THE CONTRACTOR WITHIN

24 HOURS UPON IDENTIFICATION OF THE DEFICIENCY. ALL AREAS DISTURBED BY BMP

MAINTENANCE ACTIVITIES SHALL BE IMMEDIATELY STABILIZED WITH SEED AND

MULCH. SPECIFIC MAINTENANCE PROGRAMS FOR EROSION CONTROL BMPS ARE

DESCRIBED BELOW. ALL MAINTENANCE MEASURES ARE THE RESPONSIBILITY OF THE

CONTRACTOR AND OF THE INDIVIDUAL PERMIT HOLDER.

CONSTRUCTION WASTES INCLUDING, BUT NOT LIMITED TO, BUILDING MATERIALS,

CONCRETE WASH WATER, SANITARY WASTES, ETC. THAT COULD ADVERSELY IMPACT

WATER QUALITY MUST BE DISPOSED OF PROPERLY AT AN APPROVED DEP DISPOSAL

SITE. WHENEVER POSSIBLE, RECYCLING OF EXCESS MATERIALS IS PREFERRED

RATHER THAN DISPOSAL.

COMPOST FILTER SOCKS

COMPOST FILTER SOCKS WILL BE INSPECTED WEEKLY AND AFTER EVERY RUNOFF

EVENT AND ANY REQUIRED REPAIRS, SUCH AS REPLACING OR RE-STAKING, WILL BE

MADE WITHIN 24 HOURS. SEDIMENT DEPOSITS WILL BE REMOVED WHEN IT REACHES

1/2 OF THE HEIGHT OF THE FILTER SOCK.

INLET PROTECTION

SILT SACKS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RUNOFF EVENT AND

CLEANED WHEN THEY REACH ½ OF THEIR CAPACITY UNLESS MORE FREQUENT

MAINTENANCE IS REQUIRED BY THE MANUFACTURER. ANY REPAIR WILL BE MADE

WITHIN 24 HOURS.

ROCK CONSTRUCTION ENTRANCE

ROCK CONSTRUCTION ENTRANCE THICKNESS WILL BE CONSTANTLY MAINTAINED TO

THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE OF ROCK MATERIALS

WILL BE MAINTAINED ON THE SITE FOR THIS PURPOSE. DRAIN SPACE UNDER WASH

RACK SHALL BE KEPT OPEN AT ALL TIMES. DAMAGE TO THE WASH RACK SHALL BE

REPAIRED PRIOR TO FURTHER USE OF THE RACK. ALL SEDIMENT DEPOSITED ON

ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE

IMMEDIATELY. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY

DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

THE COMPOST SOCK SEDIMENT TRAP SHALL BE INSPECTED WEEKLY AND AFTER EACH

RUNOFF EVENT. SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/3 THE HEIGHT OF

THE SOCKS. ANY REPAIRS WILL BE MADE WITHIN 24 HOURS.

FILTER BAG

THE PURPOSE OF A FILTER BAG IS TO REMOVE SEDIMENT FROM RUNOFF OR

GROUNDWATER WHICH IS PUMPED FROM THE WORK AREA. THE BAG MUST BE

LOCATED IN AN AREA THAT IS WELL-VEGETATED AND HAS A LAND SLOPE OF LESS

THAN FIVE PERCENT (5%) OR ON A BED OF AASHTO NO. 57 STONE. THE FILTER BAG

SHALL BE CONSTRUCTED OF NON-WOVEN GEOTEXTILE. THE BAG MUST TRAP

PARTICLES LARGER THAN 150 MICRONS. THE PUMPING RATE SHOULD NOT EXCEED

1/2 OF THE MAXIMUM RECOMMENDED BY THE BAG MANUFACTURER. FILTER BAGS

MUST DISCHARGE INTO STABLE, EROSION RESISTANT AREAS. THE FILTER BAG

SHOULD BE INSPECTED DAILY AND AFTER EACH PRECIPITATION EVENT. ANY

REQUIRED REPAIRS, SUCH AS REPLACING OF THE FILTER BAG, WILL BE MADE WITHIN

24 HOURS OF RECOGNITION OF THE FAILURE. THE FILTER BAG AND TRAPPED

SEDIMENT SHALL BE DISPOSED OF OFF-SITE WHEN THE BAG IS 1/2 FULL AT A DUMP

SITE APPROVED BY THE ALLEGHENY COUNTY CONSERVATION DISTRICT.

VEGETATION

INSPECT ALL SEEDED AREAS WEEKLY AND AFTER EVERY RUNOFF EVENT. RESEED

ALL AREAS THAT VEGETATION HAS FAILED TO ESTABLISH. REPAIR ALL ERODED

SLOPES, SEED AND MULCH AS NECESSARY.

DISTURBED AREAS

AS SOON AS SLOPES, CHANNELS, DITCHES AND OTHER DISTURBED AREAS REACH

FINAL GRADE THEY MUST BE PERMANENTLY STABILIZED. TEMPORARY STABILIZATION

SHALL BE ESTABLISHED IN ANY AREAS WHERE CONSTRUCTION ACTIVITIES HAVE

CEASED FOR FOUR (4) DAYS OR MORE AND WHERE CONSTRUCTION ACTIVITIES WILL

NOT RESUME WITHIN FOUR (4) DAYS. A PERMANENT COVER SHALL BE INSTALLED IN

ANY AREA WHERE CONSTRUCTION IS TO BE HALTED FOR MORE THAN ONE YEAR. NO

MORE THAN 15,000 SQUARE FEET OF DISTURBED AREA SHALL REACH FINAL GRADE

BEFORE INITIATING STABILIZATION OPERATIONS. ALL DISTURBED SLOPES 3:1 H:V OR

GREATER SHALL BE STABILIZED WITH SEED, MULCH, AND SLOPE STABILIZATION

FABRIC.

SEDIMENT DISPOSAL

ALL SEDIMENT TAKEN FROM THE EROSION CONTROL FACILITIES WILL BE SPREAD AND

DRIED FOR USE IN ONSITE GRADING OR DISPOSAL OFF SITE. UNSUITABLE MATERIAL

SHALL BE HAULED FROM THE SITE FOR PROPER DISPOSAL. AS CONSTRUCTION IS

COMPLETED, VEGETATION ESTABLISHED AND STABILIZATION MEASURES FINISHED,

TEMPORARY EROSION CONTROL FACILITIES WILL BE REMOVED.

PERMANENT CONTROL MEASURES WILL INCLUDE, BUT ARE NOT LIMITED TO:

PERMANENT SEEDING AND LANDSCAPING. THESE FACILITIES WILL BE IMPLEMENTED

AND MAINTAINED AS CONSTRUCTION IS COMPLETED.

SEEDING AND MULCHING MATERIALS

a) TEMPORARY VEGETATIVE COVER. FROM FEBRUARY 15 TO MAY 15 AND AUGUST

15 TO OCTOBER 1, APPLY AVENGER TALL FESCUE, HOMERUN PERENNIAL

RYEGRASS, GRANDSLAM PERENNIAL RYEGRASS, AND CORSAIR KENTUCKY

BLUEGRASS AT THE RATE OF 261 POUNDS PER ACRE (6 POUNDS PER SQUARE

FOOT) BY BROADCASTING, DRILLING, OR HYDRAULIC APPLICATION FOLLOWED BY

NORTH AMERICAN GREEN S75BN (OR EQUIVALENT) ROLLED EROSION CONTROL

BLANKET (INSTALLED AND ANCHORED PER MANUFACTURER

RECOMMENDATIONS).

IN THE ABSENCE OF A SOIL TEST, LIME SHOULD BE APPLIED AT THE RATE OF 1

TON PER ACRE, AND FERTILIZER SHOULD BE APPLIED AT THE RATE OF 50 POUNDS

OF NITROGEN, 50 POUNDS OF P2O5 AND 10 POUNDS OF K2O PER ACRE (E.G. 500

POUNDS OF 10-10-10 PER ACRE).

b) PERMANENT VEGETATIVE COVER. SMOOTH AND FIRM SEEDBED WITH

CULTIPACKER OR OTHER SIMILAR EQUIPMENT PRIOR TO SEEDING. FROM

FEBRUARY 15 TO MAY 15 AND AUGUST 15 TO OCTOBER 1, APPLY AVENGER TALL

FESCUE, HOMERUN PERENNIAL RYEGRASS, GRANDSLAM PERENNIAL RYEGRASS,

AND CORSAIR KENTUCKY BLUEGRASS AT THE RATE OF 261 POUNDS PER ACRE (6

POUNDS PER SQUARE FOOT) BY BROADCASTING, DRILLING, OR HYDRAULIC

APPLICATION FOLLOWED BY NORTH AMERICAN GREEN S75BN (OR EQUIVALENT)

ROLLED EROSION CONTROL BLANKET (INSTALLED AND ANCHORED PER

MANUFACTURER RECOMMENDATIONS).

SEED AND SOIL SUPPLEMENTS (EXCEPT LIME) SHALL CONFORM TO THE

REQUIREMENTS OF FORMULAS D AND E IN SECTION 804 OF THE PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION FORM 408 (APPENDED). LIMING SHALL

CONFORM TO THE REQUIREMENTS LISTED ON PAGE 5.40 OF THE EROSION AND

SEDIMENTATION POLLUTION CONTROL PROGRAM MANUAL (APPENDED).

MULCH SHALL CONFORM TO THE REQUIREMENTS OF SECTION 805 OF THE

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION FORM 408.

IN THE ABSENCE OF…

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File details come from the government source that posted it. Updated Jul 9, 2021.