Attch 6_Deletions of Funcks Utility Lines 1C_128_129 (1).pdf

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Attached to
Construct Access Control Points Fort Indiantown Gap
Solicitation number
W912KC21B0002
Issued by

About this file

This invitation for bid solicits construction services for two Access Control Points at Fort Indiantown Gap in Pennsylvania. Requirements include constructing gate structures with canopies, a Visitor Control Center, vehicle inspection areas, gatehouses, ID check stations, as well as perimeter fencing around 25% of the base. Security systems such as ballistic protection, cameras, barriers, and communications equipment are also required. The performance period is 490 calendar days from notice to proceed. The contract value is estimated between $10-25 million. This solicitation is set aside for small businesses with a NAICS code of 237310 and size standard of $39.5 million. A mandatory site visit will be held on August 10, 2021. The solicitation contains three base line items and six additive line items, and the contract will be awarded to the lowest bidder based on the aggregate of the base items plus the highest priority additives within available funds.

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1C-128 c:\pwworking\central01\d0478269\10078599-FIGW-1C-128.dwg

31 October 2019 2:53 PM Brandt, Jill C.

1. SEE DRAINAGE PROFILES ON 1C-205 THROUGH 1C-209.

2. SEE SANITARY SEWER PROFILES ON 1C-210 THROUGH

1C-212.

3. SEE WATER MAIN PROFILES ON 1C-213 THROUGH 1C-215.

GENERAL NOTES

LEGEND

SD

STORM DRAINAGE

FM

SEWER FORCEMAIN

SANITARY SEWER

WATER MAIN

CB

SS

W

CATCH BASIN

STORM MANHOLE/JUNCTION BOX

FLARED END SECTION

THRUST BLOCK

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REDUCER

CO

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ARV

GAS MAIN (CLIN 0003)G

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COUPLER/RESTRAINED JOINT

AIR RELEASE VALVE

VALVE

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ENDWALL

INLET/OUTLET PROTECTION

PAVEMENT SUBDRAIN

SD

A1

MAIN GATE UTILITY PLAN (AREA 1)

SCALE: 1" = 30' (FULL SIZE)

30' 60'0

N

1C-128

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1C-131

KEY MAP

MATCHLINE - SEE SHEET 1C-129

SHEET KEYNOTES

1. FORCE MAIN TO BE FIELD LOCATED. APPROXIMATE TIE-IN

LOCATION OUTSIDE FISHER AND INSPECTION ROAD

GRADING LIMITS. CUT, CAP, AND ABANDON EXISTING

FORCE MAIN EAST TO BEGINNING OF DEMOLITION.

2. MAINTAIN MINIMUM 0.5 FT CLEARANCE.

3. FIELD VERIFY EXISTING SIZE, TYPE, AND LOCATION.

4. COVER GREATER THAN 42 IN. MAINTAIN NEGATIVE SLOPE

TO CONNECTION INVERT ELEVATION AT SD CB 40.

5. WATER MAIN TO BE FIELD LOCATED. APPROXIMATE TIE-IN

LOCATION AT EAST EDGE OF BIDDLE DRIVE. CUT, CAP AND

ABANDON EXISTING WATER MAIN EAST TO THE BEGINNING

OF DEMOLITION.

AutoCAD SHX Text c-josaufle Polygon c-josaufle Text Box c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Polygon c-josaufle Text Box Sanitary Forcemain and 8" water line shown this page not in contract

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BEGIN ALGN: DW SERVICE

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1C-129 c:\pwworking\central01\d0478269\10078599-FIGW-1C-128.dwg

31 October 2019 2:53 PM Brandt, Jill C.

1. SEE DRAINAGE PROFILES ON 1C-205 THROUGH 1C-209.

2. SEE SANITARY SEWER PROFILES ON 1C-210 THROUGH

1C-212.

3. SEE WATER MAIN PROFILES ON 1C-213 THROUGH 1C-215.

GENERAL NOTES

MATCHLINE - SEE SHEET 1C-130

LEGEND

SD

STORM DRAINAGE

FM

SEWER FORCEMAIN

SANITARY SEWER

WATER MAIN

CB

SS

W

CATCH BASIN

STORM MANHOLE/JUNCTION BOX

FLARED END SECTION

THRUST BLOCK

S

SANITARY MANHOLE

REDUCER

CO

D

ARV

GAS MAIN (CLIN 0003)G

FIRE HYDRANT

COUPLER/RESTRAINED JOINT

AIR RELEASE VALVE

VALVE

CLEANOUT

ENDWALL

INLET/OUTLET PROTECTION

PAVEMENT SUBDRAIN

SD

1C-128

1C-129

1C-130

1C-132

1C-131

KEY MAP

A1

MAIN GATE UTILITY PLAN (AREA 2)

SCALE: 1" = 30' (FULL SIZE)

30' 60'0

N

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SHEET KEYNOTES

1. FORCE MAIN TO BE FIELD LOCATED, DURING DEMOLITION,

TO SOUTH SIDE OF TROOPER ST. MATCH TIE-IN LOCATION

TO FORCE MAIN REMOVAL LIMITS. CUT, CAP, AND

ABANDON EXISTING FORCE MAIN.

2. MAINTAIN MINIMUM 0.5 FT CLEARANCE.

3. FIELD VERIFY EXISTING SIZE, TYPE, AND LOCATION.

4. COVER GREATER THAN 42 IN. MAINTAIN NEGATIVE SLOPE

TO CONNECTION INVERT ELEVATION AT SD CB 40.

5. BASE BID: STUB AND CAP AT NG MAINLINE.

CLIN 0007: PROVIDE NG SERVICE TO SEARCH OFFICE.

6. BASE BID: STUB AND CAP 4" hpde AT SW DOWNSPOUNT 3-A.

c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box SS Forcemain not in contract; allow for future connection at terminus c-josaufle Polygon c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box X c-josaufle Text Box This portion 8" water not in contract; allow for future connection at tee c-josaufle Polygon c-josaufle Line

File details come from the government source that posted it. Updated .