Appendix A_XLWU20-8124.pdf

PDF 6 MB Posted Jan 15, 2020

Attached to: Repair/Renovate Cleveland Commercial Gate
Solicitation number: FA481920R0004
Issued by: Department of the Air Force Air Combat Command

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Written by GovTribe AI · Dec 28, 2023

This document package includes construction plans and specifications for the Repair/Renovate Cleveland Commercial Gate project at Tyndall Air Force Base. The scope of work involves renovating two guard shacks, replacing security equipment, constructing a new x-ray shelter, improving site drainage, widening roadways, and resurfacing pavement. The project will upgrade security infrastructure at the base's main commercial entry control point to address aging facilities and optimize traffic flow. The Department of the Air Force is the contracting agency, with an anticipated award date of 2020 and completion by 2022. The solicitation number is FA481920R0004.

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Other files

File	Type	Posted
Cleveland Gate Synopsis Amendment 01.pdf	PDF	Jan 23, 2020
Cleveland Gate Synopsis.pdf	PDF	Jan 15, 2020
SOW_XLWU20-8124_Repair Cleveland Gate.pdf	PDF	Jan 15, 2020
Appendix B_XLWU20-8124.pdf	PDF	Jan 15, 2020

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CONCEPT

20 8124

/ RENOVATE CLEVELAND COMMERCIAL GATE

1522774819A Draft

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PROJECT:

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C-1

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REPAIR / RENOVATE CLEVELAND

COMMERCIAL GATE - CONCEPT PLANS

PROJECT No. XLWU 20-8124

PROJECT LOCATION DRAWING INDEX

SHEET DESCIPTION OF SHEET

C1 COVERSHEET

C2 EXISTING CONDITIONS

C3 CONCEPT SITE PLAN

C4 CONCEPT PAVEMENT DETAILS

DUPONT BRIDGE

PROJECT LOCATION

TYNDALL AFB

DRONE FLIGHTLINE

GULF OF MEXICO

C5 LIDAR DATA

C6 COMPOSITE UTILITIES

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VETTED

ONLY

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PROJECT:

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CONCEPT SITE PLAN

FOR REFERENCE ONLY

NOTES:

1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING

2. TREE CLEARING HAS BEEN COMPLETED THAT IS NOT REPRESENTED IN IMAGE

3. GRADE ROADSIDE LANDSCAPE FOR POSITIVE DRAINAGE A MIN OF 15 FT OFF EDGE

4. SEE LIDAR GIS PAGES FOR REFERENCE

5. SEE UTILITY GIS PAGES FOR REFERENCE

6. SEE AS-BUILTS FOR B2610 AND B2600 REMODEL

REMOVE MANUAL DROP BARS

CONSTRUCT NEW X-RAY

+ 7000 SF X-RAY SHELTER (SEE

B2609 PLANS FOR CONCEPT)

POWERED DROP BAR

POLK AVE (VEHICLE QUEUING LANES)

US HWY 98

GUARD SHACK (B2610) REPLACE

CEILING TILES, INSTALL LED EXT

LIGHTS, REPLACE BALLISTIC

SERVICE WINDOW

GRADE TO DRAIN

SHALLOW SWALE

ANTICIPATED CONSTRUCTION

LIMITS - 60 FT OFF SHOULDER

CLEVELAND AVE

NEW PAVEMENT FOR

IMPROVED TURN AROUND

EXISTING POLE MOUNTED

LIGHTING TO REMAIN (TYP)

EXISTING POLE MOUNTED AREA

LIGHTING TO REMAIN (TYP)

NEW SHALLOW SWALE

2 ADDITIONAL LANES MIN 12'

W/ 4' SHOULDER

NEW POLE MOUNTED

STREET LIGHTS (TYP)

NEW TRAFFIC CONTROL

DEVICES CONTROLLED

FROM GUARD SHACK

POWERED TRAFFIC

CONTROL DEVICES

WIDEN PAVEMENT

GUARD SHACK (B2600) REPLACE

CEILING TILES, INSTALL LED INT

& EXT LIGHTS

NEW POLE MOUNTED

STREET LIGHTING (TYP)

GRADE TO DRAIN

SHALLOW SWALE

GRADE TO DRAIN

NEW TRAFFIC CONTROL

DEVICES CONTROLLED

FROM GUARD SHACK

GRADE TO DRAIN

GATE IDENTIFICATION SIGN

ANTICIPATED CONSTRUCTION

LIMITS

7. TRAFFIC AND GUIDE SIGNS TO BE INSTALLED (NOT SHOWN)

8. GATE EXIT SIGN TO BE INSTALLED FOR HWY 98 VEHICLES

9. CONTRACTOR TO COORDINATE STREET/AREA LIGHTING WITH UTILITY OWNER

10. STORM WATER SYSTEM SHALL BE PROFESSIONALLY DESIGNED AND PERMITTED

11. PLAN ILLUSTRATES CONCEPT INTENT ONLY, FINAL DESIGN IS THE RESPONSIBILITY

OF THE AWARDED DESIGN BUILD CONTRACTOR

MILL AND RESURFACE

EXISTING PAVEMENT

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PROJECT:

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EXISTING CONDITION

FOR REFERENCE ONLY

NOTES:

1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING

2. TREE CLEARING HAS BEEN COMPLETED THAT IS NOT REPRESENTED IN IMAGE

3. SEE LIDAR GIS PAGES FOR REFERENCE

4. SEE UTILITY GIS PAGES FOR REFERENCE

MANUAL DROP BAR

JERSEY BARRIERS (TYP)

X-RAY SHELTER SLAB

EST. 70' x 100'

STRUCTURE IS DEMOLISHED

POWERED DROP BAR

ONE WAY SPIKE STRIP

POWERED DROP BAR

GUARD SHACK (B2600)

CONCRETE PAVEMENT (TYP)

POLK AVE (VEHICLE QUEUING LANE)

US HWY 98

ASPHALT PAVEMENT (TYP)

SIDEWALK

GUARD SHACK (B2610)

SEARCH SHELTER (B2609)

**DRAINAGE PROBLEM)

ANTICIPATED CONSTRUCTION LIMITS

CLEVELAND AVE

DENIED VEHICLE TURN AROUND)

POLE MOUNTED LIGHTING (TYP)

VEHICLE EXIT TO HWY 98

AND TYNDALL GATE

JERSEY BARRIERS (TYP)

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LIMITS OF

CONSTRUCTION

1:101:10

DEPTH AND WIDTH VARY

1:9

DEPTH AND WIDTH VARY

1:60.02 0.02

1:101:10

0.02 0.02

0.05

BASE MATERIAL

STABLIZED SUBGRADE

± 3" ASPHALT PAVEMENT

HWY 98

1:101:10

LIMITS OF

CONSTRUCTION

HWY 98

LIMITS OF

CONSTRUCTION

8" MIN LIME ROCK BASE

12" STABLIZED SUBGRADE

3" MIN ASPHALT PAVEMENT

LIMITS OF

CONSTRUCTION

MIN 4' SHOULDERMIN 3" ASPHALT

PAVEMENT

PREVIOUS GRADE

SOLID EDGE

STRIPING

SKIP

STRIPING

SOLID EDGE

STRIPING

EXISTING CONDITIONS

NTS

CX.X

POLK AVE CONCEPT SECTION

NTS

CX.X

NATURAL GROUND

PAVEMENT CROWN

NEW CONSTRUCTION*

OPTIONAL BASE GROUP 09 WITH

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2") PG 76-22

AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1 14") PG76-22

SHOULDER PAVEMENT*

OPTIONAL BASE GROUP 01 WITH

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1") PG 76-22

AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1 14") PG 76-22

MILLING*

VARIES - SEE FINAL DESIGN DOCUMENTS

RESURFACING*

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 12") PG 76-22

AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1 14") PG 76-22

POLK AVENUE TRAFFIC DATA *

CURRENT YEAR = 2018 AADT = 125

ESTIMATED OPENING YEAR = 2020 AADT = 600

ESTIMATED DESIGN YEAR = 2040 AADT = 250

K = 6% D = 100% T = 95% (24 HOUR)

DESIGN SPEED = 30 MPH

POSTED SPEED = 15 MPH

SOD

* ALL TRAFFIC DATA AND PAVEMENT SECTION DEPTHS ARE ASSUMED - DESIGNER OF RECORD IS RESPONSIBLE FOR FINAL DESIGN

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3' 12'-8" 12'-8" 3' TURF

12"

3' 12'-8" 13' 13'

MILL AND REMOVE AS

REQUIRED NEW ASPHALT PAVEMENT

STANDARD CLEARING AND GRUBBING

13' 4' MIN 3'

EXISITING DRAINAGE FEATURE

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LID

NOTES:

1. CONTRACTOR TO VERIFY ALL DIMENSIONS / ELEVATIONS PRIOR TO CONSTRUCTION

2. HORZONTAL DATUM: TRANSVERSE MERCATOR PROJECTION: WGS 1984 UTM ZONE 17N

2. VERTICAL DATUM: EGM96 GEOID

LIDAR DATA

FOR REFERENCE ONLY

FOR REFERENCE ONLY v19.1

Although every effort has been made to ensure the accuracy of information, errors and conditions originating from physical sources used to develop the database maybe reflected in the data supplied. The end user must be aware of the data conditions and ultimately bear responsibility and the appropriate use of the information with respect to possible errors, original map scale, collection methodology, currency of data, and other conditions specific to certain data.

Unauthorized reproduction, distribution, publication, or exhibition of this material is STRICTLY PROHIBITED. Refer other requests to 325 CES/CEN. Destroy as "For Official Use Only". 325 CES/CEN shall not be liable for any errors, omissions, or damages that result from noncompliance of this message.

Removal of this caveat is prohibited.

This material is For Official Use Only.

LIMITED DISTRIBUTION

Distribution authorized to DoD, IAW

10 U.S.C. §130 & 455. Release authorized to U.S. DoD contractors IAW 48 C.F.R.

§252.245-7000.

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1. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO DESIGN

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COMPOSITE UTILITY SYSTEMS

FOR REFERENCE ONLY

FOR REFERENCE ONLY v19.1

Removal of this caveat is prohibited.

This material is For Official Use Only.

LIMITED DISTRIBUTION

Distribution authorized to DoD, IAW

10 U.S.C. §130 & 455. Release authorized to U.S. DoD contractors IAW 48 C.F.R.

§252.245-7000.

ILI

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File details come from the government source that posted it. Updated Jan 15, 2020.