20190412_SOW_Storm_Drainage.pdf

PDF 16 MB Posted Apr 12, 2019

Attached to: Stormwater Pipe and Connection boxes
Solicitation number: FA6633-19-Q-A004
Issued by: Department of the Air Force Reserve Command

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SOW for Storm Drainage and Attachments

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Attachment 1, Statement of Work

STATEMENT OF WORK

FOR

STORMWATER PIPE AND CONNECTION BOXES

CONSTRUCT PERIMETER ROAD (QJKL 11-0026)

934th Airlift Wing Minneapolis, MN

12 April 2019

STATEMENT OF WORK

STORMWATER PIPE AND CONNECTION BOXES

The Contractor shall furnish all stormwater materials specified in this document for the purposes of constructing a perimeter road for the 934th Airlift Wing.

1. DESCRIPTION OF SERVICES. The contractor shall provide all stormwater materials in accordance with the dimensions and details shown on the attached Construction Plans (APPENDIX A). Material shall conform to the design specifications and all applicable local and government standards. Contractor shall provide all transportation required to furnish materials to the project location at the 934th Airlift Wing, Minneapolis-St Paul Air Reserve Station, MN in a satisfactory manner.

1.1. Materials. The contractor shall provide all materials in accordance with the Construction Plans (Appendix A), to include, but not limited to, all stormwater materials related to the plans as detailed in the Example Minimum Material Listing (Appendix B). Contractor shall reference any/all pages from the Construction Plan when submitting a list of materials. Examples:

a. C301 – Proposed Grading (pg. 16)

b. C302 – Proposed Grading (pg. 17)

c. C310 – Proposed Drainage (pg. 18)

d. C320 – Storm Profiles (pg. 19)

e. C630 – Civil Details (pg. 30)

f. C631 – Civil Details (pg. 31)

All materials furnished by the contractor shall be new and conforming to the contract specifications as per US and the Minnesota Department of Transportation (MnDOT) Standard Specifications for Construction, current edition. Contractor shall submit product data/catalogs, shop drawings, and material samples for pre-approval. All materials used on the project shall be approved by 934th CE (Civil Engineering) or 556th Red Horse (RH) before use. Any changes/substitutes on material shall be approved by CE or RH before proceeding.

1.2. Reference Material Contractor shall ensure all material furnished is in accordance with the following standards:

a. MnDOT Standard Specifications for Construction

b. MnDOT Standard Plates

c. AASHTO M 170

2. SUBMITTALS

2.1. Product Data. Contractor shall submit complete product data/technical specifications for all materials furnished for approval by CE or RH.

2.2 Shop Drawings. Contractor shall furnish shop drawings showing material to be provided, to include dimensions and structure specifications for approval by CE or RH.

2.3. Inspection Reports. Contractor shall furnish all material sampling and testing reports in accordance with MnDOT Standard Specification for Construction for approval by CE or RH.

2.4. AF 3000 Submittals. Contractor shall deliver submittals with the quote by the due date of the solicitation. The contractor may use the AF 3000 form or their own template that contains the same information. AF 3000’s can be provided upon request.

3.0. GOVERNMENT PERSONNEL:

3.1. Points of Contact. The contracting office is the point of contact for all contract matters. The Project Manager is available to address any technical matters and to assist with coordinating deliveries.

Contract Specialist: Chin Dahlquist 612-713-1428 chin.dahlquist.1@us.af.mil Contracting Officer: Joseph Holt 612-713-1433 joseph.holt.6@us.af.mil Project Manager: MSgt Johnny Long (555 RHS)

4.0 DELIVERY. The transportation/delivery costs of all equipment and associated materials to and from the delivery site is the responsibility of the Contractor. The delivery location is the Minneapolis-Saint Paul Joint Air Reserve Station with the dropoff location to be coordinated after award.

The entry gate is at:

760 Military Highway Minneapolis, MN, 55450

4.1. Delivery Coordination. Delivery shall be coordinated with the Government’s on-site representative and transport vehicles shall be scheduled to arrive at the job site during normal work days and hours. This includes Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m. Central Time, and excludes Federal holidays. Alternate delivery times must be approved on a case-by-case basis by the Government representative.

4.2. Vehicles. The contractor shall be responsible for the vehicles required in the performance of the requirement of this contract. All vehicles shall be in operable condition and meet all base, local and prefecture registration and safety requirements.

4.3. Base Driving Standards. All vehicles shall be operated in accordance with base traffic regulations. If equipped with communications devices, equipment shall comply with all base and local frequency regulations. Cell phone use while driving is restricted to “hands free” while on base.

5.0. SECURITY REQUIREMENTS

mailto:chin.dahlquist.1@us.af.mil mailto:joseph.holt.6@us.af.mil

5.1. Personnel. All personnel and subcontractors employed by the Contractor in the performance of the services specified in this contract or any representative of the Contractor entering the work area shall conform and comply with all applicable U.S. Army Corps of Engineers, facility access, security policies and procedures (provided by the Government). The Contractor’s workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

5.2. Security Checks. All Contractor employees or subcontractors must carry pictured identification at all times. They must show I.D. upon request by City/State/Government personnel.

The Contractor's employee must carry a copy of the contract requirements with them during the implementation of this contract. The Contractor's employees will be subject to such additional checks as may be deemed necessary to ensure that no violation of security rules has occurred.

Appendix A, Construction Plans

APPENDIX A:

934th Airlift Wing Running Track and Perimeter Road Improvements (95% Design Set)

560 RHS

MN 62

E A

R H

A R

T A

V E

T Y

H A

W K

A V

2ND ST.

MILITARY HWY.

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ENGINEERING FLIGHT CC

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UTILITIES LEAD

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ELECTRICAL LEAD

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EA SUPERINTENDENT

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PROJECT MANAGER

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CEM

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STRUCTURES LEAD

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AIRFIELD SUPERINTENDENT

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COMMANDER

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PROJECT ENGINEER

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SAFETY

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LT COL JONES

AutoCAD SHX Text 934TH AIRLIFT WING RUNNING TRACK AND PERIMETER ROAD IMPROVEMENTS MINNEAPOLIS/ST. PAUL JOINT AIR RESERVE STATION

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REVIEWING AGENTS / DESIGN STAGES

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560 RHS/DE

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560 RHS/DO

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560 RHS/CC

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934 CES BCE

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ENGINEERING

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ENVIRONMENTAL

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OPERATIONS

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RUNNING TRACK AND PERIMETER RUNNING TRACK AND PERIMETER ROAD IMPROVEMENTS

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MINNEAPOLIS/ST. PAULMINNEAPOLIS/ST. PAUL

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JOINT BASE CHARLESTON, SCJOINT BASE CHARLESTON, SC

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PROJECT #: QJKL 11-0026, QJKL 16-0005 FEBRUARY 2019 95% DESIGN SET

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LAT: 44.8976 44.8976 LONG: -93.2170-93.2170

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DRAWING LIST

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C001 - TITLE SHEET

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C002 - CIVIL NOTES

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C101 - EXISTING CONDITIONS

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C102 - EXISTING CONDITIONS

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C111 - DEMO PLAN PH I

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C112 - DEMO PLAN PH I

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C121 - DEMO PLAN PH II

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C122 - DEMO PLAN PH II

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C131 - DEMO PLAN PH III

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C201 - SITE PLAN - ROAD

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C202 - SITE PLAN - ROAD

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C211 - SITE PLAN - TRACK

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C221 - DIMENSION PLANS

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PROPOSED GRADING

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CIVIL DETAILS - PAVEMENT

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CIVIL DETAILS - STORM DRAINAGE

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DEPARTMENT OF THE AIRFORCEDEPARTMENT OF THE AIRFORCE

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USAFRUSAFR

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560 REDHORSE SQUADRON560 REDHORSE SQUADRON

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JOINT BASE CHARLESTON, SCJOINT BASE CHARLESTON, SC

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934TH AIRLIFT WING934TH AIRLIFT WING

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MINNEAPOLIS/ST. PAULMINNEAPOLIS/ST. PAUL

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560 REDHORSE SQUADRON560 REDHORSE SQUADRON

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JOINT BASE CHARLESTON, SCJOINT BASE CHARLESTON, SC

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934TH AIRLIFT WING934TH AIRLIFT WING

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RUNNING TRACK AND PERIMETER RUNNING TRACK AND PERIMETER ROAD IMPROVEMENTS

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MINNEAPOLIS/ST. PAULMINNEAPOLIS/ST. PAUL

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NEW 18" CURB AND GUTTER

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DEPARTMENT OF THE AIRFORCEDEPARTMENT OF THE AIRFORCE

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560 REDHORSE SQUADRON560 REDHORSE SQUADRON

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JOINT BASE CHARLESTON, SCJOINT BASE CHARLESTON, SC

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934TH AIRLIFT WING934TH AIRLIFT WING

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AutoCAD SHX Text GENERAL NOTES 1. ALL ITEMS SHOWN TO BE REMOVED/RELOCATED IN THIS PLAN (PHASE I) SHALL BE THE ALL ITEMS SHOWN TO BE REMOVED/RELOCATED IN THIS PLAN (PHASE I) SHALL BE THE RESPONSIBILITY OF THE 934TH CES TO REMOVE/RELOCATE. ALL ITEMS SHALL BE REMOVED/REPLACED PRIOR TO ARRIVAL OF CONSTRUCTION TEAM. 2. PROJECT DATUM BASED UPON NAD 83, UTM 15 NORTH AND GEOID 12 A. PROJECT DATUM BASED UPON NAD 83, UTM 15 NORTH AND GEOID 12 A. 3. UNLESS OTHERWISE NOTED EXISTING UTILITIES TO REMAIN SHALL BE PROTECTED. UNLESS OTHERWISE NOTED EXISTING UTILITIES TO REMAIN SHALL BE PROTECTED. 4. CALL IN FOR UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO DIGGING.CALL IN FOR UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO DIGGING.

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STORM DRAINAGE MANHOLE

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SANITARY SEWER MANHOLE

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CATCH BASIN

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ELECTRIC MANHOLE

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EXISTING SITE/DEMOLITION LEGEND

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POST MOUNTED LIGHT FIXTURE

ELECTRIC TRANSFORMER

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AutoCAD SHX Text D

AutoCAD SHX Text 828.00

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AutoCAD SHX Text D

AutoCAD SHX Text Y

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STORMWATER DRAINAGE POND

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PAVILLION

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BLDG. 778

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BLDG. 777

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CONC. WALK

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CONC. WALK

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COURT FENCE - %%P12' CHAIN-LINK

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TENNIS COURTS

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SIGN

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AutoCAD SHX Text 828.00

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BLDG. 750

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BLDG. 750

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SIGN

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CONC. WALK

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DESCRIPTION

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REVISION

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DATE

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APPD'D

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DATE

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SHEET NUMBER

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HORZ: 1":30' 1":30' VERT: NTSNTS

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15 FEB 2019

AutoCAD SHX Text 5 of 33 of 3333

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QJKL 11-0026, QJKL 16-0005QJKL 11-0026, QJKL 16-0005

AutoCAD SHX Text H:\8-ENGINEERING\Engineering\1. Projects\18.001--MSP Reserve Air H:\8-ENGINEERING\Engineering\1. Projects\18.001--MSP Reserve Air Station\70.Dwg\C101-C102- EXISTING CONDITIONS.dwg

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RBCRBC

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560 RHS DESIGN CELL560 RHS DESIGN CELL

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95% DESIGN

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SHEET DESIGNATOR

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VALUE

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C102 - EXISTING C102 - EXISTING CONDITIONS

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DEPARTMENT OF THE AIRFORCEDEPARTMENT OF THE AIRFORCE

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USAFRUSAFR

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560 REDHORSE SQUADRON560 REDHORSE SQUADRON

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JOINT BASE CHARLESTON, SCJOINT BASE CHARLESTON, SC

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934TH AIRLIFT WING934TH AIRLIFT WING

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RUNNING TRACK AND PERIMETER RUNNING TRACK AND PERIMETER ROAD IMPROVEMENTS

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MINNEAPOLIS/ST. PAULMINNEAPOLIS/ST. PAUL

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JOINT AIR RESERVE STATIONJOINT AIR RESERVE STATION

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MATCH LINE

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MATCH LINE

AutoCAD SHX Text N

AutoCAD SHX Text E

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LIMITS OF DISTURBANCE

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EXISTING TREE/SHRUB

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WATER LINE W/ VALVE

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AutoCAD SHX Text G

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FENCE

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STORM DRAIN

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UNDERGROUND POWER LINE (SITE LIGHTING)

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GAS LINE

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UNDERGROUND POWER LINE (PRIMARY)

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LIGHT POLE

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HOODED CURB INLET

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SEWER CLEANOUT

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FIRE HYDRANT

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SCO

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AutoCAD SHX Text D

AutoCAD SHX Text Y

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AutoCAD SHX Text D

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STORM DRAINAGE MANHOLE

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SANITARY SEWER MANHOLE

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CATCH BASIN

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ELECTRIC MANHOLE

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EXISTING SITE/DEMOLITION LEGEND

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POST MOUNTED LIGHT FIXTURE

ELECTRIC TRANSFORMER

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AutoCAD SHX Text D

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AutoCAD SHX Text 828.00

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AutoCAD SHX Text Y

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STORMWATER DRAINAGE POND

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SCO

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PAVILLION

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BLDG. 778

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BLDG. 750

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BLDG. 750

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BLDG. 756

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SIGN

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CONC. WALK

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CONC. WALK

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CONC. WALK

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CONC. WALK

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PERIMETER FENCE - %%P8' W/ 3 STRAND BARBED WIRE TOP (TYP.)

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COURT FENCE - %%P12' CHAIN-LINK

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TENNIS COURTS

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SIGN

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DESCRIPTION

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REVISION

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DATE

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APPD'D

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DATE

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SHEET NUMBER

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SCALE

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HORZ: 1":30' 1":30' VERT: NTSNTS

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15 FEB 2019

AutoCAD SHX Text 6 of 33 of 3333

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QJKL 11-0026, QJKL 16-0005QJKL 11-0026, QJKL 16-0005

AutoCAD SHX Text H:\8-ENGINEERING\Engineering\1. Projects\18.001--MSP Reserve Air H:\8-ENGINEERING\Engineering\1. Projects\18.001--MSP Reserve Air Station\70.Dwg\C111-C112 - DEMOLITION PLAN PHASE I.dwg

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RBCRBC

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560 RHS DESIGN CELL560 RHS DESIGN CELL

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95% DESIGN

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SHEET DESIGNATOR

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VALUE

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C111 - DEMO PLAN PH IC111 - DEMO PLAN PH I

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DEPARTMENT OF THE AIRFORCEDEPARTMENT OF THE AIRFORCE

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USAFRUSAFR

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560 REDHORSE SQUADRON560 REDHORSE SQUADRON

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JOINT BASE CHARLESTON, SCJOINT BASE CHARLESTON, SC

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934TH AIRLIFT WING934TH AIRLIFT WING

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RUNNING TRACK AND PERIMETER RUNNING TRACK AND PERIMETER ROAD IMPROVEMENTS

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MINNEAPOLIS/ST. PAULMINNEAPOLIS/ST. PAUL

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JOINT AIR RESERVE STATIONJOINT AIR RESERVE STATION

AutoCAD SHX Text N

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MATCH LINE

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MATCH LINE

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AutoCAD SHX Text KEYNOTES 1. REMOVE EXISTING TREES IN THEIR ENTIRETY. ROOT SYSTEM SHALL BE COMPLETELY REMOVE EXISTING TREES IN THEIR ENTIRETY. ROOT SYSTEM SHALL BE COMPLETELY REMOVED WITHIN 5' OF ALL FUTURE STRUCTURAL AREAS. 2. RELOCATE HYDRANT TO SOUTH SIDE OF TRACK AS REQUIRED BY BASE AND UFC MINIMUM RELOCATE HYDRANT TO SOUTH SIDE OF TRACK AS REQUIRED BY BASE AND UFC MINIMUM STANDARDS. RELOCATION WILL NEED TO OCCUR PRIOR TO MOBILIZATION FOR TRACK PROJECT. 3. REMOVE PERIMETER FENCE TO EXTENTS SHOWN. INSTALL NEW PERIMETER FENCE AS REMOVE PERIMETER FENCE TO EXTENTS SHOWN. INSTALL NEW PERIMETER FENCE AS SHOWN. 4. REMOVE PORTION OF PERIMETER FENCE AT BUILDING 750 TO ACCOMMODATE NEW REMOVE PORTION OF PERIMETER FENCE AT BUILDING 750 TO ACCOMMODATE NEW PERIMETER ROAD ALIGNMENT. INSTALL NEW PERIMETER FENCE AS SHOWN. 5. REMOVE TENNIS COURTS FENCING IN ITS ENTIRETY. REMOVE TENNIS COURTS FENCING IN ITS ENTIRETY. 6. REMOVE AND STORE EXISTING SITE LIGHTING FOR FUTURE RELOCATION BY 560 RHS.REMOVE AND STORE EXISTING SITE LIGHTING FOR FUTURE RELOCATION BY 560 RHS.

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LIMITS OF DISTURBANCE

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ITEMS TO BE DEMOLISHED

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EXISTING TREE/SHRUB

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TREE/SHRUB TO BE DEMOLISHED

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SANITARY SEWER PIPE

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WATER LINE W/ VALVE

AutoCAD SHX Text X

AutoCAD SHX Text P

AutoCAD SHX Text G

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FENCE

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STORM DRAIN

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UNDERGROUND POWER LINE (SITE LIGHTING)

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GAS LINE

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UNDERGROUND POWER LINE (PRIMARY)

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LIGHT POLE

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HOODED CURB INLET

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SEWER CLEANOUT

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FIRE HYDRANT

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SCO

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AutoCAD SHX Text D

AutoCAD SHX Text Y

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AutoCAD SHX Text D

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AutoCAD SHX Text E

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STORM DRAINAGE MANHOLE

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SANITARY SEWER MANHOLE

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CATCH BASIN

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ELECTRIC MANHOLE

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EXISTING SITE/DEMOLITION LEGEND

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ITEMS TO BE REMOVED

END

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text 828.00

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

STORMWATER DRAINAGE POND

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BLDG. 778

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BLDG. 777

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CONC. WALK

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CONC. WALK

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COURT FENCE - %%P12' CHAIN-LINK

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TENNIS COURTS

AutoCAD SHX Text D

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SIGN

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text 828.00

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text D

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BLDG. 750

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BLDG. 750

AutoCAD SHX Text

SIGN

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CONC. WALK

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text E

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DESCRIPTION

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REVISION

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DATE

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APPD'D

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CHECKED BY

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DRAWN BY

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PROJECT NO.

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DRAWING PATH

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DATE

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SHEET NUMBER

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SCALE

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HORZ: 1":30' 1":30' VERT: NTSNTS

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15 FEB 2019

AutoCAD SHX Text 7 of 33 of 3333

AutoCAD SHX Text

QJKL 11-0026, QJKL 16-0005QJKL 11-0026, QJKL 16-0005

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RBCRBC

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560 RHS DESIGN CELL560 RHS DESIGN CELL

AutoCAD SHX Text

95% DESIGN

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SHEET DESIGNATOR

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VALUE

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C112 - DEMO PLAN PH IC112 - DEMO PLAN PH I

AutoCAD SHX Text

DEPARTMENT OF THE AIRFORCEDEPARTMENT OF THE AIRFORCE

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USAFRUSAFR

AutoCAD SHX Text

560 REDHORSE SQUADRON560 REDHORSE SQUADRON

AutoCAD SHX Text

JOINT BASE CHARLESTON, SCJOINT BASE CHARLESTON, SC

AutoCAD SHX Text

934TH AIRLIFT WING934TH AIRLIFT WING

AutoCAD SHX Text

RUNNING TRACK AND PERIMETER RUNNING TRACK AND PERIMETER ROAD IMPROVEMENTS

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MINNEAPOLIS/ST. PAULMINNEAPOLIS/ST. PAUL

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JOINT AIR RESERVE STATIONJOINT AIR RESERVE STATION

AutoCAD SHX Text N

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MATCH LINE

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SEE SHEET C4

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MATCH LINE

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SEE SHEET C4

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LIMITS OF DISTURBANCE

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ITEMS TO BE DEMOLISHED

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EXISTING TREE/SHRUB

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TREE/SHRUB TO BE DEMOLISHED

AutoCAD SHX Text W

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SANITARY SEWER PIPE

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WATER LINE W/ VALVE

AutoCAD SHX Text X

AutoCAD SHX Text P

AutoCAD SHX Text G

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FENCE

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STORM DRAIN

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UNDERGROUND POWER LINE (SITE LIGHTING)

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GAS LINE

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UNDERGROUND POWER LINE (PRIMARY)

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LIGHT POLE

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HOODED CURB INLET

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SEWER CLEANOUT

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FIRE HYDRANT

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SCO

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AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text E

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STORM DRAINAGE MANHOLE

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SANITARY SEWER MANHOLE

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CATCH BASIN

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ELECTRIC MANHOLE

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EXISTING SITE/DEMOLITION LEGEND

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ITEMS TO BE REMOVED

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MATCH LINE

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SEE SHEET C4.1

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END

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text 828.00

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

STORMWATER DRAINAGE POND

AutoCAD SHX Text E

AutoCAD SHX Text

SCO

AutoCAD SHX Text

PAVILLION

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BLDG. 778

AutoCAD SHX Text

BLDG. 750

AutoCAD SHX Text

BLDG. 750

AutoCAD SHX Text

BLDG. 756

AutoCAD SHX Text

SIGN

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CONC. WALK

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CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

PERIMETER FENCE - %%P8' W/ 3 STRAND BARBED WIRE TOP (TYP.)

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

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SIGN

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DESCRIPTION

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REVISION

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DATE

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APPD'D

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CHECKED BY

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DRAWN BY

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PROJECT NO.

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DRAWING PATH

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DATE

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SHEET NUMBER

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SCALE

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HORZ: 1":30' 1":30' VERT: NTSNTS

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15 FEB 2019

AutoCAD SHX Text 8 of 33 of 3333

AutoCAD SHX Text

QJKL 11-0026, QJKL 16-0005QJKL 11-0026, QJKL 16-0005

AutoCAD SHX Text

RBCRBC

AutoCAD SHX Text

560 RHS DESIGN CELL560 RHS DESIGN CELL

AutoCAD SHX Text

95% DESIGN

AutoCAD SHX Text

SHEET DESIGNATOR

AutoCAD SHX Text C121

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C121 - DEMO PLAN PH IIC121 - DEMO PLAN PH II

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DEPARTMENT OF THE AIRFORCEDEPARTMENT OF THE AIRFORCE

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USAFRUSAFR

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560 REDHORSE SQUADRON560 REDHORSE SQUADRON

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JOINT BASE CHARLESTON, SCJOINT BASE CHARLESTON, SC

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934TH AIRLIFT WING934TH AIRLIFT WING

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RUNNING TRACK AND PERIMETER RUNNING TRACK AND PERIMETER ROAD IMPROVEMENTS

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MINNEAPOLIS/ST. PAULMINNEAPOLIS/ST. PAUL

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JOINT AIR RESERVE STATIONJOINT AIR RESERVE STATION

AutoCAD SHX Text N

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SEE SHEET C5.1

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MATCH LINE

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SEE SHEET C5.1

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MATCH LINE

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ITEMS TO BE REMOVED

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AutoCAD SHX Text GENERAL NOTES 1. ALL ITEMS SHOWN TO BE REMOVED/RELOCATED IN THIS PLAN (PHASE II) SHALL BE THE ALL ITEMS SHOWN TO BE REMOVED/RELOCATED IN THIS PLAN (PHASE II) SHALL BE THE RESPONSIBILITY OF THE 560TH RHS TO REMOVE/RELOCATE. 2. PROJECT DATUM BASED UPON NAD 83, UTM 15 NORTH AND GEOID 12 A. PROJECT DATUM BASED UPON NAD 83, UTM 15 NORTH AND GEOID 12 A. 3. UNLESS OTHERWISE NOTED EXISTING UTILITIES TO REMAIN SHALL BE PROTECTED. UNLESS OTHERWISE NOTED EXISTING UTILITIES TO REMAIN SHALL BE PROTECTED. 4. CALL IN FOR UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO DIGGING.CALL IN FOR UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO DIGGING.

AutoCAD SHX Text KEYNOTES 1. REMOVE EXISTING CURBING TO NEAREST JOINT. REMOVE EXISTING CURBING TO NEAREST JOINT. 2. SAWCUT AND REMOVE EXISTING PAVEMENT. SEE SITE PLAN FOR CONNECTION TO PROPOSED SAWCUT AND REMOVE EXISTING PAVEMENT. SEE SITE PLAN FOR CONNECTION TO PROPOSED PAVEMENT. 3. PROTECT EXISTING CURB/SIDEWALK/PAVEMENT TO REMAIN. PROTECT EXISTING CURB/SIDEWALK/PAVEMENT TO REMAIN. 4. REMOVE SIDEWALK IN ITS ENTIRETY TO NEAREST JOINT, AS APPLICABLE. REMOVE SIDEWALK IN ITS ENTIRETY TO NEAREST JOINT, AS APPLICABLE. 5. PROTECT EXISTING UTILITY TO REMAIN. PROTECT EXISTING UTILITY TO REMAIN. 6. PROTECT EXISTING STORM DRAINAGE TO REMAIN. COORDINATE FINISHED GRADE ELEVATION PROTECT EXISTING STORM DRAINAGE TO REMAIN. COORDINATE FINISHED GRADE ELEVATION WITH GRADING PLAN. 7. SEE LIGHTING/ELECTRICAL PLAN FOR RELOCATION INFORMATION, SHEET C400. SEE LIGHTING/ELECTRICAL PLAN FOR RELOCATION INFORMATION, SHEET C400. 8. PROTECT EXISTING TRACK TO REMAIN. SAWCUT TO THE LIMITS SHOWN. ENSURE THAT 1' PROTECT EXISTING TRACK TO REMAIN. SAWCUT TO THE LIMITS SHOWN. ENSURE THAT 1' REMAINS ON EITHER SIDE OF RUNNING TRACK, WHERE APPLICABLE. 9. GROUT BOX CLOSED AT PIPE ENTRANCE ONCE PIPE IS REMOVED. GROUT BOX CLOSED AT PIPE ENTRANCE ONCE PIPE IS REMOVED. 10. DEMOLISH AND REMOVE EXISTING UTILITY TO LIMITS SHOWN. PROPERLY BACKFILL DEMOLISH AND REMOVE EXISTING UTILITY TO LIMITS SHOWN. PROPERLY BACKFILL EXCAVATION ONCE COMPLETE. 11. PROTECT EXISTING SIGN TO REMAIN.PROTECT EXISTING SIGN TO REMAIN.

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LIMITS OF DISTURBANCE

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ITEMS TO BE DEMOLISHED

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EXISTING TREE/SHRUB

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TREE/SHRUB TO BE DEMOLISHED

AutoCAD SHX Text W

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SANITARY SEWER PIPE

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WATER LINE W/ VALVE

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AutoCAD SHX Text P

AutoCAD SHX Text G

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FENCE

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STORM DRAIN

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UNDERGROUND POWER LINE (SITE LIGHTING)

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GAS LINE

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UNDERGROUND POWER LINE (PRIMARY)

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LIGHT POLE

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HOODED CURB INLET

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SEWER CLEANOUT

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FIRE HYDRANT

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SCO

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AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

STORM DRAINAGE MANHOLE

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SANITARY SEWER MANHOLE

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CATCH BASIN

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text 828.00

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

STORMWATER DRAINAGE POND

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PAVILLION

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BLDG. 778

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BLDG. 777

AutoCAD SHX Text

CONC. WALK

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CONC. WALK

AutoCAD SHX Text D

AutoCAD SHX Text

SIGN

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text 828.00

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text D

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BLDG. 750

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BLDG. 750

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SIGN

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CONC. WALK

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text S

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MATCH LINE

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DESCRIPTION

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REVISION

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DATE

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APPD'D

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CHECKED BY

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DRAWN BY

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PROJECT NO.

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DRAWING PATH

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DATE

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SHEET NUMBER

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SCALE

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HORZ: 1":30' 1":30' VERT: NTSNTS

AutoCAD SHX Text

15 FEB 2019

AutoCAD SHX Text 9 of 33 of 3333

AutoCAD SHX Text

QJKL 11-0026, QJKL 16-0005QJKL 11-0026, QJKL 16-0005

AutoCAD SHX Text

RBCRBC

AutoCAD SHX Text

560 RHS DESIGN CELL560 RHS DESIGN CELL

AutoCAD SHX Text

95% DESIGN

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SHEET DESIGNATOR

AutoCAD SHX Text C122

AutoCAD SHX Text

C122 - DEMO PLAN PH IIC122 - DEMO PLAN PH II

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DEPARTMENT OF THE AIRFORCEDEPARTMENT OF THE AIRFORCE

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USAFRUSAFR

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560 REDHORSE SQUADRON560 REDHORSE SQUADRON

AutoCAD SHX Text

JOINT BASE CHARLESTON, SCJOINT BASE CHARLESTON, SC

AutoCAD SHX Text

934TH AIRLIFT WING934TH AIRLIFT WING

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RUNNING TRACK AND PERIMETER RUNNING TRACK AND PERIMETER ROAD IMPROVEMENTS

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MINNEAPOLIS/ST. PAULMINNEAPOLIS/ST. PAUL

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JOINT AIR RESERVE STATIONJOINT AIR RESERVE STATION

AutoCAD SHX Text N

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SEE SHEET C5

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MATCH LINE

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SEE SHEET C5

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MATCH LINE

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ITEMS TO BE REMOVED

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LIMITS OF DISTURBANCE

AutoCAD SHX Text

ITEMS TO BE DEMOLISHED

AutoCAD SHX Text

EXISTING TREE/SHRUB

AutoCAD SHX Text

TREE/SHRUB TO BE DEMOLISHED

AutoCAD SHX Text W

AutoCAD SHX Text

SANITARY SEWER PIPE

AutoCAD SHX Text

WATER LINE W/ VALVE

AutoCAD SHX Text X

AutoCAD SHX Text P

AutoCAD SHX Text G

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

UNDERGROUND POWER LINE (SITE LIGHTING)

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

UNDERGROUND POWER LINE (PRIMARY)

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

HOODED CURB INLET

AutoCAD SHX Text

SEWER CLEANOUT

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

SCO

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

STORM DRAINAGE MANHOLE

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text 828.00

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

STORMWATER DRAINAGE POND

AutoCAD SHX Text E

AutoCAD SHX Text

SCO

AutoCAD SHX Text

PAVILLION

AutoCAD SHX Text

BLDG. 778

AutoCAD SHX Text

BLDG. 750

AutoCAD SHX…

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