SOW 2022 12 16.pdf

U.S. General Services Administration Public Buildings Service Greater Southwest Region

16 December 2022

Construction Scope of Work

1. Project Title: USMS Active Vehicle Barriers (Kahua 1985/ePM 66360)

2. Project Location: OK0041ZZ Ed Edmonson US Courthouse 101 N. 5th Street Muskogee, OK 74401

3. Building Location Hours: Every attempt must be made to ensure normal building operations are not interrupted. Operating hours for this facility are from 8:00AM to 4:30 PM weekdays, excluding Federal Holidays. Notify Project Manager and Building Manager of any work that may cause disruption during the day (e.g., noise, demolition of existing equipment, etc.). If work after hours needs to be accomplished the Project Manager must be notified a minimum of 72 hours in advance.

4. Pre-bid Site Visit: Site visits shall be conducted to allow prospective bidders the opportunity to see onsite conditions. COVID guidance from CDC and local building operation procedures must be adhered to during the Pre-Bid site visit.

5. Purpose: Contractor shall furnish all required labor, material, equipment, and supervision necessary for the replacement of the active vehicle barriers and associated components of the Ed Edmondson US Courthouse in Muskogee, Oklahoma.

6. Points of Contact:

6.1 Contracting Officer:

Brenna Lanphear 1100 Commerce Street Dallas, TX 75242 817-850-5549

6.2 Contracting Specialist:

Scott Larsen 421 Gold Ave SW Albuquerque, NM 87102 scott.larsen@gsa.gov

6.3 Project Manager:

Lauren Young 200 N 4th Street

DocuSign Envelope ID: AF5BFBC9-74E8-4531-9BB0-5C5D1ACC9233

Oklahoma City, OK 73102 405-443-5269

6.4 Property Manager:

Brandon Arnall 101 N 5th Street

918-687-2283

6.5 USMS/NSP Coordination:

Kevin Bean Physical Security Specialist Office of Security Systems, Judicial Security Division U.S. Marshals Service Email: Kevin.Bean@usdoj.gov Office: 703-740-8265

United States Marshals Service/National Physical Security Program 1-888-876-7623

USMSNPSP.SERVICE@MCDEAN.COM

6.6 Other: R7 Security Clearance Coordinators

r7clearance@gsa.gov

7. Notice to Proceed:

7.1 The Contracting Officer is the ONLY individual from the Government that can give the contractor a notice to proceed.

7.2 Before any of the work within the scope of the contract is started, the Contractor shall confer with the COR (Contracting Officer’s Representative) and agree on a sequence of procedure; means of access to premises and building; delivery of material and use of approaches; use of corridors, stairways, elevators, and similar means of communications;

and the location partitions, eating spaces for Contractor’s employees and the like.

7.3 After a Notice to Proceed is given the Contractor has 10 days to provide a schedule.

8. Period of Performance: The total period of performance for this task order is 90 days and includes 45 calendar days for required security clearances, pre-work submittals, and material ordering. An additional 30 day is included to allow for material lead-time. Actual construction period of performance is 15 calendar days.

8.1 Contractor must initiate fitness determination process (security clearance) within 10 days of

Zone B HSPD-12 instructional email.

9. Description of Work: Contractor shall provide all materials, labor, tools, equipment, and daily supervision to accomplish tasks as outlined in contract documents. Contractor is responsible for all necessary safety measures. Contractor will field verify all measurements.

9.1 Division 1 General Requirements

9.1.1 Work Sequence – All work will be coordinated through the Project Manager via an approved Project Schedule.

9.1.2 Daily clean up - All workspace, staging areas, areas used for moving materials, trash, tools, etc. are to be always kept clean. All trash from the day’s work is to be removed and work site clean and orderly.

9.1.3 Protection - Contractor is responsible for protection of all existing finishes, utilities, etc. in the facility, and must maintain a separation of work area from adjacent spaces. Site is to be secured at end of day. Contactor shall be responsible for the security of the work site.

1.1.1 Agency security/access requirements - The Contractor shall comply with all customer security and access requirements for the project location. Security clearance through HSPD-12 shall be obtained prior to commencement of work.

9.1.4 Progress Meetings/Calls - Contactor shall be responsible for providing an updated agenda, RFI and Submittal Log no later than 24 hours before the Progress Call or Meeting and shall provide Minutes no later than 48 hours after the Progress Call or Meeting. Agenda content and Log format shall be reviewed and approved by the

PM.

9.1.5 Submittals – Provide product data submittals for materials and equipment to be installed. Allow 14 calendar days for Government review (not including Government holidays).

9.1.6 Final Clean Up - Provide final cleaning of all work areas after work is complete.

9.2 Division 2 - 33

9.2.1 Reference 100% Drawings (Attachment 2)

10. Options: Not Applicable

11. Liquidated Damages: $100 per day may be assessed by the Contracting Officer each day past the substantial completion date and will be deducted from the contractor’s final payment application.

12. Sustainability:

12.1 Green Purchasing: See Appendix 1: Green Purchasing Requirements

12.2 Waste Diversion: Fourteen days from Notice to Proceed, the Contractor shall submit to the

Project Manager an updated Non-Hazardous Solid Waste Management Plan (Attachment 2: Waste Diversion Plan), to include (not limited to):

a) List of materials Contractor will reuse

b) List of materials the Contractor will donate and name and address of donation recipient.

c) List of materials the Contractor will recycle and the name and address of the recycler. If Contractor receives recycling revenue, Contractor shall keep revenue and provide receipt for GSA for reference.

d) Name and location of solid waste landfill for non-diverted material.

13. Other Requirements:

13.1 Purchase of Equipment

13.2 Contractor shall ensure all provided/installed equipment meets or exceeds the manufacturer registration and warranty requirements.

13.2.1 Contractor shall coordinate all aspects of the HySecurity inspection with HySecurity of the StrongArm M30/M50 Installation Checklist completion by HySecurity inspector (see attachment 3)

13.2.1.1 Attachment 3 is the Installation checklist HySecurity uses to ensure installation contractors provide an accurate installation of the barriers. The checklist is used in coordination with the HySecurity representative to provide an installation report for certification of the installation and warranty activation.

13.2.2 Contractor shall provide proof that Key Personnel meets the Quality Assurance requirements. Contractor shall ensure Key Personnel are onsite everyday of construction.

13.2.2.1 Installer: Must have a minimum of three years' experience installing similar equipment, provide proof of attending a HySecurity Technical Training within the previous three years, or obtain other significant manufacturer endorsement of technical aptitude.

13.2.2.2 See attachment 4 and 5

13.3 Building Specific Requirements, listed below, will be discussed during the Pre-Construction

Conference.

13.3.1 Parking

13.3.2 Building Specific Access Requirements

13.3.3 After-Hours Coordination

13.3.4 Loading Dock Use (During Duty & After-Hours)

13.3.5 Common Area Cleaning

14. Submittals:

14.1 Submittal Log - List of Submittals

14.2 Critical Path Method Gantt Schedule that accounts for potential impacts.

14.3 Key personnel: Preconstruction

14.3.1 See attachment 4 and 5 – 1.4 (B) Quality Assurance

14.4 Waste Diversion Submittal: Preconstruction

14.5 Waste Diversion Submittal: Post Construction

14.6 Green Purchasing items

14.7 Product Brochure information and specification documentation

14.8 Finish Schedule

14.9 Shop Drawings

14.10 Safety Plan

14.11 Maintenance and operation manuals, including complete information covering items of equipment and operation

14.12 Government personnel training on equipment operation: four (4) hours minimum

14.13 As-built drawings which consist of:

14.13.1 Point to point drawings of all equipment and devices installed

14.13.2 Floor plans detailing all locations of all security equipment installed

14.14 Test and acceptance sheet signed by USMS Representative and the Contracting Officer Representative (COR) or designated official in their absence

14.15 Submittals as required in Attachment 2

15. Attachments:

15.1 Attachment 1: Waste Diversion Plan

15.2 Attachment 2: 100% Design Drawings, dated 2 November 2022

15.3 Attachment 3: StrongArm(R) M30/M50 Post Installation Checklist

15.4 Attachment 4: TECHNICAL SPECIFICATIONS for Model StrongArm M30

15.5 Attachment 5: TECHNICAL SPECIFICATIONS for Model StrongArm M50

16. Closeout Plan:

16.1 Final Punch list complete

16.2 Customer Acceptance

16.3 Close Out Documents (O&M Manuals, Warranty, Certified payrolls and Release of Claims, Waste Diversion documentation)

16.4 All Government Furnished Equipment and Property returned including, but not limited to:

GSA PIV cards, Building keys, Government IT equipment, etc.

16.5 SBU/CUI Documentation - Reference Paragraph III.N in base contract

16.5.1 Provide list of all entities to which SBU/CUI is disseminated

16.5.2 Provide notification SBU/CUI has been returned or destroyed

16.6 Final Payment - CO may withhold payment until all Closeout items are received.

END OF SOW

Project Title:

USMS Active Vehicle Barriers (Kahua 1985/ePM 66360) Project Location:

OK0041ZZ

Ed Edmonson US Courthouse 101 N. 5th Street

GSA Project Manager Date

GSA Supervisory Project Manager Date

GSA Building Manager Date

Customer – US Marshals Service Date

12/20/2022

12/16/2022

12/16/2022

12/16/2022

Appendix 1: Green Purchasing Requirements

Sustainability:

● Green Purchasing:

o The contractor shall refer to the “Green Procurement Compilation” for all products being installed in federal facilities. The Green Procurement Compilation can be found at https://sftool.gov/greenprocurement. The standards found in this compilation shall guide all product purchasing decisions as they relate to federal facilities.

o The use of the following standards (“Key Sustainable Product” or “KSP” standards) is mandatory for all contracts and task orders. See https://sftool.gov/green-products/1037/key-sustainable-products for more details.

▪ Nylon Carpet: NSF-140 Platinum or Cradle to Cradle Bronze.

▪ Resilient Flooring (e.g. vinyl and linoleum): NSF-332 (any level) or Cradle to

Cradle (any level)

▪ Interior Latex Paint: Master Painters Institute (MPI) Extreme Green or Green

Seal 11.

▪ Acoustical Ceiling Tiles: > 15% post-consumer recycled content.

▪ Water-Consuming Equipment: WaterSense Certified.

A. For each KSP listed, the Contractor shall submit proof of compliance to the CO or his designee prior to the installation of the product or material. The CO’s designee shall verify compliance.

B. If the KSP materials listed above are 1) not reasonably available within a reasonable period of time; 2) fail to meet the performance standards set forth in the specification or fail to meet reasonable performance standards of GSA; or 3) are available only at an unreasonable price, only then can the Contractor use other types of products. In these cases the Contractor shall select products and materials, to the extent possible, which are the safest and most environmentally friendly. Exemptions must be submitted in writing and can only be approved by the CO.

Greater Southwest Region

Attachment 1: Waste Diversion Plan Excel file will be provided after award

PIL

TLN

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

G-001

COVER SHEET

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

INDEX OF DRAWINGS

SHEET ID TITLE

CIVIL SITE

G-001 COVER SHEET

V-001 TOPOGRAPHIC SURVEY

B-001 BORING LOCATION PLAN, BORING LOGS, AND PHOTOS

C-001 GENERAL CIVIL NOTES, LEGEND, AND ABBREVIATIONS

CD101 OVERALL DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CS101 OVERALL SITE, GRADING, & UTILITY PLAN

CS102 SITE, GRADING, & UTILITY PLAN

CS103 SITE, GRADING, & UTILITY PLAN

C-501 CONSTRUCTION DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 SPECIAL INSPECTIONS, SCHEDULE, ABBREVIATIONS

S-101 OVERALL STRUCTURAL SITE PLAN

S-102 STRUCTURAL SITE PLAN

S-103 STRUCTURAL SITE PLAN

S-301 SECTIONS AND DETAILS

S-501 SECTIONS AND DETAILS

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E-002 ELECTRICAL LEGEND

ED101 OVERALL ELECTRICAL DEMOLITION PLAN

ED102 ELECTRICAL DEMOLITION PLAN

ED103 ELECTRICAL DEMOLITION PLAN

ES101 OVERALL ELECTRICAL PLAN

ES102 ELECTRICAL PLAN

ES103 ELECTRICAL PLAN

USMS ACTIVE VEHICLE BARRIERS, ACCESS

CONTROL & SECURITY CAMERA UPGRADES

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

NOVEMBER 2, 2022

PROJECT LOCATION

LOCATION MAP

PROJECT LOCATION

BUILDING LOCATION

GENERAL NOTES

1. EACH 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. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT

SHEET ONLY. MISSING SEQUENTIAL NUMBERS DO NOT

APPLY TO THAT SHEET.

11-02-2022

OKLAHOMA

CERTIFICATE OF

AUTHORIZATION

P.E. # 2410

EXP. 06/30/2023

Attachment 2: 100% Design Drawings, dated 2 November 2022

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

V-001

TOPOGRAPHIC SURVEY

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

A1 TOPOGRAPHIC SURVEY

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

B-001

BORING LOCATION PLAN, BORING LOGS, AND PHOTOS

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

SHEET NAMING CONVENTION

C-001

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - EROSION CONTROL

8 - VARIES

9 - 3D VIEWS (ISO, PERSPECTIVES)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

PROJECT CONTACTS:

CONTRACTING OFFICER'S REPRESENTATIVE (COR) IS:

GENERAL SERVICES ADMINISTRATION

7PAC - PLANNING AND SPECIAL PROJECTS

PBS GREATER SOUTHWEST REGION

P (CELL): 405.443.5269

CONTACT: LAUREN YOUNG, CEM

CIVIL ENGINEER FOR THIS PROJECT IS:

POND AND COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P (OFFICE): 678.336.7740

CONTACT: TANYA NORMAN, PE

LAND SURVEYOR FOR THIS PROJECT IS:

BENNETT SURVEYING, INC.

P.O. BOX 848

CHOUTEAU, OK 74337

P (OFFICE): 6918.935.3050

CONTACT: CLIFF BENNETT, PLS

GEOTECHNICAL ENGINEER FOR THIS PROJECT IS:

BUILDING & EARTH

1403 S 70th EAST AVENUE

TULSA, OK 74112

P (OFFICE): 918.439.9005

CONTACT: JACOB GATLING, PG

GENERAL CIVIL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN

STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND

CONSTRUCTION STANDARDS ADOPTED BY THE UNITED STATES MARSHALL

SERVICE (USMS), GENERAL SERVICES ADMINISTRATION (GSA), AND THE

CITY OF MUSKOGEE. WHERE CONFLICTS OR OMISSIONS EXIST, THE MOST

STRICT STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION

FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN

WRITTEN APPROVAL HAS BEEN ISSUED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

3. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES, CENTERLINE OF

UTILITY, CENTER OF MANHOLE OR CATCH BASIN, CENTERLINE OF ROAD,

FACE OF BUILDING, FACE OF CURB, FACE OF WALL, OR CENTERLINE OF

STRIPING UNLESS OTHERWISE NOTED.

4. EXISTING CONDITIONS SHOWN ARE BASED UPON THE TOPOGRAPHIC

SURVEY COMPLETED BY BENNETT SURVEYING, DATED MAY 4, 2022. ALL

EXISTING UTILITY INFORMATION MUST BE VERIFIED BY THE CONTRACTOR

PRIOR TO DEMOLITION OR CONSTRUCTION.

5. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED BY THE CONTRACTOR.

6. CONTRACTOR SHALL MOVE ALL CONSTRUCTION DEBRIS OFF OF GSA

PROPERTY AND DISPOSE DEBRIS AT A LEGAL, PERMITTED LANDFILL

CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

7. NO BURNING IS ALLOWED ON GSA PROPERTY.

8. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES

OR DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

9. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES,

AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE

CONTRACTOR SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF

THE COR PRIOR TO STARTING CONSTRUCTION.

10. ALL TOPSOIL AND/OR EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN

APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE

TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL

AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

11. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN

ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION

AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR

TO THE START OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR

SHALL NOTIFY THE VARIOUS UTILITIES AND MAKE THE NECESSARY

ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE

COR AND THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION

WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON THE

PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH

INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO

THE ATTENTION OF THE COR. ANY FEES ASSOCIATED WITH UTILITY

RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR IN ACCORDANCE

WITH RESPECTIVE UTILITY COMPANY STANDARDS. THE CONTRACTOR

SHALL COORDINATE DISCONNECTION OF EXISTING UTILITIES WITH THE

APPROPRIATE UTILITY PROVIDER.

12. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT

ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING

ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM

SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND

ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY

OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK

ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR

BEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY

BORNE BY THE CONTRACTOR.

13. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND

DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION,

SEDIMENTATION AND POLLUTION CONTROL AND STORMWATER

POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE

DRAWINGS, SPECIFICATIONS, AND PERMITS.

14. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS

PROJECT, SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION

PRIOR TO THE COMPLETION OF THE PROJECT AS DETERMINED BY THE

COR.

15. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR

PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY

OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH

ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY THE

APPLICABLE REGULATORY AGENCY.

16. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND

TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

17. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT

WILL REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE

WORK WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH

NEW AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

18. CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL

MEASURES DAILY AND DURING PROLONGED PERIODS OF CONTINUOUS

RAINFALL EVENTS TO ENSURE THAT ALL CONTROLS ARE FUNCTIONING

PROPERLY. DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF

THE WORKDAY.

GENERAL CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY.

RESTORE GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING

CONDITIONS OR IN ACCORDANCE WITH REQUIREMENTS OF NEW WORK,

WHICHEVER IS APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND TEMPORARY

CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT

OR CONCURRENT WITH DEMOLITION.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK OUTSIDE

LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT OF WORK. THIS WORK

MUST BE PERFORMED BY LICENSED & REGISTERED OKLAHOMA LAND

SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH CONTRACTOR'S

SCHEDULE, LOGISTICS PLAN (APPROVED BY COR), EROSION,

SEDIMENTATION AND POLLUTION CONTROL PLAN PRIOR TO WORK.

5. ALL TRASH AND LITTER TO BE FULLY DEMOLISHED AND REMOVED FROM

SITE (TO A LEGAL LANDFILL).

6. CONTRACTOR SHALL PROTECT ALL UNDISTURBED SITE FEATURES.

7. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

CONTRACTOR-INSTALLED EROSION AND SEDIMENTATION CONTROL

MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND

DISTURBING ACTIVITIES.

8. CONTRACTOR SHALL SAWCUT TO CLEAN, EVEN EDGES AND PATCH

CONCRETE, AS NEEDED, TO INSTALL UNDERGROUND CONDUIT AND

WIRING.

GENERAL CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY

BARRICADES AROUND THE WORK AND PROVIDE PROTECTION AGAINST

WATER DAMAGE AND SOIL EROSION.

2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH

THE ARCHITECTURAL PLANS.

3. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT ODOT AND MUTCD

STANDARDS AND SPECIFICATIONS.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT

SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN RAINS, INCLUDING

FINISHED GRADING. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES

PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT

CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER

AND WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL FENCING FROM

THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE, AND SHALL SMOOTH

THE GROUND SURFACE WHERE THE FENCE WAS REMOVED THEN MULCH

OR SEED & STRAW (SEASON APPROPRIATE GRASS) THE RESTORED

SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL SURVEY

BENCHMARKS.IF BENCHMARK MUST BE DEMOLISHED FOR CONSTRUCTION,

CONTRACTOR SHALL RELOCATE BENCHMARK AND PROVIDE NEW DATA ON

AS-BUlLTS.

6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER (SEE GRADING PLAN).

7. ALL SPOT ELEVATIONS NOTED ARE FINISH GRADE.

8. CONTRACTOR SHALL BACKFILL AND COMPACT ALL DISTURBED AREAS

INCLUDING AREAS WHERE EXISTING BARRIER AND APPURTENANCES ARE

REMOVED.

LEGEND

DESCRIPTION EXISTING PROPOSED

5' CONTOUR

1' CONTOUR

CONSTRUCTION LIMITS C/LN/A

S

W

WVWV

7.9

GG

G

T

CLEANOUT N/A

CATCH BASIN (2' x 2') N/A

ELECTRIC LINE (UNDERGROUND)

GAS LINE

STORM SEWER LINE

TELEPHONE LINE

WATER LINE

N/A

N/A N/A N/A

UE

GAS VALVE

FIRE HYDRANT

LIGHT

N/A N/A

N/A

N/ASANITARY SEWER MANHOLE

SPOT ELEVATION

WATER METER N/A

WATER VALVE N/A

TREE N/A

MEASURING PIN

ABBREVIATIONS

@ AT

& AND

Ø DIAMETER

APPR APPROVED

APPROX APPROXIMATELY

AVB ACTIVE VEHICLE BARRIER

BC BOTTOM OF CURB

BLDG BUILDING

BLRD BOLLARD

BM BENCHMARK

BOT BOTTOM

BW BOTTOM OF WALL

CB CATCH BASIN

CF CUBIC FEET

CMP CORRUGATED METAL PIPE

CO SANITARY SEWER CLEAN-OUT

COMM COMMUNICATION

CONC CONCRETE

COR CONTRACTING OFFICER'S REPRESENTATIVE

DI DROP INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

E EASTING

EG EXISTING GRADE

ELEC ELECTRICAL

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EX EXISTING

FDC FIRE DEPARTMENT CONNECTION

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOWLINE

FT FEET

GAB GRADED AGGREGATE BASE

GIS GEOGRAPHIC INFORMATION SYSTEM

GP GUARD POST

GSA GENERAL SERVICES ADMINISTRATION

HMAC HOT MIX ASPHALT CONCRETE

HORZ HORIZONTAL

HT HEIGHT

HW HEADWALL

IBW INSIDE BOTTOM OF WALL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH

INC INCORPORATED

INV INVERT

IPF IRON PIN FOUND

IPS IRON PIN SET

JB JUNCTION BOX

LCD LIQUID-CRYSTAL DISPLAY

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LOD LIMITS OF DISTURBANCE

LP LIGHT POLE

MAX MAXIMUM

M.E. MATCH ELEVATION

MECH MECHANICAL

MIN MINIMUM

MON MONUMENT

N NORTHING

NGAS NATURAL GAS

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

ODEQ OKLAHOMA DEPARTMENT OF ENVIRONMENTAL

QUALITY

ODOT OKLAHOMA DEPARTMENT OF

TRANSPORTATION

OK OKLAHOMA

PE POLYETHYLENE PIPE

PIV POST INDICTOR VALVE

PROP PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

QC QUALITY CONTROL

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE

R/W RIGHT OF WAY

SD STORM DRAIN

SF SQUARE FEET

SPEC SPECIFICATIONS

SQ SQUARE

SS SANITARY SEWER

STMH STORM MANHOLE

SMH OR SSMH SANITARY SEWER MANHOLE

STD STANDARD

TBM TEMPORARY BENCHMARK

TC TOP OF CURB

TYP TYPICAL

UE UNDERGROUND ELECTRIC LINE

UG UNDERGROUND GAS LINE

USMS UNITED STATES MARSHALL SERVICE

VERT VERTICAL

WV WATER VALVE

W/ WITH

W/C WATER TO CEMENT

YR YEAR

FH

CB

N/A

LIMITS OF DISTURBANCE LODN/A

N/A N/A N/A N/A

C-001

GENERAL CIVIL NOTES, LEGEND, AND ABBREVIATIONS

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

BM

UNDERGROUND WATER NOTES

1. UNDERGROUND WATER WAS IDENTIFIED AS "FLOWING" NEAR THE

SURFACE DURING THE GEOTECHNICAL INVESTIGATION. SEE THE

GEOTECHNICAL REPORT PROVIDED IN THE CONSTRUCTION

DOCUMENTS.

2. GSA SHALL COORDINATE WITH LOCAL UTILITIES AND/OR ADJACENT

PROPERTY OWNERS TO REPAIR WATER LEAK(S) IF UNDERGROUND

WATER IS FLOWING FROM A WATER SOURCE NOT OWNED OR

MAINTAINED BY GSA.

3. GSA SHALL REPAIR WATER LEAK(S) IF UNDERGROUND WATER IS

FLOWING FROM A WATER SOURCE OWNED AND MAINTAINED BY GSA.

4. THE CONTRACTOR SHALL DEWATER THE EXCAVATION AREAS IF

WATER IS FLOWING OR UNDERMINING THE PROPOSED FOUNDATIONS

DURING CONSTRUCTION AND NOT RELATED TO NOTES #2 OR #3. THE

CONTRACTOR SHALL ENSURE THE FOUNDATION IS PROPERLY

COMPACTED BEFORE INSTALLATION OF FOUNDATIONS.

PEDESTAL CONDUIT UC UCN/A

POWER CONDUIT UE UEN/A

BOLLARD

TELEPHONE LINE (UNDERGROUND) UT N/A

PARKING GARAGE NOTES

1. PARKING GARAGE DOORS SHALL REMAIN OPERATIONAL, ACTIVE

DURING REGULAR BUILDING HOURS; NO OUTAGES ARE PERMITTED.

2. PARKING GARAGE DOORS SHALL BE CONTROLLED SOLELY BY

CONTROL ROOM DURING CONSTRUCTION.

3. ALL TRAFFIC THROUGH THE GARAGE IS ONE-WAY; NO TURN-AROUND

INSIDE GARAGE.

4. CONTRACTOR SHALL USE STEEL PLATE TO COVER OPEN PAVEMENT

DURING CONSTRUCTION .

5. AUTHORIZED VEHICLE DIRECTION OF TRAVEL IS: ENTER FROM WEST

OKMULGEE AVENUE, NORTH THROUGH THE BUILDING, AND EXIT

NORTH ONTO WEST BROADWAY STREET.

CONTRACTOR NOTES

1. CONTRACTOR SHALL LIMIT EXCAVATION TO AS SMALL A FOOTPRINT

AS POSSIBLE TO SAFELY CONSTRUCT PER OSHA GUIDELINES.

2. CONTRACTOR SHALL BACKFILL AND COMPACT AREAS WHERE

EXISTING BARRIER AND APPURTENANCES ARE REMOVED; THIS IS NOT

REQUIRED FOR AREAS WHERE THE PROPOSED BARRIER SYSTEM IS

INSTALLED.

11-02-2022

OKLAHOMA

CERTIFICATE OF

AUTHORIZATION

P.E. # 2410

EXP. 06/30/2023

UT

PIL

TLN

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

A1 OVERALL DEMOLITION PLAN

CD103

CD102

SHEET NOTES

20' 40' 60'

1" = 20'-0"

CD101

OVERALL DEMOLITION PLAN

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

LEGEND

SAWCUT AND REMOVE EXISTING

VEHICLE BARRIER SYSTEM AND

PAVEMENT

A. REFER TO SHEETS C-001 FOR CIVIL GENERAL NOTES,

LEGEND, AND ABBREVIATIONS.

B. 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.

C. REFER TO SHEETS ED101 THROUGH EDED103 FOR

ELECTRICAL DEMOLITION.

11-02-2022

OKLAHOMA

CERTIFICATE OF

AUTHORIZATION

P.E. # 2410

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

A1 DEMOLITION PLAN

CD102

DEMOLITION PLAN

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

SHEET NOTES

KEYNOTES

5' 10' 15'

1" = 5'-0"

LEGEND

A. REFER TO SHEETS C-001 FOR CIVIL GENERAL NOTES,

LEGEND, AND ABBREVIATIONS.

B. 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.

C. REFER TO SHEETS ED101 THROUGH EDED103 FOR

ELECTRICAL DEMOLITION.

SAWCUT AND REMOVE EXISTING

VEHICLE BARRIER SYSTEM AND

PAVEMENT

/ / / / / / SAWCUT AND REMOVE EXISTING

CONCRETE WALL

1. DEMOLISH EXISTING BARRIER SYSTEM AND

ASSOCIATED APPURTENANCES INSIDE AND OUTSIDE

BUILDING INCLUDING, BUT NOT LIMITED TO, THE

FOLLOWING:

· EXISTING VEHICLE BARRIER SYSTEM

· CONDUIT AND WIRING

· PEDESTALS

· BOLLARDS

· HYDRAULIC PUMP UNIT

· EQUIPMENT BOXES

· ELECTRICAL BOXES

· CAMERA

· INTERCOM POSTS

· PAVEMENT AND CURB

2. RELOCATE SIGN, AS NEEDED, OUT OF FOOTPRINT OF

NEW VEHICLE BARRIER SYSTEM.

3. PROTECT SANITARY SEWER CLEANOUT AND RELATED

SANITARY SEWER LATERAL DURING DEMOLITION AND

CONSTRUCTION.

4. PAVEMENT SHALL BE SAWCUT TO CLEAN, EVEN EDGES.

11-02-2022

OKLAHOMA

CERTIFICATE OF

AUTHORIZATION

P.E. # 2410

UT

UT

UT

UT

UT

UT

UT

UT

UT

PIL

TLN

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

A1 DEMOLITION PLAN

CD103

DEMOLITION PLAN

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

SHEET NOTES

KEYNOTES

5' 10' 15'

1" = 5'-0"

LEGEND

1. DEMOLISH EXISTING BARRIER SYSTEM AND

ASSOCIATED APPURTENANCES INSIDE AND OUTSIDE

BUILDING INCLUDING, BUT NOT LIMITED TO, THE

FOLLOWING:

· EXISTING VEHICLE BARRIER SYSTEM

· CONDUIT AND WIRING

· PEDESTALS

· BOLLARDS

· HYDRAULIC PUMP UNIT

· EQUIPMENT BOXES

· ELECTRICAL BOXES

· CAMERA

· INTERCOM POSTS

· PAVEMENT AND CURB

· TRAFFIC SIGNAL

2. RELOCATE SIGN, AS NEEDED, OUT OF FOOTPRINT OF

NEW VEHICLE BARRIER SYSTEM.

3. PROTECT SANITARY SEWER CLEANOUT AND RELATED

SANITARY SEWER LATERAL DURING DEMOLITION AND

CONSTRUCTION.

4. PAVEMENT SHALL BE SAWCUT TO CLEAN, EVEN EDGES.

SAWCUT AND REMOVE EXISTING

VEHICLE BARRIER SYSTEM AND

PAVEMENT

/ / / / / / SAWCUT AND REMOVE EXISTING

CONCRETE WALL

A. REFER TO SHEETS C-001 FOR CIVIL GENERAL NOTES,

LEGEND, AND ABBREVIATIONS.

B. 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.

C. REFER TO SHEETS ED101 THROUGH EDED103 FOR

ELECTRICAL DEMOLITION.

11-02-2022

OKLAHOMA

CERTIFICATE OF

AUTHORIZATION

P.E. # 2410

OE

O E

OE

OE

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

UE

UE

OC

O C

O C

OC

O C

O C

O C

O C

O C

O C

O C

O C

O C

UC

UC

UE

UE

UC

UC

UC

UE

UE

OEOE

OC

OC

OC

OC

OC

OC

UC

UC

UE

PIL

TLN

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

A1 OVERALL SITE, GRADING, & UTILITY PLAN

CS101

OVERALL SITE, GRADING, & UTILITY PLAN

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

CS103

CS102

SHEET NOTES

20' 40' 60'

1" = 20'-0"

KEYNOTES

1. EXISTING STRIPING TO REMAIN; RESTRIPE MARKINGS,

AS NEEDED.

A. REFER TO SHEETS C-001 FOR CIVIL GENERAL NOTES,

LEGEND, AND ABBREVIATIONS.

B. 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.

C. REFER TO SHEETS E-001 THROUGH ES103 FOR

ELECTRICAL NOTES, PLANS, AND DETAILS. REFER TO

SHEETS S-001 THROUGH S-501 FOR STRUCTURAL

NOTES, PLANS, AND DETAILS.

D. CONTRACTOR TO MATCH EXISTING GRADES AND

MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING.

E. REFER TO SHEET S-501 FOR JOINT DETAILS.

11-02-2022

OKLAHOMA

CERTIFICATE OF

AUTHORIZATION

P.E. # 2410

O E

OE

OE

O E

O E

O E

O E

O E

O E

O E

OE

O E

O C

OC

OC

O C

O C

O C

O C

O C

O C

OC

O C

O C

UE

UEUE

UE

UE

UE

UE

UE

UC

UC

UC

UC

UC

UC

UC

UC

UC

UC

UC UC

UC

UE

UE

UE

UE

UE

UE

UE

.8

' B

AR

RI

ER

T O

F

AC

E O

F

CU

RB 6.

0'

(T

YP

10' CLEAROPENING

12.0'

CLEAR OPENING

UE

UE

*142.7"

UC

UC

UE

UE

UE

UE

STAKING POINT TABLE

PT. #

NORTHING

283551.30

283546.04

EASTING

2747419.20

2747431.34

DESC.

M50 PIVOT POST

M50 CATCH POST

PIL

TLN

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

A1 SITE, GRADING, & UTILITY PLAN

CS102

SITE, GRADING, & UTILITY PLAN

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

SHEET NOTES

KEYNOTES

1. AVB: HYSECURITY STRONGARM M50 CRASH-RATED

FORTIFIED BARRIER.

2. PROVIDE AND INSTALL PEDESTAL, CARD READER, AND

RELATED BARRIER SUPPORT SYSTEMS (I.E., INTERCOM,

CONDUIT). SEE ELECTRICAL PLANS FOR ADDITIONAL

INFORMATION (SEE DETAIL A1/C-501).

3. EXISTING STRIPING TO REMAIN; RESTRIPE MARKINGS,

AS NEEDED.

4. BARRIER LOOP (SEE MANUFACTURER'S INSTALLATION

INSTRUCTIONS FOR PLACEMENT, CLEARANCES, AND

OFFSETS).

5. RELOCATE EXISTING SIGN, AS NEEDED, OUT OF NEW

VEHICLE BARRIER SYSTEM FOOTPRINT.

6. 6-INCH DIAMETER CONCRETE FILLED BOLLARD (SEE

DETAIL A1/S-501).

7. TRANSITION CONDUIT FROM ABOVE GROUND TO

UNDERGROUND.

8. DIMENSION WITH ASTERISK (*) MEASURED FROM

CENTER OF MOUNTING BOLTS.

9. REINSTALL EXISTING CAMERA ON NEW CONCRETE

BOLLARD.

10. METAL VERTICAL TRAFFIC SIGNAL: GREEN/RED LED

BULB, AVB-MOUNTED. MATCH EXISTING BRAND.

11. REFER TO STRUCTURAL SHEET SET FOR JOINTS. SEE

DETAIL C4 AND D4/ S-501

12. NEW RETAINING WALL SEE STRUCTURAL DRAWINGS

5' 10' 15'

1" = 5'-0"

LEGEND

CONCRETE FOUNDATION FLUSH

WITH GRADE, CONCRETE PAVEMENT,

AND BOTTOM OF CONCRETE CURB

TWO (2) PEDESTAL CONDUITSUC UC

TWO (2) POWER CONDUITSUE UE

CENTER OF POST FOUNDATION#

ABOVE GROUND PEDESTAL CONDUITOC OC

ABOVE GROUND POWER CONDUITOE OE

A. REFER TO SHEETS C-001 FOR CIVIL GENERAL NOTES,

LEGEND, AND ABBREVIATIONS.

B. 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.

C. REFER TO SHEETS E-001 THROUGH ES103 FOR

ELECTRICAL NOTES, PLANS, AND DETAILS. REFER TO

SHEETS S-001 THROUGH S-501 FOR STRUCTURAL

NOTES, PLANS, AND DETAILS.

D. CONTRACTOR TO MATCH EXISTING GRADES AND

MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING.

E. REFER TO S-501 FOR JOINT DETAILS.

F. CONTRACTOR SHALL INSTALL SEDIMENT CONTROL

MEASURES NECESSARY TO PREVENT THE FLOW OF

SEDIMENT INTO ADJACENT ROADWAYS AND

SIDEWALKS.

NOTE: STAKING POINTS ARE THE CENTER

OF POST FOUNDATION

UC UC

APPROX. LOCATION OF CONTROL

JOINT

11-02-2022

OKLAHOMA

CERTIFICATE OF

AUTHORIZATION

P.E. # 2410

UT

UT

UT

UT

UT

UT

UT

UT

UT

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

UE

UE

UE

UE

UE

UE

UE

UE

O C

O C

O C

O C

O C

O C

O C

O C

O C

UC

UC

UC

UC

UC

UC

UC

UC

UC

UE

UE

UE

UE

UE

UE

UE

.4

' B

AR

RI

ER

T O

FA

CE

O F

CU

RB

12.0'

CLEAR OPENING

10' CLEAROPENING

UEUE

UC

UC

UC

*142.7"

UC

UC

UC

UC

UC

UC

UC

UC

UC

UE

UE

UE

.0

STAKING POINT TABLE

PT. #

NORTHING

283745.23

283750.48

EASTING

2747516.24

2747504.10

DESC.

M30 PIVOT POST

M30 CATCH POST

PIL

TLN

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

A1 SITE, GRADING, & UTILITY PLAN

CS103

SITE, GRADING, & UTILITY PLAN

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

SHEET NOTES

KEYNOTES

5' 10' 15'

1" = 5'-0"

1. AVB: HYSECURITY STRONGARM M30 CRASH-RATED

FORTIFIED BARRIER.

2. PROVIDE AND INSTALL PEDESTAL, CARD READER, AND

RELATED BARRIER SUPPORT SYSTEMS (I.E., INTERCOM,

CONDUIT). SEE ELECTRICAL PLANS FOR ADDITIONAL

INFORMATION (SEE DETAIL A1/C-501).

3. EXISTING STRIPING TO REMAIN; RESTRIPE MARKINGS,

AS NEEDED.

4. BARRIER LOOP (SEE MANUFACTURER'S INSTALLATION

INSTRUCTIONS FOR PLACEMENT, CLEARANCES, AND

OFFSETS).

5. RELOCATE EXISTING SIGN, AS NEEDED, OUT OF NEW

VEHICLE BARRIER SYSTEM FOOTPRINT.

6. 6-INCH DIAMETER CONCRETE FILLED BOLLARD (SEE

DETAIL A1/S-501).

7. PROTECT TREES DURING EXCAVATION. CONTRACTOR

SHALL REPLACE OR RELOCATE TREES IN

COORDINATION WITH COR.

8. 12-INCH HIGH CONCRETE MEDIAN, PAINTED YELLOW

(SEE DETAIL A2/S-501).

9. TRANSITION CONDUIT FROM ABOVE GROUND TO

UNDERGROUND.

10. DIMENSION WITH ASTERISK (*) MEASURED FROM

CENTER OF MOUNTING BOLTS.

11. METAL VERTICAL TRAFFIC SIGNAL: GREEN/RED LED

BULB, WALL-MOUNTED. MATCH EXISTING BRAND OR

ACCEPTED EQUIVALENT. ROTATE SIGNAL FOR MAXIMUM

DRIVER BENEFIT.

12. METAL VERTICAL TRAFFIC SIGNAL: GREEN/RED LED

BULB, AVB-MOUNTED. MATCH EXISTING BRAND OR

ACCEPTED EQUIVALENT.

13. REFER TO STRUCTURAL SHEET SET FOR JOINTS. SEE

DETAIL C4 AND D4/ S-501

14. NEW RETAINING WALL SEE STRUCTURAL DRAWINGS

LEGEND

TWO (2) PEDESTAL CONDUITSUC UC

TWO (2) POWER CONDUITSUE UE

CONCRETE FOUNDATION FLUSH

WITH GRADE, CONCRETE PAVEMENT,

AND BOTTOM OF CONCRETE CURB

M30 PIVOT POST

12-INCH HIGH, CONCRETE PEDESTAL,

PAINTED YELLOW

CENTER OF POST FOUNDATION

ABOVE GROUND PEDESTAL CONDUITOC OC

ABOVE GROUND POWER CONDUITOE OE

A. REFER TO SHEETS C-001 FOR CIVIL GENERAL NOTES,

LEGEND, AND ABBREVIATIONS.

B. 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.

C. REFER TO SHEETS E-001 THROUGH ES103 FOR

ELECTRICAL NOTES, PLANS, AND DETAILS. REFER TO

SHEETS S-001 THROUGH S-501 FOR STRUCTURAL

NOTES, PLANS, AND DETAILS.

D. CONTRACTOR TO MATCH EXISTING GRADES AND

MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING.

E. REFER TO SHEET S-501 FOR JOINT DETAILS.

F. CONTRACTOR SHALL INSTALL SEDIMENT CONTROL

MEASURES NECESSARY TO PREVENT THE FLOW OF

SEDIMENT INTO ADJACENT ROADWAYS AND

SIDEWALKS.

NOTE: STAKING POINTS ARE THE CENTER

OF POST FOUNDATION

UC UC

APPROX. LOCATION OF CONTROL

JOINT

11-02-2022

OKLAHOMA

CERTIFICATE OF

AUTHORIZATION

P.E. # 2410

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

C-501

CONSTRUCTION DETAILS

100% CONTRACT DOCUMENTS - FOR CONSTRUCTION

A1 PEDESTAL DETAIL

NO SCALE

12"

NON-CANCELLABLE, CUSTOM STAINLESS: 1230HOU-GSA-003-304:

12"WX30"H HOUSING MADE FROM 14 GAUGE #304 STAINLESS STEEL; 2"

BACK BOX AND 6" OVERHANG; SOLID FRONT WITH NO HINGES OR CAM

LOCK; 8"WX12"H DOOR ON BACK SIDE DONE 2.58" FROM THE TOP AND

CENTERED HORIZONTALLY AND WITH PIANO HINGE ON THE LEFT SIDE

AND CAMLOCK ON THE RIGHT SIDE; THROUGH HOLE AND MOUNTING

HOLES CENTERED 6" UP FROM BOTTOM EDGE; BRUSHED #4 FINISH.

NON-CANCELLABLE, CUSTOM STAINLESS: 22PE1-USMS-01-304 : 36"H

ARCHITECTURAL STYLE PEDESTAL MADE FROM 2" SQUARE #304

STAINLESS STEEL TUBE; ARM UP 36" FROM BASE ON CENTERLINE

WITH 12" REACH; 4" SQUARE FACE PLATE; 5" SQUARE BASE PLATE

WITH COVER; BRUSHED #4 FINISH.

2" 6"

12"

CAMERA

DURESS

DURESS

CARD READER

CARD READER

LOCK

INTERCOM

TAMPER

ALARM

INSIDE

POST

MOUNTING

AREA

LED

LIGHT

8"

1"

1"

NOTES:

1. PEDESTAL COMPARTMENT SHALL BE MADE OF STAINLESS STEEL.

2. CONTRACTOR SHALL DRILL ALL HOLES NECESSARY FOR DEVICES AND INSTALL HARDWARE

TO MOUNT DEVICES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PEDESTAL AND RELATED EQUIPMENT.

2" 2"

1"

1" 1"

FINISHED

GRADE

SIDEBACKFRONT

11-02-2022

OKLAHOMA

CERTIFICATE OF

AUTHORIZATION

P.E. # 2410

NOVEMBER 02, 2022

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

C

ER

TI

FI

C

AT

IO

N

S

KE

Y

PL

AN

R

EV

IS

IO

N

N O

TE

S

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SHEET SIZE:

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R

AW

IN

G

PR

O

JE

C T

BU

IL

D

IN

G

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N

TR

AC

TO

R S

GR

AP

HI

C

SC

AL

E

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24x36

1 2 3 4 5

1 2 3 4 5

A

B

C

E

D

101 N. 5th Street Muskogee, OK 74401

GENERAL SERVICES ADMINISTRATION

FRITZ G. LANHAM FEDERAL BLDG.

819 TAYLOR STREET, ROOM 14B06

FORT WORTH, TX 76102-0181

47PH0819D0051

47PH0622F0036

Pond - FSB A Joint Venture

Ed Edmonson US Federal Courthouse

OK0041ZZ

AVB Replacement, Access Control & Security Camera Upgrade 66360 Lauren Young

USMS Active Vehicle Barriers (AVB) Replacement

PLAN NORTH

SCALE:

SHEET NAMING CONVENTION

S-001

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - VARIES

8 - VARIES

9 - 3D VIEWS (ISO, PERSPECTIVES)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

GENERAL STRUCTURAL NOTES

S-001

GENERAL STRUCTURAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

SPECIAL INSPECTIONS:F.

A. GENERAL:

1.

2.

3.

4.

5.

6.

7.

a.

b.

c.

d.

8.

9.

10.

a.

b.

c.

d.

e.

11.

THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE FOLLOWING:

INTERNATIONAL BUILDING CODE, 2021 EDITION (IBC 2021).

INTERNATIONAL EXISTING BUILDING CODE, 2021 EDITION (IEBC 2021).

GSA P100 FACILITIES STANDARDS FOR THE PUBLIC BUILDINGS SERVICE, OCTOBER 2021 (P100).

DO NOT SCALE DRAWINGS. USE DIMENSIONS.

DESIGN LOADS USED IN THE DESIGN OF THE STRUCTURAL SYSTEMS IN THIS PROJECT ARE AS FOLLOWS:

RISK CATEGORY II

LIVE LOAD:

VEHICULAR DRIVEWAY SUBJECT TO TRUCKING 250 PSF

SNOW LOAD:

GROUND SNOW LOAD, p g

10 psf

SNOW EXPOSURE FACTOR, C

e

0.9

IMPORTANCE FACTOR, I

s

1.0

WIND DESIGN CRITERIA:

EXPOSURE CATEGORY C

BASIC WIND SPEED, V 108 mph (FACTORED, ULTIMATE LOAD)

83.7 MPH (UNFACTORED, SERVICE LOAD)

SEISMIC DESIGN CRITERIA:

SPECTRAL RESPONSE ACCELERATION:

S s

(SHORT PERIOD (0.2 SECOND)) 0.15 g S

(LONG PERIOD (1.0 SECOND)) 0.076 g S

DS

(SHORT PERIOD (0.2 SECOND)) 0.160 g S

D1

(LONG PERIOD (1.0 SECOND)) 0.122 g

SITE CLASS CLASS D (DEFAULT CATEGORY)

SEISMIC DESIGN CATEGORY B

LATERAL…