RTA_sc0000820_drawings_combined_Locked.pdf

PDF 31 MB Posted Mar 24, 2022

Attached to: SC-00008-20 Renovate Building 3-1947
Solicitation number: W912PM22B0013
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to renovate an administrative building at Fort Bragg, North Carolina. The U.S. Army Corps of Engineers, Wilmington District is seeking a firm-fixed price contract to renovate approximately 21,401 square feet of a two-story building and partial basement into modernized administrative workspace, including classified telecommunications cabling throughout. The project magnitude is estimated between $5 million to $10 million according to the North American Industry Classification System code for commercial and institutional building construction. The solicitation is designated as 100% competitive for small businesses. The response due date is not provided. Interested contractors must register in the System for Award Management to be eligible for award. The point of contact for additional information is the named Contract Specialist and Contracting Officer via email.

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Other files

File	Type	Posted
W912PM22B0013 Abstract_SIGNED.pdf	PDF	May 6, 2022
W912PM22B0013 Bid Opening Sign-In Sheet.pdf	PDF	May 6, 2022
GI003_AMD_furniture.pdf	PDF	Apr 28, 2022
01 00 05_AMD_furniture.pdf	PDF	Apr 28, 2022
Building 3-1947 Asbestos Report.pdf	PDF	Apr 28, 2022
W912PM22B00130004 (conformed).pdf	PDF	Apr 28, 2022
Building 3-1947 Roof Asbestos Inspection.pdf	PDF	Apr 28, 2022
SC-08-20 Site Visit Roster.pdf	PDF	Apr 28, 2022
W912PM22B00130004.pdf	PDF	Apr 28, 2022
W912PM22B00130003.pdf	PDF	Apr 21, 2022
W912PM22B00130003 (conformed).pdf	PDF	Apr 21, 2022
W912PM22B00130002.pdf	PDF	Apr 4, 2022
W912PM22B00130002 (conformed).pdf	PDF	Apr 4, 2022
SC-08-20 Site Visit Roster Form.xlsx	XLSX spreadsheet	Mar 31, 2022
W912PM22B00130001 (Conformed).pdf	PDF	Mar 31, 2022
W912PM22B00130001.pdf	PDF	Mar 31, 2022
RTA-SPECS-SC-0000-820_Renovate3-1947-VOLII.pdf	PDF	Mar 24, 2022
RTA-SPECS-SC-0000-820_Renovate3-1947-VOLI.pdf	PDF	Mar 24, 2022
W912PM22B0013.pdf	PDF	Mar 24, 2022
RTA_sc0000820_drawings_combined_Unlocked.pdf	PDF	Mar 24, 2022

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US Army Corps of Engineers

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US Army Corps of Engineers ®

Wilmington District

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CONTROLLED UNCLASSIFIED INFORMATION (CUI)

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SC-00008-20

Renovate Building 3-1947

Fort Bragg, North Carolina

CONTRACT NO.:

SOLICITATION NO: W912PM22B0013

ISSUE DATE: 23 March 2022

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R en ov at e Bu ild in g 3-

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CONTROLLED UNCLASSIFIED INFORMATION (CUI)

US Army Corps of Engineers ®

READY TO ADVERTISE

FORT BRAGG, NORTH CAROLINA

RENOVATE BUILDING 3-1947, JSOC

FY22, SC-00008-20

ISSUE DATE: MARCH 2022

WILMINGTON DISTRICT

LOCATION MAP

ROCKINGHAM

LAURINBURG

FAYETTEVILLE

FORT BRAGG

VICINITY MAP

PROJECT SITE

PRATT ST

COLLINS ST.

LONGSTREET RD

BUTNER RD

ES R

GURBER RD

WOMACK ARMY

MEDICAL CENTER

ARCHITECTURAL MECHANICAL

PLUMBING

ELECTRICALCIVIL

CONTRACT NO.:

SOLICITATION NO.: W912PM22B0013

801 JONES FRANKLIN ROAD, SUITE 300

RALEIGH, NC 27606-3394

(919) 851-6866

(919) 851-7024 FAX

LICENSE # F-0672

FIRE

PROTECTION

MCKELLARS RD

TELECOMMUNICATIONS

CHARLOTTE | 704.295.4263

705 EAST MOREHEAD STREET, 28202

NC License No: C-2848

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STRUCTURAL

3/22/2022 mmiley Snapshot mmiley Snapshot mmiley Snapshot mmiley Snapshot mmiley Snapshot mmiley Snapshot

INDEX OF DRAWINGS

SHEET NO. TITLE SHEET NO. TITLE SHEET NO. TITLE

GENERAL ARCHITECTURE (CONTINUED) MECHANICAL (CONTINUED)

G-001 COVER SHEET AE511 EXTERIOR RAMP HANDRAIL/GUARDRAIL DETAILS MH101 MECHANICAL - BASEMENT AND FIRST FLOOR PLANS - HVAC GI001 INDEX OF DRAWINGS AE601 DOOR TYPES, FRAMES AND SCHEDULE MH102 MECHANICAL - SECOND FLOOR PLAN - HVAC GI002 FORT BRAGG CANTONMENT AND PROJECT LOCATION MAP AE602 DOOR DETAILS MP101 MECHANICAL - BASEMENT AND FIRST FLOOR PLANS - PIPING GI003 GENERAL CONSTRUCTION NOTES AE603 DOOR DETAILS MP102 MECHANICAL - SECOND FLOOR PLAN - PIPING GI004 GENERAL CONSTRUCTION NOTES AE701 PARTITION TYPES M-301 MECHANICAL - MECHANICAL ROOM SECTIONS - HVAC

GI005 CODE ANALYSIS AE702 PARTITION TYPES M-501 MECHANICAL - DETAILS

GI006 BASEMENT LIFE SAFETY PLAN AE703 SOUND ISOLATION & PARTITION DETAILS M-502 MECHANICAL - DETAILS GI007 FIRST FLOOR LIFE SAFETY PLAN AE704 TYPICAL PENETRATION DETAILS M-503 MECHANICAL - DETAILS GI008 SECOND FLOOR LIFE SAFETY PLAN AE705 ACOUSTIC WALL, DECK AND FLOOR DETAILS M-504 MECHANICAL - DETAILS

AF101 BASEMENT AND FIRST FLOOR FINISH PLAN M-601 MECHANICAL - SCHEDULES

SURVEY AF102 SECOND FLOOR FINISH PLAN M-602 MECHANICAL - SCHEDULES AND OUTDOOR AIR CALCULATIONS

VF101 EXISTING CONDITIONS PLAN AF501 INTERIOR FINISH DETAILS M-603 MECHANICAL - SCHEDULES AND OUTDOOR AIR CALCULATIONS

AF601 INTERIOR ROOM FINISH SCHEDULE M-604 MECHANICAL - CHILLED WATER PIPING SCHEMATICS

CIVIL AF602 INTERIOR FINISH KEY M-605 MECHANICAL - HOT WATER PIPING SCHEMATIC

C-001 ABBREVIATIONS AND LEGEND AG101 BASEMENT AND FIRST FLOOR SIGNAGE PLAN M-701 MECHANICAL - CONTROLS COVER SHEET CD101 DEMOLITION PLAN AG102 SECOND FLOOR SIGNAGE PLAN M-702 MECHANICAL - CONTROLS CG101 EROSION AND SEDIMENT CONTROL PLAN AND ENLARGED GRADING PLAN AG601 SIGNAGE SCHEDULES AND MOUNTING TYPES M-703 MECHANICAL - CONTROLS

CU101 UTILITY AND SITE PLAN AG602 SIGNAGE TYPES M-704 MECHANICAL - CONTROLS

C-501 SITE DETAILS M-705 MECHANICAL - CONTROLS

C-502 SITE DETAILS ICAP INTERIORS M-706 MECHANICAL - CONTROLS

C-503 SITE DETAILS IN101 FIRST FLOOR FURNITURE PLAN

IN102 SECOND FLOOR FURNITURE PLAN ELECTRICAL

STRUCTURAL E-001 ELECTRICAL - GENERAL NOTES AND ABBREVIATIONS

S-501 STRUCTURAL WALL PANEL INFILL DETAILS FIRE PROTECTION E-002 ELECTRICAL - SYMBOL LEGEND

FD101 BASEMENT FIRE PROTECTION DEMO PLAN E-003 ELECTRICAL - GENERAL NOTES AND SEISMIC REQUIREMENTS ARCHITECTURE FD102 FIRST FLOOR FIRE PROTECTION DEMO PLAN ED101 ELECTRICAL - BASEMENT PLAN - DEMOLITION

A-001 ABBREVIATIONS, LEGENDS AND SYMBOLS FD103 SECOND FLOOR FIRE PROTECTION DEMO PLAN ED102 ELECTRICAL - FIRST FLOOR PLAN - DEMOLITION A-002 ABA CLEARANCES & MOUNTING HEIGHTS FA001 FIRE ALARM / MNS NOTES ED103 ELECTRICAL - SECOND FLOOR PLAN - DEMOLITION A-003 BASEMENT AND FIRST FLOOR -SECURE PERIMETER FA101 BASEMENT FIRE ALARM / MNS PLAN EG101 ELECTRICAL - BASEMENT AND FIRST FLOOR PLANS -GROUNDING A-004 SECOND FLOOR -SECURE PERIMETER FA102 FIRST FLOOR FIRE ALARM / MNS PLAN EG102 ELECTRICAL - SECOND FLOOR PLAN - GROUNDING AD101 DEMOLITION BASEMENT FLOOR PLAN FA103 SECOND FLOOR FIRE ALARM / MNS PLAN EL101 ELECTRICAL - BASEMENT AND FIRST FLOOR PLANS -LIGHTING AD102 DEMOLITION FIRST FLOOR PLAN FA501 FIRE ALARM / MNS DETAILS EL102 ELECTRICAL - SECOND FLOOR PLAN - LIGHTING AD103 DEMOLITION SECOND FLOOR PLAN FX001 FIRE PROTECTION NOTES AND DETAILS EP101 ELECTRICAL - BASEMENT AND FIRST FLOOR PLANS -POWER AE101 BASEMENT FLOOR PLAN FX101 BASEMENT FIRE PROTECTION PLAN EP102 ELECTRICAL - SECOND FLOOR PLAN - POWER AE102 FIRST AND SECOND FLOOR SLAB PLANS FX102 FIRST FLOOR FIRE PROTECTION PLAN E-501 ELECTRICAL - DETAILS AE103 FIRST FLOOR PLAN FX103 SECOND FLOOR FIRE PROTECTION PLAN E-502 ELECTRICAL - DETAILS

AE104 SECOND FLOOR PLAN FX501 FIRE PROTECTION DETAILS E-503 ELECTRICAL - DETAILS

AE105 ROOF PLAN E-504 ELECTRICAL - DETAILS

AE121 BASEMENT REFLECTED CEILING PLAN PLUMBING E-505 ELECTRICAL - DETAILS

AE122 FIRST REFLECTED CEILING PLAN P-001 PLUMBING - GENERAL NOTES AND LEGENDS E-506 ELECTRICAL - DETAILS AE123 SECOND REFLECTED CEILING PLAN PD101 PLUMBING - BASEMENT FLOOR PLANS - WASTE AND VENT - DEMOLITION E-601 ELECTRICAL - ONE-LINE DIAGRAM - DEMOLITION AE201 WEST EXTERIOR ELEVATIONS PD102 PLUMBING - FIRST FLOOR PLANS - WASTE AND VENT -DEMOLITION E-602 ELECTRICAL - ONE-LINE DIAGRAM NEW AE202 EAST EXTERIOR ELEVATION PD103 PLUMBING - SECOND FLOOR PLAN - WASTE AND VENT - DEMOLITION E-603 ELECTRICAL - LIGHTING SCHEDULE AE203 NORTH EXTERIOR ELEVATION PD104 PLUMBING - BASEMENT FLOOR PLANS - WATER -DEMOLITION E-604 ELECTRICAL - EQUIPMENT CONNECTION SCHEDULE AE204 SOUTH EXTERIOR ELEVATION PD105 PLUMBING - FIRST FLOOR PLANS - WATER -DEMOLITION E-605 ELECTRICAL - PANEL SCHEDULES AE301 BUILDING SECTION PD106 PLUMBING - SECOND FLOOR PLAN - WATER -DEMOLITION E-606 ELECTRICAL - PANEL SCHEDULES AE401 ENLARGED BASEMENT RESTROOM PLAN AND ACCESSORY SCHEDULE PL121 PLUMBING - BASEMENT FLOOR PLANS - WASTE AND VENT E-607 ELECTRICAL - PANEL SCHEDULES AE402 ENLARGED BASEMENT RESTROOM ELEVATIONS PL122 PLUMBING - FIRST FLOOR PLANS - WASTE AND VENT E-608 ELECTRICAL - PANEL SCHEDULES AE403 ENLARGED FIRST FLOOR RESTROOM PLAN PL123 PLUMBING - SECOND FLOOR PLAN - WASTE AND VENT AE404 ENLARGED FIRST FLOOR RESTROOM ELEVATIONS PL131 PLUMBING - BASEMENT FLOOR PLANS - WATER TELECOMMUNICATIONS AE405 ENLARGED FLOOR FLOOR RESTROOM ELEVATIONS PL132 PLUMBING - FIRST FLOOR PLANS - WATER T-001 TELECOMMUNICATIONS - GENERAL NOTES AND LEGENDS AE406 ENLARGED SECOND FLOOR RESTROOM PLAN AND ELEVATIONS PL133 PLUMBING - SECOND FLOOR PLAN - WATER TD101 TELECOMMUNICATIONS - BASEMENT AND FIRST FLOOR PLANS - DEMOLITION AE407 ENLARGED SECOND FLOOR RESTROOM ELEVATIONS PL142 PLUMBING - FIRST FLOOR PLANS - NATURAL GAS TD102 TELECOMMUNICATIONS - SECOND FLOOR PLAN -DEMOLITION AE408 ENLARGED FIRST AND SECOND FLOOR TR AND ELEC FLOOR PLANS P-501 PLUMBING - DETAILS TN101 TELECOMMUNICATIONS - FIRST FLOOR PLANS -NETWORK AE501 BUILDING PERMETER DETAILS P-601 PLUMBING - SCHEDULES TN102 TELECOMMUNICATIONS - SECOND FLOOR PLAN -NETWORK AE502 BUILDING PERMETER DETAILS P-701 PLUMBING - WASTE AND VENT RISER TY101 TELECOMMUNICATIONS - BASEMENT AND FIRST FLOOR PLANS - SECURITY AE503 BUILDING PERMETER DETAILS P-702 PLUMBING - WATER RISER TY102 TELECOMMUNICATIONS - SECOND FLOOR PLAN -SECURITY

AE504 BUILDING PERMETER DETAILS T-401 TELECOMMUNICATIONS - ENLARGED PLANS

AE505 BUILDING PERMETER DETAILS MECHANICAL T-402 TELECOMMUNICATIONS - ENLARGED PLANS AE506 BUILDING PERMETER DETAILS M-001 MECHANICAL - GENERAL NOTES AND LEGENDS T-501 TELECOMMUNICATIONS - DETAILS AE507 INTERIOR PLAN DETAILS MD101 MECHANICAL - BASEMENT AND FIRST FLOOR PLANS - DEMOLITION T-502 TELECOMMUNICATIONS - DETAILS AE508 WALL PANEL INFILL DETAILS MD102 MECHANICAL - SECOND FLOOR PLAN - DEMOLITION T-503 TELECOMMUNICATIONS - DETAILS

AE509 FIRE RATED WALL DETAILS T-504 TELECOMMUNICATIONS - DETAILS

AE510 TOILET PARTITION AND SHOWER DETAILS T-601 TELECOMMUNICATIONS - RISERS

GI001

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3/22/2022

ROAD CLOSED WITH GATES

OR BARRIERS

MAJOR ROADS

STREETS

RAILROADS

INSTALLATION BOUNDARIES

INTERSTATE ROUTE

U. S. ROUTE

STATE ROUTE

LAKES

ACP ACCESS CONTROL POINT

LEGEND:

FORT BRAGG CANTONMENT

NOT TO SCALE

A 24 MB

C 25 AC

BUTNER RD

LONGSTREET RD

GRUBER RD ALL AM

EEW

YADKIN RD

GRUBER RD

LONGSTREET RD

BUTNER RD

HONEYCUTT RD HONEYCUTT RD

BLVD

GRUBER RD

URCHSON RD

RANDOLPH ST

X ST

KNOX ST

SIMMONS AIRFIELD

EILLY R

D R

EILLY R

LAM

ONT RD

CHICKEN ROAD

PLANK ROAD

MILITARY RESERVATION BOUNDARY

BASTOGNE DRIVE

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MAIN ENTRANCE

ISTEAD

MILITARY RESERVATION

BOUNDARY

POPE ARMY AIRFIELD

ACP #1

ACP #13

ACP #10

ACP #11

BLVD

JAC

KSO

ACP #5 ALL AMERICAN VISITOR

CONTROL CENTER

MCKELLERS RD.

ACP #2

USACE SOCOM RESIDENT OFFICE

BLDG. NO. 2-2414 WOODRUFF ST.

FT. BRAGG, NC 28310 (910)-432-8121

CONCH RD

ACP #3

ACP #4

ACP #2A

ACP #8

ACP #16 TRUCK PLAZA AND

VISITOR CONTROL CENTER

WOMACK ARMY

MEDICAL CENTER

ACP #18

BLVD

MANCHESTER RD

DIRECTORATE OF PUBLIC WORKS,

BUILDING NO. 3-1631

GTO

ACP #12

LAMONT ROAD

BORROW PIT

CLOSED

FORT BRAGG LAMONT

RD SOLID WASTE AND

RECYCLING FACILITY

WOODRUFF

MUNICIPALSOLID

WASTE TRANSFER

STATION

ACP #8A

PROJECT LOCATION

ACCESS/HAUL ROUTE

PROJECT

LOCATION

GORDON RD

PROJECT LOCATION MAP

NOTE:

CONTRACTOR SHALL TAKE CARE

WHEN TRAVERSING FORT BRAGG

PROPERTY TO BE MINDFUL OF ALL

POSTED SIGNAGE, ONE-WAY

STREETS, AND TRAFFIC PATTERNS.

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ACCESS/HAUL

ROUTE

ACCESS/HAUL

ROUTE ENTRANCE

ACCESS/HAUL

ROUTE EXIT

A. CONTRACTOR SHALL COMPLY WITH CURRENT NORTH CAROLINA DEPARTMENT OF

ENVIRONMENTAL QUALITY (DEQ) EROSION AND SEDIMENT CONTROL PLANNING AND

DESIGN MANUAL AND FORT BRAGG WATER MANAGEMENT BRANCH (WMB) STANDARDS FOR

EROSION CONTROL WORK, IF APPLICABLE.

B. ALL NCDOT STANDARDS REFERENCES WILL BE THE LATEST EDITION. CONTRACTOR MAY

REFER TO HTTPS://CONNECT.NCDOT.GOV, IF APPLICABLE.

C. CONTRACTOR SHALL COMPLY WITH CURRENT UFC, NC BUILDING CODE, ABA, NFPA, FORT

BRAGG DESIGN GUIDELINES AND OTHER APPLICABLE REQUIREMENTS AS INDICATED ON

THESE CONTRACT DOCUMENTS.

7. DEMOLITION AND CONSTRUCTION

A. ALL CONSTRUCTION AFFECTING TRAFFIC SHALL COMPLY WITH THE FORT BRAGG TRAFFIC

CONTROL IDG, MUTCD, AND NCDOT STANDARD DRAWINGS AND SPECIFICATIONS - LATEST

EDITION. AN ALTERNATE EMERGENCY TRAFFIC CONTROL DETOUR MAY BE REQUIRED.

8. TRAFFIC CONTROL

A. UNLESS SPECIFICALLY NOTED TO BE REMOVED, ALL EXISTING BUILDING COMPONENTS

AND OTHER SITE ITEMS SHALL REMAIN INTACT AND BE PROTECTED AGAINST DAMAGE

DURING THE CONSTRUCTION PERIOD.

B. THE CONTRACTOR SHALL EXERCISE CAUTION DURING DEMOLITION OPERATIONS. THE

CONTRACTOR SHALL REPAIR AND RESTORE ALL EXISTING MATERIAL TO REMAIN THAT IS

DAMAGED. MATERIAL REPAIRS SHALL MATCH EXISTING ADJACENT FINISHED SURFACES

DAMAGES REQUIRING REPLACEMENT WILL BE COORDINATED WITH THE GOVERNMENT,

PRIOR TO REPLACEMENT, AT NO COST TO THE GOVERNMENT.

C. BASED ON AN 2013 INSPECTION REPORT PROVIDED BY THE GOVERNMENT, ASBESTOS WAS

DISCOVERED IN MASTIC UNDER FLOOR TILES BENEATH CARPET WITHIN CORRIDORS AND

OTHER SPACES IN THE BUILDING. ASBESTOS CONTAINING MATERIALS SHALL BE ABATED AND

IF THE CONTRACTOR SUSPECTS OTHER HAZARDOUS MATERIALS ARE PRESENT HE SHALL

NOTIFY THE CONTRACTOR OFFICER'S REPRESENTATIVE IMMEDIATELY.

6. STANDARDS

9. EXISTING UTILITY INTERRUPTIONS

A. EXISTING UTILITIES MAY BE INTERRUPTED FOR A MAXIMUM OF 12 HOURS AT A TIME.

CONTRACTOR IS REQUIRED TO CONTACT THE COR AND OBTAIN APPROVAL PRIOR TO

ANTICIPATED INTERRUPTION. SEE SPECIFICATIONS FOR PER-APPROVAL REQUIREMENTS.

B. ALL UTILITY INTERRUPTIONS AND DURATIONS SHALL BE INDICATED ON THE

CONTRACTOR'S SCHEDULE AND COORDINATED WITH THE COR.

C. FIRE ALARM INTERRUPTIONS SHALL BE SCHEDULED IN WRITING WITH THE COR A MINIMUM OF

14 DAYS IN ADVANCE.

10. EXTERIOR UTILITY WORK

A. ANY EXTERIOR ELECTRICAL WORK PERFORMED BY THE CONTRACTOR SHALL BE COORDINATED

WITH SANDHILLS UTILITY SERVICE (SUS). CONTACT MR. DAVID KEITH AT (910) 496-2220.

B. ANY EXTERIOR WATER OR SANITARY SEWER WORK PERFORMED BY THE CONTRACTOR SHALL

BE COORDINATED WITH AMERICAN STATES UTILITY SERVICES (ASUS). CONTACT ALLEN

FORRESTER AT (910) 495-1311.

C. ANY EXTERIOR GAS WORK PERFORMED BY THE CONTRACTOR SHALL BE COORDINATED WITH

PEIDMONT NATURAL GAS (PNG). CONTACT CLAYTON PARKER AT (910) 247-7992.

11. SECURITY PROCEDURES FOR ACCESS

A. CONTRACTOR SHALL FOLLOW JSOC SECURITY REQUIREMENTS AT ALL TIMES.

REFER TO SPECIFICATION SECTION 01 00 60 FOR ADDITIONAL INFORMATION.

B. CONTRACTOR SHALL FOLLOW JSOC SECURITY POLICIES ON SITE AT ALL TIMES.

IN GENERAL, THE CONTRACTOR WILL BE GIVEN FULL ACCESS TO THE PROJECT SITE AS

SHOWN ON THE PLANS, HOWEVER, PERIODS MAY BE ENCOUNTERED WHEN NO CONTRACTOR OR

SUBCONTRACTOR PERSONNEL WILL BE ALLOWED ON THE CONSTRUCTION SITE. WORK

STOPPAGES DUE TO THOSE EVENTS WILL BE HELD TO AN ABSOLUTE MINIMUM, AND THE

CONTRACTOR WILL BE GIVEN AS MUCH ADVANCED NOTICE AS POSSIBLE. NOTICE OF THE WORK

STOPPAGE AND RESUMPTION WILL BE RELAYED THROUGH THE COR WHO WILL COMMUNICATE

THIS INFORMATION TO CONTRACTOR. SUCH WORK STOPPAGE WILL NOT BE THE BASIS FOR A

CLAIM AGAINST THE GOVERNMENT. THE GOVERNMENT HAS THE RIGHT TO INSTRUCT THE

CONTRACTOR TO EVACUATE THE SITE WITHOUT PRIOR NOTIFICATION AT ANY TIME AND MAY

REFUSE ENTRY OF ANY OR ALL CONTRACTOR PERSONNEL.

C. THE CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION IN ACCORDANCE WITH

JSOC SECURITY POLICIES AT ALL TIMES.

D. ACCESS TO THE PROJECT AREA IS LIMITED TO NORMAL WORK HOURS (0730 TO 1600)

UNLESS SPECIFICALLY APPROVED BY THE COR FOR SPECIFIED PERIODS OF TIME OUTSIDE THE

NORMAL WORK HOURS. EXCLUDES FEDERAL HOLIDAYS.

E. IT IS A CRIME UNDER 18 USC 795 TO PHOTOGRAPH DEFENSE INSTALLATIONS WITHOUT

FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY

INSTALLATION. IT IS ALSO A CRIME UNDER 18 USC 797 TO REPRODUCE, PUBLISH SELL OR GIVE

AWAY ANY PHOTOGRAPH, PICTURE OR GRAPHIC REPRESENTATION OF A DEFENSE INSTALLATION

WITHOUT FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY

INSTALLATION AND JSOC.

F. DESIGNATE THE INSTALLATION AS A RESTRICTED AREA. RESTRICTED AREA POSTING RESTRICTS

PERSONS GAINING ACCESS TO MILITARY INSTALLATION FROM CONDUCTING IMAGERY

SURVEILLANCE, PHOTOGRAPHY AND VIDEO RECORDING WITHOUT THE INSTALLATION

COMMANDERS AND JSOC CONSENT.

G. THE INTRODUCTION OF WEAPONS, AMMUNITION, EXPLOSIVES OR OTHER PROHIBITED ITEMS AND PHOTOGRAPHY OF THE FACILITIES IS PROHIBITED WITHOUT SPECIFIC AUTHORIZATION FROM THE

JSOC COMMANDER.

2. CONSTRUCTION PHASING & PROJECT SCHEDULES

A. THE CONTRACTOR SHALL ENSURE THAT HIS ACTIVITIES SHALL NOT INTERFERE WITH THE

OPERATIONS CONDUCTED AT SURROUNDING BUILDINGS AND WORK AREAS.

B. CONTRACTOR SHALL NOT BLOCK ACCESS TO EXISTING BUILDINGS, ROADS AND/OR FACILITIES.

C. CONTRACTOR SHALL PROVIDE A PROJECT SCHEDULE TO THE COR PRIOR TO CONSTRUCTION

AND MOBILIZATION. CONTRACTOR SHALL PROVIDE WEEKLY UPDATES ON THE PROJECT

SCHEDULE FOR FULL DURATION OF PROJECT. THE WEEKLY UPDATES SHALL BE PROVIDED

SHOWING THE SCHEDULE FOR THE UPCOMING 2 WEEKS INCLUDE UPDATES REGARDING THE

PHASING OF CONSTRUCTION.

D. ADJACENT AREAS WILL BE OCCUPIED BY GOVERNMENT PERSONNEL THROUGHOUT THE

CONSTRUCTION PERIOD. CONTRACTOR SHALL NOT ALLOW CONSTRUCTION ACTIVITIES TO

DISRUPT ON-GOING GOVERNMENT OPERATIONS DURING DEMOLITION AND CONSTRUCTION.

3. CONTRACTOR STAGING AREA

A. SEE EROSION AND SEDIMENT CONTROL SHEET CG101.

A. THE LAMONT ROAD BORROW PIT IS ANTICIPATED TO BE CLOSED DURING THE ENTIRE

CONSTRUCTION PHASE OF THIS PROJECT FOR OBTAINING FILL MATERIAL. NO DISPOSAL

ALLOWED.

B. FORT BRAGG LANDFILL IS CLOSED AND CAN NO LONGER ACCEPT/DISPOSE OF BORROW.

A. CONTRACTOR SHALL INSTALL TEMPORARY FENCING WITHIN THE GENERAL PROJECT SITE,

COORDINATE LOCATION WITH JSOC AND COR. THE TYPE, MATERIAL, HEIGHT, AND LOCATION

OF THE FENCE SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND APPROVED BY THE

GOVERNMENT PRIOR TO INSTALLATION.

B. ALL WORK ACTIVITIES AND STORAGE SHALL BE CONFINED WITHIN THE ESTABLISHED

PROJECT LIMITS UNLESS SPECIFICALLY AUTHORIZED BY THE COR FOR SPECIFIED PERIODS

OF TIME.

C. THE CONTRACTOR MUST HAVE AT LEAST ONE EMPLOYEE ONSITE TO RECEIVE AND DIRECT

PLACEMENT OF DELIVERED MATERIALS AND SUPPLIES.

1. CONSTRUCTION METHODS AND PROCEDURES & CONTRACTOR ACCESS

A. THE CONTRACTOR SHALL PROVIDE SANITARY FACILITIES FOR HIS WORKERS DURING THE

ENTIRE CONSTRUCTION PHASE. COORDINATE LOCATION WITH COR. SANITARY FACILITIES

SHOULD BE PROVIDED IN ACCORDANCE WITH THE USACE SAFETY AND HEALTH REQUIREMENTS

MANUAL EM 385-1-1.

B. THE WORK FOR THIS PROJECT CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT,

TRANSPORTATION, AND MATERIALS NECESSARY TO PERFORM ALL WORK IN STRICT

ACCORDANCE WITH THE PROJECT SPECIFICATIONS, APPLICABLE DIRECTORATE OF PUBLIC

WORKS (DPW) DRAWINGS, UNIFIED FACILITIES CRITERIA (UFC), JOINT SPECIAL OPERATIONS

(JSOC) STANDARDS, FORT BRAGG INSTALLATION DESIGN GUIDELINES (IDG) AND OTHER

CONTRACT DOCUMENTS. THE SCOPE OF WORK OF THIS CONTRACT IS REFERENCED IN

PROJECT SPECIFICATIONS SECTION 01 00 05.

C. THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. THE

CONTRACTOR SHALL BRING CONFLICTS BETWEEN PROJECT SPECIFICATIONS AND PLANS TO

THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR RESOLUTION. ALL

MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PROJECT SPECIFICATIONS.

D. ALL DIMENSIONS AND CONDITIONS TIED TO OR OTHERWISE RELATED TO EXISTING

CONSTRUCTION ARE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. VERIFICATION

SHALL BE MADE PRIOR TO ORDERING, FABRICATING, OR CONSTRUCTING ANY RELATED

STRUCTURAL COMPONENTS. WHERE DISCREPANCIES OCCUR, THE CONTRACTOR SHALL ADVISE

THE COR IMMEDIATELY AND PROVIDE THE COR WITH THE CORRECT DIMENSIONS AND

CONDITIONS.

E. THE CONTRACTOR SHALL ADEQUATELY PROTECT ALL EXISTING SITE FEATURES AND FACILITIES

DURING DEMOLITION AND CONSTRUCTION.

F. PRIOR TO ANY DEMOLITION OR NEW WORK COMMENCING THE ELECTRICAL CONTRACTOR

SHALL ARRANGE A MEETING WITH THE COR AND JSOC REPRESENTATIVE TO DISCUSS ALL

ELECTRICAL OUTAGE PROCEDURES FOR SHUTDOWN OF ANY ELECTRICAL PANELS. THE

ELECTRICAL CONTRACTOR MUST NOTIFY THE COR, IN WRITING, AT LEAST 7 DAYS PRIOR TO

ANY ELECTRICAL SHUTDOWN DURING DEMOLITION OR NEW CONSTRUCTION.

G. THIS PROJECT IS WITHIN A CATEGORY 3 SITE. THE PROJECT IS WITHIN ACTIVE IRP SITE FTBR-063

WITH KNOWN GROUNDWATER CONTAMINATION EXCEEDING THE NCDEQ GROUNDWATER

QUALITY STANDARDS (2L). GROUNDWATER DEPTHS AT THIS SITE ARE APPROXIMATELY 8-44

FEET BELOW GROUND SURFACE. EXCAVATING OR BORING ACTIVITIES HAVE THE POTENTIAL TO

ENCOUNTER CONTAMINATED GROUNDWATER. IF CONTAMINATED GROUNDWATER OR SOIL IS

ENCOUNTERED DURING CONSTRUCTION, NOTIFY THE COR IMMEDIATELY AND IT MUST BE

HANDLED IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS.

4. LAMONT ROAD BORROW PIT

5. EROSION AND SEDIMENT CONTROL

GENERAL NOTES:

12. PERMITS

D. PERMITS, AS LISTED ABOVE, ARE NOT INTENDED TO BE A COMPLETE LIST. CONTRACTORS ARE TO ADD ADDITIONAL PERMITS, AS THEY BECOME KNOWN. PERMIT SUBMITTALS ARE TO BE SUBMITTED TO THE

GOVERNMENT FOR REVIEW AND APPROVAL. AVOID OMISSIONS.

INSTALLATION:

· AIR QUALITY (GENERATORS) - DPW-ECB AIR QUALITY PROGRAM MANAGER

· ARMY RADIATION PERMIT (ARP) - INSTALLATION RADIATION SAFETY OFFICER - VICTOR D. WOOTEN, 910-9088-4138

· BOILERS & GENERATORS PERMIT - DPW-ECB AIR QUALITY - MIKE FISHER, REM

· BORROW PIT PERMIT - DPW - ENVIRONMENTAL BRANCH (SUBMIT 14 CALENDAR DAYS PRIOR TO WORK) -

BORROW PIT HAS BEEN CLOSED BY DPW UNTIL FURTHER NOTICE.

· CONSTRUCTION AND DEMOLITION (C&D) WASTE PERMIT - FOR FORT BRAGG LAMONT ROAD

CONSTRUCTION AND DEMOLITION LANDFILL FACILITY - DPW - ENVIRONMENTAL BRANCH. LANDFILL HAS REACHED ITS CAPACITY TO ACCEPT CONSTRUCTION AND DEMOLITION WASTE AND WILL NO LONGER

ACCEPT CONSTRUCTION AND DEMOLITION WASTE (TO INCLUDE FRIABLE ASBESTOS CONTAINING

MATERIALS). SEE DPW'S SOLID WASTE AND RECYCLING REQUIREMENTS, DATED 6 OCT 2016, OR

CONTACT DAN MESSIER AT DANIEL.J.MESSIER@MAIL.MIL OR 910-396-6873.

· DIGGING/EXCAVATION PERMIT (FB FORM 1605-E) - DPW - FACILITIES ENGINEER (SUBMIT 15 CALENDAR

DAYS PRIOR TO WORK)

· ENVIRONMENTAL PERMITS (POSSIBLE 180 DAY PROCESS). SEE SPEC SECTION 01 57 19.

·· REGULATORY PERMITS

·· CLEAN AIR ACT (CAA) [FEDERAL, STATE AND LOCAL] - DPW - INSTALLATION ENVIRONMENTAL OFFICE

(AIR PROGRAM MANAGER)

·· GENERAL USE PERMITTED EQUIPMENT (SEE FAR 52.236-7.)

·· STREAM CROSSING PERMIT (SEE CLEAN WATER ACT SECTION 404 AND SECTION 401 (WATER QUALITY)).

·· TITLE V AIR PERMITS (BASED ON TYPE OF MATERIAL DUST, BOILERS AND DOMESTIC WATER HEATERS) -

DPW - ENVIRONMENTAL BRANCH, ENVIRONMENTAL COMPLIANCE BRANCH (ECB)

·· TRANSPORTER AND DISPOSAL FACILITIES PERMITS

·· EXCAVATION

· IRRIGATION PERMIT - DPW WATER QUALITY PROGRAM MANAGER, 910-907-3214.

· STORAGE TANKS AND WATER QUALITY PROGRAM, FORT BRAGG-DPW-ECB, 910-907-3214.

· LANDFILL DISPOSAL PERMIT - DPW-ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), 910-396-3372.

· PHOTOGRAPHY - INSTALLATION PERMIT - DIRECTOR OPERATIONS DIRECTORATE DCS G3/5/7 - POC IS

MR. DREDDRICK BROWN, DSN 225-8469 OR COM (703) 695-8469.

· TRAFFIC CONTROL PERMIT - DPW TRANSPORTATION ENGINEER, RAY GOFF, 910-907-1759

· UTILITY CONNECTION

· UTILITY OUTAGE REQUESTS - FT BRAGG DPW

COUNTY

· WATER WELL

FEDERAL

· NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION - FAA FORM 7460-1

NC STATE:

· ASBESTOS REMOVAL FOR DEMOLITION/RENOVATION - NCPH, RALEIGH (10 WORKING DAYS PRIOR TO

REMOVAL)

· AIR QUALITY

· DEMOLITION

· EROSION & SEDIMENT CONTROL (E&SC) CERTIFICATE OF APPROVAL/PERMIT - DEQ (FORMALLY

NCDENR) DEPT OF WATER QUALITY (DWQ), UNDER GENERAL PERMIT NO. NCG010000 FOR

"CONSTRUCTION ACTIVITIES THAT ARE ALSO SUBJECT TO THE NORTH CAROLINA SEDIMENTATION

POLLUTION CONTROL ACT OF 1973."

· GENERAL STORMWATER DISCHARGE

· GEOTHERMAL (POSSIBLE COUNTY INVOLVEMENT)

· SEPTIC SYSTEM (POSSIBLE COUNTY INVOLVEMENT)

· STORMWATER MANAGEMENT - NCDEQ AND FT BRAGG WATER MANAGEMENT BRANCH

· WATER SYSTEM SERVICE (FIRE PROTECTION AND DOMESTIC WATER SERVICE) - NCDEQ.

ASUS (AMERICAN STATES UTILITY SERVICES) :

· WATER AND SANITARY SEWER

COE SAFETY:

· CONFINED SPACE ENTRY PERMIT - (SEE EM 385-1-1, DATED 30 NOV 2014, SECTION 34 (STARTING ON

PAGE 34-1)

· ENERGIZED WORK PERMIT - MUST BE SUBMITTED TO THE COR IN ADVANCE FOR ACCEPTANCE. (SEE

EM 385-1-1, DATED 30 NOV 14, PARAGRAPH 11.A.02C).

· HOT WORK PERMIT - DEFINED AS HOT RIVETING, WELDING, BURNING, ABRASIVE BLASTING, OR OTHER

FIRE- OR SPARK-PRODUCING OPERATIONS. (SEE EM 385-1-1, DATED 30 NOV 2014, PARA 09.A.04 (PAGE 9-1 & 2) & PAGE Q-29. THE FORT BRAGG FIRE DEPARTMENT REQUIRES NOTICE 14 CALENDAR DAYS

PRIOR TO WORK, FOR:

·· WELDING

·· CUTTING

·· HEATING

A. CONTRACTOR SHALL SECURE ALL PERMITS NECESSARY FOR CONSTRUCTION OF THE PROJECT.

DETERMINE FEE BASIS AS APPROPRIATE AND PAY ALL FILING FEES AT NO ADDITIONAL COST TO THE GOVERNMENT. CONSTRUCTION SHALL NOT BEGIN ON ANY PHASE WITHOUT APPROPRIATE PERMITS.

B. PERMITS ARE TO BE MAINTAINED IN THE CONTRACTOR'S ONSITE CONSTRUCTION OFFICE, ORGANIZED IN A 3 RING BINDER, TABBED AND WITH A TABLE OF CONTENTS FOR INSPECTION BY THE GOVERNMENT.

C. THE FOLLOWING PERMITS MAY BE REQUIRED FOR PROJECTS AT FORT BRAGG.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

D, S

H , N

-3

) 8

-7

F -0

D Y

CONTROLLED UNCLASSIFIED INFORMATION

, N O

N A

-1

7, J

2, S

C -0

-2

C H

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N G

N , N

O R

N D

2P M

GI003

C O

R U

O N

N O

D . S

M . M

M . B

R . D

O W

N S G

.D G

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

D, S

H , N

-3

) 8

-7

F -0

D Y

CONTROLLED UNCLASSIFIED INFORMATION

, N O

N A

-1

7, J

2, S

C -0

-2

C H

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N G

N , N

O R

N D

2P M

GI004

C O

R U

O N

N O

D . S

M . M

M . B

R . D

O W

N S G

.D G

THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D)

LANDFILL IS CLOSED AND WILL NOT BE ACCEPTING ANY C&D WASTE

OR ASBESTOS WASTE.

THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION AT THE

LAMONT LANDFILL FACILITY IS CLOSED AND WILL NOT EXCEPT MSW

AT THE FACILITY.

ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR

SUB TITLE “D” LANDFILL LOCATED OFF OF THE INSTALLATION FOR

DISPOSAL OF C&D WASTE, ASBESTOS WASTE, MSW AND ALL OTHER

FORMS OF HAZARDOUS OR HARMFUL MATERIALS INCLUDING BUT

NOT LIMITED TO SLURRY FROM HORIZONTAL DIRECTIONAL DRILLING.

THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL

WASTE DISPOSED (C&D AND MSW) AND ALL MATERIALS RECYCLED

OFF FORT BRAGG. THE DEPARTMENT OF THE ARMY (DA) AND THE

NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NC

DEQ) REQUIRES MONTHLY AND ANNUAL REPORTING OF ALL

MATERIALS (WASTE AND RECYCLABLES) MANAGED BY FORT BRAGG.

THE FORT BRAGG ENVIRONMENTAL COMPLIANCE BRANCH, SOLID

WASTE/RECYCLING OFFICE IS RESPONSIBLE FOR COMPILING DATA

INTO MONTHLY DIRECTORATE REPORTS TO BE CONSOLIDATED INTO

REPORTS FOR THE DA AND THE NC DEQ. A PROVIDED FORM FROM

THE SOLID WASTE/RECYCLING OFFICE OR A CONTRACTOR FORM

SHALL BE FILLED OUT FOR ALL WASTES OR RECYCLABLES THAT ARE

HAULED OFF THE INSTALLATION WITH THE TYPE OF WASTE OR

RECYCLED MATERIAL, THE WEIGHT OF THE WASTE/MATERIAL (TONS

OR POUNDS) AND THE CERTIFIED FACILITY THE WASTE OR

RECYCLABLES WERE DELIVERED. THIS INFORMATION IS REQUIRED

TO BE SENT TO THE FORT BRAGG SOLID WASTE/RECYCLING OFFICE

BY THE SECOND FRIDAY OF EACH MONTH. EMAIL TO SHAWN HARDY

AT SHAWN.C.HARDY.CIV@MAIL.MIL

THE LAMONT LANDFILL RECYCLING AREA WILL ACCEPT RECYCLABLE

ITEMS.

- CONCRETE, BRICK, AND BLOCK

- SHALL BE TESTED AND FREE OF ANY ASBESTOS AND LEAD

BASED PAINT TO BE RECYCLED

- SHALL BE NO LARGER THAN 2' BY 2' PIECES OR EQUIVALENT

- SHALL HAVE MINIMAL AMOUNT OF DIRT IN LOAD

- SHALL HAVE MINIMAL AMOUNT OF ASPHALT

- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE

1) TREES, LIMBS

- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH

- NO STUMPS WILL BE ACCEPTED

- IF THE TREE HAS A LARGE DIAMETER (EXAMPLE 3 FT. DIA.) IT

SHALL BE CUT TO LENGTHS OF 3 FEET OR LESS

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD

- WILL ACCEPT GROUND WOOD CHIPS

- NO TRASH IN LOAD

2) PALLETS

- SERVICEABLE AND NON-SERVICEABLE PALLETS

3) SCRAP STEEL

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

4) SCRAP ALUMINUM

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

5) CARDBOARD TO BE RECYCLED

- CARDBOARD CAN BE TAKEN TO THE FORT BRAGG RECYCLING

CENTER AT BLDG 3-1240, BUTNER AND REILLY ROAD OR TO

THE LAMONT LANDFILL CARDBOARD DUMPSTER

- SHALL BE CLEAN OF TRASH, PLASTICS, STYROFOAM, WOOD,

METAL, ETC.

CONTACT YOUR GOVERNMENT REPRESENTATIVE OR THE SOLID

WASTE/RECYCLING PROGRAM AT 908-5881 OR 396-2295 FOR

ADDITIONAL GUIDANCE.

STATE LAW AND FORT BRAGG REGULATIONS REQUIRES COVERING

OF LOADS OF WASTE OR RECYCLABLES TO PREVENT LITTER.

ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO

HAVE THEIR CONTENTS INSPECTED WHILE PRESENT ON FORT

BRAGG.

NOTE: ALL RECYCLABLE MATERIALS GENERATED FROM A

CONSTRUCTION OR DEMOLITION JOB IS PROPERTY OF THE

GOVERNMENT UNLESS THE CONTRACT SPECIFIES THE CONTRACTOR

CAN RETAIN THE MATERIALS. RECYCLABLE MATERIALS INCLUDE

ITEMS SUCH AS HVAC UNITS (FREON REMOVED), AIR HANDLERS,

PIPING, METAL BEAMS, MOTORS, VALVES, COPPER WIRE, ETC.

THESE ITEMS SHALL BE TRANSPORTED TO THE DPW RECYCLING

CENTER (BUTNER AND REILLY ROAD) OR THE RECYCLING AREA AT

THE LAMONT LANDFILL FACILITY.

SOLID WASTE AND RECYCLING NOTES

APPLY FERTILIZER/LIME AT RATES AS DETERMINED BY LABORATORY SOIL

ANALYSIS OF SOILS AT THE JOB SITE. IN THE ABSENCE OF THE SOIL ANALYSIS,

APPLY SOIL AMENDMENTS AT THE RATES INDICATED IN STEPS 2 AND 3.

1. AREA WILL BE TILLED TO 4" DEPTH.

2. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET, OR 1.5 TONS PER

ACRE.

3. APPLY 10-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20

POUNDS PER 1000 SQUARE FEET. THE FERTILIZER SHOULD BE EITHER

SLOW TIME RELEASE OR APPLIED IN TWO APPLICATIONS, HALF AT TIME OF

PLANTING AND THE SECOND HALF AFTER PERMANENT SEED GERMINATES.

4. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES

OF SOIL PRIOR TO SEEDING.

5. SEED MIX AND RATE:

FORT BRAGG SEEDING SPECIFICATION

SITE AREA

DESCRIPTION

1) GROUND STABILIZATION *

STABILIZATION

TIME FRAME

PERIMETER DIKES,

SWALES, DITCHES

AND SLOPES

7 DAYS

STABILIZATION TIME

FRAME EXCEPTIONS

NONE

HIGH QUALITY

WATER (HQW)

ZONES

7 DAYS NONE

SLOPES STEPPER

THAN 3:1 7 DAYS

IF SLOPES ARE 10' OR LESS IN

LENGTH AND ARE NOT STEEPER

THAN 2:1, 14 DAYS ARE

ALLOWED.

SLOPES 3:1 OR

FLATTER 14 DAYS

7-DAYS FOR SLOPES GREATER

THAN 50 FEET IN LENGTH AND

WITH SLOPES STEEPER

THAN 4:1

ALL OTHER AREAS

WITH SLOPES

FLATTER THAN 4:1

14 DAYS

NONE (EXCEPT FOR

PERIMETERS AND

HQW ZONES)

* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY

BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE

COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(b))

MAINTENANCE DURING ESTABLISHMENT PERIOD

MAINTENANCE OF THE SEEDED AREAS SHALL INCLUDE PROTECTING

EMBANKMENTS AND DITCHES FROM SURFACE EROSION; MAINTAINING EROSION

CONTROL MATERIALS AND MULCH; PROTECTING INSTALLED AREAS FROM

TRAFFIC; MOWING; WATERING; AND POST-FERTILIZATION.

MOWING

A. TURF AREAS; TURF AREAS SHALL BE MOWED TO A MINIMUM 3-INCH

HEIGHT WHEN THE TURF IS A MAXIMUM 4 INCHES HIGH. CLIPPINGS

SHALL BE REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT

FROM REACHING THE GROUND SURFACE.

B. EROSION CONTROL AREAS: EROSION CONTROL AREAS SHALL BE

MOVED TO A MINIMUM 4 INCH HEIGHT WHEN THE PLANTS ARE

MAXIMUM 8 INCHES HIGH. CLIPPINGS SHALL BE REMOVED WHEN THE

AMOUNT CUT PREVENTS SUNLIGHT FROM REACHING THE GROUND

SURFACE.

POST-FERTILIZATION

AFTER THE PERMANENT GRASS HAS BEEN ACCEPTED, AND BETWEEN

THE DATES OF APRIL 15 AND OCTORBER 15, APPLY 425 POUNDS OF

FERTILIZER PER ACRE.

REPAIR OF REINSTALL

UNSATISFACTORY STAND OF GRASS PLANTS AND MULCH SHALL BE

REPAIRED OR REINSTALLED, AND ERODED AREAS SHALL BE REPAIRED

UNTIL A SATISFACTORY STAND OF GRASS RESULTS.

(Rv. 9 JUNE 2017)

TEMPORARY SEEDING

"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND 28 FEBRUARY 120 POUNDS

PER ACRE WINTER WHEAT (TRITICUM SPELTA)

"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST 65 POUNDS PER

ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA), OR FOX TAIL

MILLET (BRACHIARIA RAMOSUM)

PERMANENT SEEDING "COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER

AND 28 FEBRUARY 50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE

(FESTUCA ARUNDINACEA) 25 POUNDS PER ACRE COMMON ZOYSIA

"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST 50 POUNDS

PER ACRE KENTUCKY 31 TALL FESCUE (FESTUCA ARUNDINACEA) 25 POUNDS

PER ACRE COMMON ZOYSIA

STRAW MULCH: APPLY 4,000 POUNDS PER ACRE; LEAVING NO BARE SPOT LARGER

THAN A QUARTER. STRAW MUST BE STABILIZED BY EITHER USE OF EMULSIFIED

ASPHALT OR BY CRIMPING THE STRAW INTO THE GROUND.

EMULSIFIED ASPHALT: EMULSIFIED ASPHALT SHALL BE APPLIED AT A RATE

HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR; WITH

PARTICULAR ATTENTION PAID TO THE EDGES OF AREAS, CRESTS OF RIDGES,

AND BANKS TO PREVENT WIND DAMAGE.

CRIMPING: STRAW MAY BE CRIMPED WITH A MULCH ANCHORING TOOL OR A

WHEEL DISK WITH DULL BLADES SET NEARLY STRAIGHT MAY BE USED AS A

MULCH ANCHORING TOOL. CRIMPING IS NOT PERMITTED ON SLOPES

STEEPER THAN 3:1.

HYDROSEEDING: HYDROSEEDING SHALL ONLYBE ALLOWABLE ON SLOPES

STEEPER THAN 1 HORIZONTAL TO 1 VERTICAL. STEPS 1 THROUGH 4 MUST BE

COMPLETED PRIOR TO HYDROSEEDING. HYDROSEEDING SHOULD BE APPLIED IN

TOW APPLICATIONS. THE FIRST APPLICATION WILL CONSIST OF 13 OF THE MULCH

AND 23 OF THE SEED AND THE SECOND APPLICATION WILL CONSIST OF 23 OF THE

MULCH AND 13 OF THE SEED. THE MULCH WILL INCLUDE A TRACKIFIER AND WILL BE

APPLIED AT A RATE OF 2,000 POUNDS PER ACRE OR THE MANUFACTURER'S

RECOMMENDATION, WHICHEVER IS HIGHER.

6. EXEMPTIONS: SPECIAL USE AREAS, SUCH AS WETLANDS, RIPARIAN AREAS,

FLOODPLAINS, GENERAL OFFICER QUARTERS AND HISTORIC DISTRICT. CONTACT

THE FORT BRAGG WATER MANAGEMENT BRANCH (WMB) AT 910-396-2301/2823

WHEN SEEDING THESE AREAS.

7. UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE, THE WATER

MANAGEMENT BRANCH SHALL BE NOTIFIED TO INSPECT THE PROJECT. POC MR.

JACK WILSON AT 910-396-2301/2823.

NOTE: G.S. 113A-57 NO LAND-DISTURBING ACTIVITY SUBJECT TO THIS ARTICLE

SHALL BE UNDERTAKEN EXCEPT IN ACCORDANCE WITH THE FOLLOWING

MANDATORY REQUIREMENTS:

(1) PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED

WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)

FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT (FINAL

GRADE).

(2) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE

ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE

EROSION-CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT

EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF

GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR

PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO

RESTRAIN EROSION.

ALL PERIMETER DIKES, DITCHES, SWALES PERIMETER SLOPES OR SLOPES

STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED

TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS

PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS.

FORT BRAGG SEEDING SPECIFICATION (CONT.)

1. APPLICABLE CODES AND STANDARDS

ABBREVIATIONS TITLE EDITION

IBC INTERNATIONAL BUILDING CODE 2018

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2019

NFPA 70 NATIONAL ELECTRICAL CODE 2020

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2019

NFPA 101 LIFE SAFETY CODE 2018

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS CHANGE 1,

1 OCT 2020

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES CHANGE 6,

6 MAY 2021

UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS CHANGE 1, 19 AUG 2020

UFC 4-021-01 DESIGN AND O&M; MASS NOTIFICATION SYSTEMS CHANGE 1

JAN 2010

2. TYPE OF CONSTRUCTION (IBC 601)

BUILDING ELEMENT

TYPE OF

CONSTRUCTION

FIRE RESISTANCE

RATING

PRIMARY STRUCTURAL FRAME IIB 0 HR

BEARING EXTERIOR WALL IIB 0 HR

BEARING INTERIOR WALL IIB 0 HR

NON-BEARING EXTERIOR WALL IIB 0 HR

NON-BEARING INTERIOR WALL IIB 0 HR

FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS

AND JOISTS

IIB 0 HR

ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS

AND JOISTS

IIB 0 HR

3. CLASSIFICATION OF OCCUPANCY - MIXED WITHOUT SEPARATION

AREAS* OCCUPANCY IBC NFPA 101

CONFERENCE ROOM ASSEMBLY, GROUP A-3 303.1 6.1.2

OFFICES BUSINESS, GROUP B 304.1 6.1.11

5. MODIFIED ALLOWABLE HEIGHT (IBC 504)

OCCUPANCY BUILDING FACTOR MODIFIED ALLOWABLE HEIGHT (FT / STORY)

B B 75 / 4

4. BUILDING ALLOWABLE AREA - NONSEPARATED (IBC 506.2)

FLOOR /

USE

TABLE 506.2 (SF)

ACTUAL(SF)

RESTRICTING

OCCUPANCY

BASEMENT 69,000 3,940

6. INCIDENTAL USE AND OTHER PASSIVE FIRE PROTECTION

AREA REQUIRED RATING CODE

CORRIDOR NO RATING NFPA 101 SECTION 12.3.6 AND

39.3.6

BOILER/MECH. ROOM 0 HR SMOKE PARTITON NFPA 101 SECTION 12.3.2.1.2

7. BUILDING SEPARATION (IBC TABLE 602)

OCCUPANCY ELEVATION

RESTRICTIVE FIRE

SEPARATION

DISTANCE (FT)

FIRE RESISTIVE

RATING OF

EXTERIOR WALL

B, A, S NORTH/SOUTH/WEST/EAST > 30 NO RATING

8. OPENING PROTECTION FOR FIRE AND SMOKE RESISTIVE CONSTRUCTION

COMPONENT

FIRE DOOR

DUCT PENETRATIONS

OTHER

PENETRATIONS

NFPA 101

TABLE 8.3.3.2.2

/NFPA 90

1 HR FIRE BARRIER 3/4 HR 1-1/2 HR FIRE DAMPER ONLY ON

TRANSFER DUCTS IN H OCCUPANCIES

1 HR NFPA 101 TABLE

8.3.3.2.2 /NFPA 90

5.3

9. OCCUPANT LOAD SUMMARY (UFC 3-600 -01 10.3 NFPA 101 TABLE 7.3.1.2)

FLOOR FUNCTION OF SPACE AREA (SF)

REFERENCE

OCCUPANTS

BASEMENT BUSINESS, EQUIP. SPACES 3,940 SEE G-101 44

GROUND BUSINESS, ASSEMBLY, EQUIP. SPACES 8,320 SEE G-102 105

BUILDING 20,580 275

11. OCCUPANT LOAD SUMMARY AND MINIMUM EXITS FROM FLOOR

FLOOR GROSS AREA (SF) OCCUPANTS

REQUIRED EXITS

(NFPA 101)

REQUIRED EXIT SEPARATION

(NFPA 101 7.5.1.3.3)

DIAGONAL /

DIAGONAL / PROVIDED

BASEMENT 3,940 25 2 (7.4.1.2) 96' / 58' / 73'

13. MINIMUM EGRESS WIDTHS

COMPONENT REQUIREMENT WIDTH (IN) NFPA 101

DOORS IN EGRESS ACCESS PER COMPONENT 32 SECTION 7.2.1.2.3.2

CORRIDOR SERVING 50 OR MORE OCCUPANTS MINIMUM 44 SECTION 12.2.3.8

CORRIDOR SERVING LESS THAN 50 OCCUPANTS MINIMUM 36

OTHER LEVEL EGRESS COMPONENTS PER PERSON 0.2 TABLE 7.3.3.1

14. MINIMUM INTERIOR FINISH RATINGS (NFPA, TABLE A.10.2.2)

OCCUPANCY EXITS

EXIT ACCESS

CORRIDORS

OTHER SPACES

BUSINESS CLASS C CLASS C CLASS C

ASSEMBLY CLASS B CLASS C CLASS C

15. FIRE SUPPRESSION REQUIREMENTS (UFC 3-600-01 9-7.2, 9-10, 9-17)

SPRINKLERS STANDPIPE FIRE EXTINGUISHERS

SPRINKLERS PROVIDED

THROUGHOUT THE BUILDING

NOT REQUIRED PROVIDED PER NFPA 101 - 38.3.5

AND 9.9

16. FIRE ALARM REQUIREMENTS (UFC 3-600-01, 9-18)

MANUAL INITIATION AUTOMATIC INITIATION OCCUPANT NOTIFICATION

MANUAL FIRE ALARM PULL

STATIONS PROVIDED AT EXITS

FLOW AND TAMPER SWITCHES,

SPOT SMOKE DETECTORS AT

ALARM PANELS AND DUCT SMOKE

DETECTORS PROVIDED

VOICE MESSAGING, WHITE FIRE

ALARM/MASS NOTIFICATION

STROBES

17. SMOKE MANAGEMENT SYSTEMS

SMOKE CONTROL SYSTEM SMOKE AND HEAT VENTS PASSIVE SMOKE MANAGEMENT

NOT REQUIRED NOT REQUIRED SMOKE PARTITIONS WHERE

NOTED

STAIRS

1 HR

1 HR N/A N/A NFPA 101 TABLE

8.3.3.2.2 /NFPA 90

5.3

ELEV. / ELEV. MACHINE

ROOM

1 HR

1 HR N/A N/A NFPA 101 TABLE

8.3.3.2.2 /NFPA 90

5.3

GROUND 8,320 72 2 (7.4.1.2) 173' / 58' / 78'

SLOPED EGRESS COMPONENTS PER PERSON 0.3 TABLE 7.3.3.1

UPPER 69,000 8,320

TOTAL 20,580BUILDING

10. EXIT CAPACITY

NO. LEVEL OCCUPANTS REQUIRED PROVIDED

EXITS LOAD CAPACITY CAPACITY

(PERSONS) (PERSONS)

2 BASEMENT 25 25 440 DOORS

333 STAIRS

3 GROUND 72 72 540 DOORS

3 UPPER 72 72 600 DOORS

547 STAIRS

UPPER BUSINESS, EQUIP. SPACES, ASSEMBLY, STORAGE 8,320 SEE G-103 126

MECH., ELEC., TELEPHONE EQUIP. INCIDENTAL USES 509

SMALL STORAGE ROOMS ACCESSORY USEB 508.2

GROUND 69,000 8,320

BUSINESS

UPPER 8,320 72 2 (7.4.1.2) 173' / 58' / 78'

12. COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS (NFPA 101, TABLE A7.6)

OCCUPANCY COMMON PATH LIMIT (FT) DEAD END LIMIT (FT) TRAVEL DISTANCE LIMIT (FT)

ASSEMBLY 20 FOR > 50 PERSONS

75 FOR < = 50 PERSONS

20 250

BUSINESS 100 50 300

12. COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS (NFPA 101, TABLE A7.6)

OCCUPANCY COMMON PATH LIMIT (FT) DEAD END LIMIT (FT) TRAVEL DISTANCE LIMIT (FT)

ASSEMBLY 20 FOR > 50 PERSONS

75 FOR < = 50 PERSONS

20 250

BUSINESS 100 50 300

ABA ARCHITECTURAL BARRIERS ACT STANDARDS 2015

FT BRAGG FT BRAGG INSTALLATION DESIGN GUIDE 2018

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

C T

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

J O

N E

R A

N K

L I

U I T

R A

L E

I G

A X

L I C

E N

S E

R E

A D

D V

E R

T I S

A N

S I

CONTROLLED UNCLASSIFIED INFORMATION

U S

R M

O R

N G

I N

E E

R S

L I N

G T

V E

W I L

M I N

G T

O N

O R

O L

I N

W I L

M I N

G T

T R

I C

F O

G G

O R

O L I N

R E

N O

V A

U I L D

I N

J S

O C

M A

R C

US Army Corps of Engineers

J M

R D

R B

W P

M B

F I L

CONTROLLED UNCLASSIFIED INFORMATION

GI005

C O

L Y

S I S

G D

2 3 54

6.7

OCCUPANT LOAD

BUSINESS USE 3,586 SF / 150 SF = 24 PERSONS

EQUIPEMENT SPACES 354 SF / 500 SF PERSON = 1 PERSON

TOTAL BASEMENT OCC. LOAD = 25 OCCUPANTS

TD=64'

CPT=38'

54"

STAIR

44"

DOOR

46"

STAIR

44"

DOOR

LIFE SAFETY LEGEND:

EGRESS TRAVEL PATH

EXIT SIGN

SMOKE RESISTANT PARTITION

DIRECTIONAL EXIT SIGN

1-HOUR FIRE BARRIER

CPT

DENOTES DEAD END

DENOTES COMMON PATH

DENOTES TRAVEL DISTANCE

TRAVEL DISTANCE START

COMMON PATH END

MECHANICAL / ELECTRICAL / TELEPHONE

EQUIPMENT SPACE

500 SQ FT GROSS PER PERSON

OFFICES

150 SQ FT GROSS PER PERSON

13 13

32"

42 OCCUPANTS USING

OCCUPANT CAPACITY

PROVIDED WIDTH

TD=73'

CPT=27'

FE 10 lb FIRE EXTINGUISHER IN

CABINET, TYPE ABC

STAIR 01

ST01

STAIR 02

MECHELECT

016 014

011A

009 008

0 4 8 16' 1/8" = 1'-0"

TRUE NORTH -13°

FROM PLAN

NORTH

1/8" = 1'-0"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

J O

N E

R A

N K

U I T

R A

L E

I G

A X

L I C

E N

R E

A D

D V

E R

T I S

A N

S I

CONTROLLED UNCLASSIFIED INFORMATION

U S

R M

O R

N G

I N

E E

R S

L I N

G T

W I L

M I N

G T

O N

O R

O L

I N

W I L

M I N

G T

T R

I C

F O

G G

O R

O L I N

R E

N O

V A

I L D

I N

J S

O C

M A

R C

US Army Corps of Engineers

J M

R D

R B

W P

M B

F I

CONTROLLED UNCLASSIFIED INFORMATION

0 4 8 16' 1/8" = 1'-0"

TRUE NORTH -13°

FROM PLAN

NORTH

1/8" = 1'-0"F2

BASEMENT LIFE SAFETY PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

J O

N E

R A

N K

U I T

R A

L E

I G

A X

L I C

E N

R E

A D

D V

E R

T I S

A N

S I

CONTROLLED UNCLASSIFIED INFORMATION

U S

R M

O R

N G

I N

E E

R S

L I N

G T

W I L

M I N

G T

O N

O R

O L

I N

W I L

M I N

G T

T R

I C

F O

G G

O R

O L I N

R E

N O

V A

I L D

I N

J S

O C

M A

R C

US Army Corps of Engineers

J M

R D

R B

W P

M B

F I

CONTROLLED UNCLASSIFIED INFORMATION

GI006

B A

S E

M E

A F

E T

L A

G D

2 3 54

7 8 9 10 11 12 136.7

UP DN

UP UP

44"

DOOR

32"

DOOR

32"

DOOR

LIFE SAFETY LEGEND:

EGRESS TRAVEL PATH

EXIT SIGN

SMOKE RESISTANT PARTITION

DIRECTIONAL EXIT SIGN

1-HOUR FIRE BARRIER

CPT

DENOTES DEAD END

DENOTES COMMON PATH

DENOTES TRAVEL DISTANCE

TRAVEL DISTANCE START

COMMON PATH END

ASSEMBLY USE - LESS CONCENTRATED

15 SQ FT NET PER PERSON

MECHANICAL / ELECTRICAL / TELEPHONE

EQUIPMENT SPACE

500 SQ FT GROSS PER PERSON

OFFICES

150 SQ FT GROSS PER PERSON

TD=74'

CPT=48'

TD=64'

CPT=14'

CPT=27'

TD=76'

CPT=58'

TD=113'

TD=72'

CPT=17'

OCCUPANT LOAD

BUSINESS USE 7,648 SF / 150 SF = 51 PERSONS

EQUIPEMENT SPACES 672 SF / 500 SF PERSON = 1 PERSON

ASSEMBLY USE 306 SF / 15 SF PERSON = 20 PERSONS

TOTAL 1ST FLOOR OCC. LOAD = 72 OCCUPANTS

32"

42 OCCUPANTS USING

OCCUPANT CAPACITY

PROVIDED WIDTH

MENS

SHOWER

108A

WOMENS

SHOWER

109A

EMERGENCY

EXIT

ENTRY

BUYERS

MECH

ROOM

OPEN

STAIR 02 STAIR 03

ELECT

COMM

OPEN OFFICE

OFFICE

103B

MENS

OFFICE

103A

CORRIDOR

MMD 21 PAX

CHIEF

SEA

WOMEN

LOGISTICS

DEVELOPMENT

CENTER 10

PAX

VTC CONF

OPEN

FACP

FE 10 lb FIRE EXTINGUISHER IN

CABINET, TYPE ABC

0 4 8 16' 1/8" = 1'-0"

TRUE NORTH -13°

FROM PLAN

NORTH

1/8" = 1'-0"

0 4 8 16' 1/8" = 1'-0"

TRUE NORTH -13°

FROM PLAN

NORTH

1/8" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

J O

N E

R A

N K

U I T

R A

L E

I G

A X

L I C

E N

R E

A D

D V

E R

T I S

A N

S I

CONTROLLED UNCLASSIFIED INFORMATION

U S

R M

O R

N G

I N

E E

R S

L I N

G T

W I L

M I N

G T

O N

O R

O L

I N

W I L

M I N

G T

T R

I C

F O

G G

O R

O L I N

R E

N O

V A

I L D

I N

J S

O C

M A

R C

US Army Corps of Engineers

J M

R D

R B

W P

M B

F I

CONTROLLED UNCLASSIFIED INFORMATION

GI007

F I R

A F

E T

L A

G D

G N

2 3 54

7 8 9 10 11 12 136.7

LIFE SAFETY LEGEND:

EGRESS TRAVEL PATH

EXIT SIGN

SMOKE RESISTANT PARTITION

DIRECTIONAL EXIT SIGN

1-HOUR FIRE BARRIER

CPT

DENOTES DEAD END

DENOTES COMMON PATH

DENOTES TRAVEL DISTANCE

TRAVEL DISTANCE START

COMMON PATH END

54"

STAIR

44"

DOOR

54"

STAIR

44"

DOOR

56"

STAIR

32"

DOOR

ASSEMBLY USE - LESS CONCENTRATED

15 SQ FT NET PER PERSON

MECHANICAL / ELECTRICAL / TELEPHONE

EQUIPMENT SPACE

500 SQ FT GROSS PER PERSON

STORAGE SPACE

500 SQ FT GROSS PER PERSON

OFFICES

150 SQ FT GROSS PER PERSON

TD=85'

TD=79'

CPT=29'

TD=60'

OCCUPANT LOAD

BUSINESS USE 7,426 SF / 150 SF = 50 PERSONS

EQUIPEMENT SPACES 289 SF / 500 SF PERSON = 1 PERSON

STORAGE USE 304 SF / 500 SF PERSON = 1 PERSONS

ASSEMBLY USE 301 SF / 15 SF PERSON = 20 PERSONS

TOTAL 2ND FLOOR OCC. LOAD = 72 OCCUPANTS

32"

24 OCCUPANTS USING

OCCUPANT CAPACITY

PROVIDED WIDTH

STAIR 03

WOMENS

SHOWER

215A

MENS

SHOWER

214A

CPT=29'

STAIR 02 STAIR 03

HQ 2 PAX

HQ CONF

ROOM 19 PAX

MECH

ROOM

MEN

CORRIDOR

ENGINEERING

CMD

CHIEF

ELECT

JLOC 23 PAX

NCOIC

VTC CONF

ROOM

HQ 2 PAX

STORAGE

HQ 2 PAX

CIV

STORAGE

HQ 2 PAX

SEA

DIR

WOMEN

FE 10 lb FIRE EXTINGUISHER IN

CABINET, TYPE ABC

0 4 8 16' 1/8" = 1'-0"

TRUE NORTH -13°

FROM PLAN

NORTH

1/8" = 1'-0"

0 4 8 16' 1/8" = 1'-0"

TRUE NORTH -13°

FROM PLAN

NORTH

SECOND FLOOR LIFE SAFETY PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

J O

N E

R A

N K

U I T

R A

L E

I G

A X

L I C

E N

R E

A D

D V

E R

T I S

A N

S I

CONTROLLED UNCLASSIFIED INFORMATION

U S

R M

O R

N G

I N

E E

R S

L I N

G T

W I L

M I N

G T

O N

O R

O L

I N

W I L

M I N

G T

T R

I C

F O

G G

O R

O L I N

R E

N O

V A

I L D

I N

J S

O C

M A

R C

US Army Corps of Engineers

J M

R D

R B

W P

M B

F I

CONTROLLED UNCLASSIFIED INFORMATION

GI008

S E

C O

A F

E T

L A

G D

G N

D S

COCO

TOP=273.92'

INV=267.05'-15"RCP

TOP=275.23'

INV=268.28'-8"PVC

INV=268.13'-6"PVC

INV=270.42'-6"UNK

INV=268.04'-15"RCP

OEU

ASPHALT

CONC

BLDG 3-1947

CANOPY

STAIRS

CONC WALL

E D

DCO CPE

BLDG

CONC

STAIRS

ELB ON CONC PAD

CHILLER

CHILLED WATER LINE

DIESEL TANK

VALVE

GRAVEL

LS TIMBERS

PIV

SHED

9"CONC WALL

H-FRAME STRUCTURE

HOLDS OVERHEAD CONDIUT

FFE=276.73'

CANOPY

TOP=264.53'

INV=256.19'-18"RCP

OEU

INV=256.31'-18"RCP

TOP=265.62'

INV=257.47'-18"RCP

OEU

INV=257.37'-18"RCP

INV=261.08'-15"RCP

TOP=265.44'

INV=261.38'-15"RCP

INV=267.69'-15"RCP

SAN

TOP=271.67'

INV=257.12'-8"PVC

INV=257.89'-6"PVCINV=257.22'-8"PVC

OEU

TOP=275.55'

INV=257.99'-6"PVC

INV=267.73'-6"PVC

INV=267.81'-6"PVC

INV=259.87'-6"PVC

OEU

TOP=275.63'

INV=257.82'-8"PVC

INV=259.61'-6"PVC INV=265.93'-6"PVC

INV=259.66'-6"PVC

INV=259.83'-6"PVC

INV=271.67'-12"RCP

TRANSFORMER

SHUGHART W

E-G

E-GIS

E-G

E-GIS

E-G

E-GIS

E-G

E-GIS

W-GIS

W -G

W-GIS

W -G

-G

W -G

-G

W -G

W-GIS

E-G

E-GIS

E-G

APPROXIMATE LOCATION

OF GENERATOR

EXISTING CONDITIONS PLAN

SCALE: 1"=30'F1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

D, S

H , N

-3

) 8

-7

F -0

D Y

CONTROLLED UNCLASSIFIED INFORMATION

, N O

N A

-1

7, J

2, S

C -0

-2

C H

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N G

N , N

O R

N D

2P M

VF101

G C

O N

D . S

M . M

M . B

R . D

O W

S VF

D G

PK NAIL

N=514,367.839' E=1,998,436.248'

EL=275.428'

60D NAIL

N=514,551.484' E=1,998,492.963'

EL=272.098'

60D NAIL

N=514,322.799' E=1,998,248.984'

EL=276.626'

60D NAIL

N=514,479.885' E=1,998,222.634'

EL=274.829'

60D NAIL

N=514,504.631' E=1,998,437.058'

EL=275.188'

LEGEND:

I, BRUCE D. BEAVERS, CERTIFY THAT THIS SURVEY WAS COMPLETED UNDER

MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER

MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED AT THE 95% PERCENT

CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;

THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A

TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA, AND THAT THE

FIELD DATA WAS COMPLETED ON NOVEMBER 17, 2020; THAT THE SURVEY MAPPING WAS

COMPLETED ON NOVEMBER 19, 2020; AND ALL COORDINATES ARE BASED ON NC

'NAD 83'/2011 AND ALL ELEVATIONS ARE BASED ON NAVD 88.

BRUCE D. BEAVERS PLS L-3451

NOTES:

1. THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC FEATURES AND

INFORMATION ONLY AND IS NOT TO BE USED FOR BOUNDARY OR PROPERTY

OWNERSHIP INFORMATION.

2. THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OF NOVEMBER 17, 2020.

3. SURVEYED BY: STANTEC CONSULTING SERVICES INC.

4. SURVEY DATE: NOVEMBER 19, 2020

5. HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US SURVEY FEET.

6. VERTICAL DATUM: NAVD 88, GEOID 12A.

7. THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE LOCATION

OF ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON OR NEAR THE PROPERTY.

WETLAND FLAGS LOCATED WERE PLACED BY OTHERS.

8. NON GRAVITY UNDERGROUND UTILITIES WERE NOT DESIGNATED OR SURVEYED FOR THIS PROJECT..

CONC

INV

PVC

RCP

UNK

OEU

FES

PIV

ELB

SEWER MANHOLE

TELEPHONE MANHOLE

LIGHTPOLE

SIGN

SURVEY CONTROL

ROOF DRAIN

WATER VALVE

FIRE DEPARTMENT CONNECTION

FIRE HYDRANT

ELECTRIC BOX

CABLE PEDESTAL

BOLLARD

TRANSFORMER

WATER METER

MONITORING WELL

SEWER CLEANOUT

GROUNDING ROD

CONCRETE

INVERT

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

UNKNOWN

OTHER END UNKNOWN

FLARED END SECTION

POST INDICATOR VALVE

LANDSCAPE

ELECTRIC BOX

SANITARY SEWER

STORM PIPE

SURVEY CONTROL

POINTS:

B…

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File details come from the government source that posted it. Updated Mar 24, 2022.