SC-00009-19_Renovate Building 3-3045 JSOC-RTA Plans.pdf

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READY TO ADVERTISE

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US Army Corps of Engineers

READY TO ADVERTISE

FORT BRAGG, NORTH CAROLINA

RENOVATE BUILDING 3-3045, JSOC

FY19, SC-00009-19

ISSUE DATE: 04 AUGUST 2020

WILMINGTON DISTRICT

LOCATION MAP

ROCKINGHAM

LAURINBURG

FAYETTEVILLE

FORT BRAGG

VICINITY MAP

PROJECT SITE

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COLLINS ST.

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ARCHITECTURAL MECHANICAL

PLUMBING

ELECTRICALCIVIL

CONTRACT NO.: W912HN19D2000

SOLICITATION NO.: W912PM20R0021

801 JONES FRANKLIN ROAD, SUITE 300

RALEIGH, NC 27606-3394

(919) 851-6866

(919) 851-7024 FAX

LICENSE # F-0672

FIRE

PROTECTION

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TELECOMMUNICATIONS

CHARLOTTE | 704.295.4263

705 EAST MOREHEAD STREET, 28202

NC License No: C-2848

8/03/2020 08/04/2020

FOR OFFICIAL USE ONLY

TITLESHEET ID. SHEET ID. SHEET ID.

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ARCHITECTURE

AD101 FIRST FLOOR PLAN - DEMOLITION

AD102 SECOND FLOOR PLAN - DEMOLITION

AD103 FIRST FLOOR REFLECTED CEILING PLAN - DEMOLITION

AD104 SECOND FLOOR REFLECTED CEILING PLAN - DEMOLITION

A-101 FIRST FLOOR PLAN - CONSTRUCTION

A-102 SECOND FLOOR PLAN - CONSTRUCTION

A-103 FIRST FLOOR REFLECTED CEILING PLAN - CONSTRUCTION

A-104 SECOND FLOOR REFLECTED CEILING PLAN - CONSTRUCTION

A-301 BUILDING SECTION: STAIR 102

A-302 BUILDING SECTIONS AND DETAILS AT EXTERIOR ENTRY

A-401 RESTROOM RENOVATION PLANS

A-402 RESTROOM RENOVATION DETAILS

A-403 RESTROOM RENOVATION ELEVATIONS

A-404 RESTROOM RENOVATION ELEVATIONS

A-601 DOOR SCHEDULE

A-602 ROOM FINISH SCHEDULE AND FINISH LEGEND

A-603 EXISTING FURNITURE SCHEDULE

PLUMBING

P-001 PLUMBING - GENERAL NOTES AND LEGENDS

PD101 PLUMBING - FIRST FLOOR PLAN - DEMOLITION

PD102 PLUMBING - SECOND FLOOR PLAN - DEMOLITION

PL121 PLUMBING - FIRST FLOOR PLAN

PL122 PLUMBING - SECOND FLOOR PLAN

P-501 PLUMBING - DETAILS

P-601 PLUMBING - SCHEDULES

MECHANICAL

M-001 MECHANICAL - GENERAL NOTES AND LEGENDS

MD101 MECHANICAL - FIRST FLOOR PLAN - DEMOLITION

MD102 MECHANICAL - SECOND FLOOR PLAN - DEMOLITION

MH101 MECHANICAL - FIRST FLOOR PLAN - NEW WORK

MH102 MECHANICAL - SECOND FLOOR PLAN - NEW WORK

MP101 MECHANICAL - FIRST FLOOR PLAN - PIPING

MP102 MECHANICAL - SECOND FLOOR PLAN - PIPING

M-501 MECHANICAL - DETAILS

M-502 MECHANICAL - DETAILS

M-503 MECHANICAL - DETAILS

M-504 MECHANICAL - DETAILS

M-601 MECHANICAL - SCHEDULES

M-602 MECHANICAL - SCHEDULES

M-701 MECHANICAL - DDC CONTROLS COVER SHEET

M-702 MECHANICAL - DDC CONTROLS

M-703 MECHANICAL - DDC CONTROLS

M-704 MECHANICAL - DDC CONTROLS

M-705 MECHANICAL - DDC CONTROLS

M-706 MECHANICAL - DDC CONTROLS

M-707 MECHANICAL - DDC CONTROLS

M-708 MECHANICAL - OUTDOOR AIR CALCULATIONS

ELECTRICAL

E-001 ELECTRICAL - GENERAL NOTES AND LEGENDS

E-002 ELECTRICAL - GENERAL NOTES AND LEGENDS

E-003 ELECTRICAL - GENERAL NOTES AND LEGENDS

ED101 ELECTRICAL - FIRST FLOOR PLAN - DEMOLITION - LIGHTING

ED102 ELECTRICAL - FIRST FLOOR PLAN - DEMOLITION - POWER

ED103 ELECTRICAL - SECOND FLOOR PLANS - DEMOLITION

EL101 ELECTRICAL - FIRST FLOOR PLAN - LIGHTING

EL102 ELECTRICAL - SECOND FLOOR PLAN - LIGHTING

EP101 ELECTRICAL - FIRST FLOOR PLAN - POWER

EP102 ELECTRICAL - SECOND FLOOR PLAN - POWER

E-501 ELECTRICAL - DETAILS

E-502 ELECTRICAL - DETAILS

E-503 ELECTRICAL - DETAILS

E-601 ELECTRICAL - DEMOLITION RISER

E-602 ELECTRICAL - NEW RISER

E-603 ELECTRICAL - SCHEDULES

E-604 ELECTRICAL - SCHEDULES

E-605 ELECTRICAL - SCHEDULES

E-606 ELECTRICAL - SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS - GENERAL NOTES AND LEGENDS

TD101 TELECOMMUNICATIONS - FIRST FLOOR PLAN - DEMOLITION

TD102 TELECOMMUNICATIONS - SECOND FLOOR PLAN - DEMOLITION

TN101 TELECOMMUNICATIONS - FIRST FLOOR PLAN - DATA NETWORK

TN102 TELECOMMUNICATIONS - SECOND FLOOR PLAN - DATA NETWORK

T-501 TELECOMMUNICATIONS - DETAILS

T-502 TELECOMMUNICATIONS - DETAILS

T-503 TELECOMMUNICATIONS - DETAILS

T-601 TELECOMMUNICATIONS - RISER DIAGRAM

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GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 FORT BRAGG CANTONMENT AND PROJECT LOCATION MAP

G-004 GENERAL CONSTRUCTION NOTES

G-005 GENERAL CONSTRUCTION NOTES

GC001 LIMITS OF CONSTRUCTION AND STAGING/LAYDOWN AREA PLAN

TITLE TITLE

CIVIL

VF101 EXISTING CONDITIONS PLAN

CG101 EROSION AND SEDIMENT CONTROL PLAN

C-501 SITE DETAILS

C-502 SITE DETAILS

GENERAL INFORMATION

GI001 LIFE SAFETY CODE REVIEW

GI002 LIFE SAFETY PLAN

FIRE PROTECTION

FP101 FIRST FLOOR - EXISTING FIRE PROTECTION PLAN

FP102 SECOND FLOOR - EXISTING FIRE PROTECTION PLAN

8/03/2020

ROAD CLOSED WITH GATES

OR BARRIERS

MAJOR ROADS

STREETS

RAILROADS

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INTERSTATE ROUTE

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USACE SOCOM RESIDENT OFFICE

BLDG. NO. 2-2414 WOODRUFF ST.

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

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BUILDING NO. 3-1631

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LAMONT ROAD

BORROW PIT

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PROJECT LOCATION

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PROJECT LOCATION MAP

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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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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 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 IDC, 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. NO KNOWN ASBESTOS EXISTS WITHIN THIS PROJECT AREA. IF CONTRACTOR SUSPECTS

ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE PRESENT HE SHALL NOTIFY THE

CONTRACTING OFFICER'S REPRESENTATION 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. BILL CANNON AT (910) 818-3204.

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. PROJECT CONSTRUCTION SHALL BE PHASED BY FLOOR. CONTRACTOR SHALL START SECOND

FLOOR IMPROVEMENTS FIRST AND SHALL ENSURE SAFE EGRESS AT ALL TIMES FOR ALL

PERSONNEL ENTERING AND EXITING THE BUILDING. 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.

C. EXCESS BORROW MATERIAL SHALL BE DISPOSED OFF OF FORT BRAGG.

A. CONTRACTOR, IF HE SO CHOOSES, SHALL BE PERMITTED TO INSTALL TEMPORARY FENCING

WITHIN THE GENERAL PROJECT SITE. 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.

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 JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL OR FAX TO (910)396-4188, ATTN: SOLID

WASTE OFFICE.

· 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.

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

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

AND, ASBESTOS WASTE. THE MUNICIPAL SOLID WASTE (MSW)

TRANSFER STATION AT THE LAMONT LANDFILL FACILITY IS CLOSED

AND WILL NOT ACCEPT MSW AT THE FACILITY.

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

SUB TITLE “D” LANDFILL OFF FORT BRAGG FOR THE DISPOSAL OF

C&D, ASBESTOS WASTE, AND MSW.

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

SUB TITLE “D” LANDFILL OFF FORT BRAGG FOR THE DISPOSAL OF

C&D, 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 AND 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 WITH THE TYPE OF WASTE OR RECYCLED MATERIAL, THE

WEIGHT OF THE WASTE/MATERIAL (TONS OR POUNDS) AND THE

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 JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL

OR FAX TO (910)396-4188, ATTN: SOLID WASTE OFFICE.

THE LAMONT LANDFILL FACILITY WILL ACCEPT RECYCLABLES ITEMS.

1) CONCRETE, BRICK AND BLOCK

- SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED

PAINT TO BE RECYCLED

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

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD

- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE

2) TREES, LIMBS AND STUMPS

- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH

- 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 OR IN STUMP

ROOTS

- WILL EXCEPT GROUND WOOD CHIPS

- LOADS SHALL BE FREE OF TRASH

3) PALLETS

- SERVICEABLE AND NON-SERVICEABLE PALLETS

4) SCRAP STEEL

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

5) SCRAP ALUMINUM

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

6) CARDBOARD TO BE RECYCLED

- A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD

- ALSO CARDBOARD CAN BE TAKEN TO THE FORT BRAGG

RECYCLING CENTER AT BLDG 3-1240, BUTNER AND REILLY

ROAD

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

TRASH, ETC.

7) ALL RECYCLABLE MATERIALS FROM A CONSTRUCTION OR

DEMOLITION JOB IS PROPERTY OF THE GOVERNMENT UNLESS

THE CONTRACT SPECIFIES THAT THE CONTRACTOR CAN OBTAIN

THE MATERIALS. ITEMS SUCH AS HVAC UNITS (FREON REMOVED),

AIR HANDLERS, PIPING, METAL BEAMS, MOTORS, VALVES, COPPER

WIRE, ETC. THESE TYPES OF ITEMS SHALL BE TRANSPORTED TO

DPW RECYCLING CENTER OR THE RECYCLING AREA AT THE

LAMONT LANDFILL FACILITY.

A LANDFILL USAGE PERMIT, FOR CONTRACTORS, SHALL BE

OBTAINED FROM THE DIRECTORATE OF PUBLIC WORKS,

ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING

PROGRAM AT BLDG 3-1137, (910) 432-6412.

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 BE

INSPECTED OF THEIR CONTENTS WHILE BEING PRESENT ON FORT

BRAGG.

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

OF THE MULCH

AND

OF THE SEED AND THE SECOND APPLICATION WILL CONSIST OF

OF THE

MULCH AND

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.)

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BLDG. 3-3045

PROJECT LIMITS

STAGING/LAYDOWN

AREA

BLDG. 3-3046

BLDG. 3-2847

BLDG.

3-2647

BLDG. 3-2744

BLDG.

3-3242

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PROPOSED GAS,

SEE CG101

GENERATOR, SEE

ELECTRICAL PLANS EP101

CHILLER, SEE MECHANICAL

PLANS MH101

TRANSFORMER PAD, SEE

ELECTRICAL PLANS EP101

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50'

50' 150'

1"=50' N

SHEET NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR REMOVING EXTERIOR LIGHTING

CIRCUITS FROM THE INTERIOR PANEL TO 5 FEET OUTSIDE OF BUILDING

FOOTPRINT. THE REMAINING EXTERIOR ELECTRICAL WORK WILL BE

PERFORMED BY SANDHILLS UTILITY SERVICE (SUS). SUS SHALL REMOVE

THE EXISTING PARKING LOT LIGHTING TO INCLUDED POLES AND

FIXTURES TO BE REPLACED WITH NEW POLES, FIXTURES AND LED

LIGHTS.

2. CONTRACTOR SHALL FILE A SERVICE REQUEST TO FORT BRAGG DPW

AT 910-396-0325 TO HAVE UNDERGROUND UTILITIES LOCATED AND

DIGGING PERMIT(S) PRIOR TO DIGGING.

3. EXISTING CONDITIONS SHOWN PER GIS ARE APPROXIMATE. GIS DATA IS

FROM THE FORT BRAGG GIS DATABASE. CONTRACTOR SHALL FIELD

VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES

PRIOR TO START OF ANY CONSTRUCTION WORK.

4. SITE DISTURBANCE CAUSED BY SUS SHALL BE COORDINATED

SEPARATELY BY THOSE ENTITIES WITH DPW WATER MANAGEMENT

BRANCH.

5. SEE VF101 AND CIVIL DRAWINGS FOR GAS LINE EXISTING CONDITIONS

SURVEY AND CONSTRUCTION, RESPECTIVELY.

LIMITS OF CONSTRUCTION AND STAGING/LAYDOWN AREA PLAN

SCALE: 1"=50'

B3

SHEET LEGEND:

ASPHALT

LIGHT POLELP

PROJECT LIMITS

STAGING/LAYDOWN AREA

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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 2017

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2019

NFPA 101 LIFE SAFETY CODE 2018

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS JUNE 2016

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES CHANGE 2,

25-MAR-2018

UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS 12 DEC 2018

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 A 75 / 3

4. BUILDING ALLOWABLE AREA - NONSEPARATED (IBC 506.2)

FLOOR /

USE

TABLE 506.2 (SF)

ACTUAL(SF)

RESTRICTING

OCCUPANCY

1 - BUSINESS 92,000 8,487

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

LEVEL 1 BUSINESS 8,487 SEE GI002 57

LEVEL 2 BUSINESS 7,515 SEE GI002 50

BUILDING 16,974 172

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

LEVEL 1 8,487 57 2 (7.4.1.2) 194' / 65' / 66'

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

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 NOT REQUIRED

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

2 - ASSEMBLY

28,500 1,771

ASSEMBLY

TOTAL 8,487

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

LEVEL 2 8.487 115 2 (7.4.1.2) 194' / 65' / 66'

SLOPED EGRESS COMPONENTS PER PERSON 0.3 TABLE 7.3.3.1

2 - BUSINESS 92,000 7,515

2 TOTAL 8,487

TOTAL 16,974BUILDING

10. EXIT CAPACITY

EXIT NO. COMPONENT PERSONS USING REQUIRED WIDTH (IN) PROVIDED

WIDTH (IN) CAPACITY (PERSONS)

FIRST FLOOR:

E1 DOOR 33 32 CLEAR 32 CLEAR 160

E2 DOOR 15 32 CLEAR 32 CLEAR 160

E3 DOOR 15 32 CLEAR 32 CLEAR 160

E4 DOOR 15 32 CLEAR 32 CLEAR 160

E5 DOOR 12 32 CLEAR 32 CLEAR 160

E6 DOOR 31 32 CLEAR 32 CLEAR 160

E7 DOOR 51 32 CLEAR 32 CLEAR 160

SECOND FLOOR:

E1 DOOR 33 32 CLEAR 32 CLEAR 160

STAIR 33 36 52 173

E2 DOOR 51 32 CLEAR 32 CLEAR 160

STAIR 51 36 45 150

E3 DOOR 19 32 CLEAR 32 CLEAR 160

STAIR 31 36 52 173

E4 DOOR 12 32 CLEAR 32 CLEAR 160

BUSINESS

LEVEL 2 ASSEMBLY 972 SEE GI002 65

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A

08/04/2020

E2

E3

E4

E5

E1

E6

E7

OCCUPANT LOAD = 12OCCUPANT LOAD = 45

TD 65'

CPT 27'

TD 64'

CPT 28'

TD 61'

CPT 38'

TD 69'

CPT 15'

OCCUPANT LOAD = 12OCCUPANT LOAD = 38

E1

E2

E3

E4

TD 42'

CPT 25'

TD 54'

CPT 31'

CPT 37'

TD 58'

CPT,TD 51'

LIFE SAFETY LEGEND:

EGRESS TRAVEL PATH

EXIT SIGN

1-HOUR FIRE WALL

SPACE OCCUPANT CAPACITY

DENOTES DEAD END

DENOTES COMMON PATH

DENOTES TRAVEL DISTANCE

EXIT NUMBER

TRAVEL START

CPT STOPS

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CO

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CO

CO

CO

BUILDING

3-3045

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

AC

AC

AC

AC

AC

CHILLER

AC UNIT

OIL TANK

DIESEL TANK

CONC

CONC

CONC

CONC

CONC

ICV

FDC

FILTER TANK

RIPRAP

WOODS

GENERATOR

CONC

CONC

ASPHALT

OEU

OEU

OEU

TOP=244.86'

INV=242.38'-4"PVC

INV=241.43'-6"PVC

DROP INSIDE

TOP INV=241.41'-6"PVC

BOTTOM INV=237.99'

I, BRUCE D. BEAVERS, CERTIFY THAT THIS PROJECT 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 JUNE 17, 2020; THAT THE SURVEY MAPPING WAS

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

'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 JUNE 17, 2020.

3. SURVEYED BY: STANTEC CONSULTING SERVICES INC.

4. SURVEY DATE: JUNE 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.

SURVEY CONTROL:

1-SPIKE NAIL

N=514,082.706'

E=1,997,218.679'

EL=241.309'

2-SPIKE NAIL

N=514,357.758'

E=1,997,115.070'

EL=238.031'

CONTROL POINT

ELECTRIC BOX

TRANSFORMER

BOLLARD

POWER POLE

GROUNDING ROD

SANITARY SEWER MANHOLE

CLEAN OUT

STORM MANHOLE

WATER METER

IRRIGATION CONTROL VALVE

FIRE DEPARTMENT CONNECTION

AIR CONDITIONER UNIT

CONCRETE

INVERT ELEVATION

REINFORCED CONCRETE PIPE

POLYVINYL CHLORIDE PIPE

OTHER END UNKNOWN

FIRE DEPARTMENT CONNECTION

IRRIGATION CONTROL VALVE

SANITARY SEWER FORCE MAIN

WOODS

CENTERLINE ROAD

SURVEY LEGEND:

CONC

INV

RCP

PVC

OEU

FDC

ICV

SSFM

S

D

S

D

S

D

S

D

S D

S D

ELB

SSFM VAULT

TOP=245.48'

SSFM VAULT

TOP=246.11'

S

CO

D

W

AC

TOP=240.01'

INV=236.37'

TOP=239.82'

INV=234.99'-18"RCP

INV=235.64'-18"RCP

INV=237.60'-6"PVC

INV=237.67'-4"PVC

OEU

OEU

TOP=243.19'

INV=238.72'-18"RCP

OEU

OEU

OEU

INV=234.48'-18"RCP

INV=229.40'-36"RCP

INV=236.55'-24"RCP

MALVESTI STREET

EXISTING CONDITIONS PLAN

SCALE: 1"=20'

B1

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VF101

E X

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020' 20' 60'

1"=20'

7/30/2020

CO

CO

CO

S

S

S

W

CO

CO

CO

CO

BUILDING

3-3045

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

AC

AC

AC

AC

AC

CHILLER

AC UNIT

OIL TANK

DIESEL TANK

CONC

CONC

CONC

CONC

CONC

ICV

FDC

FILTER TANK

RIPRAP

WOODS

GENERATOR

CONC

CONC

ASPHALT

OEU

OEU

OEU

TOP=244.86'

INV=242.38'-4"PVC

INV=241.43'-6"PVC

DROP INSIDE

TOP INV=241.41'-6"PVC

BOTTOM INV=237.99'

S

D

S

D

S D

S D

SSFM VAULT

TOP=245.48'

SSFM VAULT

TOP=246.11'

TOP=240.01'

INV=236.37'

TOP=239.82'

INV=234.99'-18"RCP

INV=235.64'-18"RCP

INV=237.60'-6"PVC

INV=237.67'-4"PVC

OEU

OEU

MALVESTI STREET

G

S

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AS

G

EROSION AND SEDIMENT CONTROL PLAN

SCALE: 1"=20'

B1

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KEY NOTES :

1. PROJECT LIMITS, TYPICAL.

2. LIMITS OF DISTURBANCE, TYPICAL.

3. GAS METER, SEE DETAIL D8 ON SHEET C-502.

4. GAS PIPE INSTALLATION, SEE DETAIL E4 ON SHEET

C-502.

5. PIPING INSTALLATION, SEE DETAIL C2 ON SHEET

C-502. CONTRACTOR SHALL HORIZONTAL

DIRECTIONAL DRILL UNDER MALVESTI PER

SPECIFICATIONS.

6. 2" PE GAS PIPING.

7. NATURAL GAS VALVE BOX. SEE DETAIL C2 ON SHEET

C-502

8. 3" TO 2" TEE HOT TAP CONNECTION AND EXCESS

FLOW VALVE.

9. EXISTING 3" GAS LINE, CONTRACTOR TO VERIFY

LOCATION BEFORE INSTALLATION OF PROPOSED

GAS LINE.

10. SEDIMENT FENCE, SEE DETAIL A1 ON SHEET C-501.

11. SEDIMENT FENCE OUTLET, SEE DETAIL A4 ON SHEET

C-501.

12. INLET PROTECTION, SEE DETAIL D7 ON SHEET C-501.

13. COORDINATE GAS PIPING INSTALLATION WITH

EXISTING WATER AND SANITARY SEWER PIPING, SEE

DETAIL E1 ON SHEET C-502.

20'

20' 60'

1"=20' FOR NATURAL GAS ONLY

08-03-2020

C-501

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8' 8'

4"

8" MIN.

4" MIN.

3'-0"

M

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ELEVATION

3'-0" 3'-0"

3'-0"

8' 8'

3'-0"

PLAN VIEW

SECTION

4'

4'

GROUND LINE

STEEL POST

2x4

3'

3'

NOTES:

1. SEDIMENT FENCE SHALL BE INSTALLED OUTSIDE TOE OF

EARTHFILL EMBANKMENTS.

2. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL

HAVE A MIN. OF 6 LINE WIRES WITH 12" STAY SPACING.

3. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND

SHALL BE FASTENED SECURELY TO THE WIRE.

4. THE FILTER FABRIC SHALL MEET THE FOLLOWING

REQUIREMENTS:

A) EOS IS NOT LARGER THAN U.S. STANDARD SIEVE NO. 70

B) GRAB STRENGTH 90-120 LB

C) CONFORM TO ASTM D-1682 OR ASTM D-177

5. STEEL POSTS SHALL BE 6'-0" IN HEIGHT AND BE OF

SELF-FASTENER ANGLE STEEL TYPE.

MAINTENANCE:

1. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.

2. SEDIMENT MUST BE REMOVED WHEN HALF OF STONE

OUTLET IS COVERED.

3. ANY SEDIMENT FENCING WHICH HAS BEEN UNDERMINED

OR TOPPED MUST BE REPLACED IMMEDIATELY.

#57 WASHED STONE OVER

CLASS B RIP RAP FRONT

SIDE/ CLASS B RIP RAP

ONLY BACK SIDE

TOP STRAND

MIN. NO. 10

GAUGE

BOTTOM STRAND

MIN. NO. 10 GAUGE

12" MAX WEIR

HEIGHT

FLOW

DIRECTION

EXTRA LAYER FILTER

FABRIC @ SEDIMENT

FENCE OUTLET

ANCHOR FILTER FABRIC MIN. 8"

DEEP AND KEY IT IN 4"

HORIZONTALLY EACH SIDE

COMPACTED FILL EACH SIDE

FLOW

DIRECTION

SEDIMENT FENCE OUTLET DETAIL

SCALE: NOT TO SCALE

A4

FILL SLOPE

GROUND LINE

4" MIN.

8" MIN

COMPACTED FILL (8" MIN.)

8' W/STANDARD

FABRIC WITH

WIRE FENCE

MIN. 14 GAUGE

WIRE FENCE

6' W/HIGH

STRENGTH

FABRIC WITHOUT

WIRE FENCE

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ANCHOR FILTER

FABRIC MIN. 8" DEEP

AND KEY IT IN 4"

HORIZONTALLY

N

5' LONG MIN.

FILTER FABRIC

ELEVATION

SECTION

NOTES:

1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR

POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING

TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FENCE SHOULD CONTAIN

ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF

EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120 DEG F.

2. STEEL POSTS SHALL BE 5'-0" MIN. IN HEIGHT, 1.33 LB/LINEAR FT STEEL AND SHALL HAVE

PROJECTIONS TO FACILITATE FASTENING TO FABRIC.

3. WIRE FENCE SHALL BE MINIMUM 14 GAUGE AND MAXIMUM MESH SPACING OF 6 INCHES,

FOR USE WITH STANDARD STRENGTH FILTER FABRIC.

MAINTENANCE

1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE

ANY REQUIRED REPAIRS IMMEDIATELY.

2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME

INEFFECTIVE, REPLACE IT PROMPTLY.

3. ANY SEDIMENT FENCING WHICH HAS BEEN UNDERMINED OR TOPPED MUST BE REPLACED

IMMEDIATELY.

4. REMOVE SEDIMENT DEPOSITS AS NECESSARY AND AT A MINIMUM WHERE

ACCUMULATIONS REACH 1/2" ABOVE GROUND HEIGHT AT SEDIMENT FENCING TO PROVIDE

ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO REDUCE PRESSURE ON THE

FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.

5. REMOVE ALL SEDIMENT FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND

BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA

HAS BEEN PROPERLY STABILIZED, ONLY AFTER THE PROJECT INSPECTOR HAS APPROVED

THE SEDIMENT FENCING REMOVAL.

CONSTRUCTION NOTES FOR SEDIMENT FENCE FABRIC

1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH

SYNTHETIC FILTER FABRICS.

2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES

ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER

SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)

3. CONSTRUCT THE FILTER FABRIC FROM CONTINUOUS ROLL CUT TO THE LENGTH OF THE

BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER

CLOTH ONLY AT SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.

4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO

THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF

THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF

THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE

STRENGTH.

5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET

APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF

24 INCHES.

6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE

MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE

OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.

7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE

PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.

8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.

9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.

THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SEDIMENT SILT FENCE

PERFORMANCE.

10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.

STEEL POST

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SEDIMENT FENCE

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DROP INLET SECTION

12" COMPOST SOCK

STORM GRATE

WIRE TIES, (TYP.)

DROP INLET PLAN

DROP

INLET

12" COMPOST

SOCK

NOTES:

1. MATERIALS TO BE FILTREXX OR APPROVED EQUAL.

2. ALL MATERIAL AND INSTALLATION TO MEET STATE AND LOCAL SPECIFICATIONS.

3. 2"X2" OAK OR OTHER DURABLE HARDWOOD STAKES SHALL BE USED. STAKES SHALL

BE PLACES AT A MAXIMUM INTERVAL OF 4 FEET. STAKES SHALL BE DRIVEN TO A

MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3 INCHES PROTRUDING ABOVE

THE COMPOST SOCKS.

4. IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS ARE USED ON

PAVEMENT) HEAVY CONCRETE BLOCKS OR SAND BAGS SHALL BE USED BEHIND THE

SOCK TO HOLD IT IN PLACE DURING RUNOFF EVENTS.

5. THE ENDS OF THE SOCKS SHOULD BE TURNED SLIGHTLY UP SLOPE TO PREVENT

RUNOFF FROM GOING AROUND THE END OF THE SOCKS.

MAINTENANCE NOTES:

1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR

GREATER).

2. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED HEIGHT HAS

REACHED

THE HEIGHT OF THE CHECK DAM.

3. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN.

4. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER

DIAMETER OR A DIFFERENT MEASURE.

5. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED.

6. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA

ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED.

COMPOST SOCK INLET PROTECTION

SCALE: NOT TO SCALE

D7

C-502

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