MF-00004-17_RTA_PLANS.pdf

PDF 9 MB Posted Jul 24, 2020

Attached to: MF-0004-17 3rd SFG(A) Isolation Kennel Federal contract opportunity
Solicitation number: W912PM20B0020
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

About this file

Written by GovTribe AI · Dec 28, 2023

This is a federal contract opportunity notice for construction services. The U.S. Army Corps of Engineers, Wilmington District is seeking a firm fixed price contract to construct a 1,260 square foot pre-engineered metal building to house military working dogs in quarantine. The building will include individual kennel runs divided by CMU walls, electrical and HVAC systems, and a concrete slab floor with epoxy finish sloped to floor drains. Walls will be 8-inch CMU to the ceiling with metal stud gypsum board and exterior metal panels above. The North American Industry Classification System code is 236220 and the project magnitude is between $500,000 and $1 million. The solicitation number is W912PM20B0020 and proposals are due on a date to be specified in the forthcoming solicitation. This is a 100% small business set-aside. Interested parties must register in the System for Award Management to receive the solicitation, which will be posted on beta.SAM.gov.

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Other files for this federal contract opportunity

Other files attached to MF-0004-17 3rd SFG(A) Isolation Kennel, newest first.
File	Type	Posted
AMENDMENT 02 - PLANS (2).pdf	PDF	Aug 19, 2020
TECHNICAL SUMMARY OF CHANGES.pdf	PDF	Aug 19, 2020
W912PM20B0020 Amendment 0002 Conformed Copy.pdf	PDF	Aug 19, 2020
Amendment 02 Specifications.pdf	PDF	Aug 19, 2020
W912PM20B0020 Amendment 0002.pdf	PDF	Aug 19, 2020
MF-00004-17 SDite Visit Attendance Roster.pdf	PDF	Aug 18, 2020
W912PM20B0020 Amendment 01 CC.pdf	PDF	Aug 6, 2020
W912PM20B0020 Amendment 01.pdf	PDF	Aug 6, 2020
FINAL RTA_SPECS_MF-00004-17 3rd SFG Isolation Kennel.pdf	PDF	Jul 24, 2020
W912PM20B0020 MF-0004-17 3rd SFG Isolation Kennel.pdf	PDF	Jul 24, 2020

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US Army Corps of Engineers ®

SHEET ID

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US Army Corps of Engineers ®

IFB NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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WILMINGTON DISTRICT

W912PM20B0020

TBD

JULY 2020

FORT BRAGG, NORTH CAROLINA

3RD SFG ISOLATION KENNEL

MF-00004-17

INDEX OF DRAWINGS

DRAWING DRAWING NAME

01-GENERAL

G-001 COVER SHEET

G-002 LOCATION MAPS

G-003 GENERAL NOTES

G-004 GENERAL NOTES

G-005 GENERAL ABBREVIATIONS & SYMBOLS

02-CIVIL

C-500 SITE DETAILS

CS101 GRADING/SITE PLAN

CU101 UTILITY PLAN

03-STRUCTURAL

S-001 GENERAL NOTES & 3D VIEWS

S-101 FOUNDATION & CONCRETE SLAB SLOPE

PLAN

S-102 ROOF FRAMING PLAN

S-301 TYPICAL FOUNDATION DETAILS

S-302 FOUNDATION SECTIONS

S-501 TYPICAL MASONRY DETAILS

S-502 FRAMING SECTIONS

S-601 STRUCTURAL SCHEDULES

04-ARCHITECTURAL

A-101 FLOOR PLAN

A-102 REFLECTED CEILING PLAN

A-103 ROOF PLAN

A-201 NORTH & EAST ELEVATIONS

A-202 SOUTH & WEST ELEVATIONS

A-300 BUILDING SECTIONS

A-301 WALL SECTIONS

A-401 ENLARGED KENNEL PLAN & ELELVATIONS

A-501 ROOF DETAILS

A-601 DOOR SCHEDULE, TYPES, & FRAMES AND

DETAILS

A-602 INTERIOR FINISH SCHEDULE & KEY

A-603 EXTERIOR FINISH SCHEDULE

05-PLUMBING

P-001 PLUMBING LEGEND & GENERAL NOTES

P-101 PLUMBING - FLOOR PLANS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING RISERS

06-FIRE PROTECTION

FP-101 FIRE PROTECTION PLAN - OPTIONAL BID

ITEM 1

07-MECHANICAL

M-001 MECHANICAL LEGEND & GENERAL NOTES

M-101 MECHANICAL - FLOOR PLAN

M-501 MECHANICAL - DETAILS

M-601 MECHANICAL - SCHEDULES

M-701 MECHANICAL - CONTROLS

08-ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES,

ABBREVIATIONS AND LEGEND

EG-101 LIGHTNING PROTECTION PLAN

EG-501 LIGHTNING PROTECTION DETAILS

EL-101 LIGHTING - CEILING PLAN

EP-101 POWER - FLOOR PLAN

EP-501 SPECIAL SYSTEMS DETAILS

EP-601 POWER ONE-LINE DIAGRAM

09-REFERENCE DRAWINGS

B-001 EXISTING BORING LOGS - FOR REFERENCE

B-002 EXISTING BORING LOGS - FOR REFERENCE

CG101 EXISTING GRADING PLAN - FOR REFERENCE

CG102 EXISTING DRAINAGE PLAN - FOR

REFERENCE

1 ISOMETRIC VIEW

2 ISOMETRIC LONGITUDINAL CUT PLANE

Approval Recommended: *

Approved: *

DATE

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

CHIEF, ENGINEERING BRANCH

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

7-08-20

4-20-20

4-20-204-20-20

4-20-20 4-20-20

4-20-20

7-08-20

STREETS

RAILROADS

INSTALLATION BOUNDARIES

INTERSTATE ROUTE

U. S. ROUTE

STATE ROUTE

LAKES

ACCESS/HAUL ROUTE

ACP

PLAN NORTH

DIRECTORATE OF PUBLIC WORKS

BUILDING NO. 3-1631

MAJOR ROADS

ACP #1

ACP #2A

WOMACK ARMY

MEDICAL CENTER

RALEIGH

ASHEBORO

BISCOE

ROCKINGHAM

LAURINBURG

DARLINGTON

LUMBERTON

WHITEVILLE

WILMINGTON

ELIZABETHTOWN

WALLACE

CLINTON

MT. OLIVE

GOLDSBORO

SMITHFIELD

WILSON

DUNN

SANFORD

FAYETTEVILLE

N. CAROLINA

S. CAROLINA

TORA BORA BLVD

CHICKEN RD

MORGANTON RD.

CHIC

N R D

TORA BORA BLVD

A 24 MB

25 AC

BUTNER RD

LONGSTREET RD

GRUBER RD ALL AM

ERICAN FREEW

YADKIN RD

GRUBER RD

LONGSTREET RD

BUTNER RD

HONEYCUTT RD HONEYCUTT RD

BRAG

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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M c RID

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MAIN ENTRANCE

ISTEAD

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MCKELLERS RD.

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BLVD

MANCHESTER RD

LIL

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WOODRUFF

MILITARY RESERVATION BOUNDARY

FORT BRAGG CANTONMENT

NOT TO SCALE

ROAD CLOSED WITH

GATES OR BARRIERS

ACCESS CONTROL POINT

PROJECT LOCATION MAP

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

ACP #13

ACP #10

ACP #11

ACP #5 ALL AMERICAN VISITOR

CONTROL CENTER

ACP #2

USACE SOCOM RESIDENT OFFICE

BLDG. NO. 2-2414 WOODRUFF ST.

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

PROJECT LOCATION

SOLID WASTE

TRANSFER STATION

ACP #3

ACP #4

ACP #8

ACP #8A

ACP #16 TRUCK PLAZA AND

VISITOR CONTROL CENTER

ACP #18

ACP #12

LAMONT ROAD

BORROW PIT

SPECIAL OPERATION

TRAINING COMPLEX

FORT BRAGG FIRE

STATION 10

SOF WORKING DOG

KENNEL LOCATION

PROJECT SITE: SOF

WORKING DOG -

ISOLATION KENNEL

LAMONT RD SOLID

WASTER AND RECYCLING

LANDFILL FACILITY

MC RIDGE ROAD

LEGEND:

30195

40401

301401

FORT BRAGG

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SHEET ID

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A. 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), UNITED STATES ARMY SPECIAL OPERATIONS COMMAND (USASOC) 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 11 00 SUMMARY OF WORK.

B. 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.

C. 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.

D. THE CONTRACTOR SHALL PROVIDE ONSITE SANITARY FACILITIES FOR HIS WORKERS DURING THE ENTIRE

CONSTRUCTION PHASE. COORDINATE LOCATION WITH COR.

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

DEMOLITION AND CONSTRUCTION.

GENERAL NOTES:

1. CONSTRUCTION METHODS AND PROCEDURES

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.

2. CONSTRUCTION PHASING

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 AND COORDINATED WITH COR AND USER PRIOR TO INSTALLATION.

B. ALL WORK ACTIVITIES AND STORAGE SHALL BE CONFINED WITHIN 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. DURING NORMAL WORK HOURS (0730 TO 1600)

3. CONTRACTOR STAGING AREA

A. THE LAMONT ROAD BORROW PIT WILL BE CLOSED DURING THIS PROJECT.

4. LAMONT ROAD BORROW PIT

SEE EROSION CONTROL PLAN, IF APPLICABLE.

5. EROSION AND SEDIMENT CONTROL

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.

6. STANDARDS

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 CONSTRUCTION TO REMAIN THAT IS DAMAGED DURING DEMOLITION OPERATIONS.

REPAIRS TO DAMAGED WORK AREAS SHALL MATCH EXISTING ADJACENT FINISHED SURFACES OR THE

CONTRACTOR SHALL REPLACE DAMAGED CONSTRUCTION WITH NEW WORK.

C. NO KNOWN ASBESTOS OR OTHER HAZARDOUS MATERIALS EXIST WITHIN THIS PROJECT AREA. IF CONTRACTOR SUSPECTS ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE PRESENT HE SHALL NOTIFY THE CONTRACTING

OFFICER'S REPRESENTATION IMMEDIATELY.

7. DEMOLITION

A. ALL CONSTRUCTION AFFECTING TRAFFIC SHALL COMPLY WITH THE FORT BRAGG TRAFFIC CONTROL IDC, MUTCD, AND NCDOT STANDARD DRAWINGS AND SPECIFICATIONS - 2012 EDITION. AN ALTERNATE EMERGENCY TRAFFIC

CONTROL DETOUR MAY BE REQUIRED.

8. TRAFFIC CONTROL

A. EXISTING UTILITIES MAY BE INTERRUPTED FOR A MAXIMUM OF 12 HOURS AT A TIME. CONTRACTOR IS REQUIRED TO CONTACT THE CONTRACTING OFFICER 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, DPW AND USER.

C. FIRE ALARM INTERRUPTION SHALL BE SCHEDULED IN WRITING WITH THE COR A MINIMUM OF 14 DAYS IN ADVANCE.

9. EXISTING UTILITY INTERRUPTIONS

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

UTILITY SERVICE (SUS), AS NECESSARY.

B. EXISTING WATER AND SANITARY WORK PERFORMED BY THE CONTRACTOR SHALL BE COORDINATED WITH OLD

NORTH UTILITY SERVICES (ONUS).

10. EXTERIOR UTILITY WORK

A. CONTRACTOR SHALL FOLLOW USASOC SECURITY REQUIREMENTS AT ALL TIMES. REFER TO SPECIFICATION

SECTION 01 00 60 FOR ADDITIONAL INFORMATION.

B. CONTRACTOR SHALL FOLLOW USASOC SECURITY POLICIES ON SITE AT ALL TIMES. IN GENERAL, THE CONTRACTOR WILL BE GIVEN FULL ACCESS TO THE USASOC 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 USASOC ENGINEERING TO 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 USASOC 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 CONTRACTING OFFICER 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 USASOC.

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 USASOC CONSENT.

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

11. SECURITY PROCEDURES FOR ACCESS

A. CONTRACTOR SHALL SECURE ALL PERMITS NECESSARY FOR CONSTRUCTION OF THE PROJECT. DETERMINE FEE BASIS 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 PROJECT AT FT. BRAGG. CONTRACTOR SHALL FOLLOW USASOC SECURITY REQUIREMENTS AT ALL TIMES. REFER TO SPECIFICATION SECTION 01 00 60 FOR ADDITIONAL

INFORMATION.

1. INSTALLATION PERMITS:

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

- BORROW PIT PERMIT - DPW - ENVIRONMENTAL BRANCH (SUBMIT 14 CALENDAR DAYSPRIOR TO WORK).

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

- CONSTRUCTION AND DEMOLITION LANDFILL FACILITY - DPW - ENVIRONMENTAL BRANCH. NOTE: 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). CONTRACTORS NEED TO MAKE ARRANGEMENTS TO HAUL CONSTRUCTION AND DEMOLITION WASTE OFF THE INSTALLATION UNTIL A NEW PHASE III SECTION OF THE LANDFILL IS OPEN AND OPERATING.

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

PRIOR TO WORK)

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

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

DPW - ENVIRONMENTAL BRANCH, ENVIRONMENTAL COMPLIANCE BRANCH (ECB)

- IRRIGATION - DPW WATER QUALITY PROGRAM MANAGER, ERIC TORRES, 910-432-8450, CHENEGA GLOBAL

SERVICES, LLC, STORAGE TANKS AND WATER QUALITY PROGRAM, FORT BRAGG-DPW-ECB

ERIC.M.TORRES24.CTR@MAIL.MIL. - NA

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

2. FEDERAL NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION - FAA FORM 7460-1

3. COUNTY WATER WELL - NA

4. NC STATE PERMITS:

- DEMOLITION

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

REMOVAL) - NA

- EROSION & SEDIMENT CONTROL (E&SC) PERMIT - NC DENR DEPT OF WATER QUALITY (DWQ) - NA

- GENERAL STORMWATER DISCHARGE - NA

- GEOTHERMAL (POSSIBLE COUNTY INVOLVEMENT) - NA

- SEPTIC SYSTEM (POSSIBLE COUNTY INVOLVEMENT) - NA

- STORMWATER MANAGEMENT - NA

5. ONUS PERMIT: WATER AND SANITARY SEWER - NA

6. COE SAFETY

- PERMIT REQUIRED CONFINED SPACE (PRCSS) - (SEE EM 385-1-1, DATED 2014, PARA 34.A.06 (PAGE791)

- HOT WORK PERMIT - (SEE EM 385-1-1, DATED 15 SEP 08, PARA 06.C.01 (PAGE 93) & PARA 10.C.01 (PAGE 207)

FORT BRAGG FIRE DEPARTMENT. (SUBMIT 14 CALENDAR DAYS PRIOR TO WORK.)

- WELDING

- CUTTING

- HEATING

D. THE PERMITS, AS LISTED ABOVE, ARE NOT INTENDED TO BE A COMPLETE LIST OF PERMITS. CONTRACTOR IS TO ADD ANY ADDITIONAL PERMITS AS THEY BECOME KNOW, AND IS TO BE MODIFIED AND SUBMITTED TO THE GOVERNMENT

FOR REVIEW AND APPROVAL.

12. PERMITS

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

EXCEPT 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 WASTE, ASBESTOS WASTE AND MSW.

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

THE LAMONT LANDFILL FACILITY RECYCLING AREA WILL ACCEPT RECYCLABLES ITEMS.

- 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 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 AND

- 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

- 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

- 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 TRASH, PLASTICS, STYROFOAM, WOOD, METAL, ETC.

CONTACT YOUR GOVERNMENT REPRESENTATIVE OR THE SOLID WASTE/RECYCLING PROGRAM AT 396-2295 OR 432-6412

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 BE INSPECTED OF THEIR CONTENTS WHILE BEING

PRESENT ON FORT BRAGG.

NOTE: ALL RECYCLABLE MATERIALS GENERATED FROM A CONSTRUCTION OR DEMOLITION JOB IS PROPERTY OF THE GOVERNMENT UNLESS THE CONTRACT SPECIFIES THAT THE CONTRACT CAN OBTAIN THE MATERIALS. ITEMS SUCH AS HVAC UNITS (FREON REMOVED), AIR HANDLERS, PIPING, METALS BEAMS, MOTORS, VALVES, COPPER WIRE, ETC. THESE TYPES OF ITEMS SHALL BE TRANSPORTED TO THE DPW RECYCLING CENTER (BUTNER AND REILLY ROAD) OR THE

RECYCLING AREA AT THE LAMONT LANDFILL FACILITY.

13. SOLID WASTE AND RECYCLING REQUIREMENTS

1) GROUND STABILIZATION *

SITE AREA

DESCRIPTION

PERIMETER DIKES,

SWALES, DITCHES

AND SLOPES

HIGH QUALITY

WATER (HQW)

ZONES

SLOPES STEPPER

THAN 3:1

SLOPES 3:1 OR

FLATTER

ALL OTHER AREAS

WITH SLOPES

FLATTER THAN 4:1

* "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))

STABILIZATION

TIME FRAME

7 DAYS

STABILIZATION TIME FRAME

EXCEPTIONS

NONE

IF SLOPES ARE 10' OR LESS IN LENGTH

AND ARE NOT STEEPER THAN 2:1, 14

DAYS ARE ALLOWED.

7-DAYS FOR SLOPES GREATER THAN

50 FEET IN LENGTH

NONE (EXCEPT FOR PERIMETERS

AND HQW ZONES)

7 DAYS

14 DAYS

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

2 3 4 5 6 7 8 9 10

E M

C R

O N

G-004

N O

, N O

N A

N D

N G

, W

N , N

R . B

U R

R . B

2P M

-1

D R

G C

O D

FOUO

3R D

O N

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-1 7_

A& S.

rv t

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:

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 BERMUDA (CYNODON DACTYLON), HULLED 25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), UNHULLED

"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST 50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE (FESTUCA ARUNDINACEA) 25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED

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)

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 1/3 OF THE MULCH AND 2/3 OF THE SEED AND THE SECOND APPLICATION WILL CONSIST OF 2/3 OF THE MULCH AND 1/3 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.

14. FORT BRAGG SEEDING SPECIFICATION

GENERAL NOTES (CONTINUED):

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.

NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SEED, MOW, MAINTAIN, AND REPAIR ALL DISTURBED AREAS FROM

CONSTRUCTION OF THIS STRUCTURE.

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.

AIR BARRIER

EGRESS

CENTER

MATCHLINE

DASH DOT USACE

PLAN NORTH

A101

Room name

1 View Name 1/8" = 1'-0"

NORTH ARROW

SECTION

MARKER

ELEVATION

STAIR TAG

ROOM TAG

KEY TAG

WALL TYPE

WINDOW TYPE

VIEW NAME,

NUMBER AND SCALE

STAIR TAG

DOOR NUMBER101

A101

R ef

Ref

EXTERIOR ELEVATION

ELEVATIONA101

Ref View Name

R ef

Vi ew

N am e

1 Ref View Name

R ef

Vi ew

N am e

0 GRID LOCATION

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

2 3 4 5 6 7 8 9 10

E M

C R

O N

G-005

O N

, N O

N A

N D

N G

, W

N , N

R . B

U R

R . B

2P M

-1

D R

G C

O D

FOUO

3R D

O N

M F-

-1 7_

A& S.

rv t

GENERAL ABBREVIATIONS

WT WATER TABLE

WPM WATERPROOF MEMBRANE

WP WATERPROOFING

WT WATERTIGHT

W WATT

WHM WATTHOUR METER

WEA WEATHER

WR WEATHER RESISTANT

WSL WEATHER SEAL

WP WEATHERPROOF

WS WEATHERSTRIP

WH WEEP HOLE

WT WEIGHT

WLD WELDED

WWR WELDED WIRE REINFORCEMENT

W WEST

WB WET BULB

WBT WET BULB TEMPERATURE

WO WHERE OCCURS

W WIDE

WF WIDE FLANGE

WL WIND LOAD

WDW WINDOW

WDMA WINDOW AND DOOR

MANUFACTURERS ASSOCIATION

WU WINDOW UNIT

WM WIRE MESH

WR WIRE ROPE

WGL WIRED GLASS

WW WIREWAY

W/ WITH

W/O WITHOUT

WD WOOD

WB WOOD BASE

WBL WOOD BLOCKING

WD WOOD DOOR

WDF WOOD DOOR AND FRAME

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WD LOUV WOOD LOUVERS

WDP WOOD PANELLING

WO WORK ORDER

WP WORKING POINT

WPR WORKING PRESSURE

WSP WORKING STEAM PRESSURE

WBS WROUGHT BRASS

WI WROUGHT IRON

Y ------------

YD YARD

YCO YARD CLEANOUT

YD YARD DRAIN

YD YARD DRAINAGE PIPE

YH YARD HYDRANT

YI YARD INLET

YR YEAR

UNPV RD UNPAVED ROAD

UTP UNTWISTED PAIR

UR URINAL

UTIL UTILITY

UP UTILITY POLE

V ------------

VJ V JOINT

VAC VACUUM

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VAC VACUUM LINE

VP VACUUM PUMP

VRP VACUUM RETURN PUMP

VB VALVE BOX

VP VANISHING POINT

VAN VANITY

VP VAPOR PRESSURE

VAP PRF VAPOR PROOF

VR VAPOR RETARDER

VAV VARIABLE AIR VOLUME

VF VARIABLE FREQUENCY

VFD VARIABLE FREQUENCY DRIVE

VAR VARIATION

VAR VARIES

VEH VEHICLE

VEL VELOCITY

VP VELOCITY PRESSURE

VNR VENEER

VP VENEER PLASTER

VS VENT STACK

VTR VENT THROUGH ROOF

VENT VENTILATION

VENT VENTILATOR

VRNDA VERANDA

VRFY VERIFY

VIF VERIFY IN FIELD

VERT VERTICAL

VC VERTICAL CURVE

VG VERTICAL GRAIN

VUH VERTICAL UNIT HEATER

VHF VERY HIGH FREQUENCY

VHO VERY HIGH OUTPUT

VEST VESTIBULE

VIB VIBRATION

VIC VICINITY

VID VIDEO

VIDAMP VIDEO AMPLIFIER

VINT VIDEO INTEGRATION

VIL VILLAGE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSTICAL TILE

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

VISC VISCOSITY

VIS VISUAL

VIT VITREOUS

VCT VITRIFIED CLAY TILE

VOC VOLATILE ORGANIC COMPOUND

V VOLT

VAM VOLT-AMMETER

VA VOLT AMPERE

VAR VOLT AMPERE REACTIVE

VOLT VOLTAGE

VD VOLTAGE DROP

VR VOLTAGE REGULATOR

VRLY VOLTAGE RELAY

VS VOLTMETER SWITCH

VOL VOLUME

VD VOLUME DAMPER

VFR VOLUMERIC FLOW RATE

W ------------

WSCT WAINSCOT

WAU WALL ASH URN

W CAB WALL CABINETS

WCO WALL CLEANOUT

WC WALL COVERING

WFAB WALL FABRIC

WH WALL HUNG

WH WALL HYDRANT

W/W WALL TO WALL

WHSE WAREHOUSE

WW WARM WHITE

WWX WARM WHITE DELUXE

WARR WARRANTY

WF WASH FOUNTAIN

W WASTE

WDSP WASTE DISPOSER

WW WASTE WATER

WTR WATER

WCHR WATER CHILLER

WC WATER CLOSET

WC WL

HNG

WATER CLOSET, WALL HUNG

WC WATER COLUMN

WCLD WATER COOLED

WCLR WATER COOLER

WCL WL

MTD

WATER COOLER, WALL HUNG

WT EL WATER ELEVATION

WG WATER GAGE

WHA WATER HAMMER ARRESTOR

WH WATER HEATER

WJ WATER JACKET

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

WP WATER PUMP

WR WATER REPELLENT

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC

ROOM

RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL

FLASH

SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF

STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HR

STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

U ------------

ULT ULTIMATE

UV ULTRAVIOLET

UC UNDERCUT

UCD UNDERCUT DOOR

UFD UNDERFLOOR DUCT

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISH

UNIF UNIFORM

UBC UNIFORM BUILDING CODE

UFC UNIFORM FIRE CODE

UMC UNIFORM MECHANICAL CODE

UPC UNIFORM PLUMBING CODE

UPS UNINTERRUPTIBLE POWER

SUPPLY

UH UNIT HEATER

DBA UNIT OF SOUND LEVEL

UWT UNIT WEIGHT

UNIV UNIVERSAL

UN UNLESS NOTED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

J ---------------------

JAN JANITOR

K ---------------------

KIT KITCHEN

KPD KEYPAD

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH

MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH

MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OWSJ OPEN WEB STEEL JOIST

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

ES EACH SIDE

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP

PLAS

GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

ILO IN LIEU OF

INSUL INSULATION

INT INTERIOR

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDR CARD READER

CDW CHILLED DRINKING WATER

CEM

PLAS

CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC

FLR

CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

LINESTYLES

SYMBOLS

274.2 FS

273.7 FG

274.2 FS

273.7 FG

274.2 FS

(273.2) FG

274.2 FS

(273.2) FG

FF = 274.2

S F

SF SF SF SF SF SF

S F

SILT FENCE

SEE CONSTRUCTION NOTE #5.

TYP. PROVIDE SPLASH BLOCKS

AT ROOF DRAIN DOWNSPOUTS

5'X5'

CONCRETE PAD

PER DETAIL 3, SHEET C500

274.1 FS

5'X5'

CONCRETE PAD

PER DETAIL 3, SHEET C500

2.3%2.3%

274.2 FS

(273.2) FG

12" STEP UP

CONSTRUCTION

STAGING AREA

HVAC EQUIPMENT ON CONCRETE PAD

(SHOWN FOR REFERENCE,

SEE MECHANICAL DWGS FOR DETAILS)

PROPOSED

ISOLATION

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GRADING AND EROSION AND SEDIMENT CONTROL NOTES:

1. EXISTING CONDITIONS, INCLUDING EXISTING ELEVATIONS

ARE BASED ON PLANS TITLED "SOF MILITARY WORKING

DOG KENNEL FT. BRAGG, NORTH CAROLINA" BY BURNS &

MCDONNELL DATED OCTOBER 12, 2009. CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER OF ANY

DISCREPANCIES BETWEEN THE FIELD ELEVATIONS AND

ELEVATIONS SHOWN ON THE PLAN.

2. GROUND FINISH GRADES ADJACENT TO BUILDING ARE 0.5'

BELOW FINISH FLOOR ELEVATION UNLESS OTHERWISE

NOTED.

3. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY

FROM THE FACILITY. THE GRADING SHALL BE SUCH THAT

THERE WILL NOT BE ANY PONDING ON THE SITE.

4. CONTRACTOR SHALL PROVIDE SPLASH BLOCK AT ALL

ROOF DRAIN DOWNSPOUTS.

5. IF EXISTING CONCRETE WALKWAY IS DAMAGED DURING

CONSTRUCTION, CONTRACTOR SHALL REPLACE PER

DETAIL 3, SHEET C500.

6. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED

AND MULCHED.

7. ALL EROSION CONTROL MEASURES SHALL REMAIN IN

PLACE UNTIL PERMANENT STABILIZATION HAS OCCURRED.

8. EROSION CONTROL MEASURES SHALL ABIDE BY

REQUIREMENTS SET FORTH IN THE NORTH CAROLINA

EROSION AND SEDIMENT CONTROL PLANNING DESIGN

MANUAL, LATEST EDITION.

Feet

0 20 40

SCALE 1" = 10'

LEGEND:

SILT FENCE

FS FINISH SURFACE

FG FINISH GRADE

(XX.X%) EXISTING SLOPE

XX.X% PROPOSED SLOPE

PROPOSED SPLASH BLOCK

EXISTING FENCE

EXISTING CONCRETE

PROPOSED CONCRETE

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

87' - 30" RCP @ 0.58%

AutoCAD SHX Text

44' - 30" RCP @ 0.50%

AutoCAD SHX Text

94' - 30" RCP @ 0.50%

W W

F M

UFO

U F

UFO

U F

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L A

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L A

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B I K

B L

W W

S S

F M

W W

CO CO

4 5

S S

TYP. ASUS

POINT OF DEMARCATION.

CLEAN OUT.

4" - 271.5 INV

WATER AND SEWER LINES

SHOWN FOR REFERENCE

ONLY. SIZING, ALIGNMENTS

AND LOCATION TO BE

DESIGNED AND CONSTRUCTED

BY ASUS

WWW

BID OPTION:

ADDITIONAL HYDRANT BY ASUS WILL BE REQUIRED

IF BID OPTION OF FIRE SPRINKLERS IS

EXERCISED.

BID OPTION:

FIRE BFP AND SERVICE

LATERAL TO SPRINKLER SYSTEM

PER ASUS

WATER METER AND

BACKFLOW PREVENTER

IN HEATED ENCLOSURE

PER ASUS

EXISTING HYDRANT

EXISTING SS MH

(278.8) RIM

(266.69) 8" INV IN

(266.59) 8" INV OUT

BASED ON ASUS RECORD

DRAWINGS DATED 6/13/18

WWWWWW

GAS LINE AND METER

SHOWN FOR REFERENCE

ONLY. SIZING, ALIGNMENTS

AND LOCATION TO BE

DESIGNED AND CONSTRUCTED

BY PIEDMONT

HVAC EQUIPMENT ON CONCRETE PAD

(SHOWN FOR REFERENCE,

SEE MECHANICAL DWGS FOR DETAILS)

PROPOSED

ISOLATION

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UTILITY NOTES:

1. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING

UTILITIES BEFORE BEGINNING WORK. CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER OF ANY

DISCREPANCIES BETWEEN THE FIELD LOCATED UTILITIES

AND THE UTILITIES SHOWN ON THE PLANS. UTILITIES

SHOWN ON PLAN ARE BASED ON AS-BUILT DRAWINGS BY

ASUS DATED JUNE 13, 2018 AND PLANS TITLED "SOF

MILITARY WORKING DOG KENNEL FT. BRAGG, NORTH

CAROLINA" BY BURNS & MCDONNELL DATED OCTOBER 12,

2009.

2. SEE MECHANICAL AND PLUMBING DRAWINGS FOR

CONTINUATION OF LINES WITHIN THE BUILDING.

3. ALL DOMESTIC WATER MAINS SHALL BE A MINIMUM OF

3-FEET BELOW GRADE. ALL FIRE WATER MAINS SHALL BE A

MIN OF 3.5' BELOW GRADE.

4. ALL EXPOSED PIPE SHALL BE HEAT TRACED AND

INSULATED.

5. ASUS STANDARD DETAILS SHALL BE USED FOR THE

INSTALLATION OF THE WATER AND SANITARY SEWER

SERVICES.

6. CONTRACTOR SHALL COORDINATE WITH SANDHILL UTILITY

SERVICES, PIEDMONT NATURAL GAS AND ASUS FOR ALL

SITE UTILITIES. SITE UTILITIES WILL BE DESIGNED AND

CONSTRUCTED BY PRIVATE UTILITY COMPANIES AND ARE

SHOWN FOR REFERENCE ONLY ON THIS SHEET.

7. ALL PRESSURIZED PIPES SHALL HAVE THRUST BLOCKS OR

MECHANICAL RESTRAINT JOINTS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR PURCHASE OF

MATERIALS AND INSTALLATION OF WATER AND SANITARY

SEWER SERVICES FROM THE BUILDING TO THE POINT OF

DEMARCATION (5-FEET FROM BUILDING FACE). ASUS WILL

BE RESPONSIBLE FOR DESIGN, PURCHASE OF MATERIALS

AND INSTALLATION OF WATER AND SANITARY SEWER

SERVICES FROM THE POINT OF DEMARCATION TO THE

POINT OF CONNECTION TO THE EXISTING UTILITIES.

SCALE 1" = 30'

LEGEND:

POINT OF CONNECTION/DEMARCATION

150' RADIUS AROUND EXISTING HYDRANT

DOMESTIC/ FIRE WATER LINE BY ASUS

SANITARY SEWER LINE BY ASUS

NATURAL GAS LINE BY PIEDMONT

BID OPTION

Feet

0 60 120

SAN

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SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

PRV

AutoCAD SHX Text

PRV

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

CHICKEN ROAD

AutoCAD SHX Text

FIRE BREAK

AutoCAD SHX Text

3:1 SLOPE

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

151' - 24" RCP @ 0.85%

AutoCAD SHX Text

87' - 30" RCP @ 0.58%

AutoCAD SHX Text

44' - 30" RCP @ 0.50%

AutoCAD SHX Text

94' - 30" RCP @ 0.50%

AutoCAD SHX Text

87' - 24" RCP @ 0.51%

AutoCAD SHX Text

128' - 18" RCP @ 0.51%

AutoCAD SHX Text

94' - 18" RCP @ 0.70%

AutoCAD SHX Text

54' - 18" RCP @ 0.70%

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

2% SLOPE

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DESIGN CRITERIA

AGGREGATE SIZE—USE 1

2 TO 3

2 INCH WASHED STONE. DIMENSIONS OF GRAVEL

PAD—THICKNESS: 8 INCHES MINIMUM WIDTH: 20-FEET MINIMUM OR FULL WIDTH AT

ALL POINTS OF THE VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER

LENGTH: 50-FEET MINIMUM

LOCATION—LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT

FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL

CONSTRUCTION VEHICLES AVOID STEEP GRADES, AND ENTRANCES AT CURVES IN

PUBLIC ROADS.

WASHING—IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND

SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE

TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED

WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE

DISPOSAL AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE

CONVENIENT AND EFFECTIVE.

CONSTRUCTION

1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER

OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.

2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE

PLANS, AND SMOOTH IT.

3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE

OUTLET.

4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION

IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.

MAINTENANCE

MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM

LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH

2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP

SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL

OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC

ROADWAYS.

POST CONSTRUCTION

CONTRACTOR TO RESTORE PAVEMENT OF THE PUBLIC ROAD TO EXISTING

CONDITIONS AFTER ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.

CLASS "A" STONE

8" MIN DEPTH

GEOTEXTILE UNDER LAYER

TEMPORARY SILT FENCE NOTES:

1. THE CONTRACTOR SHALL COMPLETE ALL TEMPORARY SILT FENCE INSTALLATION PRIOR TO

COMMENCEMENT OF CLEARING AND EARTHWORK OPERATIONS.

2. WIRE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6

LINE WIRES WITH 12" STAY SPACING.

3. FILTER FABRIC SHALL HAVE A MINIMUM OF 36" WIDTH. FILTER FABRIC SHALL BE FASTENED

ADEQUATELY TO THE FENCE FABRIC AS DIRECTED BY THE CONTRACTING OFFICER.

4. STEEL POSTS SHALL BE 5 FEET (MIN) IN HEIGHT AND SHALL BE OF THE SELF-FASTENER

ANGLE STEEL TYPE.

5. THE CONTRACTOR SHALL INSPECT TEMPORARY SILT FENCE AT LEAST ONCE EVERY 7 DAYS

AND AFTER ANY SIGNIFICANT STORM THAT PRODUCES 0.5 INCHES OR MORE RAINFALL AT THE

SITE. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS

NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE

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

6. THE CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER THAT STATE WATER QUALITY

STANDARDS OUTSIDE OF THE CONSTRUCTION AREA ARE NOT VIOLATED. ALL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION

AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.

VARIES AS DIRECTED BY THE CONTRACTING OFFICER

OR HIS/HER DESIGNATED REPRESENTATIVE

8' MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE

MIN. 10 GA

TOP AND

BOTTOM WIRES

MIN 12.6 GA. VERTICAL WIRES

FILTER

FABRIC

I N

Y P

STEEL POST

(TYP)

MIN. 12.5 GA

INTERMEDIATE

WIRES

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F A

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A X

STEEL POST

WIRE FABRIC

36" MIN WIDTH

FILTER FABRIC

GROUND LINE

COMPACTED FILL

NTS

TEMPORARY SILT FENCE DETAIL

NTS

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT

NTS

CONCRETE SIDEWALK ON GRADE

3/4" CHAMFER

IN TURF AREAS

FINISH GRADE

TURF AREAS

6"x6" W2.9xW2.9 WWF

4" GRADED AGGREGATE BASE

REFER TO SPECIFICATION

SECTION 32 11 20

12" RAW SUBGRADE COMPACTED

TO 90% OF LABORARY MAXIMUM

DENSITY (ASTM D 1557)

FLUSH AT

PAVED AREAS

NOTES:

CONCRETE SIDEWALK @ TURF OR

FLUSH WITH PAVEMENT AREAS

CONTRACTION JOINTEXPANSION JOINT

PREMOLDED

JOINT FILLER

WIDTH VARIES

SEE PLANS

1/2"

1/8" TO 1/4"

I N

3500 PSI CONCRETE, MINIMUM

PROVIDE CONTRACTION (SAWED)

JOINTS AT INTERVALS NOT IN EXCESS

OF 6' O.C.

EXPANSION JOINTS SHALL BE PLACED

AS SHOWN ON THE PLANS OR AT 24'

INTERVALS IF NOT SHOWN.

SIDEWALK ADJACENT TO BUILDING TO

HAVE MINIMUM TRANSVERSE SLOPE OF

1% AWAY FROM BUILDING.

PROVIDE EXPANSION JOINT MATERIAL AT ALL

LOCATIONS WHERE NEW CONCRETE ABUTS

EXISTING OR NEW STRUCTURES AND AT

ALL CHANGES IN DIRECTION OF SIDEWALK.

2% MAX.

C-500

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FOR R

EFERENCE O

NLY

ABBREVIATIONS

B/ = BOTTOM OF

BOT. = BOTTOM

COL. = COLUMN

E.W. = EACH WAY

E.F. = EACH FACE

MBS = METAL BUILDING SYSTEM

MANUF. = MANUFACTURER

MEZ. = MEZZANINE

CONC. = CONCRETE

CRSI = CONCRETE REINFORCING STEEL INSTITUTE

U.N.O. = UNLESS NOTED OTHERWISE

FNDN = FOUNDATION

FTG. = FOOTING

STL. = STEEL

REINF. = REINFORCING

CONN. = CONNECTION

CONT. = CONTINUOUS

WWF = WELDED WIRE FABRIC

PEMB = PRE-ENGINEERED METAL BUILDING

T/ = TOP OF

T = THICKNESS

T&B = TOP & BOTTOM

V.I.F. = VERIFY IN FIELD

CAPILLARY WATER BARRIER

EARTH

GROUT

STEEL

PATTERN LEGEND

WALLS

MULTI-SLOPE ROOF

WIND PRESSURE DIAGRAMS COMPONENTS AND CLADDING

NOMINAL DESIGN PRESSURE SCHEDULE

COMPONENT ZONE EFFECTIVE WIND

AREA (SF)

DESIGN PRESSURE (PSF)

POSITIVE

ROOF

ELEMENTS

MRH=

__._ ft.

A = 6'-0"

EXTERIOR

WALL

ELEMENTS

OVERHANG

NOTES:

1. DESIGN WIND PRESSURES SHALL BE USED IN THE DESIGN OF

ALL COMPONENTS AND CLADDING ELEMENTS COMPRISING

THE BUILDING ENVELOPE.

2. REFER TO THE WIND PRESSURE DIAGRAM FOR ZONE

LOCATIONS AND EXTENTS.

3. POSITIVE PRESSURES ACT TOWARD COMPONENT SURFACES

AND NEGATIVE PRESSURES ACT AWAY FROM COMPONENT

SURFACES.

4. LINEAR INTERPOLATION BETWEEN EFFECTIVE WIND AREAS

MAY BE USED TO OBTAIN THE REQUIRED COMPONENT AND

CLADDING DESIGN PRESSURE.MRH=MEAN ROOF HEIGHT

SLOPE

NEGATIVE

SLOPE

2' 33

2'3 3

WIND PRESSURE DIAGRAM TBD: ESTIMATED 21 KIPS

OVERHANG

11.9 14.9

10.5 -22.2 -23.7

-21.5

11.9 14.9

10.5 -33.6 -41.3

-30.3

11.9 14.9

10.5 -51.8

-47.9

-48.5 -48.5

-48.5

-63.03 -81.5

-55.07

23.2 25.9

-29.3 -34.7

-26.9

23.2 25.9

-25.4 -28.1

-24.2

4.00 FOUNDATIONS

4.01 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITIONS AND/OR

ADEQUACY OF ALL SUBGRADES, FILLS, AND BACKFILLS BEFORE PLACEMENT OF

FOUNDATIONS, SLABS, FILLS, BACKFILLS, ETC. COMPACT FILL BELOW FOOTING TO 98%

MODIFIED PROCTOR. FOUNDATION DESIGNED FOR 2,000 PSF ALLOWABLE BEARING

CAPACITY.

GENERAL STRUCTURAL NOTES:

3.00 STRUCTURAL STEEL

3.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO

AISC "SPECIFICATION…

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