PN91252_RTA_PLANS.pdf

PDF 23 MB Posted May 10, 2019

Attached to: PN 91252 Pedestrian Bridge Federal contract opportunity
Solicitation number: W912PM19R0012
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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PN 91252 Plans

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Other files attached to PN 91252 Pedestrian Bridge, newest first.
File	Type	Posted
W912PM19R0012-0007.pdf	PDF	Jun 10, 2019
W912PM19R0012-0007_Conformed.pdf	PDF	Jun 10, 2019
W912PM19R0012_PN_91252_Pedestrian_Bridge_Amendment_0005_-_Conform.pdf	PDF	Jun 7, 2019
W912PM19R0012_PN_91252_Pedestrian_Bridge_Amendment_0005_-_Mod.pdf	PDF	Jun 7, 2019
Geotechnical_Report.pdf	PDF	Jun 7, 2019
stormwater_vault_as-builts_-_pn91252.pdf	PDF	Jun 6, 2019
Technical_Summary_of_Changes.pdf	PDF	Jun 6, 2019
Amend_0003_91252_pedestrian_bride_conform.pdf	PDF	Jun 6, 2019
CU101.pdf	PDF	Jun 6, 2019
Amend_0003_91252_pedestrian_bride_modification.pdf	PDF	Jun 6, 2019
W912PM19R00120002_Conformed.pdf	PDF	Jun 3, 2019
W912PM19R00120002.pdf	PDF	Jun 3, 2019
W912PM19R00120001.pdf	PDF	Jun 1, 2019
W912PM19R00120001_Conformed.pdf	PDF	Jun 1, 2019
PN91252_RTA_SPECS.pdf	PDF	May 10, 2019
PN91252_RTA_PLANS_unlocked.pdf	PDF	May 10, 2019

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®of Engineers

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CONTRACT NO.:

RFP NO.: W912PM19R0012

ISSUE DATE:

APRIL 2019

PEDESTRIAN BRIDGE

PN 91252

FORT BRAGG, NORTH CAROLINA

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PN91252, FY 2018

FORT BRAGG

PEDESTRIAN BRIDGE OVER REILLY ROAD

SOLICITATION NO.: W912PM-19-R-0012

CONTRACT NO.:

ISSUE DATE: 6 MAR 2019

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ARCHITECTURAL ELECTRICALCIVIL STRUCTURAL

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STRUCTURAL

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ARCHITECTURAL

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CD101.DGN

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COVER SHEET

VICINITY MAP AND PROJECT LOCATION

GENERAL CONSTRUCTION NOTES

LEGEND AND ABBREVIATIONS

MATERIAL LAY DOWN AND CONTRACTOR PARKING AREAS

GENERAL NOTES

DESIGN DATA & ISOMETRIC VIEW

SPECIAL INSPECTIONS

OVERALL FOUNDATION PLAN

FOUNDATION PLAN A

FOUNDATION PLAN B

OVERALL FRAMING PLAN

FRAMING PLAN A

FRAMING PLAN B

NORTH ELEVATION

SOUTH ELEVATION

RAMP ELEVATION

SECTIONS

FOUNDATION DETAILS

CMU TYPICAL DETAILS

RAMP/LANDING DETAILS

TYPICAL FRAMING DETAILS

ABBREVIATIONS, SYMBOLS LEGEND, MATERIAL LEGEND, KEY NOTE LIST

BRIDGE ARCHITECTURAL PLAN - OVERALL

ENLARGED BRIDGE PLANS

BRIDGE ELEVATION & ENLARGED BRIDGE SECTIONS & DETAILS

BRIDGE SECTIONS

BRIDGE DETAILS

MISCELLANEOUS DETAILS AND DOOR SCHEDULE

GUARDRAIL AND HANDRAIL DETAILS

EXISTING CONDITIONS PLAN

DEMOLITION PLAN

SEDIMENT & EROSION CONTROL PLAN

SEDIMENT AND EROSION CONTROL DETAILS

LAYOUT AND UTILITY PLAN & PROFILE

SANITARY SEWER DETAILS

TITLESHEET ID. FILENAME

E-001

E-101

ES101

ELECTRICAL

E-001.DGN

E-101.DGN

ES101.DGN

LEGENDS, ABBREVIATIONS AND SCHEDULE

BRIDGE LIGHTING PLAN

ELECTRICAL SITE PLAN

US Army Corps of Engineers

WILMINGTON DISTRICT

L-101

L-102

L-101.DGN

L-102.DGN

LANDSCAPE PLAN - OVERALL

LANDSCAPE DETAIL, NOTES AND PLANT LIST

LANDSCAPE

RFP DATE: 19 APRIL 2018

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CONSULTANTS

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ACP #1

RANDOLPH GATE

ALL AMERICAN GATECONTROL

POV REGISTRATION, 5AM-9PM

DIRECTORATE OF PUBLIC WORKS

SOLID WASTE OFFICE BLDG.

BLDG 31338

CHICKEN RD ACP

KNOX GATE / TRUCK PLAZA

(COMMERCIAL VEHICLE

REGISTRATION, 5AM-9PM

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DIRECTORATE OF PUBLIC WORKS

BUILDING NO. 31631

BUTNER GATE

ROAD CLOSED WITH GATES OR

BARRIERS

MAJOR ROADS

STREETS

RAILROADS

INSTALLATION BOUNDARIES

INTERSTATE ROUTE

U. S. ROUTE

STATE ROUTE

LAKES

ACCESS ROUTE

ACP

ACCESS CONTROL POINT

LEGEND:

FORT BRAGG CANTONMENT

NOT TO SCALE

LAMONT ROAD

BORROW PIT

SOLID WASTE

TRANSFER STATION

PROJECT LOCATION

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1. PROPOSED HAUL ROUTE TO BE

VERIFIED BY CONTRACTING OFFICER.

NOTE:

CONTRACTOR LAYDOWN AREA

CONTRACTOR PARKING

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(24 HOURS)

(M-F 5AM-9PM

SAT-SUN 9AM-9PM

USACE WILMINGTON DISTRICT

OFFICE

PROPOSED

HAUL ROUTE

SEE NOTES 8

& 9.

FORT BRAGG LAMONT

RECYCLING FACILITY

SEE GC101 FOR

CONTRACTOR LAY

DOWN AND

PARKING AREAS

POST ACCESS CONTROL POINT (ACP) PLAN & SECURITY NOTES

1. VERIFY HOURS OF ALL GATES THROUGHOUT PROJECT. PROJECT HOURS SUBJECT TO CHANGE.

2. AS DIRECTED BY THE USACE PM, THE CHICKEN ROAD ACP MAY BE AVAILABLE TO CONTRACTORS.

INFO AND HOURS FOR ACP'S CAN BE FOUND AT

WWW.BRAGG.ARMY.MIL/INDEX.PHP/MY-FORT-BRAGG/ALL-SERVICES/GATE-INFORMATION.

3. ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF MEANS OF ENTRY; AUTOMATED

INSTALLATION ENTRY, TEMPORARY PASS, OR NEITHER. ALL CONTRACTOR'S COMMERCIAL OR

PRIVATELY OWNED VEHICLE'S REQUIRE REGISTRATION.

4. ALL COMMERCIAL VEHICLES MUST ACCESS THE TRUCK PLAZA ON KNOX STREET. THE

INSTALLATIONS DEFINITION FOR A COMMERCIAL VEHICLE IS: ANY VEHICLE AS LARGE AS OR

LARGER THAN AN ENCLOSED 15-PASSENGER VAN (NOT USED FOR PASSENGER

TRANSPORTATION) OR ANY COMPANY VEHICLE PULLING AN ENCLOSED TRAILER OF ANY SIZE, AND

ALL CIVILIAN FUEL TRUCKS. THIS INCLUDES U-HAUL TRUCKS, UPS/FEDEX DELIVERY VEHICLES, ETC. THE ONLY EXCEPTION TO THIS DEFINITION APPLIES TO ACTIVE DUTY MILITARY CAC CARD

HOLDERS ONLY IF THE VEHICLE CAN SAFELY NEGOTIATE THE LANE AT FORCE PROTECTION

CONDITION (FPCON) NORMAL OR A.

5. 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 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.

6. FORT BRAGG IS DESIGNATED AS A RESTRICTED AREA. RESTRICTED AREA POSTING RESTRICTS

PERSONS GAINING ACCESS TO MILITARY INSTALLATIONS FROM CONDUCTING IMAGERY

SURVEILLANCE, PHOTOGRAPHY AND VIDEO RECORDING WITHOUT THE INSTALLATION

COMMANDERS CONSENT.

7. THE INTRODUCTION OF WEAPONS, AMMUNITION, EXPLOSIVES OR OTHER PROHIBITED ITEMS AND

PHOTOGRAPHY ON FORT BRAGG IS PROHIBITED WITHOUT SPECIFIC AUTHORIZATION FROM THE

COMMANDER.

8. KNOX GATE COMMERCIAL TRAFFIC ONLY, UNREGISTERED VEHICLES AND MATERIAL

DELIVERABLES.

9. KNOX GATE IS TO BE USED FOR UNREGISTERED VEHICLES. IN ADDITION ALL MATERIAL

DELIVERIES MUST ENTER THROUGH THE KNOX TO BE INSPECTED.

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DETOUR ROUTE

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THIS AREA SEE

INSET ABOVE

INSET SEE

BELOW

PROPOSED

HAUL ROUTE

SEE NOTES 2.

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G-003

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.

8. DEMOLITION

A. A ROAD CLOSURE AND DETOUR SIGNAGE PLAN MUST BE PROVIDED FOR APPROVAL BY THE

INSTALLATION 30 DAYS FOLLOWING NOTICE TO PROCEED. ALL PLANS MUST BE DESIGNED

AND SIGN BY A PROFESSIONAL ENGINEER LICENSED IN NORTH CAROLINA.

B. 30 DAYS PRIOR TO ANY ROAD OR LANE CLOSURES A SEPARATE DETOUR AND SIGNAGE PLAN

MUST BE PROVIDED TO THE BASE FOR EXECUTION APPROVAL.

C. 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.

9. 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 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 EXISTS WITHIN THIS PROJECT AREA. IF CONTRACTOR SUSPECTS

ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE PRESENT HE SHALL NOTIFY THE

CONTRACTING OFFICER'S REPRESENTATION IMMEDIATELY.

D. ANY AND ALL ASPHALT THAT REQUIRES DEMOLITION SHALL BE MILLED AND REMOVED FROM

THE INSTALLATION.

7. STANDARDS

10. 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.

D. CONTRACTOR TO LOCATE TELECOM DUCT BANK FOR ADJACENT PROPERTIES PRIOR TO

CONSTRUCTION.

E. TRAFFIC SYNCHRONIZATION CABLING IS LOCATED WITHIN THE PROJECT AREA. THE

CONTRACTOR SHALL LOCATE ALL CABLING BY HAND PRIOR TO START OF CONSTRUCTION.

THIS SERVICE SHALL BE VISIBLY MARKED THROUGHOUT THE PROJECT. ANY DAMAGE TO THE

LINE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE WITHIN 24 HOURS OF IDENTIFIED

DAMAGE.

11. EXTERIOR UTILITY WORK

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

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

B. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MODIFICATIONS, WHETHER VERTICAL

ORHORIZONTAL, REQUIRED FOR THE INSTALLATION OF UTILITIES DUE TO EXISTING

CONDITIONS WHICH MAY NOT HAVE BEEN EVIDENT DURING THE DESIGN PROCESS.

12. SECURITY PROCEDURES FOR ACCESS

A. CONTRACTOR SHALL FOLLOW FT. BRAGG SECURITY REQUIREMENTS AT ALL TIMES.

REFER TO SPECIFICATION SECTION 01 14 00 FOR ADDITIONAL INFORMATION.

B. CONTRACTOR SHALL FOLLOW FT. BRAGG 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

FT. BRAGG 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.

1. INSTALLATION PERMITS:

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

· BORROW PIT PERMIT - DPW - ENVIRONMENTAL BRANCH (SUBMIT 14 CALENDAR DAYS

PRIOR 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 TO A STATE CERTIFIED C&D

LANDFILL OR SUB TITLE "D" LANDFILL, UNTIL A NEW PHASE III SECTION OF THE LANDFILL IS OPEN AND

OPERATING. 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 (910)396-4188, ATTN. SOLID

WASTE OFFICE.

· 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, SHANNON WESTON, 910-432-5093,

CHENEGA GLOBAL SERVICES, LLC, STORAGE TANKS AND WATER QUALITY PROGRAM,

FORT BRAGG-DPW-ECB SHANNON.R.WESTON.CIV@MAIL.MIL. - NA

13. PERMITS

2. FEDERAL

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

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.

7. 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 KNOWN, AND IS TO BE MODIFIED

AND SUBMITTED TO THE GOVERNMENT FOR REVIEW AND APPROVAL.

·WELDING

·CUTTING

·HEATING

2. CONSTRUCTION PHASING & PROJECT SCHEDULES

A. CLOSURE OF REILLY ROAD SHALL BE LIMITED TO WEEKEND WORK ONLY WITH A MINIMUM OF

30 DAYS ADVANCED NOTICE.

B. DETOUR FOR THE REILLY ROAD SHALL FOLLOW THE ROUTE DICTATED ON SHEET G-002.

ALTERNATE ROUTE SUGGESTIONS MUST BE APPROVED BY THE CONTRACTING OFFICER

REPRESENTATIVE.

C. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THE EXISTING CONDITION OF ADJACENT

STRUCTURES PRIOR TO ANY CONSTRUCTION ACTIVITIES. A FOLLOWING UP INSPECTION

SHALL BE COMPLETED THROUGHOUT CONSTRUCTION. THIS SHALL INCLUDE A DAILY

INSPECTION FOLLOWING PILE DRIVING ACTIVES. CONTRACTOR IS RESPONSIBLE FOR AND

DAMAGE TO ADJACENT STRUCTURES RESULTING FROM CONSTRUCTION ACTIVITY.

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

OPERATIONS CONDUCTED AT SURROUNDING BUILDINGS AND WORK AREAS.

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

F. CONTRACTOR SHALL PROVIDE A CONSTRUCTION PHASING PLAN AND 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.

G. 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 CONTROL PLAN SHEET CG101.

NOTE THAT LAMONT ROAD BORROW PIT WILL NOT BE IN OPERATION FOR THE CONSTRUCTION

PHASE OF THIS PROJECT FOR OBTAINING FILL DIRT. ALL REQUIRED FILL MATERIAL MUST

COME FROM A LOCATION OFF THE FACILITY. DISPOSAL OF SOIL IS NOT ACCEPTED ON BASE.

A. CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND 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 WORK FOR THIS PROJECT CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT,

TRANSPORTATION, AND MATERIALS NECESSARY TO PERFORM ALL WORK IN STRICT

ACCORDANCE WITH THE PROJECT PLANS & SPECIFICATIONS, APPLICABLE DIRECTORATE OF

PUBLIC WORKS (DPW) DRAWINGS, UNIFIED FACILITIES CRITERIA 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.

B. THE CONTRACTOR SHALL REFER TO THE PROJECT PLANS & SPECIFICATIONS IN ALL

SITUATIONS. THE CONTRACTOR SHALL BRING CONFLICTS BETWEEN PROJECT PLANS &

SPECIFICATIONS PRIOR TO BID 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.

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

SHALL ARRANGE A MEETING WITH THE COR AND FT. BRAGG 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.

3. COUNTY

·WATER WELL - NA

4. NC STATE PERMITS:

·DEMOLITION - NA

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

REMOVAL) - NA

·EROSION & SEDIMENT CONTROL (E&SC) PERMIT - NC DEQ 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 (PAGE 791)

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

(PAGE 207) FORT BRAGG FIRE DEPARTMENT. (SUBMIT 14 CALENDAR DAYS PRIOR TO WORK.)

4. LAMONT ROAD BORROW PIT

6. EROSION AND SEDIMENT CONTROL

GENERAL NOTES:

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5. GENERAL NOTES

CONTRACTOR SHALL COMPLY WITH THE MOST RESENT VERSION OF THE “FAA BASED NOTICE OF

PROPOSED CONSTRUCTION OR ALTERATION - OFF AIRPORT EXAMPLE” FORM 7460

CONTRACTOR SHALL COMPLY WITH THE MOST RECENTLY PUBLISHED FT. BRAGG SOLID WASTE AND

RECYCLING REQUIREMENTS. CON TACT JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL OR FAX TO

(910)396-4188, ATTN: SOLID WASTE OFFICE FOR ADDITIONAL INFORMATION.

CONTRACTOR SHALL COMPLY WITH THE DOCUMENT TITLED “1-PERMITS - SECURITY -PHOTO-ALARACT

087-2008 COMMERCIAL IMAGERY.

CONTRACTOR TO COORDINATE WITH PN79437 CONTRACTOR (SOF TRAINING COMMAND).

CONTRACTOR TO COORDINATE WITH CASSANDRA MACKLINE FOOD COURT MANAGER, MACKLINECAAAFES.COM

910-582-6124 & FAYE SIMMONS ARBY'S MANAGER SIMMONSFA@AAFES.CO 910-339-0366.

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.

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G-004

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

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

AND ASBESTOS WASTE.

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

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

C&D AND ASBESTOS WASTE.

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

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.

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 10-20-20 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

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

MOWED 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 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) 50 POUNDS

PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED

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 ONLY BE 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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DRAWING ABBREVIATIONS MATERIAL LEGEND

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

A/E ARCHITECT/ENGINEER

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

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASSY ASSEMBLY

ATC ACOUSTICAL TILE

CEILING

AVG AVERAGE

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

BD BOARD

BDRY BOUNDARY

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION

DOCUMENTS

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

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

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

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DRI DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

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

EA EACH

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FGL FIBERGLASS

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLG FLOORING

FLR FLOOR

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

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 ---------------------

G NATURAL GAS

GA GAGE/GUAGE

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER

REINFORCED GYPSUM

GLZ GLAZING

GMS GALVANIZED METAL STUD

GUT GUTTER

GYP BD GYPSUM BOARD

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

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

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

JAN JANITOR

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

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

LAM LAMINATE

LAV LAVATORY

LBS POUND

LIB LIBRARY

LIN LINEAR

LOC LOCATION

LT LIGHT

LVR LOUVER

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

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MFR MANUFACTURER

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MWP MEMBRANE WATERPROOFING

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

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OWSJ OPEN WEB STEEL JOIST

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

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

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

RB RESILIENT BASE

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RM ROOM

RO ROUGH OPENING

RV ROOF VENT

RVL REVEAL

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SGL SINGLE

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SL SLOPE

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

STD STANDARD

STL JST STEEL JOIST

STOR STORAGE

STRB/HRN STROBE/HORN

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

T TREAD

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

THK THICKNESS

TN TRUE NORTH

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

ACCESSORY BY MARK

AFF

Elevation

A202

SIM

NORTH ARROW

SQUARE FOOTAGE

ROOM NUMBER

ROOM NAME

VIEW NUMBER

WALL TAG

WINDOW TAG

DOOR TAG

LEVEL

MARK

SHEET NUMBER

SIMILAR TAG

DETAIL LOCATED ON SHEET (MAY ALSO BE

REF. UNDER TITLE FOR MULTIPLE SHEETS)

SIMILAR TAG

ELEVATION RELATIVE TO

FINISHED FLOOR

BUILDING SECTION

99 SIM

A103

99 SIM

AE101

VIEW NUMBER

SHEET NUMBER

SIMILAR TAG

PLAN NORTH INDICATOR

TRUE NORTH

MATCHLINE 11/ AE-101.A1MATCH LINE

NUMBER ON

MATCHING SHEET

CONTINUATION SHEET

DETAIL LOCATED

ON SHEET

AE101

VIEW IDENTIFIER

ROOM TAG WITH SQUARE FOOTAGES*

DETAIL CALLOUT

CALLOUT - DETAILS

ELEVATION

MATCH LINE

SIM

SIMILAR TAG

SIM

A202

SIM

A202

______________VIEW NUMBER

SHEET NUMBER

SIMILAR TAG

WALL SECTION

99 SIM

AE101

VIEW NUMBER

SHEET NUMBER

SIMILAR TAG

DETAIL CALLOUT

GRID HEAD

VIEW NUMBER

SHEET NUMBER

SIMILAR TAG

BUILDING ELEVATION

VIEW NUMBER

EXTENT OF DETAIL

KEYED NOTE

REVISION NOTE

EARTH - COMPACTED

FILL

CONCRETE

BRICK - MASONRY

STEEL

PLYWOOD

RIGID INSULATION

BATT INSULATIONFINISHED WOOD

BLOCKING

CONTINUOUS WOOD

CONCRETE MASONRY

UNIT (PLAN)

CONCRETE MASONRY

UNIT (SECTION) GLASS MAT

SHEATHING

SPRAY-FOAM

INSULATION

SAND, FIREPROOFING,

MORTAR, GROUT,

PLASTER, DRYWALL

SYMBOLS LEGEND

A202

SIM

103A

ROOM NAME

100 SF

CEILING TAG C1

PLAN

NORTH

FIRE EXTINGUISHER

CABINET

G-005

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STOP BAR

POND

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RESTAURANT

DRIVE-THRU

EQUIPMENT

ON CONC PAD

ASPHALT

A S

P H

A L T

ASPHALT

DUMPSTER

ENCLOSURE

C O

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K D

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PROPOSED PEDESTRIAN BRIDGE

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ARDENNES STREET

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US Army Corps of Engineers

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READY TO ADVERTISE

FOR OFFICIAL USE ONLY

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GC101

CONTRACTOR SITE AREAS

1"=50'

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A S

1. CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR

REPLACE ANY DAMAGE CAUSED TO THE EXISTING

PROPERTY. THIS INCLUDES BUT IS NOT LIMITED TO

PARKING LOT, PARKING LOT SIGNAGE, IRON RAIL FENCE,

DUMPSTER ENCLOSURE, ROAD SURFACES AND SIDEWALKS.

2. THE FOLLOWING AREAS WITHIN THE LAY DOWN AREAS SHOWN

SHALL NOT BE IMPACTED BY THE CONSTRUCTION OF THIS

PROJECT: DUMPSTER ACCESS, EMERGENCY VEHICLE ACCESS,

ADA PARKING SPACES & DELIVERY TRUCK ACCESS TO

BUILDING D-2104.

3. TWO WEEKS PRIOR TO PROJECT START SUBMIT PEDESTRIAN

AND VEHICULAR CIRCULATION PLAN TO COR FOR APPROVAL.

NOTE:

BLDG #2402

BLDG #2104

BLDG #H4802

P R

O P

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T R

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T O

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P R

O P

O S

T R

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T O

P A

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CONTRACTOR MAY TEMPORARILY POSITION ITEMS

(CRANES ETC.) IN THIS LOCATION ON AN EVENT BY

EVENT BASIS WITH A MAXIMUM LIMIT OF ONE WEEK

DURATION AND TWO WEEKS ADVANCE NOTICE.

BLOCKING OF THE PARKING LOT EXIT IS NOT

ALLOWED AT ANY TIME.

PEDESTRIAN BRIDGE

LIMITS OF

CONSTRUCTION

PEDESTRIAN BRIDGE

LIMITS OF

CONSTRUCTION

JFK PLAZA

W x

S x

W x

S x

S S x

W x

BUILDING D-2402

S x

S D x

S x

GUT=279.06'

INV=274.1' 24" HDPE SW

INV=274.1' 30" HDPE E

GUT=280.74'

INV=275.2' 24" HDPE S

INV=274.9' 24" HDPE NE

GUT=284.55'

INV=276.7' 24" HDPE SW

INV=276.6' 24" HDPE N

GUT=281.33'

INV=277.2' 24" HDPE S

INV=277.2' 24" HDPE NE

CB (N)

GUT=279.17'

INV=274.4' 18" HDPE S

INV=274.3' 18" HDPE N

CB (S)

GUT=279.20'

INV=274.4' 18" HDPE N

S S x

S S

S S x

TOP=288.08'

INV=283.2' 24" HDPE S

INV=283.1' 24" HDPE N

TOP=290.90'

INV=285.0' 18" HDPE S

INV=285.0' 24" HDPE N

S S x

S x

S D x

D x

S D x

S D

D x

S D x

D x

GUT=276.38'

INV=273.2' 18" HDPE S

INV=272.7' 24" HDPE N

C O

A I N

I N

A L

C O

A I N

I N

A L

TOP=289.55'

INV=286.0' 4" PVC S

INV=275.1' 8" PVC E

INV=275.1' 8" PVC N

C O

N C

RESTAURANT

DRIVE-THRU

EQUIPMENT

ON CONC PAD

1-STORY

BRICK

BUSINESS

ASPHALT

D x

TOP=287.3'

INV=284.0' 12" RCP S

INV=279.4' 18" RCP N

INV=279.0' 24" RCP W

INV=279.2' 24" RCP E

TOP=283.78'

INV=277.6' 12" UNK E

INV=274.6' 18" RCP S

INV=274.6' 24" RCP N

GUT=284.0'

INV=278.8' 12" UNK

RIPRAP

S D x

TOP=280.40'

INV=274.8' 36" CMP S

INV=271.8' 36" CMP N

TOP=282.07'

INV=272.5' 8" MTL S

INV=271.9' 8" MTL NE

TOP=282.80'

INV=272.3' 8" PVC W

INV=272.2' 8" MTL N

TOP=289.93'

TOP DROP=283.3' 8" PVC S

INV=273.9' BOT DROP 8" PVC S

INV=273.1' 8" PVC N

INV=273.1' 8" PVC E

GUT=277.3'

INV=274.4' 12" PVC

C O

N N

E C

O U

N D

S D x

5 1

DUMPSTER

ENCLOSURE

C O

N C

A L

K D

R I V

R E

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A R

B Y

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E T

H R

AAFES BLDG H-4802

C x

C x C x

C x

E x

C x

G x

E x

E E

E O

U N

C x

E x E x

C x

W x

E x

W x

C x

LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

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US Army Corps of Engineers

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FOR OFFICIAL USE ONLY

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S:\1784\178451226

EOI

H/C

UNK

LEGEND:

SURVEY CONTROL POINT

SIGN

TRAFFIC LIGHT SUPPORT POLE

PEDESTRIAN SIGNAL POLE

END OF INFORMATION

HANDICAP RAMP

LIGHT POLE

ELECTRIC HANDHOLE/PEDESTAL

ELECTRIC BOX

CABLE TELEVISION HANDHOLE, PEDESTAL

ELECTRIC METER

TELEPHONE/COMM MANHOLE

FIRE HYDRANT

WATER VALVE

SANITARY SEWER MANHOLE

SANITARY SEWER LINE

STORM DRAIN CATCH BASIN/CURB INLET

STORM DRAIN MANHOLE

STORM DRAIN LINE

UNDERGROUND ELECTRIC

UNDERGROUND COMM/TELEPHONE LINE

UNDERGROUND GAS LINE

UNKNOWN UNDERGROUND LINE

PINE TREE

FENCE

FDC

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. PROJECT NORTH IS NC GRID (NAD '83 NSRS 2011)

BASED ON GPS. ELEVATIONS ARE NAVD '88.

3. THIS MAP DOES NOT VERIFY THE EXISTENCE OF,

NOR CERTIFY THE LOCATION OF ANY

JURISDICTIONAL WETLANDS THAT MAY EXIST ON

OR NEAR THE PROPERTY.

4. UNDERGROUND UTILITIES WERE DESIGNATED

AND SURVEYED PER SUE LEVEL “B”

REQUIREMENTS PER INDUSTRY STANDARDS.

UTILITIES THAT WERE NOT CONDUCIVE ARE

SHOWN PER RECORD.

5. WE CANNOT GUARANTEE THAT ALL EXISTING

UNDERGROUND UTILITIES ACTIVE OR ABANDONED

IN THIS AREAS WERE LOCATED.

SCALE: 1" = 20'

0 20 40

VF101 1"=20'

EXISTING

CONDITIONS PLAN

SDMH

TOP=282.74'

INV=276.1' 36" RCP S

INV=275.9' 36" CMP N

SDMH

TOP=280.31'

INV=273.5' 24" RCP N

INV=273.8' 24" RCP S

OUT HIGHER THAN IN

SDMH

TOP=283.21'

INV=277.3' 30" RCP S

INV=276.8' 36" RCP W

INV=276.6' 36" RCP N

SDMH

TOP=282.61'

INV=276.8' 24" RCP NE

INV=276.8' 24" RCP S

INV=276.8' 24" RCP SW

SDMH

TOP=282.97'

SDMH

TOP=282.93'

INV=273.8' 24" RCP NE

INV=277.4' 30" RCP N

INV=273.7' 36" CMP W

SDMH

TOP=283.04'

SDMH

TOP=283.79'

SDMH

TOP=283.67'

INV=274.6' 36" RCP S

INV=273.6' 36" CMP N

GUT=283.1'

INV=274.8' 24" RCP S

INV=274.5' 36" RCP N

TOP=282.1'

INV=275.1' 24" RCP W

INV=275.1' 24" RCP N

SDMH

TOP=285.08'

INV=273.9' 36" CMP

SDMH

TOP=289.32'

INV=285.29' 8" PVC W

INV=278.71' 30" RCP N

INV=278.02' 36" CMP E

ELECTRIC PANELS

ELEC. BOX

TRANSFORMER

CONCRETE

WATER AND MUD

COVERS CONC.

B L

BRICK PAVERS

W x

BUILDING D-2402

B U

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D I N

E O

S x

S S x

S x

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F I N

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A I N

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C O

A I N

I N

A L

C O

N C

RESTAURANT

DRIVE-THRU

EQUIPMENT

ON CONC PAD

ASPHALT

DUMPSTER

ENCLOSURE

C O

N C

A L

K D

R I V

BLDG H-4802

R E

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B Y

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H R

BUILDING

ENTRANCE

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CD101

DEMOLITION PLAN

1"=20'

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SANITARY SEWER & WATER LINES SHOWN ALONG WITH

DEMOLITION ASSOCIATED WITH THEM, ARE INCLUDED

AS BID OPTION 1.

REMOVE EXISTING CONCRETE WALK. DEMOLITION WILL BE

TAKEN TO THE APPROPRIATE CONSTRUCTION JOINT. ANY

DAMAGE WILL REQUIRE THE REPLACEMENT OF THE

CONCRETE SQUARE. PATCHING IS NOT APPROPRIATE.

NO OPEN EXCAVATION FOR ELECTRICAL CONNECTION

REMOVE EXISTING SEWER MANHOLE

FLOWABLE FILL TO BE ADDED TO SANITARY SEWER

LINES ABANDONED IN PLACE

DEMOLISH EXISTING STORM AND OTHER FEATURES AS

NEEDED FOR NEW CONSTRUCTION. THESE EXISTING STORM

AND OTHER FEATURES SHALL BE RESTORED TO THEIR

ORIGINAL CONDITION ONCE CONSTRUCTION IS COMPLETE.

PROVIDE SAWCUT AT EDGE OF ASPHALT REMOVAL TO

PROVIDE A CLEAN EDGE.

KEY NOTES:

LEGEND:

DEMOLISH (SEE NOTE)

DEMOLISH PAVING CURB AND OTHER SURFACE FEATURES

FH AND LIGHT POLE TO REMAIN.

ABANDON IN PLACE

DEMOLISH

LIMITS OF CONSTRUCTION

REMOVE TREE

S E

L E

C T

R I C

E T

E S

T I N

U A

T I O

W x

S x

S S x

W x

BUILDING D-2402

B U

I L

D I N

0+001+002+003+004+005+00

B P

E P

0+501+50

2+50

3+504+50

S x

S D x

S x

GUT=279.06'

INV=274.1' 24" HDPE SW

INV=274.1' 30" HDPE E

GUT=280.74'

INV=275.2' 24" HDPE S

INV=274.9' 24" HDPE NE

GUT=284.55'

INV=276.7' 24" HDPE SW

INV=276.6' 24" HDPE N

GUT=281.33'

INV=277.2' 24" HDPE S

INV=277.2' 24" HDPE NE

CB (N)

GUT=279.17'

INV=274.4' 18" HDPE S

INV=274.3' 18" HDPE N

CB (S)

GUT=279.20'

INV=274.4' 18" HDPE N

S S x

TOP=288.08'

INV=283.2' 24" HDPE S

INV=283.1' 24" HDPE N

TOP=290.90'

INV=285.0' 18" HDPE S

INV=285.0' 24" HDPE N

S S x

S x

S D x

D x

S D x

S D

D x

S D x

GUT=276.38'

INV=273.2' 18" HDPE S

INV=272.7' 24" HDPE N

C O

A I N

I N

A L

C O

A I N

I N

A L

C O

N C

RESTAURANT

DRIVE-THRU

EQUIPMENT

ON CONC PAD

ASPHALT

D x

S D x

TOP=287.3'

INV=284.0' 12" RCP S

INV=279.4' 18" RCP N

INV=279.0' 24" RCP W

INV=279.2' 24" RCP E

TOP=283.78'

INV=277.6' 12" UNK E

INV=274.6' 18" RCP S

INV=274.6' 24" RCP N

GUT=284.0'

INV=278.8' 12" UNK

RIPRAP

S D x

X S

INV=271.8' 36" CMP N

TOP=282.07'

INV=272.5' 8" MTL S

INV=271.9' 8" MTL NE

TOP=282.80'

INV=272.3' 8" PVC W

INV=272.2' 8" MTL N

TOP=289.93'

TOP DROP=283.3' 8" PVC S

INV=273.9' BOT DROP 8" PVC S

INV=273.1' 8" PVC N

INV=273.1' 8" PVC E

GUT=277.3'

INV=274.4' 12" PVC

C O

N N

E C

O U

N D

S D x

DUMPSTER

ENCLOSURE

C O

N C

A L

K D

R I V

S S x

C x

C x C x

C x

E x

C x

G x

E x

E E

E O

U N

C x

E x E x

C x

W x

E x

W x

W x x

W x

C x

S F

SFSF

S F

R E

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BLDG H-4208

BLDG ENTRANCE

A R

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C A

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READY TO ADVERTISE

FOR OFFICIAL USE ONLY

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C-101

CONTROL PLAN

SEDIMENT & EROSION

1"=20'

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LEGEND:

INLET PROTECTION - SEE DETAIL 2 SHEET CG501

SEDIMENT FENCE - SEE DETAIL 1 SHEET CG501

LIMITS OF DISTURBANCE

SCALE: 1" = 20'

0 20 40

NOTES:

1. PLACE CLEARANCE WARNING SIGN IN ACCORDANCE WITH MUTCD REQUIREMENTS. USE MUTCD

SIGN TYPE W12-2 DISPLAYING " 17' - 9" ".

2. CONTRACTOR TO PROVIDE ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES, AS

NEEDED, TO KEEP ARBY'S DRIVE THRU CLEAR OF SEDIMENT

3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADDITIONAL EROSION CONTROL MEASURES AS

REQUIRED TO RETAIN SILT ON SITE UNTIL FINAL ESTABLISHMENT.

4. CONTRACTOR TO CLEAN EXISTING STORM INLETS AFFECTED BY PROJECT AT COMPLETION OF

PROJECT.

LIMIT OF DISTURBANCE

LIMIT OF

DISTURBANCE

LIMIT OF

DISTURBANCE

S I

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US Army Corps of Engineers

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FOR CURB INLETS WITHOUT GRATES

FOR CURB INLETS WITH GRATES

MAINTENANCE

1. REMOVE SEDIMENT FROM BEHIND DEVICE ONCE DEPTH

HAS REACHED HALF FULL.

2. CLEAN THE DEVICE AS NECESSARY WITH HIGH PRESSURE

WASH OR BROOM.

GUTTER EEL, GUTTER BUDDY OR

APPROVED EQUAL COMPRESSED

TIGHTLY AGAINST CURB

PROVIDE 2' RUNOUT

AGAINST CURB

EXISTING CURB & GUTTER

POSITION OVERFLOW FEATURE

AT CENTER OF OPENING

PROVIDE 2' RUNOUT

AGAINST CURB

EXISTING CURB INLET

EXISTING PAVEMENT

FLOW

F L

O W

FLOW

GUTTER EEL, GUTTER BUDDY OR

APPROVED EQUAL COMPRESSED

TIGHTLY AGAINST CURB &

ANCHOR TO GRATE W/ PLASTIC

OR WIRE TIES

EXISTING PAVEMENT

EXISTING CURB INLET

EXISTING CURB & GUTTER

CG101

NTS

CURB INLET PROTECTION

CG501

FILL SLOPE

GROUND LINE

4" MIN.

8" MIN

COMPACTED FILL (8" MIN.)

6' W/HIGH

STRENGTH

FABRIC WITHOUT

WIRE FENCE

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ANCHOR FILTER

FABRIC MIN. 8" DEEP

AND KEY IT IN 4"

HORIZONTALLY

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5' LONG MIN. STEEL POST

FILTER FABRIC

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…

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