SF00013-19_RTA_PLANS_(LOCKED).pdf

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Wilmington District

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SOTF PALLET BUILD ADDITION

FORT BRAGG, NC

SOLICITATION NO: W912PM20B0017

CONTRACT NO: TBD

AWARD DATE: JULY 2020

STRUCTURALCIVIL ARCHITECTURAL ELECTRICAL

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ROCKINGHAM

LAURINBURG

DARLINGTON

LUMBERTON

WHITEVILLE

WILMINGTON

ELIZABETHTOWN

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CLINTON

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US Army Corps of Engineers

WILMINGTON DISTRICT

801 JONES FRANKLIN ROAD, SUITE 300

RALEIGH, NC 27606-3394

(919) 851-6866

(919) 851-7024 FAX

LICENSE # F-0672

SOLICITATION NO.: XXXXXX-XX-X-XXXX

CONTRACT NO.: XXXXXX-XX-X-XXXX

ISSUE DATE: 06 JULY 2020

FORT BRAGG, NORTH CAROLINA

CONSTRUCT PALLET BUILD FACILITY, SOTF

SF-00013-19

FINAL SUBMITTAL

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01 JULY 2020

6-30-2020

01 JULY 2020

INDEX OF DRAWINGS

SHEET NO. FILE NAME TITLE SHEET NO. FILE NAME TITLE SHEET NO. FILE NAME TITLE

GENERAL

G-001

G-001.DGN COVER SHEET

G-002

G-002.DGN INDEX OF DRAWINGS

G-003

G-003.DGN FORT BRAGG CANTONMENT

G-004

G-004.DGN GENERAL CONSTRUCTION NOTES

G-005

G-005.DGN GENERAL CONSTRUCTION NOTES

SURVEY

VF101 VF101.DGN

EXISTING CONDITIONS AND DEMOLITION PLAN

CIVIL

CS101 CS101.DGN

SITE LAYOUT AND EROSION AND SEDIMENT CONTROL

C-501

C-501.DGN SITE DETAILS

C-502

C-502.DGN SITE DETAILS

STRUCTURAL

S-101

S-101.DGN GENERAL NOTES & 3D VIEWS

S-102

S-102.DGN FOUNDATION AND FRAMING PLANS

S-103

S-103.DGN STRUCTURAL ELEVATIONS

S-104

S-104.DGN STRUCTURAL DETAILS

ARCHITECTURE

AS101 AS101.DGN

FLOOR AND ROOF PLANS

AS102

AS102.DGN ARCHITECTURAL ELEVATIONS

AS103

AS103.DGN SECTIONS

AS104

AS104.DGN DETAIL SECTIONS

LIFE SAFETY

LS101

LS101.DGN LIFE SAFETY PLANS

ELECTRICAL

E-001 E-001.DGN

ELECTRICAL - GENERAL NOTES AND LEGENDS

E-101 E-101.DGN

ELECTRICAL - FLOOR PLANS - LIGHTING AND POWER

EG101 EG101.DGN

ELECTRICAL - ROOF PLAN - LIGHTNING PROTECTION

E-501 E-501.DGN

ELECTRICAL - DETAILS

E-502 E-502.DGN

ELECTRICAL - DETAILS

E-601 E-601.DGN

ELECTRICAL - RISERS AND SCHEDULES

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01 JULY 2020

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USACE SOCOM RESIDENT OFFICE

BLDG. NO. 2-2414 WOODRUFF ST.

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

PROJECT LOCATION

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ROAD CLOSED WITH GATES

OR BARRIERS

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ACP ACCESS CONTROL POINT

LEGEND:

FORT BRAGG CANTONMENT

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FORT BRAGG LAMONT

SOLID WASTE AND

RECYCLING FACILITY

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UPON LEAVING SOTF LAMONT

GATE IT IS THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE

THE BEST HAUL ROUTE TO THE

FORT BRAGG RECYCLING FACILITY.

ACCESS/HAUL ROUTE

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01 JULY 2020 G-003

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GENERAL NOTES:

A. CONTRACTOR SHALL COMPLY WITH CURRENT NORTH CAROLINA DEPARTMENT OF

ENVIRONMENTAL QUALITY (DEQ) EROSION AND SEDIMENT CONTROL PLANNING AND

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

EROSION CONTROL WORK, IF APPLICABLE.

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

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

C. CONTRACTOR SHALL COMPLY WITH CURRENT UFC, NC BUILDING CODE AND OTHER

APPLICABLE REQUIREMENTS AS INDICATED ON THESE CONTRACT DOCUMENTS.

7. DEMOLITION

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

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

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

8. TRAFFIC CONTROL

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

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

THE CONSTRUCTION PERIOD.

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

CONTRACTOR SHALL REPAIR AND RESTORE ALL EXISTING 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.

6. STANDARDS

9. EXISTING UTILITY INTERRUPTIONS

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

CONTRACTOR IS REQUIRED TO CONTACT THE CONTRACTING OFFICER AND OBTAIN APPROVAL

PRIOR TO ANTICIPATED INTERRUPTION.

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

CONTRACTOR'S SCHEDULE AND COORDINATED WITH THE COR.

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

14 DAYS IN ADVANCE.

10. EXTERIOR UTILITY WORK

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

WITH SANDHILLS UTILITY SERVICE (SUS). CONTACT MR. BILL CANNON AT (910) 818-3204.

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

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

FORRESTER AT (910) 495-1311.

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

PEIDMONT NATURAL GAS (PNG).

11. SECURITY POLICIES AND PROCEDURES

A. CONTRACTOR SHALL FOLLOW SECURITY OPERATIONS TRAINING FACILITY (SOTF) SECURITY

REQUIREMENTS AT ALL TIMES. REFER TO SPECIFICATION SECTION 01 00 60 FOR ADDITIONAL

INFORMATION.

B. ACCESS TO “FOR OFFICIAL USE ONLY” (FOUO) INFORMATION ON SOTF PROJECTS WILL BE LIMITED

TO U.S. CITIZENS WHO HAVE A VALID "NEED TO KNOW". IN THE EVENT THAT ACCESS TO

CLASSIFIED INFORMATION IS REQUIRED, AN ADDITIONAL SECURITY PROCEDURES GUIDE WILL BE

FURNISHED.

C. TO GAIN ACCESS TO THE SOTF SITE AND/OR PROJECT INFORMATION, A WRITTEN, EMAIL, OR FAX

REQUEST MUST BE MADE TO THE SOTF PROJECT MANAGER AT LEAST 5 BUSINESS DAYS IN

ADVANCE (SEE SPECIFICATIONS FOR REQUIRED FORM). A SEPARATE REQUEST MUST BE MADE

FOR EACH SITE VISIT. REFER TO SPECIFICATIONS FOR REQUIRED INFORMATION.

D. ONCE ACCESS HAS BEEN GRANTED, NO SOTF INFORMATION OR SITE ACCESS WILL BE GIVEN TO

THE INDIVIDUAL UNTIL HE OR SHE HAS SIGNED A SECURITY BRIEFING FORM. UPON SUCCESSFUL

COMPLETION, 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 SOTF 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.

E. PERSONNEL ENTERING SOTF WILL BE ESCORTED BY A FACILITY MEMBER OR BY A SECURITY

GUARD. USE OF ESCORTS WITHIN THE FACILITY IS DONE ROUTINELY FOR CONTRACTED AND

OTHER VISITING PERSONNEL REGARDLESS OF THEIR SECURITY CLEARANCE LEVEL.

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

SOTF SECURITY POLICIES AT ALL TIMES.

G. CONTRACTOR/VISITOR SHALL NOTIFY (BY EMAIL OR PHONE) THE GOVERNMENT'S CONTRACTING

OFFICER'S REPRESENTATIVE (COR), PROJECT MANAGER (PM), OR DESIGNATED QA PERSONNEL OF

THEIR ANTICIPATED ARRIVAL TIME ON SOTF EACH DAY OF CONTRACT PERFORMANCE. IF THE

CONTRACTOR DOES NOT ARRIVE AT SOTF WITHIN 90 MINUTES OF THEIR SCHEDULED ARRIVAL

TIME, AND DOES NOT COORDINATE DIRECTLY WITH THE COR, PM, OR QA FOR ANY SUCH LATE

ARRIVAL, THE DESIGNATED ESCORT FOR THE DAY WILL BE RELEASED FOR OTHER DUTIES AND

WILL NO LONGER BE AVAILABLE TO THE CONTRACTOR ON THAT DAY. NO SUCH INSTANCES MAY

BE USED BY THE CONTRACTOR AS GOVERNMENT CAUSED DELAY AND THE GOVERNMENT WILL

NOT EXTEND THE PERIOD OF PERFORMANCE.

H. ACCESS TO THE PROJECT AREA IS LIMITED TO NORMAL WORK HOURS (0730 TO 1600), MONDAY

THROUGH FRIDAY, EXCLUDES FEDERAL HOLIDAYS. CONTRACTOR PERSONNEL SHALL REPORT TO

THE SOTF LAMONT ROAD VISITOR CENTER AT 0730 TO EXCHANGE VALID PICTURE IDENTIFICATION

FOR A SOTF VISITOR BADGE. ALL CONTRACTOR VEHICLES WILL BE SEARCHED EACH DAY

STARTING AT 0730. ONCE THE BADGE EXCHANGE AND VEHICLE SEARCH IS COMPLETE, THE

CONTRACTOR SHALL CONVOY WITH THE ESCORT TO THE JOB SITE. THE CONTRACTOR MUST EXIT

THE SOTF COMPOUND BY 1600 EACH DAY. EXCEPTIONS, IF APPROVED BY THE PROJECT

MANAGER, MUST BE COORDINATED TWO WORK DAYS IN ADVANCE.

I. 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 SOTF.

J. FT. BRAGG AND SOTF ARE DESIGNATED AS RESTRICTED AREAS. IMAGERY SURVEILLANCE,

PHOTOGRAPHY AND VIDEO RECORDING ARE PROHIBITED WITHOUT THE INSTALLATION

COMMANDER'S AND SOTF CONSENT.

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

PHOTOGRAPHY OF THE FACILITIES IS PROHIBITED WITHOUT SPECIFIC AUTHORIZATION FROM THE

SOTF COMMANDER AND FT. BRAGG COMMANDER.

INSTALLATION:

v AIR QUALITY (GENERATORS) - DPW-ECB AIR QUALITY PROGRAM MANAGER v ARMY RADIATION PERMIT (ARP) - INSTALLATION RADIATION SAFETY OFFICER - VICTOR D. WOOTEN, 910-9088-4138 v BOILERS & GENERATORS PERMIT - DPW-ECB AIR QUALITY - MIKE FISHER, REM v BORROW PIT PERMIT - DPW - ENVIRONMENTAL BRANCH (SUBMIT 14 CALENDAR DAYS PRIOR TO WORK) v CONSTRUCTION AND DEMOLITION (C&D) WASTE PERMIT - FOR FORT BRAGG LAMONT ROAD CONSTRUCTION

AND DEMOLITION LANDFILL FACILITY - DPW - ENVIRONMENTAL BRANCH. SEE DPW'S SOLID WASTE AND

RECYCLING REQUIREMENTS, DATED 6 OCT 2016, OR CONTACT JEFF SLOOP AT

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

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

PRIOR TO WORK)

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

Ø REGULATORY PERMITS

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

PROGRAM MANAGER)

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

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

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

- ENVIRONMENTAL BRANCH, ENVIRONMENTAL COMPLIANCE BRANCH (ECB)

Ø TRANSPORTER AND DISPOSAL FACILITIES PERMITS

v IRRIGATION PERMIT - DPW WATER QUALITY PROGRAM MANAGER, SHANNON WESTON, 910-907-3214.

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

SHANNON WESTON, 910-907-3214.

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

v PHOTOGRAPHY - INSTALLATION PERMIT - DIRECTOR OPERATIONS DIRECTORATE DCS G3/5/7 - POC IS MR.

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

v TRAFFIC CONTROL PERMIT - DPW TRANSPORTATION ENGINEER, RAY GOFF, 910-907-1759 v UTILITY CONNECTION v UTILITY OUTAGE REQUESTS - FT BRAGG DPW

FEDERAL

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

NC STATE:

v ASBESTOS REMOVAL FOR DEMOLITION/RENOVATION - NCPH, RALEIGH (10 WORKING DAYS PRIOR TO REMOVAL) v AIR QUALITY v DEMOLITION v EROSION & SEDIMENT CONTROL (E&SC) CERTIFICATE OF APPROVAL/PERMIT - DEQ (FORMALLY NCDENR) DEPT

OF WATER QUALITY (DWQ)

v GENERAL STORMWATER DISCHARGE v GEOTHERMAL (POSSIBLE COUNTY INVOLVEMENT) v SEPTIC SYSTEM (POSSIBLE COUNTY INVOLVEMENT) v STORMWATER MANAGEMENT - NCDEQ AND FT BRAGG WATER MANAGEMENT BRANCH v WATER SYSTEM SERVICE (FIRE PROTECTION AND DOMESTIC WATER SERVICE) - NCDEQ.

ASUS :

v WATER AND SANITARY SEWER

COE SAFETY:

v CONFINED SPACE ENTRY PERMIT - (SEE EM 385-1-1, DATED 30 NOV 2014, SECTION 34 (STARTING ON PAGE 34-1) v ENERGIZED WORK PERMIT - MUST BE SUBMITTED TO THE COR IN ADVANCE FOR ACCEPTANCE. (SEE EM 385-1-1, DATED 30 NOV 14, PARAGRAPH 11.A.02C.

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

SPARK-PRODUCING OPERATIONS. (SEE EM 385-1-1, DATED 30 NOV 2014, PARA 09.A.04 (PAGE 9-1 & 2) & PAGE

Q-29. THE FORT BRAGG FIRE DEPARTMENT REQUIRES NOTICE 14 CALENDAR DAYS PRIOR TO WORK, FOR:

Ø WELDING

Ø CUTTING

Ø HEATING

12. PERMITS

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.

D. PERMITS, AS LISTED ABOVE, ARE NOT INTENDED TO BE A COMPLETE LIST. CONTRACTORS ARE TO ADD

ADDITIONAL PERMITS, AS THEY BECOME KNOWN. PERMIT SUBMITTALS ARE TO BE SUBMITTED TO THE

GOVERNMENT FOR REVIEW AND APPROVAL. AVOID OMISSIONS.

2. CONSTRUCTION PHASING & PROJECT SCHEDULES

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

OPERATIONS CONDUCTED AT SURROUNDING BUILDINGS AND WORK AREAS.

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

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

AND MOBILIZATION. CONTRACTOR SHALL PROVIDE WEEKLY UPDATES ON THE PROJECT

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

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

PHASING OF CONSTRUCTION.

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

CONSTRUCTION PERIOD. CONTRACTOR SHALL NOT ALLOW CONSTRUCTION ACTIVITIES TO

DISRUPT ON-GOING GOVERNMENT OPERATIONS.

3. CONTRACTOR STAGING AREA

A. SEE SEDIMENT AND EROSION CONTROL PLAN AND NOTES.

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

CONSTRUCTION PHASE OF THIS PROJECT.

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. CONTRACTOR SHALL COORDINATE EXACT PROJECT LIMITS WITH THE COR.

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 SPECIFICATIONS, APPLICABLE UNITED STATES ARMY CORPS

OF ENGINEERS (USACE) DRAWINGS, UNIFIED FACILITIES CRITERIA (UFC), SECURITY OPERATIONS

TRAINING FACILITY (SOTF) STANDARDS, FORT BRAGG INSTALLATION DESIGN GUIDELINES (IDG)

AND OTHER CONTRACT DOCUMENTS. THE SCOPE OF WORK OF THIS CONTRACT IS REFERENCED

IN PROJECT SPECIFICATIONS SECTION 01 00 05.

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 WILL BE FIELD VERIFIED 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. CONTRACTOR SHALL COORDINATE EXACT PROJECT

LIMITS WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR).

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

ARRANGE A MEETING WITH THE CONTRACTING OFFICER AND SOTF REPRESENTATIVE TO DISCUSS

ALL ELECTRICAL OUTAGE PROCEDURES FOR SHUTDOWN OF ANY ELECTRICAL PANELS. THE

ELECTRICAL CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER, IN WRITING, AT LEAST 7

DAYS PRIOR TO ANY ELECTRICAL SHUTDOWN DURING DEMOLITION OR NEW CONSTRUCTION.

G. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE BEST AVAILABLE HAUL ROUTE TO THE

FORT BRAGG LAMONT RECYCLING FACILITY AND SHALL COORDINATE WITH THE COR AS NEEDED.

4. LAMONT ROAD BORROW PIT

5. EROSION AND SEDIMENT CONTROL

12. PERMITS (CONTINUED)

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

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

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B

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US Army Corps of Engineers

F O

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FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

U S

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01 JULY 2020 G-004

G E

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G D

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

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

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

TRANSFER STATION AT THE LAMONT LANDFILL FACILITY IS CLOSED

AND WILL NOT ACCEPT MSW AT THE FACILITY.

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

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

C&D, ASBESTOS WASTE, AND MSW.

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

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

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

HAZARDOUS OR HARMFUL MATERIALS INCLUDING BUT NOT LIMITED

TO SLURRY FROM HORIZONTAL DIRECTIONAL DRILLING.

THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL

WASTE DISPOSED AND MATERIALS RECYCLED OFF FORT BRAGG.

THE DEPARTMENT OF THE ARMY (DA) AND THE NORTH CAROLINA

DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) REQUIRES

MONTHLY AND ANNUAL REPORTING OF ALL MATERIALS (WASTE AND

RECYCLABLES) MANAGED BY FORT BRAGG. THE FORT BRAGG

ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING

OFFICE IS RESPONSIBLE FOR COMPILING DATA INTO MONTHLY

DIRECTORATE REPORTS TO BE CONSOLIDATED INTO REPORTS FOR

THE DA AND THE NC DEQ. A PROVIDED FORM FROM THE SOLID

WASTE/RECYCLING OFFICE OR A CONTRACTOR FORM SHALL BE

FILLED OUT WITH THE TYPE OF WASTE OR RECYCLED MATERIAL, THE

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

FACILITY THE WASTE OR RECYCLABLES WERE DELIVERED. THIS

INFORMATION IS REQUIRED TO BE SENT TO THE FORT BRAGG SOLID

WASTE/RECYCLING OFFICE BY THE SECOND FRIDAY OF EACH

MONTH. EMAIL TO JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL

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

THE LAMONT LANDFILL FACILITY WILL ACCEPT RECYCLABLES ITEMS.

1) CONCRETE, BRICK AND BLOCK

- SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED

PAINT TO BE RECYCLED

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

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD

- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE

2) TREES, LIMBS AND STUMPS

- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH

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

SHALL BE CUT TO LENGTHS OF 3 FEET OR LESS

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD OR IN STUMP

ROOTS

- WILL EXCEPT GROUND WOOD CHIPS

- LOADS SHALL BE FREE OF TRASH

3) PALLETS

- SERVICEABLE AND NON-SERVICEABLE PALLETS

4) SCRAP STEEL

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

5) SCRAP ALUMINUM

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

6) CARDBOARD TO BE RECYCLED

- A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD

- ALSO CARDBOARD CAN BE TAKEN TO THE FORT BRAGG

RECYCLING CENTER AT BLDG 3-1240, BUTNER AND REILLY

ROAD

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

TRASH, ETC.

7) ALL RECYCLABLE MATERIALS FROM A CONSTRUCTION OR

DEMOLITION JOB IS PROPERTY OF THE GOVERNMENT UNLESS

THE CONTRACT SPECIFIES THAT THE CONTRACTOR CAN OBTAIN

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

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

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

DPW RECYCLING CENTER OR THE RECYCLING AREA AT THE

LAMONT LANDFILL FACILITY.

A LANDFILL USAGE PERMIT, FOR CONTRACTORS, SHALL BE

OBTAINED FROM THE DIRECTORATE OF PUBLIC WORKS,

ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING

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

STATE LAW AND FORT BRAGG REGULATIONS REQUIRES COVERING

OF LOADS OF WASTE OR RECYCLABLES TO PREVENT LITTER.

ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO BE

INSPECTED OF THEIR CONTENTS WHILE BEING PRESENT ON FORT

BRAGG.

SOLID WASTE AND RECYCLING NOTES

APPLY FERTILIZER/LIME AT RATES AS DETERMINED BY LABORATORY SOIL

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

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

1. AREA WILL BE TILLED TO 4" DEPTH.

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

ACRE.

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

POUNDS PER 1000 SQUARE FEET. THE FERTILIZER SHOULD BE EITHER

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

PLANTING AND THE SECOND HALF AFTER PERMANENT SEED GERMINATES.

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

OF SOIL PRIOR TO SEEDING.

5. SEED MIX AND RATE:

FORT BRAGG SEEDING SPECIFICATION

SITE AREA

DESCRIPTION

1) GROUND STABILIZATION *

STABILIZATION

TIME FRAME

PERIMETER DIKES,

SWALES, DITCHES

AND SLOPES

7 DAYS

STABILIZATION TIME

FRAME EXCEPTIONS

NONE

HIGH QUALITY

WATER (HQW)

ZONES

7 DAYS NONE

SLOPES STEPPER

THAN 3:1

7 DAYS

IF SLOPES ARE 10' OR LESS IN

LENGTH AND ARE NOT STEEPER

THAN 2:1, 14 DAYS ARE

ALLOWED.

SLOPES 3:1 OR

FLATTER

14 DAYS

7-DAYS FOR SLOPES GREATER

THAN 50 FEET IN LENGTH AND

WITH SLOPES STEEPER

THAN 4:1

ALL OTHER AREAS

WITH SLOPES

FLATTER THAN 4:1

14 DAYS

NONE (EXCEPT FOR

PERIMETERS AND

HQW ZONES)

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

BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE

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

MAINTENANCE DURING ESTABLISHMENT PERIOD

MAINTENANCE OF THE SEEDED AREAS SHALL INCLUDE PROTECTING

EMBANKMENTS AND DITCHES FROM SURFACE EROSION; MAINTAINING EROSION

CONTROL MATERIALS AND MULCH; PROTECTING INSTALLED AREAS FROM

TRAFFIC; MOWING; WATERING; AND POST-FERTILIZATION.

MOWING

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

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

SHALL BE REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT

FROM REACHING THE GROUND SURFACE.

B. EROSION CONTROL AREAS: EROSION CONTROL AREAS SHALL BE

MOVED TO A MINIMUM 4 INCH HEIGHT WHEN THE PLANTS ARE

MAXIMUM 8 INCHES HIGH. CLIPPINGS SHALL BE REMOVED WHEN THE

AMOUNT CUT PREVENTS SUNLIGHT FROM REACHING THE GROUND

SURFACE.

POST-FERTILIZATION

AFTER THE PERMANENT GRASS HAS BEEN ACCEPTED, AND BETWEEN

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

FERTILIZER PER ACRE.

REPAIR OF REINSTALL

UNSATISFACTORY STAND OF GRASS PLANTS AND MULCH SHALL BE

REPAIRED OR REINSTALLED, AND ERODED AREAS SHALL BE REPAIRED

UNTIL A SATISFACTORY STAND OF GRASS RESULTS.

(Rv. 9 JUNE 2017)

TEMPORARY SEEDING

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

PER ACRE WINTER WHEAT (TRITICUM SPELTA)

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

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

MILLET (BRACHIARIA RAMOSUM)

PERMANENT SEEDING "COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER

AND 28 FEBRUARY 50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE

(FESTUCA ARUNDINACEA) 25 POUNDS PER ACRE COMMON 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

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

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

ASPHALT OR BY CRIMPING THE STRAW INTO THE GROUND.

EMULSIFIED ASPHALT: EMULSIFIED ASPHALT SHALL BE APPLIED AT A RATE

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

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

AND BANKS TO PREVENT WIND DAMAGE.

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

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

MULCH ANCHORING TOOL. CRIMPING IS NOT PERMITTED ON SLOPES

STEEPER THAN 3:1.

HYDROSEEDING: HYDROSEEDING SHALL ONLYBE ALLOWABLE ON SLOPES

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

COMPLETED PRIOR TO HYDROSEEDING. HYDROSEEDING SHOULD BE APPLIED IN

TOW APPLICATIONS. THE FIRST APPLICATION WILL CONSIST OF

OF THE MULCH

AND

OF THE SEED AND THE SECOND APPLICATION WILL CONSIST OF

OF THE

MULCH AND

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

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

RECOMMENDATION, WHICHEVER IS HIGHER.

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

FLOODPLAINS, GENERAL OFFICER QUARTERS AND HISTORIC DISTRICT. CONTACT

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

WHEN SEEDING THESE AREAS.

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

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

JACK WILSON AT 910-396-2301/2823.

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

SHALL BE UNDERTAKEN EXCEPT IN ACCORDANCE WITH THE FOLLOWING

MANDATORY REQUIREMENTS:

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

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

FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT (FINAL

GRADE).

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

ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE

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

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

GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR

PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO

RESTRAIN EROSION.

ALL PERIMETER DIKES, DITCHES, SWALES PERIMETER SLOPES OR SLOPES

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

TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS

PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS.

FORT BRAGG SEEDING SPECIFICATION (CONT.)

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

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US Army Corps of Engineers

F O

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FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

U S

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D

A R

L I N

G T

E

W I L M

I N

G T

O N

N

O R

R

O L I N

A

W I L M

I N

G T

S

T R

I C

T

J U

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

01 JULY 2020 G-005

G E

N E

R A

L

C

O N

S T

R U

C T

I O

N

N

O T

E S

R

D

O W

N S

M

M

I L E

Y

D

S

A L T

S M

A N

R

D

O W

N S

G D

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

W

W

W

W

W

W

W

W

W

W

W

W

E

S

E

S

E

S

E

S

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SOTF-PALLET-3

USMART PID: AHP683

FOUND MAGNAIL

N: 511930.88

E: 1977571.70

EL: 291.08

W W

W

W

W

ES

E S

ES

E S

E

S

S

A

N

S

A

N

SEWER MH

INVERT = 282.74

RIM ELEV = 290.90

C

E

E

S

E

S

E

S

E

S

S

D

S

D

D

S

S

A

N

S

A

N

SEWER MH

INVERT (BOTTOM) = 289.71

RIM ELEV = 294.10

S

S

A

N

S

A

N

SEWER MH

INVERT (BOTTOM) = 284.12

INVERT (8" PVC IN SE) = 287.60

RIM ELEV = 292.47

CO

W

W

W

W

W

W

W

W

W

W

W

W

W

A

C

O1929

O1908

O1936

CONCRETE

PAVEMENT

S

D

S

D

D

C

O

N

E

X

C

O

N

E

X

C

O

N

E

X

C

O

N

E

X

C

O

N

E

X

JERSEY

BARRIERS

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

SOTF-PALLET-4

USMART PID: AHP684

SET 8" SPIKE

N: 511809.23

E: 1977653.54

EL: 295.52

5 2

GRAVEL PARKING AREA

E

G

I S

E

G

I S

E

G

I S

E

G

I

S

E

G

I

S

E

G

I

S

E

G

I

S

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

NOTES:

1. THE MOST NORTHERN ELECTRICAL LINE SHOWN PER

GIS ARE APPROXIMATE. GIS DATA IS FROM THE FORT

BRAGG GIS DATABASE. CONTRACTOR SHALL USE

THIRD PARTY UTILITY LOCATOR AND FIELD VERIFY THE

LOCATION OF ALL EXISTING UNDERGROUND UTILITIES

PRIOR TO START OF ANY CONSTRUCTION WORK.

2. CONTRACTOR SHALL FILE A SERVICE REQUEST TO

FORT BRAGG DPW AT 910-396-0325 TO OBTAIN A

DIGGING PERMIT(S) PRIOR TO DIGGING.

3. THE INFORMATION SHOWN HEREON IS BASED ON

ACTUAL FIELD SURVEYS PERFORMED BY USACE

WILMINGTON DISTRICT. SEE SURVEY NOTES.

KEY NOTES :

1. CONEX BOXES WILL BE REMOVED BY GOVERNMENT

PRIOR TO CONSTRUCTION, TYPICAL OF 5.

2. SAWCUT AND DEMOLISH CONCRETE PAVEMENT FOR

FOOTERS AND GROUNDING RODS/LINE. LEAVE CLEAN

AND NEAT EDGES AND INSTALL NEW CONCRETE WITH

EXPANSION JOINT, TYPICAL OF 9 FOOTERS AND

APPROXIMATELY 175 LF OF TRENCH.

3. LIMITS OF DISTURBANCE.

4. PROJECT LIMITS.

5. ELECTRIC LINE TO REMAIN. CONTRACTOR SHALL USE

EXTREME CAUTION AND PROTECT THE LINE DURING

CONSTRUCTION. CONTRACTOR SHALL COORDINATE

WITH SUS AS NECESSARY. SEE NOTE 1.

NORTH

PLAN

A4

EXISTING CONDITIONS AND DEMOLITION PLAN

SCALE: 1" = 20'

T R

VF101

E X

I S

T I N

G

C

O N

D I T

I O

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O L

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L A

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M

I L E

Y

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A L T

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V F

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W G

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

A

B

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S U

B M

I T

T E

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B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

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S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

C A

T E

G O

D

E

F I

M

E

J O

N E

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F

R A

N K

L

S

U I T

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L E

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L I C

E N

US Army Corps of Engineers

F O

A

G G

N

O R

R

O L I N

A

C O

N S

T R

U C

T

P

A L L E

T

B

U I

C

I L I T

Y

S

O T

F

S F

F I N

B

M I T

T A

L

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D

A R

L I N

G T

E

W I L M

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O L I N

A

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X

01 JULY 2020

EXISTING LEGEND

CONTROL POINT

SANITARY SEWER MANHOLE

DROP INLET

WATER VALVE

SANITARY SEWER LINE

W W

ROAD CENTERLINE

WATER LINE

E E E

UNDERGROUND ELECTRIC

S

D

ROOF DRAIN

W

WATER HANDHOLE

BOLLARD

COMMUNICATION MANHOLE

ELECTRIC MANHOLE

C

E

E

ELECTRIC TRANSFORMER

ELECTRIC HANDHOLE

HVAC

AC

BUILDING

CONCRETE PAVEMENT

SAN

SD

STORM SEWER LINE

SANITARY SEWER CLEANOUT

CO

ELECTRIC STUB OUT

XX

OR

DEMOLISH

DEMOLITION LEGEND:

SURVEY NOTES:

1. SURVEY PERFORMED BY:

JAMES D. JACARUSO, NC PLS L-3706

USACE, WILMINGTON DISTRICT

910-251-4780 (OFFICE)

910-409-8875 ( CELL)

2. HORIZONTAL AND VERTICAL CONTROL:

THE LOCAL PROJECT CONTROL POINT (LPCP) IS SOTF-PALLET-4, A 8"

SPIKE, SET IN NATURAL GROUND (COE PID: AHP684). THE NAD 1983 NC

STATE PLANE COORDINATES, AND NAVD 1988 ELEVATION, IN U.S. SURVEY

FEET FOR SOTF-PALLET-4 ARE AS FOLLOWS:

N: 511,809.23

E: 1,977,653.54

Z: 295.52

THE FIELD SURVEY WAS PERFORMED USING RTK GNSS, WITH A LOCAL

BASE STATION SET UP AT THE LPCP AND ROBOTIC TOTAL STATION. THE

LPCP WAS ESTABLISHED WITH A STATIC SESSION OF 3 1/2 HOURS. THE

POSITION WAS VERIFIED WITH CHECK SHOTS ON STANTEC POINTS 2 AND

1210.

3. NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE

FOLLOWING:

A. 100-YEAR FLOOD LIMITS;

B. WETLANDS;

C. UNDERGROUND STORAGE FACILITIES;

D. GRAVES, CEMETERIES, OR BURIAL GROUNDS;

E. HAZARDOUS WASTE

4. UTILITY LOCATIONS ARE BASED ON DPW MARKINGS ON THE GROUND AND

VISIBLE ABOVE GROUND FEATURES AT THE TIME OF THE FIELD SURVEY.

5. DATE OF FIELD SURVEY: 1 MAY 2020.

TOTAL DISTURBED

AREA = 3,750 SF

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

W

W

W

W

W

W

W

W

W

W

W

W

E

S

E

S

E

S

E

S

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W

W

W

ES

E S

ES

E S

E

S

S

A

N

S

A

N

SEWER MH

INVERT = 282.74

RIM ELEV = 290.90

C

E

E

S

E

S

E

S

E

S

S

D

S

D

D

S

S

A

N

S

A

N

SEWER MH

INVERT (BOTTOM) = 289.71

RIM ELEV = 294.10

S

S

A

N

S

A

N

SEWER MH

INVERT (BOTTOM) = 284.12

INVERT (8" PVC IN SE) = 287.60

RIM ELEV = 292.47

CO

W

W

W

W

W

W

W

W

W

W

W

W

W

A

C

O1929

O1908

O1936

CONCRETE

PAVEMENT

S

D

S

D

D

JERSEY

BARRIERS

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

5 2

GRAVEL PARKING AREA

E

G

I S

E

G

I S

E

G

I S

E

G

I

S

E

G

I

S

E

G

I

S

E

G

I

S

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

T

P

F

T

P

F

T

P

F

T

P

F

S

F

S

F

S

F

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

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L

O

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L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

KEY NOTES :

1. INLET PROTECTION, SEE DETAIL G11 ON SHEET C-502.

2. LIMITS OF DISTURBANCE.

3. SEDIMENT FENCE OUTLET, SEE DETAIL G14 ON SHEET

C-501.

4. TREE PROTECTION FENCE, SEE DETAIL A8 ON SHEET

C-501.

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

6. PROJECT LIMITS.

7. PALLET BUILD FACILITY, SEE ARCHITECTURAL.

8. CONCRETE PAVEMENT, SEE DETAIL E16 ON SHEET

C-502.

9. PROPOSED CONCRETE, MATCH EXISTING GRADE. SEE

STRUCTURAL FOR FOOTINGS.

10.SPLASH BLOCK, SEE DETAIL L5 ON SHEET C-502.

11.PERMANENT BOLLARD (TYPICAL OF 12), SEE

DETAIL F5 ON SHEET C-502.

12.296' CONTOUR LINE. CONTRACTOR TO ENSURE

THERE IS A MINIMUM 3" DROP IN ELEVATION AT EDGE OF

PROPOSED SLAB.

NORTH

PLAN

A4

SITE LAYOUT AND EROSION AND SEDIMENT CONTROL PLAN

SCALE: 1" = 20'

T R

CS101

S I T

E

L

A Y

O U

T

A

O

S I O

N

A

D I M

E N

T

C

O N

T R

A

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D

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M

M

I L E

Y

D

S

A L T

S M

A N

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C S

D

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

A

B

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N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

C A

T E

G O

D

E

F I

M

E

J O

N E

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F

R A

N K

L

S

U I T

E

R A

L E

I G

H

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C

F

A X

L I C

E N

US Army Corps of Engineers

F O

A

G G

N

O R

R

O L I N

A

C O

N S

T R

U C

T

P

A L L E

T

B

U I

C

I L I T

Y

S

O T

F

S F

F I N

B

M I T

T A

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FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

U S

A

R M

Y

C

O R

E

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I N

E E

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D

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01 JULY 2020

CONCRETE PAVEMENT

SF

SEDIMENT FENCE OUTLET

LEGEND PROPOSED:

INLET PROTECTION

SF

SEDIMENT FENCE OUTLET

PROPOSED FACILITY

(CANOPY ABOVE)

NOTES:

1. UNDER NO CIRCUMSTANCES IS DISTURBANCE

PERMITTED OUTSIDE THE LIMITS OF DISTURBANCE

SHOWN.

2. CONTRACTOR SHALL INSTALL NEW CONCRETE AT

FOOTINGS TO MATCH EXISTING TOP OF PAVEMENT

ELEVATIONS. SLOPE TO DRAIN.

3. CONTRACTOR TO ENSURE THERE IS POSITIVE DRAINAGE

ACROSS SITE TO PREVENT PONDING OF WATER.

4. CONTRACTOR SHALL INSTALL EROSION AND

SEDIMENTATION CONTROL MEASURES AS NECESSARY

TO PREVENT EROSION AND SEDIMENTATION FROM

STORMWATER RUNOFF FROM THE PROJECT LIMITS.

INSTALL PRIOR TO BEGINNING ANY LAND DISTURBING

WORK.

5. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR

PROPOSED CANOPY FLOOR PLANS AND ELEVATIONS.

CONSTRUCTION SEQUENCE:

1. INSTALL EROSION AND SEDIMENT CONTROLS.

2. COMMENCE SITE WORK, DEMOLITION, AND

CONSTRUCTION. ALL EXCAVATION FROM UTILITY

TRENCHING SHOULD BE PLACED ON THE HIGH SIDE OF

THE TRENCH.

3. COMMENCE FINAL SITE STABILIZATION. ALL AREAS

MUST BE STABILIZED WITH FINAL PAVING OR

PERMANENT VEGETATION BEFORE REMOVAL OF

EROSION AND SEDIMENT CONTROLS.

SEDIMENT AND EROSION

CONTROL NOTES:

1. UPON CONSTRUCTION COMPLETION ALL NON-PAVED

DISTURBED AREAS WITHIN PROJECT LIMITS SHALL BE

PERMANENTLY STABILIZED WITH SOD.

TOP OF CONCRETE = +/-296.50'

TOP OF CONCRETE = +/-296.10'

MATCH EXISTING

CONCRETE ELEVATION

MATCH EXISTING

CONCRETE ELEVATION

C-501

I T

E

D

E T

A I L

S

R

D

O W

N S

M

M

I L E

Y

D

S

A L T

S M

A N

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D

O W

N S

C D

W G

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

A

B

C

D

E

F

G

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M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

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S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

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SHEET ID

C A

T E

G O

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F I

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J O

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S

U I T

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L E

I G

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F

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L I C

E N

US Army Corps of Engineers

F O

A

G G

N

O R

R

O L I N

A

C O

N S

T R

U C

T

P

A L L E

T

B

U I

C

I L I T

Y

S

O T

F

S F

F I N

B

M I T

T A

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FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

U S

A

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C

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01 JULY 2020

FILL SLOPE

GROUND LINE

4" MIN.

8" MIN

COMPACTED FILL (8" MIN.)

8' W/STANDARD

FABRIC WITH

WIRE FENCE

MIN. 14 GAUGE

WIRE FENCE

6' W/HIGH

STRENGTH

FABRIC WITHOUT

WIRE FENCE

S T

E E

L

P O

S T

ANCHOR FILTER

FABRIC MIN. 8" DEEP

AND KEY IT IN 4"

HORIZONTALLY

N

5' LONG MIN.

FILTER FABRIC

ELEVATION

SECTION

NOTES:

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

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

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

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

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

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

PROJECTIONS TO FACILITATE FASTENING TO FABRIC.

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

FOR USE WITH STANDARD STRENGTH FILTER FABRIC.

MAINTENANCE

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

ANY REQUIRED REPAIRS IMMEDIATELY.

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

INEFFECTIVE, REPLACE IT PROMPTLY.

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

IMMEDIATELY.

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

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

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

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

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

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

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

THE SEDIMENT FENCING REMOVAL.

CONSTRUCTION NOTES FOR SEDIMENT FENCE FABRIC

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

SYNTHETIC FILTER FABRICS.

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

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

SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)

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

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

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

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

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

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

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

STRENGTH.

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

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

24 INCHES.

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

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

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

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

PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.

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

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

THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SEDIMENT SILT FENCE

PERFORMANCE.

10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.

STEEL POST

M I N

SEDIMENT FENCE

SCALE: NOT TO SCALE

A1

40"

5'-0" O.C. MAX

NOTES:

1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.

2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.

3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.

4. PLACE A SIGN AT EACH END OF LINEAR TREE PROECTION AND 50' ON CENTER

THEREAFTER.

5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS

THAN ONE SIGN PER PROTECTION AREA.

6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.

7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.

CONSTRUCTION SPECIFICATIONS:

PLACE BARRIERS TO PREVENT THE APPROACH OF EQUIPMENT WITHIN THE DRIP LINE

OF TREES TO BE RETAINED.

DO NOT NAIL BOARDS TO TREES DURING BUILDING OPERATION.

DO NOT CUT TREE ROOTS INSIDE THE TREE DRIP LINE.

DO NOT PLACE EQUIPMENT, CONSTRUCTION MATERIALS, TOPSOIL, OR FILL DIRT WITHIN

THE LIMIT OF THE DRIP LINE OF TREES TO BE SAVED.

IF A TREE MARKED FOR PRESERVATION IS DAMAGED, REMOVE IT AND REPLACE IT WITH

A TREE OF THE SAME OR SIMILAR SPECIES, 2-INCHES CALIPER OR LARGER, FROM

BALLED AND BURLAPED NURSERY STOCK WHEN ACTIVITY IN THE AREA IS COMPLETE.

DURING FINAL SITE CLEANUP, REMOVE BARRIERS AROUND TREES.

MAINTENANCE:

IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN

SUCH CASES, REPAIR ANY DAMAGE TO THE CROWN, TRUCK OR ROOT SYSTEM

IMMEDIATELY.

REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM

WITH TREE PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED

ROOTS.

REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA, TAPER THE

CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.

CUT OFF ALL DAMAGED TREE LIMITS ABOVE THE TREE COLLAR AT THE TRUNK

OR MAIN BRANCH. USE THREE SEPARATE CUTS TO AVOID PEELING PARK FROM

HEALTHY AREA OF TREES.

WARNING SIGN DETAIL

STEEL POST (1.33 LB/FT)

WOVEN WIRE FABRIC

WARNING SIGN

ORANGE, UV RESISTANT,

HIGH - TENSILE STRENGTH,

POLY BARRICADE FABRIC

(TYPICAL)

GRADE

SIDE VIEW

WARNING SIGN

MIN. 12-1/2 GA.

INTERMEDIATE

WIRES

GRADE

ORANGE, UV RESISTANT, HIGH -

TENSILE STRENGTH, POLY

BARRICADE FABRIC (TYPICAL)

TREE PROTECTION AREA

DO NOT ENTER

MIN. 10 GA.

LINE WIRES

TREE PROTECTION AREA

DO NOT ENTER

FRONT VIEW

TREE PROTECTION FENCE DETAIL

SCALE: NOT TO SCALE

A8

8' 8'

4"

8" MIN.

4" MIN.

3'-0"

M

I N

ELEVATION

3'-0" 3'-0"

3'-0"

8' 8'

3'-0"

PLAN VIEW

SECTION

4'

4'

GROUND LINE

STEEL POST

2x4

3'

3'

NOTES:

1. SEDIMENT FENCE SHALL BE INSTALLED OUTSIDE TOE OF

EARTHFILL EMBANKMENTS.

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

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

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

SHALL BE FASTENED SECURELY TO THE WIRE.

4. THE FILTER FABRIC SHALL MEET THE FOLLOWING

REQUIREMENTS:

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

B) GRAB STRENGTH 90-120 LB

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

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

SELF-FASTENER ANGLE STEEL TYPE.

MAINTENANCE:

1. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.

2. SEDIMENT MUST BE REMOVED WHEN HALF OF STONE

OUTLET IS COVERED.

3. ANY SEDIMENT FENCING WHICH HAS BEEN UNDERMINED

OR TOPPED MUST BE REPLACED IMMEDIATELY.

#57 WASHED STONE OVER

CLASS B RIP RAP FRONT

SIDE/ CLASS B RIP RAP

ONLY BACK SIDE

TOP STRAND

MIN. NO. 10

GAUGE

BOTTOM STRAND

MIN. NO. 10 GAUGE

12" MAX WEIR

HEIGHT

FLOW

DIRECTION

EXTRA LAYER FILTER

FABRIC @ SEDIMENT

FENCE OUTLET

ANCHOR FILTER FABRIC MIN. 8"

DEEP AND KEY IT IN 4"

HORIZONTALLY EACH SIDE

COMPACTED FILL EACH SIDE

FLOW

DIRECTION

SEDIMENT FENCE OUTLET DETAIL

SCALE: NOT TO SCALE

G14

C-502

I T

E

D

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A I L

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C D

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

A

B

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B M

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D

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C H

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K E

D

B

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D R

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B

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S I G

N E

D

B

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C O

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R A

S O

L I C

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A T

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N

O

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S U

E

D

A T

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S I Z

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M A

R K

D E

S C

R I P

T I O

N D

A T

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SHEET ID

C A

T E

G O

D

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F I

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J O

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F

R A

N K

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U I T

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L E

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F

A X

L I C

E N

US Army Corps of Engineers

F O

A

G G

N

O R

R

O L I N

A

C O

N S

T R

U C

T

P

A L L E

T

B

U I

C

I L I T

Y

S

O T

F

S F

F I N

B

M I T

T A

L

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

U S

A

R M

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C

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N G

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D

A R

L I N

G T

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W I L M

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X X

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X X

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X X

X X

X X

X X

X X

X

01 JULY 2020

SECURE COMPOST SOCK TO GRATE

WITH RUBBER TIE DOWNS.

CURBSIDE OPTION

"B" PLAN

CURB

CURBSIDE OPTION

"A" PLAN

CATCH

BASIN

CURBSIDE SECTION

CURB

STORM GRATE

12" COMPOST SOCK

EXCESS SOCK MATERIAL

TO BE DRAWN IN AND

TIED OFF TO STAKE AT

BOTH ENDS.

EXCESS SOCK

MATERIAL TO

BE DRAWN IN

AND TIED OFF

TO STAKE AT

BOTH ENDS.

CURB

12" COMPOST SOCK

NOTES:

1. MATERIALS TO BE FILTREXX OR APPROVED EQUAL.

2. ALL MATERIAL AND INSTALLATION TO MEET STATE AND

LOCAL SPECIFICATIONS.

3. 2"X2" OAK OR OTHER DURABLE HARDWOOD STAKES

SHALL BE USED. STAKES SHALL BE PLACES AT A

MAXIMUM INTERVAL OF 4 FEET. STAKES SHALL BE

DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, WITH A

MINIMUM OF 3 INCHES PROTRUDING ABOVE THE

COMPOST SOCKS.

4. IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN

SOCKS ARE USED ON PAVEMENT) HEAVY CONCRETE

BLOCKS OR SAND BAGS SHALL BE USED BEHIND THE

SOCK TO HOLD IT IN PLACE DURING RUNOFF EVENTS.

5. THE ENDS OF THE SOCKS SHOULD BE TURNED

SLIGHTLY UP SLOPE TO PREVENT RUNOFF FROM

GOING AROUND THE END OF THE SOCKS.

MAINTENANCE NOTES:

1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH

SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER).

2. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK

DAM ONCE THE ACCUMULATED HEIGHT HAS REACHED

THE HEIGHT OF THE CHECK DAM.

3. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED

OR TORN.

4. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY

NEED TO BE REPLACED WITH A LARGER DIAMETER OR

A DIFFERENT MEASURE.

5. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED

OR DISLODGED.

6. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND

DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE

MEASURE HAS BEEN PERMANENTLY STABILIZED.

COMPOST SOCK INLET PROTECTION

SCALE: NOT TO SCALE

G11

CONCRETE PAVEMENT SECTION

SCALE: NOT TO SCALE

E16

COMPACTED SOIL

SUBGRADE, 98% MAX.

DRY DENSITY (ASTM

D-1557).

PROPOSED 6"

CONCRETE

(3000 PSI)

#4 BAR @ 12"

CENTER TO CENTER

AT TOP 1/3 DEPTH

6" STABILIZED

AGGREGATE BASE

COURSE

EXISTING

CONCRETE SLAB

(FIELD VERIFY

THICKNESS)

CONSTRUCTION

JOINT, SEE DETAIL

A11 ON SHEET C-502

DOWEL

CONCRETE PAVEMENT

CONSTRUCTION JOINT

SCALE: NOT TO SCALE

A11

NEW OR EXISTING PAVEMENT

NEW PAVEMENT

DRILL & GROUT

OF DOWEL

THIS END

h

DOWEL FOR EX. PAVEMENTS

PAINT & OIL

d

D

SEE JOINT SEALANT

D* DENOTES DOWEL DIAMETER = 3/4"

h d

= 6"

PAVEMENT

SURFACE

POURED

JOINT SEALER

3/4"

D

BUTT JOINT

SEPARATING TAPE

JOINT BOTTOM

TAPE JOINT SEALANT

CONSTRUCTION JOINT

PAVEMENT

SURFACE

POURED

JOINT

SEALER

3/4"

D

BUTT

JOINT

BACKER JOINT SEALANT

CONSTRUCTION JOINT

BACKER

MATERIAL

D = DEPTH OF SEALANT (1.0 TO 1.5 x W)

NOTE: DEPTH OF INITIAL SAWCUT OR INSERT TYPE JOINT = 1/4 SLAB THICKNESS

EITHER ONE PIECE OR THREADED

SPLIT-TYPE DOWEL MAY BE USED

8" LONG SPACED 12" ON CENTER

CONCRETE PAVEMENT SECTION.

SEE DETAIL E16 ON SHEET C-502.

1 1/2"

CONCRETE SPLASHBLOCK

CONCRETE SPLASH BLOCK DETAIL

SCALE: NOT TO SCALE

L5

1'-6"

MIN. DIA.

S

L

O

P

E

1/4" X 2" X 10" BENT PLATE

(2 REQD), WELDED TO PIPE

CONCRETE ENCASEMENT

FINISHED GRADE

TOP FINISHED CONCRETE

BOLLARD SHALL BE PAINTED MISSION

BROWN FEDERAL SPECIFICATION COLOR

NUMBER 20059, VERIFY WITH GOVERNMENT

6" SCH 40 STEEL PIPE. GRIND SMOOTH

ALL ROUGH AREAS AND EDGES

FILL WITH CONCRETE & ROUND OFF

TOP WITH GROUT PLUG

PERMANENT BOLLARD

SCALE: NOT TO SCALE

F5

6.00 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

A

A

A

A

WALLS

MONOSLOPE ROOF

WIND PRESSURE DIAGRAMS

COMPONENTS AND CLADDING

NOMINAL DESIGN PRESSURE SCHEDULE

COMPONENT ZONE

EFFECTIVE WIND

AREA (SF)

DESIGN PRESSURE (PSF)

POSITIVE

ROOF

ELEMENTS

MRH=

27.5 ft.

A = 6'-0"A = 6'-0"

EXTERIOR

WALL

ELEMENTS

2'

3'

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

15.4 -29.9

50 14.1 -29.9 100 13.6 -29.9 10 15.4 -33.5 50 14.1 -32.3 100 13.6 -31.7

10 15.4 -42.6

50 14.1 -35.0

100 13.6 -31.7

10 15.4 -39.0 50 14.1 -37.7 100 13.6 -37.2 10 15.4 -57.