Range_190C_RTA_PLANS.pdf

PDF 13 MB Posted Aug 8, 2019

Attached to: Range 190C Repairs, Ft. Bragg
Solicitation number: W912PM19B0014
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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Range 190C Plans

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Other files

File	Type	Posted
19B0014_190C_range_repairs_Abstract.pdf	PDF	Sep 9, 2019
W912PM19B0014_Amendment_02_CC.pdf	PDF	Aug 26, 2019
W912PM19B0014_Amendment_02.pdf	PDF	Aug 26, 2019
Site_Visit_Attendees.pdf	PDF	Aug 22, 2019
190C_range_repairs_Amendment_19B00140001_Mod.pdf	PDF	Aug 12, 2019
Attachment_A_Site_visit_maps.pdf	PDF	Aug 12, 2019
190C_range_repairs_19B0014amend0001_Conform.pdf	PDF	Aug 12, 2019
W912PM19B0014_-_19C_Solicitation.pdf	PDF	Aug 8, 2019
RTA_Range_190C_SPECS.pdf	PDF	Aug 8, 2019

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FORT BRAGG, NORTH CAROLINA

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RANGE 190C, EROSION CONTROL, SOTF

SF-00004-18

CONTRACT NO.:

IFB NO.: W912PM19B0014

ISSUE DATE:

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US Army Corps of Engineers

FT. BRAGG, NORTH CAROLINA

SF-00004-18, RANGE 190C EROSION

CONTROL, SOTF

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: 10 AUGUST 2018

WILMINGTON DISTRICT

TITLE

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NUMBER

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GENERAL

COVER SHEET AND INDEX OF DRAWINGS

VICINITY MAP AND PROJECT LOCATION

GENERAL CONSTRUCTION NOTES

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CD101

CS101

CG101

CU101

C-501

C-502

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CIVIL

EXISTING CONDITIONS PLAN

ABBREVIATIONS AND LEGEND

SITE DEMOLITION PLAN

SITE PLAN

SEDIMENT AND EROSION CONTROL PLAN

STORM DRAIN PLAN

SITE DETAILS

INDEX OF DRAWINGS

FILENAME

G-001.DGN

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VF101.DGN

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801 JONES FRANKLIN ROAD, SUITE 300

RALEIGH, NC 27606-3394

(919) 851-6866

(919) 851-7024 FAX

LICENSE # F-0672

LOCATION MAP

ROCKINGHAM

LAURINBURG

FAYETTEVILLE

FORT BRAGG

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ASHEBORO

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BISCOE

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DARLINGTON

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LUMBERTON

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WHITEVILLE

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WILMINGTON

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ELIZABETHTOWN

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WALLACE

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CLINTON

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MT. OLIVE

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GOLDSBORO

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SMITHFIELD

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WILSON

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BUTNER RD

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USACE SOCOM RESIDENT OFFICE

BLDG. NO. 2-2414 WOODRUFF ST.

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

PROJECT LOCATION MAP

PROJECT LOCATION

SOLID WASTE

TRANSFER STATION

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NOT TO SCALE

LAMONT ROAD

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RECYCLING FACILITY

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CLOSED TO ALL TRAFFIC

NOTE: UPON LEAVING THE SOTF

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DETERMINE THE BEST HAUL ROUTE TO

THE FT. BRAGG LAMONT RECYCLING

FACILITY.

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TO RANGE

190C

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NTS

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 OLD NORTH UTILITY SERVICES (ONUS).

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 vBORROW PIT PERMIT - DPW - ENVIRONMENTAL BRANCH (SUBMIT 14 CALENDAR DAYS PRIOR TO WORK) vCONSTRUCTION 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.

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

PRIOR TO WORK)

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

Ø TRANSPORTER AND DISPOSAL FACILITIES PERMITS

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

TANKS AND WATER QUALITY PROGRAM, FORT BRAGG-DPW-ECB

SHANNON.R.WESTON.CIV@MAIL.MIL.

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

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

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

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

FEDERAL

vNOTICE OF PROPOSED CONSTRUCTION OR ALTERATION - FAA FORM 7460-1

NC STATE:

v AIR QUALITY vDEMOLITION

ONUS :

vWATER AND SANITARY SEWER

COE SAFETY:

vCONFINED SPACE ENTRY PERMIT - (SEE EM 385-1-1, DATED 30 NOV 2014, SECTION 34 (STARTING ON PAGE 34-1) vENERGIZED 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.

vHOT 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 OPEN FOR BORROW ONLY.

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

WITHIN THE GENERAL PROJECT SITE. THE TYPE, MATERIAL, HEIGHT, AND LOCATION OF THE

FENCE SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND APPROVED BY THE

GOVERNMENT PRIOR TO INSTALLATION.

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

PROJECT LIMITS UNLESS SPECIFICALLY AUTHORIZED BY THE COR FOR SPECIFIED PERIODS

OF TIME. 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

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12. PERMITS (CONTINUED)

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

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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 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

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 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

TWO 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 TACKIFIER 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.)

G D

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EXISTING CONDITIONS PLAN

SCALE: 1"=40'

VF101

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40'

40' 120'

1"=40'

SHEET NOTES:

1. EXISTING TOPOGRAPHIC INFORMATION IS FROM A FIELD SURVEY BY

STANTEC PERFORMED ON MAY 11 AND 14 AND JUNE 17 AND 18, 2018.

HORIZONTAL DATUM IS NC GRID NAD83 (2011). VERTICAL DATUM IS

NAVD88.

2. SURFACE EVIDENCE OF UTILITIES HAS BEEN LOCATED BY THIS SURVEY.

HOWEVER, UNDERGROUND UTILITY LINES INCLUDING WATER, SANITARY

SEWER, STORM SEWER, ELECTRICAL, TELEPHONE, CABLE TELEVISION

AND OTHERS MAY EXIST ON THIS PROPERTY THAT HAVE NOT BEEN

LOCATED. PRE-EXISTING UTILITY PAINT (IF ANY) WAS LOCATED DURING

THE COURSE OF THE SURVEY. NO UNDERGROUND UTILITIES WERE

MARKED SPECIFICALLY FOR THIS SURVEY. UTILITIES DEPICTED FROM

GIS INFORMATION (IF ANY) ARE APPROXIMATE.

3. THE FOLLOWING CONTROL POINTS HAVE BEEN ESTABLISHED BY

SURVEY CREW:

4. CONTRACTOR SHALL FILE A SERVICE REQUEST TO FORT BRAGG DPW AT

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

PERMIT(S) PRIOR TO DIGGING.

5001 12" SPIKE

N= 514,710.93'

E= 1,976,048.35'

EL= 257.19'

5593 60D NAIL

N= 515,211.68'

E= 1,976,302.36'

EL= 258.86'

5594 60D NAIL

N= 515,034.52'

E= 1,976,349.06'

EL= 260.77'

5595 60D NAIL

N= 514,841.21'

E= 1,976,409.47'

EL= 260.37'

EUGE

UNDERGROUND ELECTRICAL LINE

TREE LINE

GRAVEL

ASPHALT

LEGEND

W W

GAS GAS

SAN SAN

SD SD

FENCE LINE

TREES

MAJOR GROUND CONTOUR

MINOR GROUND CONTOUR

WATER LINE

GAS LINE

SANITARY SEWER

STORM DRAINAGE

FIRE HYDRANT

POWER POLE

LIGHT POLE

WATER VALVE

STORM DROP INLET

SANITARY SEWER MANHOLE

ELB

EHH

ELECTRIC METER

ELECTRIC HAND HOLE

ELECTRICAL BOX

TRANSFORMER

EMR

EHH

ELB

TRANS

LP 39

GAS MARKER WITH TRACER

POST INDICATOR VALVE

STREET LIGHT

TELECOMMUNICATION HAND HOLE

THH

WATER METER

WMR

ELB ELECTRIC BOX

EMR ELECTRIC METER

ABBREVIATIONS EXISTING

EHH ELECTRIC HAND HOLE

LP LIGHT POLE

TRANS

TRANSFORMER

THH

TELECOMMUNICATION

HAND HOLE

FH FIRE HYDRANT

SSMH

SANITARY SEWER MANHOLE

SANITARY SEWER

CMP CONCRETE METAL PIPE

PVC

POLYVINYL CLORIDE

INV. INVERT

ASPH ASPHALT

SURVEY CONTROL POINT

LP LIGHT POLE

LIMITS OF DISTURBANCE/PROJECT LIMITS

LODLOD

I M

255.1'

239.3'

257.5'

241.2'

258.9'

242.8'

259.9'

244.3'

260.8'

251.6'

244.4'

259.7'

259.6'

247.7'

249.5'

248.4'

248.2'

247.7'

247.4'

246.7'

246.5'

243.5'

242.8'

244.0'

244.4'

244.8'

258.7'

260.6'

261.2'

260.8'

250'

I N

RANGE 190C

CONC

5593 60d NAIL

N= 515211.68'

E=1976302.36'

EL= 258.86'

5594 60d NAIL

N= 515034.52'

E=1976349.06'

EL= 260.77'

CONC

METAL

SPLASH

PLATE

NOTE:

ELECTRIC AND CONTROL BOXES

ARE MOUNTED TO THE TRENCH WALL.

THE ELECTRIC BOXES ARE 7"X4"X9"

AND 2.5' OFF THE FLOOR OF THE TRENCH.

THE CONTROL BOXES ARE 16"X6"X20"

AND 1.7' OFF THE FLOOR OF THE TRENCH.

CONTROL BOX

5001 12" SPIKE

N= 514710.93'

E=1976048.35'

EL= 257.19'

WOODS

TOP=246.9'

INV=242.9' (SW)

INV=242.8' (NE)

INV=243.4'

4" PVC

INV=246.0' (W)

INV=245.6' (E)

INV=251.7'

INV=245.6'

INV=246.9'

5595 60d NAIL

N= 514841.21'

E=1976409.47'

EL= 260.37'

CONTROL BOX

4" PVC

INV=246.2' (W)

INV=245.9' (E)

INV=249.5'

30" CMP

INV=239.5'

LIMITS OF DISTURBANCE/

PROJECT LIMITS

WATER SURFACE ELEVATION

NORTH CAROLINA DEPARTMENT

OF ENVIRONMENTAL QUALITY

WATER METER

MANUAL ON UNIFORM

TRAFFIC CONTROL

DEVICES

NORTH CAROLINA DEPARTMENT

OF TRANSPORTATION

CIVIL ABBREVIATIONS LEGEND EXISTING:

E E

LOD LOD

LIMITS OF DISTURBANCE

TREE LINE

255.7

SPOT ELEVATION

MINOR CONTOUR

MAJOR CONTOUR

TP TP

TREE PROTECTION

X X

SITE FENCE

DEMOLISH

PINE OAK

UGP UGP

X X

CHERRY

CONCRETE PAVEMENT

CONCRETE SIDEWALK

SF SF

SEDIMENT FENCE OUTLET

W W

GAS GAS

SAN SAN

SD SD

UNDERGROUND ELECTRICAL LINE

ELECTRICAL LINE

FENCE LINE

TREE LINE

TREES

MAJOR GROUND CONTOUR

MINOR GROUND CONTOUR

WATER LINE

GAS LINE

SANITARY SEWER

STORM DRAINAGE

GRAVEL

CONCRETE

ASPHALT

A B

B R

E V

I A

T I O

E N

C-001

C D

G N

D S

N J

D S

R D

LEGEND PROPOSED:

F F

FIRE LINE

FIRE HYDRANT

SD SD

STORM DRAIN LINE

STORM DRAIN FLOW DIRECTION ARROW

STORM DRAIN SERVICE LINE

STORM DRAIN MANHOLE

STORM DRAIN CLEAN OUT

IP IP

SF SF

SILT FENCE

INLET PROTECTION

POWER POLE

STREET LIGHT

COM COM

TELECOMMUNICATIONS LINE

LIMITS OF CONSTRUCTION

ASPHALT PAVEMENT

WATER VALVE

SURVEY CONTROL POINT

A.D.

ALT.

ALUM.

AMP., A.

A.O.

APPROX.

ARCH.

A.T.F.P.

A.W.G.

A.W.W.A. AMERICAN WATER WORKS

ASSOCIATION

AMERICAN WIRE GAGE

ANTI-TERRORISM FORCE

PROTECTION

ARCHITECTURAL

APPROXIMATELY

ACCESS OPENING

AMPERES

ALUMINUM

ALTERNATE

AREA DRAIN

BLDG.

BM.

BOC

BOL

CAP.

C.B.

CEM.

CER.

C.F.M.

CIRC.

C.J.

CK'D

CKT.

C.M.U.

C.O.

COL.

CONC.

COND.

CONN.

CONST.

CONT.

C. TO C.

C.Y. CUBIC YARD

CENTER TO CENTER

CONTRACTING OFFICERS

REPRESENTATIVE

CONTINUOUS

CONSTRUCTION

CONNECTION

CONDENSATE

CONCRETE

COLUMN

CLEAN OUT

CONCRETE MASONRY UNIT

CENTER LINE

CIRCUIT

CHECKERED

CONSTRUCTION JOINT/

CONTRACTION JOINT

CIRCULATING

CUBIC FEET/MINUTE

CERAMIC

CEMENT

CATCH BASIN

CAPACITY

BOLLARD

BACK OF CURB

BENCH MARK

BUILDING

COR

DET.

DIA.

DIFF.

DIM.

D.I.P.

DISC.

D.J.

DN.

DR.

D.S.

DETAIL

DROP INLET

DIAMETER

DIFFUSER

DIMENSION

DUCTILE IRON PIPE

DISCONNECT

DUMMY JOINT

DOWN

DRAIN

DOWN SPOUT

EA.

E.F.

EL.

ELEC.

EQUIP.

EXH.

EXP. JT.

EXT.

EX. / EXIST.

EACH

EXHAUST FAN

ELEVATION

ELECTRIC

EQUIPMENT

EXHAUST

EXPANSION JOINT

EXTERIOR

F.D.

F.D.C.

F.E.S.

FIN.

FL.

FT.

FTG. FOOTING

FOOT, FEET

FLOOR

FINISH

FLARED END SECTION

FIRE DEPARTMENT CONNECTION

FLOOR DRAIN

FACE OF CURB

GA.

GAL.

GALV.

G.F.E.

GND.

GOV'T

G.P.H.

G.P.M.

GV GATE VALVE

GALLONS/MINUTE

GALLONS/HOUR

GOVERNMENT

GROUND

GALVANIZED

GALLON

GAGE

GOVERNMENT FURNISHED

EQUIPMENT

HCP

HCR

HDW

HSS

HYD HYDRANT

HEIGHT

HIGH STRENGTH STEEL

HIGH POINT

HEADWALL

HANDICAP RAMP

HANDICAP PARKING

HANDICAP

ID.

INTX.

INV.

ISL

ITL. INDEPENDENT TESTING

LABORATORY

ISLAND

INVERT

INTERSECTION

INSIDE DIAMETER

J.B.

JCT.

JT.

JUNCTION BOX

JUNCTION

JOINT

KVA

KW KILOWATT

KILOVOLT AMPERE

LGT

LF LINEAR FEET

LIGHT POLE

LIGHT

MAX

MED

MIN

MON

MTL

M.U.T.C.D

NCDEQ

NC DOT

NIC

N/A

N.T.S.

O.C.

O.D.

OHE

ONUS.

OVH

MAXIMUM

MEDIAN

MANHOLE

MINIMUM

MECHANICAL JOINT

MONUMENT

METAL

MONITOR WELL

NOT IN CONTRACT

NOT APPLICABLE

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OVERHEAD ELECTRIC

OLD NORTH UTILITY SERVICE

OVERHANG

P/A

PER.

PLT

PSF

PARKING AREA

POINT OF CURVATURE

PERIMETER

POINT OF INTERSECTION

PLATE

POUNDS PER SQUARE FOOT

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

POINT

PAVEMENT

PVMT

PSI

PSF

R / RAD.

RCP

REINF.

REQ.

REV

RWM

R.P.Z. REDUCED PRESSURE ZONE

RIGHT

RIGHT OF WAY MONUMENT

REVISED

REQUIRED

REINFORCING

REINFORCED CONCRETE PIPE

RADIUS

SAN

SCH

SET

SHT

SIA

SOTF

SQ. FT.

STA.

STD.

STM

STL

SUS.

S/W

SWM. STORMWATER MANAGEMENT

SIDEWALK

SANDHILLS UTILITY SERVICE

STEEL

STORM

STANDARD

STATION

SANITARY SEWER

SQUARE FEET

SIGNAL POLE

SECURITY OPERATIONS

TRAINING FACILITY

SIAMESE CONNECTION

SHEET

SQUARE FEET

SETBACK

SCHEDULE

SANITARY SEWER

TBM

TERR

TEL TELEPHONE

TERRA COTTA PIPE

TEMPORARY BENCHMARK

TANGENT

U/C

U/G

UNO UNLESS NOTED OTHERWISE

UNDERGROUND

UNDER CONSTRUCTION

WATER LINE

WSEL

WTR

WWF WIRE WELD FABRIC

WATER

WATER VALVE

ABC AGGREGATE BASE COURSE

ABS AIR BREAK SWITCH

A.C. ASBESTOS CEMENT

ASPH. ASPHALT

A/C AIR CONDITIONING

A.F.F. ABOVE FINISHED FLOOR

BRG. BEARING

BVC BEGIN VERTICAL CURVE

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

C&G CURB AND GUTTER

CATV CABLE TELEVISION

CBL CABLE

C.F.S. CUBIC FEET/SECOND

C.I. CURB INLET

C.I.P. CAST IRON PIPE

C.M. CONCRETE MONUMENT

C.M.P. CONCRETE METAL PIPE

DWG.(S) DRAWING(S)

DW DOMESTIC WATER

EXISTING

EG. EXISTING GRADE

E.I.P. EXISTING IRON PIPE

E.J. EXPANSION JOINT

E.M. ELECTRIC METER

EOP EDGE OF PAVEMENT

EVC END VERTICAL CURVE

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

F.F.E. FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FORCE MAIN

FOC

FACE OF CURB

GC GENERAL CONTRACTOR

GL GAS LINE

GM GAS METER

GW GUY WIRE

K K VALVE

L LENGTH

LT LEFT

NAD 27 NORTH AMERICAN DATUM 1927

NAD 83 NORTH AMERICAN DATUM 1983

NORTH BOUND LINENBL

NORMAL CROWNNC

NEMA NATIONAL ELECTRICAL

MANUFACTURES ASSOCIATION

NIP NEW IRON PIPE

PCC POINT OF COMPOUND CURVATURE

PED PEDESTAL

PGL PROPOSED GRADE LINE

PINC POINT OF INTERSECTION ON CURVE

PIV POST INDICATOR VALVE

PIV ELEV POINT OF VERTICAL

INTERSECTION ELEVATION

PIV STA POINT OF VERTICAL

INTERSECTION STATION

R/W RIGHT OF WAY

SB SOIL BORING

SIG SIGNAL

SPECS SPECIFICATIONS

SR STATE ROAD

TOE

TOP

TOW TOP OF WALL

TOP OF SLOPE

TOE OF SLOPE

TOB TOP OF BANK

T/C TOP OF CURB

TYP. TYPICAL

TP TELEPHONE POLE

TRANS TRANSFORMER

VCP VITRIFIED CLAY PIPE

VERTICAL CURVE

UP UTILITY POLE

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US Army Corps of Engineers

C A

T E

G O

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D E

T I O

J O

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U I T

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ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

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US Army Corps of Engineers

C A

T E

G O

X X

D E

T I O

J O

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R A

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U I T

R A

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L I C

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ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

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FOR OFFICIAL USE ONLY

S I T

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L A

CD101

C D

G N

D S

N J

D S

R D

SITE DEMOLITION PLAN

SCALE: 1"=20'

CD101

020' 20' 60'

1"=20'

DEMOLITION SEQUENCE:

1. FIELD LOCATE POWER SOURCE TO TARGET CONTROL

BOXES AND CLEARLY MARK IN THE FIELD TO AVOID

DAMAGE DURING CONSTRUCTION

2. COORDINATE TARGET PAD POWER SHUTDOWN WITH

COR AND SOTF. CAREFULLY DISASSEMBLE FOUR (4)

ELECTRIC BOXES AND FOUR (4) CONTROL BOXES ALONG

WITH ASSOCIATED CONDUITS. COORDINATE SAFE

STORAGE W/COR AND SOTF FOR REINSTALLATION AT

THE END OF CONSTRUCTION

3. INSTALL SEDIMENT CONTROLS PER SEDIMENT AND

EROSION CONTROL PER CONSTRUCTION SEQUENCE

(CG101)

4. DEMOLISH 30"CMP, DROP INLET, CONCRETE DITCH, AND

METAL SHEET. INSTALL NEW DROP INLET, 30" RCP AND

SEDIMENT CONTROLS PER CONSTRUCTION SEQUENCE

(CG101)

5. DEMOLISH TARGET PIT AND CONTINUE CONSTRUCTION

PER CONSTRUCTION SEQUENCE (CG101) AND PLANS.

SHEET NOTES:

1. EXISTING UNDERGROUND UTILITY LOCATIONS WERE

NOT LOCATED. CONTRACTOR SHALL VERIFY THE

LOCATION OF ALL EXISTING UTILITIES PRIOR TO

BEGINNING CONSTRUCTION. ANY UTILITIES DAMAGED

DURING CONSTRUCTION SHALL BE REPAIRED

IMMEDIATELY WITH NO ADDITIONAL COST TO THE

GOVERNMENT. CONTRACTOR SHALL NOTIFY

GOVERNMENT IMMEDIATELY IN THE EVENT OF

ENCOUNTERING ANY UNDERGROUND OBSTACLE

REQUIRING A DEVIATION FROM THE PLANS.

I N

239.3'

257.5'

+ 241.2'

+ 258.9'

242.8'

259.9'

+ 260.8'

+ 248.4'

+248.2'

+ 247.7'

247.4'

246.7'

246.5'

+ 243.5'

242.8'

244.0'

244.4'

+244.8'

+ 258.7'

260.6'

261.2'

+ 260.8'

I M

TOP=246.9'

INV=242.9' (SW)

INV=242.8' (NE)

INV=243.4'

METAL

SPLASH

PLATE

4" PVC

INV=246.0' (W)

INV=245.6' (E)

4" PVC

INV=246.2' (W)

INV=245.9' (E)

X C

5593 60d NAIL

N= 515211.68'

E=1976302.36'

EL= 258.86'

I N

30" CMP

CONC

30" CMP

H d

I L

NOTE:

ELECTRIC AND CONTROL BOXES

ARE MOUNTED TO THE TRENCH WALL.

THE ELECTRIC BOXES ARE 7"X4"X9"

AND 2.5' OFF THE FLOOR OF THE TRENCH.

THE CONTROL BOXES ARE 16"X6"X20"

AND 1.7' OFF THE FLOOR OF THE TRENCH.

L O

D L O

L O

LIMITS OF DISTURBANCE

DEMO CONCRETE TARGET PIT AND

BACKFILL WITH SOIL FROM ON SITE

CAREFULLY DISASSEMBLE FOUR(4) ELECTRIC BOXES

AND FOUR (4) CONTROL BOXES ALONG WITH

ASSOCIATED CONDUITS. COORDINATE SAFE STORAGE

W/COR AND SOTF FOR REINSTALLATION AT THE END

OF CONSTRUCTION

DEMO CONCRETE DITCH

AND METAL SPLASH PLATE

DEMO 100' LF

OF 30" CMP

DEMO EX.

DROP INLET

LIMITS OF DISTURBANCE

S I

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K E

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2 3 4 5 6 7 8 9 10

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D A

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C O

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R A

US Army Corps of Engineers

C A

T E

G O

X X

D E

T I O

J O

N E

R A

N K

U I T

R A

L E

I G

A X

L I C

E N

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

W I L M

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G T

T R

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L I N

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W I L M

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FOR OFFICIAL USE ONLY

S I T

L A

CS101

C G

G N

D S

N J

D S

R D

SITE PLAN

SCALE: 1"=20'

CS101

020' 20' 60'

1"=20'

KEY NOTES:

SET BACK OF CONCRETE TARGET PAD EDGE TO

BACK OF EXISTING TARGET PIT (TO BE

DEMOLISHED)

SET 6" PERFORATED PVC PIPE 8' FROM EDGE OF

CONCRETE TARGET PAD. SEE CU101 FOR PIPE

INFORMATION.

PROVIDE 6" CLEARANCE BETWEEN EDGE OF DROP

INLET AND EDGE OF TARGET PAD SEE CU101 FOR

DROP INLET INFORMATION

MAINTAIN APPROXIMATE EXISTING TOE OF BERM

AND RESTORE TO PRE-CONSTRUCTION LOCATION.

TOE OF BERM SHALL NOT BE CLOSER THAN 25' TO

THE NEAREST EDGE OF CONCRETE TARGET PAD AT

ANY POINT AFTER CONSTRUCTION UNLESS

APPROVED BY SOTF AND THE COR.

I N

248.4

(MATCH

EX.)

246.8

(MATCH

EX.)

BID OPTION -

DEFLECTOR PLATE

WALL

CS101

C-503

T O

E O

F B

E R

T O

P O

F B

E R

CONCRETE TARGET

PAD

CS101

C-503

S I

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K E

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2 3 4 5 6 7 8 9 10

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D A

T E

C O

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R A

US Army Corps of Engineers

C A

T E

G O

X X

D E

T I O

J O

N E

R A

N K

U I T

R A

L E

I G

A X

L I C

E N

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

W I L M

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L I N

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W I L M

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FOR OFFICIAL USE ONLY

S E

D I M

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S I O

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CG101

C G

G N

D S

N J

D S

R D

SEDIMENT AND EROSION CONTROL PLAN

SCALE: 1"=30'

CG101

DISTURBED AREA = 0.823 ACRES

1. PRIOR TO CONSTRUCTION DISASSEMBLE FOUR (4)

ELECTRIC BOXES AND FOUR (4) CONTROL BOXES

AND FIELD LOCATE POWER SUPPLY. SEE

DEMOLITION PLAN CD101 FOR MORE INFORMATION.

2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE

AND SEDIMENT CONTROLS FOR CONSTRUCTION AT

30" RCP OUTFALL. RE-GRADE CHANNEL BANK AS

NEEDED FOR CONSTRUCTION ACCESS AND

STABILIZE IMMEDIATELY WITH MULCH PER

SPECIFICATIONS.

3. INSTALL RIP-RAP OUTLET PROTECTION AT LOCATION

SHOWN.

4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE

TO RANGE 190C AND INSTALL REMAINING SEDIMENT

CONTROLS.

5. COMMENCE DEMOLITION REMAINING DEMOLITION.

6. INSTALL CONCRETE DROP INLET AND COMPOST

SOCK. COMPLETE TRENCHING AND INSTALLATION

OF 30" RCP.

7. RE-GRADE AREA NEAR EXISTING 18"CMP AS NOTED

ON THE PLAN.

8. RE-INSTALL POWER SUPPLY WIRE , CONDUIT,

CONTROL BOXES, AND ELECTRIC BOXES AT THE

DIRECTION OF SOTF AND COR. INSTALL CONCRETE

TARGET PAD AND MATCH THE ELEVATION OF THE

TOP OF EXISTING TARGET PIT (SURVEY SPOT SHOTS

ARE NOTED ON THE PLAN). BID OPTION-INSTALL

DEFLECTOR PLATE WALL PER PLAN AND DETAIL.

9. INSTALL SOD ON ALL DISTURBED AREAS.

10.WITH PERMISSION FROM COR, REMOVE ALL

SEDIMENT CONTROL DEVICES AND SEED OR SOD

REMAINING DISTURBED AREAS AT THE COR'S

DISCRETION. EXAMINE THE RIP-RAP OUTLET

PROTECTION AND REMOVE ALL SEDIMENT DEPOSITS

AS DIRECTED BY THE COR.

CONSTRUCTION SEQUENCE

030' 30' 90'

1"=30'

SEDIMENT CONTROL NOTES

1. STABILZE THE FACE OF BERMS WITH TEMPORARY

SEEDING AND MUCLH. SIDES OF BERM AND

BACKSIDE OF BERM SHALL BE STABILIZED WITH

SOD.

I N

5593 60d NAIL

N= 515211.68'

E=1976302.36'

EL= 258.86'

I L

L O

LOD

248.4

(MATCH

EX.)

246.8

(MATCH

EX.)

I M

TEMP. CONST.

ENTRANCE/EXIT

BID OPTION -

DEFLECTOR PLATE WALL

CS101

CG101

C-503

CG101 C-501

TEMP. CONST.

ENTRANCE/EXIT

CG101 C-501

RIP-RAP OUTLET WITH DITCH

CG101 C-503

CLASS B

HARDWARE CLOTH GRAVEL INLET

PROTECTION

CG101

C-503

CONCRETE TARGET PAD

CS101

CG101

C-503

CONSTRUCTION

PIPE INLET PROTECTION

CG101 C-502

SEDIMENT FENCE

CG101C-501

ALL DISTURBED AREAS

TO RECEIVE

SOD FOR FINAL

VEGETATION PER

SPECIFICATIONS.

LIMITS OF DISTURBANCE

CONTRACTOR SHALL NOT ALLOW

HEAVY CONSTRUCTION VEHICLES

ON RANGE MAINTENANCE ACCESS

FIELD CONNECT EXISTING 4"

PVC UNDER DRAINS TO 6"

PERF. PVC OR DROP INLET

SEE CU101

PLACE SANDBAG

DIVERSION PRIOR TO

PLACEMENT OF 30" RCP

30" RCP SEE CU101

6" PERF. PVC SEE CU101

APPROXIMATE AREA

OF SEDIMENT

ACCUMULATION

CONSTRUCTION

PIPE INLET PROTECTION

CG101 C-502

REMOVE SEDIMENT AND

RE-GRADE AROUND EX. 18"

CMP TO ENSURE POSITIVE

DRAINAGE TO PIPE

S I

C H

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K E

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SHEET ID

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2 3 4 5 6 7 8 9 10

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L I C

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D A

T E

C O

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R A

US Army Corps of Engineers

C A

T E

G O

X X

D E

T I O

J O

N E

R A

N K

U I T

R A

L E

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A X

L I C

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ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

W I L M

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L I N

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W I L M

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S T

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CU101

C U

G N

D S

N J

M C

D S

STORM DRAIN PLAN

SCALE: 1"=20'

CG102

020' 20' 60'

1"=20'

I N

I M

INV=245.6'

4" PVC

INV=246.0' (W)

INV=245.6' (E)

4" PVC

INV=246.2' (W)

INV=245.9' (E)

5593 60d NAIL

N= 515211.68'

E=1976302.36'

EL= 258.86'

I L

D L O

L O

LOD

30"RCP INVERT =239.5

EX. CHANNEL

CONCRETE DROP INLET

TOP OF GRATE=246.6

30" RCP INV.=241.8

CU101 C-502

FIELD LOCATE AND

CONNECT EX. 4" PVC

PIPES TO DROP INLET

OR FIELD CONNECT

TO 6" PERFORATED

PVC PIPE

TRENCH FOR STORM DRAIN

30" PIPE

CU101 C-502

NON-PAVED PVC TRENCH

6" PERF. PVC

CU101 C-502

END 6" PERF. PVC AND NO.57 STONE TRENCH AT EDGE OF

TARGET PAD. EXTEND 6" SCHEDULE 40 SOLID PVC AT

SAME DEPTH OF MINIMUM COVER (18") AND BACKFILL

WITH NATIVE SOILS AND SOD ON TOP PER

SPECIFICATIONS.

STORM CLEANOUT

6" PVC

CU101 C-502

E T

A I L

C-501

C D

G N

D S

N J

D S

R D

A N

S I

C H

E C

K E

D R

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S U

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SHEET ID

F I L E

N A

M E

2 3 4 5 6 7 8 9 10

S O

L I C

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S I G

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M A

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S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

X X

D E

T I O

J O

N E

R A

N K

U I T

R A

L E

I G

A X

L I C

E N

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

W I L M

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L I N

G T

W I L M

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FOR OFFICIAL USE ONLY

EXISTING

ROADWAY

I N

IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT

SEDIMENT IS NOT TRACKED ONTO THE EXISTING PAVED

STREET. THE ENTRANCE / EXIT SHALL BE MAINTAINED IN A

CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF

MUD ONTO PUBLIC STREETS OR RIGHTS-OF-WAY. THIS

MAY REQUIRE PERIODIC TOP DRESSING WITH NCDOT

CLASS A STONE, AS CONDITIONS DEMAND AND REPAIR

AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP

SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED,

OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS

OR INTO STORM DRAINS SHALL BE REMOVED IMMEDIATELY.

PLAN

MAINTENANCE:

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE / EXIT DETAIL

CONSTRUCTION SPECIFICATIONS

(TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT)

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

AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.

2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS

SHOWN ON THE PLANS, AND SMOOTH IT.

3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR

OTHER SUITABLE OUTLET.

4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF

THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR

HIGH WATER TABLE.

5. IF CONSTRUCTION ON THE SITES AREA SUCH THAT THE MUD IS

NOT REMOVED BY THE CONSTRUCTION ENTRANCE, TIRES

OF THE VEHICLES MUST BE WASHED BEFORE LEAVING THE SITE.

CG101 C-501

NOT TO SCALE

CROSS SECTION

6" MIN.

50' MIN.

NEW CONSTRUCTION

NCDOT CLASS A STONE

FABRIC UNDER STONE

FLOW

DITCHLINE

WOODEN STAKE

8" FABRIC STAPLE

18"

6" COVER

WOODEN STAKE WITH WATTLE

ANCHORED TO THE TOP

12" DIAMETER STRAW

FILLED WATTLE

DITCHLINE

FILTER FABRIC

OR DITCH LINER

12" DIAMETER STRAW FILLED WATTLE

FASTENED TO WOODEN STAKE

BY NAIL OR STAPLE

FILTER FABRIC

OR DITCH LINER

NOTES:

1. WATTLES SHALL BE FILLED WITH STRAW

OR OTHER BIODEGRADABLE MATERIAL.

2. CHECK STAKE STABILITY AND CONDITION

OF COIR WATTLE AFTER EVERY STORM

EVENT. REMOVE SEDIMENT AND

REPLACE RIPPED WATTLES.

PROFILE VIEW

NOT TO SCALE

CG101

COMPOST FILTER SOCK

C-501

END SECTION VIEW

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

P O

S T

ANCHOR FILTER

FABRIC MIN. 8" DEEP

AND KEY IT IN 4"

HORIZONTALLY

NOT TO SCALE

I 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…

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