21-04-08 HPMPTA Drawings_RTA (UNLOCKED).pdf

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US Army Corps of Engineers

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US Army Corps of Engineers

Wilmington District

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TA-00039-19

HUMAN PERFORMANCE

MULTIPURPOSE TRAINING AREA, SWCS

FORT BRAGG, NORTH CAROLINA

SOLICITATION NO: W912PM21B0009

CONTRACT NO: W912PM21CXXXX

AWARD DATE: 08 APR 2021

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CONTROLLED UNCLASSIFIED INFORMATION (CUI)

PROJECT LOCATION

PROJECT LOCATION

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ALL AMERICAN VISITOR

CONTROL CENTER

KNOX STREET

TRUCK PLAZA

YADKIN ROAD ACP

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GRUBER RD ACP #8

PROJECT

LOCATION

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Summerville, SC

ENGINEERING | ARCHITECTURE

Wilmington, NC

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US Army Corps of Engineers ®

ISSUE DATE:

WILMINGTON DISTRICT

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BIM 360://20152AA-Human Performance Training Area/20152AA_A_R20.rvt

4/8/2021 1:33:40 PM

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08 APR 2021

TA-00039-19

HUMAN PERFORMANCE

FORT BRAGG, NC

MULTIPURPOSE TRAINING AREA, SWCS

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G-001

INDEX OF DRAWINGS

SHEET

NO. SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 CANTONMENT MAP

G-003 GENERAL CONSTRUCTION NOTES

CIVIL

C-001 NOTES AND LEGEND

VF101 EXISTING TOPOGRAPHIC SURVEY

CD101 SITE DEMOLITION PLAN

CS101 SITE PLAN

CG101 SEDIMENT AND EROSION CONTROL PLAN

CG102 GRADING AND STORM DRAINAGE PLAN

CG102A SITE GRADING AND STORM DRAINAGE PLAN - OBI 3

C-501 SITE DETAILS

C-502 SITE DETAILS

C-503 SITE DETAILS

C-504 SITE DETAILS

C-505 SITE DETAILS

C-506 STORMWATER MANAGEMEMT DETAILS

C-507 STORMWATER MANAGEMENT DETAILS

STRUCTURAL

S-001 GENERAL NOTES AND DESIGN LOADS

S-101 CANOPY FOUNDATION PLAN

S-102 SORINEX FOUNDATION PLAN - OBI 4

ARCHITECTURAL

A-001 ABBREVIATIONS

A-002 SYMBOLS, LEGENDS AND NOTES

AD101 CANOPY DEMOLITION PLAN

AD201 DEMOLITION EXTERIOR ELEVATIONS

A-101 CANOPY FLOOR PLAN

A-102 CANOPY REFLECTED CEILING PLAN

A-103 CANOPY ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-501 ROOF DETAILS

A-502 ROPE CLIMB DETAILS - OBI 2

ELECTRICAL

E-001 LEGEND, GENERAL NOTES AND DETAILS

ES101 SITE DEMOLITION PLAN

ES102 SITE PLAN

E-501 LIGHTING SCHEDULE AND DETAILS

TOTAL: 34

SCALE: NOT TO SCALEC1

BASE MAP

SCALE: NOT TO SCALEC4

TRAINING AREA LOCATION

SCALE: NOT TO SCALEA5

TRAINING AREA

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15282

ARCHITECT

DIRECTORATE OF PUBLIC WORKS

BUILDING NO. 3-1631

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ACP #2A

WOMACK ARMY

MEDICAL CENTER

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A 24 M B

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LONGSTREET RD

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SIMMONS AIRFIELD

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ACP #13

ACP #10

ACP #11

ACP #5 ALL AMERICAN VISITOR

CONTROL CENTER

ACP #2

USACE SOCOM RESIDENT OFFICE

BLDG. NO. 2-2414 WOODRUFF ST.

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

SOLID WASTE

TRANSFER STATION

ACP #3

ACP #4

ACP #8

ACP #8A

ACP #16 TRUCK PLAZA AND

VISITOR CONTROL CENTER

ACP #18

ACP #12

LAMONT ROAD

BORROW PIT

LAMONT RD SOLID

WASTE AND RECYCLING

LANDFILL FACILITY

PROJECT SITE - HUMAN

PERFORMANCE TRAINING

AREA

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.

ACCESS CONTROL POINT

MAJOR ROADS

STREETS

RAILROADS

INSTALLATION BOUNDARIES

INTERSTATE ROUTE

U.S.. ROUTE

STATE ROUTE

LAKES

ACCESS/HAUL ROUTE

ROAD CLOSED WITH GATES

OR BARRIERS

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SOLID WASTE AND RECYCLING

LEGEND

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CONTROLLED UNCLASSIFIED INFORMATION (CUI)

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SCALE: NOT TO SCALEA1

CANTONMENT MAP

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SEAL

1. CONSTRUCTION METHODS AND PROCEDURES AND 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), ABA, INTERNATION BUILDING CODE (IBC), NFPA AND OTHER CONTRACT

DOCUMENTS. SEE DISCIPLINE SHEETS FOR ADDITIONAL CODE REQUIREMENTS AND

STANDARDS. 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.

2. CONSTRUCTION PHASING AND 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. 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.

4. LAMONT ROAD BORROW PIT

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

CONSTRUCTION PHASE OF THIS PROJECT.

5. EROSION AND SEDIMENT CONTROL

A. SEE SEDIMENT AND EROSION CONTROL PLAN AND NOTES

6. STANDARDS

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. 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.

8. TRAFFIC CONTROL

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.

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

PIEDMONT 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.

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.

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

a. BOILERS AND GENERATORS PERMIT - DPW-ECB AIR QUALITY - MIKE FISHER, REM

b. BORROW PIT PERMIT - DPW - ENVIRONMENTAL BRANCH (SUBMIT 14 CALENDAR DAYS PRIOR

TO WORK)

c. 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.

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

CALENDAR DAYS PRIOR TO WORK)

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

• REGULATORY PERMITS

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

• TRANSPORTER AND DISPOSAL FACILITIES PERMITS

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

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

h. PHOTOGRAPHY - INSTALLATION PERMIT - DIRECTOR OPERATIONS DIRECTORATE DCS

G3/5/7 - POC IS MR. DREDDRICK BROWN, DSN 225-8469 OR COM (703) 695-8469.

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

j. UTILITY OUTAGE REQUESTS - FT BRAGG DPW

D. FEDERAL

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

E. NC STATE:

a. DEMOLITION

b. EROSION AND SEDIMENT CONTROL (E&SC) CERTIFICATE OF APPROVAL/PERMIT - DEQ

(FORMALLY NCDENR) DEPT OF WATER QUALITY (DWQ)

c. GENERAL STORMWATER DISCHARGE

d. STORMWATER MANAGEMENT - NCDEQ AND FT BRAGG WATER MANAGEMENT BRANCH

e. WATER SYSTEM SERVICE (FIRE PROTECTION AND DOMESTIC WATER SERVICE) - NCDEQ.

F. ASUS :

a. WATER AND SANITARY SEWER

G. COE SAFETY:

a. 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.)

b. 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 AND 2) AND PAGE Q-29. THE FORT BRAGG FIRE DEPARTMENT

REQUIRES NOTICE 14 CALENDAR DAYS PRIOR TO WORK, FOR:

• WELDING

• CUTTING

• HEATING

H. 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.

GENERAL CONSTRUCTION NOTES

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W

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LEGEND

SANITARY SEWER = SS

STORM DRAINAGE = SD

POTABLE WATER = W

FIRE PROTECTION = F

POLYVINYL CHLORIDE PIPE = PVC

DUCTILE IRON PIPE = DIP

DUCTILE IRON = DI

POST INDICATOR VALVE = PIV

HIGH DENSITY POLYETHYLENE = HDPE

UNKNOWN UTILITY = UNKN

ABBREVIATIONS:

1. CONTRACTOR RESPONSIBLE FOR COORDINATING WITH CONTRACTING OFFICE (COR) AND

BASE FOR SITE ACCESS AND STORAGE LAYDOWN AREA (IF NECESSARY).

2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND

BE PREPARED TO ADEQUATELY CARE FOR AND SAFEGUARD HIMSELF AND THE

GOVERNMENT FROM DAMAGE.

3. THE LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES, INCLUDING SERVICE LATERALS, AND DRAINAGE STRUCTURES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL VERIFY THE EXACT LOCATION, SIZES, AND DEPTHS OF UNDERGROUND

UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS OR

NOT, AND PROTECT THE SAME DURING CONSTRUCTION. CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATING WITH "811" UTILITY LOCATE SERVICES PIEDMONT

NATURAL GAS, SANDHILLS UTILITY SERVICES (SUS), AND AMERICAN STATE UTILITY SERVICES

(SUS) TO VERIFY UTILITIES WITHIN PROJECT AREA.

4. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN HEREON ARE

BASED ON FIELD OBSERVATIONS BY THE SURVEYOR AND BY INFORMATION PROVIDED BY

OTHERS. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

5. CONTRACTOR TO VERIFY EXISTING UTILITY (STORM DRAIN, WATER LINE, ETC...) LINE SIZES

AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES BEFORE ORDERING

MATERIALS.

6. CONTRACTOR WILL BE RESPONSIBLE FOR ADDITIONAL REMOVAL AND REPLACEMENT OF

ASPHALT/ CONCRETE PAVEMENT (PARKING, CURB, SIDEWALK, ETC.) AS NECESSARY TO

CONSTRUCT THE PROJECT. PAVEMENT REMOVAL AND REPLACEMENT SHOWN IS THE

MINIMUM AMOUNT REQUIRED TO CONSTRUCT THE PROJECT.

7. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE DONE TO

ANY NEW AND EXISTING SITE ITEMS IN THE EXECUTION OF HIS WORK UNDER THIS SECTION.

CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

8. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE AND DISPOSED OF IN A PROPER

MANNER.

9. SEE SHEET C-501 THROUGH C-507 FOR CIVIL DETAILS.

GENERAL NOTES:

1. THE TOTAL PROJECT AREA / DISTURBED AREA IS APPROXIMATELY 0.95 ACRES, OF WHICH

0.54 AC OF NEW BUILT UPON AREA (BUA) WILL BE CONSTRUCTED. CONTRACTOR SHALL

CONFINE THE CONSTRUCTION EFFORTS /OPERATIONS TO WITH THE LIMITS OF DISTURBANCE

(LOD) SHOWN.

2. THE LOD IS LESS THAN 1.0 AC AND IS EXEMPT FROM THE REQUIREMENTS OF THE NORTH

CAROLINA SEDIMENTATION CONTROL LAW AND THE CURRENT STORMWATER RULES (15A

NCAC 02H .1017(2)).

3. THE PROPERTY IS LOCATED WITHIN CUMBERLAND COUNTY, NORTH CAROLINA AND A PART

OF THE CAPE FEAR RIVER BASIN AND IS LOCATED ON THE FORT BRAGG USGS QUAD SHEET.

4. THIS DEVELOPED PROPERTY LIES IN ZONE X PER FEMA FIRM PANEL NO. 3710959000J,

EFFECTIVE 1/5/2007.

5. TREES MARKED FOR DEMOLITION WILL BE HARVESTED PRIOR TO CONTRACTOR'S NOTICE TO

PROCEED. THE CONTRACTOR WILL BE RESPONSIBLE FOR STUMP REMOVAL AND CLEARING

OF ANY OTHER SITE VEGETATION WITHIN THE LOD. THE STUMPS SHALL BE FULLY REMOVED

FROM THE GROUND AND THE RESULTING HOLE BACKFILLED WITH STRUCTURAL OR

GENERAL FILL, DEPENDING ON THE LOCATION ON THE SITE, PER THE PROJECT

SPECIFICATIONS AND GEOTECHNICAL REPORT. TREES TO REMAIN SHALL BE DELINEATED BY

TREE PROTECTION FENCE AS SHOWN ON CG101.

6. (3) 15-25 GALLON EASTERN RED CEDARS (JUNIPERUS VIRGINIANA) SHALL BE PLANTED

ONSITE AS MITIGATION FOR THE TREES TO BE REMOVED. THE REMAINING REPLACEMENT

TREES SHALL BE PROVIDED WITHIN THE SWCS CAMPUS OR AS DIRECTED BY COR AND DPW.

7. THE CONTRACTOR SHALL ACCESS THE SITE THROUGH THE 16-FOOT WIDE CONCRETE FIRE

ACCESS DRIVE FROM MERILL STREET. THE CONTRACTOR SHALL PROVIDE PHOTO

DOCUMENTATION OF THE EXISTING CONDITION OF THE CURB CUT AND CONCRETE ACCESS

DRIVE AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE CONSTRUCTION

ACTIVITIES.

8. ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS AND NOT PAVED AFTER GRADING

ACTIVITY HAS BEEN COMPLETED OR STOPPED, SHALL BE SEEDED. SEE SHEET C-501.

9. PROVIDE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH FORT BRAGG AND

NCDEQ COVERAGE REQUIREMENTS, SEE SHEET C-501.

10. ALL DISTURBED AREAS TO BE GRADED FOR POSITIVE DRAINAGE TO EXISTING STORM INLETS

AND CONVEYANCES.

LAND DISTURBANCE NOTES:

1. THE CONTRACTOR SHALL COORDINATE INSTALLATION WITH CONTRACTING OFFICE

REPRESENTATIVE (COR) PRIOR TO ANY DISTURBANCE ACTIVITIES ON THE SITES, AT LEAST

48 HOURS PRIOR TO ANY DISTURBANCE.

2. INSTALL SEDIMENT TRAP, SILT FENCE, AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

WHERE INDICATED ON THE PLANS OR AS NECESSARY.

3. REMOVE ALL TREE STUMPS, VEGETATIVE DEBRIS AND ANY OTHER SITE FEATURES WHERE

INDICATED ON THE PLANS.

4. ESTABLISH MATERIAL STORAGE AND STOCKPILE LOCATION.

5. INSTALL SITE IMPROVEMENTS INCLUDING CANOPY STRUCTURE, SYNTHETIC TURF FIELD AND

SORINEX CONCRETE FOUNDATION.

6. TEMPORARILY SEED ALL DISTURBED AREAS IN COMPLIANCE WITH GROUND COVER

REQUIREMENTS IN NCDEQ EROSION CONTROL DESIGN MANUAL (SEE SHEET C-501).

7. FINE GRADE SITE.

8. INSTALL NECESSARY SLOPE PROTECTION MEASURES AND OUTFALL MEASURES AS

INDICATED ON PLANS.

9. ONCE SITE IMPROVEMENTS ARE COMPLETE, PERMANENTLY SEED ALL DISTURBED AREAS IN

COMPLIANCE WITH GROUND COVER REQUIREMENTS IN NCDEQ EROSION CONTROL DESIGN

MANUAL (SEE SHEET C-501).

10. MAINTAIN REMAINING SEDIMENT TRAPPING DEVICES UNTIL SITE HAS BEEN PERMANENTLY

STABILIZED. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE INSPECTIONS OF

ALL CONTROL MEASURES ON A WEEKLY BASIS AND AFTER PERIODS OF RAINFALL.

CONTRACTOR RESPONSIBLE FOR REPAIRING CONTROL MEASURES IMMEDIATELY UPON

DISCOVERY.

11. REMOVE SEDIMENT TRAP, GRADE INFILTRATION BASIN, AND INSTALL RIP RAP SPILLWAY

ONCE ALL UPSTREAM DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED.

12. ESTABLISH PATHWAYS AND PROVIDE PROTECTION OF NEW CONSTRUCTION FOR DELIVERY

OF SORINEX PERFORMANCE EQUIPMENT.

13. WHEN CONSTRUCTION IS COMPLETE AND THE GROUND COVER IS

ESTABLISHED, CALL FOR INSPECTION BY CONTRACTING OFFICER (COR).

14. WHEN SITE IS APPROVED BY CONTRACTING OFFICER (COR) REMOVE

SILT FENCE PER THE SILT FENCE MAINTENANCE NOTES ON DETAILS

SHEET C-502.

CONSTRUCTION SEQUENCE:

EXISTING

Ex Ex

Wx Wx Wx

SSx SSx

CUx

EUx

NEW

BUILDING OUTLINE

BUILDING OVERHANG

EDGE OF PAVEMENT

PERFORATED HDPE SUB-DRAIN

CONTOUR

WATER LINE

SANITARY SEWER

UNDERGROUND COMMUNICATIONS

UNDERGROUND ELECTRICAL

SD SD SD

CONSTRUCTION ENTRANCE

SILT FENCESF SF

DIVERSION DITCH

X X X X X CHAINLINK FENCE

OVERHEAD ELECTRICAL

TO BE DEMOLISHED

SHRUB LINE

RIP RAP

CONCRETE

SD SD SD HDPE STORM DRAINAGE PIPE

SITE STRUCTURE

TURF MATTING

INFILTRATION BASIN PONDING AREA

SYNTHETIC TURF

PEA GRAVEL

PERMANENT SEEDING

TREE PROTECTION FENCE

LIMITS OF CONSTRUCTION

INLET PROTECTION

RIP RAP OUTLET PROTECTION

TREETR PINE OAK

TREE TO BE REMOVED

TR PINE OAK

TREE TO BE PLANTED

X X X

SEDIMENT TUBE

SIGN

BOLLARD

UTILITY POLE

CONTROL POINTCONTROL PT. #2

CONSTRUCTION STAGING AND MATERIAL STORAGE

TOPSOIL STOCKPILE

REFERENCE STANDARDS:

IBC 2018 INTERNATIONAL BUILDING CODE, 2018

UFC 3-202-01 CIVIL ENGINEERING, WITH CHANGE 4, SEPTEMBER 28, 2020

UFC 3-210-10 LOW IMPACT DEVELOPMENT, WITH CHANGE 3, MARCH 1, 2020

FORT BRAGG INSTALLATION DESIGN GUIDE, MARCH 2009

UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDING,

WITH CHANGE 1, AUGUST 19, 2020

SAVANNAH DISTRICT DESIGN MANUAL FOR MILITARY

CONSTRUCTION (SDDM), JULY 2020

ABA ACCESSIBILITY STANDARDS AS AMENDED THROUGH

MAY 7, 2014

ARMY COMBAT FITNESS TEST INITIAL OPERATION CAPABILITY,

TECHNICAL GUIDANCE ON IMPLEMENTING THE STORMWATER

RUNOFF REQUIREMENTS FOR FEDERAL PROJECTS UNDER

SECTION 438 OF THE ENERGY INDEPENDENCE AND SECURITY

ACT, DECEMBER 2009

LEED V4 BUILDING DESIGN AND CONSTRUCTION: NEW

CONSTRUCTION

NORTH CAROLINA STORMWATER DESIGN MANUAL, NOVEMBER

REPORTS AND STUDIES:

GEOTECHNICAL ENGINEERING REPORT FOR FT. BRAGG - 1ST SWTG

MULTIPURPOSE TRAINING FIELD PERFORMED BY TERRACON CONSULTANTS,

INC., TERRACON PROJECT NO. 70205107, DATED NOVEMBER 5, 2020

DESIGN REFERENCES:

N . L

A U

R E

TT

A

J.

C

A R

R O

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C . M

O O

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IN

G C -0

.D

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035107

N

O

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H CAROL IN

A

P

RO

FESS I ONA

L

SEAL

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I N E E

R

L A U

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AN

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H

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A J.S

08-APR-2021

A

L

E

CONC WALK

C O

L K

W

ORK OUT

AREA

WORK OUT

AREA

W O

R K

O U

T

A R

E A

WORK OUT

AREA

C O

L K

METAL

SHED

C O

L K

C O

L K

STAKE B-4

STAKE B-1

STAKE B-2

BBALL

GOAL

R

C

P

D

I P

D

I P

DI 1007

RIM:321.07

INV IN 803:314.10

INV OUT:313.35

DI 803

RIM:317.90

INV IN:314.90

INV OUT 1007:314.70

DI 587

RIM:317.70

INV OBSCURED

BY DEBRIS/SOIL

DI 567

RIM:315.44

INV IN 587:310.53

SSMH 809

RIM:321.38

INV CL:313.10

SHIPPING

CONTAINERS

R

C P

CONC DRIVE

CONC DRIVE

C O

L K

CONTROL POINT 1

LOCALIZED COORDINATES

N:500355.37

E:1999259.47

Z:321.05

CONTROL POINT 2

NC GRID COORDINATES

N:500274.95

E:1999679.87

Z:318.00

CGF:0.999864943

DATUM:

HORIZ:NAD83(2011)

VERT:NAVD88

GEOID:12B

UNITS:US FEET

SSMH 832

RIM:320.44

INV IN FROM BLD:313.35

INV CL:312.59

SSMH 566

RIM:318.72

INV IN FROM BLD:311.62

INV CL:310.92

L A

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S C

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W O

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12OAK

15OAK

16TR

12TR

10TR

10TR

12TR

10TR

10TR

6TR

21PINE

16PINE

14PINE

9PINE

20PINE

15PINE

12TR

13PINE

12PINE

6PINE

12PINE

10PINE

18PINE

20PINE

18PINE

12PINE

17PINE

12PINE

24PINE

16PINE

12PINE

13PINE

14PINE

28PINE

15OAK

10OAK

12OAK

12PINE

14PINE

12PINE

12PINE

11PINE

10PINE

12PINE

12PINE

7PINE

10PINE

20PINE

16PINE

16OAK

5PINE

8PINE

22PINE

8PINE

4PINE

6PINE

17PINE

15PINE

14PINE

12PINE

20PINE

20PINE

12PINE

26PINE

14TR

12MAGNOLIA

DI 628

RIM:315.83

INV CL:313.47

8"X8" WOOD COLUMNS (TYP)

COVERED

CONC SLAB

GRAVEL

LANDSCAPE TIMBERS

21OAK

GRATE

HVAC

HVAC

DI 1195

RIM:320.42

INV IN:318.42

INV OUT:316.57

DI 1342

RIM:314.25

INV IN 803:311.30

INV OUT:311.15

L A

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A P

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T I M

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WV(x2)

TELECOMM

MANHOLE

TELECOMM

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CONC WALK

C O

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D2419

D2723

D2719

D2517

Vicinity Map - Not to Scale

C E

M r o j e c t

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M a n a g e r

P h o n e

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IN

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S u m m e r v i l l e

S

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SHEET ID

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US Army Corps of Engineers ®

C E

G

I N

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R I N

G

100% SUBMITTAL

C O

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R A

S O

L I C

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A T

I O

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VF101

HORIZONTAL SCALE:1"=20'

TA

-0

-1

H U

M A

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FO

R

M A

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U

LT

IP

U

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G A

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A , S

W C

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FO

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B R

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G , N

LANDSCAPE

TIMBERS

WORK OUT

AREA

WORK OUT

AREA

WORK OUT

AREA

WORK OUT

AREA

BBALL

GOAL

BBALL

GOAL

MULCHED

PATH

W O

R K

O U

T A

R E

A

10TR

10TR

6TR

21PINE

16PINE

14PINE

9PINE

20PINE

15PINE

12TR

13PINE

12PINE

6PINE12PINE10PINE

18PINE

20PINE

18PINE

12PINE17PINE

12PINE

24PINE

16PINE

12PINE

13PINE

14PINE

28PINE

15OAK

10OAK

12OAK

12PINE 14PINE

12PINE

12PINE

11PINE

10PINE

12PINE

12PINE

7PINE

10PINE

20PINE

16PINE

14PINE

12PINE

8"X8" WOOD COLUMNS (TYP)

COVERED

CONC SLAB

GRAVEL

LANDSCAPE TIMBERS

21OAK

LA

N

D S

C A

P E

TIM

B

E R

S

METAL

SHED

METAL

SHED

12" R C

P

30" DIP

30" DIP

DI 1007

RIM:321.07

INV IN 803:314.10

INV OUT:313.35

DI 803

RIM:317.90

INV IN:314.90

INV OUT 1007:314.70

DI 587

RIM:317.70

INV OBSCURED

BY DEBRIS/SOIL

DI 567

RIM:315.44

INV IN 587:310.53

SSMH 809

RIM:321.38

INV CL:313.10

SHIPPING

CONTAINERS

12" R C

P

CONTROL POINT 1

LOCALIZED COORDINATES

N:500355.37 E:1999259.47

Z:321.05

CONTROL POINT 2

NC GRID COORDINATES

N:500274.95 E:1999679.87 Z:318.00

CGF:0.999864943

DATUM:

HORIZ:NAD83(2011)

VERT:NAVD88

GEOID:12B

UNITS:US FEET

SSMH 832

RIM:320.44

INV IN FROM BLD:313.35

INV CL:312.59

SSMH 566

RIM:318.72

INV IN FROM BLD:311.62

INV CL:310.92

W O

R K

O U

T A

R E

A

12OAK

15OAK

16TR12TR

10TR10TR

12TR

5PINE

8PINE

22PINE

8PINE

4PINE

6PINE

17PINE

15PINE

20PINE

20PINE

12PINE

26PINE

14TR

12MAGNOLIA

DI 628

RIM:315.83

INV CL:313.47

GRAVEL

DI 1195

RIM:320.42

INV IN:318.42

INV OUT:316.57

LA

N

D S

C A

P E

TIM

B

E R

S

WV(x2)

TELECOMM

MANHOLE

TELECOMM

MANHOLE

TELECOMM

MANHOLE

A P

P A

R E

N T

C H

IL

LE

R L

IN

E

S

D2723 D2517

D2719

D2419

W D

A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

AT

U

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D

AT

U R

W D

AT

U

R W

D

AT

U R

W D

ATUR

W D

ATUR

W D

ATUR

W DATUR W DATUR W DATUR

16OAK

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP TP

TP

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)X

X XX

XXXX X

XXX

XXX X X

X

X XX XXX

X X

XX

XX XX X X

XXX XXXX

XX

DC1

DC2

DC6

DC5

DC7

DC12

DC2

DC13

DC8

DC14

DC4

DC6

DC2

DC12

DC4

DC4

DC14

DC4

DC8

DC9

DC11

DC1

DC1

DC1 DC16

DC16

DC16

DC16

DC16

DC16

DC16

DC16

DC16

DC17

DC15

DC10

DC3

OBI-1

SITE DEMOLITION PLAN

SCALE: 1" = 20'-0"A1

GRAPHIC SCALE

20'

SCALE: 1" = 20'

0 20' 40'

N

CD101

S

IT

E D

E M

O

LI

TI

O

N P

LA

N

C E

M S

P ro je ct

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P ro je ct M an ag er

P ho ne N o.

EN

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IN

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S um m er vi lle , S

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D E

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Y

US Army Corps of Engineers ®

D

C

B

A

A N

S I D

E

F

G

2 3 4 5 6 7 8 9 10

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N

TR

O

LL

E D

U N

C

LA

S S

IF

IE

D

IN

FO

R

M A

TI

O

N (C

U I)

C E

M S

E N

G

IN

E E

R

IN

G

A

P R

M A

R K

D E

S C

R

IP

TI

O

N D

A

TE

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

W

2P M

B

GENERAL NOTES:

1. REFER TO ELECTRICAL, STRUCTURAL AND

ARCHITECTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

2. REFER TO CG101 FOR SEDIMENT AND EROSION

CONTROL MEASURES, SITE CONSTRUCTION ACCESS

AND MATERIAL STORAGE LOCATION.

3. REFER TO G-002 CANTONMENT MAP AND G-003

GENERAL CONSTRUCTION NOTES FOR ADDITIONAL

INFORMATION.

4. ALL TREES WITHIN THE LIMITS OF DISTURBANCE (LOD)

WILL BE HARVESTED PRIOR TO CONTRACTOR'S

NOTICE TO PROCEED. THE CONTRACTOR WILL BE

RESPONSIBLE FOR STUMP REMOVAL AND CLEARING

OF ANY OTHER SITE VEGETATION WITHIN THE LOD.

SHEET KEYNOTES

LIMITS OF DISTURBANCE.

REMOVE LANDSCAPE TIMBERS.

REMOVE 8"X8" WOOD COLUMN.

REMOVE WORKOUT EQUIPMENT STRUCTURE AND

RETURN TO GOVERNMENT.

REMOVE POWER POLE. SEE ELECTRICAL FOR

DETAILS.

REMOVE OVERHEAD ELECTRICAL LINE. SEE

ELECTRICAL FOR DETAILS.

REMOVE UNDERGROUND ELECTRICAL LINE. SEE

ELECTRICAL FOR DETAILS.

REMOVE LIGHT POLE. SEE ELECTRICAL FOR DETAILS.

REMOVE HARD SURFACE WORK OUT AREA.

REMOVE CONCRETE PAD.

REMOVE GRAVEL AREA.

REMOVE BASKETBALL GOAL AND RETURN TO

GOVERNMENT.

REMOVE COURT SIGNAGE AND RETURN TO

GOVERNMENT.

REMOVE TREE STUMPS WITHIN LIMITS OF

DISTURBANCE AS INDICATED. SEE GENERAL NOTE 2

ABOVE.

REMOVE EXISTING SHRUBS

PROTECT IN PLACE EXISTING UTILITY.

TREES TO REMAIN (TYP. OF 3).

DC1

DC2

DC3

DC4

DC5

DC6

DC7

DC8

DC9

DC10

DC11

DC12

DC13

DC14

DC15

DC16

DC17

N . L

A U

R E

TT

A

J.

C

A R

R O

LL

C . M

O O

R

IN

G C D

1.

D W

G

035107

N

O

RT

H CAROL IN

A

P

RO

FESS I ONA

L

SEAL

E

N G

I N E E

R

L A U

R

E T

T

AN

I C

H

O L

A

14PINE

12PINE

METAL

SHED

METAL

SHED

12" R C

P

30" DIP

30" DIP

DI 1007

RIM:321.07

INV IN 803:314.10

INV OUT:313.35

DI 803

RIM:317.90

INV IN:314.90

INV OUT 1007:314.70

DI 587

RIM:317.70

INV OBSCURED

BY DEBRIS/SOIL

DI 567

RIM:315.44

INV IN 587:310.53

SSMH 809

RIM:321.38

INV CL:313.10

SHIPPING

CONTAINERS

12" R C

P

CONTROL POINT 1

LOCALIZED COORDINATES

N:500355.37 E:1999259.47

Z:321.05

CONTROL POINT 2

NC GRID COORDINATES

N:500274.95 E:1999679.87 Z:318.00

CGF:0.999864943

DATUM:

HORIZ:NAD83(2011)

VERT:NAVD88

GEOID:12B

UNITS:US FEET

SSMH 832

RIM:320.44

INV IN FROM BLD:313.35

INV CL:312.59

SSMH 566

RIM:318.72

INV IN FROM BLD:311.62

INV CL:310.92

12OAK

15OAK

16TR12TR

10TR10TR

12TR

5PINE

8PINE

22PINE

8PINE

4PINE

6PINE

17PINE

15PINE

20PINE

20PINE

12PINE

26PINE

14TR

12MAGNOLIA

DI 628

RIM:315.83

INV CL:313.47

DI 1195

RIM:320.42

INV IN:318.42

INV OUT:316.57

WV(x2)

TELECOMM

MANHOLE

TELECOMM

MANHOLE

TELECOMM

MANHOLE

A P

P A

R E

N T

C H

IL

LE

R L

IN

E

S

D2723 D2517

D2719

D2419

W D

A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

AT

U

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D

AT

U R

W D

AT

U

R W

D

AT

U R

W D

AT

U

R

W D

ATUR

W D

ATUR

W D

ATUR

W DATUR W DATUR W DATUR

FIELD PT. #1

N: 500345.4697 E: 1999510.7439

FIELD PT. #2

N: 500369.8032

E: 1999348.5187

FIELD PT. #5 OBI-3

N: 500490.8688

E: 1999366.6784

FIELD PT. #6 OBI-3

N: 500476.6223 E: 1999461.6559

FIELD PT. #7 OBI-3

N: 500452.8879 E: 1999458.0957

FIELD PT. #4

N: 500442.8008 E: 1999525.3434

C2

C3

C1

C8

C4

C5

C9

C7 C12

C5

C5

C5

C6

C14

C15

C11

C10

C13

C16

C17

FIELD PT. #3

N: 500467.7030

E: 1999362.6980

SITE PLAN

SCALE: 1" = 20'-0"A1

GRAPHIC SCALE

20'

SCALE: 1" = 20'

0 20' 40'

N

CS101

S

IT

E P

LA

N

C E

M S

P ro je ct

N o.

P ro je ct M an ag er

P ho ne N o.

EN

G

IN

EE

RI

NG

AR

CH

IT

EC

TU

RE

S um m er vi lle , S

C W ilm in gt on

, N C

-1

A

A D av e

Y en sa n

3.

5.

FI

LE

N A

M E

C A

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G

O R

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O D

E

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. A R

M Y

C O

R P

S O

F E

N G

IN

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S W

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IN

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TO

N

D

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TR

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-0

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FO

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G

A R

E A

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T B

R A

G G

, N C

D

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G

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N A

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W

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M

IN

G

TO

N , N

O R

TH

C

A R

O

LI

N A

SHEET ID

D R

A W

N B

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D E

S

IG

N B

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S U

B M

IT

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D B

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S

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S

U E

D A

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C O

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T N

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TI

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C H

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D B

Y

US Army Corps of Engineers ®

D

C

B

A

A N

S I D

E

F

G

2 3 4 5 6 7 8 9 10

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N

TR

O

LL

E D

U N

C

LA

S S

IF

IE

D

IN

FO

R

M A

TI

O

N (C

U I)

C E

M S

E N

G

IN

E E

R

IN

G

A

P R

M A

R K

D E

S C

R

IP

TI

O

N D

A

TE

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

W

2P M

B

LIMITS OF DISTURBANCE.

6' CONCRETE SIDEWALK AT MAXIMUM 5% SLOPE. SEE

DETAILS G7 AND E8/C-504.

CONCRETE BLEACHER PAD AND CANOPY. SEE

STRUCTURAL AND ARCHITECTURAL FOR DETAILS.

SYNTHETIC TURF FIELD. SEE DETAILS F6/C-505.

6" CONCRETE RIBBON CURB. SEE DETAILS C5/C-505.

STORAGE CONTAINER ON GRADE (BY OTHERS).

SORINEX EQUIPMENT CONCRETE PAD. SEE

STRUCTURAL FOR DETAILS. (SORINEX EQUIPMENT,

LOCATION ON PAD AND INSTALLATION BY OTHERS).

OBI-4

SYNTHETIC TURF SIT UP/PUSH UP AREA. SEE DETAILS

F6/C-505. OBI-3

GRASSED INFILTRATION AREA. SEE DETAILS D1/C-507.

PT AREA ROPE CLIMB. SEE ARCHITECTURAL FOR

DETAILS. OBI-2

12" PEA GRAVEL SURFACE. SEE ARCHITECTURAL FOR

DETAILS. OBI-2

FREE STANDING WATER STATION WITH LOCKING

HOSE BIB. SEE DETAIL D4/C-504. OBI-1

3'x3'x6" THICK CONCRETE PAD ON GRADE. OBI-1

LANE MARKINGS. SEE DETAIL C2/C-505.

INSTALL THREE (3) 15-20 GALLON EASTERN RED

CEDAR (JUNIPERUS VIRGINIANA).

ELECTRICAL EQUIPMENT RACK CONCRETE PAD. SEE

E-501 FOR DETAILS.

6" CONCRETE RIBBON CURB. SEE DETAILS C5/C-505.

OBI-3

GENERAL NOTES:

1. REFER TO ELECTRICAL, STRUCTURAL AND

ARCHITECTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

LAND USE NOTES

EXISTING BUILT-UPON-AREA (BUA) 8,543 SF

BUILDINGS 2,199 SF

CONCRETE 5,983 SF

OTHER 361 SF

PROPOSED BUILT-UPON-AREA (BUA) 23,654 SF (0.54)

BUILDINGS 1,452 SF

CONCRETE 3,592 SF

TURF FIELD 18,450 SF

SHEET KEYNOTES

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

24.0'

98.4'

164.0'

55.0' 96.0'

6.0'

32.0'

12.0'

9.8' (TYP. OF 16)

82.0' (TYP. OF 16)

8.2'

40.0'

85.0'

8.2'

24.0'

14.3'

26.2'

8.3'

58.8'

31.7'

C13

15.6'

26.5'

5.7' 45.1'

C14

C15

C16

C17

OPTIONAL BID ITEMS:

OPTIONAL BID ITEM NO. 01 (OBI-1)

DRINKING FOUNTAIN

CONSTRUCTION OF PUBLIC DRINKING FOUNTAIN

INCLUDING PLUMBING FIXTURE AND

INFRASTRUCTURE FOR CONNECTION TO EXISTING

PLUMBING SYSTEM AT BUILDING 2517

OPTIONAL BID ITEM NO. 02 (OBI-2)

CLIMBING TOWER

CONSTRUCTION OF ROPE CLIMBING TOWER

INCLUDING FOUNDATIONS, MATERIALS AND SITE

IMPROVEMENTS.

OPTIONAL BID ITEM NO. 03 (OBI-3)

SIT-UP / PUSH-UP AREA

CONSTRUCTION OF SITE WORK FOR NEW SIT-UP /

PUSH-UP AREA INCLUDING SYNTHETIC GRASS AREA

AND SITE IMPROVEMENTS

OPTIONAL BID ITEM NO. 04 (OBI-4)

EQUIPMENT FOUNDATION

CONSTRUCTION OF MONOLITHIC

CONCRETE SLAB AND FOUNDATION

TO SUPPORT FITNESS TESTING

AND TRAINING EQUIPMENT

OBI LEGEND:

CONCRETE (OBI-4)

SITE STRUCTURE (OBI-2)

PEA GRAVEL (OBI-2)

BOTTLE FILLING STATION (OBI-1)

N . L

A U

R E

TT

A

J.

C

A R

R O

LL

C . M

O O

R

IN

G C S

1.

D W

G

035107

N

O

RT

H CAROL IN

A

P

RO

FESS I ONA

L

SEAL

E

N G

I N E E

R

L A U

R

E T

T

AN

I C

H

O L

A

LANDSCAPE

TIMBERS

WORK OUT

AREA

WORK OUT

AREA

WORK OUT

AREA

WORK OUT

AREA

BBALL

GOAL

BBALL

GOAL

MULCHED

PATH

W O

R K

O U

T A

R E

A

10TR

10TR

6TR

21PINE

16PINE

14PINE

9PINE

20PINE

15PINE

12TR

13PINE

12PINE

6PINE12PINE10PINE

18PINE

20PINE

18PINE

12PINE17PINE

12PINE

24PINE

16PINE

12PINE

13PINE

14PINE

28PINE

15OAK

10OAK

12OAK

12PINE 14PINE

12PINE

12PINE

11PINE

10PINE

12PINE

12PINE

7PINE

10PINE

20PINE

16PINE

14PINE

12PINE

8"X8" WOOD COLUMNS (TYP)

COVERED

CONC SLAB

GRAVEL

LANDSCAPE TIMBERS

21OAK

LA

N

D S

C A

P E

TIM

B

E R

S

METAL

SHED

METAL

SHED

12" R C

P

30" DIP

30" DIP

DI 1007

RIM:321.07

INV IN 803:314.10

INV OUT:313.35

DI 803

RIM:317.90

INV IN:314.90

INV OUT 1007:314.70

DI 587

RIM:317.70

INV OBSCURED

BY DEBRIS/SOIL

DI 567

RIM:315.44

INV IN 587:310.53

SSMH 809

RIM:321.38

INV CL:313.10

SHIPPING

CONTAINERS

12" R C

P

CONTROL POINT 1

LOCALIZED COORDINATES

N:500355.37 E:1999259.47

Z:321.05

CONTROL POINT 2

NC GRID COORDINATES

N:500274.95 E:1999679.87 Z:318.00

CGF:0.999864943

DATUM:

HORIZ:NAD83(2011)

VERT:NAVD88

GEOID:12B

UNITS:US FEET

SSMH 832

RIM:320.44

INV IN FROM BLD:313.35

INV CL:312.59

SSMH 566

RIM:318.72

INV IN FROM BLD:311.62

INV CL:310.92

W O

R K

O U

T A

R E

A

12OAK

15OAK

16TR12TR

10TR10TR

12TR

5PINE

8PINE

22PINE

8PINE

4PINE

6PINE

17PINE

15PINE

20PINE

20PINE

12PINE

26PINE

14TR

12MAGNOLIA

DI 628

RIM:315.83

INV CL:313.47

GRAVEL

DI 1195

RIM:320.42

INV IN:318.42

INV OUT:316.57

LA

N

D S

C A

P E

TIM

B

E R

S

WV(x2)

TELECOMM

MANHOLE

TELECOMM

MANHOLE

TELECOMM

MANHOLE

A P

P A

R E

N T

C H

IL

LE

R L

IN

E

S

D2723 D2517

D2719

D2419

W D

A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

AT

U

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D

AT

U R

W D

AT

U

R W

D

AT

U R

W D

ATUR

W D

ATUR

W D

ATUR

W DATUR W DATUR W DATUR

16OAK

317 316 315 314

319 318

C3

C1

C4

C6

C1

C8

C13

C5

C8

C7

C11

C9

C9

C14

C10

C1 C2 C12

OBI-1

SEDIMENT AND EROSION CONTROL PLAN

SCALE: 1" = 20'-0"A1

GRAPHIC SCALE

20'

SCALE: 1" = 20'

0 20' 40'

N

CG101

S E

D

IM

E N

T A

N D

E R

O S

IO

N

C O

N

TR

O L

P

LA

N C

E M

S P ro je ct N o.

P ro je ct

M an ag er

P ho ne

N o.

EN

G

IN

EE

RI

NG

AR

CH

IT

EC

TU

RE

S um m er vi lle , S

C W ilm in gt on

, N C

-1

A

A D av e

Y en sa n

3.

5.

FI

LE

N A

M E

C A

TE

G

O R

Y C

O D

E

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S W

IL

M

IN

G

TO

N

D

IS

TR

IC

T

TA

-0

-1

H

U M

A N

P E

R

FO

R M

A N

C E

M U

LT

IP

U R

P O

S E

T R

A

IN

IN

G

A R

E A

, S W

C S

FO

R

T B

R A

G G

, N C

D

A R

LI

N

G

TO

N A

V E

W

IL

M

IN

G

TO

N , N

O R

TH

C

A R

O

LI

N A

SHEET ID

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

TE

D B

Y

S

IZ

E

IS

S

U E

D A

TE

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

D

C

B

A

A N

S I D

E

F

G

2 3 4 5 6 7 8 9 10

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N

TR

O

LL

E D

U N

C

LA

S S

IF

IE

D

IN

FO

R

M A

TI

O

N (C

U I)

C E

M S

E N

G

IN

E E

R

IN

G

A

P R

M A

R K

D E

S C

R

IP

TI

O

N D

A

TE

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

W

2P M

B

GENERAL NOTES:

1. REFER TO ELECTRICAL, STRUCTURAL AND

ARCHITECTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

2. ALL TREES WITHIN THE LIMITS OF DISTURBANCE (LOD)

WILL BE HARVESTED PRIOR TO CONTRACTOR'S

NOTICE TO PROCEED. THE CONTRACTOR WILL BE

RESPONSIBLE FOR STUMP REMOVAL AND CLEARING

OF ANY OTHER SITE VEGETATION WITHIN THE LOD.

SHEET KEYNOTES

LIMITS OF DISTURBANCE.

GRAVEL CONSTRUCTION ENTRANCE. SEE DETAIL

F2/C-502.

218 LF OF SILT FENCE. SEE DETAIL C2/C-502.

80 LF OF SILT FENCE. SEE DETAIL C2/C-502.

12 LF OF SILT FENCE. SEE DETAIL C2/C-502.

15 LF OF SILT FENCE. SEE DETAIL C2/C-502.

144 LF OF SILT FENCE. SEE DETAIL C2/C-502.

SEDIMENT TRAP WITH 4' CLASS B RIP RAP SPILLWAY.

SEE DETAIL D6/C-503

DIVERSION BERM. SEE DETAIL B6/C-503

18" SEDIMENT TUBE. SEE DETAIL F5/C-502.

TOPSOIL STOCKPILE (+/- 300 CY)

CONSTRUCTION STAGING AND MATERIAL STORAGE.

EXISTING CONDITIONS DRAINAGE AREA BOUNDARY.

TREE PROTECTION FENCE. SEE DETAIL F3/C-503

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

.0

134.0

TEMPORARY SEDIMENT TRAP

0.87 DISTURBED AREA (ACRES)

4.00 PEAK FLOW FROM 25-YEAR STORM (CFS)

3,132 REQUIRED VOLUME (FT^3)

1,742 REQUIRED SURFACE AREA (FT^2)

14 TOP WIDTH AT SPILLWAY INVERT (FT)

134 TOP LENGTH AT SPILLWAY INVERT (FT)

2.0 SIDE SLOPE RATIO Z:1

3.5 STORAGE DEPTH (FT)

0 BOTTOM WIDTH (FT)

120 BOTTOM LENGTH (FT)

0 BOTTOM AREA (FT^2)

3,169 PROVIDED VOLUME AT SPILLWAY INVERT (FT^3)

1,876 PROVIDED SURFACE AREA AT SPILLWAY INVERT

(FT^2)

N . L

A U

R E

TT

A

J.

C

A R

R O

LL

C . M

O O

R

IN

G C G

1.

D W

G

035107

N

O

RT

H CAROL IN

A

P

RO

FESS I ONA

L

SEAL

E

N G

I N E E

R

L A U

R

E T

T

AN

I C

H

O L

A

METAL

SHED

METAL

SHED

12" R C

P

30" DIP

30" DIP

DI 1007

RIM:321.07

INV IN 803:314.10

INV OUT:313.35

DI 803

RIM:317.90

INV IN:314.90

INV OUT 1007:314.70

DI 587

RIM:317.70

INV OBSCURED

BY DEBRIS/SOIL

DI 567

RIM:315.44

INV IN 587:310.53

SSMH 809

RIM:321.38

INV CL:313.10

SHIPPING

CONTAINERS

12" R C

P

CONTROL POINT 1

LOCALIZED COORDINATES

N:500355.37 E:1999259.47

Z:321.05

CONTROL POINT 2

NC GRID COORDINATES

N:500274.95 E:1999679.87 Z:318.00

CGF:0.999864943

DATUM:

HORIZ:NAD83(2011)

VERT:NAVD88

GEOID:12B

UNITS:US FEET

SSMH 832

RIM:320.44

INV IN FROM BLD:313.35

INV CL:312.59

SSMH 566

RIM:318.72

INV IN FROM BLD:311.62

INV CL:310.92

12OAK

15OAK

16TR12TR

10TR10TR

12TR

5PINE

8PINE

22PINE

8PINE

4PINE

6PINE

17PINE

15PINE

20PINE

20PINE

12PINE

26PINE

14TR

12MAGNOLIA

DI 628

RIM:315.83

INV CL:313.47

DI 1195

RIM:320.42

INV IN:318.42

INV OUT:316.57

WV(x2)

TELECOMM

MANHOLE

TELECOMM

MANHOLE

TELECOMM

MANHOLE

A P

P A

R E

N T

C H

IL

LE

R L

IN

E

S

D2723 D2517

D2719

D2419

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

AT

U

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

A

TU

R W

D A

TU

R

W D

AT

U

R W

D

AT

U R

W D

ATUR

W D

ATUR

W D

ATUR

W DATUR W DATUR W DATUR

BLEACHER PAD

STORAGE

TURF FIELD

316314

SORINEX

LP

LP

LP

LP

LP

LP LP

LP

LP

LP

S

LPLP

319.83

319.92

320.04

320.04

319.92

319.92 320.04

320.04

318.95 318.95

318.95

320.04 320.04

319.92

319.93

319.20

319.20319.83

318.83

318.95

319.90

319.25

316.10

318.95

LP

318.92

318.63

316.31317.93

316.49

317.93

317.93

318.63

318.63

318.66

318.95

318.95

317.93

SITE GRADING AND STORM DRAINAGE PLAN

SCALE: 1" = 20'-0"A1 GRAPHIC SCALE

20'

SCALE: 1" = 20'

0 20' 40'

N

CG102

S

IT

E G

R A

D

IN

G A

N D

S

TO

R M

D R

A

IN

A G

E P

LA

N

N . L

A U

R E

TT

A

J.

C

A R

R O

LL

C . M

O O

R

IN

G

C E

M S

P ro je ct

N o.

P ro je ct M an ag er

P ho ne N o.

EN

G

IN

EE

RI

NG

AR

CH

IT

EC

TU

RE

S um m er vi lle , S

C W ilm in gt on

, N C

-1

A

A D av e

Y en sa n

3.

5.

FI

LE

N A

M E

C A

TE

G

O R

Y C

O D

E

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S W

IL

M

IN

G

TO

N

D

IS

TR

IC

T

TA

-0

-1

H

U M

A N

P E

R

FO

R M

A N

C E

M U

LT

IP

U R

P O

S E

T R

A

IN

IN

G

A R

E A

, S W

C S

FO

R

T B

R A

G G

, N C

D

A R

LI

N

G

TO

N A

V E

W

IL

M

IN

G

TO

N , N

O R

TH

C

A R

O

LI

N A

SHEET ID

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

TE

D B

Y

S

IZ

E

IS

S

U E

D A

TE

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

D

C

B

A

A N

S I D

E

F

G

2 3 4 5 6 7 8 9 10

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N

TR

O

LL

E D

U N

C

LA

S S

IF

IE

D

IN

FO

R

M A

TI

O

N (C

U I)

C E

M S

E N

G

IN

E E

R

IN

G

A

P R

M A

R K

D E

S C

R

IP

TI

O

N D

A

TE

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

W

2P M

B

SHEET KEYNOTES

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

LIMITS OF DISTURBANCE.

GRASSED INFILTRATION BASIN.

SEE DETAIL D1/C-507.

8' WIDE RIP RAP SPILLWAY. SEE DETAIL B7/C-507.

INV. = 316.10.

12" PERFORATED HDPE SUB-DRAIN PIPE. SEE

DETAIL D7/C-505.

6" CORRUGATED HDPE DOWNSPOUT DRAIN PIPE @

1.0% SLOPE. SEE DETAIL F3/C-506.

8" CORRUGATED HDPE DOWNSPOUT DRAIN PIPE @

1.0% SLOPE WITH STEEL END SECTION AND 8"

FINGER TYPE ANIMAL GUARD.

STORM DRAIN CLEANOUT. SEE DETAIL B1/C-506.

CLASS B RIP RAP OUTLET PROTECTION.

SEE DETAIL C3/C-503:

DEPTH (d) = 9"

LENGTH (L) = 8'

WIDTH (W) AT PIPE OUTLET = 3.75'

WIDTH (W) AT APRON END = 9.25'

CLASS B RIP RAP OUTLET PROTECTION.

SEE DETAIL C3/C-503:

DEPTH (d) = 9"

LENGTH (L) = 6'

WIDTH (W) AT PIPE OUTLET = 1.5'

WIDTH (W) AT APRON END = 6.5'

SEEDING AREA. SEE SHEET C-501.

INLET PROTECTION. SEE DETAIL B6/C-502.

CONCRETE ENCASEMENT OF 45 LF OF EXISTING

COMM. LINE. SEE DETAIL B5/C-504.

REMOVE EXISTING SPIGOT, INSTALL TEE AND RUN

3/8 INCH WATERLINE TO SHUTOFF VALVE. REPAIR

BRICK WALL TO MATCH EXISTING. OBI-1

INSTALL 3/8 INCH SHUT OFF VALVE, VALVE BOX AND

COVER. INSTALL 3/8 INCH O.D. PLATTED COPPER

WATER SERVICE TO WATER STATION. OBI-1

ADJUST TELECOMMUNICATIONS MANHOLE RIM TO

ELEVATION 319.74.

LIGHT POLE (BY OTHERS).

2.

0%

M A

X .5.0%

MAX.

B8

CG102

5.

0%

M A

X

0%

0%

5.0%

MAX.

SCALE: 1" = 10'

A1

CG102 B8…