PN69251_RTA_PLANS_VOL1.pdf
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SHEET ID.
INDEX OF DRAWINGS
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TITLETITLE
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G A
G-001 COVER SHEET
GI001 INDEX OF DRAWINGS
GI101 LOCATION PLAN
GI102 CIVIL LEGEND AND ABBREVIATIONS
GI103 GENERAL NOTES
GI104 CIVIL SITE CONSTRUCTION LIMITS
VF101 TOPOGRAPHIC SURVEY
B-101 SOIL BORING LOCATION PLAN
B-301 SOIL CLASSIFICATION CHART AND NOTES
B-302 SOIL TEST BORING LOGS
B-303 SOIL TEST BORING LOGS
B-304 SOIL LABORATORY TEST RESULTS
B-305 SOIL LABORATORY TEST RESULTS
B-306 SOIL LABORATORY TEST RESULTS
B-307 SOIL LABORATORY TEST RESULTS
B-308 SOIL LABORATORY TEST RESULTS
B-309 SOIL LABORATORY TEST RESULTS
CD101 CIVIL SITE DEMOLITION PLAN
CS101 CIVIL SITE LAYOUT PLAN
CS501 SITE DETAILS
CG101 CIVIL SITE GRADING PLAN
CG201 CIVIL STORM DRAIN PROFILES
CG501 STORM DRAINAGE DETAILS
CU101 CIVIL SITE UTILITY PLAN
CE101 EROSION SEDIMENT & POLLUTION CONTROL - INITIAL PLAN
CE102 EROSION SEDIMENT & POLLUTION CONTROL - INTERMEDIATE PLAN
CE103 EROSION SEDIMENT & POLLUTION CONTROL - FINAL PLAN
CE500 EROSION CONTROL NOTES
CE501 EROSION CONTROL NOTES
CE502 EROSION CONTROL DETAILS
CE503 EROSION CONTROL DETAILS
CE504 SEDIMENT PONDS AND SKIMMER DETAILS
CE701 POST-DEVELOPMENT HYDROLOGY
CE702 PRE-DEVELOPMENT HYDROLOGY
ES001 SITE ELECTRICAL & COMMUNICATIONS LEGEND & GENERAL NOTES
ES101 SITE ELECTRICAL & COMMUNICATIONS EXISTING & REMOVAL PLAN
ES102 SITE ELECTRICAL & COMMUNICATIONS NEW WORK PLAN
ES103 SITE ELECTRICAL & COMMUNICATIONS NEW WORK PLAN
ES104 SITE ELECTRICAL & COMMUNICATIONS NEW WORK PLAN
ES501 SITE ELECTRICAL & COMMUNICATIONS DETAILS
A 24 MB
A 24 MB
C
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BUTNER R
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LONGSTREET R
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GRUBER R
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A L
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W A
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GRUBER RD
LONGSTREET
RD
BUTNER R
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HONEYCUTT RD
HONEYCUTT RD
B R
A
B
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B R
A
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B R
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GRUBER RD
M U
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K N
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A R
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MI
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RESERVATI
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BOUNDARY
MIL
ITARY
RESERVATIO
N
BOUNDARY
ILITARY
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UNDARY
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S P
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MAIN ENTRANCE
OLD FORT BRAGG BOUNDARY
N
W
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A
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D A
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AND THE OVERHILLS AREA.
NORTHERN TRAINING AREA
A R
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IS
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AL
ACP#4
ACP#7
ACP#2
ACP#8A
ACP#10
ACP#13
ACP#9
ACP#11
ACP#3
ACP
#1
Z A
B
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A D
BASTOGNE DRIVE
FAYETTEVILLE
FORT BRAGG
30195
40401
301401
N
RECYCLING AREA
RALEIGH
99.963'N64° 3 8' 54
.61"E
.09
7'
N1 9°
' 4
4.2 4"
E
171.716' N64° 3
8' 54 .61"E
R= 42.
50'
L=3 3.9
74'
R= .50
L= .01
4'
R= .50
L= .32
5'
R= 27.
50'
L=2 1.5
98'
11+00
12+00
13+00
14+00
15+00
16+00
17+00
20+00
10+00
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24+00
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27+00
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+0
+0
31+00
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21+00
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26+00
115+00
121+00
123+00
122+00
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118+00
117+00
116+00
124+00
125+00
126+00
127+00
110.933'
34.677'
840.162'
305.502'
121.353'
169.429'
200+00
201+00
202+00
203+00 204+00
205+00
206+00
7+
8+
0+
1+
302+00 303+00
4+
272.422'
193.523'
6.1
104.527'
8.3
.01
21.000'
21.000'
.80
7'
257.979' 21.000'32.92"E
21.000'33.04"W
37+79.01
ONLY
ACP#1
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MOUNTAIN VIPER DRIVE
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T O
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NEW DAWN DRIVE
T O
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URBAN
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10+00
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ON
LY
ON
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YIELD
YIELD
YIELD
URBAN FREEDOM WAY
C h ic k e n
R o a d
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Ch ick en R oa d
FUTURE 8" WM
FUTURE 4" GM
FUTURE 8" WM
FUTURE 4" GM
FUTURE 8" WM
FUTURE 8" WM
FUTURE 4" GM
FUTURE 8" WM
FUTURE 4" GM
FUTURE 8" WM
CLOSED
BORROW PIT
LAMONT
GENERAL NOTES:
ASHEBORO
SANFORD
BISCOE
ROCKINGHAM
LAURINBURG
DARLINGTON
WHITEVILLE
LUMBERTON
ELIZABETHTOWN
WILMINGTON
WALLACE
CLINTON
MT. OLIVE
GOLDSBORO
DUNN
SMITHFIELD
WILSON
S . C
A R
O L
IN
A
N . C
A R
O L
IN
A
T O
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V A
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A F
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IC
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ACP#12
GI101
C A
T
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N P
L A
N
WEST MANCHESTER RD
LONGSTREET
RD
Mc
KELLARS
RD
ACCESS CONTROL POINT
R D
L A
M O
N T
CONTRACTORS COMMERCIAL OR PRIVAYELY OWNED VEHICLES REQUIRE REGISTRATION.
AUTOMATRD INSTALATION ENTRY, HAVE A TEMPORARY PASS, OR HAVE NEITHER. ALL
ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF WHETHER THEY HAVE A
HTTP://WWW.BRAGG.ARMY.MIL/DIRECTORATES/DES/PAGES/DEFAULT.ASPX
INFO AND HOURS FOR ACP'S CAN BE FOUND HERE
POST ACCESS CONTROL POINT (ACP) PLAN
SCALE: 1"=3000'
FORT BRAGG CANTONMENT
N
LAKES
STATE ROUTE
MAJOR ROADS
INSTALLATION BOUNDARIES
RAILROADS
STREETS
U. S. ROUTE
INTERSTATE ROUTE
LEGEND:
N.T.S.
VICINITY MAP
VEHICLE REGISTRATION
BUILDING 4-2843,
SOLDIER SUPPORT CENTER,
OFFICE (DRMO) BLDG. NO. J-1334
DEFENSE REUTILIZATION MARKETING
AND TRUCK INSPECTION PLAZA
ACCESS CONTROL POINT (ACP) #8
FORT BRAGG OFFICE, BLDG NO. 2-2414
CORNER OF WOODRUFF & JACKSON ST
SOCOM RESIDENT OFFICE
BUILDING NO. 3-1631
DIRECTORATE OF PUBLIC WORKS
TOWER PROJECT SITE
SOTF REPLACE MAZE &
CONTRACTOR HAUL ROAD
CONTRACTOR'S EXPENSE.
11.) ALL EXCESS SUITABLE AND NONSUITABLE SOIL SHALL BE DISPOSED OF OFF INSTALLATION AT
CONTRACTOR EXPENSE.
10.) ALL ASPHALT PAVEMENT(INCLUDING MILLED) SHALL BE DISPOSED OF OFF THE INSTALLATION AT
FACILITY.
RECYCLING CENTER (BUTNER AND REILLY ROAD) OR THE RECYCLING AREA AT THE LAMONT LANDFILL
MOTORS, VALVES, COPPER WIRE, ETC. THESE TYPES OF ITEMS SHALL BE TRANSPORTED TO THE DPW
MATERIALS. ITEMS SUCH AS HVAC UNITS (FREON REMOVED), AIR HANDLERS, PIPING, METALS BEAMS, OF THE GOVERNMENT UNLESS THE CONTRACT SPECIFIES THAT THE CONTRACT CAN OBTAIN THE
9.) ALL RECYCLABLE MATERIALS GENERATED FROM A CONSTRUCTION OR DEMOLITION JOB IS PROPERTY
8.) ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO INSPECTION ON FORT BRAGG.
RECYCLABLES TO PREVENT LITTER.
7.) STATE LAW AND FORT BRAGG REGULATIONS REQUIRES COVERING OF LOADS OF WASTE OR
GUIDANCE.
6.) CONTACT THE SOLID WASTE/RECYCLING PROGRAM AT 977-2502, 396-3372 OR 432-6412 FOR ADDITIONAL
- SHALL BE CLEAN OF TRASH, PLASTICS, STYROFOAM, WOOD, METAL, ETC.
BUTNER AND REILLY ROAD
- ALSO CARDBOARD CAN BE TAKEN TO THE FORT BRAGG RECYCLING CENTER AT BLDG 3-1240,
- A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD
CARDBOARD TO BE RECYCLED
- NO ITEMS WITH LIQUIDS IN THEM
- NO ITEMS REQUIRING DEMILITARIZATION ACCEPTED
SCRAP STEEL / ALUMINUM
- SERVICEABLE AND NON-SERVICEABLE PALLETS
PALLETS
- NO TRASH IN LOAD
- WILL EXCEPT GROUND WOOD CHIPS
- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD OR IN STUMP ROOTS
FEET OR LESS
- IF THE TREE HAS A LARGE DIAMETER (EXAMPLE 3 FT. DIA.) IT SHALL BE CUT TO LENGTHS OF 3
- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH
TREES, LIMBS AND STUMPS
- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE
- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD
- SHALL BE NO LARGER THAN 2’ BY 2’ PIECES
- SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED PAINT TO BE RECYCLED
CONCRETE, BRICK, AND BLOCK
FOLLOWING:
5.) THE LAMONT RECYCLING FACILITY WILL ACCEPT RECYCLABLES ITEMS SUCH AS THE
REQUIREMENTS.
ALL MATERIALS RECYCLED OFF FORT BRAGG. SEE SPECIFICATIONS FOR FORMS AND REPORTING
4.) THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL WASTE DISPOSED (C&D AND MSW) AND
CERTIFICATION SHALL BE PROVIDED TO THE CONTRACTING OFFICER.
FORT BRAGG FOR THE DISPOSAL OF C&D WASTE, ASBESTOS WASTE AND MSW. PROOF OF STATE
3.) ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR SUB TITLE “D” LANDFILL OFF
CLOSED AND WILL NOT EXCEPT MSW AT THE FACILITY.
2.) THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION AT THE LAMONT LANDFILL FACILITY IS
NOT BE ACCEPTING ANY C&D WASTE AND ASBESTOS WASTE.
1.) THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D) LANDFILL IS CLOSED AND WILL
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GI102
B R
E V
IA
T
IO
N S
C
IV
IL
L
E G
E N
D A
N D
X X X XX XX
STRUCTURES
BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
GRAVEL PAVEMENT
CONCRETE WALK
NEWTO BE REMOVED
CHAIN LINK FENCING
CONTOUR ELEVATION225
SD SD
RD
SS
RD
SS
W W
P.I.V. P.I.V.
G G
MANHOLE
STORM DRAINAGE INLET
STORM DRAINAGE LINE
ROOF DRAIN WITH CLEANOUT
SANITARY SEWER LINE
WATER LINE
VALVE
POST INDICATOR VALVE
FIRE HYDRANT
UNDERGROUND GAS LINE
TREE
TREE WITH PROTECTION FENCING
X
B-41 SOIL BORING
ABBREVIATIONS
A/C
EXISTING FACILITIES LEGENDPROPOSED WORK LEGEND
WETLANDS
WATER VALVE
WATER METER
TELEPHONE PEDESTAL
SURVEY CONTROL POINT
SIGN POST
SEWER CLEANOUT
POWER POLE
MANHOLE - STORM DRAIN
MANHOLE - SEWER
MANHOLE - ELECTRIC
MANHOLE - COMMUNICATIONS
LIGHT POLE
GUY WIRE
GREASETRAP
GAS VALVE
FIRE HYDRANT
ELECTRIC TRANSFORMER
ELECTRIC PULL BOX
DROP INLET
COMMUNICATION WITNESS POST
CATCH BASIN
BOLLARD
AIR CONDITIONER
S
TR
W
W
CB
W
D
T
CO
PB
G
E
GT
DI
C
TREE LINE
STORM DRAIN PIPE
SANITARY SEWER PIPE
FENCE LINE
ELECTRICAL LINE
CONSTRUCTION LIMITS
ATFP S/O
SDSD
SSSS
XX
EE
FINISHED PADFP
FLOW LINE ELEVATIONFL
FIRE HYDRANT ASSEMBLYFH
FINISHED GRADEFG
FINISHED FLOORFF
FACE OF CURBFOC
EDGE OF PAVEMENTEP/EOP
ELEVATIONELEV
EROSION CONTROL BLANKETECB
END OF CURVEEC
DIRECTORATE OF PUBLIC WORKSDPW
DINING FACILITYDFAC
REPRESENTATIVE
CONTRACTING OFFICER'SCOR
CORRUGATED METAL PIPECMP
CURB, GUTTER, SIDEWALKCGS
BOTTOMBTM
BOTTOM OF STAIRSBS
STORM WATER BREAK POINTBREAK PT
STORM WATER BREAK LINEBREAK LN
BACK OF CURBBOC
BEST MANAGEMENT PRACTICEBMP
BENCHMARKBM
BIO RETENTION AREABIO
BEGINNING OF CURVEBC
OPERATIONS FACILITY
BARRACKS/COMPANYB/COF
PROTECTION
ANTI TERRORISM FORCEATFP
CROSS SECTIONXSECT
TOP OF WALKTW
TOP OF STAIRSTS
TOP OF PAVEMENTTP
TOP OF CONCRETETC
STORM STRUCTURESTR
STANDARDSTD
SANITARY SEWERSS
SANITARY SEWER MANHOLESSMH
SANITARY SEWER CLEANOUTSSCO
STORM DRAIN MANHOLESDMH
RAILROADRR
REINFORCED CONCRETE PIPERCP
PAVEMENTPVMT
POLY VINYL CHLORIDEPVC
POWER POLEPP
POINT OF ENDINGPOE
POINT ON CURVEPOC
POINT OF BEGINNINGPOB
POINT OF INTERSECTIONPI
NOTICE TO PROCEEDNTP
NOT IN CONTRACTNIC
MULTI-PURPOSE PONDMP
LOW POINTLP
HANDICAPH/C
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GI103
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DEMOLITION AND REMOVAL NOTES:
LAYOUT NOTES:
GRADING AND STORM DRAINAGE NOTES:
WATER QUALITY BMP STANDARD NOTES:
EROSION CONTROL AND STABILIZATION NOTES:
SECURITY NOTES
1. TEMPORARY FENCE SHALL MEET ALL REQUIREMENTS OF THE EXISTING FENCE BEING REMOVED.
OTHERWISE. COORDINATES AND STATIONING ARE IN ENGLISH UNITS.
1. ALL DIMENSIONS ARE MEASURED TO THE EDGE OF PAVEMENT UNLESS INDICATED
UTILITY NOTES:
PERMITS:
UNDERGROUND STORM FEATURES.
9. CONTRACTOR IS RESPONSIBLE FOR MEETING EISA 438 AND OTHER REQUIREMENTS EVEN IF IT REQUIRES
OF 18 INCHES.
FABRIC. FILTER FABRIC SHALL EXTEND 1 FOOT PAST THE JOINT. FILTER FABRIC SHALL HAVE AN OVERLAP
8. ALL STORM DRAINAGE PIPES 15 INCHES OR GREATER SHALL HAVE THEIR JOINTS WRAPPED WITH FILTER
7. ALL STORM PIPES LOCATED UNDER PAVEMENT TO HAVE WATERTIGHT JOINTS.
NEW STORM DRAINAGE PIPES TIE TO THESE STRUCTURES.
6. THE CONTRACTOR SHALL GROUT SEAL EXISTING STORM DRAINAGE STRUCTURES AT THE LOCATIONS WHERE
REQUIRED COVER AND COORDINATION WITH PRIVATIZED UTILITIES OF OTHER DISCIPLINES.
WHERE EARTHWORK CUT IS TO BE ACCOMPLISHED, ALL NEW UTILITIES SHALL BE CONSTRUCTED WITH THE
5. THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH OTHER UTILITIES TO BE INSTALLED.
OTHERWISE ON THE DRAWINGS.
4. ALL FILL AND CUT SLOPES SHALL BE NO STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL UNLESS NOTED
APPLICATION OF IRRIGATION WATER.
DEPENDING ON VARIATIONS IN PRECIPITATION, DRAINAGE PATTERNS, SURFACE WATER RUNOFF, AND THE
DRILLING. HOWEVER, BOTH "PERCHED WATER" AND TRUE GROUNDWATER LEVELS CAN FLUCTUATE
C. REFER TO LOGS OF SOIL BORINGS IN THE CONTRACT DRAWINGS FOR WATER LEVELS OBSERVED DURING
REQUIRED WORK IS PERFORMED IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND THE SPECIFICATIONS.
SUMPS. THE CONTRACTOR SHALL PERFORM WHICHEVER MEASURES THAT ARE NECESSARY SUCH THAT ALL
ACCOMPLISHED BY THE USE OF FRENCH DRAINS, DITCHES, TRENCHES, AND PUMPING FROM FILTERED
B. IT IS ANTICIPATED THAT SATISFACTORY DEWATERING TO PERMIT THE REQUIRED CONSTRUCTION CAN BE
THE "PERCHED WATER" LEVEL.
PERMEABLE SOIL ABOVE IT. THE TRUE GROUND WATER LEVEL CAN BE SEVERAL TO MANY FEET BELOW
IMPERMEABLE SOIL LAYER, SUCH AS CLAYEY SAND, CLAY OR SILT, AND SATURATES THE MORE
A. A "PERCHED WATER" CONDITION OCCURS WHEN WATER SEEPING DOWNWARD IS BLOCKED BY AN
THIS PROJECT. SEE BORING LOCATION PLAN AND LOGS.
3. THE CONTRACTOR MAY ENCOUNTER "PERCHED WATER" CONDITIONS IN SOME EXCAVATIONS REQUIRED FOR
GRADES UNLESS NOTED OTHERWISE ON THESE PLATES.
2. ALL EXISTING MANHOLES SHOWN TO REMAIN SHALL BE RAISED OR LOWERED TO MATCH THE NEW FINISHED
ADDITIONAL REQUIREMENTS.
PARAGRAPHS ON DRAINAGE AND DEWATERING OF SPECIFICATION SECTION 31 00 00, EARTHWORK FOR
SHALL BE ACCOMPLISHED BY ANY ACCEPTABLE MEANS AS APPROVED BY THE CONTRACTING OFFICER. SEE
WATER TABLE, AND/OR ANY PERCHED WATER CONDITION WHICH MAY BE ENCOUNTERED DURING EXCAVATIONS
UNTIL THE FOOTINGS ARE IN PLACE AND BACKFILLED. DEWATERING OF ANY SURFACE WATER, GROUND
EXCAVATIONS ARE ACCOMPLISHED IN THE DRY. ALL FOOTING EXCAVATIONS SHALL REMAIN DRY AND FIRM
OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE DEWATERING AS REQUIRED SO THAT ALL FOOTING
SITE WHICH AFFECTS OPERATIONS SHALL BE CONTINUALLY AND EFFECTIVELY DRAINED DURING ALL PHASES
1. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE
WILL BE PERFORMING AS DESIGNED PRIOR TO TAKING RESPONSIBILITY FOR SAID BMPs.
MAINTENANCE REQUIREMENTS WILL BE CONDUCTED BY FORT BRAGG. FORT BRAGG EXPECTS THAT ALL BMPs
ALL PROPOSED BMPs SHALL BE MAINTAINED AS DIRECTED BY THE DESIGN DRAWINGS. ALL POST CONSTRUCTION3.
MATERIALS, TECHNIQUE, AND TIMING ARE CRUCIAL FOR A BMP TO PERFORM AS EXPECTED AND DESIGNED.
ALL PROPOSED BMPs SHALL BE INSTALLED AS DIRECTED BY THE DESIGN DRAWINGS. THE USE OF PROPER2.
NECESSARY INFORMATION.
ALL PROPOSED BMPs SHALL HAVE ACCOMPANYING DRAWINGS, DESIGN CALCULATIONS, AND ANY OTHER1.
TRANSFORMER (POINT OF DEMARCATION). SEE ES PLATES FOR POWER AND COMMUNICATION RUNS.
ELECTRICAL LINES FROM FORT BRAGG SUBSTATIONS TO PRIMARY SIDE OF THE BUILDING
UTILITIES (SUS). SUS IS RESPONSIBLE FOR DEMOLITION, DESIGN, AND CONSTRUCTION OF EXTERIOR
7. ALL OVERHEAD ELECTRICAL LINES AND EQUIPMENT ARE OWNED AND OPERATED BY SANDHILLS
CONTRACTOR, THE CONTRACTOR SHALL PAY OWNER AND OPERATOR TO REPAIR THE DAMAGE.
AND WITH THE APPROVAL OF THE COR, IF THE UTILITY IS DAMAGED. IF THE UTILITY IS DAMAGED BY THE
ADJUSTED BY THE CONTRACTOR IN COORDINATION WITH THE PARTICULAR UTILITY COMPANY REPRESENTATIVE, THIS MAY REQUIRE HAND EXCAVATION AROUND A UTILITY OR SITE FEATURE. A UTILITY MAY BE MOVED OR
6. CONTRACTOR SHALL WORK AROUND EXISTING UTILITIES AND SITE FEATURES SHOWN ON THE DRAWINGS.
REQUIRE APPROVAL FROM FORT BRAGG STORMWATER BEFORE PROCEEDING.
5. REMOVAL OR INSTALLATION OF ANY UTILITIES OUTSIDE OF THE PERMITTED CONSTRUCTION LIMITS WILL
TO BE COMPLETED BY PSUS.
AND SEWER UTILITIES. CONTRACTOR MUST COORDINATE WORK UNDER THIS CONTRACT WITH WORK
4. ONUS IS RESPONSIBLE FOR DESIGN, DEMOLITION, CONSTRUCTION AND MAINTENANCE OF SITE WATER
COORDINATED WITH THE UTILITY PROVIDERS THROUGH THE COR.
MECHANICAL IS THE RESPONSIBILITY OF THE CONTRACTOR. SERVICE DISTRUPTIONS MUST BE
3. DEMOLITION OF EXISTING AND CONSTRUCTION OF NEW ELECTRICAL, COMMUNICATION, GAS AND SITE
SYSTEMS ARE OPERATED AND MAINTAINED BY FORT BRAGG DPW.
2. COMMUNICATIONS, ELECTRICAL, AND SITE MECHANICAL (STEAM, MED TEMP, CHILLED WATER, HI TEMP)
1. SEE FIRE PROTECTION SHEETS FOR LOCATION OF FIRE WATER BUILDING CONNECTIONS.
PAUL.R.CUDNEY@USACE.ARMY.MIL .
PAUL CUDNEY, SOCOM RESIDENT OFFICE, FORT BRAGG, NC, PHONE NUMBER (CELL): 910-391-0829, OR EMAIL:
POINT OF CONTACT:
SUBMITTAL REGISTER. AVOID OMISSIONS.
GOVERNMENT FOR REVIEW AND APPROVAL. IF A PERMIT IS “NOT APPLICABLE”, INDICATE AS SUCH ON THE INFORMATION TO THE POINT OF CONTACT (BELOW). PERMIT SUBMITTALS ARE TO BE SUBMITTED TO THE DOCUMENTS. CONTRACTORS ARE TO ADD ADDITIONAL PERMITS, AS THEY BECOME KNOW. KINDLY REPORT SUCH DIVISION 1 PORTION OF THE PROJECT’S SUBMITTAL REGISTER, UNLESS OTHERWISE REQUIRED BY THE CONTRACT PERMITS, AS LISTED ABOVE, ARE NOT INTENDED TO BE A COMPLETE LIST. PERMITS NEED TO BE ADDED TO THE
WITHOUT THE APPROPRIATE PERMIT.
PLANS: ADD PERMITS TO THE GENERAL NOTES, INDICATING THAT CONSTRUCTION WILL NOT BEGIN ON ANY PHASE
BINDER, TABBED AND WITH A TABLE OF CONTENTS, FOR INSPECTION BY THE GOVERNMENT.
PERMITS ARE TO BE MAINTAINED IN THE CONTRACTOR’S ONSITE CONSTRUCTION OFFICE, ORGANIZED IN A 3 RING
ADDITIONAL COST TO THE GOVERNMENT.
CONSTRUCTION OF THE PROJECT. DETERMINE THE FEE BASIS AS APPROPRIATE AND PAY ALL FILING FEES AT NO OBTAIN ALL APPLICABLE PERMITS AS PART OF THE DESIGN PROCESS AND SECURE ALL PERMITS NECESSARY FOR
NOTES:
HEATING.
BRAGG FIRE DEPARTMENT. (SUBMIT 14 CALENDAR DAYS PRIOR TO WORK.) INCLUDES WELDING, CUTTING,
- HOT WORK PERMIT (SEE EM 385-1-1, DATED 15 SEP 08, PARA 06.C.01 (PAGE 93) & PARA 10.C.01 (PAGE 207) FORT
DATED 30 NOV 14, PARAGRAPH 11.A.02C.
- ENERGIZED WORK PERMIT MUST BE SUBMITTED TO THE COR IN ADVANCE FOR ACCEPTANCE. (SEE EM 385-1-1,
- CONFINED SPACE ENTRY PERMIT (SEE EM 385-1-1, DATED 30 NOV 2014, SECTION 34 (PAGE 34-1)
COE SAFETY:
- WATER AND SANITARY SEWER
ONUS :
- WATER SYSTEM SERVICE (FIRE PROTECTION AND DOMESTIC WATER SERVICE) NCDEQ.
- STORMWATER MANAGEMENT NCDEQ AND FT BRAGG WATER MANAGEMENT BRANCH
- SEPTIC SYSTEM (POSSIBLE COUNTY INVOLVEMENT)
- GEOTHERMAL (POSSIBLE COUNTY INVOLVEMENT)
- GENERAL STORMWATER DISCHARGE
OF WATER QUALITY (DWQ)
- EROSION & SEDIMENT CONTROL (E&SC) CERTIFICATE OF APPROVAL/PERMIT DEQ (FORMALLY NCDENR) DEPT
- DEMOLITION
- AIR QUALITY
- ASBESTOS REMOVAL FOR DEMOLITION/RENOVATION NCPH, RALEIGH (10 WORKING DAYS PRIOR TO REMOVAL)
NC STATE:
- NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION - FAA FORM 7460-1
FEDERAL
- WATER WELL
COUNTY
- UTILITY OUTAGE REQUESTS - FT BRAGG DPW
- UTILITY CONNECTION
- TRAFFIC CONTROL PERMIT DPW TRANSPORTATION ENGINEER, RAY GOFF, 910-907-1759
DREDDRICK BROWN, DSN 225-8469 OR COM (703) 695-8469.
- PHOTOGRAPHY INSTALLATION PERMIT - DIRECTOR OPERATIONS DIRECTORATE DCS G3/5/7 - POC IS MR.
- LANDFILL DISPOSAL PERMIT - DPW-ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), 910-396-3372.
ERIC.M.TORRES24.CTR@MAIL.MIL.
SERVICES, LLC, STORAGE TANKS AND WATER QUALITY PROGRAM, FORT BRAGG-DPW-ECB.
- IRRIGATION PERMIT DPW WATER QUALITY PROGRAM MANAGER, ERIC TORRES, 910-432-8450, CHENEGA GLOBAL
- EXCAVATION
- TRANSPORTER AND DISPOSAL FACILITIES PERMITS
ENVIRONMENTAL BRANCH, ENVIRONMENTAL COMPLIANCE BRANCH (ECB)
- TITLE V AIR PERMITS (BASED ON TYPE OF MATERIAL DUST, BOILERS AND DOMESTIC WATER HEATERS) DPW
- STREAM CROSSING PERMIT (SEE CLEAN WATER ACT SECTION 404 AND SECTION 401 (WATER QUALITY).
- GENERAL USE PERMITTED EQUIPMENT (SEE FAR 52.236-7.)
PROGRAM MANAGER)
- CLEAN AIR ACT (CAA) [FEDERAL, STATE AND LOCAL] DPW INSTALLATION ENVIRONMENTAL OFFICE (AIR
- REGULATORY PERMITS
- ENVIRONMENTAL PERMITS (POSSIBLE 180 DAY PROCESS). SEE SPEC SECTION 01 57 19.
TO WORK).
- DIGGING/EXCAVATION PERMIT (FB FORM 1605-E) DPW - FACILITIES ENGINEER (SUBMIT 15 CALENDAR DAYS PRIOR
JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL OR FAX TO (910)396-4188, ATTN: SOLID WASTE OFFICE.
AND OPERATING. SEE DPW’S SOLID WASTE AND RECYCLING REQUIREMENTS, DATED 6 OCT 2016, OR CONTACT CERTIFIED C&D LANDFILL OR SUB TITLE “D”LANDFILL, UNTIL A NEW PHASE III SECTION OF THE LANDFILL IS OPEN ARRANGEMENTS TO HAUL CONSTRUCTION AND DEMOLITION WASTE OFF THE INSTALLATION TO A STATE DEMOLITION WASTE (TO INCLUDE FRIABLE ASBESTOS CONTAINING MATERIALS). CONTRACTORS NEED TO MAKE TO ACCEPT CONSTRUCTION AND DEMOLITION WASTE AND WILL NO LONGER ACCEPT CONSTRUCTION AND DEMOLITION LANDFILL FACILITY - DPW ENVIRONMENTAL BRANCH. NOTE: LANDFILL HAS REACHED ITS CAPACITY
- CONSTRUCTION AND DEMOLITION (C&D) WASTE PERMIT - FOR FORT BRAGG LAMONT ROAD CONSTRUCTION AND
PIT HAS BEEN CLOSED BY DPW UNTIL FURTHER NOTICE.
- BORROW PIT PERMIT DPW ENVIRONMENTAL BRANCH (SUBMIT 14 CALENDAR DAYS PRIOR TO WORK) - BORROW
- BOILERS & GENERATORS PERMIT DPW-ECB AIR QUALITY MIKE FISHER, REM.
- ARMY RADIATION PERMIT (ARP) INSTALLATION RADIATION SAFETY OFFICER VICTOR D. WOOTEN, 910-9088-4138.
- AIR QUALITY (GENERATORS) DPW-ECB AIR QUALITY PROGRAM MANAGER.
INSTALLATION:
STOCKPILED MATERIAL, TOPSOIL, ETC.
20. EROSION CONTROL MEASURE (e.g. SILT FENCING, INLET PROTECTION) SHALL BE INCLUDED WITH ANY
HAS APPROVED OTHERWISE.
THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT
ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS
19. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED
ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.
NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND
COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE
REQUIREMENTS OF THIS PERMIT AND/OR SC’S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE
18. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE
AREAS OF THE CONSTRUCTION SITE.
ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL
17. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST
- SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.
- FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; AND
COMPOUNDS AND OTHER CONSTRUCTION MATERIALS;
- WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING
- WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL;
16. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).
15. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE
THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.
AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL
14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, PLACEMENT AND DESIGN GRADES.
TURFED OR RECEIVE LANDSCAPE PLANTINGS. KTR IS RESPONSIBLE FOR COORDINATION OF THIS TOPSOIL
TOPSOIL. THE KTR SHALL IMPORT 8" OF TESTED, APPROVED TOPSOIL AND PLACE ON ALL AREAS TO BE
13. MINIMIZE SOIL COMPACTION. IT IS ANTICIPATED THAT THE EXISTING SOIL MATERIAL CANNOT BE USED FOR
A PERIOD OF 7 CALENDAR DAYS.
LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR
12. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE
COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED.
SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF
11. A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION
STORM WATER DISCHARGES.
COULD BE EXPOSED TO STORMWATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN
FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT
10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL
BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.
BUFFER CAN’T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD
MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT
9. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY
APPROPRIATE TRAPS OR STABLE OUTLETS.
TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO
8. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION
72-300 ET SEQ. AND SCR100000.
DURING CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C REG.
AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS
7. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL
DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL
6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION
UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
OF THE STATE.
THE WATER SHOULD BE FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK INTO ANY WATERS
SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY
EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND
4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL
REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.
INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION
PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF
TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.
SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, MUST BE INITIATED AS SOON AS PRACTICABLE. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE
14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES
FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW. WHERE STABILIZATION BY THE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
BROUGHT TO GRADE.
SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS
OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY
1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC
WITH UTILITY COMPANIES PRIOR TO THE DEMOLITION PHASE, IF NECESSARY FOR PROJECT COMPLETION.
12. THE WATER, SANITARY SEWER, GAS, AND ELECTRICAL ARE PRIVATIZED. CONTRACTORS SHALL COORDINATE
11. SEE FIRE PROTECTION SHEETS FOR LOCATION OF FIRE WATER BUILDING CONNECTIONS.
WITHOUT PRIOR WRITTEN PERMISSION FROM DPW, VIA THE CONTRACTING OFFICER.
THE CONTRACTOR IS NOT TO REMOVE ANY TREES LARGER THAN 4 INCHES DBH (DIAMETER AT BREAST HEIGHT)
10. TREES OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED BY CONSTRUCTION EQUIPMENT.
REQUIREMENTS.
SECTION 02 81 00 ASBESTOS HAZARD CONTROL ACTIVITIES, FOR ADDITIONAL ASBESTOS REMOVAL
REMOVAL AND DISPOSAL OF LEAD PAINT AND ASBESTOS CONTAINING MATERIALS SEE SPECIFICATION
9. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND FORT BRAGG REQUIREMENTS FOR, IF FOUND, DISPOSED OF OFF THE INSTALLATION AT CONTRACTOR'S EXPENSE.
COORDINATED WITH THE CONTRACTING OFFICER. ASPHALT PAVEMENT (INCLUDING MILLED) SHALL BE
SHALL BE STOCKPILED SEPARATELY IN THE DISPOSAL AREA FOR RECYCLING. LOCATION SHALL BE
IN OF NEW PAVEMENT. SEE BORING LOGS FOR DEPTH OF PAVEMENT. ALL CONCRETE PAVEMENT REMOVED
8. PAVEMENTS TO BE REMOVED SHALL BE SAW CUT ALONG THE EDGE OF REMOVAL TO PROVIDE A SMOOTH TIE
ADDITIONAL COST SHALL BE BORNE BY THE CONTRACTOR.
THE CONTRACTOR. DAMAGED EDGES SHALL BE RESAWED TO PROVIDE ONE UNIFORM EDGE AND THE
A SMOOTH TIE IN OF NEW SIDEWALKS AND CURB AND GUTTER. SAW CUT EDGES ARE TO BE PROTECTED BY
7. SIDEWALKS AND CURB AND GUTTER TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT TO PROVIDE
CONTRACTING OFFICER.
6. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS SHALL BE COORDINATED WITH THE
SHALL BE NOT BE ADJUSTED WITHOUT PRIOR APPROVAL OF CONTRACTING OFFICER.
5. THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE CIVIL PLATES. THE LIMITS OF CONSTRUCTION AS SHOWN
OF ANY DEMOLITION OR LAND DISTURBING ACTIVITIES OR REMOVALS.
4. EROSION CONTROL MEASURES SHALL BE IN PLACE AND APPROVED BY THE GOVERNMENT PRIOR TO THE START
3. SEE FIRE PROTECTION SHEETS FOR LOCATION OF FIRE WATER BUILDING CONNECTIONS.
ON THE DRAWINGS.
2. ALL BUILIDNGS TO BE DEMOLISHED AND REMOVED SHALL INCLUDE THE FOOTINGS UNLESS NOTED OTHERWISE
CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
1 . THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ANY TRAFFIC CONTROL MEASURES WITH THE
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GI104
N 515,283.08
E 1,976,528.35
N 515,338.45
E 1,976,582.20
N 515,280.10
E 1,976,385.82
N 515,303.94
E 1,976,342.89
N 515,418.57
E 1,976,451.24
N 515,402.43
E 1,976,528.78
N
SCALE: 1" = 20'
20' 20' 40'
N 515,385.01
E 1,976,531.96
N 515,338.97
E 1,976,571.62
N 515,293.01
E 1,976,524.06 N 515,289.89
E 1,976,437.08
STAGING / LAYDOWN AREA
N 515,319.57
E 1,976,302.35
N 515,423.96
E 1,976,370.39
N 515,395.11
E 1,976,205.55
N 515,306.38
E 1,976,220.60
N 515,299.84
E 1,976,305.29
A N
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US Army Corps
C A
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IP_PWP:dms24205\bydgi104ld.dgn
VF101
SCALE: 1" = 20'
20' 20' 40'
S U
R V
E Y
T O
P O
G R
A P
H
IC
NOTES:
CEMETERIES, BURIAL GROUNDS, OR HAZARDOUS WASTE.
UNDERGROUND STORAGE FACILITIES, GRAVES,
TO THE FOLLOWING: 100 YEAR FLOOD LIMITS, WETLANDS
6.) NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR
CENTER CALL CENTER 811.
VERIFIED BY CONTACTING THE NC. UTILITIES PROTECTION
5.) LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD
MARKINGS, AND BASE UTILITY PLANS.
GROUND FEATURES, PHYSICAL EVIDENCE, PAINT
APPROXIMATE LOCATIONS AND ARE BASED ON ABOVE
STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE
SURVEY TO LOCATE ANY BURIED UTILITIES OR
OTHERS. NO EXCAVATIONS WERE MADE DURING THIS
ARE IN THE EXACT LOCATION INDICATED, IF MARKED BY
WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
OR ABANDONED. THE SURVEYOR FURTHER DOES NOT
PIPES, ETC. ARE LOCATED HEREON, EITHER IN SERVICE
UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS,
THE SURVEYOR DOES NOT GUARANTEE THAT ALL
UPON THE FIELD SURVEYS OF ABOVE GROUND FEATURES.
4.) THE LOCATION OF UNDERGROUND UTILITIES IS BASED
3.) SURVEY CONTOUR INTERVALS ARE AT 1 FOOT INCREMENTS.
N 515327.48 FT, E 1976157.64 FT, Z 247.31 FT
SOTF DISK 1 - POSITION DETERMINED BY NC RTN
PRIMARY PROJECT CONTROL:
COLLECTORS UTILIZING SURVCE 5.0 SOFTWARE.
TOTAL STATION WITH CARLSON SURVEY 2 DATA
UTILIZING A BASE AND TWO ROVERS, AND NIKON DTM-322
I80 DUAL FREQUENCY SURVEY GRADE GNSS RECEIVERS
30 NOVEMBER 2017. FIELD WORK PERFORMED WITH CHC
FIELD SURVEY INFORMATION:
NAVD 1988, US SURVEY FEET.
VERTICAL REFERENCE:
SYSTEM, NAD 1983 (2011), US SURVEY FEET.
NORTH CAROLINA STATE PLANE COORDINATE
HORIZONTAL REFERENCE:
910-251-4780 (OFFICE), 910-409-8875 (CELL).
CONTACT INFORMATION:
AVENUE, WILMINGTON NC, 28403.
L-3706 USACE, WILMINGTON DISTRICT 69 DARLINGTON
2.) SURVEY PERFORMED BY JAMES D. JACARUSO, NC PLS
GENERAL NOTES.
1.) SEE SHEETS GI102 AND GI103 FOR ABBREVIATIONS AND
A N
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US Army Corps
C A
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FOR OFFICIAL USE ONLY (FOUO)
F O
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U .S
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IP_PWP:dms24205\bydVF101.dgn
Knee Wall
EOP
FOC
BOC
S id e w a lk
C /L R o a d
S id e w a lk
FH
PP
C/L R oad
SOTF Disk 1
Shoot House
C/L R oad
S id e w a lk 4-Inch PVC
Buildi ng
2-Sto ry
4-Inc h PVC
Knee Wall
C/L R oad
2-Stor y Build ing
Sidew alk
CL Gravel Road
30- Inc h R
CP
-I n c h R
C P
Cone x
-In ch R
C P
Observation Deck
Invert = 240.49-Ft
Top = 244.69-Ft
Drop Inlet
CL Gr avel
Road
Retention Pond
Diameter = 1.6'
Invert = 239.00'
Riser =240.60'
Invert = 239.96'
Top = 245.26'
Drop Inlet
Invert = 241.58'
Top = 245.78'
Drop Inlet
Invert = 241.72'
Top = 245.82'
Drop Inlet
R C
P -In c h
Invert = 241.68'
Top = 245.88'
Drop Inlet
R C
P -In c h
Buildi ng
1- Sto ry
Building 1-Story
Invert = 240.96'
Top = 245.36'
Drop Inlet
240.21'
Invert =
RCP
30-In ch
SOIL TEST BORING LOCATION
LEGEND:
SCALE: 1"=20'
20' 20' 40'
B-101
IL
B
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IN
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N P
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FIRE PUMP PAD
PREFABRICATED
15'x18
A N
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FOR OFFICIAL USE ONLY (FOUO)
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V O
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ISSUE FOR CONSTRUCTION
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Observation Deck
SOTF Disk 1
243 244
Conex
Buildi ng
2-Sto ry
Cone x
S id e w a lk
Shoot House
2-Stor y Build ing
1- Sto ry Bu ilding
1-Story B uilding
B-05
B-01
B-02
B-03
B-04
DATUM 1983 (NAD83), NORTH CAROLINA (3200).
8. COORDINATES SHOWN ON THE BORING LOGS REFERENCE THE NORTH AMERICAN
AND HOLLOW-STEM AUGER.
BORINGS PERFORMED BY THE SAVANNAH DISTRICT USED AUTOMATIC TRIP HAMMER
DISTANCE OF 30 INCHES, IN SUBSTANTIAL ACCORDANCE WITH ASTM D 1586. THE
INTERVAL OF 6 TO 18 INCHES USING A 140 - POUND SAFETY HAMMER DROPPED A
REQUIRED TO DRIVE A STANDARD SPLIT-BARREL SAMPLER OVER THE DEPTH
7. "N," STANDARD PENETRATION RESISTANCE, IS THE NUMBER OF BLOWS
DESCRIPTIONS SHOWN ON THE BORING LOGS.
VARIATIONS WILL NOT BE CONSIDERED AS DIFFERING MATERIALLY FROM THE
SUBSURFACE MATERIALS ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH
VERTICAL REACHES, LOCAL MINOR VARIATIONS IN CHARACTERISTICS OF THE
CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND FOR THEIR RESPECTIVE
6. WHILE THE SOIL TEST BORINGS ARE REPRESENTATIVE OF SUBSURFACE
LOCATIONS ON THE DATES THE BORINGS WERE PERFORMED.
SITE, MAY DIFFER FROM THE CONDITIONS ENCOUNTERED AT THE BORING
GROUNDWATER CONDITIONS IN THE FUTURE, AND AT OTHER LOCATIONS ON THE
IN SUBSURFACE SOIL CONDITIONS, AND CONSTRUCTION OPERATIONS. THEREFORE,
LEVELS WILL FLUCTUATE WITH SEASONAL AND CLIMATIC VARIATIONS, VARIATIONS
NECESSARILY MEAN THAT GROUNDWATER WILL NOT BE ENCOUNTERED. GROUNDWATER
GROUNDWATER DATA IMPLIES THAT NO DATA IS AVAILABLE, BUT DOES NOT
REPRESENT GROUNDWATER ENCOUNTERED ON THE DATES SHOWN. ABSENCE OF
5. GROUNDWATER DEPTHS OR ELEVATIONS SHOWN ON THE SOIL TEST BORING LOGS
ENGINEERING PURPOSES.
CLASSIFICATION SYSTEM, ASTM D 2487, CLASSIFICATION OF SOILS FOR
4. SOILS ARE CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL
3. FOR SOIL LABORATORY TEST DATA, REFER TO PLATES B-304 THROUGH B-309.
2. FOR SOIL TEST BORINGS LOGS, REFER TO PLATES B-302 AND B-303.
1. FOR LOCATIONS OF SOIL TEST BORINGS, REFER TO PLATE B-101.
B-301
IL
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B-302
IL
T
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T B
O R
IN
G L
O G
S
PLATE B-101
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
REFER TO PLATE B-301.
1. FOR CHART AND NOTES,
NOTES:
A N
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SHEET ID
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2 3 4 5 6 7 8 9 10
S O
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US Army Corps
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B-303
IL
T
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T B
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IN
G L
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S
PLATE B-101
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
REFER TO PLATE B-301.
1. FOR CHART AND NOTES,
NOTES:
A N
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K E
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SHEET ID
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
S O
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P S O
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F O
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N O
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A
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FOR OFFICIAL USE ONLY (FOUO)
F O
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F F
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FOR OFFICIAL USE ONLY (FOUO)
V O
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B-304
IL
L
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U L T S
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SHEET ID
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2 3 4 5 6 7 8 9 10
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F E
N G
IN
E E
R S
S A
V A
N N
A H
G E
O R
G
IA
W
IL
M
IN
G T
O N D
IS
T R
IC
T
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
T O
N
N C
S A
V A
N N
A H D
IS
T R
IC
T
D E
C E
M B
E R
L S
C H
U M
A N
P
B A
Z E
M O
R E
S O
F
R E
P L
A C
E M
A Z
E T
O W
E R
ISSUE FOR CONSTRUCTION
W P
M -1
-R -0 k6enxjlh
06-DEC-2018 07:16
IP_PWP:dms24203\bydb-304.dgn
B-305
IL
L
A B
O R
A T
O R
Y T
E S
T R
E S
U L T S
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
-1 d b -3
.d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
J S
T E
IN
FOR OFFICIAL USE ONLY (FOUO)
F O
R O
F F
IC
IA
L U
S E O
N L
Y F
O U
O
FOR OFFICIAL USE ONLY (FOUO)
V O
L U
M E S
IT
E
P N
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H
G E
O R
G
IA
W
IL
M
IN
G T
O N D
IS
T R
IC
T
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
T O
N
N C
S A
V A
N N
A H D
IS
T R
IC
T
D E
C E
M B
E R
L S
C H
U M
A N
P
B A
Z E
M O
R E
S O
F
R E
P L
A C
E M
A Z
E T
O W
E R
ISSUE FOR CONSTRUCTION
W P
M -1
-R -0 k6enxjlh
IP_PWP:dms24203\bydb-305.dgn
B-306
IL
L
A B
O R
A T
O R
Y T
E S
T R
E S
U L T S
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
-1 d b -3
.d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
J S
T E
IN
FOR OFFICIAL USE ONLY (FOUO)
F O
R O
F F
IC
IA
L U
S E O
N L
Y F
O U
O
FOR OFFICIAL USE ONLY (FOUO)
V O
L U
M E S
IT
E
P N
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H
G E
O R
G
IA
W
IL
M
IN
G T
O N D
IS
T R
IC
T
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
T O
N
N C
S A
V A
N N
A H D
IS
T R
IC
T
D E
C E
M B
E R
L S
C H
U M
A N
P
B A
Z E
M O
R E
S O
F
R E
P L
A C
E M
A Z
E T
O W
E R
ISSUE FOR CONSTRUCTION
W P
M -1
-R -0 k6enxjlh
IP_PWP:dms24203\bydb-306.dgn
B-307
IL
L
A B
O R
A T
O R
Y T
E S
T R
E S
U L T S
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
-1 d b -3
.d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
J S
T E
IN
FOR OFFICIAL USE ONLY (FOUO)
F O
R O
F F
IC
IA
L U
S E O
N L
Y F
O U
O
FOR OFFICIAL USE ONLY (FOUO)
V O
L U
M E S
IT
E
P N
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H
G E
O R
G
IA
W
IL
M
IN
G T
O N D
IS
T R
IC
T
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
T O
N
N C
S A
V A
N N
A H D
IS
T R
IC
T
D E
C E
M B
E R
L S
C H
U M
A N
P
B A
Z E
M O
R E
S O
F
R E
P L
A C
E M
A Z
E T
O W
E R
ISSUE FOR CONSTRUCTION
W P
M -1
-R -0 k6enxjlh
IP_PWP:dms24203\bydb-307.dgn
B-308
IL
L
A B
O R
A T
O R
Y T
E S
T R
E S
U L T S
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
-1 d b -3
.d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
J S
T E
IN
FOR OFFICIAL USE ONLY (FOUO)
F O
R O
F F
IC
IA
L U
S E O
N L
Y F
O U
O
FOR OFFICIAL USE ONLY (FOUO)
V O
L U
M E S
IT
E
P N
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H
G E
O R
G
IA
W
IL
M
IN
G T
O N D
IS
T R
IC
T
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
T O
N
N C
S A
V A
N N
A H D
IS
T R
IC
T
D E
C E
M B
E R
L S
C H
U M
A N
P
B A
Z E
M O
R E
S O
F
R E
P L
A C
E M
A Z
E T
O W
E R
ISSUE FOR CONSTRUCTION
W P
M -1
-R -0 k6enxjlh
IP_PWP:dms24203\bydb-308.dgn
B-309
IL
L
A B
O R
A T
O R
Y T
E S
T R
E S
U L T S
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
-1 d b -3
.d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
J S
T E
IN
FOR OFFICIAL USE ONLY (FOUO)
F O
R O
F F
IC
IA
L U
S E O
N L
Y F
O U
O
FOR OFFICIAL USE ONLY (FOUO)
V O
L U
M E S
IT
E
P N
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H
G E
O R
G
IA
W
IL
M
IN
G T
O N D
IS
T R
IC
T
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
T O
N
N C
S A
V A
N N
A H D
IS
T R
IC
T
D E
C E
M B
E R
L S
C H
U M
A N
P
B A
Z E
M O
R E
S O
F
R E
P L
A C
E M
A Z
E T
O W
E R
ISSUE FOR CONSTRUCTION
W P
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06-DEC-2018 07:17
IP_PWP:dms24203\bydb-309.dgn
Knee Wall
EOP
FOC
BOC
S id e w a lk
C /L R o a d
S id e w a lk
FH
PP
C/L R oad
SOTF Disk 1
Shoot House
C/L R oad
S id e w a lk 4-Inch PVC
Buildi ng
2-Sto ry
4-Inc h PVC
Knee Wall
C/L R oad
2-Stor y Build ing
Sidew alk
CL Gravel Road
30- Inc h R
CP
-I n c h R
C P
Cone x
-In ch R
C P
Observation Deck
Invert = 240.49-Ft
Top = 244.69-Ft
Drop Inlet
CL Gr avel
Road
Retention Pond
Diameter = 1.6'
Invert = 239.00'
Riser =240.60'
Invert = 239.96'
Top = 245.26'
Drop Inlet
Invert = 241.58'
Top = 245.78'
Drop Inlet
Invert = 241.72'
Top = 245.82'
Drop Inlet
R C
P -In c h
Invert = 241.68'
Top = 245.88'
Drop Inlet
R C
P -In c h
Buildi ng
1- Sto ry
Building 1-Story
Invert = 240.96'
Top = 245.36'
Drop Inlet
240.21'
Invert =
RCP
30-In ch
IL
S
IT
E
N
SCALE: 1" = 20'
20' 20' 40'
STAGING / LAYDOWN AREA
CD101
D E
M O
L
IT
IO
N P
L
OVERFLOW PIPE
REMOVE EXISTING
AND DRAIN INLET
STORM DRAIN PIPE
REMOVE EXISTING
AND DRAIN INLET
STORM DRAIN PIPE
REMOVE EXISTING
SPREAD FOOTINGS
FOUNDATION, AND
SHOOTHOUSE BUILDING,
REMOVE EXISTING
GUTTER TO REMAIN
SIDEWALK. CURB AND
REMOVE EXISTING
GUTTER TO REMAIN
SIDEWALK. CURB AND
REMOVE EXISTING
PAVED AREA
REMOVE EXISTING
WITH GROUT
EXISTING MANHOLE
DRAIN PIPE AND SEAL
4 INCH PVC STORM
REMOVE EXISTING
SHALL BE REMOVED UNLESS OTHERWISE NOTED.
THAT ARE WITHIN THE PROPOSED BUILDING FOOTPRINT
6.) ANY KNOWN OR ENCOUNTERED UNDERGROUND UTILITIES
ALL FEATURES AND UTILITIES TO BE REMOVED.
5.) CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING
REMOVED SHALL BE SAWCUT TO FULL DEPTH.
EDGE AT POINT OF REMOVAL. EDGE OF PAVEMENT TO BE
SAWCUT PRIOR TO REMOVAL TO PROVIDE A CLEAN, STRAIGHT
4.) ALL PAVEMENTS DESIGNATED TO BE REMOVED SHALL BE
INTERFERENCES / DEMOLITION.
3.) SEE MECHANICAL PLANS (MS) FOR MECHANICAL
INTERFERENCES / DEMOLITION.
2.) SEE ELECTRICAL PLANS (ES) FOR ELECTRICAL
LEGEND.
1.) SEE SHEET GI102 AND GI103 FOR GENERAL NOTES AND
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
-1 d
C D
.d g n
D E
S C
R
IP
T
IO
N
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A G
O G
R E
N
M
K O
L A
S
IN
S K I
J S
T E
IN
FOR OFFICIAL USE ONLY (FOUO)
F O
R O
F F
IC
IA
L U
S E O
N L
Y F
O U
O
FOR OFFICIAL USE ONLY (FOUO)
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H
G A
W
IL
M
IN
G T
O N D
IS
T R
IC
T
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N
N C
S O
F
R E
P L
A C
E M
A Z
E T
O W
E R
D E
C E
M B
E R
P N
V O
L U
M E S
IT
E
ISSUE FOR CONSTRUCTION
W P
M -1
-R -0 k6enxjlh
IP_PWP:dms24205\bydCD101.dgn
.2
.5
11.4'
13.8'
.6
IL
S
IT
E
N
SCALE: 1" = 20'
20' 20' 40'
STAGING / LAYDOWN AREA
CS101
A
Y O
U T P
L A
N
N 515,346.09
E 1,976,374.75
N 515,337.58
E 1,976,329.71
NEW ASPHALT
FENCING
CONSTRUCTION
TEMPORARY
FF = 246.94'
SHOOTHOUSE
MAZE
GATES
(2) 10' SWING
FOR SIZE AND LOCATION
STRUCTURAL SHEETS
ARCHITECTURAL AND
NEW WALLS. SEE
SEE ARCHITECTURAL PLANS
BUILDING COLUMNS (TYP.)
N 515,379.24
E 1,976,249.38
N 515,396.60
E 1,976,354.40
SHEETS FOR DETAILS
PUMP. SEE STRUCTURAL
SCREEN WALL FOR FIRE
NEW CONCRETE PAD AND
CURB AND GUTTER
NEW ROLLED CONCRETE
CONCRETE CURB
NEW 6" VERTICAL
N 515,317.97
E 1,976,305.62
N 515,303.14
E 1,976,307.83
WIRE FABRIC MATS.
8.) REFINFORCEMENT SHALL BE 6" X 6" - W2.9 X W2.9 WELDED
STRUCTURES SUCH AS MANHOLES, COLUMNS, INLETS, ETC.
7.) REINFORCE ALL ODD SHAPED SLABS, AND SLABS CONTAINING
6.) SEE SHEET CS501 FOR CONCRETE AND PAVEMENT DETAILS.
INTERFERENCES / DEMOLITION.
5.) SEE MECHANICAL PLANS (MS) FOR MECHANICAL
INTERFERENCES / DEMOLITION.
4.) SEE ELECTRICAL PLANS (ES) FOR ELECTRICAL
AND / OR THE FACE OF A STRUCTURE.
3.) COORDINATE CALL OUTS ARE TO THE EDGE OF CONCRETE
2.) DIMENSIONS ARE TO THE EDGE OF PAVEMENT.
1.) SEE SHEETS GI102 & GI103 FOR GENERAL NOTES AND LEGEND.
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
-1 d
C S .d g n
D E
S C
R
IP
T
IO
N
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A G
O G
R E
N
M
K O
L A
S
IN
S K I
J S
T E
IN
FOR OFFICIAL USE ONLY (FOUO)
F O
R O
F F
IC
IA
L U
S E O
N L
Y F
O U
O
FOR OFFICIAL USE ONLY (FOUO)
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H
G A
W
IL
M
IN
G T
O N D
IS
T R
IC
T
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N
N C
S O
F
R E
P L
A C
E M
A Z
E T
O W
E R
D E
C E
M B
E R
P N
V O
L U
M E S
IT
E
ISSUE FOR CONSTRUCTION
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06-DEC-2018 07:21
IP_PWP:dms24205\bydCS101.dgn
CURB
VERTICAL
CURB
ROLLED
6"
4"
1"R
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ISSUE FOR CONSTRUCTION
W P
M -1
-R -0 k6enxjlh
06-DEC-2018 07:19
IP_PWP:dms24205\bydcs501.dgn
NOT TO SCALE
FOR CONCRETE SIDEWALKS
STANDARD JOINT LAYOUT
SW CJ EJ
NON-VEHICULAR CONCRETE SIDEWALKS
48 FT
10 FT 5 FT…
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