SW6120602_APPROVED PLANS_20121004

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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OLD FORT BRAGG BOUNDARY
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MAJOR ROADS
STREETS
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RAILROADS
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INSTALLATION BOUNDARIES
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INTERSTATE ROUTE
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U. S. ROUTE
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STATE ROUTE
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ACP#8A
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_ - AND TRUCK INSPI
G ACP#4 DEFENSE REUTILIZATION MARKETING
OFFICE (DRMO) BLDG. NO. J-1334
ACP#3
ACP#2 FORT BRAGG CANTONMENT
SCALE: 1"=3000'
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POST ACCESS CONTROL POINT (ACP) PLAN
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ACP NUMBERS 1, 4,7, 8, 11, 13 OPERATES 24HRS/ 7 DAYS A WEEK- ALL PROCESSING
'ACP NUMBERS 3, 9, 10 OPERATES 24HRS/ 7 DAYS A WEEK- DECALS ONLY
ACP NUMBERS 2, 8A, 12 OPERATES 16HRS/ 5 DAYS A WEEK- DECALS ONLY
TRUCK PLAZA OPERATES 24HRS/ 7 DAYS A WEEK- TRUCK INSPECTION PLAZA
" = ROAD CLOSED WITH GATES OR BARRIERS
ALL VEHICLES ARE SUBJECT TO SEARCIP REGP'RDLESS OF WHETHER THEY HAVE A
DECAL, HAVE A TEMPORARY PASS, OR HAVL NEB HER. ALL CONTRACTORS COMMERCIAL
OR PRIVAYELY OWNED VEHICLES REQUIRE REC ISTtzATION.
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VICINITY MAP
N.T.S.
LANDFILL DISPOSAL REQUIREMENTS
I
1. FORT BRAGG HAS THREE NON -HAZARDOUS SOLID WASTE DISPOSAL SITES, WHICH ARE PERMITTED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR). THEY ARE LOCATED OFF LAMONT ROAD, WEST OF FORT
BRAGG'S CANTONMENT AREA, BETWEEN LONGSTREET AND MCKELLAR ROADS. TWO OF THE SOLID WASTE SITES ARE PERMITTED
LANDFILLS WHICH ACCEPTS WASTE FROM FORT BRAGG AND POPE AIR FORCE BASE. THESE LANDFILLS ARE FOR CONSTRUCTION AND
DEMOLITION DEBRIS (C&D) AND RECYCLING COLLECTION AREA. THE OTHER PERMITTED SITE IS THE MUNICIPAL SOLID WASTE (MSW)
TRANSFER STATION FOR THE TRANSFERRING THE MSW OFF FORT BRAGG TO AN APPROVED AND PERMITTED LANDFILL.
1
�\ 2. THE LAMONT ROAD LANDFILL IS OPEN FOR OPERATION BETWEEN THE HOURS OF 7:30 AM AND 3:00 PM, MOND" THROUGH FRIDAY
EXCEPT FOR THE HOLIDAYS LISTED. THE LANDFILL IS CLOSED ON NEW YEAR'S DAY, INDEPENDENCE DAY, THANKSGIVING DAY, AND
CHRISTMAS DAY.
' 3. THE CONSTRUCTION AND DEMOLITION LANDFILL IS PERMITTED FOR DISPOSAL OF CONSTRUCTION AND RENOVATION DEBRIS:
,
PLYWOOD, FIXTURES, ELECTRICAL MATERIALS, DOORS, PAINTED WOOD, NON -RECYCLABLE CONCRETE, WINDOWS, DRYWALL,
SHINGLES, VINYL SIDING, PLUMBING MATERIALS, AND TREATED WOOD. ASBESTOS IS DISPOSED IN A DESIGNATED CELL WITHIN THE C&D
1 LANDFILL BYTHE LANDFILL OPERATOR. THE ASBESTOS WASTE SHALL BE PROPERLY BAGGED OR ONTAINED AND WITH MANIFEST
DOCUMENTS bFFORE ACCEPTANCE FOR THE WASTE BEFORE PLACING INTO THE C&D LANDFILL. CONTRACTOR SHALL NOTIFY LANDFILL
%v 24 HOURS IN ADVANCE OF ASBESTOS DISPOSAL AT 910-396-6873. YARD WASTE IS NOT ALLOWED IN THE C&D LANDFILL.
,%yEa1 4. THE TREE AND YAK-) WASTE RECYCLING COLLECTION AREA IS PERMITTED TO ACCEPT YARD WASTE, TREES CUT IN MANAGEABLE
LENGTHS (W), STUMPS, : IMBS (6' LENGTHS), UN -PAINTED AND NON -TREATED WOOD, GRASS, LEAVES, PINE NEEDLES, PINECONES, AND
ANY NATURALLY OCCURb IG VEGETATIONS.
5. THE CARDBOARD RECYCLING COLLECTION AREA IS PERMITTED TO ACCEPT ANY TYPE OF CORRUGATED CARDBOARD, WITH THE
FOLLOWINGS EXCEPTIONS: NO PAPERBOARD, FOODBOARD, AND NO WAXED CARDBOARD. ANY CARDBOARD CONTAMINATED WITH
FOOD SHALL NOT BE DISPOSED OF IN THE CARDBOARD RECYCLING COLLECTION AREA.
6. THE CONCRETE RECYCLING AREA IS PERMITTED FOR DISPOSAL OF CLEAN CONCRETE BRICKS, AND ASPHALT DEBRIS. CLEAN
CONCRETE MUST BE SEGREGATED FROM OTHER WASTE FOR RECYCLING- CLEAN CONCRETE SHALL BE FREE ASBESTOS, FREE OF
LEAD -BASED PAINTS, AND FREE OF HAZARDDOUS MATERIALSIWASTES. NO MASTIC AND NO TILES ARE ALLOWED IN CONCRETE
RECYCLING AREA.
#$ T THE PALLET K�CYCLING AREA IS PERMITTED FOR DISPOSAL OF WOOD AND METAL PALLETS ARE ACCEPTED. PALLETS MUST BE
I
STACKED NEATLY 'N DESIGNATED AREA,
8. THE METAL RECY(., ING AREA IS PERMITTED FOR DISPOSAL OF ANY SCRAP METAL GENERATED FROM THE CONSTRUCTION SITE.
SCRAP METALL SHALL t^ SEGIrFGATED BY ALUMINUM, BRASS, COPPER, AND STEEL AND PLACED IN THE APPROPRIATE CONTAINERS.
CONTRACTOR SHALL REM-)VE ALL TYPES OF MATERIALS ATTACHED AS MUCH AS POSSIBLE.
9. THE CONCERTINA RECYCLING AREk IS PERMITTED FOR DISPOSAL OF CONCERTINA WIRE. CONTRACTOR SHALL ENSURE PROPER
SAFETY PRECAUTIONS ARE IMPLEMENTED WHEN HANDLING CONCERTINA WIRE IN THIS AREA.
10. THE WASTE TRANSFER STATION (WTS) ACCEPTS MSW WHICH INCLUDES GARBAGE, PAPER, PLASTIC AND HOUSEHOLD WASTE FROM
SUPPORT ACTIVITIES, TROOP BARRACKS AND MOTOR POOLS AND FORT BRAGG'S FAMILY HOUSING. THE MSW IS PREPARED FOR
SHIPMENT AND IS TRANSPORTED TO AN APPROVED AND PERMITTED LANDFILL OFF FORT BRAGG.
11. TIRES ARE PROHIBITED FROM BEING DISPOSED IN FORT BRAGG LANDFILLS.
12. HAZARDOUS WASTE AND LIQUID WASTE ARE PROHIBITED FROM BEING DISPOSED IN FORT BRAGG LANDFILLS.
13. APPLIANCES/WHITE GOODS WHICH INCLUDE ITEMS SUCH AS, WASHERS, DRYERS, REFRIGERATORS, AND AIR CONDITIONERS ARE
BANNED FROM THE RECYCLING AREA, C&D LANDFILLS AND THE WTS AND SHALL BE DISPOSED THROUGH THE PRIME CONTRACTOR WITH
AN OFF -POST SALVAGE COMPANY OR THROUGH DEFENSE REUTILIZATION AND MARKETING OFFICE (DRMO).
14. ALL LANDFILL USERS MUST DELIVER LOADS PRE -SEGREGATED FOR DELIVERY TO THE LAMONT LANDFILL. ALL LANDFILL USERS WILL
RECYCLE TO THE MAXIMUM EXTENT POSSIBLE.
15. A LANDFILL DISPOSAL PERMIT IS REQUIRED TO ENTER THE LANDFILL. OBTAIN A LANDFILL PERMIT BY COORDINATING THRU THE
CONTRACTING OFFICER REPRESENTATIVE AND APPROVAL AND ISSUED BY THE SOLID WASTE MANAGEMENT FROM THE DIRECTORATE
OF PUBLIC WORKS (DPW), ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), PHONE NUMBER [phone].
16. STATE LAW AND POST REGULATIONS REQUIRE COVERING OF LOADS TO PREVENT LITTER. 15A NORTH CAROLINA ADMINISTRATIVE
CODE 13B.0105(D) STATES: 'VEHICLES TRANSPORTING WASTE SHALL BE LOADED AND MOVED IN SUCH A MATTER THAT THE CONTENTS
WILL NOT FALL, LEAK, OR SPILL AND SHALL BE COVERED WHEN NECESSARY TO PREVENT BLOWING MATERIAL. IF A SPILL OCCURS, THE.
TRANSPORTER SHALL PICK UP THE MATERIAL IMMEDIATELY, RETURNED TO THE VEHICLE AND THE AREA PROPERLY CLEANED -UP."
17. PRIME CONTRACTORS ARE RESPONSIBLE FOR THE WASTE GENERATED ON THEIR SITES AND TRANSPORTED TO THE LANDFILLS AND
SHALL COMPLY WITH ALL GUIDANCE WITHIN THE PROJECT DOCUMENTS. THE LOADS COMING INTO THE RECYCLING AREA AND C&D
LANDFILLS AND WTS ARE SUBJECT TO INSPECTION AND SCREENING BY THE LANDFILL OPERATORS AND/OR THE ENVIRONMENTAL
COMPLIANCE BRANCH PERSONNEL TO ENSURE COMPLIANCE IS BEING MAINTAINED. NON -COMPLIANT LOADS WILL NOT BE ALLOWED TO
DUMP AND THE VEHICLES MAY BE QUARANTINED AND SUBJECT TO STATE NOTIFICATION. CONTRACTOR SHOULD VISIT
WWW.BRAGG.ARMY.MILIENVBRISOLIDWASTE.ASPX FOR ADDITIONAL LANDFILL REQUIREMENTS.
US Army Corps
of Engineers
Wilmington District
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VERTICAL AND HORIZONTAL CONTROL POINTS
NAME
COORDINATES FT
ELEV
DESCRIPTION
NORTHING
FASTING
TBM
#1
510461.03
1975890.70
293.48
#5
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#2
510191.21
1976003.16
309.90
#5
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#3
508947.06
1976384.55
348.42
#5
REBAR
TBM
#4
508630.10
1976539.17
358.19
#5
REBAR
HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD83
VERTICAL DATUM: NAVD 88
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`o JUNE 2011
ca
RICHARD L WOOTEN JR
LINDBERr3H & ASSOCIATES
2170 ASHLEY PHOSPHATE ROAD, SUITE 504
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CHARLESTON, SOUTH CAROLINA, 29406
"' PHONE: [phone] FAX [phone]
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GENERAL NOTES
1. U.S. ARMY CORPS OF ENGINEERS JURISDICTIONAL
WETLAND DETERMINATIONS HAVE NOT BEEN MADE
FOR THIS SURVEY.
2. THE AREA SHOWN ON THE PLAT IS A PROJECT AREA.
THIS PLAT SHOWS THE OBVIOUS AND APPARENT
UTILITIES AND IMPROVEMENTS LOCATED WITHIN
THE PROJECT AREA.
3. EVERY EFFORT HAS BEEN MADE TO LOCATE
EXISTING UTILITIES ON THIS PARCEL. THE
UTILITIES SHOWN HEREON HAVE BEEN MARKED IN
THE FIELD BY DPW, FORT BRAGG. DPW CONTACT
FOR THIS MARKING WAS CAMILLE COLE,
INSTALLATION PM, CONTACT 901-396-5300. ALL
UTILITY LOCATIONS TO BE CONFIRMED WITH THE
PROPER UTILITY PRIOR TO ANY SITE DEVELOPMENT.
4. VERTICAL DATUM BASED ON NAVD88
5. SURVEYOR HAS MADE NO INVESTIGATION OR
INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,
ENCUMBRANCES, RESTRICTIVE COVENANTS,
OWNERSHIP, TITLE EVIDENCE, OR ANY OTHER FACTS
THAT AN ACCURATE AND CURRENT TITLE MAY
DISCLOSE.
6. SUBSURFACE AND ENVIRONMENTAL CONDITIONS
WERE NOT EXAMINED OR CONSIDERED AS A PART OF
THIS SURVEY. NO STATEMENT IS MADE CONCERNING
THE EXISTENCE OF UNDERGROUND OR OVERHEAD
CONTAINERS OF FACILITIES THAT MAY AFFECT THE
USE OR DEVELOPMENT OF THIS TRACT.
7. THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON
SUBJECT PROPERTY HAS NOT BEEN DETERMINED BY
THIS SURVEY.
8. SUBJECT TO ALL EASEMENT. RIGHTS -OF -WAY, AND OR
ENCUMBRANCES THAT MAY EFFECT THIS PROPERTY.
60' 30' 0 60' 120' 180,
GRAPHIC SCALE: 1 60'-0"
US Army Corps
of Engineers
Wiimington District
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20' 10' 0 20' 40' 60'
GRAPHIC SCALE: V=20'-0"
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Wilmington District
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US Army Corps
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SOF ACCESS CONTROL POINT
SECURITY OPERATIONS TRAINING FACILITY
FT. BRAGG, NORTH CAROLINA
SITE
ENLARGED SURVEY PLAN
U. S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
WILMINGTON, NORTH CAROLINA
(�
I I MasonJanger
,e A Day &'Zimmermann Company
DESIGNED BY: REVIEWED BY.
J. LOCK
CHIEF DESIGN S
CHK BY: DRAWING CODE:
V. ADKINS
DATE: FILE NAME:
March 12, 2012 SEBV-112.dgn
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KEYMAP
GENERAL NOTES
1. REFER TO SHEET CS100.
SHEET NOTES
O 11/," NCDOT SUPERPAVE ASPHALT OVERLAY.
O2 ASPHALT PAVEMENT.
REFER TO DETAIL 1, SHEET CS500.
O3 6" AGGREGATE SURFACE.
REFER TO DETAIL 2, SHEET CS500.
CHAIN LINK FENCE.
REFER TO DETAIL 1, SHEET CS510.
O5 GUARDRAIL.
REFER TO SHEETS CS512 THRU CS515.
O THERMOPLASTIC PAVEMENT STRIPING.
REFER TO SHEET CS502.
O PASS OFFICE.
REFER TO SHEET 1A-110.
O CONCRETE PAD.
REFER TO DETAIL 3, SHEET CS500.
O "DO NOT ENTER" SIGN.
10 4" WHITE EDGE LINE.
REFER TO SHEET CS502.
11 THERMOPLASTIC STRAIGHT ARROW.
REFER TO SHEET CS503.
12 PROVIDE "NO TRUCKS" SIGN TO DPW.
9
INSTALLATION BY OTHERS.
13 THERMOPLASTIC STOP BAR. REFER TO SHEET CS502
COORDINATE FINAL LOCATION WITH DPW TRAFFIC
CONTROL ENGINEER.
14 4" THERMOPLASTIC DOUBLE YELLOW CENTERLINE
OFFSET DETAIL AND RAISED PAVEMENT MARKERS..
REFER TO SHEETS CS502 AND CS504.
15 BOLLARD. REFER TO DETAIL 1, SHEET CS511.
16 CONCRETE WHEEL STOPS. REFER TO DETAIL 3,
SHEET CS511.
17 "STOP" SIGN.
LEGEND
log
ASPHALT OVERLAY
ASPHALT PAVEMENT
ei a
CONCRETE
'
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AGGREGATE SURFACE
NEW TREE LINE
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1 "=20'-0"
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W indngton District
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KEYMAP
GENERAL NOTES
1. REFER TO SHEET CS100.
SHEET NOTES
1 1 '/2" NCDOT SUPERPAVE ASPHALT OVERLAY.
O
O2 ASPHALT PAVEMENT.
REFER TO DETAIL 1, SHEET CS500.
O3 fi" AGGREGATE SURFACE.
REFER TO DETAIL 2, SHEET CS500.
O4 CHAIN LINK FENCE.
REFER TO DETAIL 1, SHEET CS510.
O5 GUARDRAIL.
REFER TO SHEETS CS512 THRU CS515.
O PAVED CONCRETE ISLAND WI 8"x18" CURBS.
REFER TO SHEET CS501.
7 OPTIONAL BID ITEM #1 - GUARD BOOTH: GUARD BOOTH.
REFER TO SHEET 3A-110.
O8 OVERHEAD CANOPY.
REFER TO SHEET 4A-110.
O 8" GORE LINE.
REFER TO SHEET CS502.
10 OPTIONAL BID ITEM #2 - WEDGE BARRIER: WEDGE
BARRIER WITH MINIMUM K-4 RATING. REFER TO
DETAIL 2, SHEET CS518.
11 THERMOPLASTIC STRAIGHT ARROW.
REFER TO SHEET CS503.
12 POWERED BARRIER ARM GATE WITH MINIMUM K-4 RATING
REFER TO DETAIL 1, SHEET CS517.
13 4" WHITE EDGE LINE.
REFER TO SHEET CS502.
14 3' K-4 CRASH RATED CONCRETE BARRIER WITH
EXTERIOR FINISH. KONTEK MBB, ULTRA BLOCK,
STONEWEAR MAGNUM OR APPROVED EQUIVALENT.
CONTRACTOR SHALL SUBMIT EXTERIOR FINISH
AND SELECTED UNIT FOR APPROVAL.
@THERMOPLASTIC DOUBLE YELLOW CENTERLINE
OFFSET DETAIL. REFER TO SHEET CS502.
1fi BOLLARD. REFER TO DETAIL 1, SHEET CS511.
@CONCRETE EQUIPMENT PAD. REFER TO
DETAIL 3, SHEET CS500.
LEGEND
ASPHALT OVERLAY
'§
ASPHALT PAVEMENT
' ► ; ' �:
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CONCRETE
AGGREGATE SURFACE
NEW TREE LINE
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1"=20'-0"
US Army Corps
of Engineers
Wilmington Distrid
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KEYMAP
GENERAL NOTES
1. REFER TO SHEET CS100.
SHEET NOTES
�1 1 1/z" NCDOT SUPERPAVE ASPHALT OVERLAY.
OZ ASPHALT PAVEMENT.
REFER TO DETAIL 1, SHEET CS500.
3 6" AGGREGATE SURFACE.
O
REFER TO DETAIL 2, SHEET CS500.
O CHAIN LINK FENCE.
REFER TO DETAIL 1, SHEET CS510.
O GUARDRAIL.
REFER TO SHEETS
CS512 THRU CS515.
(D24'RISING BEAM WITH A MINIMUM K-12 RATING..
REFER TO DETAIL 2, SHEET CS517.
O VERTICAL PIVOT GATE.
REFER TO DETAIL 1, SHEET CS516.
O OVERWATCH BUILDING.
REFER TO SHEET 2A-110.
O 8 GORE LINE.
REFER TO SHEET CS502.
10 4" WHITE EDGE LINE.
REFER TO SHEET CS502.
11 THERMOPLASTIC STRAIGHT ARROW.
REFER TO SHEET CS503.
12 THERMOPLASTIC DOUBLE YELLOW CENTERLINE.
REFER TO SHEET CS502.
13 BOLLARD. REFER TO DETAIL 1, SHEET CS511.
LEGEND
ASPHALT OVERLAY
ASPHALT PAVEMENT
CONCRETE
AGGREGATE SURFACE
NEW TREE LINE
1144 Q
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1"=20'-0"
US Army Corps
of Engineers
Wilmington District
Ill��iia
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CS112
SHEET 23 OF U4
FOR OFFICIAL USE ONLY
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CG11Q SCALE: NONE
KEYMAP
GENERAL NOTES
1. REFER TO SHEET CG100.
SHEET NOTES
O1 5' WIDE RIP RAP SPILLWAY BANK PROTECTION.
REFER TO SHEET CG502.
LEGEND
SD STORM DRAINAGE PIPING.
HW-1 Q CONCRETE HEADWALL
-�--•.� PROJECT LIMITS.
CONSTRUCTION LIMITS.
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: V=20'-0"
US Army Corps
of Engineers
Wilmington District
Ill�p
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CG110
SHEET +o OF Lu
FOR OFFICIAL USE ONLY
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KEYMAP
GENERAL NOTES
1. REFER TO SHEET CG100.
SHEET NOTES
O DOUBLE 30" RCP CULVERT..
REFER TO DETAIL 1, SHEET CG500.
O2 CONCRETE HEADWALL FOR DOUBLE CULVERT.
REFER TO SHEETS CG500 AND CG501.
O3 OPTIONAL BID ITEM #2 - WEDGE BARRIER: 4" PVC
DRAIN LINE AS REQUIRED, TO BE COORDINATED
WITH BARRIER MANUFACTURER.
O4 OPTIONAL BID ITEM #2 - WEDGE BARRIER: SUBSURFACE
DRAINAGE STRUCTURE. REFER TO SHEET CG501.
O 10' WIDE RIP RAP SPILLWAY BANK PROTECTION.
REFER TO SHEET CG502.
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LEGEND
SD STORM DRAINAGE PIPING.
HW-1 Q CONCRETE HEADWALL.
--�� PROJECT LIMITS.
CONSTRUCTION LIMITS.
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1"=20'-0"
US Army Corps
of Engineers
Wilmington Distrid
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CG111
I SHEET 41 OF U4
FOR OFFICIAL USE ONLY

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CG11
CG111 G11Ju
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KEYMAP
GENERAL NOTES
1. REFER TO SHEET CG100.
SHEET NOTES
O 6" PVC BUILDING DRAIN.
COORDINATE CONNECTION WITH BUILDING
MANUFACTURER.
O2 SUBSURFACE DRAINAGE STRUCTURE.
REFER TO SHEET CG501.
O3 10' WIDE RIP RAP SPILLWAY BANK PROTECTION.
REFER TO SHEET CG502.
LEGEND
SD STORM DRAINAGE PIPING
HW-1 Q CONCRETE HEADWALL.
�•� PROJECT LIMITS.
CONSTRUCTION LIMITS.
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1"=20'-0"
US Army Corps
of Engineers
Wilmington District
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CG112
LSHEET 42 OF U4
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SLOPE EARTH EXCAVATION AT
A MINIMUM RATE OF TWO
HORIZONTAL TO ONE VERTICAL
OR AS RECOMMENDED BY THE
GEOTECHNICAL ENGINEER
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SEE SPECIFICATIONS
SEED & PROTECTION
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NOTES:
1. PIPE BEDDING AND BACKFILL
SHALL MEET PIPE
MANUFACTURER'S
REQUIREMENTS.
2. NO AGGREGATE BEDDING
SHALL BE USED FOR
STORM SEWER PIPING.
COMPACTED SELECT GRANULAR
BACKFILL EXCEPT FOR STORM
SEWER PIPING.
TYPICAL UTILITY TRENCH
DETAIL
TYP SCALE: NONE
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PLAN
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OPTIONAL CONSTRUCTION JOINT
ELEVATION
GENERAL NOTES:
C
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BELL END OF PIPE
TO FACE OF WALL
(IF CONST. JOINT IS USED)
SLOPE AS INDICATED ON PLANS
9' /
S
CONC .
PIPE � #4-BARS
w
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END ELEVATION
DOWEL
BAR - "X"
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
LOC.
PIPE
DIA,
SINGLE PIPE
DOUBLE
PIPE
15"
18"
24"
30"
36"
42"
48"
15"
18"
24"
30"
36rr
42"
48rr
BAITS
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2
2
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3
4
4
2
5
3
3
4
4
2
5
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-
-
-
-
-
-
2
2
2
2
G
QTY.
2
2
3
3
4
4
5
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
653
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
0
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15"
T-3"
1'-8"
2'-9"
214"
9h"
5'-6"
0.7
2'-2"
7'-8"
1.0
18"
3'-7"
1'-10"
3'-2"
2h"
10"
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-4"
3"
10"
8'-O"
1.5
3'-5"
11'-5"
2.0
30"
5'-O"
2'-6"
4'-7"
414"
11h"
9'-2"
2.3
4'-3"
13'-5"
3.1
36rr
51-8"
2r.8"
5'-6fr
4%'e
11 tf
11'-0"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
3'-1"
6'-4"
51"
11h"
12'-8"
4.5
5'-10"
18'-6"
6.0
48"
6'-9"
3'-5"
7'-2"
5"
11lt"
14'-4"
6.0
6'-$"
21'-0"
8.0
*SEE SHEET 3
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 111.
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
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CG500
SHEET 43 OF LU
FOR OFFICIAL USE ONLY
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NOTES:
REFER TO SECTION 815 OF THE STANDARD
SPECIFICATIONS FOR INSTALLATION DEPTHS
H O = O
OF DRAINAGE PIPES.
H -i = >
CONNECT PIPE OUTLET INTO DRAINAGE
O © = > m
STRUCTURE WHEREVER POSSIBLE. IF NOT CON-
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PLAN VIEW
COUPLING
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r �
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SEE SPECIFICATIONS
SECTION B15 FOR
— ALTERNATES)
AUXILIARY VIE11Y
2x2 TO 4x4 GALVANIZED a
HARDWARE CLOTH PIPE CL a
uj
0.063 WIRE OR EQUAL I.D. w
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4" PIPE
-4" OR 6" PIPE
(SEE AUX. VIEW)
4"-6" INTO DRAIN PIPE
SUBDRAIN QUANTITIES
EXCAV. OR COURSE AWREBATE
CU. YDS. PER ET. DEPTH/LIN. FT.
0.056
THE CONCRETE PAD CONSISTS OF 4" DRAIN 0.137 CUBIC YARDS,
6" DRAIN 0.177 CUBIC YARDS CLASS "Br' CONCRETE.
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ELEVATION VIEW
1/4
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EARTH COVER —
SUBDRAIN —
COARSE
AGGREGATE
SUBSURFACE DRAIN
Y : 12" WHEN "H" IS 4'-0" OR LESS
20_ 6" Y = VARIABLE WHEN "H" IS OVER 4'-0"
4" PIPE
6" PIPE
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ELEVATION VIEW
END ELEVATION VIEW
2f - 6,t
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END ELEVATION VIEW
2x2 TO 4x4 GALV. HARDWARE
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RODENT SCREEN
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HEET 1 OF 1
816,01
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Wilmington Didrid
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CG501
SHEET 44 OF U4
FOR
OFFICIAL USE ONLY
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Construction subgrade preparation —Prepare the subgrade for riprap and filter to the COnStI"LlCtlL Clear the foundation area of trees, stumps, roots, loose rock, and other
Construction Specifications required lines and grades shown on the plans. Compact any fill required in ob Jectionable material.
the subgrade to a density approximating that of the surrounding undisturbed Specifications
material or overfill depressions with riprap. Remove brush, trees, stumps, 3e Excavate the cross section to the lire and grades the foundation the Construction I- Remove all trees, brush, stumps, and other objectionable material from the
and other objectionable material. Cut the subgrade sufficiently deep that the liner as shown on the plans. Bring over -excavated areas to grade by increasing
the thickness of the liner or by backfilling with moist soil compacted to the i�catlonS foundation area, and dispose of properly.
finished grade of the riprap will be at the elevation of the surrounding am. densi
Channels should be excavated sufficiently to allow placement of the riprap in ity of the surrounding material. Spec2. Excavate the channel, and shape it to neat lines and dimensions shown on
a manner such that the finished inside dimensions and grade of the riprap meet 3. Concrete linings: the plans plus a 0.2-foot over�cut around the channel perimeter to allow for
design specifications,
• Place concrete linings to the thickness shown on the plans and finish them bulking during seedbed preparations and sod buildup.
. Sand and gravel filter blanket —Place the filter blanket immediately after in a workmanlike manner. 3. Remove and properly dispose of all excess soil so that Surface water may
the ground foundation is prepared. For gravel, spread filter stone in a uniform
layer to the specified depth. Where more than one layer of filter material is • Take adequate precautions to protect freshly placed concrete from extreme used, spread the layers with minimal mixiztg. temperatures to ensure proper curing. enter the Channel freely.
• Ensure that subgrade is moist when concrete is poured. 4. The procedure used to establish grass in the channel will depend upon the
Synthetic filter fabric Place the cloth filter directly on the prepared • Install foundation drains or weep holes where needed to protect against sever* of the conditions and selection of species. Protect the channel with
foundation. Overlap the edges by at least 12 inches, and space anchor pins lift and tin mulch or a temporary liner sufficient to withstand anticipated velocities during
every 3 ft along the overlap. Bury the upstream end of the cloth a minimum of piping. B• P'Y P g
12 inches below ground and where necessary, bury the lower end of the cloth • Provide transverse (contraction) j oints to control cracking at approximately the establishment period (Appendix 8 0.5).
or over lap with the next section as required. See Figure 6.14a Page 6.14.6. 20-feet intervals. These joints may be formed by using a 1/2-inch thick
removable template or by sawing to a depth of at least I inch.
Take care not to damage the cloth when placing riprap. if damage occurs • Install expansion joints at intervals not to exceed 100 feet. Maintenance
Duringthe establishment period, check grass -lined chanaeis after everyrainfall.
remove the ri After grass is established, periodically check the channel; check it after every
Prep, and repair the sheet by adding another layer affilter material 4. Rock riprap linings; Practice 6.15, R�prap. heavy rainfall event. Immediately make repairs. it is particularly important tQ
with a minimum overlap of ] 2 inches around the damaged area. If extensive 5e Place filters, beddings, and foundation drains to line and in the
damage is suspected, remove and replace the entire sheet. Ili check the channel outlet and all road crossings for bank stability and evidence
manner specified. Place filter and bedding materials immediately after slope of piping or scour holes. Remove all significant sediment accumulations to
Where a stones are used or machine placement is difficul a 4-inch la preparation. For synthetic filter fabrics, overlap the downstream edge by at
� P � y� maintain the designed carrying capacity. Keep the grass in a healthy, vigorous
of fine gravel or sand may be needed to protect the filter cloth. least 12 inches with the upstream edge which is buried a minimum 12 inches
in a trench. See figure 6.14a, page 6.14.6. Space anchor pins every 3 feet condition at all times, since it is the primary erosion protection for the channel
Stone placement —Placement of riprap should follow immediately after along the overlap. Spread granular materials in a uniform layer. When more (Practice 6.11, Permanent Seeing).
placement of the filter. Place riprap so that it forms a dense, well -graded than one gradation is required, spread the layers so there is minimal mixing.
mass of stone with a minimum of voids. The desired distribution of stones Filter material should consist of at least 3 inches of material on all sides of
throughout the mass may be obtained by selective loading at the quarry, and the drain pipe. The drain pipe conduit should be a minimum of 4 inches in
controlled dumping during final placement. Place riprap to its full thickness diameter. Acceptable materials include perforated, continuous, closed joint
in one operation. Do not place riprap by dumping through chutes or other conduits of clay, concrete, metal, plastic, or other suitable material (Practice
methods that cause segregation of stone sizes. Take care not to dislodge the 6.81, Subsudke .Drain),
underlying base or filter when placing the stones. 6. Perform all channel construction to keep erosion and water pollution
The toe of the riprap slope should be keyed to a stable foundation at its base to a minimum. Immediately upon completion of the channel, vegetate all
as shown in Figure 6.15b. The toe should be excavated to a depth about I.5 disturbed areas or otherwise protect them against soil erosion. Where channel EXISTING GRADE
tunes the design thickness of the riprap, and should extend horizontally from construction will take longer than 30 days, stabilize channels by reaches. — — — — — — — — — — —
the slope. 3
Maintenance Inspect channels at regular intervals as well as after major rains, and make ti•y�
The finished slope should be free of pockets of small stone or clusters of large repairs promptly Give special attention to the outlet and inlet sections and
stones. Hand placing may be necessary to achieve the proper distribution other points where concentrated flow enters. Carefully check stability at road
of stone sizes to produce a relatively smooth, unifornn surface. The finished crossings, and look for indications of piping, scour holes, or bank failures.
grade of the riprap should blend with the surrounding area. No overf al or Make repairs immediately. Maintain all vegetation adjacent to the channel in 2'
protrusion of riprap should be apparent. a healthy, vigorous condition to protect the area fi-orn erosion and scour during
out -of -bank flow.
Floure 6.10 Alprap slope protection VEGETATED SWALE
(modified from VDHAI),
60
filt,
�T
in
Maintenance In genes* once a riprap installation has been properly designed and installed
it requires very little maintenance. Riprap should be inspected periodically for
scour or dislodged stones. Control of weed and brush growth may be needed
in some locations.
FILTER FABRIC -� �-- NCDOT CLASS A RIP RAP
* BOTTOM WIDTH CALLED OUT ON PLAN SHEET.
A
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FILTER FABRIC
T
RIP RAP SPILLWAY BANK PROTECTION
US Army Corps
of Engineers
Wilmington Distrid
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CG502
SHEET 43 OF U4
FOR OFFICIAL USE ONLY