20030724 Ver 1_COMPLETE FILE_20030613

REPLY TO
ATTENTION OF:
DEPARTMENT OF THE ARMY
INSTALLATION MANAGEMENT AGENCY
HEADQUARTERS, FORT BRAGG GARRISON COMMAND (AIRBORNE)
FORT BRAGG, NORTH CAROLINA 28310
Public Works Business Center
May 7, 2003
??4A
Ms. Lillette Granade
Wilmington Regulatory Field Office
United States Army Corps of Engineers
P O Box 1890
Wilmington, North Carolina 28402-1890
Dear Ms. Moore:
Enclosed is a Pre-Construction,Notification form for Nationwide
Permit Number 3 Maintenance as required by Section 404 of the Clean
Water Act and/or Section 10 of the Rivers and Harbors Act, and for the
North Carolina Division of Water Quality's associated General 401
Water Quality Certification.
We understand the activities must comply with any regional
conditions that have been added by the Corps of Engineers (COE) and
with any case specific conditions added by the COE or by the State in
its Section 401 water quality certification. Any condition in this
application, which is not met, requires notification to and written
concurrence from North Carolina Division of Water Quality.
This permit area action involves replacement of a failing existing
80 feet long,-84 inch corrugated metal pipe. The replacement culvert
will be a 72 inch corrugated aluminum or fiberglass mortar culvert
installed using the slip lining process. Cumulative wetland impacts
are not anticipated because all construction equipment will be located
on the roadway above thus eliminating any impacts to the creek. No
equipment or grading will be required in the stream channel, thus
eliminating any impacts to the creek or wetlands. No repair of the
concrete headwalls or wingwalls will be required. Lastly, temporary
impacts to stream are determined inconsequential and are not
considered adverse to the aquatic environment.
If you have any questions, please contact Mr. Erich Hoffman, (910)
396-2867.
Since
EGORY G. BEAN
lonel, U.S. Army
rector of Public Works
Business Center
Enclosures
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 3
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: U.S. Army XVIII Airborne Corps
Mailing Address: XVIII Airborne Corps at Fort Bragg
Attn: AFZA-PWBC
Building 3-1631 Butner Road
Fort Bragg, North Carolina 28310
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: None
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Beaver Creek Culvert Replacement FA-00043-3P
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Cumberland Nearest Town: Spring Lake
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Enter Fort Bragg, NC from
Murchison Road (NC87-120) and, turn west onto Honevcutt Road. Follow Honeycutt
Road. The culvert is approximately 800 feet east the intersection.
5. Site coordinates, if available (LPTM or Lat/Long): 35-08-29N 78-58-46W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Disturbed construction area is less than 0.5 areas, located on Fort
Bragg.
7. Nearest body of water (stream/river/sound/ocean/lake): Beaver Creek
8. River Basin: Cape Fear River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mMs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Military / Residential
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed proiect will replace an existing 80 feet long, 84" corrugated metal pipe that
has a failed bottom. The replacement culvert will be a 72" corrugated aluminum or
fiberglass mortar culvert installed using the slip lining process. The process of slip
lining consists of inserting and coupling 20-foot lengths of the replacement culvert into
the existing culvert and grouting the void between the two culverts. All construction
equipment will be located on the roadway above thus eliminating any impacts to the
creek. The primary equipment will be a hydraulic excavator, used to lift the
replacement culvert sections, lower them into position, and guide them into the existing
pipe from the roadway above. Manual laborers standing in the stream will also assist
in guiding the new pipe into the existing pipe. Grout will be pumped in the space
between the pipes from a pump located on the roadway. No equipment or grading will
of
11. Explain the purpose of the proposed work: This project will replace a failed 84"
corrugated metal pipe culvert 80 feet long below Honeycutt Road. The failed pipe
would eventually cause pavement failure if not repaired.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional Permit request anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
Page 7 of 13
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: No impacts to the stream will
occur.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(estno) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
None

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
None

Page 8 of 13
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.top2zone.com,
www.manouest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: None
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

(indicate on ma)
Type of Impact* Area of
Impact

(acres)
Name of ody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)
None

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond:' Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed Proiect will replace an existing 84" corrugated metal culvert 80 feet long
with a failed bottom. The replacement culvert will be a 72" corrugated aluminum or
Page 9 of 13
fiberglass mortar culvert installed using the slip lining process. Because the culvert
conveys Beaver Creek under Honeycutt Road, the culvert cannot be relocated. The process
of slip lining consists of inserting and coupling 20-foot lengths of the replacement culvert
into the existing culvert and grouting the void between the two culverts. All construction
equipment will be located on the roadway above thus eliminating any impacts to the creek.
The primary equipment will be a hydraulic excavator, used to lift the replacement culvert
sections, lower them into position, and guide them into the existing pipe from the roadway
above. Manual laborers standing in the stream will also assist in guiding the new pipe into
the existing pipe. Grout will be pumped in the space between the pipes from a pump
located on the roadway. No equipment or grading will be required in the stream channel,
thus eliminating any impacts to the creek. No repair of the concrete headwalls or winawalls
will be required.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
Page 10 of 13
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at, [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Page 11 of 13
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* (square feet) Multiplier M?ation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The proposed proiect will replace a failed 84" corrugated metal culvert 80 feet long. The
culvert conveys Beaver Creek under Honeycutt Road on Fort Bragg. The proposed
method of replacement is the slip line method. Considering the room for equipment and
access to the culvert, the entire proiect should disturb less than 0.1 acre, none of which will
occur in the stream. The project involves no construction of additional pavement or
impervious area. During construction of the culvert repair, the normal stream now will be
pumped around the construction area. Silt fence will be provided along the shoulder of
the existing roadway as an additional precaution, although no grading or disturbance is
anticipated. If disturbance does occur seed and mulch will be installed as soon as possible.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Page 12 of 13
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
ApplitlAgent's Signature Date
(Agent's signs a is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
SECTION SYMBOLS
v
CULVERT REPLACEMENT
BEAVER CREEK
PROJECT
FORT BRAGG
INDEX OF DRAWINGS
TITLE
COVER SHEET WITH ABBREVIATIONS AND MATERIAL SYMBOLS
FORT BRAGG CANTONMENT
DETOUR LOCATIONS AND SIGNING
BEAVER CREEK SITE PLAN
BEAVER CREEK DEMO PLAN
BEAVER CREEK STORM SEWER PLAN
BEAVER CREEK PLAN & PROFILE
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BASIC DESIGN DATA
FEVISI DATE DESCRIPTION
PUBLIC WORKS BUSINESS CENTER
FORT BRAGG, NORTH CAROLINA
CULVERT REPLACEMENT
OHIO:.DIm M*Vaaw
BEAVER CREEK
IVY at HONEYCUTT ROAD
FORT BRAGG NORTH CAROLINA
CHIEF. FXILINIMIMQp'>
JPFPoJrBA OFI6
REEF FIVE FMWfIW MD FFIEW91% C{I- C.6 DIFMDM
f4M NO OWE auIV man am m FW-00043-3P
DPAWIM HAIBM
DIP. EFE.TH 97VIGS
USIEtl SERVICE

NORTHERN TRAINING AREA
AND THE OVERMLLS AREA.
SANFORD
LCID LANDFI
PIT
OLD FORT BUGG BOUNDARY
DEMOL I T I ON LAi\DF I
s?
IUSACE NC POPE AIR FORCE BASE I
RESIDENT OFFICE BLDG. NO. 527
US ARMY CORPS OF ENGINEERS (USAGE)
\NC EA OFFICE BLDG NO. 3-1933
/ O/ PUBLIC WORKS BUSINESS CENTER
BUILDING NO. 3-1631
IRECTORATE OF CONTRACTING
ROPE AIR FORCE BUILDING NO. 1-1333
87
.. V .
BuTaH1'?

USACE NC WOMACK HOSPITAL
OFFICE BLDG. NO. 4T-2132
AWN
TRANSFER STATION
IUSACE NC AIR FORCE & SPECIAL I
OPERATIONS AREA OFFICE BLDG. NO. C-2629
r`
S
Ap
PR CT L TION
ENISE R EUT I L 17-AT I ON MARKET I Nul
FICE (DRMO) BLDG. NO. J-1334
LEGEND
FORT BRAGG CANTONMENT
SCALES 1°-2500'
MAJOR ROADS
STREETS
F}}i {?{ F} RAILROADS
INSTALLATION BOUNDARIES
95 INTERSTATE ROUTE
l0l U. S. ROUTE
B7 STATE ROUTE
2500 0 2500 5000
(:I=- LAKES
000000 HAUL ROUTE
GRAPHIC SCALES I' - 2500'
6ISCOE
FORT BRAGG
ILLS
VICINITY MAP
N. T. S.
MT. OLIVE
N
.E
LANDFILL DISPOSAL REQUIREMENTS
1. The land clearing and Inert debris (LCID) Landfill is permitted for
disposalof yard waste (pine needles, limbs, trees, untreated wood,
unpainted wood), Inert debris (bricks, concrete, rubble, glass, concertina
wire), and uncontaminated soil.
ypttioN 2. The demolition landfillis permitted for disposalof construction and
fidy renovation debris: buildings, asphalt, painted and treated wood,
inoldentalscrap metals, shingles, and debris Incidentalto construction
such as cement or joint compound bogs,plastic pails or metalcans or
drums, insulation, and wallboard.
3. White goods (appliances), tires, aluminum cons, and municipal solid
waste (such as paper, plastic, cardboard, or household garbage) must be
disposed of at the transfer station.
4. Special arrangements must be made with the Environmental Branch of the
PWBC Environmental& Natural Resources Division; building 3-1933, Butner
Road; [phone]/3341 to dispose of liquids, hazardous waste, and tires.
5. Disposal of asbestos. Non-friable asbestos can be disposed of in the
demolition landfill. Friable asbestos must be double bagged and disposed
of In the section of the demolition IandfIIIdesignated for that purpose.
6. Municipal Solid Waste (MSW) shall be disposed of In dumpsters (either
Fort Bragg's or the contractor's) designated for MSW or at the Fort Bragg
transfer station. MSW shalibe defined as any wastes other than those
described above, to Include garbage,vegetable waste and containers
thereof resulting from the handling, preparation, cooking and consumption
of foods, and excess quantities of paper, plastic, and cardboard
(construction material packaging Is acceptable).
PIOL I C WORKS BIDS I NESS CENTER
FORT BRAGGa NORTH CAROLINA
CULVERT REPLACEMENT
BEAVER CREEK AT
HONEYCUTT ROAD
SYMBOL ZONE DESCRIPTION DATE BY
REVISIONS FORT BRAGG NORTH CAROLINA
PRELIBUNARY PLANS ARCADIS
to xor M MR Co Much
G & M of North Carolina, Inc.
SOICorporate Center Orlve.Sulte 300
RdelgN NC 21601.5013
VAICI
PROJECT SITE LOCATION 05/16/03
DRAWING
SHEET 2 OF

MPNC/?
o POPE
o AIR FORCE
AREA or_ BASE
MITS
z
Q
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24
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O
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APPROXIMATE SCALE
R11-2
8"X30"
ROAD
OA CLOSED ® Q HONEYCUtf ROAD
DETOUR
M49 R
90 X ZI"
TYPE III BARRICADE
R11-3
© ROAD CLOSED 60"X30" O HONEYCUIi ROAD
....
Fal LOMa c My
M4-10L END
48"X18" DETOUR M4-8 A
24" X 78"
TYPE III BARRICADE
HONEYCUTT ROAD HONEYCUTT ROAD
OC DETOUR O
.DETOUR
M.1., L
8C'X XI"
ARCADIS
BOI Corporote Center Drive, Suite 300 SYMBOL
RolelgN NC 27607-5073
PUBLIC WORKS BUS I NESS CENTER
FORT BRAGG, NORTH CAROLINA
CULVERT REPLACEMENT,
BEAVER CREEK a-L HONEYCUTT ROAD
FORT BRAGG NORTH CAROLINA
scoPE DETOUR LOCATIONS DATF_ 03
AND SIGNING
SCALE ,, DRAWN BYE FC:B SPEC, NO. FA-00043-3P
DRAWING NUMBER
AIPTION DATE 8Y PW-
FEVISIONS SHEET .. OF
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1 I FORT BRAGG, NORTH CAROLINA
1
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;' --;----,
I , - BEAVER CREEK at HONEYCUTT ROAD
I I
I 1 ,
FORT BRAGG NORTH CAROLINA

SCOPE DATEt
?

4 Po???,?? SITE
PLAN 05/19/03
0' Or RI
D o
iRQ SCALE DRAWN BYE SPEC. NO. FA-00043-3P
DRAWIING NUMBER
PLAN SCALE BM Corporate Cente r Drive, Suite 30o SYMBOL ZONE DESCRIPTION DATE BY PW
Rolelgh,NC 27607-507 3
REYI$ItNS? SHEET OF

'?
?`\\?
r
2i9 IL E ISTIING ASPHALT
IN DE TH 18 FT.
? -------? LEGEND

218 ----'`
CH SID, OF CULVERT 219 NAIL SET
UTILITY P

REMOVE E S I G R It,SI
REPLACE A IE E I

zv I NT LD ff
OLE
VE CONS. SLAB Zie m
OHE OVERHEAD ELECTRIC
REMOVE APPROX. 2'1 SIGN POST
•'
26 LF GUARDRAIL
N
" REMOVE 2 POSTS
N
SAWC T
2" DEP H ADVANCE TO FLUME
N
I t ' ! i NORTH CAROLINA GRID INAp 83
I
D DE
AND
35
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'
EXISTING CONCRETE
0 E CRETE
SID AL - ----- - ---- - -----
- -
1 FL 1E AND ISLAND
1
..?_---- 2I8
-EXIST% HEADWALJ Ec ?
.
Nr? ..
WINGWAL IN
EXISTING HEADWA &
WINGWALL TO RE

N /

R)v1OVE CURB,
EX TING CONCRETE
FL E AND ISLAND I v

----?--- ----- -

-------- ----- --

L LI ION
AT i J INT
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TYP ?L 4
P ACES
i
N
F
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1
t? I 1 N Nry
N N
? N
N IN ?. Np ?.D
N
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N I '?
NOTES:
0 I. CONTOURS INDICATE IN CONDITION.
PROPOSED CONTOURS NOT SHOWN

?

a 2.+ DENOTES TEMPORARY BENCH MARKS.
t
N
m
PUBLIC WORKS BUSINESS CENTER
FORT BRAW, NORTH CAROLINA
CULVERT REPLACEMENT,
BEAVER CREEK at HONEYCUTT ROAD
C] l FORT BRAGG NORTH CAROLINA

SCOPE
DATER
2 0 110,

0 DIS

?"r va ,? ? ?
0
5/
DEMOLITION PLAN 05/ 19/03
L
North m,In0. SCALES DRAWN BYE SPEC. NO. FA-00043
-3P
PLAN SCALE
DRAWING NUMBER
H- 801 Corporate Center Drive, Sulfa 300
Ralelgh
NC 27607-5073 SYMBOL ZONE DESCRIPTION DATE BY PW
, SHEET OF

FEVISI" .

H
24' CONC. CURB & GUTTER n .
TIE TO EXISTING CURB & GUTTER.
SLOPE TO PROVIDE PO I
DRAINAGE TOWARD CUR INLETS.
6F ^ ,
NEW 5' CONC. SIDE LK
INV. OUT'---, 216.75
L'A'Rl ,
2 TONS RAP
OUTLET A D SLOPF? PROP CTION J
6' WIDE x B DEEP /
FROM PIPE UTLET TO
TOP OF BAN q4\1-?,F15' 4 15 CP 05.0%
RC (DI.25% &
EXISTING UTILITE`S-
PIPE INSTALLATION
LEGEND
UTILITY POLE
OHE OVERHEAD ELECTRIC
- SIGN POST
tt
I ?r
I 4/
STORM DRAINAGE
UPSTREAM STRUCTURE DATA DOWNSTREAM PIPE DATA
NO. INLET ELEV. TYPE DIAMETER UPSTREAM
INVERT EL. DOWNSTREAM.
INVERT EL.
101 223.96 CURB INLET 15" 218.01 217.96
102 223.96 CURB INLET 15" 217.96 216.75
103 223.60 CURB INLET 15" 218.92 218.80
104 223.60 CURB INLET 15" 218.80 218.75
R
2f 1-2 SURFACE C
I: ' I GRADE TO PROVIDE ?iTIVE
1 I DRAINAGE TOWARD INLET
8 24" CONC. CURB & G ER
j i TIE EXISTING CU GUTTER. CONTOURS LEVEL 53 IN BASE
-PR OV IVE
f iN NLETS.
INV OUT = 21 .75 1.2 TONS CL 'A' RIPRAP
OUTLET AND
0 1 F 15" RCP 0.5%
G , PROTECTION SLOPE
S " NRW G`kJARDRAIL
ON EXI TING POSTS
DD2 W POSTS 3'
AC SID OF CULVERT
T
4 L I1? RC 01.25%

o \ NOTES:
1. CONTOURS INDICATE EXISTING CONDITION.
PROPOSED CONTOURS'NOT SHOWN.
2.'Q? DENOTES TEMPORARY BENCHMARKS.
PUBLIC WORKS BUSINESS CENTER
FORT BRAGG, NORTH CAROLINA
CULVERT REPLACEMENT,
BEAVER CREEK at HONEYCUTT ROAD
FORT BRAGG NORTH CAROLINA
SCOPE DAT
CADIS l"LIMIITARY PLANS PLAN 05/19/03
?" \ \ G A Of North Corofti htD CALE: DRANN BY, SPEC.NO. FA-00043-3P
DRAWPlC NUMBER
Raleigh, SCALE 801 igCorporate h Center Drive, Suite 300 SYMBOL ZONE DESCRIPTION DATE BY PW-
AalelDh, NC NC 27607-5073 FEWISICNS SHEET OF
NORTH CAROQNR GRID INAD 831
i
LEGEND
6Fq? M - FOU rMETAL ON UI " o? NAIL SET
8 XP? DW g UTILI TY POLE
HAN I CONCRETE A OHE OVERHEAD ELECTRIC
8 8 SOUTH ED 213.26 SIGN POST
\INVER 214.0
. m ?`?_`,_CREEK
a BEAVER?,.?
NORTH CAROLINA
GRID MAO 83)
a8
A INVER\ = 213.53' 1
CONC ETE A RON J 1
@NOTHEDE213.91 1
& ?i G A D f?41L ? D
e 8 ,8? B? REPAIR EXISTING 84' CORRUGATED
METAL PIPE CULVERT. SLIPLINE WITH 72
ALUMINUM OR FIBERGLASS MOTAR PIPE
T ROUTED IN PLACE. EXISTING HEADWALLS
TO REMAIN.
TE EPHONE MANHOLE, (TYP.)
hi

4Y
1 ' ?0' 40'
PLAN SCALE
NOTES:
1. CONTOURS INDICATE EXISTING CONDITION.
PROPOSED CONTOURS NOT SHOWN.
2.+ DENOTES TEMPORARY BENCH MARKS.
SECTION SYMBOLS
7
CULVERT REPLACEMENT
BEAVER CREEK
PROJECT
FORT BRAGG
INDEX OF DRAWINGS
TITLE
SHEET WITH ABBREVIATIONS AND MATERIAL SYMBOLS
at HONEYCUTT
# FA-100043-3P
ROAD
NORTH CAROLINA
WEW SCTIMI r- OR
3

SUOI SNET i&Tu ON WRH
SECTIIN OR MAC. IS OMWI
T

CONDITION is TAG
SWBUI. WHIM 0 0 D TAG
SECTION/ DETAIL
TITLE WOE SLTJDN S DRAM
/-- -10ATRN MERTN TO NUMBER .
3
is EMT WHR
SIM
L w
BRAIN STTMTDU BEYAHOI IS iWOR
MATERIAL INDICATIONS
NIH ® Sim mciDW
EARTH (CO
PACTED ?]
ALE
MA
L
M
® (j
SC
(
Sim (S
L
STANDARD ABBREVIATIONS
AWING
A
D
H
N
S
:
:
fGNOETE
INSUATIONMAID
MBER :•
:•• •.i
r:.. •
1 aC AO COIGN A INTERSECTION OR CENTRAL AM H HD( NA NOT APPLICABLE S, SUPPLY
T- aD AREA DRAW 0 AGREE OF CURVE HC HOSE BIBB NIL NIT ON COiIRACT $A SUPPLY AM Mme'

T 2 ,
0 PLASiER SRIOD INSULATION LRIOY-FM
aFF ABOVE FINISH FLOOR OT DETAIL HL HD1Di CORE NO
' i?G n SILL SCHEOOf
T-3 .
AN
C AIR HANDLING UNIT ,
O OBP INLET HT HEIGHT „ SECT. SECTION
C
1 , . D OD LC+ML SCAIB man
- ALT. A.T90TE Oa OMETER H.M. HOLLOW METAL SERV. SERVICE
C-2 ALUM. ALOVBBOd OFF. DOFIN H.P. HOUSE POWER CA
or OUTDOOR AO
IEDI
ON Siff. MET
mom
C-3 AMP
A OH DIMENSION HL NINA . &I SIP JOINT ®(MR Siatill
I MOOTS OR S
C-
4 a0. ACCESS OPON DISC, DISCOOECT HT1 HEATING OVERHEAD SP SPECIAL
APPRO)L APRDTDMWTEIY ON, OOMN Hm HEATER SPEC. SPECIFICATION ® BBIXELPVATDM ® WOODMIAOD&Z
L OVEN
ARCH. ARpDIEC1?AL DR. DOER HVAC HEATING, VENTILATION & MR CONDITI ON %FT,SF SINK FEET
O NG, A S
ATION
U.C. ADONTCAL TIE CIM DS, DOWNSPOUT HW.HOWE, HARDWARE OPPOSITE ST T BRICK (SECOO& PLYWOOD

ANCHOR
A
TO STIR
AY WE u II W GS OPEN SIGHT 90
.G GAGE
A
MERICAN m E SiRIM S' GLASS f HE
AL ST
OR STORAGE
. , ®lkTN OIEVAIIOD ®OlrS ELEYAnOD
P STR C. STHCiNWI
B E I P. PAPER W. SUSPENDED
BA. BALANCE
BO
RD EA.
C.C EACH
MINER I.D.
I INSDE OANEIER
EMT
?
S

DIG
BL A
BLUING .
U
MST FAT
1N
INCHES PC PO CURVE ANDARD BASI C DESIGN DATA
. . PER PEBDETEA
B!C BLOCK EL ELEV. ORATION Ilm IKMESCENT . T
BM, BEAN ELEC, ELECTRIC TSP. INSPECTION PI PORN OF INFLECTION T INDENT DISTANCE
OOT. BOTTOM EOIP. EQUIPMENT IND. DUATTON PL PLATE
LUMBING TITOIL TOILET
BRG, BEARING EW. EACH WAY INC. OTBIOR PBG. P
P TEL TDIPHONE
BTitN, BRITOOI THEN IBNTMIL EW.C. ELECTRIC WATER COOLER M. DIVERT ?'
PANEI TEMP'. TEMPERATURE

D OR MST
J
POT .
POINT OF TWENi THL TI MES$

CAB,
CABINET EIP.JT. ETPANSCN JOINT
Jm-BOK
JUNCTION 80K
iNC
POINT OF REYEflING CODE DD,
IT mom
TYPICAL

CAP.
CAPACITY EXT.
EXIST 9MOR
EMSTING
JCT.
JUNCTION
PRESS,
ENE
.
T
iA
TOILET TISSUE DISPENSER
CUB COOQi BOO . JT. JOINT PSF PM / UK FOOT .
TAS TO' OF STEEL
CA, CERING OFM F K PSI POPES / SKYWE RCN .
T 1110 TN E & GROOVE
CEM, CEMENT FA, FIE ALARM K HATE OF VERTICAL CURVATURE PSG POUNDS / SQUARE DO GAGE I TREAD
COL
C
F
M CERAMIC
CUBIC FEET/M FL
F
D FIETOBIE CONNECTION
FLOO
DRAIN KVA KILOVOLT AMPERE PT.
PTO PONT
PAINTED
U
.
.
. .
. R KW KILOWATT .
CRC COOMTONG FEL FIE EKFCRDISOR CABINET ' P
T
D PAPER TOWEL DISPENSER CCH UNLESS OTHERWISE NOTED
.
Cif CIYRRO
JOINT FIN FINISH L .
.
.
. . V
CKD CHECKERED FL FLOOR L LENGTH

CKC
CIRCUIT
FT.
FOOT - FEET
LB.
POND
D V.

VL VOLT
VERTICAL

AL CURE
CL
OEL
OG CENTER LINE
CLOSED FIG.
fO. FOOTING
PoNCATCN LT
LC LEFT
HONG DTC CURRIER VLT. TILE
VOID.
, W GUM VENT VENTILATION
DA CLOSET L
P I1pRING PAR . .
D .
.
VERT,
VERTICAL
CNJL mm MASONRY UNIT LTC LINE R

GA.
GAGE VPL VERTICAL PONE OF CURVE
CHP CORRUGATED METAL PIPE LAY, LAVATORY R RADIUS
ET
VERTCAI
POINT O TACEM
C
O CLEAN OUT GAL GALLON R RISER .
W . N P
ION
.
. GAR GMVANIZED M . . VTR RENT TRW ROOF FEVISIO DATE DESCRI
T
COL
CONC. an
CONCRETE
GEE
GGVEIMENT FURNISHED EONPMENT
M.
MOOR
?.
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RADm
w
PUBLIC
WORKS BUS I NESS CENTER
CON. ORDESAIE GL
Z OASS
GROUND MR1Nf.
MAC MAINTENANCE
HII
ONUM OP WOREpCONCRETE PIPE W. WATT FORT BRAGG NORTH CAROLINA
con CONNECTION
. GOVT
GO
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W
Wm O
STROUHON PAN
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WITH
Cow CKTRUCTION . a IIECESSED N
a WOOD
CULVERT REPLACEMENT
, GPJi GALLETIOIR IHEOL MEDIAICAL
CONT. COHBBION .
GR
M
GALLOS/MPINE
MIL
METAL RECIRCULATING WL WATER 69 CHUM, ?riwmwmoo
CONi'fl OINTROOTGR I
. W IECEPTAO
E WP. VPATIEIPw BEAVER CREEK
G MINIMUM . .
=it. CONTRACTION
JOINT G.W.B. GYPSUM WALL BOARD ? ON RR EDP ? ?
W
W
F WE DED WIRE FABRIC W? at HONEYCUTT ROAD
LT. COW TILE W GYPSUM M OPEN . .
.
.
C
T
B CERAMIC TILE Be . R FLOOD K WATER CLOSET
.
.
.
LTD C

CENTER TO CENTER

ck THRESHOLD

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WATER HEATER
FORT BRAGG NORM CAROL i NA
.
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Na MOUNTED R
G RM BE aia, vciun wimawx APPROVED- am
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on Kxm mesas
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LC I D LANrDF I
PIT
NORTHERN TRAINING AREA Si USACE NC POPE AIR FORCE BASE ASHEbulU
AND THE OVERMLLS AREA. ml RES I DENT OFFICE BLDG. NO. 527 4y4 1 O
of ?? X04 e le 95
; 4ay
S1
SANFORO iELD l
YY
Yi
Y GOLOSBOAf
i BISCOE
7
OLD FORT BRAGC BOUNDARY i ,
DUN 7e
us CORPS OF ENGINEERS (USACE) FORT BRACG a MT. OLIVE
NC OFFICE BLDG NO. 3-1933
ee
N
''
F ILLS
,/ .,? l 15
CUNT
PUBLIC WORKS BUSINESS CENTER a
O BUILDING NO. 3-1631 ROCKIN M
I RECTORATE OF CONTRACT I NG ' LAUfiYNBU 6
POPE AIR F'aK£ BUILDING NO. 1-1333 74 WALLACE
Od 5 LUMBERTON
15 ELIZABETHTOWN
\\
et \
DEMOL I T I ON LANDF I L
24 A USACE NC WOMACK HOSPITAL S X99 74
W OFFICE BLDG, NO. 4T-2132
99o\Al li 1
(
f?
\
a
9
?
.L ARLIN
HITEVILLE 74

? 76 \ e WILMINGTON
gUTNTR ? a
H+H ? \
VICINITY MAP
a LONCSTP,EEi' N.T.S.

A NEYCUTI s? WAN E THAN
? 1 CST+?'T 0.U ? 0
U? w
N AIRFIELD LANDFILL DISPOSAL REQUIREMENTS

1. The land clearing and inert debris (LCID) Landfill is permitted for
° disposal of yard waste (pine needles, limbs, trees, untreated wood,
?. unpainted wood), inert debris (bricks, concrete, rubble, glass, concertina
SOLID WASTE tzoe wire), and uncontaminated Sall.
TRANSFER STATION q JP
e 2. The demolition landfiilis permitted for disposolof construction and
?O shy renovation debris: buildings, asphalt, painted and treated wood,
Incidental scrap metals, shingles, and debris incidental to construction
DACE NO AIR FORCE & SPECIAL such as cement or joint compound bags, plastic pails or metal cans or
OPERATIONS AREA OFFICE BLDG. NO. C-2629 drums, insulation, and wallboard.
a 3. White goods (appliances), tires, aluminum cans, and municipal solid

r plastic, cardboard, or household garbage must be
(such
waste th
f
e tr
t
d
f
e
dispose
o
a
ans
e

PO
4. Special arrangements must be made with the Environmental Branch of the
I
N PWBC Environmental& Natural Resources Division; building 3-1933, Butner

O
CT L T
9< s
4
Road; [phone]/3341 to dispose of liquids, hazardous waste, and tires.
5. Disposal of asbestos. Non-friable asbestos can be disposed of in the
demolition landfill. Friable asbestos must be double bagged and disposed
of in the section of the demolition Iandfilldesignated for that purpose.
E?
ATION MARKETING
EFENSE REUTIL17 6. Municipal Solid Waste (MSW)shall be disposed of In dumpsters (either
- Fort Bragg's or the contractor's) designated for MSW or at the Fort Bragg
og?
° FFICE (DRM0) BAG. NO. J-1334 transfer station. MSW shalibe defined as any wastes other than those
00° described above, to include garbage,vegetable waste and containers
t
o thereof resulting from the handling, preparation, cooking and consumption
p
gP° of foods, and excess quantities of paper, plastic, and cardboard
Qy (construction material packaging Is acceptable).
4 LEGEND
LEGEND
MAJOR ROADS
BUSINESS PUBLIC WORKS
1 STREETS FOFIT BRAGG, NORTH CAROLINA
RAILROADS
? CULVERT REPLACEMENT
?r°
ewN°pe INSTALLATION BOUNDARIES BEAVER CREEK AT
p
apay 95 INTERSTATE ROUTE HONEYCUTT ROAD
l0l U. S. ROUTE SYMBOL ZONE DESORPTION DATE BY FORT BRAGG NORTH CAROLINA
REVISIONS
g7 STATE ROUTE
O
2500 0 2500 5000
PMLDMARY PLANS
eo xur °s M OMWM MN SCOPE DATE:
PROJECT SITE LOCATION 05/16/03
ARCADi S
LAKES 1
0 & M of North CGrGB?,h? ALE: 11=2500' DRAWN BY, FEB -SPEC. NO. F1-00018-2
FORT BRAGG CANTONMENT • 000 HAUL ROUTE
'
A DRAWING NUMBER T-2
? 2500
GRAPHIC SCALES l Sol Corporate Center Drive, Suits 500
SCALES 1'-2500' Raleigh, NC 27607-5073 SHEET 2 OF
MA?CN?S??R
0
o
o PE
AIR
ORCE

A
REA SE
MITS
Z I
a
a
rLL R`S IL
a %_PYE
n Demolition
dfill
REED/
\o
o?
\ 90
Y
cGTT
U,
Ro40
F9
r
Zki,V
' OPO
MUTAFF
LAKE
1
i

0
LAKE
ANDREWS
CHURCH
LAKE
V
?e Oe
BOUNDARY
LINE LAKE
RpN Lrn ' ?? PROJECT LOCATION
P? \
0 A C TEXAS
A. SIMMONS FIELD LAKE
QOPQ f E N © A.
LAKE
SIMMONS
ARMY SMITH
n ? AIRFIELD LAKE
c D
ROAD SMITH LAKE ROAD
4/&,cti2s
? oy
x
N
090 ?
9
?c
0 2\0
O
0
D
24 --_
TO FAYETTEVILLE
.LL.N.L:....::....... HOF EYCUTT ROAD DE70LJR
O
25Q0W' Q 25p0' 50p0'
APPROXIMATE SCALE
ARM C6pwowlna-, s1no.
801 Corporate Center Drive, Suite 30D
Raleigh, NC 27607-5073
© HONEYCUII ROAD
DETOUR
M49 R
90"x 1M'
O HONDCUIT ROAD
END
DETOUR M4-S A
24 X 10
HOIEYCUIr ROAD
O
DETOUR
SYMBOL ZONE DESCRIPTION DATE BY
FEVISIONS
DRAWING NUMBER
Pw_
SHEET ,.OF
O
TYPE III BARRICADE
R11-3
© R0A0 CLOSED 6011X30"
0.6 MMES PHE1D
aft lOW 71Mi. ONLY
M4-10L
46"X187
TYPE III BARRICADE
HONEYCUIT ROAD
Q DETOUR
MF9l
s0"x z?^
PUBLIC WORKS BUSINESS CENTER
FORT BRAGS. NORTH CAROLINA
CULVERT REPLACEMENT,
BEAVER CREEK a-L HONEYCUTT ROAD
FORT BRAGG NORTH CAROLINA
DETOUR LOCATIONS DATE:
AND SIGNING 05/19/03

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UBLIC WORKS BUSIWSS CENTER
FORT BRAW, NORTH CAROLINA
CULVERT REPLACEMENT,
BEAVER CREEK at HONEYCUTT ROAD
FORT BRAGG NORTH CAROLINA

SCOPE DATE,
PR6LIb1INARY PLANS SITE PLAN

? ?O1 ? I0. 04N?IOC[WH 05/ 19/ 03

G Of NOHh COf0IA0, IRa ICALF, DRAWN BYI SPEC. NO. FA-00043-3P
] DRAWING !UMBER
801 Corporote Center Drive, Suite 300
o Center
01Co
t SYMBOL ZONE DESCRIPTION DATE T PW-
h,NC
27607-5073
REVIS10% SHEET OF

A
21g J??
218 - -?
REMOVE
REPLACE
n 217 -SID€WAL?
?N
N
AND DEMOI
WELY 35
`'el
B
Z9
ALLS, TO
CURB,
G CONCRETE
AND ISLAND
Llryll 1
AT f
I 1 N
N
N
N I

2' DEP?I
N
N
N
N
IL E IS,VING ASPHALT /
' IN DE TH IB FT.
---^^' 219 '??••
CH SID OF CULVERT
VE CON SLAB
REMOVE APPROX.
26 LF GUARDRAIL Ztis
I REMOVE 2 POSTS
ADVANCE TO FLUME
N
I REMOVE CURB,
EXISTING CONCRETE
F E AND ISLAND
-•' 218
217
-----------------
,_EXIST% HEADWAL
AIN
WNGWA6 /
- 213
e
N,
"U,
N
N
U:
N? I I I 1
N
N 1N t? O
N
NOTES:
1. CONTOURS INDICATE EXISTING CONDITION.
PROPOSED CONTOURS NOT SHOWN.
2.'Ej?DENOTES TEMPORARY BENCH MARKS.
! I I i aN
PUBLIC WORKS BUSINESS CENTER
I FORT BRAG% NORTH CAROLINA
CULVERT REPLACEMENT,
I BEAVER CREEK at HONEYCUTT ROAD
D FORT BRAGG NORTH CAROLINA
/??ADI S SCOPE DATE:
2 01 170, O \ z ( DO "r va 'Pm PLANS
DEMOLITION PLAN 05/ 19/ 03
PLAN SCALE of North COrOg10,IDO. SCALES DRAWN BY: SPEC,NO. FA-0004373P
I 801 Corporate Center Drive, Suite 300 DRAWING NUMBER
SYMBOL ZONE DESCRIPTION DATE BY PW-
Aoblgh, NC 27607-5073 .
REVISIONS SHEET OF
LEGEND
OHE OVERHEAD ELECTRIC
- SIGN POST
NORTH NA BRIO MAO 831
rl
? Y
x
24' CONC. CURB & GUTTER
TIE TO EXISTING CURB ?& GUTTER.
SLOPE TO PROVIDE PO ITIV€
DRAINAGE TOWARD CUR INLETS.-
NEW 5' CONC. SIDE LK
?I?IV.OU = 216.75
2 TONS L 'A' R R% AP
OUTLET A D SLOP PROTECTION
6' WIDE x DEEP
FROM PIPE UTLET TO
TOP OF BAN 24 F 15' CP @5.0%
?4 L 15' RC X1.25% R ?
CONTR TOR
EXISTING UTILI IOR
PIPE INSTALLATION
-___1.2 TONS CL 'A' RIPRAP
OUTLET AND SLOPE
PROTECTION
LEGEND
NAIL SET
m UTILITY POLE
OHE OVERHEAD ELECTRIC
- SIGN POST
1 STORM DRAINAGE
UPSTREAM STRUCTURE DATA DOWNSTREAM PIPE DATA
NO. INLET ELEV. TYPE DIAMETER UPSTREAM DOWNSTREAM
1 /
? f ? INVERT EL. INVERT EL.
/? 101 223.96 CURB INLET 15° 218.01 217.96
'/ _ 102 223.96 CURB INLET 15' 217.96 216.75
s 103 223.60 CURB INLET 15' 218.92 218.80
104 223.60 CURB INLET 15' 218.80 218.75
i p
r?
>as " /
II
R 2 1-2 SURFACE C E
GRADE TO PROVIDE StITIVE
9RAINAGE TOWARD INLET
4' CONC. CURB & G ER
TIE EXISTING CU GUTTER. CONTOURS LEVEL 531N BASE
1 IVE
tN NLETS.
--? ,?..
OUT = 21175
`15' RCP @1.0.5%
' ? 11
% n NSW GUARDRAIL
ON EXISTING POSTS
DD 2 W OSTS 3'
O AC SID OPF CULVERT
4 L 1 RC q1. %

m

Z m
o
NOTES:
/ I. CONTOURS INDICATE EXISTING CONDITION.
PROPOSED CONTOURS NOT SHOWN.
2.-(?)- DENOTES TEMPORARY BENCHMARKS.
PUBLIC WORKS BUS I NESS CENTER
FORT BRAGG, NORTH CAROLINA
CULVERT REPLACEMEINIT,
BEAVER CREEK at HONEYCUTT ROAD
FORT BRAGG NORTH CAROLINA
RCADIS SCOPE DA Et
PRBLIIINART PLANS PLAN 05/19/03
jo, Igo, A
M 11 of North Caroline, IRC; SCALE, DRAWN BY% SPEC. NO. FA-00043-3P
DRAWING NUMBER
PLAN SCALE 801 Corporate Center Drive, Suite 300 SYf OL ZONE DESCRIPTION DATE BY PW-
Raleleh,NC27607.5073 REVISICN6 SHEET OF
NORTH CAROLINA
GRID fNAD 83>
y
f
?b

INVER 214.0 '
CONC ETE APRON
?NOTHEDE213.9I

t
PU
VQBXU 4" METAL CON UI
R PI SED AT HEADW L
CONCRETE A
I f SOUTH ED 213.26
--? BEAVER CRE K
= 213.53' 1
? l
& a
1
0
1
U
r
z ?
0
x
N 'G? Af D R?IL
tl
\ ?TEE EPHONE MANHOLE,(TYP.)
REPAIR EXISTING 84' CORRUGATED
METAL PIPE CULVERT. SLIPLINE WITH 72'
ALUMINUM OR FIBERGLASS MOTAR PIPE
ROUTED IN PLACE. EXISTING HEADWALLS
TO REMAIN.
i ' 0' 40'
III?III
PLAN SCALE
LEGEND
NAIL SET
UTILITY POLE
OHE OVERHEAD ELECTRIC
- SIGN POST
NORTH CARDLt
NA GRID (Nqp 83)
NOTES:
1. CONTOURS INDICATE EXISTING CONDITION.
PROPOSED CONTOURS NOT SHOWN.
2.+ DENOTES TEMPORARY BENCH MARKS.