20030043 Ver 1_COMPLETE FILE_20030116

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 24, 2003
DWQ# 03-0043
Beaufort County
City of Washington
P.O. Box 1988
Washington, NC, 27889
APPROVAL of 401 Water Quality Certification with Additional Condition
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, to dredge and fill 0.45 acre of vegetated and non-vegetated
wetlands in order to install floodgates on Park Drive and enlarge the existing box culvert on Main Street as part of the storm water project
for Jack's Creek in Washington, Beaufort County, as described in your application received by the Division of Water Quality on January
16, 2003. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number
3371, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your
CAMA Permit when issued by the NC Division of Coastal Management. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge, Water Supply
Watershed and U.S. Coast Guard regulations. Also this approval will expire when the accompanying CAMA Permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change-your project, you
must notify us in writing and you may be required to send us a new application for a new certification.- if the property is sold, the new
owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described'-in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed'in the attached certification and theadditional conditions
listed below:.
1. You are required to return the attached Certification of Completion form to notify DWQ when all Work,included!,in the 401.
Certification has been completed;
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act Within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Tom Steffens in our Washington Regional Office at [phone] or Cyndi Karoly in our Central Office in
Raleigh at [phone].
AW K/cbk
Attachments
in erely,
a ime , P.E.
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
The Wooten Company, 120 N. Boylan Ave., Raleigh, NC, 27603
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
030043
f
Customer Service
1 800 623-7748
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Donna D. Moffitt, Director William G. Ross Jr., Secretary
MEMORANDUM
TO:
FROM:
DATE:
SUBJECT:
Applicant:
Project Location:
-03 0044
it
Mr. John R. Dorney, Environmental I
Division of Water Quality Supervisor
Doug Huggett
Major Permits Processing Coordinator
14 January 2003
CAMA/Dredge and Fill Permit Application Review
City of Washington
At the Main Street and Park Drive (NC 32) crossings of Jack's
Creek in the City of Washington in Beaufort County, NC.
Proposed Project: The applicant proposes to install floodgates on Park Drive and
enlarge the existing box culvert on Main Street as part of a storm
water project for Jack's Creek.
Please indicate below your position or viewpoint on the proposed project and return this
form by 4 February 2003. If you have any questions regarding the proposed project,
please contact D id Moye at 252-946-6481, Extension #290. When appropriate, in
depth comments pith supporting data are requested.
REPLY I ? This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the
recommended changes are incorporated. See attached.
This office objects to the proposed project for reasons described
in the attached comments.
Date_4?
1
Washington Square Mail;' Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagementnet
An Equal Opportunity 1 Affirmative Acton Employer - 50% Recycled 110% Post Consumer Paper
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom steffens
WO Supervisor: Roger Thorne
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name City of Washington County Beaufort
Project Number 03 0043 County2
Recvd From DCM Region Washington
Received Date 1/16/03 Recvd By Region
Project Type installation of flood gates
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. BE
LAMA waters O ? O N 24-? FC Nsw F(1 _30T 0.64 F__ ?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? O Y O N
Have Project Changes/Conditions Been Discussed With Applicant? O Y Q N
Is Mitigation required? Q Y p N Recommendation: Q Issue Q Issue/COnd 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office Page Number 1
Central Office
C
DevelopmentType FEE DCM % DWa %
(14300 1601 43510OD93 1625 6253 24300 1602 435100095 2347
1. Private, noncommercial
development that does not involve $250 100% ($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or $400 100%($400) 0%($0)
excavation of any wetlands or open
water areas:
Ill. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, 8, C, or D
below applies:
Itl(A). For Private, non-commensal
development, If General water Quality 5250 100%($250) 0%($0)
Certification No.3301(see attached)
can be applied
1II(13r For public or commercial
development, if General water Quality $400 100%(S400) 0%($0)
Certification No.3301(see attached)
can be applied
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and $400 60%($240) 40%($160)
written DWQ concurrence is needed
because of concems related to water
quality or aquatic life:
lll(D? If General Water Quafdy
Certification No. 3301 (see attached) $400 60%(S240) 40% ($160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60%(S285) 40%(S190)
than one acre of wetlands and/or
open water areas
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: City of Washington
2. LOCATION OF PROJECT SITE: At the Main Street and Park Drive (NC 32) crossings of Jack's
Creek in the City of Washington in Beaufort County, North Carolina
Photo Index - 2000: 101-1157; U-1, V-1,2, W-2 1995: 100-1065; B-22, E-23
State Plane Coordinates - X: 2,582,00 Y: 656,200 GPS Rover File # HO11318A
Washington Quad. (lower right corner)
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 01/13/2003
Was Applicant Present - NO
5. PROCESSING PROCEDURE: Application Received - 01/10/2003
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County - 1997
Land Classification From LUP - Developed (land), Conservation (water, wetlands)
(B) AEC(s) Involved: EW, PTA, CS
(C) Water Dependent: YES
(D) Intended Use: Public - Upgrade drainage control structures for Jack's Creek
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Box culvert and pumping station with outlet culverts
Planned - Additional box culvert and bypass flood gates
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands ±19,740.5 ft2 ±19,740.5 ft2
Creek bottom
(C) Other ±7,984.5 ft2 ±7,984.5 ft2
Highground
(D) Total Area Disturbed: ±0.64 acre (±27,725 sq. ft.)
(E) Primary Nursery Area: NO
(F) Water Classification: C-NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to install floodgates on Park Drive and enlarge the
existing box. culvert on Main Street as part of a storm water project for Jack's Creek.
City of Washington
Jack's Creek Site
Beaufort County
Environmental Setting
The applicant is the City of Washington which is located in Beaufort County. A portion of
the city lies adjacent to the Tar/Pamlico River. The project site is the Main Street and Park Drive
(NC 32) crossings of Jack's Creek, which empties into the Pamlico RiveratHavens Garden, apublic
Parkin the City. These two crossings are within several hundred feet of each other. TheParkDrive
crossing of Jack's Creek is in effect a dam across Jack's Creek that has an existing pumping station
on the upstream side and 4 outlet culverts on the downstream side. Most of Jack's Creek functions
as a stormwater holding system for the City of Washington. Approximately 90 % of the stormwater
drainage area for the City of Washington uses the Jack's Creek basin. The Main Street crossing is a
concrete box culvert consisting of two 12' by 6' openings and a 1.5' clearance above the normal
water level (NWL). The mouth of Jack's Creek is ±600' downstream from the Park Drive crossing.
A filled railroad causeway closes off the mouth of Jack's Creek at the Pamlico River intersection
with a ±25' wide by f3' above the NWL bridge opening.
Jack's Creek at the project site has been classified as C -NSW by the Environmental
Management Commission and is closed to shell fishing. Jack's Creek is designated as Coastal Water
by the Division of Marine fisheries but is closed to shell fishing. The Areas of Environmental
Concern present at the project area are Estuarine Water, Public Trust Area, Coastal Wetlands, and
Coastal Shoreline.
Project Proposal
At the Park Drive crossing, the City of Washington is proposing to install 4 - 9' wide by 6'
high by 55' long concrete boxes with flap gates on the downstream ends. These culverts will be
installed adjacent to (east of) the existing pumping station and culverts. The culverts will be bedded
so that the culvert bottom surface is at the same level or slightly above the downstream bottom
contour. The side slopes will be armored with riprap for stabilization. The flap gates are designed
to open when the head pressure on the upstream side exceeds 3" above the static water level on the
downstream side. The gates will fully open when the head pressure is in the 6" to 8" range. When
the gates are closed the pumps will be used to lower the upstream level to the desired -2' below
mean sea level. The gates as designed do not establish a continuous surface water connection.
At the Main Street crossing, in addition to the existing 24' wide by 6' high concrete box
culvert, which is made up of two -12' wide openings, the City of Washington proposes to install a
20' wide by 7' high by 35' long concrete box with two -10' wide openings on the west side of the
existing box culvert. The new box culvert will be bedded 1' below the existing bottom contour.
The side slopes will be armored with riprap for stabilization.
1
City of Washington
Jack's Creek Site
Beaufort County
Page Two
At both sites, cofferdams and/or sheet piles are proposed to dewater the project sites priorto
constnzction.
Environmental Impact
The project as proposed will result in the excavation and filling of t 19,740.5 ft2 of creek
bottom associated with the placement of the concrete box culverts and riprap stabilization at the two
locations. Some short-term turbidity will result as a result of the installation. The upland impact
will result in a disturbance of ±7,984.5 ft2.
David W. Moye - 13 January 2003

January 8, 2003
T Mr. David Moye, CAMA Field Representative
NC Division of Coastal Management
Wooten NCDENR, Washington Regional Office
Company 943 Washington Square Mall
Washington, NC 27889
Engineering
Re: Resubmit CAMA Permit Application
Planning Jack's Creek Storm Drainage Improvements
Architecture City of Washington, NC
TWC No. 2838-E
Dear Mr. Moye:
Please find attached the Application for a CAMA permit to construct culvert
improvements for the above stated subject project. The application includes forms
120 N. Boylan Avenue DCM-MP-1, DCM-MP-5 (Bridges and Culverts @ Park Drive), and DCM-MP-5
Raleigh, Nc (Bridges and Culverts @ Main Street) with the revisions made as requested. A
27603
stormwater permit and a NCDOT encroachment agreement have been applied for in
order to construct this project. An erosion control permit is not required for this
project because the total land disturbance is less than 1 acre. However, the contractor
919-828-0531 who secures this project will be required to follow accepted erosion control measures
Fax:[phone] as outlined in the North Carolina Erosion and Sediment Control Planning and
Design Manual.
The design of the project has been previously discussed with you, Mr. Raleigh Bland
with the Army Corps of Engineers, Ms. Deborah Sawyer with NCDENR Division of
Water Quality, Mr. Bill Moore with NCDENR Division of Water Quality
Stormwater Unit, and Mr. Bob Zarzecki with NCDENR Division of Water Quality
401/Wetlands Unit. Concerns and interests discussed in those meetings have been
considered in the final design.
The following information is included in addition to the forms of the application
previously listed.
• Check from Washington for $400.00 made payable to NCDENR (1 page).
• Zoning compliance certificate (1 page).
• Narrative describing project (3 pages)
• Copy of the applicable Deeds (12 pages).
Since 1936 • Applicable Drawings (13 pages, use bar scale to determine. actual scale because
the Drawings have been reduced from their original size).
• Copy of cover letters for CAMA application information sent to adjacent
property owners (8 pages). The Return Receipt from sending Certified Mail
will be sent to N.C. Division of Coastal Management (Att'n: Mr. David Moye)
once received by the City of Washington.
• Statement of compliance with the N.C. Environmental Policy Act (1 page).
Mr. David Moye
January 8, 2003
Page 2
Note that the structural design sheets are not included. However, the dimensions of the structures
shown on attached Drawings will not change.
If should you have any questions or need additional information, please do not hesitate to call.
Sincerely,
THE WOOTEN COMPANY
Marry D. Stone, P.E.
c: Mr. Frankie Buck, City of Washington

Narrative for
Jack's Creek Storm Drainage Improvements
City of Washington, NC
Over 90% of the drainage area (approximately 1,200 acres) of the City of Washington's
corporate limits is within the Jack's Creek Basin. The runoff drains into Jack's Creek
which ultimately discharges into the Pamlico River after moving through a series of
ponds created by street and railroad crossings. All flow under the street and railroad
crossings is by gravity except for the crossing at Park Drive. At Park Drive, Jack's Creek
is dammed up to prevent the river from intruding into the basin to allow the City to keep
the basin pumped down to -2.0 feet mean sea level (MSL). The normal water level
(NWL) of the Pamlico River is 0.8 feet MSL. The City streets can drain as long as the
water elevation in Jack's Creek is approximately 3.5 feet MSL or lower. It is necessary to
keep the basin pumped down in order to allow for more storage and help drain the streets.
The pumping capacity at Park Drive is approximately 90,000 gallons per minute (200.5
cubic feet per second).
Presently, the City experiences prolonged flooding of streets upstream of Park Drive
when the river breaches the berms (@ 5.5 feet MSL) protecting the Jack's Creek basin
during hurricanes and other extreme high-wind tide events. The river recedes at
approximately 0.5 feet per hour leaving the basin full and the streets flooded until the
pumps can pump the system down. The flooded streets create a safety hazard for the
citizens and emergency personnel for the City of Washington. It takes over 9 hours to
pump the basin down to 3.5 feet MSL and additional 5 plus hours to pump down to the
desired -2.0 feet MSL. Additionally, most events which create a breached condition also
knock the power out delaying when the pumping can begin. This situation presents a
safety hazard for City personnel to get to the pumps and reconnect power.
This project addresses the flooding created by breach conditions and limited pumping
capacity. The City hired The Wooten Company to design a system starting at the
downstream end of the basin (excluding the railroad crossing in which railroad
representatives in the past said they would correct as necessary after City improvements
are made) to allow Jack's Creek to drain at the fall rate of the river after a breach. The
improvements include adding a gravity system at Park Drive and increasing capacity at
Main Street.
More specifically, the improvements at Park Drive include the following:
• 4 - 9' by 6' by 55' long precast reinforced concrete boxes
• 4 - 9' by 6' aluminum flap gates to prevent the river from intruding upstream of
Park Drive
Headwall / endwall and wingwalls to support road
Dredging / excavation upstream and downstream of Park Drive to tie in the new
culverts
• Riprap to stabilize the banks and the discharge of the culverts
Jack's Creek Storm Drainage Improvements Page 1
• Concrete t-beam walkways for maintenance and to support cable hoist lifts for
flap gates
• Guardrails/ rail system along roadway in-area over water.
The improvements at Main Street include the following:
• 20' by 7' by 35' long multi-cell reinforced concrete box culvert (dual 10' by 7'
cells)
• Endwall and headwall to support fill and road
• Dredging / excavation upstream and downstream of Main Street to tie in the new
culvert
• Guardrails / rail system along roadway in area over water.
The improvements for this project are to address flooding issues. The basin is
approximately 95% built upon and the total impervious area is estimated to be 55% based
on urban-residential land use and 115 acre lots. We are adding 910 square feet (0.02
acres) of impervious area. The new impervious area consists of headwalls, endwalls,
wingwalls, and sidewalk area as needed to complete the project. The t-beams (100 square
feet) that are being constructed at Park Drive are located over the existing water and are
necessary to maintain the structure and to operate the cable hoist lifts.
At Park Drive, riprap is being used to secure the slopes and the discharge of the culverts.
Only the excavation / dredging necessary to tie in the new culverts will be completed.
The Contractor who receives this project will have to have an extensive dewatering
operation to place the culverts. Coffer dams or sheet piles, or a combination of both, will
likely be used to dewater the project site as needed to complete the project.
The culverts at Park Drive are designed with aluminum flap gates to prevent the river
from intruding beyond Park Drive into the basin. This allows the City the ability to utilize
their existing pumps to maintain the -2.0 MSL elevation upstream of Park Drive. During
storm events or breach conditions, upstream of Park Drive will drain by gravity down to
the NWL of the Pamlico River (when the water elevation upstream is greater than the
water elevation downstream, the flap gates open). The culverts are sized to handle a 25-
year storm event without creating excessive backup of water in the basin and to drain at
the same rate as the river recedes after a breach condition. The new design will also allow
for the City to open the flap gates when the river is above its NWL to flush out Jack's
Creek. Although this system is not designed specifically for water quality, it does
indirectly address the issue in a couple of ways. One, the system above Park Drive will
still be pumped down from the NWL of the Pamlico River to the -2.0 MSL maintained
upstream. This allows sediment to fall out upstream of Park Drive in the deeper portions
of the basin. Two, by reducing the depth of flooding and the amount of time the streets
upstream in the basin are flooded; the possibility of contamination of stormwater runoff
from residential and business areas is reduced.
At Main Street, culvert capacity is being increased to prevent the 25-year storm event
from overtopping the street and to allow the basin upstream to drain at the fall rate of the
river after a breach condition. With the new additional culvert, the open area is
Jack's Creek Storm Drainage Improvements Page 2

approximately doubled under Main Street allowing fish to pass through to the basin
between Main Street and Park Drive. The invert of the new culvert will be buried 1 foot
deeper than the invert of the existing culvert to allow the bottom of the new culvert to silt
in naturally, encouraging fish passage. Only the excavation / dredging necessary to tie in
the new culverts will be completed. The Contractor who receives this project will have to
have an extensive dewatering operation to place the culvert. Coffer dams or sheet piles,
or a combination of both, will likely be used to dewater the project site as needed to
complete the project.
In the design of this project, environmental concerns were considered while not
jeopardizing the goal of reducing flooding in Jack's Creek Basin. Sizes of structures,
impervious area added, and the necessary excavation / dredging were minimized while
meeting the intent of the project. The final design will reduce prolonged flooding in
Jack's Creek by allowing the basin to drain at the receding rate of the river.
Jack's Creek Storm Drainage Improvements Page 3
. Form. DCM-MP-1
.APPLICATION'.
(To be completed by all applicants)
b. City, town, community or landmark
6 TY o F 1A/ASI• #AJQ:W JWK5 O.K
1. APPLICANT
a. Landowner:
Name Zla DC
Address Flo, OY fQRAL 10-7 ST,
City WAIMIA14MW State 1VI!,
c. Street address or secondary road number
3eK's CIzEEk Q922VtFS ?T .??PK Dom, r?.3z)
d' M-41AI Sr
d. Is proposed work within city limits or planning
jurisdiction?_ Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) 7MK'_,5 CREEK
Zip x,79& q Day Phone 1-252- 1
Fax / 25•Z- M - LS
b. Authorized Agent:
Name THE W=22nZ aM PAAl y
Address 120 N. SDYL.AW AVM
City RALE1111+ State NG
Zip Z7&Qj? Day Phone I 8.2 -1? 3!
Fax [phone]-A-1
c. Project name (if any) ?AGK'S 1!5R,_5r_
NOTE: PenWt will be issued in now oflandowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County .SEA UFQR-r
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
`i-q"l Box CuLyEr -r .+ NDwfiLGS/M//N WALLS
UNDER PMK 17R ; 1 - .ZO'x 4' VuhL GFLb.
EnrnWALL. 1MM,0VFAff VTS ?47-,0,4/A1
ST. a R17?RA? F'DR ?IOREun1E '?nTFi?Tinnl
b. Is the proposed activity maintenance of an existing
project, new work, or both? $orrt+
c. Will the project be for public, private or commercial
use? TU-BL_I e-
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. RNA is -ro REL1 VE tL=aJ
THE PAtALICn Xive-r- BREACHES BERM AQ
Revised 03195
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract NP u MSSlm
b. Size of individual lot(s) N J&
c. Approximate elevation of tract above MHW or
NWL Cuu/ER-M AfPA9W d WAW ur11-4- AFA&a"/NWL
d. Soil type(s) and texture(s) of tract
F Lt- MkMIKI aL-
e. Vegetation on tract C rRA66 M SAt.JK h7- J?K<
f. Man-made features now on tract &m? STA-nolJ
*?,ot A-r t'3RK J)R, a Box CULyart-r 4- iFoAD AT
AAIW 5,-.
g. What is the CAMA Land Use Plan land
classification of the site? (consufl the local farad use plan.)
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
R(oS - RESIDENTIAL
m. Describe existing wastewater treatment facilities.
N16
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) SvR F
?0oc>rP Fppm SACk"5 CRESK
o. Describe existing drinking water supply source.
1J /A
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
i. Is the proposed project consistent with the applicable
zoning? X _ Yes No
(Anoch zmdj o pfianc, eer6ficare, i(applicable)
j•
Has a professional
done for the tract?
If yes, by whom?.
archaeological assessment been
Yes _? No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? -L Yes No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? NO
(Asada doaoneuadon, if asWlabfe)
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by I1" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Revised 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Addres
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
4.00
• A check for335@-made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy. Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands In
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
-r- 2002
This is the 18 day of 49-
Print Name p,L. WJ `wuc '-i icy
Signature ZA? ".
landowner or Aulho ' gnu
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 43/95
Form DCM-MP-5
BRIDGES AND
CULVERTS ? RK D=1VE
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES. N/A
a. Public Private
b. a of bridge (construction material)
c. Water bb4y to be crossed by bridge
d. Water depth the proposed
NWL
e. Will proposed bri a replace
Yes No
If yes,
(1) Length of existin rid;
(2) Width of existin b 'dg
(3) Navigation c
ling at MLW or
existing bridge?
bridge ---------- -----o
(4) Will all, or /a part of, th existing bridge be
removed? xvlain)
L Will pro ed bridge replace an existin v
Revised 03/95
es No
If yes,
(1) ngth of existing culvert
Width of existing culvert
Height of the top of the existing culvert
the MHVV or NWL
(4) Will all, or a part of, the existing culvert
removed? (Explain)
g. of proposed bridge
h. Wid of proposed bridge
i. Height proposed bridge above
j. Will the pr sed bridge affect
Yes No
If yes, explain
k. Navigation
water flow?
proposed bridge
1. Will the proposed b ' e affect navigation by
reducing or inc g the existing navigable
opening? Y No
If yes, explain
m. Will the pro ed bridge cross w 7 containing
no navigab waters? Yes No
If yes, ex ain
n. 410yecs-'Mr you contacted the U.S. Coast
ing their approval?
Yes No
lease prov ide record of their action.
Form DCM-MP-5
2. CULVERTS
a. Water body in which culvert is to be placed
SACK `5 CREEK
b. Number of culverts proposed 4- - q 1 X to
c. Type of culvert (construction material, style)
?kK; A:-*- T{EtMFD&9R CANCRET X
1:4U VEr'nr -
d. Will proposed culvert replace_ an existing bridge?
Yes X_ No
(1; of existing bridge
(2) Wid existing bridge
(3) Navigation earance and th existing
bridge
(4) Will all, or a ppr6fVwexisting bridge be
j. Will the proposed culvert affect existing navigation
potential? Yes X_ No
ain
3. EXCAVATION AND FILL
a.
FA
SON
MI-y A
b.
e. Will proposed culvert replace an existing culvert?
Yes ,-.,X_ No
(1) of existing culvert
(2) Wid existing culvert
(3) Height of of the ex' ' g culvert above
the MHW or
(4) Will all, or a of, existing culvert be
f. Length of proposed culvert 5.S Fr
g. Width of proposed culvert 43 FT (36 Ft 2ffS)
C.
FbR
y?r
d.
h.' Height of the top of the proposed culvert above the
MHW or NWL INsigs of Dc% is 2. R R A WC NWL
i. Will the proposed culvert affect existing water flow?
_ Yes No
If yes, explain N sF*trt'LY Tii M S CKEM 1S
' DDAMME7Q no ?A'ZK VIZ. ?jZa'E= W l"_&LLOU/ SAA?17Y
Line/ /A/ .90WAISPIB&-T/OJl/
Will the placement of the proposed bridge or culvert
rewire any excavation below the MHW or NWL?
--X_ Yes No NWL = o, 8
If yes, t
(1) Length of area to be excavated 55 Ft
(2) Width of area to be excavated 45 P-+/
(3) Depth of area to be excavated 0 - Al
(4) Amount of material to be excavated in cubic
yards 504- p3 4A
Sty t.6- (Dd lwrmA& of t?At?rE. T.n` &&4vAnow),482?3
Will the placement of the proposed bridge or culvert
require any excavation within: /1(0
Coastal Wetlands SAVs _ Other Wetlands
7((3) ;LUen area to be excav
dth of area cavated
material to be ted in cubic
o
ds
s
Will the placement of the proposed bridge or culvert
require any highground excavation?
Yes No
If yes,-
f(l). Length of area to be excavated 55 R
(2) Width of area to be excavated ¢- fi */
(3) Amount of material to be excavated in cubic
yards 60 )23 `V
?S?E rao-rE ?Z Q SarTOra of 4?e,1r;;TotJ,1. SxurgT?aV?!/?¢
If the placement of the bridge or culvert involve
any excavation, please complete the following:
(1) Location of the spoil disposal area
141AW CR_DUjUb SITE DyMQ 3YrjIV ro.8f
(2) Dimensions of spoil disposal area 'DMP-MIN
(3) Do you claim title to the disposal area?
Y_ Yes No Cr" hopFrN
If no, attach a letter granting permission from
the owner.
AE,iI,ERAL A6TE% Y°?v?Es &ZW 4*4d'D USlN6 D0r/11- r4ei4Al MODEL REPR AVO E4RIV09r, , M i IEP 7V TiE/rt???lf??a?dEeTS,
?•l0'T , 1 ; -rOTA L F_xc.A v.4T10i1 SELoW NW I _ W IT141N $AF 1 n.l (i=)(C Lu D I N G EXcAVq?10tJ \.p t-vM
For, Cur vCRM ,-ISMP AMVE) To 7-le L'UL{iE.QTf /N is 978 ya/3 (THE AMox,
Revised 03/95 DIM£N610% = 8y'by 1591 by IA'DvEp), 7o-Ml- .45V4W4r/ON=/482yd3
/JDTtQ: 74A,G 4ye.4 A7A:l`1 40160 N`VL (EXCLV?/NG EXeAUAT/Or? 101-11mE fee eMA-VF rt
Llsnu> ANOV-0 /,S S/¢ J/q?3(APPRDX. 17iMEN$lONS = /Yo 6yz/'6y 3. s'?6EP)
ToTAL_ EXCAYAr1on/_/,/y?¢yd3
Form DCM-MP 5
(4) Will the disposal area be available for future b. Will the proposed project require the relocation of
maintenance? X_ Yes No any existing utility lines? ,X_ Yes No
(5) Does the disposal area include, any coastal If yes, explain in detail SPRWT- LINES Ifs THE
wetlands (marsh), SAVs, or other wetlands? NTH SNWLDM wILL BE RACW SACK IlJ
Yes X_ No mom SHwmz;-ER ur zez 7771E &9RoFPgDEWAIC
If yes, give dimensions if different from (2)
above. c. Will the proposed project require the construction of
(6) Does the disposal area include any area below any temporary detour structures?
the N1HW or NWL? Yes -?L No Yes X--- No
If yes, give dimension if different from No. 2 ain in detail
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material d. Will the proposed project require any work
described in Item d. above) to be placed below channels? Yes _X No
MHW or NWL? _ x Yes No If yes, complete Form DCM-MP-2
If yes,
(1) Length of area to be filled 52,c ;- e. How will excavated or fill material be kept on site
.(2) Width of area to be filled 7 FF M/Ac¢TQIANC?uGA?sHM? and erosion controlled? A V MA7MVAL-X2&.M
(3) Purpose of fill APRONS wiNSws?tts iPPAy ON srr E E & 9"&6Z c ?srF?T
FDR STA$/L/?J/TION w,n-? N(' ERoS??iV ?rNT'RuL PI PACTk.ES
f.
9-
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within: JiO
Coastal Wetlands _ SAVs _ Other Wetlands
(1) Le area to be filled
(2) Width orea
(3) Purpose;,
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above to be placed on
highground? Yes No
71
(1) Len ea to be filled
(2) Width of area
(3) Purpose o
f. What type of construction equipment will be used
(for example, dragiine, backhoe or -hydraulic
dredge)? _URAGLINE. 5AUV40E ., CARNE
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes No
lain in detail
g. Will wetlands be crossed in transporting equipment
to project site? Yes ?_ No
lain steps that will be talk e-l sn
eh. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
_.Y Yes No
If yes, explain in detail Rip KAP wiLL BE
USED 'TD STA?1 L?1 ?£ tiAN Ate To 'OKE
5yrRE tN E W t?F.AtE Pt?icS ]7lSCkll4f? SEF_
WAW 1 NGS.
Date
Revised 03/95
Form DCM-MP-5
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES' NIA
a. Public Private
b. a of bridge (construction material)
c. Water b6ly to be crossed by bridge
d. Water depth t the proposed cros g at MLW or
NWL
e. Will proposed bri a replace existing bridge?
Yes No
If yes,
(1) Length o4?n
(2) Width o(3) Navigatibridge
(4) Will all, or part of,
removed? CF-xplain) _
underneath existing
existing bridge be
f. Will propof6d bridge replace an existin cult'
No
if yes,
(1) ngth of existing culvert
(2) idth of existing culvert
( Height of the top of the existing culvert
the MHW or NWL
(4) Will all, or a part of, the existing culvert
removed? (Explain)
g. Len of proposed bridge
h. Width f proposed bridge
i. Height o proposed bridge above
j. Will the pro sed bridge affect
Yes No
If yes, explain
k. Navigation clearance
water flow?
proposed bridge
1. Will the proposed a ne2t navigation by
reducing or inc mg stingnavigable
opening? Yk ?-? No
If yes, explain
M. Will the pro sod bridge cross w containing
no navigab a waters? Yes No
If yes, ex ain
n. =Ccerning e you contacted the U.S. Coast
their approval?
Yes No
Jiyes, please provide record of their action.
Revised 03/95
Form DCM-MP-5
2. CULVERTS
a. Water body in which culvert is to be placed
-TAC-K S GREEK
j. . Will the proposed culvert affect existing navigation
potential? Yes _.?._ No
Lain
1
b. Number of culverts proposed 1- 20' X ?' M to
(DUAL 10"O' CELI-5
C. Type of culvert (construction material, style) i
d. Will proposed culvert replace an existing bridge?
Yes -X No
(1) of existing bridge
(2) Wid existing bridge
(3) Navigation earance eath existing
bridge
(4) Will all, or a of, existing bridge be
e. Will proposed culvert replace an existing culvert?
Yes -X- No
(1) of existing culvert
(2) Wid existing culvert
(3) Height of of the ex' g culvert above
the N or
(4) Will all, or afar of, existing culvert be
f. Length of proposed culvert 36 FT
g. Width of proposed culvert S f° - 60 Fl- OPEM)
3.. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes No;
If ?C/WL= O.8 t?
yes,
For,B,* (1) Length of area to be excavated
Owy% (2) Width of area to be excavated SFit
(3) Depth of area to be excavated q Ft 41-
(4) Amount of material to be excavated in cubic
yards' ., -9-180 „S"FE 3
?t/oTiE0d P J0 MMorPAGE torn1. -XMYKT.1!iV=
b. Will the placement of the proposed bridge or culvert
require any excavation within: NO
_ Coastal Wetlands _ SAVs _ Other Wetlands
7(3) Len rea to be excavated
Width of area to Amount ial to be ?ed m cubic
c. Will the placement of the proposed bridge or culvert
require any highground excavatiop?
Y_ Yes No
If yes,.
For (I) Length of area to be excavated 37 Ff
Box (2) Width of area to be excavated F ft/
oNtI>1E Amount of material to be excavated in cubic
yards 90 YPs t/
IS" IW70z @ AprrbAf of AO. exe4ym At-105yd3
d. ;If the placement of the bridge or culvert involves
any excavation, please complete the following:
h: Height of the top of the proposed culvert above the (1) Location of the spoil disposal area
MHW or NWL ia.5LDE 6F aEox /S1.4*4ly- EVENwL ?IAUA bomb-'SITE 0 1 V firrvfIn??.CON4
(2) Dimensions of spoil disposal area
i. Will the proposed culvert affect existing water flow? A5 14Er_e:55A tY
_ Yes No (3) Do you claim title to the disposal area?
If yes, explain rLD W AREA WILL.. $E ?1?kOXl/rIA-??Y ?_ Yes No 8 (?! gp Ty
'Pouj5? ED. F Loy) \N ILL BE Ma Ta 60 If no, attach a letter granting permission from
AND ot-)T of S'ACK'S CRS FROM ;iul? the owner.
G&VFfAL MOM,' VoWMES low 444 ID 051W DA51M, TMAIW AW&-. 9EFRMENrS £WPW6At X?9,VAAD 7V r01141 NON C???E?'T.
AME-6) : 1*744 "CA94770A/ .9&oW NWG wrrlliV 8As/.li?E,YCGvl??Nl> 4yeXy
VoGUiKE FD,e CvLi/EA°_T L1.57W A&VO r -r Mr CULvf?T /,r iS 1S*0 ydJ'
?PP?Dx; DiMFA/S/DAIS =Os'by 90'by I.6'Dr-eP ToTQ- ExcAVAPOW = *30 yd
3
Revised 03195 No7ZQ ; 75_r4-Z_ EX'Z,1G 714A1 AV/,r N WI- (&X&OPIA6 dOLdMF Fde ed611AQ7' P/ 77P
,4/E) JS 6-yd 1, kpproK AMENS IONS x `byfp, S Eby Df.Ef'. T•1G ExcAd?FTxn1=/05yd3
. I
Form DCM-MP 5
(4) Will the disposal area be available for future
N b. Will the proposed project require the relocation of
utilit
lines? Yes N
istin
o
maintenance?_ Yes g
y
any ex
o
(5) Does the disposal area include any coastal If yes, explain in detail A&E//B?P ?jT//.?t1r4L
s, or other wetlands?
wetlands (marsh .&L.? Swmcr yV/LL .3E ?4DD?D 7D WA?L?,Q
)
Yes No ,_-zMirg amb GAS UAUY vAs7,e601 a ?vLvE,eT
If yes, give dimensions if different from (2)
above. c. Will the proposed project require the construction of
(6) Does the disposal area include any are; below any temporary detour structures?
the MHW or NWL? Yes No Yes No
if yes, give dimension if different from No. 2 in detail
above
.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material d. Will the proposed project require any work
described in item d. above) to be placed below channels? . Yes _X No
MHW or NWL? X Yes No If yes, complete Form DCM-MP-2
If yes,
(1) Length of area to be filled S'R t?
e.
How will excavated or fill material be kept on site
(2) Width of area to be filled 3P and erosion controlled? 44NY A1,,47VjAL ?raR
(3) Purpose of fill 'tP `y Jti s- HEADWALL. e}. DN S/TL WILD AE 1W MANNF.F- ?n?,s/ FVT
N»vJr LL w1rd JMG fPQS/GI?t/ CDA(T1P?L ?kACT1«S

f. Will the placement of the proposed bridge or culvert f. What type of construction equipment will be used
result in any fill (other than excavated material (for example, dragline, , backhoe or -hydraulic
described in Item d. above) to be placed within:, NO dredge)? UA iN , BACA 0E, MOM,
Other Wetlands
SAVs
Coastal Wetlands
_
_
I ,
(1) Len .ea to be filled
(2) Width of area to g. Will wetlands be crossed in transporting equipment
(3) Purpose o to project site? Yes_ No
x lain steps that will be take ? ?sen sen
environmen
Will the placement of the proposed bridge or culvert
g.
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes_ No h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
(1) Len ea to be filled Yes No
(2) Width of area led-
in in detail
(3) Purpose of

5 0
4. GENTAAL

o

a.
Will the proposed project involve any mitigation? FV;atur; 4`1
Yes No 11•?° U L

'n in detail
,

Revised 03195
CITY OF WASHINGTON
NORTH CAROLINA
JACK'S CREEK
STORM DRAINAGE IMPROVEMENTS
DECEMBER 2002
MAYOR
L. Stewart Rumley
CITY COUNCIL
Ed Booth
Richard Brooks
Ed Gibson
Emma Howard
Judy Meier Jennette
CITY MANAGER
R. L. Willoughby
ASST. DIRECTOR OF PUBLIC WORKS
Frankie Buck
The
CWooten
Engineering - Planning - Architecture
Raleigh - Greenville - Hickory - Asheboro
r
µµi+!I[r
? f? ?? ? 1... ?"?w t in1'i•?5 i?µi
t FkGI o??"M1 a
P?aECriu>rnecz.

ABBREVIATIONS NOTES INDEX TO DRAWINGS
A AREA LP LIGHT PO
E ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF THE STORMWATER IMPROVEMENTS G1 COVER SHEET
L UNLESS OTHERWISE NOTED.
ABAND /BC AGGREGATE BASE COURSE LWL LOW WATER LEVEL 02 INDEX OF DRAWINGS, NOTES, & LEGEND

O
VE GENERAL
C1 STAKING PLAN
A.F.F. AB
V
E FLASHED FLOOR MAX MAXIMUM
MECH MATERIAL
AP 1, EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY, NOTIFY UTILITY LOCATING SERVICE TO
A C2 PARK DRIVE - SITE/GRADING PLAN AND PROFILE
APPRO% A
PP
TE MATL MECHANICAL MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
ASPH ASPHALT MFR. M/NIFACTUIIER ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES, C3 MAIN STREET - SITE/GRADING PLAN AND PROFILE 0
ASSY ASSEMBLY MH MANHOLE Z
AYG AVERAGE MJ MECHANICAL JOINT THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE C4 PARK DRIVE - DOWNSTREAM HEADWALL PLAN AND ELEVATION
O
ARV AR RELEASE VALVE MN MWMRAI CONTRACTOR, N
At AZIMUTH MON MONUMENT C5 PARK DRIVE - UPSTREAM HEADWALL PLAN AND ELEVATION >
AWWA AMERICAN WATER WORKS ASSOCIATION W
N/A NOT AVAILABLE 2. PROTECT EXISTING PROPERTY CORNER MARKERS, REPLACE DISTURBED PROPERTY CORNERS BY A C6 PARK DRIVE - HEADWALL SECTIONS AND ANTI-SEEP COLLAR SECTIONS AND
B-B BACK OF CURB TO BACK OF CURB N NORTH PROFESSIONAL LAND SURVEYOR,
BLDG BUILDING "AD 83 NORTH AMERICAN DATUM 1933 ELEVATIONS
em MOW-OFF O( ASSEMBLY NO NORMAL CROWN
BOA eLOW?oF
ASSEMBLY xc GRID aoarH CAROLINA GRID
3, TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY, MINOR
C7 MAIN STREET - DOWNSTREAM PLAN, ELEVATION, AND DETAILS
SOT BOTTOM HOGS NORTH CAROLINA GEODETIC SURVEY ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, EXISTING SIGNS, MAIL BOXES, STORM SEWER PIPES, ELEVATION
AND DETAILS
CB MAIN STREET - UPSTREAM PLAN
SW BARB WIRE NO. NUMBER SHRUBS (UNDER 6 FT IN HEIGHT), AND TREES (UNDER 3 INCH IN DIAL REINSTALL ITEMS TO THEIR ,
,
NTS NOT TO.SCxE ORIGINAL CONDITION
TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND C9 NCDOT STANDARD 3-BAR METAL RAIL CONNECTIONS AND DETAILS
CWG CURB AND OMER NOM NOMINAL .
CB CATCH BASIN NWL NORMAL WATER LEVEL RIGHTS-OF-WAY AT A LOCATION AGREED TO BY THE OWNER. INCLUDE COST IN THE PER END POST AND CONCRETE CAP DETAILS
C10 MAIN STREET RAIL POST SPACING
R
N
E
? FOOT COST OF THE UTILITY BEING INSTALLED, ,
CAST
O
N
PIPE OC ON CENTER C11 EROSION CONTROL AND MISCELLANEOUS DETAILS
CI CURB INLET OD OUTSIDE DIAMETER
cLR CLEARANCE O/H OVERHEAD 4. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUC- S1 PARK DRIVE UPSTREAM HEADWALL PLAN AND ELEVATION
MONUM
?IG ORIGINAL
AT TUNES DURING CONSTRUCTION
REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO
CUP CORRlG
TED METAL PIPE , S2 PARK DRIVE UPSTREAM HEADWALL SECTIONS AND DETAILS
CMU CONCRETE MAiONVNY UNIT PC PONT OF CURVATURE ADDITIONAL COST,
S3 PARK DRIVE DOWNSTREAM HEADWALL PLAN AND ELEVATION O ;
0
co CLEAN OUT PM PEDESTAL
CONC CONCRETE PE PLAN END S. FOR NCOOT STANDARDS SEE SPECIFICATIONS. S4 PARK DRIVE DOWNSTREAM HEADWALL SECTIONS AND ELEVATIONS " W
CONT CONTINUOUS PI PONT OF INTERSECTION
CONSTR CONSTRUCTION PIV POST INDICATOR VALVE
S5 MAIN STREET UPSTREAM HEADWALL PLAN, ELEVATION AND DETAILS o
: m
W
CONiR CONTRACTOR P PROPERTY LINE 6, EX. WATER BODY DISTURBANCE SHALL BE MINIMIZED. EX, WATER BODY SHALL ONLY BE DISTURBED v w ,.
W
CON COINER QP POWER POLE IN LOCATIONS SHOWN ON DRAWINGS. S6 MAIN STREET DOWNSTREAM HEADWALL PLAN, ELEVATION AND DETAILS ; W D
CPLL CAROLINA POWER AND LIGHT PRV PRESSURE REDUCING VALVE
CULV CULVERT PSI PONDS PER SQUARE INCH - a o in
PVC POLYVINYL CHLORIDE 7. COMPACT OPEN CUT ROADWAYS, LOCAL AND NCDDT, THOROUGHLY PER SPECIFICATIONS,
D DEPTH PT POINT OR PONT OF TANCENCY m y 0
OI DROP INLET PVMT PAVEMENT 3 r CI
CIA DIAMETER EROSION CONTROL
DIP DUCTILE IRON PIPE R RADIUS
DIM DIMENSION R/W RIGHT OF WAY 1, INSTALL SILT FENCE OVER & AROUND TOP OF EXISTING STORM DRAINAGE INLETS &
DISCH DISCHARGE RCP REINFORCED CONCRETE PPE PIPES IN AND ADJACENT TO DISTURBED AREAS, m m o
DIST DSTA CE REF REFERENCE
T 2. INSTALL SILT FENCE AROUND SPOIL PILES. - w 3
DOT DEPARTMEN
OF TRANSPORTATION REO'O REQUIRED o m
ow DOMESTIC WATER RET RETANNG PROVIDE EROSION CONTROL MEASURES AROUND STOCK / WASTE PILES AND STAGING AREAS AS
DELTA REV REVISED DIRECTED BY ENGINEER.
RPZ REDUCED PRESSURE ZONE
E EAef
3. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH
y2.
APIA REVOLUTIONS PER MINUTE
T
N
FN A:
FIN )
EA EACH RENF REINFORCED SIL
FE
CE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS. L.
?
J
'
EFF EFFLUENT RT RIGHT 4, REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF ?yNr, '" -
R3C
? 3 • i
.
"z4
SV
F
EP EXISTING NON PIPE
EL ELEVATION S/W SIDEWALK
RIP-RAP WITHIN 15 DAYS OF DISTURBANCE, .
(?F''r j
5 „ ra<I JA.
ELEC ELECTRIC SAN SANITARY 5, WHERE AREA MOUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS
EP EDGE OF PAVEMENT SCH SCHEDULE RIP-RAP SHALL BE PLACED MOUND PPE OUTLET AS DIRECTED BY ENGINEER, ?',N `'? -•'
EW EACH WAY SDUN STORM DRAINAGE MANHOLE
E%
EXISTING
SF
BAT
FENCE 6• PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
ON JOINT
E%P
.JT. EXPANSION
SLAT
SHEET LEGEND
z
S SOUTH
F.F.E. FINISHED FLOOR ELEVATION SPECS SPECIFICATIONS SURVEY UTILITIES
FO FINISHED GRADE SO SQUARE U
FH FIRE HYDRANT SS STAINLESS STEEL
EXISTING FEW E%ISTWD NEW
N
ST
FN FINISH STREET
FLG FLANGE STA. STATION
BENCHMARK 0 POWER POLE
p
Z
FM FORCE MAN S7D STANDARD
FP FIRE PR07ECTIN SYM SYMBOL
,QA TEMPORARY BENCHMARK C( LIGHT POLE Z
Z W
W UJ
Q Q
FPS FEET PER SECOND Lsl CONCRETE MONUMENT d GUY WINE O F > Z

FT FEET T TANGENT
SOL BORE LOCATION -c- GAS MAN
a
Y 0 W
3 Q
FTG FOOTING TSAR TEMPORARY BENCH MANN
-,ro-
TELEPHONE FIBER OPTIC
P
Z W Q W

TCP TERRA COTTA PPE
W NON PI
E
S
LLI
- < J
G GAS 700 TEMPORARY DIVERSION DITCH M HUB M TACK 0 Q
CA GAGE TEL TELEPHONE 3 W 40
GALV GALVANIZED TEL PED TELEPHONE PEDESTAL
GAS METER
G m NAIL •
EROSION CONTROL
I N U
Z W
M
TEMP TEMPORARY O NAIL & CAP • >_
O Y LL Vl
GPM GALLONS PER MINUTE THK THICK V a LlJ
OR GRADE TOC TOP OF CURB • PK NAIL • EXIST) NEW } 7 x I'_
CV GATE VALVE TOP 70P OF SLOPE - - DITCH / SWALE F W O
GYP GYPSUM TOW 70P OF WALL
U
Q Z
TP TELEPHONE POLE
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HWA HIGH WATER ALARM O CLEAN OUT

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HYD HYDRANT VCP VffFWW CLAY PIPE
EROSION CONTROL CONSTRUCTION SEQUENCE _s- SEWER LINE W
m
VERT VERTICAL -FS- FORCE MAN
ID NSDE DIAMETER VOL VOLUME 1. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON
N NCH VPC VERTICAL POW OF CURVATURE THE DRAWINGS. INSTALL TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON PLANS. STORM DRAINAGE --
N/HR NOES PER HOUR VPI VERTICAL POINT OF INTERSECTION The
INF INFLUENT VPT VERTICAL PONT OF TANGENCY 2. NOTIFY ENGINEER FOR SITE INSPECTION PRIOR TO COMMENCING MAIN CONSTRUCTION ENSTNC EM
NT INTERSECT OPERATIONS. B INLET Wooten
NY NKRT WA WITH
PS IRON PIPE SET WL WATER LEE
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J. ONCE EROSION CONTROL DEVICES ARE PROPERLY INSTALLED, BEGIN CONSTRUCTION OPERATIONS.
D FLARED END SECTION / Company
WT WEIGHT 0 MANHOLE • --
JB JUNCTION BOX WV WATER VALVE 4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF STORMWATER
WTP WATER TREATMENT PLANT IMPROVEMENTS AND NECESSARY GRADING, INSPECT DEVICES AFTER EVERY RAINFALL EVENT WATER Engineering
KWY KEYWAY WWF WELDED WOE FABRIC AND CLEMOUT TRAPS AND/OR CHECK DAMS WHEN HALF FULL. EXISTNC NEW
wwm WASTE WATER TREATMENT PUNT - Plemung
LF LINEAR FEET 5. AS CONSTRUCTION PROGRESSES INSTALL ADDITIONAL EROSION CONTROL DEVICES AS w GATE VALVE
L LENGTH YI YARD INLET INDICATED ON THE DRAWINGS, CALLED FOR IN SPECIFICATIONS, OR AS DIRECTED BY ENGINEER, M BUTTERFLY VALVE

6
SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN 05) WORKING DAYS) r
a WATER METER
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8. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN
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7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF HYDRANT
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SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA

AND SEED
RMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED PAI 0 AIR RELEASE MANHOLE ,-r r T F
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AXING POINTS (SP) ARE TO THE OUTSIDE
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STAKING NOTES:
1, COORDINATES AND BEARINGS ARE PROVIDED N LOCAL COORDINATES.
2. HORIZONTAL INFORMATION ONLY PROVIDED ON THIS PLAN, SEE EACH
RESPECTIVE SHEET FOR VERTICAL INFORMATION (I.E. TOP AND INVERT ELEVATIONS)
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?C I k +y?•`?14 ,III \1,,?'rI' 9NCe 1999
. i ? ? SHEET NO.
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r I i r WATER LEVELS •2,0'MSL
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TYPE,350 RELOCATION WITH ISPRjNT
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"PUMPING STATLON (E DETAIL)
i, ?iAISjtHPRFE ENVELOPI`\ ' ', j ;w , \ • `\ )FINQRMAL RIVER WATER, LEVEL• 8 MSL `,\ ,17OWNSTRiAM HEWWALL ?-APR0MATE
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BM (SEA 14)
STATION LOCATED IN THE SOUTHWEST CORNER OF
JACK'S CREEK PUMP STATION ALONG HWY NC 32
EL•9.30
q PAW DRIVE
2' AWHALT TYPE S9.58
SURFACE COURSE
5' ASPHALT TYPE 119.08
?NTERHEDUTE COIASE
8• CABC
BASE COURSE
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NOTES;
1. REMOVE AND REPLACE EX, CURB AND GUTTER THROUGH THE LIMITS OF THE
EXCAVATION (APPROX.20'BEYOND PROPOSED CULVERT EACH SIDE). NEW CURB 6
GUTTER SHALL BE INSTALLED AT THE SAME HORIZONTAL AND VERTICAL LOCATION
AS THE EX. CURB 6 GUTTER. CONTRACTOR SHALL COORDINATE WITH ENGINEER BEFORE
INSTALLATION OF NEW CURB 6 GUTTER, TIE NEW CURB AND GUTTER TO EXISTING,
2, ASPHALT SHALL BE SAW CUT AT THE SAME LOCATION AS THE CURB AND GUTTER, REMOVE
ASPHALT AND REPLACE IN ACCORDANCE WITH TYPICAL SECTION. EXTEND ASPHALT PATCHING
ONE FOOT (0 BEYOND SAW CUT ON EACH SIDE( APPROX. 1" OF TYPE S9,50).
3. GUARDRAIL, STRUCTURAL ANCHOR UNITS, AND APPURTENANCES SHALL BE INSTALLED PER
NCDOT STD. 862.01, 862.02 6 862,03. GUARDRAIL SHALL FOLLOW THE ALIGNMENT OF THE EX,
CURB AN GUTTER AND TAPER AWAY FROM CURB LINE PER PLAN. TYPE 350 ANCHOR
UNITS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
4, CUT SLOPES NECESSARY FOR INSTALLATION OF BOX CULVERTS SHALL BE 1,5'1 MIN,
DEVIATIONS FROM THIS, IF NECESSARY, SHALL BE AS APPROVED BY GEOTECHNICAL ENGINEER.
5. CONTRACTOR SHAT CONTACT SPRINT TO COORDINATE WORK PRIOR TO COMMENCING WORK.
SPRINT CONTACT INFORMATION;
ROBERT B. DUNN, CUSTOMER SERVICE SUPERVISOR
SPRINT
3718 HWY 264 EAST
WASHINGTON, NC 27689
OFFICE • 1.252-946.9155
MOBILE • 1.252.945.0070
E-MAIL - roberLb.dunnBmoil,spr!nt.com
•_? 6. CONTRACTOR SHALL BE AWARE THAT WATER LEVELS UPSTREAM AND DOWNSTREAM WILL
aC . ,r (1 =' FLUCTUATE DURING CONSTRUCTION. UPSTREAM LEVELS WILL SIGNIFICANTLY INCREASE DURING
• f4= 1 E RAN LEVELS PRIOR TO BASIN BEING PUMPED DOWN, DEWATEAING OPERATIONS SHALL CONSIDER
'I t THE POTENTIAL FOR HIGH WATER LEVELS.IF CONTRACTOR'S DEWATERING OPERATION IS
COMPROMISED DUE TO HIGH WATER LEVEL,THE A)DITIONAL.DEWATERING REQUIRED TO COMPLETE
$$$ ,yL. - WORK WILL BE AT NO ADDITIONAL COST TO THE OWNER,
7, NO CONSTRUCTION IS ALLOWED IN THE PUMPING STATION DISCHARGE ENVELOPE,

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18" MIN. CLASS "I" RIPRAP :\?\'• NEW TIMBER PILE
'JANK STABILIZATION SUPPORT 18'FROM
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\\ REMOVE EX. SIDEWALK `i UPSTREAM
THIS SECTION. REPLACE ' I'• SECTION II
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ATION OF
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APPROX.
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/ 8000 STD.EA
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CAP
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NOTES:
1. DO NOT DISTURB EX. DOUBLE CELL BOX CULVERT EXCEPT WHERE NOTED
OR AS APPROVED BY ENGINEER,
2. SEE NOTES ON GUARDRAIL ON SHEET C2.
3, A 15' TRANSITION ROADWAY SECTION EXTENDS FROM THE WEST EDGE
OF THE NEW BOX CULVERT. THIS TRANSITION SECTION SERVES TO
TRANSITION BETWEEN THE EXISTING ROADWAY TO THE NEW PAVEMENT
SECTION OVER THE NEW BOX CULVERT,
4. THE NEW PAVEMENT SECTION ACROSS THE NEW MULTI-CELL BOX
CULVERT SHALL VARY ONLY AS NECESSARY (PER PLAN) FROM THE
EXISTING PAVEMENT,tEW CENTERLINE ELEVATIONS SHALL MATCH
EXISTING CENTERLINE ELEVATIONS.
5. EXISTING UTILITY CROSSINGS UPSTREAM OF BOX CULVERTS SHALL NOT
BE DISTURBED EXCEPT AS INDICATED. DAMAGE TO THESE UTILITIES WRING
CONSTRUCTION SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE
OWNER.
6. CONTRACTOR SHALL BE AWARE THAT THE RIVER WATER LEVEL WILL
FLUCTUATE DURING CONSTRUCTION. DEWATERING OPERATIONS SHALL
CONSIDER THE POTENTIAL FOR HIGH WATER LEVELS. IF CONTRACTOR'S
DEWATERING OPERATION IS COMPRISED DUE TO HIGH WATER LEVEL, THE
ADDITIONAL DEWATERING REQUIRED TO COMPLETE WORK WILL BE AT NO
ADDITIONAL COST TO THE OWNER.
7. THE BOX CULVERT TOP ELEVATION IN THIS LOCATION IS CRITICAL IN
ORDER TO ACHIEVE 1'/t" MIN, ASPHALT DEPTH. CONTRACTOR
SHALL CONSIDER DURING INSTALLATION OF BOX.
fE MAIN STREET
U'•6" .h I2'•G" .l•
2" TYPE 6938 ASPHALT
SURFACE COURSE
3" TYPE I19.08 ASPHALT
INTERMEDIATE COURSE
:/A 1 FT '/47/ FF

7" CONC 8' CABC
CAP BASE COURSE 30" CURB
-RETAINING 4 CUTTER
WALL TYPICAL STREET SECTION
SCALE: NTS
Maw STREET
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(a NEW BOX CULVERT) BOX CULVERT
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120 Nofth Boylan Aw,
RWvI91ANC 27802
stir:- 1990
SHEET NO.
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5'•3'11&e REINFORCED CONCRETE 1 0 9 -0" :9" 1'-0
SP +3 (SEE BOX CULVERT (TYP)
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BY STA NGWELL OR APPROVED EQUAL,
T ""01- -4
S.S. SAFETY CHAIN FOR J' 8 SECT DNS, J'x 5'-5Y4" EX
INGRESS/EGRESS (TO BE _ (SEED TAIL SHEET S4)
PROVIDED BY RAILING
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\ I _ (TYP.OF 4)
1w I' oI I < Engineering
INVERT CUT • BOX CULVERT
E 0
-11- . .
EN 1 -71
____.... ? _----_-_...,. ___--_-_____ ________ _..-_-_--_..____-_ .___°_.__.. _. __..---__..TOP OF APRON Manning
EL•-3.40
M ° ArohiUYCWre
_...--- - .. ... -- ---._. _..-----' -'-- ......------. _--- -rJ'?
--??--•_-- \ -9'x 6'ALUMINUM 6 x 3 C47 CONSTRUCTION , r ;3?d7 ..//??? 120 North BoyfurAw.
ONCRETE FLAP GATE CHANNEL IRON JOINT ',?f p ! R.Migh. N.C. 27603
ATFORM ITYP, OF 41 (TYP, OF 8) N !{ ,I'.L yJ U
( YP. OF 51 3H=1930
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1;'/'y ?ZY 1 r ;.
- ,tsar„
FI FVATION
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BACH OF CURB
FACE. OF HEADWALL

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SEE SHEET C10) 47'-0" /

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ANTI-SEEP HEADWALL \7
CO
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Engineering
Planning
Arch-•_
lea NDM Bolm Am.
RAIBh•Mr
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slow less
SHEET NO.
SAFETY CHAIN
(TYP.OF 2) NCDOT STD
3 BAIT METAL RAIL.
I? (SEE DETAIL SHEET C9)
WIRE HHOISTDRUM III I? 4" THK, n j
(TYP. OF 4l ?I tlil CONCRETE h 30" CURB &
SIDEWALK ROPE VARIES
TOP OF HEADWALL / SIDEWALK PER PLAN
30" CURB GUTTER
it 1. /1
& . L , TOP OF HEADWALL/SIDEWAL _ v CUTTER ITC?yr.!.L- CABC
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6 x 3 C47 CHANNEL CONCRETE
FILL / ,( !•.:? •\<! ?/ ,l VK? '? ;"?Iv
HOT DIPPED GALVANIZED PLATFORM 2. /-'8 r x F:bar COMPACTED
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(BOLTED TO WALL S.S CABLE # ;4 Y
PER SPECS.) ASSEMBLY 9'v6'PRECAST
(2 PER REINFORCED CONCRETE
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D-SNAP SAND
TOP OF CHANNEL RING Vt S. S'
EL•2.60 .I EYEBOLT
9'x 6' I.D. ALUMINUM 9'v 6' PRECAST ITYP.I
(CAST INTO o ]" WEEP HOLE
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CONCRETE BOX - / RYP.)
u( ONSTALL PER I 3" w CULVERT
MANUFACTURER I 2.•6„ ?WEEPHOLE GRAVEL WRAPPED IN
b RECOMMENDED-
ACTIONS) INVERT IN - BOX CULVERT 3" WEEP •>r' FILTER FABRIC
b n EL_ -2.0 HOLE (TYP.) (TYP.)
INV OUT OF BOX 81-0.1, CULVERT 1, 1
1-0' N nn TOP OF APRON
EL • •0 -- yd a ?.., S +. r.`
EL-2.40 V
TOP OF APRON
7
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EL ••3.40 `do n U'e(} m ?k ? r?. r ? hx 1p. :9; >ti .:/ f'\ //? /v, ?/ / ,.,/? / i>? i,•//v//?i
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GROUND
a SECTION e SECTION
C4 SCALE:%" • 1'-0" C SECTION
11 C5 SCALE%" • I'•0" 11 C5 SCALE: %" • 1'•0"
.r-ASPHALT PAVFLIFNT

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9" ' 01 9" 9'x6'PRECAST
REINFORCED CONCRETE

17 BOX CULVERT
CONCRETE

X
/
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UNDISTURBED EARTH

(SECTION (BTWN. ANTI-SEEP COLLARS)
C5 SCALE:W • V-0„
1
EDGE OF
BOX CULVERT
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REINFORCED CONCRETE
BOX CULVERT /
/
/ 1.5
// li4??CH/.//f<
LIMITS OF
m EXCAVATION
POUR CONCRETE
IN UNDISTURBED
NATURAL GROUND
E ELEVATION ANTI-SEEP COLLAR
C5 SCALE; e?" , T-D"
Not l lk-1,1
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ASPHALT PAVEMENT
CABC
-.---- -
CONCRETE
---
COLLA °
ANTI-SEEP
COLLAR
(TYP.)
9'x6'PRECAST
REINFORCED CONCRETE °
BOX CULVERT
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n ANTI-SEEP COLLAR @ BOX
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The
Wooten
Company
Engineering
Planning
Architecture
120 Nb,%h Boyl nA-
Rsleied, MC 271309
9nn 1939
SHEET NO.
C6

Vi' EXPAN'.
JOINT
CONCRETE
CAP
1" CHAMFER ON
ALL EXPOSED
EDGES (TYP.)
° OF BOX CUL1
2.97
3" -P
WEEP °
HOLE N
n SECTION
? II
I 'I
I II
MULTI-CELL PREPASif REINFORCED
CONCRETE POX:,CULVERT
I II
TRANSITION ASPHALT
ANCHOR PLATE PER
NCDOT STD, 862.03
(SHEET I OF 6)
EX. RETAINING
?.--------- --- ---------- WALL i 3.3-

- o
I I n
TRANSITION Q, \
SECTION C7 - -'
RETAINING B
WALL C7
CONCRETE TRANSITION
SECTION (ELEVATION
VARIES) TOP/END OF CAP
EDGE OF - BEGIN RETAINING WALL
PAVEMENT EL • 3,84
CONCRETE
CAP
/2
EXPANSION Q.
JOINT W
CL
h
TOP OF FOOTING
EL • •4.86
SECTION
SCALE: %" • 1'•0..
TIE TO EX.
RETAINING WALL
EL • 3.S0•\•
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SOP 2FgED QPLVERT
._- .'...- -
1I I I I I
II II II ,I I
II ? i' II 111
L Y' WE
HOLE
(TYP.)
TOP OF FOOTING
EL • -4,66
CONSTRUCTION
JOINT
I I REMOVE EX. RETAINING
L IN AREA WHERE
WALL D
! I WALL ARE TO BE
INSTALLED
10'x 7'CELL i I 10'x 7'CELL
II
I I'
I li
I.
WEEP
HOLE II II
(TYP.OF 4) CONCRETf"ICAP I ?I
\ EXPANSION
`-SP e7 JOINT 2" PRECAST
(SEE SHEET C1) OFFSET ON END
---- OF BOX C
NOTE C7
PROVIDE PRECAST END
SECTIONS FROM FACTORY
WITH OFFSET AS SPECIFIED.
PLAN
NEW 3-RAIL CONCRETE SCALE,'/B' • T-0" NCDOT STANDARD
END POST (SEE DETAIL / 3-BAR METAL RAIL
SHT C10) ,SEE SHT C10 FOR
^_ - SPACING)
`24" OF e57 STONE--/
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EL • 3.9? 5
EX. HEADWALL CABC (8" MIN.)
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a\yrA \,V', "",SiM7ftr SELECT COMPACTED
'U1Y72 FILL MATERIAL
4N'dRY)?91'11RBED i. VARIES PER LIMITS
;r, v Eqg` ihi OF EXCAVATION,
24"-•57 STONE n SECTION
C7 SCALE," • I'•0"
-SUBGRADE
UNDISTURBED
EARTH
Fx, Cnncrelc End Pest
to bn rrmnvcn
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CONCRETE CAP
III
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75
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APPROX.EDGE
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. OF 4)

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,
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System to be raplaced
N/ 3-Bm MrIVIHmI
Svstem

10'x ]'CELL
IJO4MM_RIVFn NFfi BOTi OM__
ELEVATION
SCALE, %" • 1'-0"
REMOVE THIS SECTION AND
1/2" EXPANSION REPLACE WITH CONCRETE
JOINT CAP
Ex. Concrete
End Post
T x 5,-8., .,?
P•einiorced Lbncrele
Box Culvcrl
_ immG•ceNl
REMOVE THIS SECTION
AND REPLACE WITH
CONCRETE CAP
-TOP HEADWALL
EL • 3.95
REMOVE THIS
R
- rCAP EPLACN W1
REPLACE W/
CONCRETE
I"

-EX. CONCRE TIE
HFADWAI.1
1/2" EXPANSION
JOINT
r m
1 m m m
r,
ACAS
INSTALL NEW
POST IN EX. 8 AL F E
nr?ru,?el ew. a 2-RAIL ANCHORS( 214l19 3 2
IT? I ?\ z
O
In
LIMITS OF
EXCAVATION
REMOVE THIS SECTION
rD REPLACE W'TH
ONCRETE CAP
I
rort a c:"?rele
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EX. 2-BAR METAL RAIL
TO BE REMOVED AND
REPLACED WITH
3-DAR METAL RAIL
N
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EX. CONCRETE END POST
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CAP

(}r (ICrrly -- -
PLAN
NEW 3-BAR
METAL RAIL
NEW CONCRETE
7--? END POST
2'•6"

r APPROX.EDGE
OF PAVEMENT
I
CONCRETE CAP
--CUT OUT IN CONCRETE 7
CAP TO B FIELD LOC TED
BY NGINEER. INVERT 10 BE
DETERMINED ONCE LOC TED.
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3" PVC DRAIN
(L GATE EVERY -TO OF EX. IETAINING WALL
c. n r x (EL VA110N VARIES WITH ROAD)
N I( I
I/2' EXPANSION-/
JOINT
TIE TO EX./
HEADWALL
SP •8 J
(SEE SHEET Cl)
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ELEVATION
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The
Wooten
Company
Engineering
Planning
Architecture
120 NnWI eo)ien Are,
IMagh. NC 27803
5-7835
SHEET NO.
r7
a SECTION
C7 SCALE, 1'•O"
. 3..0..,/• .

1 I ?
I ! -a I F
MULTI-CELL PRECAT REINFORCED
CONCRETE BOX CULVERT
II ? I I
II I I
I I I NEW 30"
TIE TO EX. ; ^ I CURB 6 GUTTER,
c=. a-n'= s' X^ I I CONCRETE 10'x 7 'CELL I I 10' x 7' CELL TRANSITION CURBING
taa v" 9a• in > I TO EX. CURB (SEF SITE
P?a,e I STRUCTURE I r I I PLANT
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II I II j
TRANSITION
FF. [.x..xrxl< I/2" EXPANSION Z--r-
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S-DE'bALK
1
J V2" EXPANSION
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C 5• PRECAST n !
OFFSET ON END
EX. CONCRETE C8 OF BOX • 6„ c
END POST A NCDOT STANDARD 1
TO BE REMOVED C8 3-BAR METAL RAIL * 1
TIE TO EX, CONCRETE 10'4"\
HEADWALL r
• NOTE q,
PROVIDE PRECAST END
SECTIONS FROM FACTORY B I 't'ti
WITH OFFSET AS SPECIFIED CB NO
PLAN
SCALE, %" • V-O" 2'•5.4"
Ex. 3-BAR METAL RAIL
SYSTEM TO BE
REMOVED 8 REPLACED
EX. CONCRETE POST
TO BE REMOVED NCDOT STANDARD
3-BAR METAL RAIL
TOP OF HEADWALL ISEE SHT C9 FOR
EL • 4.52 SPACING)
fit,
Ead Post -
INSTALL NEW (-'??'"`•"` I CONCRETE CAP / SIDEWALK -
3-BAR RAIL _0_
I.-. --'
POST IN EX. / 6'•0" 2'•3"
RNL ANCHORS J
ED OF PAVEMENT,
TIE TO EX. PAVEMENT APPROX. EDGE
OF PAVEMENT 10" 10'•0" XI" .y IIVI
'T ITYPTConrrelr tlw 3" WEEP
mv:•t
HOLE
00
10'x 7'CELL r 10'x 7'CELL
i 9
ELEV.• •3.65'•t
LIMITS OF
?/1?;,a
EXCAVATION
24" OF •57 STONE --- CONSTRUCTION
ELEVATION JOINT
SCALE: )/a" • V-O"
NEW 3-RAL CONCRETE
END POST (SEE DETAIL
SHT CIO)
3' PVC DRAIN
(TYP. OF 4)
TOP OF HEADWALL
1 /CONCRETE CAP
EL • 3,95
EDGE OF PAVEMENT
?6" BELOW BACK OF CURB
CURBING DEPTH FROM EDGE OF
PAVEMENT TO TOP OF CURB WILL
VARY. CURBING SHALL BE INSTALLED
SUCH THAT THE NEW CURBING TIES
TO THE EXIST. CURBING ON THE
2'-0" VARIES EXIST. BOX CULVERT (DEPTH-714"-/-)
PER L AND TIES TO THE NEW TRANSITION
CURBING (DEPTH-6"-/-)

MFER ON AL
I" CH CONCRETE
A
L
EXPOSED EDGES SIDEWALK
(TYP,) BACK OF

VARIES
PER PLAN
I I.
%x'VFT MIN. CURB ASPHALT

(DEPTH
0
VARIES
ARIES)
V
. e
a >
o l6"•7q 9
n TOP OF BD% CULVERT
- a
c e
n
ELEL • 2.9 . a . e. , e'
. n
i ! e (t o n' • s.
CONSTRUCTION
JOINT
i

3" WEEP °
? HOLE
e
es. (TYP. OF 4)

a SECTION
C8 SCALE; %" • I'•0"
T _OFFFFOODNU
EL • -4.86
24" OF
57 STONE
SUBGRADE
N
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O
N
W
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CONCRETE CONCRETE

CAP SIDEWALK
VARIES

VARIES PER BACK OF
P -R
PLPN PLAN CURB
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4.52 MIN, ASPHALT
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a
EX. HEADWALL
CABC (8" MIN.)
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~
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The '
Wooten
Company
EnA!neenng
Planning

? eq ;
eg,T'7 Architecture
WW L
120 North 9oyfan Am
ftemh, N.C. 27603
,+ i9
^t ?I dy'tk' 1 +J.
IK hh ?, 3 y?..' r {f. Sk- 1930

I SHEET NO.

/-B`? SECTION
CB SCALES %° • 1'•0"
ANOIOR I63DY4YJ
NOTE,
NOTE,
R. xCipN.
SE0 PARK SECTIONARTHRU RAIL
4?r
I
e"
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•
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1
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SECTION THRU RAIL
0 MAIN STREET-EAST
(DOWNSTREAM)
i?Ed ' 4
X=•I 'r- ?
FRONT •I PLATE
SHIM DETAILS
bRM W? OF WE awc[ PEWITU MEK OR
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XOTTO 70 ME OF kAIE TO
?. a
SE0CTIi AIN STREET L
(UPSTREAM)
ae•
RIVET DETAIL
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11 OQ
PLAN
4

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FRONT ELEVATION SI DE ELEVATION
DETAILS OF POST
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FRONT ELEVATION SIDE ELEVATION PAN
POST BASE DETAILS
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BOTTOM RAIL CAP
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S ASSEMBLY
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( _ASSEMBLIES REQUIRED l cmow •eorx rAAf
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END VIEW PLAN VI
BOTTOM RAIL EXPANSION BAR
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BACK ELEVATION
TOP b MIDDLE RAIL EXPANSION BAR
( k?--j
TOP Aa MMAN
6'
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ND VIEW
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AAM
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INSERT a
• [Aa *EL EP AnurelrAT a xrx tB
raAaF fr4t a4ELOP THE x4Sl[ Aa xC1AX
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(FOR TOP W MIDDLE All 7 FOR BOTTOM ANl I
NOTES
ACCORDANCE WITH THE REOUAFMENTS OF THE GENERA NOTES NA THE FOLLOWING SPECIFICATIONS FOR
MATERIAL ON AL STRUCTURES ON THE OJECT FOR WHICH META RAIL IS DESIGNATED.
MATERIAL FOR POSTS, BASES AND RALS, E%PANSION BARS AND CLAMP BARS SHALL BE ASTM 8221 ALLOY 6061-76.
PONT COLD DRIVEN AS PER DRAWING.
THE BASE OF RAIL POSTS, OR ANY OTHER NAWIN SURFACE N CONTACT WITH CONCRETE SHALL BE THOROUGHLY
MATERIAL AND GALVANIZING NE TO CONFORM TO THE FOLLOWING sPECIfICAnON51
RIVETS, RIVETS SHALL MEET THE REQUIREMENTS OF ASTM A602 FOR GRADE 1 RIVETS;
RICH PAM MEETING TIIF REQUIREMENTS OF FEDEflA SPECIFICATION MIL-P-26915 USAF TYPE I, OR OF
FEDERAL SPECIFICATIONS TT-P-641,
SHIMS- SHIMS SHALL MEET THE REQUIREMENTS OF AS1M A570 FOR CflAOE 37 OR A611 FOR GRADE C AND
SHALL BE GALVANIZED N ACCORDANCE WITH AASHTO VIII.
RAILING 9ULl BE CONiNJWS FROM END POST TO ETA POST OF BRIDGE, EACH JOINT W RAIL LENGTH SHALL
FOR END OF RAE TO CLEAR FACE OF CONCRETE END POST DIMENSION, SEE THIS SHEET ALLOY
INLESS
STEEL
.WAS
305
RAIL TIE PEOIWELIEN 6LOF ABTM FB44T E aPT THEY SOS BE MADE FROY?iLL0Y?704 STNtAE56 9TEE ALL MEET
CERTIFIED AEA REPORTS ME REQUIRED FOR RAILS NA POSTS. SHOP INSPECTION IS NOT REQUIRED.
SPECIFICATIONS.
CURVED RAIL USAGE- WHERE RAILS ARE TO ff USED ON BADGES ON HORIZONTAL NA/ql VERTICAL CURVATURE
THE CONTRACTOR MHESAY AT HIS OPTION. HAVE TIE RE RED CURYAILWE IN THE RAIL FOAMED N THE SHOP OR
TOHEEAPACH PEARNAE OF TIE?POST AUTMR 4NN VISIBI.EnIF1ER PAIL R? THAT IT DOES NOT DETRACT FROM
SHIMS SHALL BE USED AS NECESSARYFOR POST ALIGNMENT. -- -
ALLOY 6751-T3 MAY BE SUBSTITUTED FOR ALLOY 6061.76 WHERE APPLICABLE.
MINOR VARIATIONS N DETAILS OF META RAIL WILL BE CONSIDERED. DETAILS OF SUCH VARIATIONS, IF
0.i THE CONTRACTOR'S OPTION METH. RAIL MAY BE QTHER AUMINLN OR GAVNN2ED STEEL W
THE ALTERNATE wTEAIALSI HOWEVER, THEPRCONTRACTOR WILL -BEAEOUAED TO USE THE SAME RAIL
ALUMINUM RAILS
wTEAUY. FOR RIVETS SHALL BE ASTM 8116 ALLOY 6061.76. RIVETS SHALL BE STANDARD BUTTON HEAD AND CONE
COATED WITH AN ALUMINUM IMPREGNATED CAULKING COMPOUND OF APPROVED QUALITY.
wTEAUI FOR SLAMS TO BE ASTM 8209 ALLOY 8081.76,
GALVANIZED STEEL RAILS
PORT, PDSi BASES, A085, E%PMSION BARS AND CLAMP BARS ' AASHTO 4270 GRADE 36 STRUCTURAL STEEL
CAVN62FA TO AASHTO 4RI,
THE WT ENDS OF GALVANIZED STEEL RAILING AFTER GRINDING SMOOTH SHALL BE GIVEN TWO COATS OF ZINC
Rill CAPS, RAIL CAPS SHAT MEET THE REQUIREMENTS OF ASTM A570 FOR GRADE 33 OR A611 FOR GRADE C
AND sxNL BE cuvNW2EO IN ACCORDANCE WITH AASxro Mtn,
GENERAL NOTES
BE SPLICED AS DETAILED, PANEL LENOTXS OF RAIL SHALL BE AT7AWED TO A MINIMUM OF THREE POSTS.
PLACE ONE JOINT SPLICE JUST AEYONO THE JAO RK POST FROM EACH END, TYPICALLY 14-FROM THE END.
PLACE OTHER JOINTS AS NEEDED.
META RAIL POSTS SHALL BE SET NORMAL 10 CURB GLADE,
METHOD OF MEASUREMENT FOR META AA1LB1 FOR LENGTH OF ZETA RAILS TO BE PAR) FOR, SEE THE STANDARD
N THE FIELD. N ETi EVENT, THE RAC 9X/LL CONFORM WITHOUT BUCKING OR KINKING TO THE REQUIRED
CURVATURE W A UNIFORM NPNrER ACCEPTABLE TO THE ENGINEER.
TO INSURE FUTURE IDENTIFICATION OF THE fMAICAtOA,A PERMANENT IDENTIFYING MARK SHALL BE PLACED
SIRED, $HALL BE SUBMITTED FOR APPROVAL.
THE erWenaa tow5[x MIaItA Harr wNL m,mr OF M rouemB m,PaAMe:
STRUCTURAL CONCRETE ANCHOR ASSEMBLY ? .
A. FERRULES SILL BE MADE FROM STEEL MEETING THE REQUIREMENTS OFFOR
AND
THE % 2t GALVANIZED BOLTS LAID WASHERS. THEY SHALL CONFORM TO OR
SHALL BE APPROVED BY THE ENGINEER.
D. WIRE STRUT SHOWN N THE ALLOWABLE SIZE AND SHALL HVE CONCRETE MINIMUM TTENSES ASSEMBLY OF 00A00 PSI

NOTES
,M
?wnxyA?(

GRAD AgSH1A"F0ERRULE N1A9S
1tL14 Ay0 SHALL HAVE A WNBAA LENGTH OF THREADS OF 2"
s:, r: •:'
u'
?
?r??
Y
`%?Qdj ?,•J,
Ii'FOA Ye fEAR1A.EA .,
.
.
.
B. 3 • ?"' • % 41/t" BOLTS WITH WASHERS. BOLTS SHALL CONFORM TO THE t1EgIREMENTS
A THE CONTRACTOR'S
R
BE GA
VANIZED
OF ASM A70 . a01T5 AND WASHE
S SHALL
L
.
OP ASTAY>1E55 STEEL BOLTS NA WASHERS MAY BE USED AS AN ATERNATE FOR
E%C THE MECNANCA REQUIREMENTS O ASTM A307. THE USE O THIS ALTERNATE
SHALL BE APPROVED BY THE ENGINEER.
C. 2 - Z • % 71j" BOLTS WITH WASHERS. BOLTS SHALL CONFORM TO THE REQUIREMENTS
AT THE CONTRACTOR'S
BE GA
VANIZED
,
OF Y A70 , BOLTS AND WASHERS SHALL
L
OPTNjNII55 STEEL BOLTS NA WASHERS MAY BE USED AS AN ALTERNATE FOR
°,,STAIN
THEY SHALL CONFORM TO OR
J
WASHERS
°
BO
TS
.
N
THE
% 2 GALVANIZED
O
L
E%CE THE CNAfACA REQUINEYENTS Of ASTY A307, THE USE OF THIS ALTERNATE

E. THE META RAIL ANCHOR ASSEMBLIES TO BE NOT GIPPED GALVANIZED TO CONFORM TO
REQUIREMENTS OF AASHTO Mill.
F. THE COS/ OF THE META RAIL NIOIOR ASSEMBLY WITH BOLTS AND WASHERS COMPLETE
N PLACE SHALL BE INCLUDED N THE PRICE WD FOR LINEAR FEET OF META RAIL,
C. BOLTS TO BE TIGHTENED ONE-HALF TURN WITH A WRENCH FROM A FINGER-TIGHT POSITION,
A. I/t'"PLATES SHALL CONFORM TO MS$X?TVO,LN270 GRADE 36 AND SHALL BE GALVANIZED AFTER FABRICATION.
MEET TIE REQUIREMENTS Of ASTM FB44 EXCEPT THEY SHALL BE MADE FROM ALLOY 704 STAINLESS STEEL.
SHALL BE INCLUDED ?I THE VARIOUS PAY ITEMS,
SOLT 10R BOLT6 DOwELS'. FIELO•TEBTN OFLIHE SEE NHE?SIVE ? PROVISIONS
STRUCTURAL CONCRETE INSERT
A. FERRULES SHILL BE LAME FROM STEEL MEETING 'THE AEWNUIENiS OF MSHTO MBA, GRADE 12114 LAID
SHALL BE APPROVED BY THE ENGINEER. --" - - -
C. SHR/LISHAVE AXOMO 1N TEENGCf B?iRE CTH?? IMOO?OOD PS?TNL IS THE M6BRPI ALOWABLE SITE AND
NOTES
META RAIL TO ETA POST CONNECTION
THE METAL RAIL TO END POST CONNECTION SHALL CONSIST OF THE FOLLOWING COMPONENTS;
B, ?EARULES SI?WLCENCAGE A"RTX I?" BOLTEWITH 2?" 0 D WA? SIEAN PLACE ITTFIE?1" ?% qA", THE
BOLT SHALL HAVE N. C. TH Ab3.
C. CM SCREWS FOR RAIL ATTACHMENT TO ANGLE SHALL CONFORM TO THE REQUIREMENTS OF ASTN i597 ALLOY
305 STAINLESS STEEL. CAP SCREWS TO BE CENTERED W SLOTS AT 60'F. WASHERS FOR fl/ll ATTACHMENT SHALL
D. STNANA CLAMP BARS (SI:f THIS SHEET ).
THE COST OF THE SiMOATiD CLAP SIRS ILA CAP SCREWS USED N THE META HAIL TO END POST CONNECTION
SHALL BE INCLUDED W THE LINT CONTRACT PRICE BD FOR LINEAR FEET OF 7 BAR META RAIL.
THE }'A° STRUCTURAL CONCRETE INSERT WITH BOLT SHALL BE ASSEMBLED N THE SHOP,
THE FAST OF THE -7"' STRUCTURAL CONCRETE NSEAi ASSEMBLY, AND THE I/B" PLATES COMPLETE W PLACE
THE CONTRACTOR, AT XB OPTDN, M0.Y USE IN ADHESIVE BONDING SYSTEM W LIEU OF THE 57AUCLTURAL
CONCRETE NSERi EMBEDDED N THE ETA POST. IF THE MHFISIVE BONDING SYSTEM IS USED, TNE EB'i'• % 1K"
BOLT WRXWASHER SSyy??AALL AE p?EEPLACED WITH A ?"• N 6 OLT AND O.D.WASHER ALL BP CPICATDNS
BOAWO SYSTEM IS
iORT++JDIE51 ELY?NAHOflEO HVg
NOT AEOUBED,
NOTES
THE STRUCTURAL CONCRETE INSERT ASSEMBLY SXNI CONSIST OF THE FOLLOWING COMPONENTS,
SHILL HAVE A 1EMAIAI LENGTH O TNEN35 OF p',
8. i • ?'i' • % Pb" BWi WITH WASHER, BOLT SHALL CONFORM TO THE AEWBEMENTS OF ASTM A707, BOLT
AND WASHER SXAL BE GALVANIZED. AT i CONTRACTORS OPTION, STAINLESS STEEL BOLT AND WISHER
MAY BE USED AS AN ATEANATE FOR THE" • % 1y" CAVNd2ED BOLT AND WASHER. THEY SHALL
CONFORM TO OR EMCEED THE MECHANICAL OUR ?NTS OF ASTY ,1307, THE USE OF THIS ALTERNATE
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,Q NCDOT STANDARD
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R CONCRETE
1'• INSERTS
?? I ( IS NOTEI
PLAN
END POST FOR THREE BAR RAIL - PARK DRIVE
CONSTRUCTION
JOINT
END VIEW
BAR NO. SIZE TYPE LENGTH WEIGHT
(LBS)
El 2 •7 1 3'•5" -,4
E2 2 -7 1 4'•0' 16
E3 2 -7 1 4'-7" 19
E4 2 •7 1 5.1" 21
ES r7 1 X
FI -7 SIR X
F2 •7 SIR X
F3 -7 SIR X
F4
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F6 •7 SIR X
CLl65 AA CONGiETE CU YDS.
3 BAR METAL RAIL POST SPACING
(DOWNSTREAM)
(SEE NCDOT STANDARD FOR
END POST)
PLAN
SCALE, 1/4" , 1'•0"
NOTES,
FOR DETAILS OF CONCRETE INSERTS.
GUARDRAIL AND RUBRAL ANCHOR
ASSEMBLIES, SEE SHT C9.
W ay W W W
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BAR TYPE
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AF1n1AINIC?TDC ALA1
BAR NO. SIZE TYPE LENGTH WEIGHT
(LMS)
El 2 •7 1 3'•5" N
E2 2 •7 1 4'•0" ' 16
E3 2 -7 I 4'•7" 10
E4 2 •7 1 5'4 I 21
E5 -7 1 X
FI -i SIR X
F2 r7 SIR X
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CLASS AA CONCRETE CU.YDS.
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END VIEW
NDFEB,
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GUARD AL AND RUBRAL ANCHOR
ASSEMBLBS,SEE SHT C9.
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INSERTS
ISEE NOTE) _
BAR TYPE PLAN
END POST FOR THREE BAR RAIL @ MAIN STREET
(UPSTREAM) THREE BAR RAIL CONC.
SCALE( (/2" ? I'•D" END POST (SEE DETAIL-
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,WPROX,2'
TYP.
- SILT FABRIC
STONE FILTER OF I" GRAVEL PLACED--\ `WADE MESH
AGAINST FENCE WHERE REQUIRED \,
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I -----
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TOP OF SLOPE

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NOTES r "' = POND BOTTONI
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U?71 f 2 PIES
11 f 1
& POSTS SET AT DEPTHS OF 4' FOR EARTH BACKFILL. ANCHOR DITCH
IS 9'k 9" AND FILL IS TO BE COMPACTED,
\\??S
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1 - w'BEIWEEN JOINTS -?
%C Bu T Dla I
?' II it CREOSOTE TIMBER 111'
B. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT ? FRONT VIEW 41, FRICTION PILES
AS A VELOCITY BREAK AND SILT TRAP.
C. CONTRACTOR MAY USE ALTERNATE MATERIAL N01F.IBENTS TO BE SPACED AS SHOWN ON PLAN M PROFILE
OR METHOD UPON APPROVAL FROM ENGINEER sHEEYS. ALL BOLTS WASHERS 4 STRAPS TO BE GALVANIZED,
W
N
=

M O
M ;
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2 SLOPE PROTECTION
" TYPICAL PILE BENT DETAIL 1m`1 K
m
s STANDARD 2-6
CURB AND GUTTER q (WOODEN PIPE SUPPOR
T)
0
?
C11 NOT TO SCALE 011 NOT TO SCALE C11 NOT TO SCALE C11 NOT TO SCALE u w
m W
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d. CI N
C.I.MANHOLE FRAME & COVER
DEWEY BROS.MH•RCR•17B OR EQUAL
W/STAINLESS STEEL SCREWS FOR
°
WATER TIGHT COVER PROVIDE PERFORATED
M.H. COVERS WHERE INDICATED. NOTES 3 s
I. ALL UNITS SHALL BE CON-
>r- GRADE RING STRUCTED IN ACCORDANCE
UNIT
r
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WITH AND REINFORCED TO EQ•
UAL OR EXCEED AASHO SPEC.
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"
12
2.CONCRETE SHALL BE 4000
PSI MINIMUM.
a <.;'? ra. ''. ..
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- ? a 3. MANHOLE STEPS TO BE STEEL i' Tr, 34a3ar:,, GL •"
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ED N PPPROVED y w REINF. PLASTIC OR EQUAL.
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' w I > T LOCATION SHALL SUIT SPE-
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m I I •" I PROVICE A PIPE JOINT MASONRY SEAL
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SHEET NO.