20010522 Ver 1_COMPLETE FILE_20010327

O?O? W A T ?9pG Michael F. Easley
Governor
r William G. Ross, Jr., Secretary
>_ y Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
May 24, 2001
DW Q# 01-0522
Dare County
Josephine S. Korbach
Korbach Family Limited Partnership
7600 South Virginia Dare Trail
Nags Head, NC, 27959
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Ms. Korbach:
You have our approval, in accordance with the attached conditions, to place fill in 0.01 acre of vegetated wetlands
in order to install a drainage system as part of the infrastructure for a 21 lot residential subdivision on Cedar Island, in Nags
Head, Dare County, as described in your application received by the Division of Water Quality on March 27, 2001. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3274.
This Certification allows you to use your CAMA Permit when it is 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 and Water Supply Watershed 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 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 the additional condition listed below:
1. This project must have the approval of the Coastal Stormwater Program. Please contact Mr. Bill Moore of the
Division of Water Quality's Washington Regional Office at [phone] or Bill. Moore Qncmail.net .
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, P.O. Box 27447, Raleigh, N.C. 27611-
7447. 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 John Dorney at 919-733-9646.
Sincerely,
?I 10-
Kerr T. Stevens
Attachment
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett
Hobbs, Upchurch & Associates, P.O. Drawer 1929, Nags Head, NC, 27959
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwettands/
MEMORANDUM
TO: John Dorney Regional Contact: Deborah Sawyer
Non-Discharge Branch WO Supervisor: Roger TborT e
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Korbach Limited Partnership County Dare
Project Number 01 0522 County2
Recvd From DCM Region Washington
Received Date 3/27/01 Recvd By Region
Project Type residential drainage systems
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA F_ O YO N F_ 30-21 SA HQW 30,151.
N

Mitigation Wetland
MitigationType Type Acres Feet
F_ I F_
Is Wetland Rating Sheet Attached? O Y 0 N Did you request more Info? O Y N
Have Project Changes/Conditions Been Discussed With Applicant? O Y N
Is Mitigation required? O Y ON Recommendation: O issue * Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue with condition:
Must have the approval of the Coastal Stormwater PrQaraoQ- ontact Boll Moore of this office.
Recommendation to C.O. 5/18/01. ;S-_ ) - 9 Y(_- ,.
cc: Regional Office
Central Office Page Number 1
North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
March 21, 2001
ATrWTVA
NCDENR
TO: John R. Domey, Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Korbach Limited Partnership
Project Location: US64/264, Cedar Island in Nags Head, Dare County
01 0522
Proposed Project: Install a drainage system as part of the infrastructure for a residential
subdivision
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by April 11, 2001. If you have any questions regarding the proposed project, please contact
Lynn W. Mathis at [phone]. When appropriate, in-depth comments with supporting data
is requested.
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNED DATE
Elizabeth City District \ 1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER- 50% RECYCLED / 10% POST CONSUMER PAPER
GPS ROV File: D 032015A
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Korbach Limited Partnership (Lone Cedar Village)
2. LOCATION OF PROJECT SITE: The project site is situated on an area referenced on USGS maps as
Cedar Island, on the north side of US64/264, along the Manteo - Nags Head causeway
approximately 2,000' east of the Melvin R. Daniels Bridge and Whalebone Junction. The
tract is situated on a man made basin off Roanoke Sound in Nags Head, Dare County.
Photo Index- 2000: #185-2081 I 13 and M&N10
1989: #1 50-1 F8 and D&E 10
State Plane Coordinates - X: 3,004,400
3. INVESTIGATION TYPE: CAMA Dredge/ Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit
Was Applicant Pre
1995: # 186-1924 G9 and H&I 8
1984: #138 457 U 17 and S&T 19
Y: 801,000
- February 14, 2001 010522
sent - No
5. PROCESSING PROCEDURE: Application Received Complete - February 28, 2001
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Nags Head
Land Classification From LUP - Conservation and Developed
(B) AEC(s) Involved: Estuarine Shoreline and Coastal Wetlands
(C) Water Dependent: No
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - Individual Septic
(F) Type of Structures: Existing - Jet ski racks, a pier and mooring pilings
Planned - Stormwater drainage outfalls, roads and residential structures
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DRF,DGED FILLED OTHER
Vegetated Wetland: Section 404
400 sf riprap diffuser
Un-Vegetated Wetlands
Other: Uplands - Estuarine Shoreline 2,600 sf swale
(D) Total Area Disturbed: 3,000sf (.068acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to install a drainage system as part of the
infrastructure for a 21 lot residential subdivision on Cedar Island, in Nags Head, Dare County
Korbach Limited Partnership
Lone Cedar Village
Field Report
Page 2
PROJECT SITE
The applicant's property is located on Cedar Island on the north side of US64/264, on the
Manteo-Nags Head causeway and the Roanoke Sound, in Nags Head, Dare County. The project
site is a strip of natural and man created high ground bordered by a man-made basin on the west
side and a man-made canal along the northern and eastern edge of the property. Based on
available records, in the Elizabeth City District Office, dredging at this site was conducted in the
early to middle 1970's with a permit from the Army Corps of Engineers. During the years
following the issuance of the permit, a number of violations occurred that involved the excavation
and filling of Juncus Marsh. A combination of continuing violations and a failure to take the
necessary corrective action resulted in the revocation of the Corps permit in 1974. The renewal
of a permit from the Department of Natural and Economic Resources was denied in 1975 as a
direct result of the applicant's failure to take corrective action for the violations issued by the
Army Corps of Engineers. It appears from the information available that the eastern canal was
excavated from Juncus marsh, in violation f the original permit issued (See Attached Photos and
Correspondence).
Tile property in question consists of four separate parcels with a total area of 15.79 acres.
Approximately 12 acres of the property consists of high ground with the remaining area being
Section 404 and coastal wetlands. Wetland vegetation on the property includes, but is not limited
to, Black needle rush (Juncus roenierianus)s, Giant Cordgrass (Phragmites australius), Scirpus,
spp., and Salt Meadow Grass (Spartina patens). Upland vegetation includes Live Oak (Quercus
virginiana), Toothache Tree (Zanthoxylum clava-herculis), Rabbit Tobacco (Gnaphalium
obtusifolium), Salt Meadow Grass (Spartina patens), Cat brier (Smilax bona-nox), Red Cedar
(Juniperus virginiana) and Wax Myrtle (Myrica cerifera).
All of the properties on the project are vacant with the exception of a 6' x 37' pier (to
remain) and a 142' x 14' jet ski rack (to be removed). The eastern side of the property is bound
by a man-made canal and has a high Juncus marsh that ranges from 80' to 150' deep measured at
the waters edge at normal water level landward.
Roanoke Sound is classified as joint waters by agreement between the Marine Fisheries
Commission and Wildlife Resource Commission. The Division of Environmental Management's
water quality classification for Currituck Sound is SA (shell fishing). Additional review indicates
that there are no known archeological sites or geological formations associated with the
applicant's property.
PROJECT DESCRIPTION
The applicant's propose to develop the 15.79 acre site into a 21 lot subdivision with three
stormwater drainage swales that will be established along three 20' wide drainage easements.
Two of the discharge swales will terminate within the Estuarine Shoreline Area of Environmental
Concern, and empty into a basin on the west side of the property. A third drain, will be placed
Korbach Limited Partnership
Lone Cedar Village
Field Report
Page 3
on the east side of the project site and will terminate landward of the Coastal Wetland AEC and
the Estuarine Shoreline AEC in the JUllCLis Marsh on the east side of the property. Stormwater
will flow through a vegetated discharge Swale 160' to 180' in length, to a 10' x 20' riprap
covered geosynthetic underlines, and flow into the man-made basin off Roanoke Sound. A rock
sediment trap will be placed where the swale intersects with the existing scarp along the shoreline
and will have a geosynthetic underliner that will terminate above normal water level. The
placement of the traps will serve as a temporary sediment control structures and will be removed
once vegetation has established in the drainage swales. Outlet control dams will be placed oil the
landward end of the ditches, where the subdivision streets drain into the easement. The third and
final discharge will be adjacent to the central subdivision street (Lone Cedar Court), through lot
20, on the east side of the project site. The drainage easement passes through approximately 15'
of high ground, 12' of Section 404 Wetlands and 140' of Coastal Wetland, terminating at a man-
made canal. A control dam will be placed between the drainage swale, paralleling Lone Cedar
Court, and the drain outlet. A 10' x 16' underliner with riprap over will be placed immediately
landward of the Section 404 Wetlands. Surface runoff will drain to the swale through the Section
404 Wetland strip and into the Coastal Wetlands.
High ground disturbance for the project within the Estuarine Shoreline AEC, will involve
two 20' wide drainage swales (20' x 75') for a total of 3,000 square feet of land disturbing
activity. Approximately 2,600 square feet of Estuarine Shoreline will be disturbed to install the
20' wide swale and 400 square feet will have riprap placed over the existing shoreline in Section
404 Wetlands. Ill addition all eight-foot wide section of the proposed swales (approximately 600
square feet), within the AEC, will be filed with six inches of riprap to filter runoff.
ANTICIPATED IMPACTS
• Loss of 400 square feet of Section 404 Wetlands from the placement of riprap fill.
• Development of the property for a residential subdivision will increase the density of the
property as structures are built and occupied.
• Increased runoff will be directed into the adjacent water body.
• Increased use of Public Waters can be anticipated as the properties are developed.
• A secondary impact of the increased use of Public Trust Waters will be an increase in
turbidity of the adjacent waters.
• Another secondary impact that can be anticipated from this development is an increase in
non-point source pollution from watercraft.
CAMA Review
The District Planner, John Thayer, will submit the Land Use Plan consistency review
under a separate cover.
Submitted: Lynn W. Mathis
Date: March 19, 2001
LONE CEDAR VILLAGE SUBDIVISION
CAMA NARRATIVE
PROJECT DESCRIPTION:
The purpose of this project is to construct a 21-lot subdivision on 15.79 acres of land in
Nags Head, NC. This CAMA permit application is for clearing and grading for the
construction of Lone Cedar Court, a public street, and Cedar Island Drive, a private
street, stormwater management systems, a water distribution system and street lighting.
The total impact of this work will affect 3.0 acres. Residential lot clearing, grading,
earthwork, and house construction will be the responsibility of the individual lot owners.
SITE DESCRIPTION:
The site is located along the north side of the U.S. Route 64/264 causeway approximately
2000 Ft before the Melvin R. Daniels bridge in the Town of Nags Head in Dare County.
The site is relatively flat with slopes ranging from 0.5% to 1.0% and is covered with
medium to light ground cover vegetation. Presently, drainage is afforded the site through
overland flow to the canals surrounding the property that flow to the Roanoke Sound.
The State classification of the surrounding waters is SA.
STORMWATER MANAGEMENT:
As the project is located within a "Coastal County" as defined in NCAC 2h .1002 (4), the
stormwater requirements to be implemented are outlined in NCAC 2h.1005. The project
has a built-upon area of less than 25% and falls under the classification of a "Low
Density Project" per NCAC 2h.1003(d)(1). The site does not drain to waters classified as
Outstanding Resource Waters (ORW). Stormwater will be transported primarily by
vegetated conveyances, and a vegetative buffer in excess of 30 feet is provided along the
entire site.
Stormwater runoff from this site will be conveyed to retention areas by overland flow,
with the site graded such that all impervious areas will drain by overland flow through
grassed areas before reaching a defined channel. A stormwater retention system
consisting of level, grass-lined swales will be constructed along both sides of Lone Cedar
Court and Cedar Island Drive. The system will function by retaining the first 1'/Z inches
of runoff from a 2-hour, 1'/2-inch storm event, which will infiltrate into the ground.
Stormwater flows above this amount will be allowed to pass to the discharge swale.ml1
The built-upon area for this site
will be approximately 17% of the total site area, which is less than the 25% maximum
allowed by NCAC 2h .1005 (2)(a).
Form DCM-MP-1
APPLICATION,
(To be completed by all applicants)
b. City, town, community or landmark
Nags.--,Head
1. APPLICANT
Kc;izt5A,cA l FAH! c y La M iTE72
a. Landowner: pAqz-T-1-1&r--5t+1p
Name Josephine S. Korbach
Address 7600 South Virginia Dare Trail
City
Nags Head
State NC
Zip 27959 Day Phone [phone]
Fax
b. Authorized Agent:
c. Street address or secondary road number
north side of U.S.-Route 64264 causeway
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Roanoke Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Name Hobbs, Upchurch & Associates, Y.A. a.
Address
P.O. Drawer 1929
City Nags Head State NC
Zip 27959 Day Phone [phone]
Fax [phone]
c. Project name (if any)
Lone Cedar Village Subdivision
N07F. Pemdt wilt be ismed in name of landowner(jJ, adlor
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
Revised 03/95
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or fillip activities.
Construction ofwo roadways, three
stormwater rains, water mains ann -
electrical service
b. Is the proposed activity maintenance of an existing
project, new work, or both? new
c. Will the project be for public, private or commercial
use? 'private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, Iea?e attach
additional pages. guild road with dozer,
backhoe gra e, asphalt later. Drainage
ways to be cons ruc e by grader anZl_
ac oe, tractor.
/-Z3-o r
Form DCM-M[P-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1-5.79
b. Size of individual lot(s) approx. 20,000+ SF
c. Approximate elevation of tract above MHW or
NWL
d. Soil type(s) and texture(s) of tract
sand, sandy loam
e. Vegetation on tract Myrtle, cedar, native
grass
f. Man-m de features now on tract canal, ome
louse , two barns
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
X Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
C-2 and R1
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance eerdificate, if applicable)
Has a professional
done for the tract?
If yes, by whom?.
archaeological assessment been
Yes X 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? _X _Yes _No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? 404 line
(Attach documentation, (available) es tablish--eT-0799
m. Describe existing wastewater treatment facilities.
individual septic fields for existing
we. lings
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.)
surface runoff
o. Describe existing drinking water supply source.
County water system
5. 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.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" 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

Revfced 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 Helen M. Pope, Dallas W. McPherson
Address 1.SUV uaKvi.ew urive
Phone Greenville, NC 2/838
2112
Name - ivision of Highways
Address 1-929 North Road Street
Phone Elizabeth Cit NC 27909
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.
N/A
• A check for $ 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 Act (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.
Zoo
This is the 2 3 day of Jayluqw? I+
Print Name David C. Jackson, P . E .
Signature
Landowner or Authorized Ag
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
- 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.
/-Z3-ol
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposRd two roads, five fire
hydrantts, 6 an 2 water lines three
stormwater drains, and six street lights
b. Number of lots or parcels 21
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes No 12/27/00
If yes, date submitted
Describe proposed method of sewage disposal.
convenional septic
c. Density (give the number of residential units and the
units per acre) 21 units total
approximately 0.75 units acre
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc.
3.0 acres
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes 1£TjbO No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved srfaces.
6 aggregate base course and 2'
type I-2 bituminous concrete
Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 0
j. Have the facilities described in Item i. above
received state or local approval? yes
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
residential stormwater drainage
through three outtail sites
1. Describe proposed drinking water supply source
(e.g. well community, public system, etc.)
Town oit Nags Head water system
m. Will water be impounded?
If yes, how many acres? _
Yes X No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
David C. Jackson, P.E., Project Manager
Applicant or Project Name
Signature
/- Z3 -o /
Date
Revised 03/95

o 00
O
Ln
w
4?'?
O-)
?I
W

U
ry
m
Q
m
w
a_
2
rr"
a
Q
U
u
U
z
Q
d
rr"
x
Q
0
N
W
O.
H
U
W
W
(r\
V
o?
00
a ?=-
? Q
U
U 0
W ?
? O
z
? x
W
W 0
U ?
z
m 0
? N
? x
F-
o Lf-)
o
Q W
W W
ry W
Q W
ry
a Q
ii Q fc3
N ? v /
___l
Q
,6 z W
0
w
0
O U
U ,? 1
xwry
0>Qo
Z z
Lo of C:) I
in
Z.
w vn
Z cn
L?J
O
? Z
V) Y
CJ /
°w I-^
407
o
?F-

U_ Q
r
Cn -?

U71
L
?
U
?? U z
O

w
U?

U
0
?r-
?i

n
Q
ry
t--I
Z
w
D
W
(% J
ry
Q
ry
O
W
? 1-1
W
LL-
w
C?
V)
O
O
U
Q
Z r^.
Z (n
? Z
O
w <C
U U
Z O
Q
O
F-
L X
LIJ
l.i p
OQ
W O
cr- N
O?
F- u
`Kf / A C.;f 4i

w
P< 171
a -
V)
M?LL- Z
c =?Z
X OLw
z
N Q W
w° z
wOz=
?
H
V C.7
Q U
Z
LL. w
ry LL-
wW
J_
W
J
? J
LJ Q
?wZ
Y
Q Q C)
m p ?
Q7
wQ
vUIL-
Q
W a- J
F- O F:
C, X
W
Xo0
Zw
-t_ u)
w
O
Z
-? Q
U
Uz
w
m?
u- OO
oz
z w W
w
W
LLI =
m 2 F-
r
Ohm Z
=00 O
QI (n IW- Cn
O
[n Z L)
W Q?WOW
U C) 0-
W
wwO
LL. J= W
LLJ uZ
--I ?Z=z0
?n ?o".-!, wc?
J
J
Q
U
ou
Oz
rz
d mi
[Y
F- W
W O
? Z
o}?
H
> 0
2a-w
W W
Izly-
N
4
?I
00/19/01 11:52 FAX [phone] HOBBS UPCHURCH 11,005
d
w
U
Q ?
CL x
W <
rz
U ?

0 U
Z
L O U

= LD
z
Nt W
x w
z
N < W
0 ?- C.D ?

w z
?
?

4
I- ?^
Q W
LL

VI
X
N n
D
Q
L1J
m
U
rill
m
Q
W
J
II
U
W
ry
d-
x
d-
L?
..- -c ?
J
Q
D
w
U
Z
W
L?
J
?I
<t
ry
O
n
W
Q
Z
O
Q
0
I
I I
N
NAME O? AGENCY
Us , E`tGL2 DIST, WILMINGTON
wTI.,MINGTON NC
ACCOUNTING CLASSIFICATION
GWA 097732
THIS 3LOCK FOR USE Of COMMUNICATIONS UNIT
MESSAGE TO 6 RAN
11R. JOI-?LL KORBACH, JR.
ROUTE 1, BOX 1000
NAGS H NC 3295.9 '
PRECEDENCE EGR
ACTION` STRAIGHT MESSAGE a UNCLASSIFIED //'?J??J-/-1••
INFO.: T
TYPE Of MESSAGE Y CLASSIFICATION 1{,?J ( _IL
® SINGLE 600K STANDARD FORM 14 REV. MARCH 15, 57
MULTI•ADORESS GSA REGULATION 2.1X•203.04
to-303
TELEGRAPHIC MESSAGE
/n.OFFICIAL BUSINESS
Vm_%_qOVERNMENT
MITTED (Use double spacing and all capital letters)
I HAVE BEEN ADVISED BY REPRESENTATIVES OF THE NATIONAL
FISHERIES SERVICE THAT YOU HAVE PERFORMED EXCAVATION AND FILL
SIGNIFICANTLY BEYOND THE-LIMITS REQUIRED BY YOUR DEPARTMENT OF
W
x
Vf
ri
G
W
0
a
w
a
-t
f-
ARMY PERMIT NUMBER SAWKS73-28-03-340.
YOU ARE THEREFORE HEREBY ADVISED TO IMMEDIATELY CEASE AND DESI
ANY WORK NOT SPECIFICALLY AUTHORIZED BY YOUR PERMIT. YOU WILL BE
ADVISED OF THE DECISION REGARDING THE DISPOSITION OF ANY WORK
PERFORMED WITHOUT PROPER AUTHORITY.
CF (by mail):
United States Attorney
Eastern District of North Carolina
PO Box 26897
Raleigh, NC 27611
NC Division of Marine Fisheries
PO Box 769
Morehead City, NC 28557
National Marine Fisheries Service
Environmental Assessment Division
Beaufort, NC 28516
JOHNSTONE,.DISTRICT ENGINEER
C ...?
h?• r
-- ".: 4 fr
W
z
0
z
O
m
W
0
a
W
a_
0
z
0
C1
z
C"1
d
r•
C
m•
0
d
O
t-n
w
n
m
i
m
n
r•
m
0
n
IT,
m
W
a
n
r•
rt
1--?.
SE
A? JJ
PAGE NO. I NO. 1F PAGES
1
NAME AND TITLE OF ORIGINATOR (Type) ORIGINATOR'S TEL. NO.
CHARLES W. HOLLIS, CHIEF, PERMITS AND 565.
STATISTICS BRANCH
I certify that this message is official business, is not per3onal, and is in the interest of the Government.
W. H. SANDERSON, Ch:ef.L Corstr-O rns Div
(Sign ture)
u 5 ?.,..,.??•... >9 4.n,G pinCE 1159 w-+UeIe
DATE AND TIME PREPARED
10 OCT 74 1330 HOURS
SECURITY CLASSIFICATION -~
UNCLASSIFIED
-DRAFT-
October 10, 1974
Colonel Homer C. Johnstone
District Engineer, Wilmington District
U.S. Army Corps of Engineers
P.O. Box 1890
Wilmington, North Carolina 28401
Dear Colonel Johnstone;
C.
This will confirm an October 9, 1974 telephone conver`?`ation wit
Mr. Charles Hollis to report an illegal water develop4ent•-activiC sR~"
which was observed and photographed on October 91 1974py ?parorfnel
from our Beaufort, N.C. Field Office.
The project in question, located on the Manteo-Nags Head Causeway,
Dare County, N.C. is being constructed by Mr. William J. Korback
under SWAKS Permit No. 74-28-03-340. According to conditions of the
Federal Permit, as outlined in conditions 3 and 4 of the U.S.
Department of the Interior's letter dated July 5, 1973, the proposed
canals are to be excavated on high ground'adjacent to the marsh and
spoil materials are.to be placed on the existing high ground leaving
the salt marsh undisturbed.
As a result of our October 99 1974 site visitation, it was observed
that spoil had been deposited in Juncus roemerianus marsh and that a
new canal was under construction adjacent to the fill.area also in J.
roemerianus marsh. Approximately 4 acres of marsh has been filled and
T acre of marsh has been excavated. According to the plat submitted
with Mr. Korback's public notice, the fill area adjacent to the fish
pond was to average 250 feet wide. This same area now approximates
416 feet wide along the northern boundary and 288 feet wide along the
southern border.
It is noted that we previously reported to Mr. Mark Thompson on
October 129 1973 that Mr. Korback was violating his Federal Permit.
At that time a canal had been dug in J. roemerianus marsh parallelling
highway 64/264 (Manteo-Nags Head Causeway). Subsequently on October
18, 1973 the Corps issued a Cease and Desist Order halting all work.
This order was rescinded on October 30, 1973 upon agreement by Mr.
Korback to locate his dikes along the existing shrub-marsh transition
as originally specified by FWS. As a result of the October 9, 1974
visit it was observed that the previously reported canal had been
filled and that the spoil area parallelling highway 64/264 had been
increased to 350 feet where the permit plat indicated only 250 feet
would be filled.
2
It is therefore requested that the above-cited matter be investigated
immediately by the Corps. If the work is found to be in violation of
Mr. Korback's Federal Permit we feel that the Federal Permit should be
revoked and legal action calling for complete restoration of destroyed
wetlands be instigated. This we feel is necessary because of the
developers previous and current tendencies to violate conditions
imposed upon his work.
Sincerely,
Regional Director
9/??s?

T
xF
" G
y
4
F
!: a
3 yy ?p
1t fi 5 ??

Q??•
r'?t$s
V
g M
y '

3, • ? •
k

1

A

F •.
W i
Td {r Sa
4 4' it

c
C

t?
CT
??
--
--.
Ax North Carolina Department of
Natural Economic Resources
JAMES E. HOLSHOUSER, JR., GOVERNOR • JAMES E. HARRINGTON, SECRETARY
January 22, 1975
1
Mr. John W. Korba.ck, Jr.
Route 1, Box `Io-o'6
Nags Head, North Carolina 27959
Dear Mr. Korback:
DIVISION OF
MARINE FISHERIES
EDWARD G. McCOY
DIRECTOR
BOX 27687, RALEIGH 27411
TELEPHONE [phone]
JAS 1975
NER
14, C. t*fT.,
S'H
This is in response to your request for a renewal of yo•-- '_mot er'~pr mit
to excavate and/or fill near Nags Head. As you are aware your permit, permit
number 605, expired on December 31, 1974.
Due to various complications and/or condition violations, you will also
recall that your permit was suspended on November. 4, 1974. Since that time
additional on site meetings have in fact confirmed that a significant permit
violation has occurred at the project site. It is my understanding that
negotiation for restoration is still going on with Federal and State agencies.
In keeping with the policy of this office, renewals cannot be processed
until such time that all litigation and/or pertinent negotiations regarding
violations have been cleared.
We will monitor the progress on your project and when it is determined
that various permit conditions are agreed to or that restoration.is under-
way, we will then process for a renewal of permit 605.
Should any questions arise on this matter, do not hesitate to contact
me.
Very sincerely,
John R. Parker, Jr.
Administrative Assistant
JRPjr:dah
cc: v _m Bros-m
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT. CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON. NORTH CAROLINA 28401
SAWKS73-28-03-340

Mr. John W. orbach,
Route 1, Bo 1000
Nags Head, C 27959
Dear Mr. Korbach:
Reference is made to your letter of.14 May 1975 r
of 5 May 1975 and our clarification letter of 8 M
j U Pa l: 9? q"7 5
N. C, nEP"f. N'ER_
< <^IL-S
PAr^•RI '
`garding our dir.eeti`
Although your comments regarding the directive and the plat are noted,
the plat forwarded to you by the referenced letters was not for your
approval or disapproval but was part of an administrative order issued
to you by this office for compliance. The order required that restora-
tion be completed by 1 August 1975, and also that your written agreement
to comply with the directive would be furnished to this office within
14 days of receipt of the order.
Your letter of 14 May 1975 is taken as a refusal to comply with the
administrative order. Therefore, as indicated in the order, we are
forwarding your file to the US Attorney's office with a recommendation
for prosecution.
If there are any questions, please contact Dr. G. Wayne Wright, Permits
and Statistics Branch, telephone [phone], extension 564 or 565.
Sincerely yours,
HOMER JOHNSTONE
Colonel, Corps of Engineers
District Engineer
CF (See page 2)
CEIRT[FIF?D ?fAfL - RETURN RECEIPT REQUESTED
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT. CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON. NORTH CAROLINA 28401
SAWKS

Mr. Joh W. Korbach, J .
Route 1 Box 1000
Nags He , NC 27959
Dear Mr. Korbach:
INT'VP
N. C. pEP[. NCR.
27 August 1975

Reference is made to our letters of 5"-Igay, 8 May and 16 June 1975 regard-
ing your Department of the Army permit No. SAWKS73-28-03-340.
We have received no indication as of this date that you have effected or
intend to effect the restoration of your project area to bring it into
compliance with the conditions of your Department of the Army permit as
indicated in the referenced letters. Therefore, your Department of the
Army permit No. SAWKS73-28-03-340 issued 25 July 1975 is suspended in
accordance with the interim final regulation ER-1145-2-303 as published
in the Federal Register on 25 July 1975. You are acc9rdinQly directed
to desist from any and all activities authorized under the referenced
permit. ou may XTqu a public hearing on the suspension of your
permi thin 10 days of the date of receipt of this letter. The public
hearing would be held in accordance with 33 CFR 209.133 and would be
open to all members of the general public.who would wish to comment on
the suspension of your permit.
A thorough review of the file material and the activities and events
since issuing the Department of the Army permit to you have resulted in
the following findings:
a. The original issuance of the permit occurred only after a
lengthy negotiation between you and objecting Federal agencies. Whereas
the US Fish and Wildlife Service originally recommended outright denial
of your permit, after a period of almost 8 months the agency withdrew
its recommended denial and accepted a conditional issuance. These
conditions restricted all excavation and fill to high ground areas above
the extensive surrounding marsh areas.. The revised plat on which the
permit was issued has a scale of distance upon which the project is
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
SAWKS 27 August 1975
Mr. John W. Korbach, Jr.
?r
based and dimensions of fill and locations of canals and basins. The
plat, along with the written conditions contained in the USDI letter,
was considered to define the allowable work areas sufficiently for work
to proceed. However, within 3 months of the issuance of the permit, the
first violation of its conditions was reported.and confirmed. This
matter was resolved to everyone's satisfaction, and work was allowed to
proceed without resorting to legal action. However, approximately 1 year
later a second violation was reported and confirmed which was much more
extensive than the first and which, if allowed to continue, could result
in extensive wetlands destruction. As it stands, there has already been
wetlands destruction in the work which has been completed beyond the
limitations of the permit. Had the project been performed in accordance
with the plat on which the permit was issued and in accordance with the
written conditions, there would have been little if any wetlands destruc-
tion. However, the marshland destruction already accomplished and
anticipated if the project were to continue as it stands, is detrimental
to the public interest and serves no necessary need or other justifiable.
purpose.
b. Since application was first made for a permit and during the
long process of negotiations leading to the issuance of the permit, a
clear, well-defined plan has not been available. Upon receipt of the
rather poor plan upon which the permit was issued, however, it was felt
that with the written conditions and the scale plan the permit could be
administered and enforced. Indeed, it was possible to translate the
permit plan and scale onto a detailed plat prepared from aerial photo-
graphy. However, numerous contacts and conversations. between you and
representatives of this office have revealed that you have-disregarded
the specific written conditions of the permit which.had been negotiated
with the USDI to obtain the permit in the first place. You have proceeded
to construct the project according to your own desires, disregarding the
permit, which in this situation is not acceptable.
C. After two significant violations of the permit, a reasonable
plan of restoration of the affected areas was developed with input from
onsite meetings and conversations with you. Compliance with restoration
of the affected areas would have allowed this office to rescind the
cease work order so that you could-continue work, and a recommendation
for no prosecution could have been forwarded to the US Attorney's office.
However, the project as it now stands has involved the illegal excavation
and filling of wetlands. Because of the greatly increased concern of
the public and Federal and State agencies over wetlands destruction as
reflected in present laws and regulations, the continued excavation and
filling of wetlands and marsh areas beyond the scope of the permit is
not in the best public interest.
2

SAWKS
Mr. John W. Korbach, Jr.
27 August 1975
I conclude that administration of your present permit no longer can be
carried out nor can any of the conditions or requirements be enforced as
a result of your activities. Therefore, it is my decision at this time
that, since your project is not in the best public interest, your permit
should be suspended.
You are also notified that failure to comply with any aspect of this
directive will result in a request that the US Attorney's office proceed
with civil and criminal prosecution.
If there are any questions, please contact Dr. G. Wayne Wright, Regulatory
Functions Branch, telephone [phone], extension 564 or 565. .
CF:
Honorable Thomas P. McNamara
US Attorney, Eastern District
of NC, PO Box 26897
Raleigh, NC 27611
Mr. Bob Robinson, Field Supervisor
US Fish and Wildlife Service
310 New Bern Avenue
Raleigh, NC 27601
Mr. Randall Cheek
National Marine Fisheries Service
NOAA,.PO Box 570
Beaufort, NC 28516
Chief, Ocean Dumping, Dredge,
and Fill Section
US Environmental Protection Agency
1421 Peachtree Street, NE
Atlanta, GA 30309
Mr. Jim Tew
NC State Enforcement Division
PO Box 769
Morehead City, NC 28557
Sincerely yours,
HOMER JOHNSTONE
Colonel, Corps of Engineers
District Engineer
Regional Director
US Fish and Wildlife Service
17 Executive Park Drive, NE
Atlanta, GA 30329
Regional Director
National Marine Fisheries Service,
NOAA, Duval Building
9450 Gandy Boulevard
St. Petersburg, FL 23702
l1lr. James Brown
NC Div of Marine Fisheries
PO Box 769
Morehead City, NC 28557
Mr. John Parker
NC Div of Marine Fisheries
PO Box 27687
Raleigh, NC 27611
Mr. Nat Robb
Real Property Section
NC Department of Administration
Raleigh, NC 27603
3
rv` Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
2522 S. Croatan Highway • Suite 2A • P.O. Drawer 1929 • Nags Head, North Carolina 27959
February 27, 2001 RFCF1VFD
FEB 2 8 24,101 Lynn Mathis
Division of Coastal Management
1367 U.S. 17 South
Elizabeth City, NC 27909
RE: Lone Cedar CAMA Major Permit Application
HUA No.: DR9908 - Permits
Dear Ms. Mathis:
Per your correspondence on February 12, 2001, the following items are enclosed:
1. 24 copies of the plat
2. 24 copies of the development plans
3. 1 copy of the outfall details
4. A letter from The Town of Nags Head dated December 12, 2000 approving
Zoning Compliance
Please note that on Sheet 2 of the development plans, the outlet structure was left at the
roadside swale to control runoff from the first 1'/2" of rainfall per the Town of Nags
Head's requirements.
If you need additional information or clarification, please do not hesitate to call.
Sincerely,
HOBBS, UPCHURCH & ASSOCIATES, P.A.
Matt Ferrary
MF/hb
Enclosures
X.10ARE COUNMDR9908 LONE CEDAR V ILL4GE - EX7R4 S'ER f9CES1300 PrrnNLil C'AA7AWM7N7S 2. doc
Nags Head, NC • Telephone [phone] • Fax [phone] • e-mail: [e-mail]
Southern Pines • Myrtle Beach • Raleigh • Charlotte
I261
TOWN OF NAGS HEAD
DEC 14 2000 '`,
7 , LTCT Uzi
------------------------
5401 South Croatan Highway Planning and Development Department Telephone . [phone]
P.O. Box 99 FAX . [phone]
Nags Head, North Carolina 27959 e-mail . [e-mail]
December 12, 2000
David Jackson
Hobbs Upchurch and Associates
P O Drawer 1929
Nags Head NC 27959
Dear Mr. Jackson:
Please be advised that the Board of Commissioners of the Town of Nags Head reviewed the
preliminary subdivision plat for Lone Cedar Village at their meeting on Wednesday,
December 6, 2000. The Board voted unanimously to approve the preliminary plat subject to the
following conditions:
1. Prior to any land disturbing activity, the Public Works department's approval of water
tap and street plans is required.
2. Town approval of the Soil Erosion and Sedimentation Control Plan is required prior to
any land disturbing activity.
3. A CAMA major permit is required prior to any land disturbing activity.
4. A hold harmless agreement, articles of incorporation, by-laws, and protective covenants
shall be approved by the Town Attorney prior to recordation of the final plat.
5. A NCDOT encroachment agreement is required prior to any land disturbance.
If you have any questions, please don't hesitate to contact me at 441-7016.
Sinyrely,
Fe n? AICP
Planning an Development Director
GF/cl
jCtoZpAaH L1141TED pAiMERS"Illip

LADE LEMIC YILLaC'iE
DCM % DWQ %
Development Type FEE (14300 1601435100093 1625 6253) (2430d1d 4 1 00952341
1. Private, non-commercial
development that does not Involve $250 100%($250) 0%($0)
the filling or excavatlon of any
wetlands or open water areas:
It. Public or commercial development
that does not involve the filling or $400 100%($400) 0%($0)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, S. C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality $250 100%($250) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(8): For public or commercial
development, If General water Quality $400 100%($400) 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)
($160)
40%
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III( General Water Quality
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%($285) 40%($1 . 90)
than one acre of wetlands and/or
open water areas:
010522

r
GENERAL NOT-,3
1. NATIONAL FLOOD INSURANCE RATE MAP NUMBER
375356-0011-C, DATED MARCH 6, 1996, FLOOD ZONE A-E
BASE FLOOD ELEVATION 9.0-FEMA ROOD ZONES SUBJECT TO CHANGE BY FEMA.
BARE COUNTY ZONE C-2 ALI RII, TAX MAP NUMBER 0800-18.
CEDAR I5LAN0 DRIVE, IS THE SOLL RESPONSi BiujY C. I PROPERTY OWNFRS OF LONE CEDAR VILLACE.
4. REBAR SET ON ALL LOT CORNERS.
5. TOTAL AREA SUBDIVIDED IS 29.2743 ACRES.
6. TOTAL NUMBER OF LOTS IS 21.
7. SMALLEST LOT IS 9152.69 SQUARE FEET (OF EXISTING LOTS). p SMALLEST LOT IS 18420.30 SQUARE FEET (OF PROPOSED LOTS). ~v
B. A 10' UTILITY EASEMENT IS RETAINED BY c\j
DEVELOPER ALONG ALL LOT LINES. 9. BUILDING SETBACKS: (o
ADJACENT TO PUBLIC ROAD: 15' REAR: 30' OR 20% OF LOT DEPTH
I~ FRONT: 30' ' SIDE: 12'
10. OWNER: JOSEPHINE S. KORBACH (DB 810, PG 700)
7600 SOUTH VIRGINIA DARE TRAIL v NAGS HEAD, NORTH CAROLINA 27959
11. ALL UTILITIES SHALL BE UNDERGROUND.
12. LOTS WHICH HAVE PROPERTY LINES THAT FALL UNDER SURFACE
WATER SHALL OWN ONLY THE LAND AREA AT THE BOTTOM OF
BODY OF WATER AND NOT THE WATER ITSELF. ALL BODIES OF
WATER ARE IN THE PUBLIC DOMAIN AND PROPERTY OF ' THE STATE OF NORTH CAROLINA.
13. THIS PLAT IS A RECOMBINATION OF EXISTING LOTS
• 9 y NC. 1 THROUGH 15 OF ROANOKE BEACHES, SECTION A. LOTS 16 AND 17 OF ROANOKE BEACHES, SECTION A
WILL REMAIN AS IS AND BE SEPARATE FROM
THE LONE CEDAR VILLAGE SUBDIVISION.
} 14. THE MINIMUM ELEVATION OF THE FINISHED GRADE AT THE FOUNDATION OF ALL HOMES SHALL
BE 6.0 FEET ABOVE MSL.
15. NO PRIVATE ENTRANCES ARE ALLOWED OFF
NORTH CAROLINA 9 US HIGHWAY 64.
coven THE FOREGOING CER11F1CA1E DF NOTARY 15. LOTS 1 THROUGH 10 SHALL HAVE HOMES WITH A MAXIMUM OF THREE BEDROOMS. LOTS 11 THROUGH
PUBLIC IS CERTIFIED TO BE CORRECT. THIS INSTRUMENT WAS 21 SHALL HAVE HOMES WITH A MAXIMUM OF FOUR
PRESENTED FOR REGISTRATION AND RECORDED IN PLAT BOOK BEDROOMS.
PAGE THIS DAY OF 79_, 17. ALL LOTS RECORDED AS A PART OF THIS SUBDIVISION
BY REGISTER OF DEEDS ASSISTANT REGISTER OF DEEDS SHALL BE USED IN ACCORDANCE WITH THE R-1
NORTH CAROLINA ZONING DISTRICT.
COUNTY 18. FILLING OR OTHERWISE MODIFYING THE SWALES, DITCHES, CULVERTS AND OTHER STORMWATER CONVEYANCE DEVICES
W.M. MEEKENS, JR. CERTIFY 1HAT 11115 PLAT WAS OWNEP,'S NAME AND ADDRESS (EXCEPT FOR THE CONSTRUCTO" 0= A. NORMAL DRIVEWAY
DRAWN UNDER THE SUPERNSION FROM (AN ACTUAL SURVEY MADE JOSEPHINE S. KORBACH UNDER MY SUPERV1510N) (DEED DESCRIPTION RECORDED IN BOOK CROSSING) IS STRICTLY PROHIBITED.
780D SOUTH VIRGINIA DARE TRAIL R10 PACE 7aC ETC.) (DTHER), THAT THE RATION OF 19. UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO ISSUANCE
NAGS HEAD. NC 27959 PRECISION IS CALCULATED BY LATITUDE AND DEPARNRES IS 1/ 10,000+ OF BUILDING PERMIT'S, STORMWATER MANAGEMENT FACILITIES SHALL
THAT THE BOUNDARIES NDT SURVEYED ARE SHOWN AS BROKEN LINES ENGINEER'S CERTIFICATION BE CERTIFIED BY THE PERSON WHO PREPARED THE DESIGN CERTIFYING THAT THE CONSTRUCTION IS IN SUBSTANTIAL CONFORMITY
PLOTTED FROM INFORMA110N FOUND IN BOOK PCA PAGE SL'192.' I DAVID C. JACKSON, P.E. IN ACCORDANCE W1TH SECTION 18-7 OF THE NAGS HEAD TOWN CODE THAT THIS PLAT WAS PREPARED IN ACCORDANCE Willi G.S. 47-30 CERTIFICATE OF OWNERSHIP AND DEDICATION IDE WITH THE TOWN-APPROVED PLANS AND SPECIFICATIONS.
AS AMENDED. N1TNESS MY ORIC4NAL SIGNATURE, R ISTRATON CERTIFY THAT THE LAND KNOWN A$ THE KORBACH TRACT ON WHICH THE LONE CEDAR SUBDIVISION IN 20. SOME LOTS IN THIS SUBDIVISION ARE LOCATED IN AREAS OF
A', I CERTIFY THAT I AM THE OWNER OF THE PROPERTY IS TO OCCUPY IS CAPABLE OF SUPPORTING THE PLANNED STREETS, U11L111E5, IMPROVEMENTS AND NUMBER AND SEAL THIS ~S DAY OF A.D., 20~Q SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN STRUCNRES AS PROPOSED ON THIS PLAT. AND.INE SUBDIVSION PLANS ENTITLED "THE LONE CEDAR DAR ENVIRONMENTAL CONCERN AT THE DATE OF APPROVAL INDIVIDUAL
THE SUDDIVISION JURISDICTION OF THE TOWN OF NAGS HEAD AND SUBDIVSION, DAZED NOV 15. 2000 OR DOCUMENTS SUBMITTED BY HOBBS, UPCHURCH k ASSOCIATES, PA SURVEYOR THAT I HEREBY ADOPT THIS PLAN OF SUBDI4ISION WITH MY FREE AND AS BASED ON SURVEY DATA PROVIDED BY MERLE MEEKINS, JR, PCS LAND SURVEYOR, AND IN -ES, PA PERMITS MAY BE REQUIRED BEFORE ANY DEVELOPMENT MAY N
~OL.Jr ~,F,`~t ACCORDANCE WITH THE GEOTECHNICAL INVESIICATION REPORT. GATED NOV 74, 2000 BY GET SOLU110N5, INC. CONSEN i, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND ITIONS, INC. TAKE PLACE WITHIN THOSE AREAS.
REGISTRATION NUMBER DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, ANO OTHER
/5-no SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. DATE ENGINEER
FURTriERMORE, I HEREBY DEDICATE ALL SANITARY SEWER, STORM TOWN OF NAGS HEAD NOTES: 1. ALL STREETS SHALL MEET TOWN OF NAGS HEAD STANDARDS
,'6;}~~~ill~~l SEWER, AND WATER LINES TO THE TOWN OF NAGS HEAD. AS SPECIFIED IN THE TOWN OF NAGS HEAD CODE OF ORDINANCES.
+?y'4~~~'' ~ 3~ ref ~4 y1+~,•.•,y.,•• t DATE OWNERS 2. NEW 1' WATER SERVICE TO BE PROVIDED BY DEVELOPER FOR
~ •t}` ~ n" ~`ir NOR1H CAROLINA ~ 'zy? ; CERTIFICATE OF URVEYOR EACH LOT AS SHOWN ON SHEET 7 OF B.
? + Q ~ r COUNn a~, s n W.M. MEEKINS, JR. ~ ,?~E I, RL$ C~ERpi1Fn THAT THIS SURVEY CREATES 3. ALL WATER LINES AND THEIR APPURTENANCES SHALL BE CONSTRUCTED
i ! q~'~i+• I A NOTARY PUB C OF THE COUNn AND STATE AFORESAID A SUBDIIISION COVERED BY T}1L SU I ORDIN CE. IN ACCORDANCE WITH THE TOWN OF NAGS HEAD CODE OF ORDINANCES.
r i~`!~ ~.w U , « CERTIFY THAT PERSONALLY APPEARED / /5 P DATE
j,. ~S+ °•~0'~y~., ~a' BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF ~~F `.'~c_~~'~.°~~~1~'°•~'~~~1y THE FOREGOING INSTRUMENT. NITNESS MY HAND AND OFFlCIAL
I~ PA~ m` +~c~.~X3 rCE~`~`s ~y.P STAMP OR SEAL, THIS _ DAY OF 19_
~~~Rf?3~~"4}S VICINITY MAP
NOTARY PUBLIC
MY CDMMISSION EXPIRES MANNS HARBOUR
I, W.M. MEEKINS, JR., PLS, CERTIFY TO ONE OR
MORE OF 1HE FOLLOWING AS CHECKED BELOW:
STATE OF NORTH CAROLINA ® A. THAT THIS PLAT Is of a suRVeY THAT CREATES A SUBDIVISION OF LANG WITHIN 0
COUNTY OF DARE, TOWN OF NAGS HEAD mE AREA of A couNn oR MuNIaPAUn MA EO y'2
THAT HAS AN ORDINANCE THAT REGULATES i, ,REVIEW OFFCER OF THE TOWN OF NAGS HEAD, PARCELS OF LAND; o ~ for
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED ? B. THAT THIS PLAT IS OF A SURVEY THAT IS MEETS ALL BTATUTORY REQUIREMENTS FOR RECIXiDING LOCATED IN SUCH PORTION OF A COUNn OR J2 O
MUNICIPALIn THAT IS UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS woe EAD o4T
REVIEW OFFICER DATE OF LAND;
? C. THAT THIS PLAT IS OF A SURVEY OF AND EXISTING PARCEL OR PARCELS OF LAND;
? D. THAT THIS PLAT IS OF A SURVEY OF R ANOKE ISLAND
REGISTRARS CERTIFICATE ANOTHER DATECORY sucH As THE RE- THE FOREGOING CERTIFICATES OF W.M. MEEKINS, JR, PLS, AND THE NOTARY PUBLIC COMBINATION OF EXISTING PARCELS, A z~ SITE o'
COURT ORDERED SURVEY OR OTHER OF DARE COUNn, NORTH CAROLINA, ARE CERITFIED TO BE CORRECT. PRESENTED FOR EXCEPTION TO THE DEFlNI110N OF h
REGISTRATION THIS_DAY OF 19_AT O'CLOCK_M., SUBDIVISION; ? E. THAT THE INFORMAl10N AVAILABLE TO THIS o~ HWY 64/264
AND RECORDED IN THIS OFFICE IN JPLAT CABINET-, SLIDE- SURVEYOR IS SUCH THAT I AM UNABLE TO T TO SCALE
REVISIONS MAKE A DETERMINATION TO THE BEST OF MY
SYM. DESCRIPTION DATE BY REGISTRAR GF DEEDS DALE PROFESSIONAL ABILJn AS TO PROVISIONS GEN REVISED LOT UYOUT 11/00 DCJ CONTAINED IN (A) THROUGH (D) ABOVE. -
GEN REVSED PER TOWN COMMEMS 11 IS W OCJ
SHEET 1 OF 2

~z
~ 3~~3E;~~w~www~~'f v; 3333~~'fwww ~~ex 't co inmNm.-nMO mmo m~ m NMO N n c~ mom N zm nr NuO1iarN ~m raDD~^r Do^r
~~~3 1DOrvcon:-b <i~"N~'ap o, in ice. ccppppnin o, i~o~:-' ~n ~n ee~~:r N N^ O n N b N N m n O r- N O N I n O ~ BD m' 7n:-b^in in 7n bi pp mmhbtvmaF<oo h' ei ¢thb
a~~~ aW~WZ ^Tjr Z IA N Z Z 2 Z Z Z Z Z 2 N <n N Z Z Z 2 Z 2~ 1n M m Z 2 Z IA
O ^^FD -P H aM =C~'l b~[ri N~ii p <m "m mgm Na"Dm Nm rn rnn N rOOn mP n mm N C!
J ~ 0 o m~ U Z~U OI~~phn lO~m~tiN$~
n~y NNN°V ~ny ~[oVn[VmtVm o ^ N ~m^ w^ryn y~ mm rM mnm rn [D[VV c-cVV 3`$$ J J J J J mJ J J o J J J J J J J J J J J J `J `J J J J
~ ~ o ~ ~ o ~t~~ ~8 < ~ O ~ w N~ m NU
O z ~ ¢ ~ m$ e 7 ~ - - i - ~ W W~ 3 W W 3` O W~ W W 3 3 3 w W W 3 W ~S (~VV W W W W~ OO VI ~NNNO vs. qr°j N14 AMN~NM mm $O~[mi
O ~ U < j o z w~ ~o'Yh ~p =U ~io00Ntn~)n N1 Y1010~1 ~Yin ^NF FryF Ise ~Nrtn
W ~ a a ~ m w a o o~ m C7 F ~ o cs ~ ~ ~ v,' W w F ~ F F i ~ a F ~ ~a Cr(181F5 G! &tQDA S NORBI ~ ° Z VI Z m Z Z m 2 2 2 2 2 ~n Z Z Z m m m Z m m m m ARLES G. Ai BRENDA S. NORBACl1 Z . m m N m
< 3 ~ J ~ w 2 w w a °a U w N2707'191Y g~ (DB 786, P6 123) (DB 786, PC 123) I i °mnnno H^ moNm rr o00mmmnMM Nm om°NN~~yy° mMrn MNn^m~ mn om Bonn
i ~ I/ Iw I I ~ g I . ~ ~NNNNNn~iannan nncmin~'M"o8-nnr
Q ~ ~ ® ® O0 I EXISTING CANAL N23•.w'DOw I~ ~ ~I r <~n10=°<=n~ °niO O°o$O°o gonna o_uni .Y+n p°on OnoB~[v1
1266.97 µ .DD ~ 556.1e' ~ t ~ I 876.18' U Mvl ip itl$.-$ O $ O hifi</Mi m 2 °'1 0^ No "Y <O° b 8 GInaNNn.- b F°n So o. b". > °b~ .n irhb bbbbbb' 6n to :o' in 6 1" ^ ~ 1~1~ PO~~~N O~O~N mOi ^NNNN NmNN~ OOOOiP
1- 738.40 ~ .-I a ~ ~ r \ I I "'g ]N mooNNBamOOO o00888$8v° °0°0888000 _ ooo~~ '2ooo°a °o,ooop pao Doo
_ ~ ~h~ ~ i___. ~ ~ - h NNO" VmY NNn NCOmV NrymvN N N Nm mY ~NA ry Nn p m O m m m N m h aa VV p 0 ~°o Y °tV0 ^ o° a m " m N n
o~ i ~ ~ 2Y 535.67' < =w ~ / ~ 6 g ~ m gp p .-OmMpo NMr NY Nm N m I ~ 1if ~MhN NNMVmf Y]MWiN~f i1Ar"I~~N O ~ Oc~ 6 h ~ ONN ~„f N
r 7s-ioot CAAIA AEC ~ ~ ~ ~ ~ / cu 1 ~ 1 ~ ( $ N n Y m m t m pp O r Y f m f m N M r m m I~ m m O^ U U U U V^^ N M^^^^ 'N°^ N N N N N N N N M M
U U U U U U U U U U U U U U U V V V U U U U U U
t _ I
a - -.-645--~- ~ CAAi4 ~~iA" c17 -IruBUC RaAD Aa R ~••m 2,4.78'^ 1.5% n N w r m u;-,m ; o n ~ z .i w o~D~r^ ^--a DO
/ ~ _ _ c~ ~ - - v D! O^ O O~ M N ih iV p, n h p o ~i N n p m m n N n Y'i r 0
~ I 1 a ze1.sD' c26 a ~ `d--mil - - I~'>s m VAN V1NN VIZZZ ZZ VmiN
/ M1 J O~ _ uI u ~.--='fi'~a 3'w ~ hoc / 3~- ~ ~Y n 1 _ C27 ~23 G ~ ~~w I ~ I~J U4 p°p N~ yyJ'I J ~ON W
~ ~P ~ 1 ~ / ~i0~ ~ I ' ~ I I ~ oI otiti . a ~-N16•sa•o3>v _ ~ mt t ro / IN K J 01~
~I I rl ._,-`IH.S~' _ 26 103 'a ~m ~Y .-I v -I 3 fill- , n 'aa I $ ~i H ~ r 1,91 f I/ n\ ~`'^om ~yd .~n~ / 568300 E uI 1 0° ~ l n~ ri min, r, G~ na 257.98' 3'30 w J J J J m n mom o N n 17.98' j V UUU V U V UUUUVv
d 's~ ~ ~ ~i% A ~ ~ ~ 3~ _ ~ ~ ~ _
' m , ~ 0'' ZD I (~f°w qq} Z d 9D' ~ ~ ~ ~^rc ~ 3~ ~ n~ nw °.a 3 ~ c, 1 ~ €Y ~ ~ I 1 ~
l ~ -1158D ~ i57-~-'- } - ~ ~ m y rv P ~ ~ ~ 1 l yp n ~ ,q 66.30'0 E I o tt
F1 e~ ~ R ~i' H" N - 24955'~~ c~ ~
Yom. 1 / n. - - - m . g ~ 8„ ~ W , I I N ~ ~ ~P N~ (7Y Om m m ^ AEO - ~M1 my Z(1 hip h O w0 sTa 'I',rr/I
, ~ 7 Sw ^w ~ `~7s- r DAMA AEC - / p .a s~ N
/ "y / a- -~-~~Z / o ^ 241.95' / N--.____- 14.79' -~_-CLE_ ~ til n ~ I f j' O ue ~ po - \ \ M h N ~ l z u + W W f m IA
~ a-~ ~i~D .118. 8' 97, ~ w 5J' ~~LI) / CW'~ 9'l' 92.21' ~ 516 n yL - . - . )D.39' ~ 1 ~ Im " ~ o
i - 1pt ,9EUANDS.. ~ _,--3,33,E Sis 50'00`6--... v~ ~ ~'D~ lpt s3 23.&5' JO.st Ny ~y I I / ^ W o cn z
'l 5253 'DOx ~ ~g - _ J Q i2S3 '00k ~ / cl + `
z m ~ l f0'30'E ~ ~ 250.30' a~ ~ 82.82' ~ ~ 250.30' H pi ¢
arc ? ; / -~I L,~ 0o a ~ _ ~ e I r I op ¢
o I ~ o ~ 8 ; ~ S~ m o
~d o ~ Z ~ b~~ q . = N ~ I S ~ ~ X70'0' E BC30'0' E b 2 ° O O
3 233.97' _ ~ Z ~ { I 233.97' I I/ J ffi °.u o
~ 2: m_ in `l _ - o e ~ F, W ~ ~ I- I. Q m I C) R( g (n Z U
g a~ pVg R1 ~ ~m I I w ~o W aa~~ I I I I ~ i ~ ~ I~ Q
II II . ~ ~J ~ ~ v Q P
~o ~ s- z ~ = H 237.,7' II i! ~ ! ~ I i.,, S' rf, n, ~ - i <Ic 233.,2• .=1 :I i ~ p, [5 ~ U o~ I S'~ ¢ LL'
t z~ •k
~L
I I I u' . I
~ / ~ ` ~ I I I ~ - O ` ` S2S30'00'E L J 232.58' / _ m x 4 r S2X30'00'E 232.56'
1 ~ " ~ ~ a v I & m QZ
Q ~ ` _ ~ ~I ff3W N_~ I ~ ~ I ~ ~ a I I I ^I ~ d a ~~a
' ~ ~ ~ ~ SCI R;OC~ / I & i as$ Cn
E Y mJ` N O ~ m ' •-O~ I-r-~~ G I N ~ ~y jy i0 ~ N ~y
I ~ ~l 24 .J1' r " 2~ .31 LLJ
~ I ~ # / ~ ( I ~ o I ~ ~ I ~ n~ ~ I
q ~ ~g ~i / ® y ~ o E- W ^ Z
F z / d I - I~ a NJ:~ I j _ / ~D. 5250. DOE I^ lyf _ I - 50.3
I 255.05' 52-730,09% mUh C w 255.05\ g
I a o / W
J ~ I ~ L5 ^ I / ` L52S OOE / se.ao o t/)
a ~ x m° I ! U d~N µ37e
~ ~ ++s'' ~ ~ s2asa'DD'E i / ~ I ~ 245.16` I z ~ ~ 1 S23'30'00'E I Lu 245.16' ¢
LL ~A \ P 1 a
~ A pU Lli G F- '
IN , (12 M~
- - ~ ING CANAL ° ~ ~ _ EXIST _ - =1s h w E- 'W 5 Z P , rp QL ~~~s9 I tl, ~ ~
v I N d N~<
/ / v. ~ yNI ?i and O ~ / - J- .lam v / W ~1 ~ ~ ~ O h. o' zZ a RIME
< ~ ~ - ~ ~ c-j R S ~~4 5 iW J
EXISTING CANAL w W °~s MEE
s I.DW MEW Imo
o
z ~ 4~bi>ftt4f?~ rc / Is x?a ioaon rez/r9 ~H
I
e fry k ~ V w \ I
w PRELIMINARY
ti_-~ i i PLAT OF
/ ~ r ' ~ GRAPHIC SCALE \ ! THE LONE CEDAR VILLAGE
/ ~r f + ~ ~t.... c° .t 100 0 50 100 0 200 200 I SUBDIVISION
REVISIONS J t~~~~ -,,,~~I~,.," M. DE I DN A E sr ~ r~`, .~~•~e°' NAGS HEAD TOWNSHIP
GEN REYSED LOT LAYOUT 11/00 DCJ lr~. ~~«-~gt GEN RENSED PER TOWN COMMENTS 11/15/O7 OCJ +~rfiiipH~.t DARE COUNTY, NORTH CAROLINA
( IN FEET ) SURVEYED BY W.M. MEEKINS, JR. & ASSOCIATES, INC.
1 inch = 100 feet SURVEYED ON JULY 1, 1999 SHEET 2 OF 2
.~_d 'sa~et~ossy ~ U~~nu~d~ 'sggoN OOOZ bZ~tiZ~Z>; 5ti ~oN PaM 6Mp~a~tsodmo~ ~olo~ fiut~~oM\OOOZ s6utrae~~ jeut~ c,Zg
eu6 Ieut3 928\sbuTmPJ0 008\539IAa3S VHiX,3 - 39V~~!A ad039 3NF 806640\AlN(109 iHvo

i
i
i
I I '
h
;n.,
~~1,r~ ~1

" V ICINITY MAP a
a
M N RBOUR
a, r
U - _
~ -
~ `~y
C
L % ti~", ~ ~ ~ _ r: £
Q ~ ~ 2 1
a 1 O
~ A{AN ~ TEO
a Q r- o

~ ~ ~ Q o , o 0 1 T ~ ~
~ ~ ~j.., r
N:~ ~ ~ ~Q' /
F' ~ O AS S o
m _ r
, h I 1
Imo.-. V N 'J~~,~^~ ~s
Q
o~"'~ R NOKE ISLAN
a~ 3
Q Z SITE -SITE
o ~
a-~ ; ' ~ HWY 64/21 - HWY 64/264
o' O w: _ U, Q
w ` O
Z ~tt• O J
O ~ p.4 O . a NOT TO SCALE
~ ' ~"ai,4~,~,> N ;FI
sa.,,-` H NY
o ^±u~ . ,fi '~'3
to , ~~,"T C . ti
~ :.;n}ri'
LC) cti , m
~ _.;~y., ~ a uLCpEwY
oi,; ~`.t.~` c ASNE ~ v I~ ~ StC~ RGCgNGlWI CIAYEIL PfR5011 VANCE WARREN NDRDYAIPTGN GTES `aNNNUn~nNNl
fC1 ;M ' " NERIF A ~ WATAUG,1 GW~NvllE ORD 4S A- C ~ o eo: ~ ,I
p wllJ(ES NwFAx " F~ far c, YA11NW FDRSIM . 4,
~ YROIELL A1Epf ORAM6E rL ~ CUlFORD AIANRICE FRW(l1N BERRE o ~t
j ~ GID'1~1 DUtlYY CIJ YANCEY AlF%INDER WNE NASfI ~ l~
LL1 EDGECWBE H ~;s~ ~ GNI80N YARfH ~ BIMIKE TIA~ WASHINGTON 02369 's ~ \g
~ Mc DDKLL GTAM9A RMOOIPN kNTNIY DARE W BUNCOMBE ROIIAM • a \
~ ~ INYWOOD Plff BEwFORT y,,~ ,~~?\a
Q ~ UMtOIM ~ GREENS NYi~ RNMEAFd10 C ,lP~,,a~ - huunn~uN I Z ~ eaU
X - IENDERSON CABARAn VAYNE CIEVflAIO l1J ~4tc+;: JAp(SDN ~ SLWLY YONIOOIERf YOORE T
vy.n ~ ClEAONKEE YACON TRANSM1YANU LFNOR CRAVEN
W ~~A,h, C{AY Q PAMUCO
J UNgN ANr011 ACIIYOND MOKE CI~AND JONES O J ~ 4 4 DUPl1N H t~ ~
> ti. b ~ ~ } SCOIUND ONSLOW
lZ "i4 4 ~ ~ is GRiEREf
ROBESON W F BIAD01
LL.I ~16 ~ PENDEA Zf i
,o _
NDN
p~ 07W6UB
Ol' Q { f ° BAUNW" i T.
1ru CONSULTING ENGINEERS NAGS Hf:=1D, NORTH CAROLINA 27959
Z
O sd:
W 2a
Q , p

DRIVEWAY FILL BY 2" TAPE I-2 BITUMINOUS } ~
~ 20' VEGETATED BUFFER _ _ _ _ / PROPERTY OWNER BUFFER r` CONCkETE SURFACE COURSE ~ ~ooooo
ROADWAY ~`l LOT FILL BY
< 4" TYP ~EGE~Ib OF SYMBO~.~ • 4 ----4,--__ 2_-------9----`-- - 9 2 8 PROPERTY OWNER o °o °o 0
~ QpAr-.-~O
SLOPE 1~4 PER 1 -0 ~ SLOPE i/4" PER ~ ~ ~ ~ 3 4 _ ~ N
-SF sF-- TEMPORARY SILT FENCE ~ ~I 1 ! - ~1
BOTTOM OF DRIVEWAY SWALE o 1 0 t cn - /
" U Z _ 6" AGGREGATE Z - 8" TO 5" AGGREGATE BASE COURSE ~ ~i~EPARED AND rn ~
404 ETLANDS DELINEATION ~ YP A RV ~ WA Y C NCR N WA L 1~ BASE COURSE SHOULDER ~I;ADED SUBGRADE 1 z ~
SLOPE: 1" PER FOOT (Ti'PICAL) MATCH EXISTING GRADE W U
I NOT TO SCALE ~ _ _ • _CAMA WETLANDS DELINEATION ~ ~ ~ ~ O
I ~ Z ~ ~ O_ p
- - _ 36" DIA X 9° TALL WELDED GALV STEEL RISER CAP I cn z cn~z~
> ~ z w ~ w 58' - W a w w ~ p - ~ _ ~ Z W U
EL=6.0 ~ ~ Z
_ _ _ EL=5.62 FILLET WELD RISER PIPE TO OUTFACE PIPE 4 4 S T I V A - ~ ~ O z ~
~1 i~ ~ S AIV ) U w T N A A I E RIV . CEDA R A D CT I~ W , ~ ~I C TA ~ a~zZQ
24" CMP RISER PIPE I~dOT TO SCALE ° ~ 3 0 ~ '~ooQ~
g o
~ ' ~ ~ 15 CMP OUTFACE PIPE MAT '-i ~ oWWpW CI ~N E ~H E ET 3 CF 8 W _ - pppUp
\ EL=3.6 - - w w w w w
~ ~
wwwow ~~~Uw i ~
LL'-1 I
~ R T N f~ WA U D r ~D ~ W W W W W 15 Z5. I ~ 6.2 o urca~~~~
I I - I
R A D W N 4 8 ~ n I N ..1NHlllllllpu y
m NOT TO SCALE ~ ~ I I I N~ 1 "yj
~D 7 D I 6 ~ LIMITS OF o Ny ) ~ \ I ° . Flo ~ N ~ DISTURBANCE ~ ~ ,
L'1 ~ ~ ~ , pv: s N I ~ a ~i.J.
~ I e ~ ~o I D ~ 's M -b
i LOT FILL BY ~ - -40' 75' A 40' RAW - :-20' TYPICAL ~ N U: ( ~ ~ a ~
PROPERTY OWNER 75' AEC SETBACK I (T(PICA,Lj ~ ~ r~ - ? - ~ ~ (TYPICAL) I 20' (TYPICAL)-~~, ~ -10' (T~'PICAL) 'Z 'yip J~.~r
2" TYPE I-2 BITUMINOUS ( CONCRETE SURFACE COURSE
UTILITY UTILITY ~ EL=6.0 - ~ a''a a°°~ FL-4.1 qbl (~-'~N~~~ CENTERLINE SWALE & ulllpl111i
EASEMENT R/w R/W EASEMENT LOT FILL BY RIGHT OF WAY (TYP) ~ I _NEW CLASS 8 RIP RAP WITH NON-
10' 2 12' 12' 2' 10' PROPERTY OWNER WOVEN GEOSYNTHETIC UNUERLINER '
TOWN OF N,4GS HEAD I ~ ~ ' ' WIDE DRAINAGE I ~ TOWN OF NAGS Z
- EL=5.62 SLOPE 1/4" PER 1'-O' SLOPE 1 4" PER 1'-p" _ _ EL-5.62 EL-5.62 EL 5.62 _ NEW 20' LONG CLASS B 14 20 EASEMENT. ~ HEAD ZO' WIDE • DRAINAGE EASEMENT r
4 4 RIP RAP WITH NON-WOVEN I ~ r ~C ~ 5 NEW 20' LONG CLASS B ~ ~y .
~1 1 1 1~ GEOSYNTHETIC UNDERLINER RIP RAP WITH NON-WOVEN _ _ w U~
EL=4.1 4 6" AGGREGATE 4 EL=4.1 8" TO 5" AGGREGATE BASE COURSE PREPARED AND GEOSYNTHf TIC UNGERLINER , < < - I ~
6 BASE COURSE SHOULDER GRADED SUBGRADE 6 I ~ k ~ ZO ~
SLOPE: 1" PER FOOT TYPICAL ) MATCH EXISTING GRADE ~ OUTLET CONTROL ~ ,~,y U J ~ o DAhrf u ~ ~ r, o
~ PAVEMENT WIDTH = 12 .,r ~ Q N p
60' A FEET IN CURVE. PROVIDE r ~ Z v A 100' TRANSITION TO ~ U C N
2.5 ~ / d~ W _ I 10 FOOT WIDTH FROM p
BEGINNING AND END - ~ ~ ~ ~ d~ ~ G ~ o d. OUTLET CONTROL STRUCTURE, ~ I OF CURVE ~ ~ C ~ U
v SEE DETAII THIS SHEET / ~ \ Z N
- ~ A & WA T A~ ~ ~ C ~ ~ / 1 ~ N ~ I ~ CENTERLINE SWALE & E1,1 o
Q NOT TO SCALE Z ~I TEMPORARY ~ ~ Ii 1 RIGHT OF WAY ~ ~
a,:~:: o GRAVEL CHECK ~'CI, ~ a C x y ~ V t,,~ v o
aNi 40' ~ 13 DAM (TYP) ~ ~ y ~ Z ~ ~ ~1 1 9 V N
.N LOT FILL BY PROPERTY OWNER ~ _ ~ ~ ~ ~ ~F, ~ - C ~ fA
~ 2" TYPE 12 BITUMINOUS CONCRETE SURFACE COURSE D ~ ~~.A ~ ' ,y ~ ~ ~ p W ~ o, ~ ~ ~ r ti / ~ z
~ UTILITY _ UTILITY a ~=ASEMENT R/W ~ EL-6.0 R/yy EASEMENT D I PAVEMENT WIDTH = 12 FEET IN CURVE. ~ ~ 6.0 O \ - - V Oa M ~ 'V ~ ` ~y, s 75-foot CAMA AEC V ~ U ~ ~ c', I PROVIDE A 100' TRANSITION TO 10 FOOT ~ ti ~ 2 " I
~a \ I LOT FILL BY ; 'NIDTH FROM BEGINNING AND END OF CURVE ~ ~ ~ ~ 2 ~ ~ , 3
~ 10' 2' 10' 10' 2' 10' I PROPERTY OWNER U ~ 21 w
~ MEAN HIGH WE TER 12 ~ ' 1, ~ ~ ~ ~ z ^ , ~ ~ ~ N
~ - EL=5.62 SLOPE 1/4" PER 1'-0" SLOPE 1 4" PER 1'-0" _ _ ' ~ , EL-5.62 EL-5.62 2, EL-5.62 " 1' thh 4r ~ ~ li7
4 4 3 Q Ov ~ ~ ' 3 GRASS LINED ~ 1~ Q ~ ~ ',4 ~ ~
ui ~ 1 1 1 1 ~ ~ : SWALE (Ti P) ~ I Q V y ~ to O
~ _ EL=4.1 4 4 EL=4.1 = 4 0 6 AGGREGATE ~ o _ 8" TO 5" AGGREGATE BASE COURSE PREPARED AND m , O
r, 6 BASE COURSE SHOULDER GRADED SUBGRADE 6 r z J ~ N Q- N Q tN
°o' SLOPE: 1" PER FOOT (TYPICAL) MATCH EXISTING GRADE N ~ N
q• I Y
O
u~ ~ EXISTING 3T X 6' PIER
11 6.
- ~ N A U N A ~ W A~ Ctl 1\
n NOT TO SCALE ~ CENTERLINE OF SWALE I(-
EXISTING 45' X 14-1/2' DOCKING c EXISTING PILINGS (TYP) STRUCTURE TO BE REMOVED ~ z ~
NEW 10'X20' CLASS B RIP RAP WITH 5 ~ ~
NON-WOVEN GEOSYNTHETIC UNDERLINER. ~ . ~ r ~ Z
3 -o TOP OF DAM I -
,v EL=5.4 LONE CEDAR COURT ~ TEMPORARY GRAVEL ° EL=4.75 CEDAR ISLAND DR ~ CHECK DAM (TYP) ~ frl ~ O I ~ I~ ~ GRASS LINED SWALE - ~
Q , a oD I y Q
o ~ ~ 9 0 ~ Z
TOP OF SWALE TOP OF SWALE ~ i • m ~ Z 10 ~ Q B ~G ~ B ~ ~
z jf • ' _ _ _ CAMA WETLANDS ° EL=6.00 o ,t; , ~ - a a 2 ~ ~ ~ ~ O
o LONE CEDAR COURT i 404 WETLANDS ~ IC z ~ L1 - I - TI - -
~ EL=5.0 CEDAR ISLAND DR 3 ~c ao 6 ~Lc ~ ~ W - W
FF m CLASS B RIP RAP WITH ~ GPI m 4 ~ P F ~ ~ a~ 5 z ~ d ~
FL=3.9 4 0 c NON-WOVEN GEOSYNTHETIC UNDERLINER 1 ~fo .3 IS,foof ;~5 8
L , CAMA AE , I~ ~ i ~ ~
° - TOP OF SWALE _ ~ - - - ~z >W
~ FLOW LINE - - o 0 I CENTERLINE 0 ~ Q U
LL I ~ SWALE ~ ~ Q I
~ T OF SWALE 5 CLASS B RIP RAP m FL=4.1 - I ~ Q p Z
~ WITH NON-WOVEN 20' WIDE PRIVATE I ~ ~ W Q "O w -
m GE05YNTHETIC UNDERLINER 5 I c DRAINAGE EASEMENT U z Z
3 404 WETLANDS & TOP OF SWALE f0 LIMIT OF DISTURBANCE m FL=4.1 ~ W ~
L ° Ul o ~ TOWN OF NAGS HEAD NOTES: Z Q <C W
0 4" o 28LF t2" RCP OUTLET CONTROL DAM m 0 z
~ ®0.5 FL=4.0 A SF SF _~.1 ~p~ _ _ ~ ~ 1. ALL STREETS SHALL MEET TOWN OF NAGS HEAD ~ W ~ _ _ ~ ((P.) rn ~ STANDARDS AS SPECIFIED IN THE TOWN OF NAGS O
~ A A L SF SF IN -4.0 18' (TYPICAL} U ~F F d ~ ~ HEAD CODE OF ORDINANCES. 5 5.~ co ~ z W
_ _ > SF SF S SF SF 5.~- , . - - - - - y° 2. NEW 1 WATER SERVICE TO BE PROVIDED BY = z
~ NOT TO SCALE - - - - - - - - - - - _ _ •2_ _ 5.3 CEDAR_ I_SLAN 50' TAPER _ N DEVELOPER FOR EACH LOT AS SHOWN ON SHEET ~ > ~ ~ w cn ~ ISLAM DRIVE - _ _ Gz 7 OF 8.
a .4 6.0 - - - - ~ PRIVATE 58' ACCESS E _ E 58' ACCESS EASEMENT) 5.4 x ~ I o 3. ALL WATER LINES AND THEIR APPURTENANCES SHALL
x - - w - - - - - - ~ _ _ _ ~ 8E CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF
5 4 58- TYPICAL - - - - - ~ ~E - - ~ t P) v NAGS HEAD CODE OF ORDINANCES. DATE: 5~~~~ ~ 5.3 z
~ S~G~~: I EL=4.1 A a , 5F NOVEMBER 2000 J~ >
J _ J F SF SF SF~_,3 % \ SE i - SF S NOTES: DESIGNED:
H F -SF SF SF SF SF SF SF SF > _ _ .6 _ S ETW DCJ 2a' _ so~ (rv~) 1. FILLING OR OTHERWISE MODIFYING THE SWALES,
INV=4.1 a ~nP-1 ~ a (nP) DITCHES, CULVERTS AND OTHER STORMWATER DRawrr.
~ 58' ACCESS/UTILITY EASEMENT U CONVEYANCE DEVICES (EXCEPT FOR THE M F
MGTf'I~ FXICTI~If`_ rnnicrpiirrinu nG n ninp~~ni nAnir~n~nv
W Z a. p „ CHECKED: CROSSING) IS STRICTLY PROHIBITED. ETW
J CENTERLINE OF
_ MATCH ExisTiNC US HIGHWAY 64/264 VARIABLE R /W ExisTiNc rn MELVIN B. DANIELS' - EXISTING EDGE OF PAVEMENT 2. UPON COMPLETION OF CONSTRUCTION, AND PRIOR SCALE: TO ISSUANCE OF BUILDING PERMITS, STORMWATER 1 " = 50
BRIDGE. MANAGEMENT FACILITIES SHALL BE CERTIFIED BY
i r THE PERSON WHO PREPARED THE DESIGN SHEET 1,10.
z CERTIFYING THAT THE CONSTRUCTION IS IN SUBSTANTIAL CONFORMITY WITH THE
- _ f TOWN-APPROVED PLANS AND SPECIFICATIONS.
w cr- 3. ALL LOTS SHALL BE GRADED TO DRAIN ALL BUILT
a 0 UPON AREA TO THE ROADSIDE SWALES.

~ ~ ~ ~ UUUU
m O p ~ p
O O O w ~ 0 0 0
LEGEND OF SYMBO~.~
Q ~ ~ r N LOT FILL BY R/~"~ R/W p ~ ~ ~ N
PROPERTY OWNER 40'
-SF SF- TEMPORARY SILT FENCE
UTILITY ~ EL=6.0 UTILITY EASEMENT EASEMENT
10' 2' 10' 2' 10'
404 WETLANDS DELINEATION
EL=5.62 EL=5.62 SLOPE 1/4" PER 1'-0" , - ~ 3 U~
CAMA WETLANDS DELINEATION 4 ~1 z 1 _ 1 ~ ~ ~ z
_ EL=4 1_ 4 ~ p z z ~
W ~ w w ~ ~ ~
_b ~ d W ~~w EXISTING GRADE U z O O ~
60' - w U U Q
p~'s~o
w ~ ~ ~
TION - ~ ? o~~~ L ~l A R A ECT O ICJ ~
~wwo i~ n~daw
WAS A A U~~ 14 0 19 p ~ ~ U - w W W W
NOT TO SCALE ~ ~
w w w O ~ ~ ~ U
GENERAL NOTES: ~ z z z } ~www
1.) THE CONTRACTOR SHALL CONTACT THl POWER CO., GAS ~ OOU
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR '.J
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION BEGINS. INIIININIIry1GH ~ ~4i ( j
2. PIPE SEPARATION; THE FOLLOWING MINIMUM PIPE SEPARATION ~ N ~ d ~s
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS 18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND NN ~ U
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER Y° ~ o ~p$
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE d :
SEPARA110NS CANNOT BE MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND 9i~r II~oP`
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL ~~iljal/j111
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
WILL BE MAbE AT DUCTILE IRON PRICES.
3.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE MAINTAINED: 12 INCHES MINIMUM VERTICAL SEPARATION MEAN HIGH WATER ~ I
BETWEEN TOP OF WATER MAIN AND BOTTOM OF CULVERTS. J//
36 INCHES MINIMUM VERTICAL COVER BETWEEN TOP OF WATER MAIN AND FINISHED GRADE. 24 INCHES MINIMUM U i/J
COVER BETWEEN TOP OF WATER MAIN AND CREEK BED. SINE L ORE A N N s h r^~
ON TOWN OF NAGS HEAD 10' C A 4.) EACH WATER METER TO BE LOCATED Cj N T1 IS A X to VI v/
UTILITY DRAINAGE EASEMENT LINE IN I f?ONT OF THE INDIVIDU L LOT WHICH IT IS TO SERVE. . . ~ io n ~ UJ ~
5. NO TWO WATER METERS SHALL SHARE THE SAME TAP. ETLPNOS PNpS
) AMP W. ~4 WER EACH METER MUST NAVE ITS OWN INDIVIDUAL C 40 ~ N O ~ I~ ~Z v N
. . CONNECTION TO THE 6° WATER MAIN. ~ ' • r ~ U c ~ ©i W -
SNOREUNE 19 . • ~ J ~ r tq ~ I ~
a
18 I Q ~ Z t N C ~
TOWN OF NAGS HEAD NOTES: ~y~ ~ N
e 6 Z A AEC 1. P.LL STREETS SHALL MEET TOWN OF NAGS HEAD STANDARDS -foot CAM a ) 75 ~1
AS SPECIFIED IN THE TOWN OF NAGS HEAD CODE OF ORDINANCES. ~ ~ U W v c
~ RVICE TO BE PROVIDED BY DEVELOPER FOR 2.) NEW 1 WATER SE ~ V ~ 2 ~ I L ~ = i y cn ~
~ EACH LOT AS SHOWN ON SHEET 7 OF 8. 5 MEAN HIGH WATER C W rn ~ O 2 I vl
~ - 3. ALL WATER LINES AND THEIR APPURTENANCES SHALL BE CONSTRUCTED 5 ~ o ) m IN ACCORDANCE WITH THE TOWN OF NAGS HEAD CODE OF ORDINANCES. V 4 z° ~
m a V U ~ 4, 2 Z ~
a c. ~ ~ _
~ v ~ r ~ W I r
y ~ ~ = o N I ~ ~ ~
_ . U 1 'Q O v N
-i ?..0 75' AEC SETBACK 0 U V y
z ~ ~ ~ S~ ~IYPICAL) 2 2 rr,~ (n O
c r. h .C r N 4.
v Z ~ 0 N
o R=4.1 o ~ I m N Q
N I ~Q
2 7.0
62 o
v s,
J J Ui J
o cn 6.2 I ~ ~ ~ ~o I' 0
o 0 17 o i i rt 0 Irt
~ ~ cn ~ D v 6. 6. n
~ ~ I D x ZQ D F--~ O z
3 ? D ~ m ~ D v 1
~ n In ~ a ~ ~ H ~ ~ Q
O D 7-, - U Q
a I ~ ~ Z
w D U m ~ Z I ~ Q ~ ~ ~
w GRASS LINED z "SWALE (TYP) ExlsTlriG ~ ~
o PROPERTY Llf•lE z ~
16 Z / W W J ' ~
I ~ ~ 5 ~ ~ ~ lL D 6 !n . ~ O z O r d
a~ ~ ~ D c / ~ ~ I ~
CENTERLINE SWALE ! ~ ~ ' 1' & RIGHT OF WAY (TYP) ~ / ~ ° U - Z
~ ~ o Z w ~ O
O a, ~ o' O Q ~U
~ o Q ~ ~
D o Z
ni ao W Q "O w C7 -
L o, ~ . U = Z~
a - - O W ~ 0~
m 0 Z Q Qw
Y?~" O O z ~
_.O W <,; J ~ O O
Ul • W , W z
U H _ ~
w- cn r O

¢ M
DATE: NOVEMBER, 2000
w ~w, 'c~
as DESIGNED:
ETW DCJ
> <; ;Q DRAWN:
MF
'w ' rumu~'n•
.`1+k1..
.z © ETW
J.`r art-, SCALE: 1 „ = 50'
O m `
Q i SHEET NO.
CD rat. U ,a 3
cr, i,7} Q $
OF: 8
k ti

m U U U p D p
O O w O
a~~ LEGEND OF SYMBOL. i Q O~f~ p

I
NEW WATER MAIN "a~;,
- ~ - - ` - EXISTING WATER MAIN
FOR CONTINUATION-SEE SHEET 5 OF 8
RIGHT-OF-WAY Z 0
XI > ~ Z Z E STING w ~ w w
I PROPERTY LINES I PROPERTY LINE ~ - ~ g ~ ~ ~
U O O
' ~ w vv 15 p~ ]Zz
® NEW WATER METER / O goo
g~~
Oww
EXISTING GATE VALVE t~ J~~
WATER METER SERVICE ,~X,' p p p CONNECTION (TYPICAL). ~ H ~ ~ ~
TO BE LOCAILD AS SHOWN. ~ ~ j j
N NEW GATE VALVE NEW w w w NEW LIGHTING-175 WATT SOLIIUM VAPOR ~ H ~ ~ ~
COL( COLONIAL TYPE. (TYPICAL)
' ~www ~c~OC~
NEW FIRE HYDRANT
t ~ ~ ~II?nunllupp,~ b
14 I
EXISTING CONCRETE MONUMENT (TYPICAL) 20' (TYPICAL) TOWN OF N~~, . '~.S'•y ,
20' (TYPICAL) ~ ~ ~ HEAD 20' Wil~~~ ~ ~ pg v y 10' (TYPICAL) DRAIN EASEhfi:~,~ s~~s~ .'s
. EXISTING IRON PIPE TOWN OF NAGS ~ ~ -
HEAD 20 WIDE _ N ~ U; .y ~o ~
DRAIN EASEMENT.
NEW REBAR '%dp ~ ~ , a I % ~ pP
1 „ N1N11`,,Y 1111
NEW LIGHTING

sroP NEW STOP SIGN o~ V STA 4+87 2
r' m ~Q 1-6" X 6" TEE ~ 0 Q. 1-6" GATE VALVE
ge * (n L~l 1-FIRE HYDRANT ASSY ~
13 4~ zo ~
~ V~ rn ~ ~ ~ a
GENERAL NOTES: Q N p ~a ll~ Q
V ~T O N p~ ~ ~ i
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR ~ ` J .o
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, au v ~c ~ v
OR LINES BEFORE CONSTRUCTION BEGINS. U ~ ~ CA Z t N _1
a 2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION MEAN HIGH WAT R E WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION 12 ~ c ~e o~W I='
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS r. NEW LIGHTING-175 WATT SODIUM VAPOR 1 ~ C9 Z 1
ui 18 INCHES VERTICAL SEPARATION BETWEEN GRUBBING OF COLONIAL TYPE. (TYPICAL) ~ C V W ~ p ~ Z 0~
SEWER INCLUDING FORCE MAINS AND WATER MAINS. ANO ~ ( ) cn ~ 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER o
o (INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE m ~
a,,:;'';; SEPARATIONS. CANNOT BE MAINTAINED, DUCTILE IRON PIPE z o w I rn ~V ? o~
NULL BE USED 10 FEET EITHER SIDE OF CROSSING AND m ~ ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL V aV zM
`D FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE Q zZ I
t APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT TOWN OF NAGS HEAD NOTES: ~ ~ WILL BE MADE AT DUCTILE IRON PRICES, ~ NEW 6" PVC 4.1 • _
3.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION 1.) ALL STREETS SHALL MEET TOWN OF NAGS HEAD STANDARDS r yry,.', WATERMAIN ~ _ NEW 2" PVC ~ ~ c
WILL BE MAINTAINED: 12 INCHES MINIMUM VERTICAL SEPARATION AS SPECIFIED IN THE TOWN OF NAGS HEAD CODE OF ORDINANCES. BETWEEN TOP OF WATER MAIN AND BOTTOM OF CULVERTS. WATERMAIN - ~ ~ I c ~ 0 ~ N
36 INCHES MINIMUM VERTICAL COVER BETWEEN TOP OF 2.) NEW 1" WATER SERVICE TO BE PROVIDED BY DEVELOPER FOR 11 ,.Q ~ ~ o
WATER MAIN AND FINISHED GRADE. 24 INCHES MINIMUM EACH LOT AS SHOWN ON SHEET 7 OF 8. ~ ~ COVER BETWEEN TOP OF WATER MAIN AND CREEK BED. 3.) ALL WATER LINES AND THEIR APPURTENANCES SHALL BE CONSTRUCTED ~ U Q ti Z c
i ~ EACH WATER METER TO A OF NAGS HEAD 10' IN ACCORDANCE WITH THE TOWN OF NAGS HEAD CODE OF ORDINANCES. 4.) BE LOC TED ON TOWN ~ ~ VI O O ~ L
UTILITY/DRAINAGE EASEMENT LINE IN FRONT OF THE INDIVIDUAL ~Z ~ N d
° LOT WHICH IT IS TO SERVE. 0 N _ 5.) NO TWO WATER METERS SHALL SHARE THE SAME TAP. ~m ~ c N t
~ EACH METER MUST HAVE ITS OWN INDIVIDUAL r
,ri CONNECTION TO THE 6" WATER MAIN. n n m A
m. O ~
r+ ~ I oD
cv 2 I 9 O _i
10
o 7 7 ~o c
3 3 6
m ~ 5 1 4 ~ Q Z z
3 i 8 0
V O I - o ~ ~ ~
S 4 d Z 1 ~ U
O W ' U ~ _
W I ~ m J
Z O J ~ ~ O ~
O O Z Z
O N Q I.a.l
m m ~ Z z ~ Z O
C ~ ~
(0 ' L O Z ~ v w
O ~ I ° _ 1-- 2a' ~ ~ w x
C .N i (nP) N~ ~ w
w ~ ~ ~ Q o z J - - - Q I -
N 50' TAPER I ~ 0 `t
CEDAR ISL (PRIVATE 58' A C m )AR ISL ND DRIV s, ~ ~ RIVATE 58' A CESS EASEMENT) tiFr o 5~ w ~
c,~~ 58' (TYPICAL ' ~ 43' -i- U I W
~ " 4.5' ' ~ - (nP) BUFFEF' • i ENSION ~ Q W
4.5 O ~ o>s ~ (TYPICFi ~ - ~ Z Q ~
0 o _ _ m _ _ _ _ ~ ~ z
_ _ _ _ _ _ _ w _ _ STA 7+15 _ _ _ _ _ _ _ _ J ~ - - J
~ 7 STA 3+76 1-6" X 6" TEE STA 0+00 O -
1-6" X 6" TEE 1-6" GATE VALVE NEW I W REMOVE EXISTING 6" PLUG AND BLOCKING 1-6" GAT VA - COLOP - VA STA 11 +25 HWY 64= 7' - LL1 ~ NEW LIGHTING 175 WATT SODIUM POR 8 (TYP) Z COLONIAL TYPE. (TYPICAL) 0+00 LONE CEDAR CT STA 11+69 = ~
cn ANO TIE TO EXISTING 6° STUB OUT. E LVE 1 FIRE HYDRANT ASSY a 1-6" 90' BEND 1-FIRE HYDRANT ASSY 1-6" X 6" TEE 1-6" X 6" TEE O
NEW LIGHTING-175 WATT SODIUM VAPOR 1-6" GATE VALVE 1-6" GATE VALVE ~
w BUFFER EXTENSION TYPICAL COLONIAL TYPE. TYPICAL EXISTINi ~ ) ~ ) 1-FIRE HYDRANT ~ : > EXISTING EDGE OF PAVEMENT STA 11+55 HWY 64=
i w. 21+04 LONE CEDAR CT V DATE. STA 13+46 EXISTING 6" WATER MAIN STUB OUT. NOVEMBER, 2~~~
~ US HIG a HWAY 64 264 VARIABL 1-6" X 2" TEE REMOVE EXISTING 6" r~.~i; AND BLOCKING
E R W J H _ 1-2" GATE VALVE AND TIE TO EXISTIN~~ ~ STUB OUT. DESIGNED: 1-6" 90' BEND
. . ~ . . _ ETW DCJ , . ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ DRAWN
Q O
° ' ' EXISTING 8" WATER MAIN AND GATE VALVE. „ EXISTING 8 WATER MAIN MF N
rwcrinir Q" 1AIATCD uni~i n~in reTC vni yr
w O CHECKED:
i ETW
00 O m SCALE: ,
m pz`, Q I= 50
SHEET NO.
H z
0 ~ t.
w ' 4
0
OF: 8
i~.r:

I _ _ _
r,: ,
m U U ~ ~
GENERAL NOTES: 0 ~ w ~ O
1.} THE CON TRACTOR SHALL CONTACT THE POWER CO., GAS LE~~END ~ O OF SYMBO LS Q
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR I a
f THE EXACT LOCATION OF ALL UNDERGROUND MA INS, CABLES, NEW WATER MAIN
OR LINES BEFORE CONSTRUCTION BEGINS. 2•) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATI
WILL BE MAINTAINED; 12 INCHES VERTI ON
BETWEEN CROSSING OF SANITA CAL SEPARATION RY SEWER AND STORM SEWERS RIGHT-OF-WA Y
18 INCHES VERTICAL SEPARATION BETWEEN CROS SING OF SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER (n
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE - PROPERTY LINES Z _O
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE i WILL BE USED 10 FEET EITHER SIDE OF _ cn z cn
ALONG ENTIRE LENG CROSSING AND TH OF LINE LESS THAN 10 HORIZONTAL > ~ z
i FEET FROM WATER MAI T ~ W ~ w NEW WATER METER W a ~
APPROVA NS. HE CONTRACTOR SHALL RECEIVE L FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON PRICES. i~1,'~I ~ ~ U ~
3•) PIPE SEPARATION: THE FOLLOWING MINIMUM PIP E SEPARATION W1LL BE MAINTAINED: 12 INCHES MINIMUM VERTICAL SEPARATION ~ ~ U W ~
BETWEEN TOP OF WATER MAIN AND BOTTOM OF CULVERTS. ` N NEW GATE VALVE ~ ~ z 03
36 INCHES MINIMUM VERTICAL COVER BETWEEN TOP OF WATER MAIN AND FINISHED GRADE. 24 INCHES MINIMUM }o ~
COVER BETWEEN TOP OF WATER MAIN AND CREEK BED. NEW FIRE HYDRANT ~ w
4.) EACH WATER METER TO BE LOCATED ON TO WN OF NAGS HEAD 10' ~ O d
UTILITY/DRAINAGE EASEMENT LINE IN FR ONT OF THE INDIVIDUAL ~ ~ ww
LOT WHICH IT IS TO SERVE. Qe 5,} NO TWO WATER METERS SHALL SHARE THE SAME TAP. NEW LIGHTING ~ >
~ EACH METER MUST HAVE ITS OWN INDIVIDUAL ww , ~ ~
CONNECTION TO THE 6" WATER MAIN. o°
0 Q ~ww
i ~ c~
NmlNnn~/fy',
i I " a\0 "y '
e~ ~ ~~~i ee oe~ ~ p N ~.0. ~
~ h e
~ M 'y ;,y N ~U;
,re
9 . ~ ,,y",~, ~ e~., ~q.\\~\.
i, ~ - u nun
i
MEAN HIGH W~ MEAN / HIGH WATER
~ .
AL N U
CA I NG TI IS E~ SHORELINE Z
~ U ~i
~ x'o ~ U o~
~ N o ~ Q o
19 19 - v mz v N
a ©y U v I ~ J 'o
a 18 ~ ~ I ~ ~ ~ ~ U ~
vi as ~ U z sN
, c ~ .n
1 U ~,I p N ~S i r ~ ~ z
~ ~ NEW LIGHTING- TYPIC MEAN HIGH WATER ( a 175 WATT SODIUM V~ LIGHTING-(TYPICAL} ~~r C V x "ra •a, 111 ~ O WATT SODIUM VAPOR COLONIAL TYPE ~ Z v W
~ ~ v
c,, ~ C _
WATER METER SERVICE ~c ~ ~ STA 10+44 ~ Q W ~ Z
L ~ CONNi.CTION (TYPICAL). L TO BE LOCATED AS V - v~ ~ i1-6" 90 BEND ~ a Z U M ~ 1-6 45' BEND
SHOWN. , ~ I Z
5' OFF PROPERTY LINE & ON THE TOWN OF ~ ~ ~ Wo = ~
~ EASEMENT NAGS HEAD 10' \ i 0 ~ LINE. h
0 2 y = ON STA , 'N ~ 10+79 0 v N
O 1-6" 45' BEND
O O N ® ~ U Q c
~ z o
to CU r NEW TOWN OF NAGS HEAD N
O . s' ~'1; N 10' WIDE UTILITY/DRAINAGE ~ ~
ti EASEMENT (TYP) N
m N I
U'-`', Q7 ;
STA 11 +04
L_^ LL 1-6" X 2" REDUCER
1'7 m ~ 1-2" GATE VALVE '
3
~r; . ' TOWN OF NAGS HEAD NOTES: o ;
1. ALL a., ) STREETS SHALL MEET TOWN OF NAGS HEAD STANDARDS NEW 2" WATER M H Z Q AIN ~ Z
' ~ AS SPECIFIED IN THE TOWN OF NAGS HEAD CODE OF ORDINANACES. C-900 PVC. (TYPICAL O_ y ~
~ 2.) NEW 1" WATER SERV ICE TO BE PROVIDED BY DEV ~ ~ ~ ~
z EACH LOT AS SHOWN ON SHEET 7 OF LOPER FOR o 8. ~ - ~ z I ~ Q
~ 3.) ALL WATER LINES AND THIER A o IN ACCORDANCE WIT PERTUANCES SHALL BE CONSTRUCTED - U I-
o H THE TOWN OF NAGS HEAD CODE OF ORDINANCES. STA ,9+19 cu 1-6 X 6" TEE ~ _ ^ m = ~
1-6" GATE VALVE N , m 11 ~ J
1-FIRE HYDRANT ASSY c ~ o 0 Z Z
3 f0 L
O 16 w ~ t"i Z z
~ Z O
NEW 6" WATER MAIN ~ ~ O Z ~
~ C-900 PVC. TYPICA cv ( L) U W
m i m ' ~ W X ~ W
m c Q o z J
m I Q
0 ~ o ~ F- W Q ~
o F OR CONTINUATI ON SEA 0 TION-SEE SHE W ~ ET40F8. v
= W
w U H w ~ ~
z"~ Q, ~ z
W C17 J ~ J
Q Q F- O ~
X LL1 W z ~
_ ~
LI.1 Q O
J J H
DATE:
~ Q O NOVEMBER, 2000
W U DESIGNED:
W Z ETW,DCJ
O J DRAWPI:
w O MF
s CHECKED:
r ETW
z SCALE: 0,
1 = 5
L 2 SHEET NO.
4 i '
L
~~'N~~i1'~,
~ F~,~'
_,tihh~~i~l. . I
,'i.yt, ` uF: 8

m U U ~ ~
O
W O \
Q \ p~\
~ I
z
- 0 . ~ Ul Z
C~ O
~ I~,~ W ~ ~
ID D ~ ~ W Mqp (Un ~
~ m .17 IN soOK ~ ~ O
p~'- ' 'OAgF ~ r U
D~ "D '9j ~ ~
m r ~ g
~Z O O w ~ a
m 0 0 w w
m~
- rn _ z < ~ ~
f~l
~ z z r w w ~ O c~
j J IIIIIIIIIIIli11/j/
C
TOWN OF NAGS • S~
EDGE OF F _ 1 HEAD 20' WIDE - • - EDGE OF PAVEMENT (TYPICAL) • Qvd~ ~.1 ~
- ~ i ~ DRAIN EASEMENT
I ~ • ~ N U
s~~,. o ~
D ~I • ~ Q
i~y1j4 dll,~~~
' ~ NEW 6" WATER MAIN (TYPICAL) 111A~ N~ ADDi110NA1 10' EA
~ ~ - ~ PROPERTY LINE RTY LINE SEMENT LINE
N
-
~ , , - _ _ - - - - - _ ~ U _ - 2
- l~ _ _ U
4i
D ~ ~7 i _ _ ~ ~ Z O In
_ _ D ~ UQ~ ro
E ~ N O_ M Li,I Q
LONE CEDAR COURT (3 Oa = ~ N y V c~
(PUBLIC ROAD 40' R/W) W ~ a~ ~ 1 0
~l - i NEW 2" WATER MAIN (Tl PICAL) ~ ~ v
' _ ~C ~ v U ~ z r N
~ ~ C p N
i i~W I = Z..~
a X .Z; C U W v v
u_t i TOV HEA TOWN OF NAGS ~ ~ Z J ~ ~ HEAD 20' WIDE ~ ~
ui DRP m - DRAIN EASEMENT ~ (n = ~ C L,,! rn
O 2 I vl
U'; O?;; U ~ z° ~ V V M
N ~a N! a ~ 22 ~ ~ ~ w
iJOTE: ~ FOR WATER MAIN PLAN AND A5SOCIATED W
m FITTINGS, SEE SHEETS 4 AND 5. FOR w
~ ' WATER MAIN DETAILS, SEE SHEET 7. U:: L y p N ~ ~ ~ O v N
L ~ o~
U Q ~ U 0 Q ~
In Z (n 0
_ - L _ , _ _ N Q.
O' _ i _ ~ .f - - -f I ~ ~ ~ _ ' ; ~ _ _._..._~l - ~ _ _ _ _ _ N _ _ _ I _ - _ _ _ _ _ to _ _ ~ N
~ ~ ~ _ . _ o _ - f - ~ _ _ ~ _ _ 4_. ~ _ s
o i i ~ , - _ _ _ _ _ _ _ - o ~ ' ~ - _ _ - _ _ _ a -1- i- I _ _ _ . - _ - i
i I i i _ ~ I`* ~ ; _ - N ~ -----_7 _ __I , , _ - _ _ _
~ ~ ~ _ _ m . ~ r...- . _ , _ ~ _ 1 _ - - - _ - - _ _ _ _ _ - _ - - - ~ i. _
1t7. ~ - _ - ~J _._1_ ._._-t° 1-- _ I _ ~ _ ~ ~
i ~ i -i..._ ~ _ _i--_ ~ ~ _ - _ - -f i - - OD ~ ~ ~ - - - ' - _ -
~ i _ ~ - + - ~
' ~ r - ~ ~ _ ; - - ~ - ~ ~ _ _ _ r_._ i _ _ - _ _
I- , Q Z Z
r _ _ I F...r . _ _ _ _ - _ _ _ ~ _ _ _ _ r ~ - - J
- - - _ t- - - _ m 1 ~ ~ ' _ ~ _ _ . - o 1 cn
I _ - . -Q _ _ > ~ ~
a _ o ~ ~ - ~ - - _ _ _ _ _ - ~
. _ a t ~ . _ m I-
~ T ~ _ - - ~ _ - _ ~ . _ _ _ _ - - r _ - ~ _ - - - - w - - -f--- _ o ~o
- ~ _ W ~ ~ ~ - - _ z. ~ _ _ - _ _ - _ _ Z
o~ , r ~ _ ~ _ _ _ , . J _ _ - ~ I ~ _ , _ 1 _ . _ EXISTING GRADE , W ~
_ ~ ~ - _ i t- _ _ F- Z _
`o ---.j.. _ _ - - - r- - _ ; ! - _FINISHED CENTERLINE G LONECEDAR ,COURT . _ _ t _ _ _ , _ i _ ,
__.-_.._.l._.______~-.__ F.._ _ ~ - ~ _ _ I _ o W _ - _ _ ~ J U
~ - _..~._.t,...,_.._-i . a._...- r ~ - _ - _ _ _i _ - _ _ { i i { , 3,.. ~ r ~ , _ _ _
I ~ _ 1-- ~ _ L _ ~ ~ _ - ~ fi.. ~ ~ w ~ W Q
a , _ _ i ~ - ~ o Z . , _ I
r- Q ~ _ p ° J
~ ~ - - i- i ~ ~ -__---._____r - _ _ ~ Q W W
i L_ - U z _ W
I. ~ NEW-6-AWATER-~1AIN; EAST SIDE 2- WATER-MAIN; WEST SIDE ~ -
o _ _ _ _ _ _ ~ _ -t _ _ _ _ _ . ~ _ - . - _ _ _ i .f _ ~ i...__.---- ~ i - r - ~ _ _ - - . 3' MINIMUM i COVER (TYPICAI). 111 l.l_
_ ~ - . r.--___ t ,i. i- _.I__.-. i_...--__ _ rr _ Z Z
_ _ _ r _ - _ J E'- _ ~ O
_ _ _ _ . i_T _ _ _ m _ ~ ~ - - - STA ] J+55 HWY afi4, EAST-SIDE - _ _ _ -
- _ _ , i -i--- - ShA-i i+25-HWY i64, -WEST SIDE ~ ~ - ~ - ~ cn - - _ - - W _ r--- _ A - _ _ _ _ . - - W z _ -
i ~ ! ~ _ ~ 2 O
~ --7 _--s _ i..__ _ _ , ~ _ _ i ~ , _ ~ I- _ _
t 1 - _ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ _ _ I
- _ ' DATE:
x 1- _..J._.-. _ _ . i--._ I ` I I_-... - , _ - ~ _ _ _ _ _ _ -10 - NOVEMBER, 2000
_ _ F _ ~ _ t ~ _ _ _ _ , w ~ ~ ~ ~ _ _ _ _ _ DESIGNED:
a _ - - - ETW DCJ
__I,__ . _ _ _ _ _ _ . _ _ _ _ _ r ~ , _ _ _ _ _ , , DRawN: _ ,
- _ _ - _ - - . MF
- ~ _ _ _ p ~ ~ i- - E-- - ~ - - ~ _ _ -15 CHECKED:
-1 ~ ~ _ - . _ _ _ _ _ ~ - ,
ETW
LLJ SCALE: H = 50
V = 5'
CD ! _ SHEET 1,10.
. -20
-20
O t - -
1 010+00 00
o +oc 0+00 a o 2+00 o 3+00 4+00 5+00 L 8+00 9+01 +00 0E.
z.

H'r"URANT HA - m S LL BC WATEROUS "PACER"
w
Q
NOTES: PLATE W/DIRECTIONAL STEAMER NOZZLE ~
1) INSTALL MARKER POST ON ARROW POINTED TO EDGE OF THE HIGHWAY RIGHT-OF-WAY GATE VALVE TO ~ D TO FACE STREET
NEAREST FOOT
2) PROVIDE MARKER POSTS AT ALL VALVES, EXCEPT FIRE HYDRANT VALVES 4'
3) ABBREVIATIONS STAMPED ON 2" fikASS MARKER o)
18"x18"x8" THICK INSTALL TOP EDGE POST AS FOLLOWS PLA1L W/ANCHOR - 1 ~ "~6" THICK
CONCRETE PAD FLUSH WITH GRADE (TYP.) VALVES AND BLOW-OFF ASSEMBLIES ~ CAST IN PLACE MV -MAIN VALVE CI~~; , r_TE PAD
BO - BLOWOFF 5 I/2" OR PRECAST I/2„ I-~.-~ GATE VALVE G~:~ IIi PLACE
0 = 5 1/2„ 18" MIN. AND VALVE BOX OF• ~-CAST ~ z
- / o i` ~
- / o >1~ o_ - - ii ~
BRASS MARKER 3 - - - - ~
PLATE /4 CHAMFER - = AT EDGES. w 0
_ _ NOTE;
STAINLESS STEEL E _ESS STEEL BOLTS ~
- - TO BE USED AT Bf USED AT BASE w
AND BONNET. 30NNET. o U
MECHANICAL JOINT END z
CAST IRON W~ GRIP RING ~ _ -
VALVE BOX ~ 2-No. 3 ~ USE ~ r;ANT TEE
I REINFORCEMENT 1 /3 C.Y. N0. 6 " BARS WASHED STONE ;.Y. N0. 67 0 .D STONE ~ ~
AROUND WEEP HOL JD WEEP HOLE ~ ~
6" DUCTILE IRON PIPE -WATER MAIN ~ J
EXISTING °S \ „ 0
GROUND 00 ~r
o ;
a N J~~ ~
_ MECHANICAL JOINT - = = =
- GATE VALVE as m~ a ~ ~t~N ~U` a o ~ G
o ~ Q IIIIIIII=IIIIIIII ~•4 ~J
~P n °n d. ° e. , IIIIIIII
Qa I N a ° LENGTH TO BE DETERMINED ~
Qd d a e ° -
IN THE FIELD
a
a a 2 CUBIC Feel a CONCRETE MINIMUM
~ a MECHANICAL JOINT END Mt~~ I-NICAL ~ U
- CONCRETE SUPPORT PAD CONCRETE W~ "MEGA-LUG" J,~;,'.; HYDRANT TEE 2 ~ rn
- ~ ~ 2 CUBIC FEET MIN. ~ - a - ~ dL. THRUST BLOCK OR GRIP RING ~ ~ ~ W N
- a' 4 Q
A ,d. ~ wd - ~ C O ~i.+ U ~ •o 0
L r c N ~ Q
V mZ U I
Y A 0 VAL M A v AI ~ L RAN AN V I HY Q~w
N.T.S. N.T.S. ~ ~ o^ N.T.S. V) O Z N
C ~V .~n
C o~
a T-' W I = x A ~ ~ N Li
a`~ UW
ui m . u A/2 I 2 J ° I _ UNDISTURBED EARTH j Q Z
~ O M
v r, . o ~~a.;' II~ I ~ C ~ ~ VIII O E+! I ~ ' =11111 ~ Z ~
Q : V a V ~
C ~ 22 N
L. a ~ ~ 1" DUAL CHECK VALVE ~ W ~ ^
U ~ N BACKFLOW PREVENTION a 'A ~ = lt7
~ VARIES METER BC ~ 4'-0" MAXIMUM TOWN OF NAGS HEAD METER BOX TO BE LOCATED ON DEVICE I v+ Z v M OF NAGS HEAD 10' UTILITY/DRAINAGE EASEMENT. - - - a ~ C
a ~ O o _ _ ~ VI ~ 0 ~
12" 12" 12" 12° EXISTING CONCRETE 2" I-2 ASPHALT (MIN.) ~ EXISTING ASPHALT ON BETE O Q ~ s
a _ 4 3000 PSI C C ~ ~ OR EXIST. THICKNESS a, ' iliill~ill~lilll ° ~ ~ ~ ~
a.. - ~ a a = ' ~ ~ hull vi
UNDISTURBED EARTH N BRASS METER ELEVATION N
o ~ w N O o NIAN N
~ U U ~n
Z " Z 8" STONE ABC _ 6 STONE (ABC} ~
o COMPACTED TO COMPACTED TO 1' CUR 1" CTS POLY. STOP METER BOX AS PER
o / o 95~ DENSITY 95~ DENSITY I m, I ~ (200 PSI) WATER TOWN SPECIFICATIONS. NOTE: THRUST BLOCK SIZE DETERMINED BY SMALLEST DIA. OF TEE SERVICE PIPE
N PIPE SIZE (INCHES)
COMPACTED COMPACTED o A KFI BACKFILL B C LL 1" CTS POLY. DIM. 1" ADAPTER (200 PSI) WATER (IN INCHES 2 g 8 10 12 14 16 18 20 24
FOR COMPRESSION SERVICE PIPE TO BE PROVIDED CONNECTION BY PROPERTY OWNER. A 1.6 2.8 3.8 4.7 5.9 6.6 7.5 8.5 9.4 11.2
1" ADAPTER ~J1" ADAPTER FOR Z Q
~ COMPRESSIOP 3 ~ ~ I,. CORPC (COMPRESSION CONNECTION Z ~ Q ~ 1 CORPORATION STOP T! ~~,I lST BLOCK DETAIL FOR TEES o
CARRIER PIPE
w CARRIER PIPE o SADDLE a --SADDLE N.T.S. -
Q O O
W U fir. m =
W °~~'!~::r Z ~ ~ ~ ~ o ~
O J / z z
o Q
c°v : N.T.S. N.T.S. N.T.S. ~ ~ ~ A _ ~ z z W
m c ; A/2 ~ A/2 ~ w
3 - - UNDISTURBED EARTH O X J ~ w
f0 L ~ ii ~ - Z . i~ > w z -
r~+.. t0 , w _ Q
~ Q Q ~ ~ o ~
W ~ , ;rcr ~Z Q I Q~ a po ~ ~
N m _ _ _ _ ` N w Q W a W w ~
~ ~=111=1 11=1 I I- -III III=1 11=111= , -111 MIN. EXCAVATED 1- • I-1 III ~ = Q F-
, ~ :III TRENCH WIDTH I- ~ w I-1 PIPE WIDTH + 12" III FINAL EXISTING STORM ' Q ~ ~ ~
o :III I_ iTING STORM SEWER ~ W ~
o - II BACKFILL U - <'; ~ a Z d 3' MIN. 3' MIN, z
° INE SHALL :III I- ~ , - EXISTING SEWER L Z I-1 III BE DUCTILE IRON 10' - :II I_ ~ ~ J w
I F CROSSING ~ I-1 III w EITHER S DE 0 a :III I- / o
H ~ I-1 PIPE III a CONCRETE ENCASEMENT :II WIDTH I- UNDISTURBED EARTH W Z
~ ~ ~ ~ ~ ° IF SEPARATION LESS I=1 III ELEVATION = ~
d THAN 18" :II I- INITIAL z PROPOSED WATER LINE PLAT I O I-
~ a _ III BACKFILL w :III I_ o - NOTE. ; BLOCKS SHALL BE CONSTRUCTED OF 2000 P.S.I. CONCRETE
w PI _ III w a s d PE SPRINGLINE .II PIPE I m DATE: a d TABLE "A" DIMENSIONS (IN FEET)
~ ; a ZONE 1=1 III ~ W :III II- HAUNCHING w a d a a 12" MIN. NOVEMBER, 2000
~ I~ . -III a a a :III = w ~ d PIPE SIZE NOM. DIA. IN INCHES 4 ) BEND DESICI~IED:
~ I~ III w H d :III I- BEDDING a 4 2 - 6 8 1D 12' 16 18 20 24 a ETW DCJ
> a s I-1 I I I :III______ _II- d 90' 1.5 i : 2.8 3.8 4.7 5.9 7.5 8.5 9.4 11.2 DRAWN: c'p d _
a WATER MAIN SHALL BE III, 11111-III~III-III;~II-111-III=III~III 41 45' 1.0 ~ 2.1 2.8 3.5 4.3 5.5 6.2 6.9 8.3 JHB,CJC - f
~ ~ a ~II(TII F IR(1N 1(1'
a d a 22 1/2' 0.8 1.5 2.0 2.5 3.1 4.0 4.5 4.9 5.7 CHECKED:
w' EITHER SIDE OF CROSSING z 0 11 1 4' 0.8 1.1 1.5 1.8 2.2 2.2 3.2 3.6 4.4 ETW /
J N SCALE:
7 rn SEWER AND WATER CROSSING NOT TO SCALE STORM SEWER CROSSING THRUST BLO-K DETAIL FOR WATER MAIN BENDS
TRENCH DETAIL m
N.T.S. N.T.S. r N.T.S. N.T.S. SHEET HO.
z
0
w ¢
a=. o" OF: 8