20061758 Ver 1_Individual_20061108

r
ECS Carolinas, LLP
Geotechnical - Construction Materials ° Environmental Ri CEIVEU
lr�ll�
Ms. Jean Manuele, Supervisor November 7, 2006
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120 2 0 o P i 7 !)- 8
Raleigh, North Carolina 27615
RE: Individual Permit Application for Section 404 Permit/401 Water Quality Certification
West Landing Subdivision Phases I - IV
Sanford, North Carolina
ECS Project # 14552
Dear Ms. Manuele:
On behalf of West Landing Development ("the Applicant"), ECS Carolinas, LLP ("ECS") is
filing an Individual Permit Application for a Section 404 Permit/401 Water Quality Certification
for 0.14 acres of jurisdictional wetland impacts and 564 linear feet of jurisdictional stream
impacts resulting from construction of a residential subdivision. Please contact us at (919) 861-
9910 if you have questions or need more information. Thank you.
Respectfully submitted,
ECS Carolinas, LLP
7z,l, 14� Dom—.
Thomas K. Rouse, E.I.
Senior Environmental Scientist
Budd Titlow, Principal Wetland Scientist (SWS #754)
Reviewed by Mark Brown, LG, PG, RSM, Principal
Environmental Services Department Manager
Enclosures: Individual Permit Application (I copy)
to
Nov S 2006
OENR - }WATER
WEXAND�AND STOR►y �yATER BRACE
Copies: Ms. Cyndi Karoly, North Carolina Division of Water Quality, 401/Wetland Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (7 copies)
Mr. Ken Bright, Ken Bright Associates, P.O. Box 553, Sanford, NC 27331-0551 (1
copy)
9001 Glenwood Avenue, Raleigh, North Carolina 27617-7505 •[phone] *FAX [phone] •1-800-327-5832 •www.ecslimited.com
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*Testing Services Only

20081758
14"'LIUAI ION FOR DEPARTMENT OF THE ARMY PERMIT
(33 CFA 3251 rft��,
OVAL N�2004�0�
3
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5 hours or less. This includes the time for reviewing instructions, response, although
the majority of applications should require
completing and reviewing the collection of information. Sand comments
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jurisdiction over the location of the address". Completed applbstoru must be submitted to the District Engineer having
proposed activity.
Authorities: Riven PRIVACY ACT STATEMENT
and Harbors Act, Section 10, 33 USC rp 3; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Ini
Permit. Routine Uses: This information ms oration provided on this form will be used in avalusling the application, for e
Submission of re y be shared with the Department of Justice and other federal, state, and local government agencies.
quested information is voluntary, however, if Information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible
One set
(sae sample drawings good
1 copies which show the location and character of the proposed activity must be attached to this
aPPIactivity. An Instructions, in f and be submitted to the District Engineer having jurisdiction over the location of the proposed
�tY• iample that is not and
I leuct in s, will be returned.
1. APPLICATION NO.o r rn ¢ F EC
2. FIELD OFFICE CODE 3. DATE RECEIVED
APPLICANT'S NAME r
Rex Brown West Landing Development S.
I'- HrMICANT'S ADDRESS
Post Office Box 1241
Sanford, NC 27331
a. Residence
b. Business [phone]
4. DATE APPLICATION COMPLETED
AUTHORIZED AGENT'S NAME AND TITLE An e0em �a nrrt roau reds
ECS Carolinas, LLP
Tom Rouse, Environmental Scientist
9. AGENT'S ADDRESS
9001 Glenwood Avenue /� ` n
Raleigh, NC 27617 PAi f/I t I EN j
a. Residence
b. Business [phone]
I hereby authorize, I Om HOU Se af0 Inas, urON
furnish, upon request, syvplemental in ation in support to act in my behalf as m agent in the processing of this
pport of this permit application. y P g application and to
SIGNATURE
NAME, LOCATION AND DESCRIPTION OF 111 PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE
West Landing Subdivision
13. NAMF ng: 1NATreo,.,.., .
>rl
DATE
- --- • • .. n wvvry ri�eoMcabrel 14. PROJECT STREET ADDRESS tif-AP"b1W
UT to Persimmon Creek
15. LOCATION OF PROJECT Winterlocken Dr, and West Landing Dr.
Sanford, NC
Lee North Carolina
COUNTY
STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, rsee nstnicrlan
35.4615 N, 79.2168 W
17. DIRECTIONS TO THE SITE
From Rale,gh, take US -1 South to NC -42
Tum right at end of ramp, onto NC-42/Wicker St.
Tum left onto Winterlocken Dr.

18. Nature of Activity f p o*(, intrude all t-nMW)
Please see attached (Section 1.0).
19. Project Purpose rowwbe the Terson w po(ose of the poimt, see rnstn ctamsi
Please see attached (Section 2.0).
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Please see attached (Section 4.0).
21. Type(s) of Material Being Discharged and the Amount of Each Tvoe in Cubic Yards
Approximately 0.35 ac. of stream and wetlands will be impacted (Section 4.1).
22. Surface Area in Acres of Wetlands or Other Waters Filled tsw irwrwrto )
23. Is Any Portion of the Work Already Complete? Yes ® No IF YES, DESCRIBE THE COMPLETED WORK
Roadway paving and home construction is complete in Phases I and II. Roadway paving is complete, and home
construction nearly so, in Phase III. Ground clearing, partial paving and limited home construction has begun in
upland areas of Phase IV. Sewer and power easements have previously been constructed on the site.
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
Please see attached (Attachment B)
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
Please see ttached (Section 17.0).
'L
*Would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
appiication is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the
duly authorized agent of the applicant. -- —
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT f C(ATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.

WEST LANDING DEVELOPMENT, LLC
SANFORD, NC
ECS PROJECT # 14552
INDIVIDUAL SECTION 404 AND 401 PERMIT
APPLICATION
ACOE ACTION ID: 200620400
WEST LANDING DEVELOPMENT, LLC
November 7, 2006

TABLE OF CONTENTS
1.0 INTRODUCTION............................................................................................................................... 1
2.0 PURPOSE AND NEED..................................................................................................................... 1
3.0 SITE DESCRIPTION......................................................................................................................... 1
4.0 IMPACTS ........................................................................................................................................... 2
4.1Wetland Impacts...................................................................................................2
4.1 Stream Impacts......................................................................................................3
4.2 Cultural Resources...............................................................................................10
4.3 Threatened and Endangered Species.....................................................................10
5.0 COMPLETED WORK...................................................................................................................... 10
6.0 ADJOINING PROPERTY OWNERS............................................................................................... 11
7.0 ADDITIONAL PERMIT APPLICATION.......................................................................................... 12
6.0 MITIGATION....................................................................................................................................12
ATTACHMENTS
A. APPROXIMATE VICINITY MAP
B. ADJOINING PROPERTY OWNERS
C. EEP ACCEPTANCE LETTER
,FCS Caralin,rs,,LLP.

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
1.0 Introduction (Block 18)
West Landing Subdivision is a 127.5 acre property located off of Wicker Street in
Sanford, North Carolina. An Approximate Vicinity Map is included in Attachment A.
The property is being developed with 217 single-family lots, which are being constructed
in four phases. Roadway paving and home construction are already complete in Phases I
and II. Roadway paving is complete, and home construction nearly so, in Phase III.
Ground clearing, partial paving and limited home construction have begun in Phase IV.
Sewer and power easements have been previously constructed on the site.
On December 13, 2005, West Landing Development received a Notice of Violation from
the North Carolina Division of Water Quality (NCDWQ) for failure to secure a 401
Water Quality Certification. On February 28, 2006, West Landing Development received
a Notification of Unauthorized Activity/Permit Noncompliance from the U.S. Army
Corps of Engineers (USACE). Both documents pertained to fill in stream channels and
wetlands, which are jurisdictional under Section 404/401 of the Clean Water Act, without
obtaining the required permits. The following information is provided as part of an after -
the -fact Individual Permit to satisfy Sections 404 and 401 of the Clean Water Act and to
resolve the NCDWQ's and USACE's Notices of Violation.
2.0 Purpose and Need (Block 19)
The purpose and need for this project is to build and satisfy a demand for single-family
homes in a quickly growing area of Lee County. The roadways and associated stream and
wetland crossings are needed in order to access buildable lots within the property.
3.0 Site Description
The project site is located within the Piedmont Physiographic Region of North Carolina,
characterized by rolling hills with a gentle slope. Elevations on the property range from
340 to 400 feet above mean sea level. The soils on the site are of the Mayodan series,
which is well -drained and non -hydric.
Seven jurisdictional features (five perennial streams, one intermittent stream, and one
wetland), all unnamed tributaries to Persimmon Creek (DWQ Index # 17-40-2, Class C),
exist on-site. The streams are located within the Cape Fear Watershed. A jurisdictional
determination (JD) site review, verifying the locations of these streams, was conducted
by Mr. Todd Tugwell, of the USACE, on February 24, 2006. All jurisdictional features
were approved as delineated in the field by ECS. The JD Plat, dated September 28, 2006,
is attached to this Individual Permit.
An Intermittent/Perennial (I/P) Stream Determination, verifying the quality of steams
located within the subdivision, was conducted by Mr. Eric Kulz on March 24, 2006. Mr.
Kulz forwarded his conclusions to West Landing Development in a letter dated March
1

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
28, 2006. Mr. Kulz determined that five perennial streams and one intermittent stream
are located within the subdivision.
4.0 Impacts (Block 20)
4.1 Wetland Impacts
Wetland Impact
Type of Wetland
Located
within
Distance to
Area of
Site Number
Type of
Impact
(e.g., forested, marsh,
100 -year
Nearest
Stream
Impact
(acres)
(indicate on map)
herbaceous, bog, etc.)
Floodplain
(linear feet)
(yes/no)
W I (West Landing
Road
Phase IV Site Plans,
Page C3, crossing to
Crossing
Forested
No
370 LF
0.14 ac.
Lot 383)
W2 (West Landing
Phase IV Site Plans,
Page C5, crossing to
Temporary
Forested
No
225 LF
0.06ac.
Lot 386)
W3 (West Landing
Phase IV Site Plans,
Page C4, crossing to
Temporary
Riverine
No
Adjacent
0.04 ac.
Lot 340)
Total Wetland Impact (acres) 0.24 ac.
There will apparently be permanent impacts to 0.14 ac. of wetlands as a result of
completing all four phases of the subdivision. Fill placement to provide a road
crossing at Wimberley Woods Drive (W1, West Landing Phase IV Site Plans,
page C3) will account for all 0.14 ac. of permanent wetland impact.
There will apparently be temporary impacts to 0.10 ac. of wetland after
completing all four phases of the subdivision. These wetlands were impacted
during the initial layout of Phase IV. The initial design called for road crossings
at Wiley Street (W2, West Landing Phase IV Site Plans, Page C5, crossing to Lot
386) and Windfall Drive (W3, West Landing Phase IV Site Plans, Page C4,
crossing to Lot 340). Redesign of Phase IV has employed the use of cul-de-sacs,
eliminating the need for road crossings at these wetlands. Cul-de-sac avoidances
of these wetlands are illustrated in West Landing Phase IV Wetland Delineation
Plan for Wiley Street on page C5, and for Windfall Drive on page C4. These
wetlands are in the process of being restored.
List the total acreage (estimated) of all existing wetlands on the property: 1.70 ac.
2

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
4.2 Stream Impacts
Average
Stream Impact
Stream
Type of
Perennial or
Stream
Impact
Area of
Number
Name
Impact
Intermittent
Width
Length
Impact
(indicate on map)
Before
(linear feet)
(acres)
Impact
S I (Northern most
stream crossing at
UT to
72"
Winterlocken Drive, no
Persimmon
Reinforced
Perennial
20 ft.
55 LF
0.03 ac.
diagram)
Creek
Concrete
Pipe (RCP)
S2 (West Landing Phase
UT to
2 Site Plans, Page C-2,
Persimmon
„
Two36"
Perennial
2 ft.
67 LF
�a003
Culvert #4)
Creek
S3 (West Landing Phase
UT to
2 Site Plans, Page C-2,
Persimmon
Perennial
2 ft.
72 LF
.0 03
0.0
Culvert #3)
Creek
54" RCP
S4A (West Landing
UT to
Phase 2 Site Plans, Page
Persimmon
Rip Rap
Perennial
5 ft.
]0 LF
0.001
C-1, crossing to Lot 49
Creek
Inlet
ac.
and into Existing Lake)
S4B (West Landing
Phase 2 Site Plans, Page
UT to
Persimmon
Perennial
5 ft.
50 LF
0.006
C-1, crossing to Lot 49
Creek
72" RCP
ac.
and into Existing Lake)
S4C (West Landing
UT to
Phase 2 Site Plans, Page
Persimmon
Rip Rap
Perennial
5 ft.
20 LF
0.002
C-1, crossing to Lot 49
Creek
Outlet
ac.
and into Existing Lake)
UT to
Flooding
S5 (No diagram)
Persimmon
due to Pond
Perennial
2 ft.
360 LF
0.02 ac.
Creek
Creation
UT to
Flooding
S6 (No diagram)
Persimmon
due to Pond
Perennial
5 ft.
1020 LF
0.12 ac.
Creek
Creation

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
S7A (Preliminary Plat
West Landing Phases III
UT to
persimmon
Perennial
2 ft.
43 LF
0.002
& IV, Page C2, crossing
Creek
36" RCP
ac.
to Lot 303)
S713 (Preliminary Plat
West Landing Phases III
UT to
persimmon
Rip Rap
Perennial
2 ft.
16 LF
0.001
& IV, Page C2, crossing
Creek
Outlet
ac.
to Lot 303)
S8 (Preliminary Plat
West Landing Phases III
UT to
0.004&
IV, Page C2, crossing
persimmonPerennial
36' RCP
2 ft.
81 LF
ac.
to Lot 328)
Creek
S9 (Culvert on lots 328
UT to
and 329 in Phase III, no
Persimmon
36" RCP
Perennial
2 ft.
250 LF
0.01 ac.
diagram)
Creek
S l0A (West Landing
Phase IV Site Plans,
UT to
persimmonPerennial
3 ft.
86 LF
0.006
Page C4, Windfall Drive
Creek
42" RCP
ac.
crossing to Lot 315)
S IOB (West Landing
Phase IV Site Plans,
UT to
Persimmon
RipRa
Rap
Perennial
3 ft.
29 LF
0
Page C4, Windfall Drive
to
Creek
Outlet
ac.
ac.
crossing Lot 315)
S 1 I (West Landing
Phase IV Site Plans,
Page C4, Windfall Drive
UT to
persimmon
66" RCP
Perennial
3 ft.
140 LF
0.008
crossing to Lot 345)
Creek
ac.
S11B (West Landing
Phase IV Site Plans,
UT to
persimmon
Rip Rap
Perennial
3 ft.
30 LF
0,002
Page C4, Windfall Drive
Creek
Outlet
ac.
crossing to Lot 345)

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
S 12 (West Landing
Phase IV Site Plans,
UT to
0.004
Page C4, crossing to Lot
Persimmon
Temporary
Intermittent
2 ft.
100
ac.
340)
Creek
Total Stream Impact (by length and acreage)
2429 LF
0.224 ac
There are 2429 linear feet of stream impacts as a result of completing all four
phases of the subdivision. The following narrative describes each impact
according to the phase of subdivision in which it is located, and how each impact
will be permitted and mitigated.
Subdivision Phase I
A stream impact (S1) resulting from the completion of Phase I is located on
Winterlocken Drive, north of the West Landing subdivision. S 1 was installed into
an unnamed tributary of Persimmon Creek prior to 1996. West Landing
Development does not have a diagram of S1, as it did not build the road crossing.
However, S1 allows access to the subdivision, and must be permitted as part of
the project. S1 consists of a 72" RCP culvert, and is approximately 55 linear feet
(LF) in length. Prior to 1996, the USACE permitted stream impacts as areal
(acerage) impacts to Waters of the U.S. Therefore, with a length of 55 LF, and an
average stream width before impact of 20 ft., the area impacted at S1 is
approximately 0.03 ac.
Subdivision Phase II
Seven impacts are present in Phase II of the subdivision. Impact S2 (West
Landing Phase 2 Site Plans, Page C-2, Culvert #4), consists of two 36" RCP
culverts at a road crossing on Wickfield Drive. S2 is approximately 67 LF, with
an average stream width before impact of 2 ft. Therefore, S2 has a linear impact
of 67 LF, with a Waters of the U.S. impact of 0.003 ac.
Impact S3 (West Landing Phase 2 Site Plans, Page C-2, Culvert #3), consists of a
54" RCP culvert at a road crossing on Winterwind Circle. S3 is approximately 72
LF, with an average stream width before impact of 2 ft. Therefore S3 has a linear
impact of 72 LF, with a Waters of the U.S. impact of 0.003 ac.
Impact S4A (West Landing Phase 2 Site Plans, Page C-1, crossing to Lot 49 and
into Existing Lake) was installed into an unnamed tributary to Persimmon Creek
prior to 1996. West Landing Development did not build the road crossing.
However, S4A allows access to the subdivision, and must be permitted as part of
the project. S4A consists of approximately 10 LF of rip rap placed in the stream
at a 72" RCP culvert inlet. Prior to 1996, the USACE permitted stream impacts
5

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
as impacts to Waters of the U.S. Therefore, with a length of IOLF, and an
average stream width before impact of 5 ft., the area impacted at S4A is
approximately 0.001 ac.
Impact S4B (West Landing Phase 2 Site Plans, Page C-1, crossing to Lot 49 and
into Existing Lake) was installed into an unnamed tributary to Persimmon Creek
prior to 1996. West Landing Development did not build the road crossing.
However, S4A allows access to the subdivision, and must be permitted as part of
the project. S413 consists of a 72" RCP culvert, and is approximately 50 LF in
length. Prior to 1996, the USACE permitted stream impacts as impacts to Waters
of the U.S. Therefore, with a length of 50 LF, and an average stream width before
impact of 5 ft., the area impacted at S4B is approximately 0.006 ac.
Impact S4C (West Landing Phase 2 Site Plans, Page C-1, crossing to Lot 49 and
into Existing Lake) was installed into an unnamed tributary to Persimmon Creek
prior to 1996. West Landing Development did not build the road crossing.
However, S4C allows access to the subdivision, and must be permitted as part of
the project. S4C consists of approximately 20 LF of rip rap placed at a 72" RCP
culvert outlet. Prior to 1996, the USACE permitted stream impacts as impacts to
Waters of the U.S. Therefore, with a length of 20 LF, and an average stream
width before impact of 5 ft., the area impacted at S4A is approximately 0.002 ac.
Impact S5 (no diagram) is an unnamed tributary to Persimmon Creek flooding
impact due to the creation of a pond in the subdivision prior to 1996. West
Landing Development does not have a diagram of S5, as it did not create the
pond. However, S5 enhances and, to a lesser degree, controls stormwater for the
subdivision, and must be permitted as part of the project. S5 consists of
approximately 300 LF of stream impact due to the creation of the pond. A
multiplier of 1.2 to account for stream meander brings the impact to 360 LF.
Prior to 1996, the USACE permitted stream impacts as impacts to Waters of the
U.S. Therefore, with a length of 360 LF, and an average stream width before
impact of 2 ft., the area impacted at S5 is approximately 0.02 ac.
Impact S6 (no diagram) is an unnamed tributary to Persimmon Creek flooding
impact due to the creation of a pond in the subdivision prior to 1996. West
Landing Development does not have a diagram of S6, as it did not create the
pond. However, S6 enhances and, to a lesser degree, controls stormwater for the
subdivision, and must be permitted as part of the project. S6 consists of
approximately 850 LF of stream impact due to the creation of the pond. A
multiplier of 1.2 to account for stream meander brings the impact to 1020 LF.
Prior to 1996, the USACE permitted stream impacts as impacts to Waters of the
U.S. Therefore, with a length of 1020 LF, and an average stream width before
impact of 5 ft., the area impacted at S6 is approximately 0. 12 ac.
Z

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
Subdivision Phase III
Four impacts are present in Phase III of the subdivision. S7A (Preliminary Plat
West Landing Phases III & IV, Page C2, crossing to Lot 303), consists of a 36"
RCP culvert at a road crossing on Winterlocken Drive. S7A is approximately 43
LF, with an average stream width before impact of 2 ft. Therefore, S7A has a
linear impact of 43 LF, with a Waters of the U.S. impact of 0.002 ac.
Impact S713 (Preliminary Plat West Landing Phases III & IV, Page C2, crossing
to Lot 303) consists of approximately 16 LF of rip rap placed at a 36" RCP
culvert outlet, with an average stream width before impact of 2 ft. Therefore, S713
has a linear impact of 16 LF, with a Waters of the U.S. impact of 0.001 ac.
Impact S8 (Preliminary Plat West Landing Phases III & IV, Page C2, crossing to
Lot 328), consists of a 36" RCP culvert at a road crossing on Wimberley Woods
Drive. S8 is approximately 81 LF, with an average stream width before impact of
2 ft. Therefore, S8 has a linear impact of 81 LF, with a Waters of the U.S. impact
of 0.004 ac.
Impact S9 (Culvert on Lots 328 and 329 in Phase III, no diagram), consists of a
36" RCP culvert along the front yards of Lots 329 and 329 on Winterlocken
Drive. S9 is approximately 250 LF, with an average stream width before impact
of 2 ft. Therefore, S9 has a linear impact of 250 LF, with a Waters of the U.S.
impact of 0.01 ac. This impact will not be the responsibility of West Landing
Development, as it was installed by private builders on private property.
Subdivision Phase IV
Five impacts are present in Phase IV of the subdivision. S l0A (West Landing
Phase IV Site Plans, Page C4, crossing to Lot 315) consists of a 42" RCP culvert
at a road crossing on Wimberley Woods Drive. S l0A is approximately 86 LF,
with an average stream width before impact of 3 ft. Therefore, S l0A has a linear
impact of 86 LF, with a Waters of the U.S. impact of 0.006 ac.
Impact S IOB (West Landing Phase IV Site Plans, Page C4, crossing to Lot 315)
consists of approximately 29 LF of rip rap placed at a 42" RCP culvert outlet,
with an average stream width before impact of 3 ft. Therefore, S l OB has a linear
impact of 29 LF, with a Waters of the U.S. impact of 0.002 ac.
Impact S I I A (West Landing Phase IV Site Plans, Page C4, crossing to Lot 345)
consists of a 66" RCP culvert at a road crossing on Wimberley Woods Drive.
S 1 IA is approximately 140 LF, with an average stream width before impact of 3
ft. Therefore, S I I A has a linear impact of 140 LF, with a Waters of the U.S.
impact of 0.008 ac.
7

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
Impact S I I B (West Landing Phase IV Site Plans, Page C4, crossing to Lot 345)
consists of approximately 30 LF of rip rap placed at a 66" RCP culvert outlet,
with an average stream width before impact of 3 ft. Therefore, SIIB has a linear
impact of 30 LF, with a Waters of the U.S. impact of 0.002 ac.
Impact S12 (West Landing Phase IV Site Plans, Page C4, crossing to Lot 340)
consists of a temporary stream impact at Windfall Drive. S 12 was impacted
during the initial layout of Phase IV. The initial design called for road crossing at
Windfall Drive. Redesign of Phase IV has employed the use of cul-de-sacs,
eliminating the need for road crossing at this stream. Cul-de-sac avoidances of
this stream are illustrated in West Landing Phase IV Wetland Delineation Plan for
Windfall Drive on page C4. The stream is in the process of being restored.
Cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres):
0.22 ac.
Wetland Impact (acres):
0.24 ac.
Open Water Impact (acres):
None
Total Impact to Waters of the U.S. (acres)
0.46 ac.
Total Stream Impact (linear feet):
2429 LF
There are 0.24 ac. of total wetland impacts as a result of completing all four
phases of the West Landing subdivision. Of these impacts, 0.10 ac. are temporary
wetland impacts (W2, W3). These temporary wetland impacts are currently in the
process of being restored. Once restoration has been completed, total permanent
wetland impacts at West Landing as a result of completing all four phases of the
subdivision are 0.14 ac. (i.e., 0.24 ac. — 0.10 ac. = 0.14 ac.).
Wetland
Impact
Site
Number
Type of Impact
Area of Impact (acres)
Total Wetland Impacts (acres)
0.24 ac.
W2
Temporary 0.06 ac.
W3
Temporary 0.04 ac.
Total Wetland Impacts That Do Not Apply To Permit (acres)
0.10 ac.
Total Wetland Impacts to Permit (acres)
0.14 ac.
There are 2429 total linear feet of stream impacts as a result of completing all four
phases of the West Landing subdivision. Of these impacts, 135 LF of stream
impacts (SI, S4A, S4B, S4C) to perennial streams are road crossings constructed
prior to 1996. Prior to 1996, the USACE permitted stream impacts as impacts to
Waters of the U.S. Therefore, permits for these impacts will be for 0.039 ac. to

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
Waters of the U.S. rather than 135 LF of stream impacts. Another 1380 LF are
flooding impacts (S5, S6) due to the creation of a pond. This pond was created
prior to 1996. Prior to 1996, the USACE permitted stream impacts as impacts to
Waters of the U.S. Therefore, permits for these impacts will be for 0.14 ac. to
Waters of the U.S., rather than 1380 LF of stream. Another 250 LF of impacts
(S9) to a perennial stream were created by private builders, and are not the
responsibility of West Landing Development. Finally, 100 LF of stream impacts
are temporary impacts (S12) to an intermittent stream. Redesign of Phase IV has
employed the use of cul-de-sacs as minimization measures, eliminating the need
for road crossing at this stream. This stream is in the process of being restored.
Total stream impacts to be permitted at West Landing as a result of completing all
four phases of the subdivision are 564 LF. Total Waters of the U.S. impacts to be
permitted at West Landing as a result of completing all four phases of the
subdivision are 0.21 ac.
Stream
Impact
Number
Stream Name
Type of Impact
Impact Length
(linear feet)
Open Water Impact (acres):
Total Stream Impact (by length)
1 2429 LF
St
UT to Persimmon Creek
Prior to 1996 (Road Crossing)
55 LF
S4A
UT to Persimmon Creek
Prior to 1996 (Road Crossing)
10 LF
S411
UT to Persimmon Creek
Prior to 1996 (Road Crossing)
50 LF
S4C
UT to Persimmon Creek
Prior to 1996 (Road Crossing)
20 LF
S5
UT to Persimmon Creek
Prior to 1996 (Pond Creation)
360 LF
S6
UT to Persimmon Creek
Prior to 1996 (Pond Creation)
1020 LF
S9
UT to Persimmon Creek
Private Builders
250 LF
S12
UT to Persimmon Creek
Temporary
100 LF
Stream Impacts That Do Not Apply To Permit (by length)
1865 LF
Total Stream Impacts That Apply To Permit (by length)
564 LF
List the cumulative impacts to all Waters of the U.S. to be permitted as a result of
the nroiect:
Stream Impact (acres):
0.21 ac.
Wetland Impact (acres):
0.14 ac.
Open Water Impact (acres):
None
Total Impact to Waters of the U.S. (acres)
0.35 ac.
Total Stream Impact (linear feet):
564 LF
Isolated Waters
Do any isolated waters exist on the property? ❑ Yes ® No
Pond Creation
I

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
An existing pond is located at the West Landing subdivision. It is not a
proposed pond. The pond was created by damming perennial streams. Permit
requirements for these streams are discussed above in the stream impact
section.
Pond to be created in (check all that apply): ❑ uplands ® stream ❑ wetlands
Describe the method of construction (e.g., dam/embankment, excavation,
installation of draw -down valve or spillway, etc.): Dam/embankment
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic,
trout pond, local stormwater requirement, etc.): Aesthetic, some stormwater
control
Current land use in the vicinity of the pond: Residential
Size of watershed draining to pond: -326 ac.
Expected pond surface area: -2.5 ac.
4.3 Cultural Resources
ECS personnel reviewed the databases at both the North Carolina State Historic
Preservation Office, and the North Carolina Office of State Archeology for the
USGS 7.5 Minute Sanford Quadrangle in order to identify any cultural resources
that may be located within the subdivision area. No cultural resources were
identified within any of the four phases of the West Landing Subdivision.
ECS personnel also reviewed the status of surrounding natural resources in order
to determine if any Wild and Scenic Rivers might be impacted by the project.
The West Landing subdivision will not impact any designated Wild and Scenic
Rivers.
4.4 Threatened and Endangered Species
ECS personnel reviewed the database at the Natural Heritage Foundation for the
USGS 7.5 Minute Sanford Quadrangle in order to determine if any threatened or
endangered species were present within the location of the planned development
area. No Federally endangered, threatened, proposed endangered or proposed
threatened species were identified within any of the four phases of the West
Landing Subdivision.
5.0 Completed Work (Block 23)
Phases I and II have completed roadway paving and home construction. Phase III has
completed roadway paving and home construction is nearly complete. In Phase IV,
ground clearing, partial paving and limited home construction has begun. Cul-de-sacs,
rather than through streets, are in the process of being constructed. The construction of
10

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
the cul-de-sacs is a minimization measure to decrease stream and wetland impacts at the
site. Sewer and power easements have been previously constructed on the site.
West Landing Development 1-A is dated May 30, 1995. This portion of the subdivision
contains 22 lots, and road paving and home construction are complete. The completion
date of this portion of the subdivision is not known.
West Landing Development 1-B is dated January 8, 1996. This portion of the
subdivision contains 65 lots, and road paving and home construction are complete. The
completion date of this portion of the subdivision is not known.
West Landing Phase 2 is dated March 14, 2001. This portion of the subdivision contains
27 lots, and road paving and home construction are complete. The completion date of
this portion of the subdivision is not known.
Preliminary Plat West Landing Subdivision Phase III and Phase IV is dated October 28,
2002. This portion of the subdivision contains 103 lots. Road paving is complete and
home construction nearly so in Phase III. Ground clearing, partial paving and limited
home construction have begun in Phase IV.
West Landing Phase IV Site Plan is dated March 3, 2005. This site plan is no longer
valid for the site.
West Landing Phase IV Wetland Delineation Plan is dated March 17, 2006. This portion
of the subdivision contains 69 lots, and ground clearing, partial paving and limited home
construction have begun. These plans contain a modified site plan for Phase IV of the
subdivision.
6.0 Adjoining Property Owners (Block 24)
See the attached list of adjoining property owners identified as Attachment B.
11

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
7.0 Additional Permit Applications (Block 25)
Permit
Agency
Date Approved
Erosion and Sedimentation
Division of Land Resources
Control Plan
2/20/95
Erosion and Sedimentation
Division of Land Resources
Control Plan Revision
4/17/95
Public Sewer
Division of Environmental
Application Received
Management
5/18/95
Revised Preliminary
Subdivision Plat Phase III
Sanford City Council
12/3/02
and IV
Erosion and Sedimentation
Control Plan -Phase III
Division of Land Resources
3/7/03
Wastewater Collection
System Extension
Division of Water Quality
3/19/03
Authorization to Construct
Public Water Supply
Public Water System
Section
5/5/03
Wastewater Collection
System Extension
Division of Water Quality
7/1/04
Authorization to Construct
Public Water Supply
Public Water System
Section
4/25/05
Erosion and Sedimentation
Control Plan -Phase III
Division of Land Resources
4/11/05
Revised Preliminary
Sanford City Council
Subdivision Plat Phase IV
6/6/06
8.0 Mitigation
West Landing Development is purchasing all compensatory mitigation via the North
Carolina Ecosystem Enhancement Program's In -lieu Fee Process. The acceptance letter
can be found in Attachment C.
A total of 0.24 ac. of wetlands were impacted due to the construction of West Landing
Subdivision. However, 0.10 ac. of these wetland impacts (W2, W3) are temporary.
Redesign of Phase IV has employed the use of cul-de-sacs as minimization measures,
eliminating the need for road crossing at these wetlands. These wetlands are in the
process of being restored. Therefore, the total area for wetland compensatory mitigation
to be purchased is 0.14 ac.
A total of 2429 LF of streams were impacted due to the construction of West Landing
Subdivision. However, 135 LF of these stream impacts (S1, S4A, S413, S4C) are road
crossing impacts constructed prior to 1996. Prior to 1996, the USACE permitted stream
impacts as impacts to Waters of the U.S. Therefore, permits for these impacts will be for
12

Individual Section 404 and 401 Permit Applications
West Landing Development, Sanford, NC
November 6, 2006
ECS Project # 14552
0.039 ac. to Waters of the U.S. rather than 135 LF of stream impacts. Another 1380 LF
of these stream impacts (S5, S6) are pond creation impacts constructed prior to 1996.
Prior to 1996, the USACE permitted stream impacts as impacts to Waters of the U.S.
Therefore, permits for these impacts will be for 0.14 ac. to Waters of the U.S., rather than
1380 LF of stream. Another 250 LF of impacts (S9) to a perennial stream were created
by private builders, and are not the responsibility of West Landing Development.
Finally, 100 LF of stream impacts are temporary impacts (S 12) to an intermittent stream.
Redesign of Phase IV has employed the use of cul-de-sacs as minimization measures,
eliminating the need for road crossing at this stream. This stream is in the process of
being restored. Therefore, the total length for stream compensatory mitigation to be
purchased is 564 LF (see Section 4.2 for details).
13

ATTACHMENT A
APPROXIMATE VICINITY MAP

ir
co
01 ,yam - , �+ • �.$ -- u 1 �-."�+ ,• _
` !
_ b • I _,,.,,i t , y
{` � I �. `fit } ,G' i � , • • • �-a, i. r : V 1'
�`�'� x�.I � % r. _�'`'•-rr.:�'S�'-.,jam' r. � i 5 -
_ -a �• - �+Jrj�_� j.�. rl � `�• - y'' .�'��l i:�:`.�� `�j�!'s p-' �1.. r`�� /Jr�'. l
Approximate Project LocationIF
V-
113
/
X71 �% _ • i I ' Yom' Ir _ • - \fid ''1
t / ♦ S ill
a tr �-. '_ • � i _ I- _ -- -lig C� � � �.' f\
� rti .�• sr _ r' �t I
� '45•.r +•' f*'•�' _ :,��£+ 1 ,� ,/• i_ �' - r.' ?�i.��' � �'ls•%-�''/. �'�r- t r�.�l '' �1 i.�!� tr+1
' t } `i '° • �„� 1 1 I few ,stir +- ' � f J
211 - y "'• '" . C ... ,. �'.�` l - . +,. �`�, r 1, 4'1/ }.
f_ .-_-.r '•off ,a � i il,� r r ��, �l� +� t `+ ' , C_ � y • �K
7 - , 1*$ 3%Wi=t ' • a,;.
r . Y
+
` ` �-e:�-� � - ti 331'1 � 1,? �,�:�.,� ` �,Y,/r`�•-. `-� - � '
I ,� �+ �, i _. ,, r�� ' ` ti\ r ~= � �{ar�t�`i'4't�cti+�E'r, _ •; �r�•�`"
Engineering Approximate Vicinity Map Figure No.
Consulting USGS Sanford Quad Topographic Map 1
Services,
LTD.
West Landing Subdivision ECS
1 Project #
Not to Scale
Sanford, North Carolina
ECS Limited

ATTACHMENT B
ADJOINING PROPERTY OWNERS

ENG Form 4345 - Block 24
West Landing Subdivision, Sanford, NC
Adjoining Property Owners
Owner Name
PIN Number
Property Address
Mailing Address
PO BOX 777
JEFFERSON MOTEL INC
9631-59-7268
3810 COMMODORE DRIVE
SANFORD, NC 27331
1511 PAIGE CIR
TIMOTHY L AND EDIE L POE
9631-59-3216
1511 PAIGE DR
SANFORD, NC 27330
503 CARTHAGE ST
SIMPSON AND SIMPSON INC
9631-59-2346
0 PAIGE CIR
SANFORD, NC 27330
MARION BUTLER, III AND LINDA
9631-49-9471
1719 PHILLIPS DRIVE
1719 PHILLPS DR
R PATE
SANFORD, NC 27330
503 CARTHAGE ST
SIMPSON AND SIMPSON INC
9631-49-9580
0 PAIGE DR
SANFORD, NC 27330
1705 PHILLIPS DR
WILLIAM J AND ROBYN D ELLIS
9631-49-9526
0 PHILLIPS DR
SANORD, NC 27330
1705 PHILLIPS DR
WILLIAM J AND ROBYN D ELLIS
9631-49-8653
1705 PHILLIPS DR
SANORD, NC 27330
503 CARTHAGE ST
DONALD R SIMPSON
9631-49-7780
0 PHILLIPS DR
SANFORD, NC 27330
GREGORY P AND DENEEN H
9631-49-7706
1405 CARDINAL CIR
1405 CARDINAL CIR SANFORD,
CROWSON
NC 27332
PO BOX 1832
ROBERT J STALTER, JR
9631-49-6910
1401 CARDINAL CIR
SANFORD, NC 27331
RICHARD N AND DONNA L
9631-49-4991
1400 CARDINAL CIR
1400 CARDINAL CIR SANFORD,
DAMM
NC 27330
ROGER L AND FRANCES M
9631-49-3908
2009 OWL'S NEST RD
2009 OWL'S NEST RD
BEATTIE
SANFORD, NC 27330
ROGER E, 11 AND JOYCE P
9632-40-3123
2005 OWL'S NEST RD
2005 OWL'S NEST RD
HOLMES
SANFORD, NC 27330
2001 OWL'S NEST RD
J A AND DEBBIE C CARLYLE
9632-40-2220
2001 OWL'S NEST RD
SANFORD, NC 27330
CHARLES F AND CAROLYN M
9632-40-1236
1927 OWL'S NEST RD
1927 OWL'S NEST RD
HOWARD
SANFORD, NC 27339
1923 OWL'S NEST RD
WILLIAM WAYNE STATON, JR
9632-40-0364
1923 OWL'S NEST RD
SANFORD, NC 27330
KENNETH E AND DENISE M
9632-30-9379
1919 OWL'S NEST RD
1919 OWL'S NEST RD
BERGER
SANFORD, NC 27330
SIMPSON AND SIMPSON INC
9632-30-9416
0 OWL'S NEST RD
503 CARTHAGE ST
SANFORD, NC 27330
1911 OWL'S NEST RD
JOHN H OLDHAM, JR
9632-30-8535
1911 OWL'S NEST RD
SANFORD, NC 27330
1821 OWL'S NEST RD
CHARLES R BENNETT
9632-30-7617
1821 OWL'S NEST RD
SANFORD, NC 27330
RODNEY PAIGE AND LINDA
9632-30-7872
1815 OWL'S NEST RD
1815 OWL'S NEST RD
BRYON MURPHY
SANFORD, NC 27330
JAMES LARRY AND PEGGY W
9632-30-8941
1811 OWL'S NEST RD
1811 OWL'S NEST RD
WHITLEY
SANFORD, NC 27330
CHARLES L AND SHIRLEY M
9632-31-9011
1807 OWL'S NEST RD
1807 OWL'S NEST RD
MCLEOD
SANFORD, NC 27330

ENG Form 4345 - Block 24
West Landing Subdivision, Sanford, NC
Adjoining Property Owners
Owner Name
PIN Number
Property Address
Mailing Address
LOIS G AND PATRICIA B
9632-31-9162
1803 OWL'S NEST RD
1803 OWL'S NEST RD
HARDESTY
SANFORD, NG 27330
RICKY L AND MYRTLE W
9632-41-0139
4509 SPARROW CIR
4509 SPARROW CIR
WOMBLE
SANFORD, NC 27330
RAYMOND CURTIS AND
9632-41-1227
4505 SAPRROW CIR
4505 SAPRROW CIR
SNADRA S BROWN
SANFORD, NC 27330
503 CARTHAGE ST
SIMPSON AND SIMPSON INC
9632-41-1387
0 SPARROW CIR
SANFORD, NC 27330
PO BOX 1968
LEE COUNTY
9632-41-1434
0 SPARROW CIR
SANFORD, NC 27331
PO BOX 1968
LEE COUNTY
9632-41-0329
4501 SPARROW CIR
SANFORD, NC 27331
503 CARTHAGE ST
SIMPSON AND SIMPSON INC
9632-31-9422
0 OWL'S NEST RD
SANFORD, NC 27330
1733 OWL'S NEST RD
JUDY B KNIGHT
9632-31-8450
1733 OWL'S NEST RD
SANFORD, NC 27330
PO BOX 1874
JAMES D AND PAMELA H SILER
9632-31-7495
1729 OWL'S NEST RD
SANFORD, NC 27331
RPDNEY L AND KATHY L
9632-31-6488
1725 OWL'S NEST RD
1725 OWL'S NEST RD
PAXSON
SANFORD, NC 27330
KENNETH M AND FAYE D
9632-31-5570
1721 OWL'S NEST RD
1721 OWL'S NEST RD
MILLER
SANFORD, NC 27330
VIVIAN RUTH (MONGER)
9632-32-4218
0 S FRANKLIN DR
PO BOX 97
OLIVER
SANFORD, NC 27331
VIVIAN RUTH (MONGER)
9632-33-8323
321 S FRANKLIN DR
PO BOX 97
OLIVER
SANFORD, NC 27331
LEE COUNTY BOARD OF
9632-54-7694
3301 WICKER ST
PO BOX 1010
EDUCATION
SANFORD, NC 27331
201 SHANNON OAKS CIR
ANDERSON HOMES INC
9632-63-0008
3500 WINTERLOCKEN DR
CARY, NC 27511
3504 GLADE RUN DR
W GENE AND KAY F TAYLOR
9632-63-0083
3504 GLADE RUN DR
SANFORD, NC 27330
3508 GLADE RUN DR
JEAN H CRINEAN
9632-63-1080
3508 GLADE RUN DR
SANFORD, NC 27330
OSCAR A, JR AND ELDERLENE
9632-62-7454
700 WESTOVER DR
1615 WINDMILL DR
R KELLER
SANFORD, NC 27330
JERRY AND WARREN AUSTIN
9632-51-9306
912 GOINS DR
16 PINE LEVEL
DOWDY
SANFORD, NC 27330
CHRISTOPHER DANIEL AND
9632-61-2691
904 GOINS DR
900 GOINS DR
SHANNON WORKMAN SLOTTER
SANFORD, NC 27330
900 GOINS DR
ERNEST L MEDLIN
9632-51-9611
0 GOINS DR
SANFORD, NC 27330
PO BOX 1241
WEST LANDING DEVELOPMENT
9632-61-4104
0 GIBSON DR
SANFORD, NC 27331
PO BOX 1241
WEST LANDING DEVELOPMENT
9632-61-9112
0 WESTOVER DR
SANFORD, NC 27331

ENG Form 4345 - Block 24
West Landing Subdivision, Sanford, NC
Adjoining Property Owners
Owner Name PIN Number Property Address Mailing Address
RUBY CRUMPLER MCSWAIN 9632-60-8894 0 WESTOVER DR 1300 S HORNER BLVD
SANFORD, NC 27330

ATTACHMENT C
EEP ACCEPTANCE LETTER

'Thomas K. Rouse
9001 Glenwood Avenue
Raleigh, NC 27613
Project: West Landing Development
Y
tem 1
i I ;.
PROGRAM
June 15, 2006
County: Lee
20061758
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. U we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands
Stream
Buffer
Buffer
Cataloging (Acres)
(Linear Feet)
Zone I
Zone 2
Unit
(Sq. Ft.)
(Sq. Ft.)
Riparian
Non -Riparian
Coastal Marsh
Cold
Cool
Warm
Cape Fear 0.14
0
0
0
0
564
0
0
03030003
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Chris Mankoff at [phone].
ncerely, ig
I
liam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
Restoru,11 . F --. Prot" ow fta&
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 1 www.nceep.net

It
BOUNDARY LINE DATA
NUMBER
I DIRECTION
RADIUS
DISTANCE
L I
N
53'14'04'
E
150,66
FT
L2
S
06°48'15'
E
31,26 FT
L 3
S
06 °15'40'
E
15544
FT
L 4
S
06 014'13' E
132,28
FT
L 5
IS
14 027'08'
E
63,89
FT
L6
IS
14 °2955'
E
59 01 FT
L 7
S
76 °37'40'
E
59,74
FT
L 8
N
54 03227'
E
103.51
FT
L 9
S
48 °09'08'
E
228.27 FT
L 10
S
48 038'27'
E
59,53
FT
L11
N
42°21'23'
E
71,29 FT
L 12
S
53 °09'06'
E
188,05
FT
L 13
S
67°3327'
E
135,48
FT
L14
S
6703754'
E
116,18
FT
L 15
N
14 057'48'
E
46,80
FT
L 16
S
67027'15'
E
12977
FT
L17
S
22°36'01'
W
6548
FT
L19
S
67°22'02'
E
59,99
FT
L19
S
67026142'
E
228-90
FT
L 20
S
08 °03'50'
W
2755
FT
L 21
S
38 °1757'
W
951,72
FT
L22
S
39057'16'
W
54314
FT
L 23
N
48 °10'23'
W
190,16
FT
L 24
N
48 006'40'
W
100,00
FT
L25
N
48 008'48'
W
8783
FT
L26
N
48 010123'
W
13522
FT
L27
N
47057'02'
W
102,48
FT
L28
N
48 005'42'
W
41666
FT
L29
N
48"05'42'
W
212,79
FT
L 30
N
48 017'55'
W
122,23
FT
L 31
N
41'50'40-
E
200,47
FT
L32
N
43°2.449'
E
60,17 FT
L 33
N
4 9 018'59'
E
16784
FT
L34
N
57 °12'48'
E
12 9, 33
FT
L35
N
40016'41'
E
391,10
FT
L 36
N
41034'06'
W
2384 9 FT
L37
N
83 009'4 9'
E
154,12
F T
L 38
N
22 054'43'
W
225,51
FT
DRAWN B
DATE
DWG. MD
NUMBER
CHORD DIRECTION
RADIUS
ARC LENGTH
CHORD L ENSTh
Cl
N 73 013'20' E
280,00
97.16
96,68
C2
N 58 °17'27' E
280,00
4977
48,71
,THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURA TL EY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT WITHIN THE DESIGNATED INSET
AREA, AS DETERMINED BY THE UNDERSIGNED ON THIS BA TE. OTHER AREAS OF JURISDICTION
MAY BE PRESENT ON THE SITE BUT HA VE BEEN BEL INCA TED, UX ESS THERE IS CHANGE IN
THE LA V OR OUR PURL ISHEB REGUL A TIONS, THIS BETERMINA TION OF SECTION 404 JURISDICTION
MAY BE REL IED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FORM THIS DATE. THIS DETERMINATION
WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL,'
REGUL A TORY OFFICAL
VA
VEY
DRIVE' � 0
0 6N
ti
' DRIVE q S CQ
j
rER CHUK�� TRAMWA Y
VICINI T Y MAP
HW -Y,78
EXISTING OR FOUND IRON
RIGHT OF WAY
TITLE------------------------------------------------------------
DATE------------------------------------------------------------ 0
USACE ACTION ID"/.�`
--------------------------------------------------------- /'�
CAROZ%.,,
s`w'ats`' hyo X06 .1- 0� : oFESSi0
Q 9
NOTE
1- BEING A PORTION OF TRACTS I AND 6 OF THE VESTL ANDING DEVELOPMENT PROPERTY AS SHOWN ON PLAT ENTITLED SURVEY FOR VEST
LANDING DEVELOPMENT; WEST SANFORD TOWNSHIP, LEE COUNTY, NORTH CAROLINA' DATED AUGUST 5, 1994 AND REVISED AUGUST 15, 1994
AND RECORDED IN PLAT CABINET 8, SLIDE 22-H LEE COUNTY REGISTRY
PROJECT SHT. NAME
WE -S T L AN.DI;NL7 PE VEL L7PMEIV T
ADDRESS r 7301 VILLAN17V DR., SANFORD, N.C. 27332
SURVEY WEST SANFORD TOWNSHIP, LEE CO, N.C.
SHT, NO,
CDL ' LL4A10 S6ZRI'�'YS, P,4
1-A
483 WIL MER ROAD X�
SANFORD, NORTH CAROLINA 27332
PHONE C91D 258-9340

4WEST LANDING DEVELOPMENT PHASE' I-B
WEST LANDING DE"VEL©PMENT PHASE 1-B C-)
'PLAT CABINET 8, SLIDE \,1�2-E
PLAT CABINET 8, SLIDE 52-E
184
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Z <�'' i 181 Q ' 181 \�� 182 \\ Lia v Lib 3
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WETLAND REA 'J'`
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436 �F SH WETLAND EA 'E' w �, W
AN�\ `\ `res, \`� '/ '� l0 , v ► .�
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✓' r S
err ( ^
COUNTxx x�\\ WETLAND STREAM + "y
AREA 'K' w 7_�ko
"" -:-10 WETLAND EA KJSSM
G _
cr�-O 337 `� J.13320
�1 18 i - _ _ _ _ 15' WIDE SAN AR Y SEWER �,./ a q
302 _ - _ - - - - _15% EASEMENT, CI Y OF SANE©RD �. ��S/ ! T L
Qa --- 330 32417Y AND AREA
------ y 4 MAP BOOK 18, PAGE 20 W
---___-------_ �_ ,i STREAM 'C' w w y q
7iF---------( if( t :✓ y y
ti 19---------mac 318 �.
I 328 i 325 e +` WEST LANDING DEVELOP ENT
_
PHASE 3, PLAT CABINET 10,
Q 303 * ?--------- v 't% SLIDE 50-C
-----_* _
Q 20 i---------c-
----- 377 ---- WEST LA b ING
-- -+�--
-------
304 V ' WEST LANDING DEVELOPMENT
4 i ° M i o--------- �- w . �, P.C,10,5 19-H =\\
37E v Q� !+ j CPORTI .) 539 / 438 v Q
---------
CONTROL CORNER A' ' �6' STREAM PIN # 9632-60-0470 Z `'' N
N, C GRID COORDINA TES z ` - - - - 305 ` ` - -- - -- _ _ _____ S 3 �1u 41.52 ACRES TOTAL r d
N= 621,204,170 Q1BERLY 11pODS DR. Bp' R/1P PUBLIC STRIsET J/ / T 7
---* -- i -0.70 ACRES 'EXCEPTION"
E= 1, 934, 907.656 22 r_------ -
N,A.D. 83 , 306 i i i ,-_ NET- 40,82 ACRES Q Q
C.F= 0.99986106V------ i I j "STREAM
, Q
<BY G,P,S 308 OBSERVATIONS Q o o " ,. STREAM B
A�
W 23 307GI
T---— i i «
-----I ---- o-=-T---- r--J-T---�- ,---L---, 1---- L30 429 Q Q
200 0 L2B L27 L26 L25 L24LJ j
Z 24 1 25 1 26 27 1 28 1 29 1 30 1 31 ,� 32 i \ L 23
i 33 114 113 r� i , Q
i d i 110 109 10107105 /��' 107 /,� `li 104 /moi � W
OWL S NES T BL Of'K "A " MAP BOOK 14, PAGE 9
s`ale: 1 = 200' DWL S NEST BL OAK "B" MAP BOOK 14, PAGE 59 ~
�q
DRAWN BY, REVISIONS PROJECT SHT. NAME COLD' L4A7,0 �S6rRVZkS,, P. Q. SHT. NO.
DATE' MAY 22, 2006 lvIE-9 IT L ANTINJ DE VE-L Z7PMEN.T 1NDE X SHEET- _C
' ADDRESS ' 7301 VILLANOW DR., SANFORD, N.C. 27332 483 WILMER ROAD
SURVEY ' WEST SANFORD TOWNSHIP, LEE CO, N.C. SANFORD, NORTH CAROLINA 27332 13
PHDNE 0919.) 258-9340

WETLAND AREA 'E"
CDN TAINS 43, 6 46 SO,
L150
L149
L147
N,, L146
L 145- � +e-1
L 144
F- T OR 1, G
L 151
/ L 152
L153
L154
L155
L156
L157 +LI +
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L 143 ,�°2 Ant M+ + +'� + ,lo$ + e - 1a tib
e a o +� 11a �� e
L 142 L j34 133 N L 130
CDNTREL CORNER
REBAR SET
N, C, GRID COORDINA TES
N= 620,183,18
'NAID 83>
ti
L165� r� 199
N
163 k +e X111 jjo���1�9
L X96 L112
e X95 +e L 113
+ 114
L141 L135 L131 ���� ��
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L 136 L 132 �1� j e'19
L 137
L 138 S TREA M
L 139
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22
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50 0 50 100
Scale- I' = 50'
DRAIN BYE REVISIONS PROJECT SHT. NAM£ SHT. NQ
CDL'
DATE, MAY 22 2006 IVES T L ANDING IDZ GIEPL L7FM1Z-A/T DEL INEA TET WE -T LA A/D
483 RL74D
2/
BV49 MM ADDRESS f 7301 VILLANOW DR., SANFORD, N.C. 27332
AREA �E-� SANFORA AORTHLMER CARSLI A 27332 13
SURVEY WEST SANFOR.0 TOWNSHIP, LEE CO, N.C. PHONE (919,) 258-9340

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L 191 9 N 9� 7 + ,A+ <
L190 X903 9 c
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L 188
L 187 9 A
WETLAND AREA "G"
CEN TAINS Z067 SO, FT OFA 0,07
50 0 50 100
Scale: I' = 50'
Iron found
DRAWN Rrl REVISIONS PROJECT SHT. NAME COLD' L4A.rO SURY�'YS, P.4. SHr. NO.
DATE: MAY F6 2006 /'Z75 T L ANDINJ DE E L OPMENT DEL INE -14 TET WET L ANIS 0 4/
ADDRESS :7301 VILLANOW DR., SANFORD, N.C. 27332
E �� SANFORD,483 NORTH CARVUNA 27332 13
SURVEY : WEST SANFORD TOWNSHIP, LEE CO, NC PHONE [phone]

/ L6
/
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all,
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CP
sr
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L10
WETLAND AREA 'H"
CONTAINS 9, 3 95 Sl ?, F T Old 0, 22 A CRSS
WETLAND AREA "J"
L 86 'l�c� �g + CON TAINS 1, 719 SO, FT OR 0, 04 ACRES
LSSo + +
'q6
�g2
�L91
S 7REAM
50 0 50 100
Scale- 1' = 50'
DRAWN BY/
REVISIONS
PROJECT
SHT. NAME
COLS' LAND Sl1RY�'YS, P.A.
SW AV,
DATE, MAY 22, 2006
WAS T L AN111NL� DE- VEL �PMENT
1��L INEA TED !�/ET L A�/I�
S
BVG. AM
ADDRESS r 7301 VILLANOW DR., SANFORD, N.C. 27332
r q o
AREAS r � � �%
483 WILMER ROAD
SANFORD, NORTH CAROLINA 27332
/
13
SURVEY WEST SANFORD TOWNSHIP, LEE CO, N.C.
PHONE 4r919,) 258-9340

,95.2 w
L 98
L 99to S TREA
M
rr rr
0
103
Oce
0
L 100
L 101
WE TL A N -V
AREA 'K"
CON TAINS 2,330 SLS, E T, Ofd 0, 05 A ORES
50 0 50 100
Scale- 1' = 50'
REVISIONS PROJECT SHT. NAME COLD' L4yVO SURVZ S,' P.4 SHr. qua
PRA VN BY,
DATE, MAY 22, 2006 !,/ES T L ANDING DE VEL OPMENT DEL INEA TED 10K 483
L AND
BVa NU, ADDRESS : 7301 VILLANOV BR., SANFORB, N.0 27332 AREA 483 VILM£R ROAD 13
SANFOTH RB, NORCAROLINA 27332
SURVEY VEST SANFORB TOVNSHIP, LEE CO, N.C. PHONE [phone]

,312
52 ,oa, 2 L 32 CQ
L31 h
a
133
L 226
�J�
----L 225
cL 199 ,.; L297
L 203 L 204 /�L L 223 = 2� L 296 a
L 387 �, P
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a -!b ('3) ,, 1-200 ^ R,,; , o1-
L 391 389
-TE-33- 94 = ,�--_,.,,�� D1 _� 202 _. 5 N �, L 213 --% L 2214 �O � ~�
1-393 1-392 -39 'fid' d 1201
2 � 210 ' 214 2D - v
a -Id C4 a, $gg -'L 207 ° A L206 L L N ti L 1 219 1- 2 L301
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b-6 09 09 r �4
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113
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M!� 1-377
1 k,3 L 321 r
L 328 �' a � v
L 366 a °� L 322 rr
L 368 / /� G � M 3
L 382
bog ('4')
'" . '- L 384
L 324 w coL 383
b-lh <4
�W 3�2:;:=�, � 367 50 0 50 100 A
a L 369
��9'� w
Scale- 1 50 S TREAM 'B' CONTINUED
=
DRAIN 9Yt REVISIONS PROJECT SHT. NAM£ S
COLSHT. Na.
S' L4"� Uh'Ir�YS, P.A. 7
BATE, MAY 22, 2006 IVEY T LANDING .DE VEL Z-711AICN T
483 WILMER ROAD 13
N ADDRESS 1 7301 VILLANOW DR., SANFORD, N.C.27332 SANFORD, NORTH CAROLINA 27332
SURVEY . WEST SANFORD TOWNSHIP, LEE CO, N,C. PHONE ('919) 258-9340

^ O 7
TN
NO
Q� �� N.G
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4�6
50 0 50 100
Sco le, I'= 50'
DRAWN BY, REVISIONS PROJECT SHT. NAME " NO.
COLS' I.ANI� SURI��'YS, P.A.
DATE, MAY 22, 2006 VES T L ANING IDE VEL L7PMENT S 7REAM "C 0 0 9
VV6 NU, aRBR£SS , 7301 VILLANOW DR., SANFORD, N.C. 27332 483 WILM£R ROAD
SANFORO, NORTH CAROLINA 27332 13
SURVEY , WEST SANFORD TOWNSHIP, LEE CO, N.C. PHONE ('919,) 258-9340

L 255 259
L256 25� � F-S�f�
25S L260
L 261
^#L 262
=� 1 �L 263
.n C6"'=L264
��L265
L 267
-24 (6 L 268
L 285--'V \ ; ..,e `3� L269
L 284--' 3 �z' L 270
L271
L272
a �2 L273
STREAM 'F"
b
L 281 L 274 L to,S
L280 L278 L2>j
L 279::::::�
a'1
S TREA /V
1 a
L 360-----"'
L 359
L 358
50 0 50 100
scale: 1' = 50'
PROxCT
'D"
L 332
L 333
/L 334
L 335
L 336
V
�z-- a
a'
L 355
L 356
L 357
SHT. NAME
L 337
L=3`�8
a
L 354
11
1p<
L3,45
ti
"0 346
344
9 1 3 a �
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L33 �3� X345 N L347
a _ _ 350 1,
L ,340.. L w
L 351
L 352
L 353
WE -S T L A N -P ING IRE- VEL OPMEN l `1F �•
ADDRESS 7301 VILLANOW DR., SANFORD, N.C. 27332
SURVEY : WEST SANFORD TOWNSHIP, LEE CO, N.C.
COLS' Z.4" SURVEKS, P.A1 SH T. NO,
1j
483 VAMER ROAD 13
SANFORD, NORTH CAROLINA 27332
PHONE [phone]

NUMBER
DIRECTION
64'38'00'
vis T4NCE
L60
S
19'22101 '
V
45 94'
L 61
N 13'37'18'
E
510'
L62
N
72 °27'02'
E
49,54'
L63
N
79'26'18'
E
24,63'
L64
N
64'11'49'
E
23,40'
L65
N
63'31 '03'
E
19,94'
L66
N
66'09'06'
E
1920'
L67
N
77'42'22'
E
28,34'
L68
N
50°54'11'
E
42,15'
L69
N
31045'52'
E
19,00'
L 70
N
87'12136'
E
43,26'
L 71
S
3104647'
E
41,90"
L 72
S
04.01'20'
E
34,371
L 73
S
71 '34'03'
V
43.33'
L74
N
52'25'24'
V
19,31'
L 75
S
53'53'50'
V
16,60"
L 76
N
7003225'
V
31,791
L 77
N
77038114'
V
29,00'
L 78
S
43'53'16'
V
15.70'
L 79
S
74.38'57'
V
28.24'
L 80
S
74.46'05'
V
45,21'
L 81
S
75027'27'
V
44,25'
L 82
S
70'06'19'
V
12.11'
L83
N 19'57'01'
V
9,14'
L 84
S
64.56'35'
V
5753'
L85
S
60'5932'
E
11,28'
L 86
S
66'5636'
E
16,45"
L87
S
74'18'12'
E
1928'
L 88
S
89'59'04'
E
11,87"
L89
S
77010153'
E
48.14'
L 90
S
50'59'30'
V
34,88"
L 91
N
61025152'
V
38.62'
L 92
N
74'2641'
V
34.86'
L 93
N 19'29119'
V
23,28'
L 94
S
62'42132'
E
40,03'
L 95
S
30'0412'
E
28,69'
L 96
S
18040158'
E
36,54'
L 97
S
24'37'37'
E
25 57'
L 98
S
27037'42'
E
20, 95'
L 99 S 32 °48'25' E 28,04'
L138 N 39'06'36' V 2026'
L 139 S 87 °13'03' V 11,63'
L140
S
64'38'00'
V
9,96'
_L100
L 101
S
72'3475'
V
6,96'
L102
N
44'40'47'
V
4545'
L 103
N
09'08'39'
E
18,65'
L104
N 23'08'24'
V
22,37'
L 105
N 18 °53'37'
V
14,63'
L 106
N
04'41 '56'
V
31.23'
L107
N
03'30'41'
V
14,93"
L108
S
48 °25'58'
V
40.73'
L109
N
67°38'10'
V
26.25'
L 110
N
40'03'29'
V
32,05'
L111
N
67'05'11'
V
48.83'
L112
N
57'12'11'
V
45,97'
L113
N
65'29'57'
V
52, 06'
L114
N
67'35'05'
V
47.05'
L115
S
78'27'42'
V
44,46'
L116
S
69 °13'23'
V
31, 01'
L117
S
03"23-25'
V
45,07'
L118
S
70 °13'43'
V
37.80'
L119
S
30'55'16'
V
35,20'
L 120
S
02035"49'
E
42.12'
L 121
S
20'51'46'
E
26,79"
L122
S
24010'39'
V
1424'
L123
N
36'56'43'
V
34,03"
L124
N
16'32'26'
V
22,39"
L125
N
14'04'11 ' V
55,92"
L126
N
01'52'54'
E
30.75'
L127
N
19'59'38'
V
37.94'
L128
N 18'08'23'
V
41,37"
L129
N 26'2237'
V
31,47'
L130
N
48'18'22'
V
34,44'
L 131
N
47'00'08'
V
22,97'
L132
N
51033"04'
V
30,78'
L133
N
67'13'30'
V
30,00'
L134
N
39'22'31'
V
34,07*'
L135
N
49'55'09'
V
27,02"
L136
N
14.51'01' E
8,24'
L137
N
32'27'07'
V
20, 93'
L138 N 39'06'36' V 2026'
L 139 S 87 °13'03' V 11,63'
L140
N
04.5956'
V
7 92'
L141
N 25'03'46'
V
17 79'
L14?
N
39'2757'
V
9.99'
L143
N 04'57'18'
V
10,33'
L144
N
06'1553'
E
16,15'
L145
N
69'26'49'
E
4,01'
L 146
S
57'02'23'
E
20,20'
L147
S
181*50'39'
E
31,44"
L148
S
46'38'08'
E
27 76'
L149
S
12"40"42'
E
23.47'
L 150
S
64'28'01'
E
24,35'
L 151
S
60 °35'36'
E
18,92"
L 152
S
25°46'10'
E
24,84"
L 153
N
89'14'05'
E
16,32'
L154
S
20-07'19-
E
8,41'-
,41'L
L155
S
36 °01'57'
E
13 79'
L 156
S
70048"081
E
21,6 4 "
L157
S
83.16128'
E
41,64"
L 158
S
46140'30'
E
30.96'
L159
S
87025'09'
E
33,33"
L 160
S
72'48'00'
E
39.33'
L161
S
77'56'28'
E
36,20'
L162
S
62'26'57'
E
50,26'
L163
S
60'46'16'
E
50,90"
L164
S
75'28'27'
E
54,54"
L165
S
62'19'56'
E
35,46 "
L166
S
80'01'26'
E
26,46"
L167
N
88'08'49'
E
28.50'
L168
S
67'53'09'
E
43.64'
L169
N
81'19'00' E
34,44'
L170
S
16'04'25'
E
35,24'
L 171
S
01 '46'05'
E
28.50'
L172
S
52'28'23'
E
63,24'
L 173
S
80'3631'
E
12, 76'
L 174
S
36 °41116'
E
14,80'
L 175
S
12'37'17'
E
26,71 "
L 176
S
01 '58'30'
E
32,92'
L 177
S
45'39'12'
E
30,55'
L178
S
34'5951'
E
38,26'
L179
S
03'16'10' E
29,13'
L180
N
59'32'03'
V
38,05'
L 181
N
44'2632'
V
34,48'
L 182
N
56'3343'
V
36,83'
L183
N
41 011'46'
V
28,50'
L184
N
05'19'15'
V
28,46 "
L185
N
44'16'28'
V
274.61'
L 186
S
76'20'51'
V
26,05"
L187
N
34.35'13'
V
17.20'
L188
N 15'03'20'
V
32.28'
L189
N 24'30'50'
V
30,14'
L190
N
51'56'28'
V
22,30'
L191
N
00'42'01'
V
12,93'
L 192
N 19'12'59'
V
52,35"
L193
S
31'10'51' E
52,21'
L194
S
47'59'14'
E
4880"
L195
S
26'3238'
E
3761'
L196
S
17'2335'
E
24,04'
L197
N
56'52'00'
E
71.95'
L198
N 16'13'12'
V
4,00"
L199
N
73'4648'
E
1855'
L200
N
13'24'53'
W
12,77'
N 27'37'08'
E
31,83'
.L201
L202
N
33'42'39'
E
47,70"
L 203
N 17'5252'
E
1855'
L 204
S
66'51'39'
E
350"
L205
S
19'37'02'
V
I8, 97'
L 206
S
30'06'24'
V
4770"
L 207
S
34'4942'
V
29.64'
L208
S
13 °2453'
E
16,63"
L209
S
73'4648'
V
0, 35'
L 210
N
47'14'40'
V
7.50'
L 211
S
81 °55'08'
E
4315'
L212
N
44'45'45'
E
17.42'
L213
S
86'5353'
E
12, 75'
L214
N
41'30'13' E
12, 71'
L215
N
43'41'30'
E
24.75'
L216
N
48'3428'
E
21,28'
N 17'5355'
E
0, 77'
.L217
L218
N 29'45'04'
E
55.37'
REVISIONS PROJECT SHT, NAME COL.' 1,�' AT SI%RIIZ S, P.,4.SHT. N0
DRAWN BYE
DATE, MAY 22 2006 41ES T L ANDIN& ITIE VEL EPMENT L INE TA EL E 1
ADDRESS 7301 VILLANOW DR., SANFORD, N.C. 27332483 VILMER RDA, 13
SANFORD, NORTH CAROLINA 27332
SURVEY j VEST SANFOR, TOWNSHIP, LEE CO, N.C. PHONE (919.) 258-9340

L219
N
08"40"42'
E
13.40'
L261
N
52 °19'28'
W
14.08'
L 303
N
08'40'42'
E
11.75'
L 344
S
58056"51'
E
53.31'
L220
N
33 °12'54'
E
31.40'
L262
S
75'06'35'
E
37.83'
L 304
N
34'54'19'
E
59.39'
L345
S
6 9 °02'53'
E
12.68'
L221
N 24 °35'18'
E
52.93'
L 263
S
64'24'54'
E
32.75'
L 305
N
20'1753'
£
20.85'
L 346
S
23"18"38'
W
2.50'
L 222
N
34'17'07'
W
19.25'
L 264
N
67'4015'
W
32.97'
L306
N
39'58'28'
E
22.54'
L347
N
64'26'08'
W
13.27'
L223
N 26'56'17'
£
32.66'
L265
N
41 °36'28'
W
9.77'
L 307
N
50'3443'
E
23.80'
L348
N
57'30'20'
W
51.95'
L224
N 06'00'20'
W
26.23'
L266
N
28'2722'
£
30.03'
L308
N
00'28'45'
E
19.45'
L 349
N
85°06'55'
W
36.23'
L225
N
40'01'38'
E
25.72'
L267
N 27057'14'
W
17.34'
L 309
N 14'17'06' E
25.70'
L 350
N
58'56'10'
W
57.13'
L 226
N 19 °33'25'
E
19.78'
L268
S
00'2010' E
23.94
L 310
N 16'06'56'
W
36.83'
L 351
N
7504928'
W
34,65"
L227
N
48002'46'
E
62.44'
L269
S
01 '57"01' E
37.03'
L 311
S
08'2536'
W
11.70'
L 352
N
55'02'34'
W
26.96'
L228
N
40'21'53'
E
36.93'
L 270
S
05'5735'
E
29.36'
L312
N
87'48'18'
E
4.50'
L 353
N
66'18'37'
W
12.67'
L 229
N
32'55'03'
E
31.90'
L 271
S
33'36'29'
E
22.91'
L 313
S
01'004 "55'
W
12.24'
L 354
N
42'30'56'
W
73.11'
L230
N
50"03"31'
E
37 90'
L272
S
30'2752'
E
16.78'
L 314
N
11 '22'53'
W
36.30'
L 355
N
00025'01' E
12.87'
L231
N
34'50'32'
E
32.44'
L 273
N 10'45'51' E
19.63'
L 315
N
12'14'28'
E
24.81'
L 356
N
54'14'36'
W
16.6.5'
L 232
N
37'59'15'
E
34.82'
L274
N
44'25'06'
W
43.18'
L 316
N
00028'45'
E
16.30'
L 357
N 28'47'45'
W
15 92'
L233
N 23 °00'26'
E
47.73'
L 275
S
41 '28'01 ' E
41.45'
L 317
N
45'14'29'
E
9.96'
L 358
N
51 *4841'
W
24.39'
L234
N
46'10'31' E
24.09'
L276
N
68008'34'
E
318'
L 318
S
86'5353'
E
13.20'
L 359
N
02'02'27'
W
30.39'
L235
N
30'41'54'
E
36.59'
L277
S
41 '28'03'
E
40,23'
L319
N 26049'01'
E
18.15'
L 360
N
04'56'38'
E
24,48"
L 236
N 29039'13'
E
32.11'
L 278
N
44'25'06'
W
43.18'
L 320
N
80'37'39'
W
41,74'
L 361
N
45013'52'
E
29,23'
L237
N
01 '04'45'
E
61.48'
L279
N
10001"09' E
22.08'
L 321
N
87048'18'
E
4.50'
L 362
N
35'43'45'
E
24,78'
L 238
N
02'4743'
W
44.55'
L280
S
35'5938'
E
15.38'
L 322
N
08003'56'
E
24.69'
L 363
N
43004'42'
E
10.84'
L239
N 21'02'23'
W
62.63'
L281
S
33'3629'
E
22,91 "
L 323
S
12'5448'
E
30.96'
L 364
N
50'28'16'
E
103.83'
L240
N
05'11'27'
E
34.57'
L 282
S
04'41'52'
E
31.28'
L 324
N
24'09'01'
E
21.15'
L 365
N
71'50'01' E
116.53'
L241
N
43'54'55'
W
37. 98'
L283
S
03'30'38'
E
36.72'
L 325
N 19'32'11' E
16.11'
L 366
N
19'32'11' E
15.42'
L242
N 23'05'22'
W
3.
476'
L284
S
01'44'45'
E
22.13'
L326
S
70'27'49'
E
5.00'
L367
N 19032'11' E
16.81'
L243
N
41 '29'40'
W
51.25'
L285
N 27'57'14'
W
14.69'
L 327
N
19'32'11' E
16.11'
L 368
N
74'37'15'
E
14.49'
L244
N 25'13'33'
W
38.55'
L286
N 28'28'55'
E
35.12'
L 328
N 26'50'40'
E
20.27'
L369
N
74'37'15'
E
15.36'
L245
N
64'46'27'
E
10.00'
L287
N
55'25'44'
E
21.59'
L 329
S
12'5448'
E
31.79'
L 370
N
06'5753'
W
27.01'
L246
S
25013'33'
E
39,45"
L088
N
18'06'57'
E
51.57'
L 330
N
08"19'11' E
23.25'
L 371
N
06'5753'
W
23,51'
L247
S
37029'16'
E
48.03'
L 289
S
43'04'42'
W
10.84'
L 331
N
67052'24'
E
2.25'
L 372
N
01 '05'17' E
37.46'
L248
S 28'28'03'
E
45.18'
L290
N
44'50'06'
E
33,52'
L332
N
04'56'38'
E
25,50'
L373
N
01'05'17' E
36.41'
L249
S
36'36'08'
E
35.47'
L 291
N 28'56'24'
E
35.57'
L333
S
02'0227'
E
29,46'
L 374
N
44'23'49'
W
29,12'
L250
S
00'59'26'
E
35.00'
L292
N
50'03'31'
E
37.90'
L334
N
51048'41'
W
23.46'
L375
N
44'23'49'
W
31.61'
L251
S
16'57'10'
E
65.93'
L 293
N
39'49'58'
E
29.95'
L 335
N
32047'06'
W
16.63'
L 376
N
40'28'07'
E
17.63'
L 252
S
05012'47'
E
42.85'
L294
S
40'21 '53'
W
36.93'
L 336
S
58'53'27'
E
15.35'
L377
N
40'28'07'
E
16.65'
L253
S
01 '04'45'
W
61.48'
L295
N
48054"11'
E
63.15'
L 337
N
0002274'
E
14.18'
L 378
N
43055'28'
W
28.13'
L254
S
28 °2722'
W
0,22'
L 296
S
20029"31'
W
17.79'
L 338
S
42'30'56'
E
72.48'
L379
N
43'55'28'
W
25.25'
L255
S
41 '36'28'
E
10.29'
L297
S
4000138'
W
26.89'
L339
N
66018'37'
W
12.34'
L 380
N 22'44'25'
W
33.45'
L 256
S
67040'15'
E
32.04'
L 298
N
09007'15'
W
26.11'
L340
S
55'02'34'
E
26,70'
L 381
N 22'44'25'
W
34.86'
L257
S
62'3549'
E
32.52'
L299
S
26'56'17'
W
29.70'
L 341
N
75'49'28'
W
34.54'
L 382
N
03'53'17'
W
14.13'
L 258
S
71 '5932'
E
38.19'
L 300
N
34'17'07'
W
19.11'
L 342
S
58'56'10'
E
56.88'
L 383
N
03'53'17'
W
18.91'
L 259
S
52'19'28'
E
14.08'
L 301
S
24'35'18'
W
55.58'
L343
N
85'06'55'
W
35.53'
L 384
S
48'05'42'
E
5.74'
L 260
S
37040'32'
W
1.00'
L 302
S
23'54'08'
W
30.07'
REVISIONS
PR
OJECT
SHT. NAME
COLD' L4"SURI�.�'YS, P.�.
SHT. Na
BRA VN BYE
WES 7- L
ANDING
DE VEL L7PMEN
T
LINE
TA BL E
12
DAT£f MAY 22,
2oo6
483 IVILM£R ROAD
17Va MD
ADDRESS
SURVEY J
7301 VIL L ANOV
(VEST SANFORB
DR., SANFORD, N.C. 27332
TOWNSHIP, LEE CO, N.C.
SANFORD,
NORTH CAROL INA
PHONE [phone]
27332
13

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., L PM DONCRETE (NONFORNfD)
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PER DETAIL
C, NTS
INDEX
C1 GENERAL SITE PLAN
C2 WIMBERLY WOODS STA 19+00- STA 28+00
C3 WIMBERLY WOODS STA 28+00- END
C4 WINDFALL RD. & OUTFALL S 1 SEWER PROFILE
C5 WILLEY ST AND SEWER OUTFALL 0 2
C6 WYNNS STREET
X1 WIMBERLY WOODS X -SECTIONS STA 19+50 - STA 31+00
X2 WIMBERLY WOODS X -SECTIONS STA 31+50 - STA 40+00
X3 WINDFALL X -SECTIONS STA 10+00 - STA 20+50
X4 WINDFALL X -SECTIONS STA 20+79 - STA 27+00
X5 WILLEY ST. X -SECTIONS
X6 WYNNS ST. X -SECTIONS STA 10+00 - STA 16+50
X7 WYNNS ST. X -SECTIONS STA 17+00 - STA 17+23.19
SE SOIL EROSION DETAILS
WS WATER & SEWER DETAILS
W
Q
Z
Za
pw
gco
U)
c 1
SHEET , OF 15
FILE: 200423 -SP

GRA�HIC SCALE
I I r\\ 345 ggp��p�,,y .w
ao ti
4101
Cli
\
b
\
\
A
0
h0+
03
40
� h
PVI STA • 23+00
PVI ELEV • 410.70
PVI STA • 22+60 A.D. • -2.70
PVI ELEV • 410.36 K • 14.81
- 4.53
K
K • 18.74
PVI STA • 20+00
PVI ELEV • 410.80
A.D. - .1.70
K • 29A1
PVI STA • 20+00
PVI ELEV • 421.90
AD. • 2.10
K- 27.78
?94 7
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I
STREET, WATER 6 SEWER NOTES
1) GENERAL: THE CONTRACTOR SMALL PROVIDE LIBOR, MATERIALS, AND EQUIPMENT REQUIRED FOR A COMPLETED PROJECT AS SHOWN ON THE DRAWINGS. WORK SHALL COMPI Y
WITH ALL APPLICABLE LAWS. CODES, AND ORDINANCES. It
2) MATERIALS: PAVINGEATCANG SHALL MEET DOT STANDARDS FOR 1.2 ASPHALT AND OBC, ANO BE MEASURED AFTER COAPACFION. CASC WIU- BE GOMPACI ED T r IWI,
MINIMUM. CONCRETE SMALL BE 3000 PSI UNLESS NOTED OTHERWISE.
r I
3i GRADING RI TYPICAL SECTION. GRADE INTERSECTIONSOORFILL SE FROM 1-5%WT N NOT EXCEEDS% OTHER STREET NHAS
GRADES NOT TTY OVER C10%ONS GRADE TO T YR' C Sit IGry E%ftlati
BEYOND THERO HE MAINTAIN THE BACK SLOPE DR FAL SECTION. CALLED
THE PROPERTY THE CROSS SECTION HAS PRIORITY OVER CONSTRUCTION LIMfFh. LY I HI IMI 141
WETLANDS OR OTHER PROTECTED MEAS. WHERE A DITCH IS CALLED TO BE EXTENDED TO DAY LIGHT THE CONTRgCTOR WILL SLOPE THE tNUEd Y Ci A MAKIMHIM IN 111 ifN A:.i f
NOTED OTHERWISE ON THE PLANS.
INC 8 G SECTIONS. THE NMOIRIM ASPHALT SLOPE DRAINING ACROSS THE INTERSECTION WILL BE 1% FROM GUTTER TO GURER DR USL A (,OW NE TY t.l R; FKNN V
A) CLEARINGCLEAR 5 FT BEYOND DAYLIGHT (CLT OR FILL) OR TO RMf WHK:HEVER IS GREATER C
5)IEA, RTHW'ORK ANDIORUNSWTABLE BACK FILL: WHEN UNSUITABLE MATERIALS ME FOUND THE CONTRACTOR WILL. NOTIFY THE ENGINEER W WR[ r NO CON fkAC.IN, *•J Hf Moll
UNSUITABLE MATERIAL T012 -MIN. AND USE IN EMSMKMENT CONSTRUCTION-. FILL MATERIAL WILL BE FREE OF ROOTS. DEBRIS. ROCKS I1RT 1HA1> n!1 I ...I I-Pln! !•.r
BE PIACED IN W TO 9' LIFTS AND COMPACTED TO 9.5% STANDARD PROCTOR MINIMUM OR AS OTHERWISE NOTED.
S) MINIMUM COVER AND CLEARANCE. A MINIMUM COVER OF 36' IS REQUIRED ON ALL PUBLIC PVC PIPE. A 17 CLEARANCE WITH MY STORM ORAW IS Al Sl ­QHIRFD Ir.l'.I
TNESE REQUIREMENTS C -NOT BE MEF. SEWER OVER IZ DEEP SHALL BE DIP.
T) EXISTING UTILMES: THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE PROJECT AREA. ATA MINIMUM T IF CONTRACTOR 1 A INA -111,1
CAROLINA ONE CALL CENTER (NCOCC)AT 1Ni00BT2<94B FOR UTILITY LOCATION PRIORI TO CONSTRUCTION. IN ADDITION, SHOULD OTHER UlILI TIES PURL Oil H ATE eE T
OBSERVEDINTHEMEATHECONTRACTOR HALL CONTACT THE APPROPRI, UTILIT• COMPANY OR OWNER FOR_ OCATION T.ECON-PA,.'JRSMAH Nr,Tir T tN,PF':-�:r I,T,
ENGINEER OF MY CONFLICTS PRIOR TO CONSTRUCTION. •� ���jjj
8) WATER SPECIFICATIONS: INSTALL N 12 BARE COPPER LOCATOR WIRE OR LOCATOR TAPE IN ALL PVC PIPES TRENCHES.
A) WATER A-
-MD LARGER SMALL BE JOHN MANVILLE' BLUE BRUTE -OR APPROVED EQUAL CLASS IW MIN. CONFORMING TO AWWA C900.T5 WITH DUCTILE IRON FIRINGS. kJ. Cr
B) DUCTILE IRON PIPE (DIP) SHALL BE CLASS 50,
C) SEE SHEET WAST FOR WATER CONNECTIONS.
91 SEWER SPECIFICATIONS: SEWER PIPE SHALL BE: G
A) PVC PIPE: SEWER PVC PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM SPECIFICATION D-31134 FOR TYPE PSM POLYVINYL CHLORDE (PVC) AND SEWER PIPE AND (�
FITTINGS. ALL PVC MAWS HALL BE SDR 21 OR 26 WALL THICKNESS PIPE. FW
8) SEWER DUCTILE )RON PIPE (DIP) SMALL BE CLASS M UNLESS NOTED OTHERWISE. TAPS TO BE SCHEDULE
D) SEE SHEET WAS1 FOR SEWER CONNECTIONS.
rl ~
TE WORK PLACE PROCEDURES N PERFORMING SAFETY: THE ENGINEER SHALL HAVE R CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEMS. METHODS, SEOUENCF. U iY W `0i I
TECHNIQUES TOR, WHO MALS RBUE FHE WORK. SITES TNN L HESAFETYMAND SAFETY R CONNECTION MTN REQUIRE WORK. THESE ARE SOLELY S. WHHE EN NEEDED, TIES C Q Z � � � 4
THE CONTRACTOR, WHO WILL
ALSO REiGAIED y A EOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REWIRED BV REGULATORRY AGENCIES. WHEN NEEDED. TRENCH
SHORING OR BRAOIMIO WILL BE DESIGNED By A PROFESSK)NAL F1IGINEER. CrUr
11) DRIVEWAY AND ROAD CAQSSMIGS: THE CONTRACTOR SHALL SAWGUT ALL ASPHALT ANO CONCRETE CROSSING. REPLACEMENT MATERIALS ARE TO MATCH. REPLACEMENT/� ro 2 LL -
THIOOESS ARE EXISTING DEPTH -_ 1'. CABC BASE MATERIAL SHALL
BE INCLUDED IN THE COST OF THE ASPHALT CONCRETE. W L Z ly Zd
12) GRASSING AND SEEDING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND SEEDING AS PFR THE MPROVED PLAN. THE CONTRACTOR SHALL FURNISH ALL Y+LM N CZ
LABOR,EOUIPMEMT, LIME, FERTILIZER AND SEED NECESSARY TO COMPLETE IN ACCORDANCE WNT1M THE SEEDBED PREPARATKW ANO SEEDING SCIEOUI.E W SHEET SF ALL ROOTS. - ` : Z
STONE, AND OF.BRLS SWLL.L BE REMOVED AND 11VERALL SHAPING OF TINE AERO TO LEVEL OUT HIGH AND LOW SPOTS SHALL BE DONE BY THE CONTRACTOR THE C,ONTPACTOQ SMALL v N x a y
MAINTAIN THE GRASSED AREA FOR A PERM OF THREE (3) MONTHS AFTER THE GRASS GROWTH APPEARS AND SHALL RESEED BARE SPOTS AND REPAIR ANY AND ALL ERODED 8 m
AREAS OURNNG THIS TIME REPAIRED AREAS SHALL BE MANTAIMED UNTIL GRASS IS ESTABLISHED.
13)S CONTROL: ALL PROVISIONS OF'RULES AND REGULATIONS FOR EROSION CONTRO. AND SEDWEAH'C'ONTROL" OF THE STATE CF NORTH CAROLINA DEPARTMENT Y+1 a. W
OF NATURALTi SOIRCE3 MD WM11AUN1N DEVELOPMENT SHALL SE COMPLIED WITH WHEN APPLICABLE. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROS" CONTROL Hj
MEASIRES CONSISTING OF BERM. SILT FENCES, SWALES. AID BASINS M NECESSARY TO CONTROL EROSION. PHASING OF THE CLEARING AND GRADING OR TRENCHING
OPERATK,IN SHALL BE CLOSELY COOBOWATED WITH THESE TEMPORARY CONTROL MEASURES. MWEDtATELY FOLLOWNG CONSTRUCTION OF FURAL SLOPES. FKLS. SACK Fu l c-0 [T]
GRADING. THE CONTRACTOR SHALL BEGIN PEPAAAENT TYPE EROSION CONTROL MEASURES. THESE MEASURES PRYW LY CONSNBT OF SIEEDBK', FERTILIZING AND MULCHING,
WON SATOA07ORY STABIL7AT10N OF All Ali EAS, THE CONTRACTOR SHALL REMOVE THE TEMPORARY EROSION CONTROL MEASURES -
14) REFLACEMEl1T: THE CONTRACTOR $14ALL REPLACE CULVERTS, LAWSCARING INCLUDING SHRUBS DAMAGED WRING CONSTRUCTION.
15) SIGNAGE MID TRAFTIC CONTROL THE CONTRACTOR SHALL SIGNAGE AND TRAFFIC CONTROL FOR PROTECT AS NEEDED.
16) LOCATION EJOSTINE' WATER MAWS BNNDINAV ON THE PLANS ARE APPROXIMATE BASED ON MAPS FURNISHED BY THE OWNER AND FIELD INVESTIGATIONS. THE CONTRACTOR WILL c}� Z C
SNIP TME WATERLINE WSTAl1ATTL3M TO AVOD EXIII UTILRIESi OR PROPOSED INFRASTRUCTURE. THE CONTRACTOR WILL BE PAM) FOR THE ACTUAL QUANT111ES AT THE UNIT iO y & Q _ j
PRICES IN THE PROPOSAL RESULnNG PROM SUCH CHANGES THE CONTRACTOR SMALL MAKE NO ADOTIQMAL CLAIMS FOR EXTRA COMPENSATION AS THE RESULT IN THE CHANGE ¢ Z m iii QC o
OF LOCATION OF THE RROROSED WATER IAN AND/OR THE LOCATION OF EXISTLY WATER MANS.
1T) QUMTITIES: THE CONTRACTOR WILL BE PMD FOR ACTUAL QUANTITIES AT THE UNIT PRICES STATED IN THE PROPOSAL UNT PRICES SHALL BE FOR ALL WORD( COMPLEt E
PLACE. THE OMI RESERVES THE RIG RT TO A6)UST QUANTITIES UP OR DOWN.
IS)EXCAVATION.IWNCLASSIFIED. w ? a O W S
wa�m`i3 nzyy
19) INSPECT10N5. INSPECTIONS MAY BE PERFORMED By THE OWNER AND THE ENGINEER. THE CONTRACTOR WILL N{OT!FY THE ENGINEER OF AVIV CHARGES REGARDING DEPTH OR ? -2 i LLO O IN 5 0 U
LOCATION PRIOR TO MAKING SUCH CW -GES.
XT) WMRMTY. THE OWNERIENGINEER WILL CONDUCT PERIODIC INSPECTIONS MD UPON SATISFACTORY COMPLETION OF THE SITE WORK WILL ISSUE A LETTER OF ACCEPTANCE
THE CONTRACTOR SHALL WARRANT THE MATEWALS AND WORK FOR ONE YEAR AFTER FINAL ACCIEPTMCE.
21) STAKING: PROVIDED BY CONTRACTOR 2
22) BALANCE: SITE IS TO BE BALANCED. AlUUST GRADES AS NEEDED. CONSULT ENGINEER. SEE NOTE 15 (EARTHWORK). Nal
O
NOTE: j
ALL STREET AND SEWER OUTFALL EXISTING GROUND PROFILES FROM ACTUAL TOPOGRAPHIC SURVEY BY COLE LAND SURVEYS, PA.
O �
UNDERGROUND CLAMP-GRNNEL U z n Q
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INDEX ENK _'JVATE'R QUAL1 TY
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C1 GENERAL SITE PLAN EN �Nn ST�r»�N(; TER BRANCH
,mss C2 WIMBERLY WOODS STA 19+00- STA 2W
C3 WIMBERLY WOODS STA 28+00- END
C4 WINDFALL RD. & OUTFALL # 1 SEWER PROFILE
o C5 WILLEY ST AND SEWER OUTFALL # 2
C6 WYNNS STREET
X1 WIMBERLY WOODS X -SECTIONS STA 19+50 - STA 31+00
X2 WIMBERLY WOODS X -SECTIONS STA 31+50 - STA 40+00
X3 WINDFALL X -SECTIONS STA 10+00 - STA 20+50
X4 WINDFALL X -SECTIONS STA 20+79 - STA 27+00
X5 WILLEY ST. X -SECTIONS
X6 WYNNS ST. X -SECTIONS STA 10+00 - STA 16+50
X7 WYNNS ST. XSECTIONS STA 17+00 - STA 17+23.19
SE SOIL EROSION DETAILS
WS WATER & SEWER DETAILS
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8
END
114' PER FT r1-2 MIN 4� BEXEYOND RAV
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3 ACTe
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`t
I inch = ISO ft.
I
STREET, WATER 6 SEWER NOTES
1) GENERAL: THE CONTRACTOR SMALL PROVIDE LIBOR, MATERIALS, AND EQUIPMENT REQUIRED FOR A COMPLETED PROJECT AS SHOWN ON THE DRAWINGS. WORK SHALL COMPI Y
WITH ALL APPLICABLE LAWS. CODES, AND ORDINANCES. It
2) MATERIALS: PAVINGEATCANG SHALL MEET DOT STANDARDS FOR 1.2 ASPHALT AND OBC, ANO BE MEASURED AFTER COAPACFION. CASC WIU- BE GOMPACI ED T r IWI,
MINIMUM. CONCRETE SMALL BE 3000 PSI UNLESS NOTED OTHERWISE.
r I
3i GRADING RI TYPICAL SECTION. GRADE INTERSECTIONSOORFILL SE FROM 1-5%WT N NOT EXCEEDS% OTHER STREET NHAS
GRADES NOT TTY OVER C10%ONS GRADE TO T YR' C Sit IGry E%ftlati
BEYOND THERO HE MAINTAIN THE BACK SLOPE DR FAL SECTION. CALLED
THE PROPERTY THE CROSS SECTION HAS PRIORITY OVER CONSTRUCTION LIMfFh. LY I HI IMI 141
WETLANDS OR OTHER PROTECTED MEAS. WHERE A DITCH IS CALLED TO BE EXTENDED TO DAY LIGHT THE CONTRgCTOR WILL SLOPE THE tNUEd Y Ci A MAKIMHIM IN 111 ifN A:.i f
NOTED OTHERWISE ON THE PLANS.
INC 8 G SECTIONS. THE NMOIRIM ASPHALT SLOPE DRAINING ACROSS THE INTERSECTION WILL BE 1% FROM GUTTER TO GURER DR USL A (,OW NE TY t.l R; FKNN V
A) CLEARINGCLEAR 5 FT BEYOND DAYLIGHT (CLT OR FILL) OR TO RMf WHK:HEVER IS GREATER C
5)IEA, RTHW'ORK ANDIORUNSWTABLE BACK FILL: WHEN UNSUITABLE MATERIALS ME FOUND THE CONTRACTOR WILL. NOTIFY THE ENGINEER W WR[ r NO CON fkAC.IN, *•J Hf Moll
UNSUITABLE MATERIAL T012 -MIN. AND USE IN EMSMKMENT CONSTRUCTION-. FILL MATERIAL WILL BE FREE OF ROOTS. DEBRIS. ROCKS I1RT 1HA1> n!1 I ...I I-Pln! !•.r
BE PIACED IN W TO 9' LIFTS AND COMPACTED TO 9.5% STANDARD PROCTOR MINIMUM OR AS OTHERWISE NOTED.
S) MINIMUM COVER AND CLEARANCE. A MINIMUM COVER OF 36' IS REQUIRED ON ALL PUBLIC PVC PIPE. A 17 CLEARANCE WITH MY STORM ORAW IS Al Sl ­QHIRFD Ir.l'.I
TNESE REQUIREMENTS C -NOT BE MEF. SEWER OVER IZ DEEP SHALL BE DIP.
T) EXISTING UTILMES: THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE PROJECT AREA. ATA MINIMUM T IF CONTRACTOR 1 A INA -111,1
CAROLINA ONE CALL CENTER (NCOCC)AT 1Ni00BT2<94B FOR UTILITY LOCATION PRIORI TO CONSTRUCTION. IN ADDITION, SHOULD OTHER UlILI TIES PURL Oil H ATE eE T
OBSERVEDINTHEMEATHECONTRACTOR HALL CONTACT THE APPROPRI, UTILIT• COMPANY OR OWNER FOR_ OCATION T.ECON-PA,.'JRSMAH Nr,Tir T tN,PF':-�:r I,T,
ENGINEER OF MY CONFLICTS PRIOR TO CONSTRUCTION. •� ���jjj
8) WATER SPECIFICATIONS: INSTALL N 12 BARE COPPER LOCATOR WIRE OR LOCATOR TAPE IN ALL PVC PIPES TRENCHES.
A) WATER A-
-MD LARGER SMALL BE JOHN MANVILLE' BLUE BRUTE -OR APPROVED EQUAL CLASS IW MIN. CONFORMING TO AWWA C900.T5 WITH DUCTILE IRON FIRINGS. kJ. Cr
B) DUCTILE IRON PIPE (DIP) SHALL BE CLASS 50,
C) SEE SHEET WAST FOR WATER CONNECTIONS.
91 SEWER SPECIFICATIONS: SEWER PIPE SHALL BE: G
A) PVC PIPE: SEWER PVC PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM SPECIFICATION D-31134 FOR TYPE PSM POLYVINYL CHLORDE (PVC) AND SEWER PIPE AND (�
FITTINGS. ALL PVC MAWS HALL BE SDR 21 OR 26 WALL THICKNESS PIPE. FW
8) SEWER DUCTILE )RON PIPE (DIP) SMALL BE CLASS M UNLESS NOTED OTHERWISE. TAPS TO BE SCHEDULE
D) SEE SHEET WAS1 FOR SEWER CONNECTIONS.
rl ~
TE WORK PLACE PROCEDURES N PERFORMING SAFETY: THE ENGINEER SHALL HAVE R CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEMS. METHODS, SEOUENCF. U iY W `0i I
TECHNIQUES TOR, WHO MALS RBUE FHE WORK. SITES TNN L HESAFETYMAND SAFETY R CONNECTION MTN REQUIRE WORK. THESE ARE SOLELY S. WHHE EN NEEDED, TIES C Q Z � � � 4
THE CONTRACTOR, WHO WILL
ALSO REiGAIED y A EOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REWIRED BV REGULATORRY AGENCIES. WHEN NEEDED. TRENCH
SHORING OR BRAOIMIO WILL BE DESIGNED By A PROFESSK)NAL F1IGINEER. CrUr
11) DRIVEWAY AND ROAD CAQSSMIGS: THE CONTRACTOR SHALL SAWGUT ALL ASPHALT ANO CONCRETE CROSSING. REPLACEMENT MATERIALS ARE TO MATCH. REPLACEMENT/� ro 2 LL -
THIOOESS ARE EXISTING DEPTH -_ 1'. CABC BASE MATERIAL SHALL
BE INCLUDED IN THE COST OF THE ASPHALT CONCRETE. W L Z ly Zd
12) GRASSING AND SEEDING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND SEEDING AS PFR THE MPROVED PLAN. THE CONTRACTOR SHALL FURNISH ALL Y+LM N CZ
LABOR,EOUIPMEMT, LIME, FERTILIZER AND SEED NECESSARY TO COMPLETE IN ACCORDANCE WNT1M THE SEEDBED PREPARATKW ANO SEEDING SCIEOUI.E W SHEET SF ALL ROOTS. - ` : Z
STONE, AND OF.BRLS SWLL.L BE REMOVED AND 11VERALL SHAPING OF TINE AERO TO LEVEL OUT HIGH AND LOW SPOTS SHALL BE DONE BY THE CONTRACTOR THE C,ONTPACTOQ SMALL v N x a y
MAINTAIN THE GRASSED AREA FOR A PERM OF THREE (3) MONTHS AFTER THE GRASS GROWTH APPEARS AND SHALL RESEED BARE SPOTS AND REPAIR ANY AND ALL ERODED 8 m
AREAS OURNNG THIS TIME REPAIRED AREAS SHALL BE MANTAIMED UNTIL GRASS IS ESTABLISHED.
13)S CONTROL: ALL PROVISIONS OF'RULES AND REGULATIONS FOR EROSION CONTRO. AND SEDWEAH'C'ONTROL" OF THE STATE CF NORTH CAROLINA DEPARTMENT Y+1 a. W
OF NATURALTi SOIRCE3 MD WM11AUN1N DEVELOPMENT SHALL SE COMPLIED WITH WHEN APPLICABLE. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROS" CONTROL Hj
MEASIRES CONSISTING OF BERM. SILT FENCES, SWALES. AID BASINS M NECESSARY TO CONTROL EROSION. PHASING OF THE CLEARING AND GRADING OR TRENCHING
OPERATK,IN SHALL BE CLOSELY COOBOWATED WITH THESE TEMPORARY CONTROL MEASURES. MWEDtATELY FOLLOWNG CONSTRUCTION OF FURAL SLOPES. FKLS. SACK Fu l c-0 [T]
GRADING. THE CONTRACTOR SHALL BEGIN PEPAAAENT TYPE EROSION CONTROL MEASURES. THESE MEASURES PRYW LY CONSNBT OF SIEEDBK', FERTILIZING AND MULCHING,
WON SATOA07ORY STABIL7AT10N OF All Ali EAS, THE CONTRACTOR SHALL REMOVE THE TEMPORARY EROSION CONTROL MEASURES -
14) REFLACEMEl1T: THE CONTRACTOR $14ALL REPLACE CULVERTS, LAWSCARING INCLUDING SHRUBS DAMAGED WRING CONSTRUCTION.
15) SIGNAGE MID TRAFTIC CONTROL THE CONTRACTOR SHALL SIGNAGE AND TRAFFIC CONTROL FOR PROTECT AS NEEDED.
16) LOCATION EJOSTINE' WATER MAWS BNNDINAV ON THE PLANS ARE APPROXIMATE BASED ON MAPS FURNISHED BY THE OWNER AND FIELD INVESTIGATIONS. THE CONTRACTOR WILL c}� Z C
SNIP TME WATERLINE WSTAl1ATTL3M TO AVOD EXIII UTILRIESi OR PROPOSED INFRASTRUCTURE. THE CONTRACTOR WILL BE PAM) FOR THE ACTUAL QUANT111ES AT THE UNIT iO y & Q _ j
PRICES IN THE PROPOSAL RESULnNG PROM SUCH CHANGES THE CONTRACTOR SMALL MAKE NO ADOTIQMAL CLAIMS FOR EXTRA COMPENSATION AS THE RESULT IN THE CHANGE ¢ Z m iii QC o
OF LOCATION OF THE RROROSED WATER IAN AND/OR THE LOCATION OF EXISTLY WATER MANS.
1T) QUMTITIES: THE CONTRACTOR WILL BE PMD FOR ACTUAL QUANTITIES AT THE UNIT PRICES STATED IN THE PROPOSAL UNT PRICES SHALL BE FOR ALL WORD( COMPLEt E
PLACE. THE OMI RESERVES THE RIG RT TO A6)UST QUANTITIES UP OR DOWN.
IS)EXCAVATION.IWNCLASSIFIED. w ? a O W S
wa�m`i3 nzyy
19) INSPECT10N5. INSPECTIONS MAY BE PERFORMED By THE OWNER AND THE ENGINEER. THE CONTRACTOR WILL N{OT!FY THE ENGINEER OF AVIV CHARGES REGARDING DEPTH OR ? -2 i LLO O IN 5 0 U
LOCATION PRIOR TO MAKING SUCH CW -GES.
XT) WMRMTY. THE OWNERIENGINEER WILL CONDUCT PERIODIC INSPECTIONS MD UPON SATISFACTORY COMPLETION OF THE SITE WORK WILL ISSUE A LETTER OF ACCEPTANCE
THE CONTRACTOR SHALL WARRANT THE MATEWALS AND WORK FOR ONE YEAR AFTER FINAL ACCIEPTMCE.
21) STAKING: PROVIDED BY CONTRACTOR 2
22) BALANCE: SITE IS TO BE BALANCED. AlUUST GRADES AS NEEDED. CONSULT ENGINEER. SEE NOTE 15 (EARTHWORK). Nal
O
NOTE: j
ALL STREET AND SEWER OUTFALL EXISTING GROUND PROFILES FROM ACTUAL TOPOGRAPHIC SURVEY BY COLE LAND SURVEYS, PA.
O �
UNDERGROUND CLAMP-GRNNEL U z n Q
!-WITH A1'x 12' L -SHAPED GAL.. HIGH
% STRENGTH BOLTS -8' DIP Z K m A
Q NL 2rn
I WATER FLOW
� 005 WITH 3" COVER TYP WITH 3' OWER TVP Z
—3,000 P01 CONCRETE (NON -FORMED) I w
_— --MA'S @ 12- OC
NMs @ lroc
�__,. _ � TF A�'4�FL�iA��yAE4c eRfNT��fk,�acx
PIER DETAIL (F`}
INDEX ENK _'JVATE'R QUAL1 TY
v
C1 GENERAL SITE PLAN EN �Nn ST�r»�N(; TER BRANCH
,mss C2 WIMBERLY WOODS STA 19+00- STA 2W
C3 WIMBERLY WOODS STA 28+00- END
C4 WINDFALL RD. & OUTFALL # 1 SEWER PROFILE
o C5 WILLEY ST AND SEWER OUTFALL # 2
C6 WYNNS STREET
X1 WIMBERLY WOODS X -SECTIONS STA 19+50 - STA 31+00
X2 WIMBERLY WOODS X -SECTIONS STA 31+50 - STA 40+00
X3 WINDFALL X -SECTIONS STA 10+00 - STA 20+50
X4 WINDFALL X -SECTIONS STA 20+79 - STA 27+00
X5 WILLEY ST. X -SECTIONS
X6 WYNNS ST. X -SECTIONS STA 10+00 - STA 16+50
X7 WYNNS ST. XSECTIONS STA 17+00 - STA 17+23.19
SE SOIL EROSION DETAILS
WS WATER & SEWER DETAILS
to
Q 'Lu
VJ
`o CL Z
Q
Z a
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F—
0
W
cl
SHEET 1 OF 15
FILE 200423 -SP

�opM GRAPHIC SCALE
3q5
IN FEET50 (t
) /
U N fl 1 -h = .
a $ X '
aw �
a
`•�- ��yj a0, J
EA'7 `
15 _
0
u LL /
z�
� W
l j 1 Ov
PVI STA = 22+50
PVI ELEV = 410.35
` A.D. _-2.53
K = 19.74
I
—5o, v
0'VC
432
428 ? n p
V PVI STA =20+25 Y$
424 PVI ELEV = 392.50 w �,
r v
PVI STA -79+50 AD -593 x $o h- •,
420 PVI ELEV 391A0 K 10.11. S Y
D.-0.68 awnw
416 `K 36 78 ---60' VC $ o a N K _. m m
r
412 h m l
9404i A 29
h �#
j 396
I
r I
C
397
a
77
PVI STA = 23+50
PVI ELEV = 415.75
A.D. - -2.70
K = 14.81
PVI STA = 25+00
PVI ELEV = 419.80
AD. =-1.70
K = 29.41
f» 0 0 W W
gzz
_ 2.F✓1
�/ !• { 308.07 L
392
-
,; , 386 r _.. . _.
384 24 9P%
�. .. PVC,
364...
DATUM E/.976
375 QO
� �
M
I
22+00
HIGH POINT EL
HIGH POINT ST,
PVI STA =
PVI STA = 26+50
PVI ELEV =
PVI ELEV =421.30
A.D.=
A.D.=2.16
K-1
K=27.78
--60' VC
Y
�
0 jn PVC
PROP 6' WATER m
m
-- - (I1
m
- -- m
W
"" 25+00 26+00 27+00 28+00
WIMBERLY WOODS PROFILE
HOR SCALE: 7"=50' WR7 SCALE --70'
,9H70 20+00
21+00
22+00
"" 25+00 26+00 27+00 28+00
WIMBERLY WOODS PROFILE
HOR SCALE: 7"=50' WR7 SCALE --70'

i
SEE SHEET CZ N
_
SEE _ SHEET C5 E I
;
w
c
q � r
.� & � lis w � �•'j Ei ,� �f }� ':1.;
, knl
5
= R
y�•, .�F ��y 15 1i ('0
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c -o#1 - "{'-o S Yp .: C'(J ti.ST. I.F.N77 S' - _ - _.. -
,.: '�, 19 _.q L Fes# '•:_U1 -I 1 _ -' _ }$QOP1 C
�'.�• y �I 75 ��,;, •1. �"I '" ___. __.__._ ._.__ __ -- 5F`LF � J: �,... 4F ��-- Y ...��/ ✓ no,,
F SNJAt'E #8
L ,
.. s. _..
�� `���:'•.. -.---_..-__._ -.'� PROP 0" WATER :> b , ... ,.,.,. , .._..... ' R F% -------
E#17
_. _ PROP 6' WATEii ' ./ m O s- 0�
SWALE#17
--SWALE.#12 Ufi
rl
-_
x
SWALE#14 +. ,� _ SWAIE#L4._ _� _._--��FB � #8 `v. po
CL7 vs,T. LLh17T.5
I
��yy'�` N�1'. �O> �3, �\6 4_ w '-;O �➢ _.. Cy Z .app Y�
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Im
HIGH POINT ELEV = 4330.00 o > ¢ o i
`POINT ELEV = 424 51 HIGH POINT STA = 38-56
POINT STA -27+73.46 PVI STA = 38+50
PVi $TA=29y00 HIGH POINT ELEV 421.63
PVI ELEV=433.25
.�'�WI ELEV=42604 HIGH POINT STA =32+48.76 A.D.= 18.07 <
A.D=-h01&
PV STA=32+75 PVI STA=37+05 K=802 i
{I .ij - -LOW POINT ELEV - 413.18
K �y
f =1 75 PVI ELEV PW _
LOW POINTSTA 30+11,31 --.-_,- PVI STA -40 t30 O
AD --14.09 A.D. ---- "' :d�.' PVI ELEV=41841
o WI STA = 30+DO LOW POINT ELEV - 40824
140' V£. ^ -- �- K 9.23 K = 10 36
PVI ELEV =41200 LOW POINT STA=34+6969 AD .=241 p ti
A.D.1122 - _ _ - PVI STA=34+$0 K=9.97 2v
< e r ----- I -- 5" i
ELE
.f�0 $o PVIuj
AK 8108 y.25 a _._ -
r ro a
��
- ar - - - U)
z
428
> 0.
---- -T —'
-- - —
$ - -- - - - a - -- - — - --`g a
T_
I'
T _ I�pOP-6' WA'7E2 ____ _. _______ __ 420
4$1' ' 5.0 \ - _
416
.5490%...m{_--_ _i- i :�tf'F'=A -' 1_=j_— -' ---------------412
'
a
_d
tq
408 Z Q U
+
404
-----
a•---- n. PVC 1- --r - 4 �. a
0 IN
J a
396
— —
—" 392
-- - — -
�- -- -_ - J '
T
-__
Lu
388
xr T y_ _-._ 3384
m
Ill
._-
c
_ I f� -} ..._._ C_
�__ I___. _ _ _ _ _____ - __ _ _.. _- 380
.+ _
lJrl
~
R:s -- --- — -- -
Q -
r �
s a*.,.... 28 W , 29W000 32+00 — 36.00- �0 vI v
¢,,, " . , 31+00 33+00 - 34+00 35+00 .
37+00 38+00 39+00 40+00 C3
..
WIMBE.RLY_ WOODS PROFILE
sCAZE SPIFFY 3 OF
is
- roan wcs:uaaew�wes. �awnuhnse iv¢wazs a zxnu e. yam eir FILE 00423SP

390
PA A 15 t5
r'v E -`7013
AD
Y >0JO
zD
i
+I e,nl7 1
EXIST MH
' DlAI L V = J86_J6
.x
YL -0%N 5,-A = 16136.23
j9l._`0
I
"+ .5"A 16+65
4 _98
os=
C �p
K - I0 15
o�
z
69
L__
T O
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I 2'
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d
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j 1 �
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t 1
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9
i
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SEE SHEET C2
SEE SHEET C5
r
+--
J Q W
Hl/ PDINT Eli I = 39." 80
H,GH PGNNI STA - 11, 11. 16
U.
Low PaNi ELEV - 386.46
DO 5:A 14+25
I
LOWPMTSTA=10+6669.
PW 57A .>12150:
P09'$TA=3
A.0 4.,16 T6 IftS''3
A.0
I
PN E£V=715
PW ELEV = 366 98.J JD
X@ 1.59
! AD = u, 715
I
A $1
In l
Aq.82
K
�I
X J9.4J
G4
SHEET 4 OF 15
r
,Wn ,.ifpNAWIN�929W p0AY1 Wk51- �'-R'��m!'- X51 "t! 51V'AMG F
! x �?Oq +N
404
410
3'
IW
S v
w
m m
! _- _ �._ -
392
r
_
_ _—
311
PROP I"NATER
390
PA A 15 t5
r'v E -`7013
AD
Y >0JO
zD
i
+I e,nl7 1
EXIST MH
' DlAI L V = J86_J6
V `-'A -65
YL -0%N 5,-A = 16136.23
j9l._`0
I
"+ .5"A 16+65
4 _98
os=
C �p
K - I0 15
o�
z
69
L__
T O
iJ L
➢� O
209' VC _L__
0z
ham z
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7
Z
06
p ams
✓. �l
.EXISTING WOODS TO SERVI�,�i�'
18+CO -
AS NATUC gkL BUFFER
19+00
KQK
21+00
<
�
4 .
�.
,66 #2 t1/'meg +
v
377
t_
__._------ — --- PROP
7u
SEE SHEET C6
15,00 16+00 17+
WINDFALL RD. PROFILE_
.HOS' SGA[ 513' � R �:. SCALE: ' lO
IC P9 4 E' DD Il
-G J1 9 1930
PI 5TI 79,Z5
PIA _El 40100 '
A 39ti
K = 89J
60 N_' -�
�zp
,0 z? W
g'Sno c�
yl� iI C > W
2---+--
3aB r -
i I
W4 r
aeo r-
Rf.=.
! 7
j
376 1l UP
3721 SEEDETAiL f'Ci
i .'-{1iR'wEff�flH
36s ;
964 -
DATUM ELBV_ -
I
N"� efn PVC
�
' DlAI L V = J86_J6
V `-'A -65
YL -0%N 5,-A = 16136.23
j9l._`0
I
"+ .5"A 16+65
4 _98
os=
FV' ll V 39320
K - I0 15
o�
z
69
L__
T1 40
40. ✓c
209' VC _L__
0.
ham z
II bifn
06
I
18+CO -
O Z16
19+00
KQK
21+00
15,00 16+00 17+
WINDFALL RD. PROFILE_
.HOS' SGA[ 513' � R �:. SCALE: ' lO
IC P9 4 E' DD Il
-G J1 9 1930
PI 5TI 79,Z5
PIA _El 40100 '
A 39ti
K = 89J
60 N_' -�
�zp
,0 z? W
g'Sno c�
yl� iI C > W
2---+--
3aB r -
i I
W4 r
aeo r-
Rf.=.
! 7
j
376 1l UP
3721 SEEDETAiL f'Ci
i .'-{1iR'wEff�flH
36s ;
964 -
DATUM ELBV_ -
I
N"� efn PVC
�
I
I
,
os=
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Vo
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2+00 O Z --
OUTFALL # 1 SEWER PROFILE W W z
q�
:,or? s A E '=-. ✓ s 1 +rMF1�—�ir z ° n � '
Q. w
R r�
�4�s-tA EXISTING WOODS TO SAVE W d 1
AS'NATURAL BUFFER F
�`EXWB YifMER
s R
7 ADJUST SLOPES THt t'�(�jy 'XS" 3'Qw 5U
AH
5
\ As
ENTRANCE
EA TO S%.J gt
i LD m,aa ADO 'Al OQ
sF ANTRANUC7iON
ECE
,0W 1011, tLEV= J9623
TGW 101W 20+6075
P✓ STA 20+50
P✓ L.E - .396.00.
s SE
✓ 899'
50 117,
i
J I
1 !
ryi i
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SHEET 4 OF 15
FILE: 200423-sp
,Wn ,.ifpNAWIN�929W p0AY1 Wk51- �'-R'��m!'- X51 "t! 51V'AMG F

369 \
aaV 392"" .�^ "' \ `
GR HIC SCALE g \ \\\
> 371
j i..h s SSL 368 \ \ W N
le
0 M y a a
.CONSTmar 7 t. § I Cr)67 0
1 3
�?�, . M r� a _' ---tee _• Paa,g.yy�,� --�--- � ` p �r
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7
41
Cl*) EXISTNG W l'C)1V57 a��4
tl&GSP MMMaa AS AT -,—"OO S TO SERVE ui
co ER F 11 366 W
M ) cl) ct)E- z � e
Cl) ��, e�° i o t a
eee ,r1�"1
'PROP MH # V w X C� Y
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u'
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w
Q UlAl
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pW�U2Wap2 V:
76+00 f7t00
C 6
SHEET 6 OF 15
FILE: 2004237P
HIGH POINT ELEV=416.71
2
HIGH POINT STA =:15+37.74
'y -
PVI STA =15+50
S
O
PVI STA = 13+00
PVI ELEV =416.90 PVI STA = 16-23.19
w
PVI STA =12+00.VI
PVI ELEV = 414.40
A.D.A➢_ -3.9Z ELEV=414.76
PVI ELEV=41238.
AD.:.1.02
K=12.74 AD. .38
�t
Ab = -7 .58
K 7.92
K=58.82.
K 21.80
PVI 6TA 11 00
0' ✓C
50' VC
P%n EtEV-402.78h�O0'
vC
p.
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420Z
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4t6
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----C'I'Luff
ON TRU TION SPECIFICAnC11
Uv �xE eLOCN Ox EACH. SICF N 111E S1RUC `^C"IG.-0o..po.S�o
I DPNNAGE. E E FWNWnON SHWLDmgE EKCAVAI£0
ot IF "r 1 -Pp" TIE c Oi TIE sNRY
R.IN PucE"%"IE eormu sow" T,HE sacN ACNuIT
E EDDE N rHE srwsA DPEN RAL suPPORr
IFI GNE ui«ALtt wp�POmBY
�oLs0uNB5EWCUoun�ir
BLWN WEN.R. lax .DOD SmDS rxRWDH
1. CNiEFULLv fli H1PD2 ME CLa1M DR COmw TEWOwRY SEDIYEM NNE -B.
BLS OPE NWG LO HOIO GRAYEI . -CE POOL
CEWATEPING
D�USE EAM ON GU — /2 NCH
BLOhI OI1 12. SOPE OR . r
SMOD}H IT TO AH EVEN GRAD GOr w RAAIED
STONE s RECOMMENDED. 2•wv
sEDwEHr
BP �PLYVU,ip PLYVWD_ -.
•Slane UN* be Rdca. d"I the chNtYat timlNs W keep calx
.,. =fnDm LMld(jp Grand lee. dam. _
STONF CHOCK,, ©AM PLYWOOD PROTECTION
NOTES' HDTEs:.wPucaelE ri .0 Porins «
INGRESS A EGRESS UIc S Is
a. GPnvEI PAD TO Bf 12'x So' AHD e" 1HICN WNIYUb SUBM. FREODEm CHECKS of
b. nIRNHG RAMVS RILIFM
uNNTE�F MDUTT BEV
iPRONDFD.
MRCONYOD.ITE CE TRIICNs IB t0 BE
P OVIDED.)
c. IOk wEU,,, U11U--,yo
TH1H. vEwCmfS.
d. xF�u T BF NNED W A CONWrpN
cH Wu PRnxrt TPAcuuc DR
waEc1 r1.0s' « uuD oxrD sTREErs.
PERIODIC TOPprtESEwG scold
BILL BE nECEssARr, NEEP11 soME HMor.
y NA ER
MDNHKH flbl MMES R
e_ IrnrnurzLr. Muer eE "I'Me. uP
TEMPORARY CONSTRUCTION NTRAN /EXIT
BLOCK AND GRAVEL DROP INLEPROT TION
1. Obtain sedensm ConsldiRA.amnwn4NMns'for Fall '
altpnxeal from the Ssle«local agNmcy.
2. Install Principal erosion cos rbi massubse Be shown.
3. Proceed aith grading opention. Time ConWuclion actiMes W WO I dawn quality.
C Install additional traps and bamam as neaded during ae grading operation.
5, Inat" —olf COntrW nlessteds Induding diversions, pe*MWr dikes, WeWr bare and Outlet
Pmladion as needed during grading.
6. Insist drainage pipes as early as poedible with ITIM and outlet protection. When imWlklg
Pipes on perann'ral strums, choosB btu flow a_ atter, possible. pan pip. Installation wiM
8ACient Cometrucibll lime for omnpbtior, Prior to to a forecast ram event. CGmft t _Td_
on perennial streams. Pump or divot stream lbw around pipe ConsWction ares. Clear for
Pips Installation Insist Pipe %M Compacted bw W Install inial and outlet pmWCtlgn at ams
Of Pipe N1s AIIII . instal aW Isms Guar pipe at both lost and Build (do rat In" m from of
PiPe OpetNng). Shape banks and Nabillzs.
T. Chean aadima t bast. ~ hall full.
B. Seed turd mulch dwuxW area Walter, 15 days after fnalu d gredes are established Or
within 15 days of no BOnaWctbn activity PA6dawr is fits,. Sag seeding specifications.
B. Maintain aril erasion Control massures Until permanent ground COW!! is MWbbWled.
10. Rempw tampon" soli erasion Control measurse whert -longer needed" amen eW
aWMe with Pen mmenbnl wan DoWer. Traps and sediment beaks art to be brought to aural
grade am tweeded.
11. F%RW9e i ftrel approval by the N.C. Department Of Natural Resources or local agw10y
2. Obcia.'sto rO —mininanda'.
5 ERIN P TcmCATIONS
IOsgnie
3. Rerow a lona. led. N, eM open ddxb 6BVMg the Audece masnneNV mweNN end unkeml.
APPLY 4,000 LBS DOLOMITIC LIMESTONE PER ACRE.
4"Moly WtlGaaaM•m,kNsr, and plmarylele uNmNy ..per eeedeg sdetlub Wtlmh rApl Poe.
APPLY 1,200 LBS 10-10-f0 FERTILIZER PER ACRE FOR GRASS SEEDINGS OR;
APPLY 1,200 LBS 5-10-10 FERTILIZ€R PER 1'
5.Con"ef�ags uatl a Wall PMNedted,Am rw.onably Imams seedbed is Repand 4' b a' deep.
ACRE FOR LEGUME SEEDING.
LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO A MINIMUM DEPTH C
6. Seal W M nae sperabd and! aBNW . erltl sebldn a eselnunn go % __.N.
OF 4 INCHES.
C
TMuth krwdMWy~ se.dmg sed AnchormidE
THE FOLLOWING ARE SECOND RATES OF GRASS AND GRASS -LEGUME MIXTURES FOR DIFFERENT TIMES
W Imp eCteaweeded a..s and mOkS neousnry.ges or lBibtlYg*WY gg plarien,.seam R
OF THE YEAR. THESE RECOMMENDATIONS ARE FOR THE ESTABLISHMENT Of A PERMANENT VEGETATIVE COVER.
TEMPORARY VEGETATIVE
Poeeble W III MlNYd be OVN W% tltosggd,emabuM, lOYoa,pp adpYW Roe, reumr em seeding
SEEDING WILL REOUIRE DIFFERENT RATES AMD MIXTURES. C
(_
mWB.
UTE WINTER - EARLY SPRING
R. Conroe —nation InspeNN m menblmed. traslvaM and Mtlatatlon aMrPNn�NII mull. b
eefaNWfad.
CRASS: LAWNURE
GRA55:. LAW
TALL FESCUE aft0 LBS. PER ACRE
RYECRAIN 60 l85 PER ACRE
COMMON BERMUDA - 15 LOS PER ACRE IN SANDY SOILS 3
I.
GRASS: LEGUME MIXTURE T
TALL LB
FESCUE SO S. PER ACRE Vi
RYEGRAIN 30 LBS, PER ACRE
SECRECIA LESPEDEZA (ACARIFIEU) 60 LBS. PER ACRE V1
COMMON BERMUDA- 1S LBS, PER ACRE IN SANDY SOILS Q
EARLY SPRaa; - UTE SPRING W
GRASS: LAWN MIXTURE -I
TALL FESCUE 150 LBS. PER ACRE Q
RYECRAIN 50 LBS. PER ACRE U
COMMON BERWUDA 15 LBS. PER ACRE IN SANDY SOILS 4
GRASS: LEGUME MIXTURE
TALL FESCUE SO LBS. PER ACRE
SERECIA LESPEDEZA (ACARIRED) 60 LOS. PER ACRE
COMMON BERMUDA 15 LBS. PER ACRE IN SANDY SOILS
SUMMER:
GRASS:
TALL FESCUE 60 LBS. PER ACRE.
RROWNTOP NULET 35 EBS. PER ACRE
SORGHUM -SUDAN HYBRIDS SS M. PER ACRE
BROWNTOP MILLET AND SORGHUM -SUDAN HYBRIDS MUST BE KEPT AT
10-i2 INCHES IN HEIGHT TO ALLOW ESTABIlSNWENT OF TALL FESCUE.
COMMON BERMUDA 15 LBS. PER ACRE W SANDY SOILS
LATE SUMMER - EARLY FALL
TemlNWary Seeding RecommgldRa«q
LOS
for Sumery r
GRASS: LAWN MIXTURE �.
TALL FESCUE so LBS. PER ACRE
Seeding iztofa
RYE GRAIN 6O LBS, PER ACRE (h
.COMMON BCRMIJOA 15 LBS. PER ACRE W SANDY SOILS
Rat. (,Ibb/.a .)
ih
German I..INM
GRASS; LEGUME MIXTURE
.TALL FESCUE 40 LOS. PER. ACRE
In tet Piedmont and Mounbina, O amoll-slemmM
Swore— may M
CROWNVUCH 25 IBS. PEACRE LI
R
COMMON BERMUDA 15 LBS. PER ACRE M SANDY SOILS 1-
auoaaturetl al o rot. of SO Ib/acne
'.
Seeding dot.Q
EARLY iAlt -. EARLY WIMIER
MouPto - Noy 15 -pug. 13
9.
GRA55:. LAW
PiehnoM M Mol i -Aug. i
Coastal PMin -Apr. 13 -pug. 15
TALL FESCUE 100 LBS. PER ACRE
RYEGRAIN. 45 LBS. PER ACRE
COMMON BERMUDA 15 PER
I
�I
Soil Amm"dm.nta R ACRE W SANDY SOILS
Foil o mendofbna o/ 11 1 H or appH 2.000 IbJ N gnurM ORA$$; LEGUME dos, E .
agricuturN besslona d TSp IBJ are 10 -to -lo fefltiWr TALL ; LEGU E MIXT PER ACBE
Arutch SERECI til 40 195. PER ACRE
Apply 4,000 ib/ocm a p hoc arras 6y fadking xIM aspNaa, rwefing, COMMON LES WOEZA (UWSC►RBTED) 60 LBS. PER ACRE
or mMloh oncl ", tool A dbk My bkd . aM negdy ap ight inn W COWIIg11 BERMUDA 15 LAS. PER ACRE IN SANDY SOILS SE
used as a mukp Mcfwrinq real. AF/ER SEEDING THE AREA a IS TO BE ROILED OR CULTIPACKEO TO INSURE THAT THE SEED 15 PRESSED
NoinMnanae INTO CONTACT WITH THE S«L SURFACE.
R.Hrhliu it gr.wlh M not rally o4Wq-% It— I.". Ned mutt,, ALL .SEEDED AREAS ARE TO BE MULCHED WITH STRAW MULCH AT THE RATE Of 3,000 LBS. PER ACRE SHEETNEE15
Immemafery folMMag erosion or oNwr domoq. (APPROXIMATELY 100 BALES PER ACRE).
MULCH TO RE ANCNORED BY NETHER BY MECHANICAL MEANS OR WITH ASPHALT TACK. FILE20C4L'.-Sr�

PROJECT NOT �
2�\ • Sy 1) GENERAL- THE CONTRACTOR SHALL PROVIDE LABOR, MATERIALS, AND EQJIPMENT REQUIRED FOR A
eor I �� 4y COMPLETED PROJECT AS SHOWN ON THE DRAWINGS, WORK SHALL COMPLY WITH ALL APPLICABLE LAWS,
X16 CODES, AND ORDINANCES. PATCHING TO MATCH EXISTING MATERIALS AND DEPTH.46 _ kr
*400J I e fi'1 2) MATERIALS; PAVING/PATCHING SHALL MEET DOT STANDARDS FOR 1-2 ASPHALT AND CABC, AND BE
q ��4s �4 PrP / / zlize 'Pn. Y - �� yT' A1P'P MEASl1RE0 AFTER COMPACTION. CABC WILL BE COMPACTED TO 100%, MINIMUM. COMPACTION IN ROADVAY 4 Vj
ff; w
AREAS 957.+ OR HIGHER AS REQUIRED BY APPROVINS AUTHORITY. CONCRETE SHALL BE 3D00 PSI MINIS Z
UNLESS NOTED OTHERWISE. MUM
UNLESS NOTED OTHERWISE. THE CONTRACTOR WILL PROVIDE TESTING BY A pUALIT'IED LABORATORY
�T
�}
CERTIFYING THAT THE MATERIALS AND WORK MEET DOT SPECIFICATIONS FOR COMPACTION AND
Pdirt TESTING SHALL BE IN ACCORDANCE WITH DOT STANDARDS. MATERIALS. A MIN
TEST SHALL BE PERFORMED. MINIMUM OF TWO COMPACTION
- 3
3) EARTHWORK WHEN UNSUITABLE MATERIALS ARE FOUND THE CONTRAC70P VILL NOTIFY THE ENGINEER Q hh 413-0
IN VRITTNG. CONTRACTOR TO REMOVE UNSUITABLE MATERIAL TO 12' Mlh'. AND STOCK PILE 1N AN AREA S p
TO PREVENT PONDING OR EROSION. AFTER COMPLETION OF THE PRD JECT ANY UNSUITABLE OR EXCESS $
SOILS VILL BE DISPOSED BY "CONTRACTOR ON SITE. FILL MATERIAL WILL BE FREE OF ROOTS, DEBRIS, NC 78 dr
d} e� �o�,y�m �, Jw•, ? `'' ROCKS LARGER THAN 6' AND ICE. FILL MATERIAL TO BE PLACED IN 6' TO 9' LIFTS.
b?' 4) MINIMUM COVER AND CLEARANCE- A MINIMUM COVER OF 36' IS REQUIRED ON ALL PUBLIC UTILITIES. 3
P "o ? +yi / A 12' CLEARANCE WITH ANY STORM DRAIN IS ALSO REQUIRED. USE DIP IF THESE REQUIREMENTS CANNOT VICINITY MAP
4) / BE MET. ANY SEWER OVER 12' DEEP WILL BE DIP.
5) EXISTING UTILITIES: THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE
°iT4 \ � • +c? 33,E PROJECT
AA1-800-632-4949 Ek AMINMUM THE
OR UCONTRALTO R LOCATIONVILL
IN ADDITION, CONTACT
THE NORTH CAROLINA ONE CALL CENTER
ON, SHOULD OTHER UTILITIES PUBLIC OR
•b c Vr s ,� PRIVATE T OBSERVED IN THE AREA THE LOCATION OR WILL CONTACT THE OTHER
UTILITIES
ESUTILITY
PUB
COMPANY OR OWNER FOR LOCATION, THE CONTRACTOR SHALL NOTIFY THE INSPECTOR OR ENGINEER OF w
b^ ANY CONFLICTS PRIOR TO CONSTRUCTION. rn
,b N M1 b? • b'T b s b �+' I' fii 6) SEEDING/SOIL EROSION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND SEEDING AS E N
qQ 5 i g'. ffiT I� •.� PER APPROVED SCHEDULE
��D ° 'y,y �o, �mm 9yb •oc' bye;: I }1•�D 'A� r r N,,SI `' 7) SEVER- ALL WORK VILL COMPLY WITH THE APPROVING AUTHORITY SPECIFICATIONS. MANHOLE
•tc. 'gyp tiry �, 5'dR dl�r ADJUSTMENT TO BE WITH FULL 4' DIAMETER SECTION WITH B' MAXIMUM FOR 24' DIAM CONE.
SECTION. NO BYPASS ALLOWED. SEE SHEET W 8 Sl FOR SEWER CONNECTIONS. WHEN PVC IS USED
TAPS SHALL BE SCHEDULE 40 OR BETTER. W ¢��
>rc�
b?o,�'P$ ds A) -EXTRA STRENGTH VITRIFIED CLAY PIPE <VCPo CONFORMING TO ASTM SPECIFICATIONS x m
b? Sq P �• '! .y b,R 0-200-65-T WITH POLYESTER RING JOINT CONFORMING TO C-425-66 T.
B> - PVC PIPE; ALL PVC PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM
SPECIFICATION D-3034 FOR TYPE PSM POLYVINYL CHLORIDE (PVC) AND SEWER PIPE AND
FITTINGS. ALL PVC PIPE SHALL BE EITHER SDR 21 OR SDR 26 WALL THICKNESS PIPE.
/ '' �+ ';!"•, 4a 1p'm IvftroRm� ,p,A 8> WATER PIPE WATER PIPE SHALL BE JOHN MANVILLE ' BLUE BRUTE' OR APPROVED EQUAL CLASS �j via a
a ,vy +" �r 150 MIN CONFORMING TO AWWA C90-75 WITH DUCTILE IRON FITTINGS. SEE SHEET w SS] FOR WATER yl ¢n p
CONNECTIONS.
9) DUCTILE IRON PIPE (DIP) SHALL BE CLASS 50 UNLESS NOTED OTHERWISE.
+ �o ,yam ` -x CRo . •acs+,, I D) SEE SHEET W&SI FOR WATER CONNECTIONS,
_
wa
/PPh 10 WARRANTY, THE CONTRACTOR SHALL WARRANT THE MATERIALS AND WORK FOR ONE YEAR AFTER Z
yp,''9 •. "u FINAL ACCEPTANCE.
r , z
3 W 2
�� / •b � by '�' , e`)o�' lU EXCAVATfON� UNCLASSIFIED.
l2) CONTRACTOR WILL ADJUST STREET GRADES AS NEEDED FOR BALANCED SITE. STRAW WITH NET
13) STAKING PROVIDED BY OWNER. - STRAW •,._
4P
A 50
AQ
j
GRAPHIC SCALE ma J
( IN PnT) I4�
11noh. 100 R.
6 P /
/
. / /per+` deR'•yo 7" �
H� P11M1 j
Syvs-
� s
� B'
1'
oep
460 �
`� i SyP�'26s1,)p
R'
SILT FENCE
6
600 tr
ATER METER ® _
HYDRANT AND VALVE h c)
7 EXIST PROP j
P x
WATER, VALVE, PLUG --eF---�K•-'- ._...,. a L) o
EXIST WATERLINE -----
PROP, WATER UO
PROP SEWER - 9.o N a
- �
.._.._._____._. O O m
Z
Wr i
EXIST SEWERS F Z U d r
EASEMENT -- o
ELECTRIC -UNDERGROUND --- �o Q
CONSTRUCTION LIMITS U ca N o+
CORRUGATED PLASTIC PIPE CPP
RECTION OF FLOW
REEK 3
ROP STORM DRAINAGE _ 'z
EXIST STORM DRAINAGE ---------
PROP WATER BLOWOFF ., 2 BLOW Q �,
XIST WATER BLOWOFF - _ _ _ _ OFF Am
ONTOUR PROPOSED 4$7 W
CONTOUR EXISTING < -1
FIBER OPTIC CABLE __ FOC -427 _-_-__- y
OVERHEAD ELECTRIC---OHE-
FOLND IRON PIPE FIP
FOUND SOLID IRON FSI Q
PARKING BUMPER SI z ® 1�
LP LIGHT POLE �•�
p �
P13VER POLE It,
CLEAN OUT o CO -1
IN®EX � w d
O:NERAL SITE PLAN
02 WINTERLOCKEN DR. CONSTRUCTION PLANS N
OB MIIEIEtRLY MIOODfDR A WINDPALL DR CONSTRUCTION PLANS LJ
STREET A A SEWER OUTFALL CONSTRUCTION PLANS
C6 WINTNRLOCKEN OIL STREET X-SNOTIONS STA 10+80 -STA 16+60
C6 WINTERLOCKEN OIL STREET X•SECTIONS STA 17+00 -STA 21+60
07. WIERLT WOODS pR. STREET X -SUCTIONS FTA 10+60 -FTA 16+60 u
1L
as WIMEIBERLT WOODS
co DR. STREET X•SECTIONS STA 17+00•STA 21+60
STREET A A STREET X_SECTIONS
WAS1 WATER A SEWER DETAILS
SHEET I OF 10
200225_ CONST, Avg 4-23-03 821:37 Cn S"9LE 200225 CasT

HIGH PVINI LILY = 4VO."
9 \ LOW POINT ELEV = 401.71 HIGH POINT STA = 13+56.77
PN STA = 13+74
BOO �� 6 LOW PV1POIN5 AT= 11+8038.71 PVI ELEV - 410.80
{r , o� '9 �t� g PVI ELEV 399.46 A.O. _ -12.90
S9 \ \ � m
2 Wt- gr nO1�
P.nZ29 r e?�
�. �l'\.• - f -- -'d- ¢
•2F2�� �Oy 6 \\\ \ W 3 38 412 n.
-
G� m m a, z z r
364 MAINTAIN 36' 408 --
OF COVER
404
QO \ 400 _ _
378 PRO 6 WATER
�3' 'r �' 'yy I+ o� 396 -.._— -__— --- --.-__
392
39• ft rqa j c�brt-- E-+ iA .
GR HIC SCALE 2p 3 �S ap0p 386 - + -- --- - .
DATUA/ 5Ld•V V uy n v
384.DO
- .Zi W
/+ 320 W 1 i I W o+oo qn m c c� N� a g �N ?^m �rn - „Q o.
( w rsar) L� {pxxaA�
20,0 sq.ft. �W I� I {O
i i -h - w n. / a F I' nT S SEWER • +S d F a 9�
j C7 IJ HOR SCALE: 1=50 VER. SCALE: 1"=10• Ql .7j t.iNla, d
a
�. ! 43 Q 10+00 11+00 12+00 13+00 74+00 15+00 �a N
t ' s
Oq-ft. 2p 0 4 s p '� ti Lo
/ I xN,3
STREET A PROFILE NZ n
i
20,232 378 1� ' HOR SCALE: 1"-50 VER. SCALE: 1"=10' py x yn a
/ Sq• ft
.o
P / f 1r ,,�p��j� Sti .S� r o'er
TT p" P A
Rpp MN h, !r .r �Y,S PRS gyp. \ p w
q. ft•. 325 o � �`ft`��,►� SM � ) � n z3 � a
a
20,1 70 S� 11 'v z =-a
q. ft,
> I 21,482
Sq• ft, , 1 404TIP IIDlTIOM WT. FAHORIt
ill iM4M IKT F
�- 11\ V1 400 -Rgw-m-
2 I •. 1 S e!H 396 Mn II ru. V
Cp y w ,yg04'tfa EA ,a
=
517 368 ,•wRu IKE 7953
N Sq. ft. = Y
Nw
4 384 NOTE: INVERT
V �
CALCULATED. W Z
CONACTOTO VERIFY
TO j \N'� • i C �` Z 380 ANDTRADJUST AS NEEDED. Z U 4 r,
<ph 376 "wo
4 W AINUl ALL SWALE1S' AL I LINER L,
r
SIDE TR TOP smom z .0 Z
i
�•v - . t d iT, I I �-., 3 (� 372 DESCRIPTION TYPE LINER SI�PELINER LIP. oll.
_wjO N v.
.,.�.ky". a !d 21, 6 016 0� Q 368 4 D U
n o t a
p 6 �.�'� DA9T/M BCBV 7 Z J
xkypDXN WATER a e A�' . 9 9a I I2 38A80 o TRI, 9.7Mg 32' S Q
846 $ z r o� cl s to x a a * D rnLL 0
S9 I < ~ Z
o SWALE ,yt7 -,• , ,} . �G •,.. 6" I > < 1 . t t. a
0+00 I+D0 2+00 S T
xxxxxxx�xx ,.,,..,... } x7�ixxzx�xxxxxx� ?,d C.I Ri fl- 0
0xx xx x xxk x " "=°per c 8` / STREET A SEWER OUTFALL sw fe &I VI LLI m r
xlorx "TIN MAT
HOR SCALE: 1"-50' VER. SCALE: 1"=70' Z 0 �
M �r Jaz �y"�' g pe' �� o �' "1
CID
Do ro' Z
CID JU
N Q M= ►M1 ti \ \ S
W
cs
SHIFT
LOTS
r Ltij �N� M Do 348 3 34901
21. o
41.4 � S /
BOOK 44�
40Z C4
SHEET 4 OF 10
' C ' � � � T •32 / t � 200225_C(]NST.dwg 4-23-03 8:21:37 an EST
FILET ._cos*

WATER, SEWER, and STREETS for:
WE
WEST LANDING PHASE � 27LOTS ""SER.
STLANDING DEVELOPMENT
7301 VILLANOW DRIVE
SANFORD, NV R T H CAROLINA SANFORD, N.C. 27330
DATE: FEBRUARY 10 2001
SCALE., 1' = 100'
PEN
VICINITY MAP
42
ov
��� --- - ---- ('
Nx
— J
J_ 56 5S \ \
57
/ 58 �w 54 \
71
59yta;```, ` EXISTING -
20061758
ENMEEFF Aft ea
BRACKEN & ASSOCIATES
1110 WOODLAND AVENUE
SANFORD, NORTH CAR❑LINA
PHONE, [phone]
e -Mail= bracken@wave-net.06t
N
Wentcott circle 60• RAW
LAKE
T•-'A-��4'� `
53--
\ t
52 \ /;
51 • � �
174
8
4 50 175
9
1—A
WycYrf Court GO' R/W
r� 176 \
I/ 4N
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W
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t')
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as
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/ •
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e
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63
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62
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00,
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-
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-, a.f.TUl rj.0eLN0
�
-
` TYPICAL
f
RfS10ENT1AL SM,-fT
.ffCT1pA1
20061758
ENMEEFF Aft ea
BRACKEN & ASSOCIATES
1110 WOODLAND AVENUE
SANFORD, NORTH CAR❑LINA
PHONE, [phone]
e -Mail= bracken@wave-net.06t
N
Wentcott circle 60• RAW
LAKE
T•-'A-��4'� `
53--
\ t
52 \ /;
51 • � �
174
8
4 50 175
9
1—A
WycYrf Court GO' R/W
r� 176 \
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W
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as
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av a
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e
tttttttttttttne ■
Final Plat
WEST LANDING DEVELOPMENT. PHASE. IA
West 5anford TWP. Lee County, North Carolina
May 30. 1995
Owner - Developer
West Landing Development
7301 Villanow Dr
5anford. N.G. 27330
—owlry�p�TM�Rry� ra�rµ{s L�
c,OpLr. Mf M1fRM0f fA5 1
11
Np WAW M W 0ML0 ?"M _ 0wtE—
nls�ar
GRAPHIC SCALE
IN Far )
3 fere = 100 n.
camutO Of OWSW 3W OOMI& _
twwr 0,? v fo ism
t .
r
ira6c LM1s m Of
Curve Data
at01c
Cl
eeaNn
MOO
feNmx
ie.{Y
aloao
J3.21.
3alY
ev...o
NeF,10' 11" E
N1t Op'r
C2
C7
tem•
]]a00'
30.Oer
3s.eY
]J.e1'
Nl1' It' X r
N]r M'
µ -
1]e pr
179+
179Y
1%1r
E
WSW?YE
pe
Z70.0r
SSV.er
100.0+
248Ar
13.61'
P]e.M
73A/'
SeY W 1e' E
N3C 4r 3r r
7300+
ls3r
I
N3r 4Y 3rr
p2]09+
1ea0r
1Zt3r
112LY
Nlr Di -11'F
CO
1�
1
lea3r
eae4•
1]a7r
98Tr
1091'
mwIr %" E
nr sr 14� E
Ser it el'r
CCi
2SOr
ya0d
19AY
Saver
6alr'
N7Y SY OrE
Ow Tr
ci3.
p4
04
n.4r
763+
s
see' 31' 3r M
- CIS
SOHO'
T5.00'
Oam.
fe.]r.
17.M
S%'et'3rt
C18
2a0r
10.4+
tae+
%Ye1'4rr
%;S4
C17
M7
C10
9194
100.91•
7alY
ewer
s2r Or WIf
me
�0
SaO�
,MOW
3e,5r
MOW
3asr
179+
N71. 2C 20' r
sW tr SrE
C?!
pO,Op'
1x74'
1e.i
MW
4'/1.Or
104' 2r 3r V
si—VWW
tlF '
C14
1 - IV
11r5r Srr
GRAPHIC SCALE
IN Far )
3 fere = 100 n.
camutO Of OWSW 3W OOMI& _
twwr 0,? v fo ism
t .
r
ira6c LM1s m Of
carp Af9 OF Mr0A0N. ON nM OOMO a NOIOtM
M WW NWA Of Amaw aw 9f00"
Mm,mT010!we14 Loft
9 000W _
"'Wn p-�
"fr,go Of MND" of m fiAmb O0W
to gr1m am, OW 00m IM1Mr MNDO 0 t11i
Uf a a Wwt Leedlt8 Dev. neer I S000UBtltI
o
L�a� UctitMS N9 OftMl NUM10 �� ......M
Weat Landing Development
FUTURE
DEV E LOPM ENT
j — -W• nw w w
N0 9 E01'w 158.86'
1 West Landing Development
'� r ,� auavw:'tatm rw,r unai w �
fvyLa�Mi y"t�
SEAL
d CAROLINA
LEE COlN7'f p— NORM
CHt rY'tMOp LMS 00 .1
r a. p0Y7 6S
no
0K 3m OIfY Oi MY 1`gitllNCMI� � -0
;�:. I 1a1Mlr
NILtu � 7 t f s
c1 G`oritrol Gorw
sur z�r E
84.63' — -
n 4'Pw
----
VIGINITY MAP 574.,,'Zr
E
114.79'
1 a0 w
4
989' T!' 31 • E
33
va N6r26'sI•w-Luld1•
t%•,, `': 11&23 N 6191-42.7208
R E 1933083.1903
v
a
1,X0 6 I I - _
, West Landing Development
t
t FUTURE
DEVELOPMENT
l
106
13! /
cs v
1 0
- �! / West Landing Development
NSSu • E /
z FUTURE
< / DEVELOPMENT
/
e
I
West Landing Development
FUTURE DEVOLPMENT / U /
O /
43% 4,C •'— 1Y 40'W /
n.es e4.7r /
I 3W
Typical Setbacks
I Ufa LRAM for 1111. rpm, I
BRACKEN di: ASSOCIAYES`
� ' 'urivt'nw°varo
p. bL SG% Sit ' SANFOIID mC
on (6H) 776-S th tm (9H) 774+9717
N90'2ad 00• E
4
N5T 4K 36• E
131.74'
West Land" Development
97V 2r 3r
FUTURE
DEVELOPMENT
3OO'O'1�w 00'E
/
B3
carp Af9 OF Mr0A0N. ON nM OOMO a NOIOtM
M WW NWA Of Amaw aw 9f00"
Mm,mT010!we14 Loft
9 000W _
"'Wn p-�
"fr,go Of MND" of m fiAmb O0W
to gr1m am, OW 00m IM1Mr MNDO 0 t11i
Uf a a Wwt Leedlt8 Dev. neer I S000UBtltI
o
L�a� UctitMS N9 OftMl NUM10 �� ......M
Weat Landing Development
FUTURE
DEV E LOPM ENT
j — -W• nw w w
N0 9 E01'w 158.86'
1 West Landing Development
'� r ,� auavw:'tatm rw,r unai w �
fvyLa�Mi y"t�
SEAL
d CAROLINA
LEE COlN7'f p— NORM
CHt rY'tMOp LMS 00 .1
r a. p0Y7 6S
no
0K 3m OIfY Oi MY 1`gitllNCMI� � -0
;�:. I 1a1Mlr
NILtu � 7 t f s
c1 G`oritrol Gorw
sur z�r E
84.63' — -
n 4'Pw
----
VIGINITY MAP 574.,,'Zr
E
114.79'
1 a0 w
4
989' T!' 31 • E
33
va N6r26'sI•w-Luld1•
t%•,, `': 11&23 N 6191-42.7208
R E 1933083.1903
v
a
1,X0 6 I I - _
, West Landing Development
t
t FUTURE
DEVELOPMENT
l
106
13! /
cs v
1 0
- �! / West Landing Development
NSSu • E /
z FUTURE
< / DEVELOPMENT
/
e
I
West Landing Development
FUTURE DEVOLPMENT / U /
O /
43% 4,C •'— 1Y 40'W /
n.es e4.7r /
I 3W
Typical Setbacks
I Ufa LRAM for 1111. rpm, I
BRACKEN di: ASSOCIAYES`
� ' 'urivt'nw°varo
p. bL SG% Sit ' SANFOIID mC
on (6H) 776-S th tm (9H) 774+9717

Final Plat
WE5TLANDING DEVELOPMENT. PHASE 1-3 CXIP;Iff Cf m")&.1 m mW C1 mtppN— %"o
101 U.W 90V of AMON Vwl NMI)* 0,
West Sanford TWP. Lee County. North Carolina of 'j" W a In *_1 1 ON -ft Dov. ph 1 0*1%1
January a. lqqG
Owner - Developer
We5t Landing Development
7301 Villano w Dr
5a9ford. N.C. 27330
W, peM= 410W6
fro WAMOMMUMWOK — MW—
M--AY W m— Air
— 19
W"0f=s-AsiiTWm
Lee Co. Board of Education
379 / 421
Lee Co- board of Education
256 / 885
�A / 074
(*Mklg Of Dam 1A OWAM AWA3 Of
(m *am "m few *W WOWS a ff.
Ofof IN 0 1 fW fX a Wost L0.1mg DW- raw I *VM%W Wen: Landing Dow.Opment
S yo,,eiopmen
6raf«
49
5
k
I (am
W SOL, (S, n". W.r% UDAW
.--me1'tVAY VIURIfy W
05 'm
m ms m rx
10
AaYKf ,L as lu am of law Ohm �Uff
<011w - 107./ 278
137
138
130 157
140 Cr
•4125,00'
2MO& 9. r
Y "­ �ar x:-1"4
W Alt 'AW. Om I., Omw rY 10' ix3W
.0`
I cu 104
sac, m!W 7�'
o
CU sace ><W Wa Of.
1C +'a
Imm-C� 0 -r S&VI 41 1 06
, 146 2S.
6i MW 126 se
150 ff CU mW 5&W ...Or �Irl
= '-�W 'I&W ,&W �. SY 2-,
Cus -'. 71 31
2O� Ilia
I&OW sae ..e' '3"
Ow 3",
iGo 17 50 1L21V �-42`.Vl
2max 91W
3=001 O+7V %.W
Development CSZ 33mW 12m4! I'VAr 7.
:Z, 27&W 27Zr vz,- �0
•
X" Developmentfuture C54 mW x -V 35, T w2f 40W A.- A I - CIO 10�7r ma -V 00'15 .1raw3rv,
COO iM�' - It
Ic2. W.Ov 313,w 1r
/V7
5 WIG
7F
152
s
-7
--51
110739'
ImW tmW IO5.W 91,41'
I. -Aar- IMP I00.W
C3
131
.13- -1 W; 128 -,4 127 41.4
132 c 130 12G
moo* Oof '-W I—s'
0' Is 16
c1l
2-50 254 At,.
Windmere -')rlvv 67 ; 1�
1-W
182
'T
115 v.
I'F3 1W -.2'2 4 125
I -C, 8 It 123 -- Ct
34- gi3 //X
03 C52
C4
5C - 17:.18:
116 CV
A�A=YRrtWVI5p1
ft �OWOM 1, w0f1tuA�wI �ll(�pp'1 Al J.�W
IYAI 119 *r 05 fit 66 41.30
wjlsowtWqAm 4./675-
im caw, WIN (ARDAR
,ARI,.
A mmuty
Cal
AMF Y Worn WX W m PAY
I'm WOR
my V S
Control Corper
1115 L�WlBG
L;:'Gh'
184 NZ234*03*f N 619142.7208
E 1933083.1 7'.13
4; 12461
514'43'12W Wee`_
Landing Develoornwi
uture Devemt
183
9
Cu7ve Data
C!
Ci
10W'.'
2!,,Y
M -W
34.43!
171.19'
3&;;
S3I'3T4rW
NW3Y-7"
143
7mOW
2mW
M21•
"Y ag &I
0
CO
MOOrW'&
MW
I"
179679'
3V
Nml'#^'r
MI.
CI�
it
2mn5,WoWo,
0.19'
"W
4WW
145
120l*13,'aU W
rrolWwK
3'W
'4
s0&Y
-
'4G
;ZW'5W44
IN;
110739'
ImW tmW IO5.W 91,41'
I. -Aar- IMP I00.W
C3
131
.13- -1 W; 128 -,4 127 41.4
132 c 130 12G
moo* Oof '-W I—s'
0' Is 16
c1l
2-50 254 At,.
Windmere -')rlvv 67 ; 1�
1-W
182
'T
115 v.
I'F3 1W -.2'2 4 125
I -C, 8 It 123 -- Ct
34- gi3 //X
03 C52
C4
5C - 17:.18:
116 CV
A�A=YRrtWVI5p1
ft �OWOM 1, w0f1tuA�wI �ll(�pp'1 Al J.�W
IYAI 119 *r 05 fit 66 41.30
wjlsowtWqAm 4./675-
im caw, WIN (ARDAR
,ARI,.
A mmuty
Cal
AMF Y Worn WX W m PAY
I'm WOR
my V S
Control Corper
1115 L�WlBG
L;:'Gh'
184 NZ234*03*f N 619142.7208
E 1933083.1 7'.13
4; 12461
514'43'12W Wee`_
Landing Develoornwi
uture Devemt
183
9
Cu7ve Data
C!
Ci
10W'.'
2!,,Y
M -W
34.43!
171.19'
3&;;
S3I'3T4rW
NW3Y-7"
IA
7mOW
2mW
M21•
"Y ag &I
0
CO
MOOrW'&
MW
I"
179679'
3V
Nml'#^'r
MI.
CI�
it
2mn5,WoWo,
0.19'
"W
4WW
979
0.27
42129'
120l*13,'aU W
rrolWwK
3'W
'4
s0&Y
-
CIO
Cis
L"m
mW
IN;
14%/ ';Q4'
4,
4N
IiG Grid 10
i "fW Cafrf ftf ^'s '"f'
�
O'l-P 7
CF BRACKEN ATF
ZX WHO SU;, —49
T'IX �U SANFOPS FZ
01' (91?) 775-5622 Fax WS)
5,2

LWest
West Sanford TWR Lee County, North Carolina
Roads, Water, Sewer, + Erosion Control
F _-
4.
OAfE b'
21 Feb 95 Glg
)rd
O
DI LG4-3
G• Water Line
L
Gate Valve
C
Hydrant
•:S)
Sewer MH
— — • —
8• Sewer Line
c]
W t-�
Exist. Sewer Line
to
C
93
Ya,ko o rX-
Dissipator
centx d .+
Qi
S 4-1
a w�
In
�+ Tramway 3
+
N i`/w(�R
Typical Street
-1—)
to
p
Vicinity MaN
vp
-
N C'.d
v;
0
West Landing Drive.
Legend
G• Water Line
2�1 MAXO
Gate Valve
Hydrant
•:S)
Sewer MH
— — • —
8• Sewer Line
c]
W t-�
Exist. Sewer Line
r!!tK
Culvert
Ya,ko o rX-
Dissipator
Q
Sediment Basin
a w�
Channel Flow
N i`/w(�R
Typical Street
Section
�
-
N C'.d
�n
Legend
K5
G• Water Line
WV
pQ
Gate Valve
Hydrant
•:S)
Sewer MH
— — • —
8• Sewer Line
_-__-_--
Exist. Sewer Line
-
Culvert
Ya,ko o rX-
Dissipator
Index of
Sediment Basin
a w�
Channel Flow
Rock Dam
Filter Berm
—•--•—
-Sediment Fence
K5
< � ^
3
t` d
Z
Ya,ko o rX-
Index of
Drawings
a w�
G1
Cover Sheet, Site Plan
m $
G2
West Landing Drive
woPo Gig
03
West Landing Drive.
Wimbley Woods Drive,
OL100t GLG
Windfall Road
E""W' R.JB
04
Winterlocken Road
mm 12 Dec 94
G5
Winterlocken Road
06iOREX\REXRDGI
GG
Winterlocken Drive.
"la
Wellston Place
v4* As Shown
G7
Wycliff Court.
Westcott Circle
G8
Westfield Courtf
Gq
Windmere Drive
Glo
Sewer
C11
Sewer
012
Sewer
15
G13
Sewer
014
Erosion Control Details
Control Details,
015
Erosion
A
AT d. 6P�
W

EL;.r:."
•` /' � ��•)� � o � _ — __ _ � "uar,r+ �a... wtw. �Y w a.9rwar I� I T
/ / � \ \ mei o W �• XM.msw'ra W� a ...� _.-.
rm. - rrorl.
wast lsmq orbs Staro+oo to la.5o
i
Pmr - hdM Pd - PMXe
WHdP, Reed Ste rS+00 to 5+00
5ta 13.60 t0 14+65 W6RbbY wood, A'Ns Ste 00+00 t0 x•00 w..."m'm".0 r
Wt � ��
N
Z�
y
,20 = A S
Ne
.10 : C
me
G2
.V
9 10.OD it
5
mmM
IMIM
\
�s������
mmmm
mmmmmmmmmmmmimm
� mM==aMmmmm���
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.—_�,aY�-_
--�_
mm
WiMM
\
g
rmo -6;r
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r
�
W %
NY�Z
.X i 0•
— itailZi
q R
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.00 I
LlG
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54
R D
X12 D.cM
aro
. � Sap
• R[X\RL'XRD
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G4
. 15
G3
.15
u.op 1+ - -
I
\ • / ' _ / / Ln
rblo- rw.
Pbm - hdim
Wat+bekea Rroed Sta 13+80 to 26-00 R
I I l I I i
� � 1.
19 20.00 II
00 1.
IMIM
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�s������
mmmm
mmmmmmmmmmmmimm
� mM==aMmmmm���
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.—_�,aY�-_
--�_
mm
WiMM
I I l I I i
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19 20.00 II
00 1.

/
Zd Y
lA- n.t
Wmder t.i..k.e Roe26+00 LO X2.00 \ \ \ \ \
'
R
i i 1
1 r (
22
2
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d Waves P� !1•L .ills Nst bY%n
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3
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Narrative:
Projat Oaxrgtlw
Gantroct 11500 If of serer bld and 8200 if of two isle roads, with shoulders and ditches
for access withb n row resldeoGel area Approxm®tey 12.1 acres will he disturbed 11-4
canstractio . The project N bcatad b West 5.dr.d TWP. Lee Cowty. North Carole. off
off Westover Dries. rout to Owls Nest sub -division. The sew -.1deetid are. ws have BG
lots for sloe family homes.
5tte Desrrptim
The site him rotdg topography with mmIIMM Alopes of 127.. The IL6aI cwstratbn A rot
advrsy .ffect adjacent property owners.
PMmnd Erosfoa 4. 5adlawa t Gantrol
L sedbe.t/Filter Bum - There re 34 blebs pinsled for the projact the basic.
Are pimrily bc.ted to protest floe withal the it uaverts requred ce the proj=t. Beton
are loL.tLd at Maw, islet aide of -& t.. At the Blde of drabage Lhateb W dbg to
cuivert outfats. or At the Dods of the cheslele soar Worts.
2.Te.porry Gravd C sstr tis. Eater AS - the entrain to the project at the
bterxctJw of Westover Drive And West Lawbo Drive.
3. Lad Grading - For the total ength of the roads wt and I'll aperetlan willbe
Waqulred Durin these opar- tbr. the road bed wille 1 sl pad Is such A mover thwt naeff
N enter the drNN,,A ,hameN, ties M abs d but the aide slope rlsaff to be directed
into eedmaflt b.4- Al aide sbpm will be 2-1 or lass and upw fbd g -df,% wN 1- vegetated
accrdlq to the srabq -1edb.
4. sedamst Faics - Thls willbe utsred Is all Arius vers rinoff cls t robe drint
atted o
oro of the sadiaertt b-
5. Grass Lied Chasels - V sad Trapezoidal "ped chmneb wN be utrz.d as -ted w
the plats due to the topogaphy of the lead ch."l. we not regtirsd w sora of the roads.
G. Rip -Rap Chmeb Two to vtbM require t)As typed thrid due to the flow and
.bp.
regwr.d
7. Rock Check Dm - thea will be utilized along the off road sewer hie.
Seeding Specifications=
Appy 4.000 los dolantb lisestnea per are
Apply L200 los 10-10-10 fertil- per are for grass seedsgs, or
Appy 1200 bs 5-10-10 f-tMzer per ora for gags-kgMe Mxtres
and Ieguw beadings.
Line laid fartill r re to be dwked let. the sol srfnce to s s10sin
depth of 4 Wine.
The fobwbg re Otediiqrates of grass and grass-epWa mixtures For
diFferait tmss of the year.
Lets Winter - Ery 5who
Grant.;
Td Fescue 80 los acre
re
.I.. GO be per are
Gyms -Legume "blue•
Toll Fescue 50 los per _a,
Ry.gr.b 30 los per
S.r-la Lespedeza Cscrifbd) GO loa per ora
Early 5prkV
Gross,Td Fescue 100 los per ars
Ryegran 50 los per are
. .. Crass - Legse tbltre
Pemecdn anah amass: 50 b. per. are'
C Mad) 30 los
5ra1. L.epe . -- per -
Gossett Ber mdegress 10 b& per etre
G-- Met 10 be per acre
Late 5prEq
Gress.
Td Fescue 100 bs per are
Ry.gab 50 bs per acre
ins
G - Li"e"'
Td Fescue 80 b. per erre
Pemacole Bahhw- 50 los per are
5eraci. Leaped— Cs Wlsd) 30 bs per etre
Kobe Lespedeze 10 los per acre
SuMxer
Gaa.
Td Pascua 60 los per ora
erowtttop "Net 35 los per acre
SrgurSudim Hybrids 35 RA per are
Nota. Browntop "Net ad Srgita-Sudal Hybrids aunt
be kept at 10-12 hcllas to slow For stabW-
ment of the Td r-
5,-
Grins-
Ta
escue.5lmaerGas,Tal Fescue 80 los per are
Ryegrab GO los per acre
Greta - LegusD Mtre
Td fescue 40 los per acre
Crownaretch 25 bs per are
Eery Fd - Ery Winter
Gat,Aa
Td Fescue 100 bs per are
Ryeg,mn 45 bs per -
Gr- - L.9- Mutre
Td F— 80 los per are
Peas nk BW -W- 50 bs per are
Serede L.C.pedeza C-ified) 30 ion per acre
Kobe Leepeders 10 bs per acre
After seedbg this ran It is to be rolled or cult4a1ed to kuwe that th
send Is pressed bto cwtat a -f--with the -f--A seeded areas re to
be sl*i:h d .straw at .rate OF 3000 b. per ars.. "Ah to be
anchored by either la-harkd meals, or with M asphalt tack.
Construction Schedule:
L Obtab Plan approval ad d other appkabb perwlta.
2. hstd the t.W--y gravel coastrvctiw-tratca / exit st the de.liouted
canstractba tr-.
3. Begh Q'Lbbbp aid die" operatbm.
4. std a Alw conm each trol neimires h pobt akwq the road Is rescued by the
grdalriq and deavq crew.
5. Complete glbbbg Mail derlq the road right of way. lours d erosba control
seawres Are mtellsd prior to begl9eq cat and fill operation.
,A. Begs, A& Did fN open tlwa follow the "isteassce procedres cathed oe the
plats for the row.% control dawns.
7. Complete cot and ft Operation, perform fend lra4q and stabNze the road bed'
As shows w the plawn.
8. Cospbte raid pts bade or the difthas Did proceed with the -enation plat. see
Design of Grass Lied Changs for temporary aeasrss required _
9, natal a&art olla*atrs,
30. After the site has been fully stabilized reaves d temporary roabncontrol
11. The total -tri ctbn period n 180 days
Culvert Design Data:
9}sid lnaM4
:V=
2 ANL; .pts
3 Wirt LMag00.
ft"Z
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n6.00 030 MO.m. tYbRtP 0.10 9x.0 4U 0.p 0.n. /OaN i.Y 9.s, role lNm 1
OAT Ole o.4301 3m 2.3 1 0.N 0- 0.10 5,00 0.0. 110' OSl 9qA F0.0mv Rows
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Rip -Rap Channel Design Data:
. 9aaw. Raga MRM
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9s, 1YON91 R 10) AM 15.04 3M iM 100 SM 940 13M 0.006 230 AN AN IM 230
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Basin esign Data (Type B? -D:
Ona
Bxb a Laaa5m.9alm AAs, OAIn ls/i .. Vwir .Cara .
t4b (0.N Lig m lls 75MA
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131 1241 LAM n61. 514 6.M
Grass Lined Channel Design Data-
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9s, 1+a1s 1.25
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PSD
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9s, i+ab N36
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i `<a m+nbEl+m
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0.m 0.m OA, IM am10.19 Om. AN. AM AM6 Am 0.10 WawaP_"
1
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0.10 0.13 Om 341 Om 1 4.21 0.M 400 4410.02 OM I.x 9-Vailse
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Basin Design Data CType 81):
REVISIONS
Data By
O
N on
W N
Q
U d toU
0 ��' to t0
V 1d
0, �0)
M
N 0/
U
Y , CO
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U HQ I;
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Design By. ,G;9
Droves By: GLG
Check By. RJB
Det, 12 Dec 94
Job No.
saes: As Shown
Sheat
014
Of 15
Sed
..
.. ..
Bats DAA3P Da.MaROAD:
B9wf•
1a.awiw9Nwe
,Nr pig
9f00
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PSD
T"'M1M
1
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L
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3.00 0.00 1zM
4.09
at
2
3
L*,, 4
9s, tom
Sw3+16
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L
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0.12
104
A
0,12 VAN 341 0.M 1200 AM
CH 2041 .M ;:M9��2.M AM
xx•1A MM0pp13m' A44rxR
at
61
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L
1.10
814
252A
3.M AN 1241:"12
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8s, 9.16
R
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AM
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01
to
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ft 1-25 L
R
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0.23
411.00
114.00
fax
341 UT
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A.M
1.N
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is
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Check By. RJB
Det, 12 Dec 94
Job No.
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Sheat
014
Of 15
Sed

Basin Type B1:
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REMSIDNS
Data Ay
Basin Type B2= Rip -Rap Channel= Dissipator: Sediment Fence:
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12 Dec 94
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-15
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