20151089 Ver 1_Emails_20160307

Montalvo, Sheri A
From:
Sent:
To:
Subject:
Attachments:
For file 15-1089. I'll put in LF
Thanks,
Homewood, Sue
Monday, March 07, 2016 2:36 PM
Montalvo, Sheri A
FW: Linville Ridge PCN
PCN1-4-2009interactive- read er-enabled 2013-06.pdf; PCN Additional Info rmation.pdf;
Linville Ridge 2016-03-07.pdf
Sue Homewood
Division of Water Resources, Winston Salem Regional Office Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue. [e-mail]
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
-----Original Message -----
From: Hugh Creed Associates, Inc, [mailto:[e-mail]]
Sent: Monday, March 07, 2016 2:27 PM
To: David Bailey <[e-mail]>; Homewood, Sue <[e-mail]>
Cc: Conway Thrasher <[e-mail]>
Subject: Linville Ridge PCN
David and Sue,
Attached are the updated PCN and plans for your review. We have been waiting for Sue's comments and the
information the PCN requires from the local municipality. Bill Bruce, the Town of Oak Ridge's Planner is trying to gather
that information. I will forward it to you when I get it.
Thank you,
Norris Clayton
Hugh Creed Associates, Inc., PA
1306 W. Wendover Ave.
Greensboro, NC 27408
Tele: 336-275-9826
1

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit Section 10 ❑ rmit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Linville Ridge Phases II & III
2b.
County:
Guilford
2c.
Nearest municipality / town:
Oak Ridge, NC
2d.
Subdivision name:
Linville Ridge Phases II & III
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Linville Oakridge LLC
3b.
Deed Book and Page No.
DB 7520, pg. 226
3c.
Responsible Party (for LLC if
applicable):
Kevan Combs
3d.
Street address:
PO Box 790 (8386 W. Harrell Rd)
3e.
City, state, zip:
Oak Ridge, NC 27310
3f.
Telephone no.:
336-686-3279 or 336-643-1775
3g.
Fax no.:
336-643-4520
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
PIN #7808281061
1 b.
Site coordinates (in decimal degrees):
Latitude: 36.1056 Longitude: -80.0034
1 c.
Property size:
30.7 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Haw River
2b.
Water Quality Classification of nearest receiving water:
WS III
2c.
River basin:
Cape Fear
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Tract is partially cleared and partially wooded with residential buildings on site. Tract is surrounded by rural single family residences, woods, and
farms.
3b.
List the total estimated acreage of all existing wetlands on the property: 1.72
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,776
3d.
Street
Explain the purpose of the proposed project:
installation for development of 19 single family lots.
3e.
Street
Describe the overall project in detail, including the type of equipment to be used:
installation with 2 culverts for access to single family lots. The 2 culvert installations will require bulldozers track hoes and/or backhoes.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases in the past?
❑X Yes ❑ No ❑ Unknown
Comments: Delineated by a private company
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Michael Brame
Agency/Consultant Company: Pilot Environmental Inc.
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑X Yes ❑ No
6b. If yes, explain.
Phase II to include streets for II single family lots
Phase III to include street for 8 single family lots
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands Strea X — tributaries Buffers Open \❑X ters P❑d Construction ❑
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Culvert
Small -Basin Wetland
Yes
Corps
0.02
W2 P
Culvert
Small -Basin Wetland
No
Corps
0.03
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.05
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
Unnamed
INT
Corps
3
57
S2 T
Rip -Rap Dissapator
Unnamed
INT
Corps
3
32
S3 T
Construction Disturbance
Unnamed
INT
Corps
3
5
S4 P
Culvert
Unnamed
INT
Corps
3
71
S5 T
Rip -Rap Dissapator
Unnamed
INT
Corps
3
32
S6 T
Construction Disturbance
Unnamed
INT
Corps
3
5
3h. Total stream and tributary impacts
202
3i. Comments:
Two stream crossing to have 48" culverts with headwalls and rip -rap outlets for street crossings.
Total of 128 LF stream impact (124 LF of culvert), permanent impact / 64 LF rip -rap outlets, permanent impact not included in compensatory mitigation
threshold / and 10 LF construction disturbance, temporary Impact = 202 LF
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
O4 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico Dawba C]ndleman Other
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 P
Street crossing
Unnamed
No
3,725
1,707
B2 P
Street crossing
Unnamed
No
4,439
2,063
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
8,164
3,770
6i. Comments: Each stream crossing to have structural fill and a 48" culvert with rip -rap outlet for street crossing.
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Attached
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Street crosses nearly perpendicular to the streams. Both pipes to be buried one foot below the stream bed with the top of the rip -rap placed at original
stream bed elevation. During construction streams will be sandbagged and pumped for dry installation to minimize stream impacts.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Local requirements for low density development do not require diffused flow plan
❑ Yes ❑X No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
15.2%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Preliminary Plan was approved by the Town of Oak Ridge and Guilford County as a low density development
and a Stormwater Management Plan is
not
required.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
N/A
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Town of Oak Ridge, NC
❑X Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes X❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
F] Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
F1 Yes ❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed prol'ect, or available capacity of the subject facility.
19
Lots with individual sub -surface systems
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Mr. Fritz Rohde, National marine Fisheries Service
101 Pivers Island Road, Beaufort, NC 28516
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC State Historic Preservation Office website
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Guilford County FIRM map #3710780800J, effective date: June 18, 2007
Kevan R. Combs
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.
Page 10 of 10

Hugh Creed Associates, Inc. P.A.
Consulting Engineers & Land Surveyors
1306 W. WENDOVER AVENUE P.O. BOX 9623
GREENSBORO, N.C. 27408 GREENSBORO, N.C. 27429
TELE: [phone] OR [phone] FAX: [phone]
FIRM LICENSE #C-0551 E-MAIL: [e-mail]
Additional information for the PCN
D.l.-la
• The locations of the proposed street was determined in order to best incorporate
the minimum number of stream crossings (2) and to make these crossings as close
to perpendicular as possible. While incorporating the NCDOT minimum
standards for subdivision roads (horizontal and vertical alignments), and the Town
of Oak Ridge zoning requirements for minimum 40,000 square foot lots, the
regulations made using the existing crossings of the creeks impractical.
• With the proposed street location, we further reduced the impacts by adding
headwalls to the culverts, which reduced the permanent impact to stream crossing
#1 by 8 feet and stream crossing #2 by 6 feet. We designed the culverts to be
buried one foot below the stream bed. We also designed the rip -rap dissipater pad
to be sunken so that the top of the rip -rap is placed at the original stream bed
elevation for a temporary disturbance, rather than the standard rip -rap- pad which
would be a permanent disturbance.
• Construction sequence and scheduling the installation of the culverts are outlined
in the plans. See detail on Sheet 3 of 7.
P:\Projects 2005\Combs incTinville Ridge\Calcs-Forms etc\PCN Additional Information.doc
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LEGEND
UP •
UTILITY POLE
BEARING
LP •
LIGHT POLE
N54024'05"E
C/L •
CENTERLINE
N73026'48"E
B/L •
BUILDING LINE
N65020'10"E
NTS •
NOT TO SCALE
N
O
EIP •
EXISTING IRON PIPE
O
EIR •
EXISTING IRON ROD
S00046'16"E
NIR •
NEW IRON ROD
ip
R/W •
RIGHT OF WAY
O
DE •
DRAINAGE EASEMENT
Q
SDE •
SIGHT DISTANCE EASEMENT
ti L
PT •
POINT (NO MONUMENT SET)
0
RCP •
REINFORCED CONCRETE PIPE
�, z
SPL •
SPECIAL PURPOSE LOT
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ESM'T •
EASEMENT
S16055'25"E
OSSE •
OFF SITE SEPTIC EASEMENT
U
PSSAME •
PRIVATE SANITARY SEWER ACCESS and
L
L17
MAINTENANCE EASEMENT
z
•
PROPERTY CORNER
N00045'54"W
•
EASEMENT CORNER
S81027'40"E
-
- LINES NOT SURVEYED
S00059'04"E
L21
FENCE
N54024'05"E
°
° OVERHEAD UTILITIES
N65020'10"E
LINE TABLE
LINE
LENGTH
BEARING
L1
11.72
N54024'05"E
L2
20.20
N73026'48"E
L3
39.06
N65020'10"E
L4
41.96
N50020'44"E
L5
29.74
S89020'43"E
L6
254.76
S00046'16"E
L7
30.84
S15027'06"E
L8
76.09
N87029'23"E
L9
22.75
N73004'35"E
L10
29.37
N85046'11"E
L11
74.49
N64012'49"E
L12
66.44
N59058'05"E
L13
11.78
N00039'17"E
L14
22.00
S16055'25"E
L15
21.17
N73007'00"E
L16
30.00
S85021'54"W
L17
86.14
N05021'20"W
L18
474.10
N00045'54"W
L19
30.55
S81027'40"E
L20
131.93
S00059'04"E
L21
56.22
N54024'05"E
L22
37.81
N65020'10"E
L23
9.63
N46014'10"W
L24
61.65
N46014'10"W
L25
71.28
N46014'10"W
L26
1.28
N65020'10"E
L27
43.06
S78057'08"W
L28
23.94
S20006'28"W
L29
20.00
N65020'10"E
L30
15.00
S86037'34"E
L31
50.31
S86037'34"E
L32
30.39
S11036'10"E
L33
44.36
S11036'10"E
L34
140.57
N13006'51"E
L35
29.78
N73004'35"E
L36
51.42
N87029'23"E
L37
129.36
S0203037"E
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
47.28
30.00
S45053'50"E
42.54
C2
24.86
275.00
N86021'46"E
24.86
C3
140.97
275.00
N69005'13"E
139.43
C4
62.03
325.00
S59052'07W
61.93
C5
118.48
325.00
S75046'46"W
117.82
C6
150.99
325.00
N80028'03"W
149.64
C7
118.68
325.00
N56041'50"W
118.02
C8
21.03
25.00
S70019'51"E
20.41
C9
50.82
50.00
N65018'24"W
48.66
C10
52.36
50.00
N06011'16"W
50.00
C11
1 52.36
50.00
N53048'44"E
50.00
C12
52.36
50.00
S66011'16"E
50.00
C13
33.28
50.00
S17007'02"E
32.67
C14
21.03
25.00
N22008'29"W
20.41
C15
9.83
275.00
N47015'35"W
9.83
C16
318.60
275.00
N81028'25"W
301.08
C17
39.27
25.00
S20020'10"W
35.36
C18
21.03
25.00
S48045'31"E
20.41
C19
68.23
50.00
N33045'31"W
63.06
C20
52.36
50.00
N35020'10"E
50.00
C21
52.36
50.00
S84039'50"E
50.00
C22
68.23
50.00
S15034'09"E
63.06
C23
21.03
25.00
N00034'09"W
20.41
C24
39.27
25.00
N69039'50"W
35.36
C25
52.48
275.00
S59052'07W
52.40
C26
39.74
325.00
N57054'16"E
39.72
C27
131.63
325.00
N73000'39"E
130.74
C28
24.61
325.00
N86047'01"E
24.61
C29
46.97
30.00
S44006'10"W
42.32
PLAT INFORMATION
ZONING DISTRICT
AG (RS -40 Proposed)
ACREAGE IN TOTAL TRACT
49.345± Acres (Per Deed)
DEED REFERENCE(s)
Deed Book 7520, Page 226
DATE
7/10/2013
TAX PARCEL NUMBER
166280
TOTAL NUMBER OF LOTS
31 Building Lots
ACREAGE IN NEW R/W DEDICATION
4.528 ± Acres
LINEAR FT. OF NEW STREETS
2736'±
WATER
PRIVATE WELL
SEWER
PRIVATE SEPTIC
REQUIRED FRONT SETBACK
40'
REQUITED SIDE SETBACK
15'
REQUIRED REAR SETBACK
30'
Haw River Road
itr
Linville Oaks Drive
m
0
ii
-Linville Ridge Drive
Hollow River Drive
Parcel.No. 0166637 _
VICINITY MAP (Not to Scale)
Edmund y, Treacy
Dawn M.Treacy
/ DB ') IPG 712 \ \ \ \ 0arcel Co. 0166665 \ \\ 6 \ ` A 10M y /MAP
Lot No. 27NLinville Qaks \ \ \-Mar-k-F-Shiva &- - - �arce`f b`�66632
GENERAL SITE NOTES: / PB 153,\PG. 18 \ \ \ \ Carol F. Shina - \ 13ary LLebby & - / 6T�T0 C�L /
'Kathy. bb /
1. A portion of this tract is located within a Flood Zone, refer to FIRM Community Panel / _Zoned: CUR 40 \ \ DB 6359 PG -I1 1 - \ 1 � /
/ lfs SF \ DB'1516k pG �6�9 ) I
No. 37107808001, Dated June 18, 2007. / - - - - - \ Lot No 28a, Linville Oaks \ .
No portion of this tract is located within a designated Watershed. / - Lott N 25 Linville Oaks -
2.
p 9 / \ i \ � � APB 153, PG. 18 �
/ A Zoned- U� S-4!) A 153�PG. 1�
3. All the necessary approvals have been (will be) obtained from State and Corps / (
i•�i7\ I �\ \ \ Zone�i:�U RS -40
for any wetland disturbance and/or stream crossing disturbance. Q Use: Vacant \ \
4. This site is located within the Cape Fear River Basin. / Parcel lyes. 0166638 \\ ��y 1 /� \ \ 1 Use: SFR _ 7
p _ - Mafk F. Shina & f //
TREE COVERAGE/ PRESERVATION NOTE: / /Carol F. Shim \ 3 Lei I I I I I �� \ / / \ / / / Parc@I NoS. 066/631/
DB 6359, PG 1151 u7 Join A. Hdi &/
1. Required tree coverage/preservation area is 20% of the site. / /Lot No. , l nville Oaks L�ne�/ eR H' d,d
2. 48.932 Acres (outside R/W) x 20 /o = 9.786 Acres (Required). o > t- - - _ _ - -� - - - - - / I / DB 7186,IPG/25L
\ � � i PB 153, PG. 18 3oE _ I
3. Total tree coverage/preservation area provided: 10.248 Acres (20.9%)• \ \ - - Zoned: CU -RS -40 �1 f �� r / Lot No./21, �in ill Oaks
4. See Sheet Two for Tree Preservation details. - - - - I I I I I I III r ) / yy I /
\\ Use: -SFR I I l i PEI 15 , PG. 8 I I I
II i 11 1 I I Parcel No. 0166664/, / / / /
\�� / I III II I I \� `. ,,-i �• // // Zo�Usd:S Rsl40I
\/ q I III IIII / 6, I I I I I
\I+ I I )
77' / / /fsD' �� / / I I P�rc�l No. 016667
i � 1 I i �i� `1 Se Above for -C� .o �A / / I lli� vil e gqaksl
\ \ I I m I I I \ / /@ / -common Area & � Ss / I I Hgm��owher9 As�oclation
1 \ /L�dditional Pa9K Offsite Septic / S 1 I 1�P,B 61O1,PG129 1 \\
`\ \ \ 1 - I I I o I�I I �\� \ ( / lnformati9n Easements/ J F/ / i C inmlo rn
� n le 1 e�
\ \ \ \ \ Parcel No. 0166667 CA -2 / I I I I I I i / / / 5 -.01 -4 -Acres / I �in�ill 0 ks \
\ \ Linville Oaks I II I I o\\ \� I I
�) \ / / 'CommCom on Area & I I I °� I / / # / / / N /PB 5 P s. 5 1�
/ \ \ Homeowners Association / / - Offsite -Septic v�'� Zo ec% C�J RS'(JO I
DB 6101, PG 2961 / --Eas_ements yo,1 I I I I I` I \ �\ J / / o / use:/vacant
Common Elements, Linville Oaks / j _ 5.014Zre ti°i 1 1 II Ili / /
PB 153, PGs. 15-19 / /- # y \ I I / ,T` ee Preservation
Parcel No. 0166645 \ \� Zoned: CU -RS -40 / j! \ IV i I \) y / / / / Area
Harold L. Wilkes &/ \ Use: Vacant /j /j ,�h \ \ I J / / Q 512
\ 9� Tree -Pre Pre rvatio ea`
Delores R. Wilks / %/// � Q `� � � � A � \��� � y / / es
DB 7017, PG 607 A \ / /////� < rain t) �� V - / I / ar� �ce�� R, / Parc / O. 01428�i
\ / // ` \ IL734± cres \ 11 / / - /Will am L. bixo &
-Lot-No.-35, Linville Oaks - o - / /
PB 153, PG. 17 A A �� / V A \�� � V A A V A \ V / / / / Tr spy t y / P/atricia fit. DX6J%/
ParcellNo. 01@€)646 Zoned: CU -RS -40 V A \ \ \ \QUF\ \ 40 9�F / / / / / �B 3533, P,G/1/8�
\ Jeffery S. Williams& - - _ Use: SFR \ \ \ VAA �e zo al = 4, 50. F V 0,925 Acres - VO, 6 FreekI \ � _ \ \ / VLot No. F1 e
Y - �P \ \ ONE 2 =206 5Q. F #' / - �P 78ISha on Williams \� o s �`\ \\ �- \ Linville I -
Tone
\ \ \ DB 70�I9, PG 1512 ' \ o,
I Parcel Pio. 0166667 \ ,Lot o. 36,2inville Oaks \ ` g \ �z \ \ \ \ \ Ridge ,rive _ Use.
p�? �U�IIC 44 203 SF
Linville-0ak�s V A 153, k. _L7 - - - �\ V A \ %'A \ V A RAW - 1.015 Acres I \ \ \ V
/ \H� imvners Asso ation \ \ on d: CU -RS -40 \ / A A \ tProPose
/ Vv \��Ement
6\s-A\ �z� �� 20' Utr�- #vlie: SFR - (�y�� I3iCOm�r�s, Linvill Oak \ \ \ - (�PB Pgs.A15 49 A V A V / \ r,A i
"�_---23 '­ 496/ � isI o dac o\ s�� 3S _ 14Ar�sF. �Vcat c�e\0.9#/
\ \ �.a"�RN_1 4utility ea0.0 961Acre
#SI ALED SEE TEMPORARY
5TREAHCR5T\'0��@ DETAIL FOR
I/
/
� \
l� DRAIN IRIS !ELATION
Tr1e41,8#50 oSF
14
�Pr0.9tr61 Acres
16 Acres „'
i
���o / I
� � 1 \ �,���A\g �I � ,,«3 o � I � � .981 Acs
Parcel No. 1 6652 s� / ) \ � / �. � 90)" Chi o / �� A #
� -
-Adrienne Abra amsen
/ DB 7033; PCL 1255 i A / A - 6.� �� oto e� '�� 42,815 SF
\ � \ eN ( aSeR 7-
/ / I �p / / \ I - 4 87N SF
/ Lot No. 42, Linv Ile Oaks- y � � / �- 983 Acres
/ 'ti / C/ \ N rJ N \ 10.9 1 A�r' \ X42 od / % > �.
I I PB 153, PG 17 / \ \ I N O b so, , /
I Zoned: CU -FS -40 Comm n Are � fir _ �„ - - - / /' / -� / I I A �tO� A - -10,917 SF
I I_n
/ I- ffsi Sep „ I / V / / SIZFX a5o 4" I /
I ' ,Use: Vac t - - - �Ease� en \ \ / � � � ( ( 4 m 0.939 Acres
O y 20' �O` / / / / 20 i / GLft55 = A p--tp�� I �ommb Are \
91,751 \J D�/ �t3 \ lP \ / � ' Sai3.i5'xl;'"r D� I 20,42 SF
/ k / i - - / / / Q 3t9 .469
/ I / 2.106 AG s \ �3a �� / _ o / / 40,046SF I
#662 /
0.9ig Acrel
I / i 1g
A`� \ '° R p \ ' ''"coo # / / v e� e err ation Ara
Drainage - - - / PHASE O I v V /� .y I / 1,4 t0 16
i �B 186 PG. A � ` / / / ' 40,300 SF R` 1. 6± Acres / 44j758 -SF
I Area / f �,, co / / W - -
- / 0,925 Acres \ I - -1.028 Acres
o 40,1 4 / % / # N/ � o A \ ) - �z� 42443 SE - #
I Ac / NE >:1 = sh 50. F I O 0.9�?1 Acres/ M y _9.965 Acres /
'i
Parcel No. 0166667 �� O L/ #/-
II
I Linville Oaks iomeowners Association V / / / / �� ° G q� p� / / / �, A. A _ _ _ _
DB 61�,-PG 2961 / �ti / Q �o - - / / \
I Common Elements, Linville Oaks
- - PB 153, PGs. 15:.9 - / I �� �� A 42,625 SF = /
/ � I � _ i �
N
� 4 �� Tr e Preservation reaZoned: CURS40 I I X0.979 Acres , ��� I I 1.736 Acres\ce- -Use. Gcant v / / p93 Flood Pla n a Ope pace , CA -3 / / /I�1407 SF "�I A 'common Area & / / P_arceLNo. 0166287
� Dedicated to To of O e Draina e & Stream / /
0.951 AcresV A V A A g offsite septic 9 �,_ � James -A. Kinneman &
1.6 AC S Easements- - Buffer Esrn't�
5EE ORARY # \ \ \ \ �� / - 12,170 SF / // Carol A. Kinneman
sTRE�M oRo55iN� _ �) \ CA -5 es /
DRAIN � LOR ATRiorY �° & o e� / # / �/ Lot No. 9, Forest Creek
0.279 Acres / DB 6639, PG 2164
Common Ar a
I I N 20' Pedestri n Access Esm't & 42,625 F _ I _ - Cg
site Septic fig: PB 78 PG. 50
i I PSSAME,(fo be Remo ed Along 0.979 Aces .. / I 51ZE: d5 - 10, \ 2 p `a - %
I / # � � I size: asv lo" \ _ � sement� j � /v e � din\ \ / Zoned: RS -40
\ 1 the (tear of Lot Nos. �10J / V A ZAx = MIS V - _ 22 /40972,SF / u �� 9e dna Use: SFR
(PB 153, PGs 15 19) / / /C 2�x5TRE x24"D _ - _ -
/ Cornmo A /0.9,
411/Acres
- - I I !n' / A / v / O site S \ \ 4140 SF_ / # / / Approxirsate Locati n Fsn�t , //
\ 3 / i 0.944 Acres / / Flood Zone "AE" th _
rt - / ,6 X /R' 7 48 5 s / / \ \ A # / / /� o /
_ 1 V \ 2 41,625/SF / m 1 /o Annual Chance Flood
\ V v A 95ffAcres / 115 Ac p/, �O \ 25 \� (100 -Year Flood) p�r FIRM I /
/ / ; ( �' Parcel No. 0166284
/�/ / 40,41SF / H ON i 3p R�R \ -� / / / / / No. 37107808003ated Andrew C. Kampen &
\ / # 18 , PG. N \ 9'35 2 SFS \ \ - - June 18 2007
\ II 42,464 S( 0,928 Acres / / / / Cole M. Kampen /
\ V I V A 0.975 Acres ( # �o, A\ #I V _ �� / / 1 DB 7364, PG 1334
\ v 3° # O / / 26 3 o Lot No. 6 Forest Cree�C
�uL \ \ / i I \23
CA -6 / PB 78, PG, 5(i/
4g 479 SFi I m1 /
,Q V / rn Common Area & �2,�L99 SF - / / Zone�1 S �l
VI le r �� / 0.975 des I ^ / / s SFR /
V A \ \ 50 R IIC RiW / I o - Offsite gepYic 0.971 res 3 i
\ \ / / Pf �OSer l� / / a/ / �� �� _ ASE ON� Eas6men
P \ PB 186, -PG. 84 �\ u1 40, 57 / / 40 /
\ \ \ I _�/ 0.934 res 1-1
/ ' / / �istin Treeline / o
36 -I I -02.6 N /
80 °-00'34.5 "H
\ \ \ q 2p I --�- -�- I s� / / \ / //04'2 491
\\ \\ \ \,W 1 - .9 S - , / / I I \\ / - - - - - - - - - / r �\ ,,,,,.�� I I gulf,,,,
CAR �
\ \ Jrceel No. ai e� 7 (FE p
1p
_Array page Q
/ I / t �� t34-
1Approximate Location of - , - DB 627L PG Y516 / SEAL -
\ \ v l ` -
V A III I \ 1 009 Ades I I / � Flood Zone "AE" the / Zoned: RS -40
V A \ # / / �1% Annual Chance Flood er / Use: SFR / / Z0.O 0727 02
9� No. 37107808001Year Flood) ,Dated M
\ \ 31 30 V /
/ /� \ 41,869 SF / / / /�� �' June 18, 2007 -
1 ArealDedicate�to I 4L�623 SF / \ / -
I � I \ � / 42,633SF / x.961 Aces � / / I
'Public \ 0.978 Acre / Flood in a�d 0 ace
0.979/Acres/ / # V / / / / \
R/W \ IA \ - i / # V / / Dedicate o T/OWn o alk Ridge \
/ / / / 3. Acne
16,737 \ / \ / / / 65
I /SF � 11 I � / / / A �--- / / I l��/
0.384 \ \ II I I loV I / � / / /
Acres \ \ � I / \ _
//� _-- _ice / �
/ / / J/ �� Parcel No. O1 62'7 i
CA -8 i / / �i� �� - �-r-� _ 'moi` - -�J/ Jeffery Han s & v /
Common Area-& Offsite
J \� OUT I \ \ / sept�asements/ / / .. - - _ Susan Harks
DB 3900, P: 1823 /
Approximate Location of \ \ I \ \ / 17,829 SF / / i J - e esrtranAccessandTrail�sm't Zoned: R -40/
Flood Zone "AE" IN
0.409 -Ac res - the \ \ / / i / �� I Use:SFR/ /
1% Annual Chance - - - V A \� I - I
/ � f Parcel No. 0166277
Flood
(100 -Year Flood) per FIRM � ) \ � / / Jeffery Hanks &
/ ' Susan Hanks /
No. 3710780800J, DatedVI V I �� / / DB 4402, PG 1439 &
June 18, 2007 V A / I PB 97, PG 78
SZoned: RS -40
Use: Vacant
Graphic Scale
100 50 0 100 200
1 inch = 100 feet
C#::�
MARCH 4, 2016
DE51ONERS' NOTE:
BOUNDARY, TOPOORAPHIG
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
A550G I ATE5, I NG., P.A.
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OWNER/DEVELOPER:
LINVILLE OAKRIDGE, LLG
A NG LIMITED LIABILITY GO.
243 S. MARSHALL 5T.
1,4IN5TON-5ALEM, NG 27101
REP: MR. GONHAY THRASHER
TELE: 336-3q2-2770
G�ZON MUST CO
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BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
PROJECT No.
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GENERAL SITE NOTES:
1. A portion of this tract is located within a Flood Zone, refer to FIRM Community
Panel No. 37107808003, Dated June 18, 2007.
2. No portion of this tract is located within a designated Watershed.
3. All the necessary approvals have been (will be) obtained from State and Corps
for any wetland disturbance and/or stream crossing disturbance.
4. This site is located within the Cape Fear River Basin.
TREE COVERAGE/ PRESERVATION NOTE:
1. Required tree coverage/preservation area is 20% of the site.
2. 48.932 Acres (outside R/W) x 20% = 9.786 Acres (Required).
3. Total tree coverage/ preservation area provided: 10.248 Acres (20.9%).
4. See Sheet Two for Tree Preservation details.
Parcel No. 0166667 I/ CA -2
\ Linville Oaks �� / -Common Area & � 300. II II
\ Homeowners Association // - - Offsite-Septir /
v v DB 6101 PG 2961 /�, _ se_ments �� I
�\ �A Common Elements, Linville Oaks; ,� ��i - 5.014 Ares tih \
- VA\ PB 153, PGs. 15-19 _ - _ , # 59•
N —
CD
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Parcel No. 0166645\ 1 �\ Zoned: CU -RS -40//,
e0 X Use: Vacant Harold L. Wilkes �v o�� %i v r?) \
a z % Tree Pre rvatlon- /ire ,po \ \
Delores R. Wilks
° DB 7017G 607 v v / // �i / / v rain e t) v
O -z° -- \ \ / /� / /
6 �1 - - Lot Flo: 3-5, Linville OaksLn
v v - Q?34t cres v v�
U\ PB 153, PG. 17
Parcel No. 0166646 Zoned: CU -RS -40 \\ \ \ \ \ \ \ \ \ \
\ U SER IM GTS \
\ Jeffe �S. Williams ,& _ Use: SFR \ \ \ \ \ \
ry — — — / � \ \ � y ZON \#I =\4,406 50. FT.
�v vv v Shall/on Williams ��' \� \ \v moo, oNE 2 \2,065\50. F
\ v v v ADB 7049, PG 1512 � � - I o ° \ � � � v � v moo,
Parcel No. 0166 67 v vv `�LotNo. 36,vLinville Oaks vv \\ _PA
Linville -Oaks
153 v
v PG. 17
Meme\ rners Assodatian v v v - A �� \
B 61101 G� 96 v A A \Zoned: CU -RS -40 �� v _
1 e: SFR s� / \ �Q oma \ \ �o� \ �o�� HEA ALL \
I Com�v Eleme9ts; Lihville Oaks V v v _ - - - , � °p V I 0 � �2c� �C) � �
\P \1 v PCs 15-19�,
I Zoed.1 ClJ-ISS-40\ 7 9 SF
I I sia, 'ValcantPAo�I Q
04 v \0.921 Aces v v v v 3 v
I I I I I I v v vV v v Cid weX'� ,�% 41,850 SF 1- #
Haw River Road
r
Linville Oaks Drive
0
n
-Linville Ridge Drive
Hollow River Drive
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOGIATES, ING., P.A.
e e
4faoC b �So• s• -9� I p,O v_Y0.961 Acres OE APE
GROUND STABILIZATION TIMEFRAMES tS"ALEDINA
PERIMETER DIKES, SWALES, DITCHES 7 DAYS NONE v v v
\
i \ \ SEE TEM_
P�RAR SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS \ AND SLOPES STREAM GROSSING
I I �I I I l \ \ \ \ \ \ �� \ '�� $ V A -DETAI FOR STORM
\ \
HIGH QUALITY WATERS (HQW) ZONES 7 DAYS NONE / I I I \ \ \ 1 O \ \ DRAIN INS TAL_LATION
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS
III I I II II I I I 41,0�50i 9SF
IN LENGTH AND ARE NOT
STEEPER N 2:1, 14 DAYS TreQ Preservaton A ea 0.961 Acres �ARE ALLOWED.�,116 1p 0 �Acre�
#N
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER CL
THAN 50'IN LENGTH
-�
A
�>
ALL OTHER AREAS WITH SLOPES 14 DAYS NONE, EXCEPT FOR PERIMETERS
FLATTER THAN 4:1 AND HQW ZONES
A \ / ' (Cry e� \ 42 815 SF
4,879 SF v i iv ����� �, �ca��ase`� / y� I 1 / I A v v 0.983 Acres
7 \ I - N N 0.961 Acres'
a N o o \ 1 iv
Comn`ibn Area v v QI o Q o z� _ v '� #
\ 3 rn
�Offsit Sept v v �V ) I /, - / r j v- � � � �v ��� ,%'® � � � / / / / z SIZE: C150 ��4" / III dA 4 � � �°
Ease ent v I i ' \ 20' o t 30 2 v v - _ _ �� �5° �� / / / 20 °L�lss = �, ° o / I 1VA F zo 42 .r 1
PHASE 11 91 751 V / l �► O 3 Y — / i 5 X3.75 xl D \ \ 1
�j �/ / A /e ---� / / O I
EROSION CONTROL NOTES: � \_ r�-rt 1 — — �� / / 1 .469 A ices \
I. TOTAL AREA = 15.3± ACRES 2.106 Acr / ( — Cb �\ — pax o �� i � 1 #
o / 40 040 SF I �� 1 vv 1\
2. TOTALDISTURBED AREA = 2.55± ACRES #6628 q \ 1N rn �� �\ �� o / / / / 0.9,1 Acres
3. SOILS: A B,A C,CcB,Gc_G, (GLASS B), Hh ( GLASS D) / 3 / _ `� \ �, R \ (0 / / # / / ree Pre�ery
p p VPHASE O _ A rn / �� •3 1 / , \
4. AVERAGE SLOPE. 490-69'0 1 P /1 / A V A \ — _ — _x°°'tea A �1 j /� / / / 40,300 S f� 1. 36f cres
RB 86, G _ // � \�
GONSTRUGTION SEQUENCE: \ v/40,107rSF ).-9 2#5 Aces /77 v1� m
I. OBTAIN GRADING PERMIT BUFFER #I IMPACTS I O1 V \
A
,
2. GLEAR ROADWAY. NE # I = 3 67 SQ. F . /iE D ALL / \ I ° — O ��. 0.941Acres/
3. INSTALL SEDIMENT FENCES AT 48" RCP. INSTALL SKIMMER ZO E #2 = 1,707\ SQ. F / / / / 22x. 2 �p (� #�
BASINS I, 2, 6, AND 7. CONTACT THE EROSION CONTROL � i`''
INSPEGTOR BEFORE STREAM 15 DISTURBED TO INSPECT / / / �y / �/ A
I
DEVIGES. / i I ws C� G � / / N
n / / / / °
3. INSTALL ENDWALLS, 48 RCP, AND RIP -RAP OUTLET. GRADE �" �� / g � I � � I / � � �� � � \ � / / / / / ��
STREAM GROSSING. SEED IMMEDIATELY. I �' / V)
2. INSTALL REMAINING SEDIMENT FENCES AND SKIMMER BASINS. �� �� q \ I l l
3. GRADE SITE. INSTALL STORM DRAIN PIPE HITH OUTLET /I 20
PROTECTION. / \ �v 24 \�r \ I I 1 Tree Preservation Area /
4 INSTALL EXGELSIOR MATTING SHALE PROTEGTION ON ALL �/ I ?°k ��-�� �� \ r �s- ` I \ 1.736;h Acres \
SHALES, EXGEPT SHALE #7, HHIGH REQUIRES SYNTHETIC / / pp0 \41,407
— I I A V / Flood Pla n a Ope pace
i l I,, �o v � -� - 41 407 _SF Fo. I \ V A / -
MATTING, AND WATTLES. / /°�c \ \ / 0.951 ACreS \ o \R / I \ \ \ \ / Dedicated to To Of 0 ge
5. SEED AND OR LANDSCAPE ALL DISTURBED AREAS AS NOTED Y A
BELow. I I I I X I \ \ v / 1.6 Ac s fi
\ \ SEE �EMPORARY # /
/
STREAM GROSSINN� � �
I � , � 1 �� - - ♦ ism
30, DETAIL FOR STORM I 35�� / CA -5v
R�A
I I 1 DRAIN I�15TALLAT101� I , \ - Common Area & ec", \
RIF -RAP OUTLE\ jos 6` dffsite Septic
T
SIZE: d5p = 10" \ ` I °� �I Easements -
�x°° ; 40,972 4
/ C V A \ �2 x5TRE Mx24 D —
v
0./94Acre creComm8� s
,� App
roximate Locat
i n oafo
�
_ORSite S #
0.944 Acres -RoodZone AE thEase
485r�# 1% Annual Chance Flood
115/Acr o � (100 -Year Flood) p6r FIRM
ONH�° No. 37107808003, ated
° June 18, 2007 - PB 18 PGS 5cres
26 o / 2� moo, 11 �'\ #�
42,479 SF/ �� o I I I �J / Common Area & 4��L99 S�
0.975 -Acres ten` �'� I Offsite tic 2� 0 971 Acres / /
I I I p ,,�
# � m I I Eas ments�
PHASE ONE I 40, 57F /' O� line /
-
PB 186, PG. 84 / Tree \ �� i
0.93 Ages / / Existing
- - 80 ° -00'54.5'Ilei
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,vv v v -�� ' / �,i :_1N �_I SEAL
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Q
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/ `\jApproximate Location oA� _ O - - - v��- _ _ DB 6271,PG 1-516
/X\ ' Flood Zone "AE" the - _ ,1 I Zoned: RS -40
11% Annual Chance Flood Y Use: SFR
\ I
(100 -Year Flood) per FIRM_ I
M RGH 4, 2016
No. 37107808001, Dated
June 18, 2007 \ \ \
\ I f
I
Flood P In and 0 ewbpace / Graphic Scale
0 dicat0d o Town o �k Ridge � / 60 30 0 60 120
/ Acr-
1 inch = 60 feet
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UP •
UTILITY POLE
PLAT INFORMATION
LP •
LIGHT POLEC/L
0 a
C/L .
B/L •
NTS •
EIP •
EIR •
NIR •
R/W •
DE •
CENTERLINE
BUILDING LINE
NOT TO SCALE
EXISTING IRON PIPE
EXISTING IRON ROD
NEW IRON ROD
RIGHT OF WAY
DRAINAGE EASEMENT
ZONING DISTRICT AG (RS -40 Proposed)
ACREAGE IN TOTAL TRACT 49.345± Acres (Per Deed)
DEED REFERENCE(s) Deed Book 7520, Page 226
TAX PARCEL NUMBER 166280
N
C+
SDE •
PT •
RCP •
SPL •
ESMT•
OSSE -OFF
PSSAME •
Q .
• •
SIGHT DISTANCE EASEMENT
POINT (NO MONUMENT SET)
REINFORCED CONCRETE PIPE
SPECIAL PURPOSE LOT
EASEMENT
SITE SEPTIC EASEMENT
PRIVATE SANITARY SEWER ACCESS and
MAINTENANCE EASEMENT
PROPERTY CORNER
EASEMENT CORNER
LINES NOT SURVEYED
TOTAL NUMBER OF LOTS 31 Building Lots
ACREAGE IN NEW R/W DEDICATION 4.528 ± Acres
LINEAR FT. OF NEW STREETS 2736'±
WATER PRIVATE WELL
SEWER PRIVATE SEPTIC
REQUIRED FRONT SETBACK 40'
REQUITED SIDE SETBACK 15,
LU
IOC
W
FENCE
OVERHEAD UTILITIES
REQUIRED REAR SETBACK 30'
GENERAL SITE NOTES:
1. A portion of this tract is located within a Flood Zone, refer to FIRM Community
Panel No. 37107808003, Dated June 18, 2007.
2. No portion of this tract is located within a designated Watershed.
3. All the necessary approvals have been (will be) obtained from State and Corps
for any wetland disturbance and/or stream crossing disturbance.
4. This site is located within the Cape Fear River Basin.
TREE COVERAGE/ PRESERVATION NOTE:
1. Required tree coverage/preservation area is 20% of the site.
2. 48.932 Acres (outside R/W) x 20% = 9.786 Acres (Required).
3. Total tree coverage/ preservation area provided: 10.248 Acres (20.9%).
4. See Sheet Two for Tree Preservation details.
Parcel No. 0166667 I/ CA -2
\ Linville Oaks �� / -Common Area & � 300. II II
\ Homeowners Association // - - Offsite-Septir /
v v DB 6101 PG 2961 /�, _ se_ments �� I
�\ �A Common Elements, Linville Oaks; ,� ��i - 5.014 Ares tih \
- VA\ PB 153, PGs. 15-19 _ - _ , # 59•
N —
CD
ct
Parcel No. 0166645\ 1 �\ Zoned: CU -RS -40//,
e0 X Use: Vacant Harold L. Wilkes �v o�� %i v r?) \
a z % Tree Pre rvatlon- /ire ,po \ \
Delores R. Wilks
° DB 7017G 607 v v / // �i / / v rain e t) v
O -z° -- \ \ / /� / /
6 �1 - - Lot Flo: 3-5, Linville OaksLn
v v - Q?34t cres v v�
U\ PB 153, PG. 17
Parcel No. 0166646 Zoned: CU -RS -40 \\ \ \ \ \ \ \ \ \ \
\ U SER IM GTS \
\ Jeffe �S. Williams ,& _ Use: SFR \ \ \ \ \ \
ry — — — / � \ \ � y ZON \#I =\4,406 50. FT.
�v vv v Shall/on Williams ��' \� \ \v moo, oNE 2 \2,065\50. F
\ v v v ADB 7049, PG 1512 � � - I o ° \ � � � v � v moo,
Parcel No. 0166 67 v vv `�LotNo. 36,vLinville Oaks vv \\ _PA
Linville -Oaks
153 v
v PG. 17
Meme\ rners Assodatian v v v - A �� \
B 61101 G� 96 v A A \Zoned: CU -RS -40 �� v _
1 e: SFR s� / \ �Q oma \ \ �o� \ �o�� HEA ALL \
I Com�v Eleme9ts; Lihville Oaks V v v _ - - - , � °p V I 0 � �2c� �C) � �
\P \1 v PCs 15-19�,
I Zoed.1 ClJ-ISS-40\ 7 9 SF
I I sia, 'ValcantPAo�I Q
04 v \0.921 Aces v v v v 3 v
I I I I I I v v vV v v Cid weX'� ,�% 41,850 SF 1- #
Haw River Road
r
Linville Oaks Drive
0
n
-Linville Ridge Drive
Hollow River Drive
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOGIATES, ING., P.A.
e e
4faoC b �So• s• -9� I p,O v_Y0.961 Acres OE APE
GROUND STABILIZATION TIMEFRAMES tS"ALEDINA
PERIMETER DIKES, SWALES, DITCHES 7 DAYS NONE v v v
\
i \ \ SEE TEM_
P�RAR SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS \ AND SLOPES STREAM GROSSING
I I �I I I l \ \ \ \ \ \ �� \ '�� $ V A -DETAI FOR STORM
\ \
HIGH QUALITY WATERS (HQW) ZONES 7 DAYS NONE / I I I \ \ \ 1 O \ \ DRAIN INS TAL_LATION
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS
III I I II II I I I 41,0�50i 9SF
IN LENGTH AND ARE NOT
STEEPER N 2:1, 14 DAYS TreQ Preservaton A ea 0.961 Acres �ARE ALLOWED.�,116 1p 0 �Acre�
#N
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER CL
THAN 50'IN LENGTH
-�
A
�>
ALL OTHER AREAS WITH SLOPES 14 DAYS NONE, EXCEPT FOR PERIMETERS
FLATTER THAN 4:1 AND HQW ZONES
A \ / ' (Cry e� \ 42 815 SF
4,879 SF v i iv ����� �, �ca��ase`� / y� I 1 / I A v v 0.983 Acres
7 \ I - N N 0.961 Acres'
a N o o \ 1 iv
Comn`ibn Area v v QI o Q o z� _ v '� #
\ 3 rn
�Offsit Sept v v �V ) I /, - / r j v- � � � �v ��� ,%'® � � � / / / / z SIZE: C150 ��4" / III dA 4 � � �°
Ease ent v I i ' \ 20' o t 30 2 v v - _ _ �� �5° �� / / / 20 °L�lss = �, ° o / I 1VA F zo 42 .r 1
PHASE 11 91 751 V / l �► O 3 Y — / i 5 X3.75 xl D \ \ 1
�j �/ / A /e ---� / / O I
EROSION CONTROL NOTES: � \_ r�-rt 1 — — �� / / 1 .469 A ices \
I. TOTAL AREA = 15.3± ACRES 2.106 Acr / ( — Cb �\ — pax o �� i � 1 #
o / 40 040 SF I �� 1 vv 1\
2. TOTALDISTURBED AREA = 2.55± ACRES #6628 q \ 1N rn �� �\ �� o / / / / 0.9,1 Acres
3. SOILS: A B,A C,CcB,Gc_G, (GLASS B), Hh ( GLASS D) / 3 / _ `� \ �, R \ (0 / / # / / ree Pre�ery
p p VPHASE O _ A rn / �� •3 1 / , \
4. AVERAGE SLOPE. 490-69'0 1 P /1 / A V A \ — _ — _x°°'tea A �1 j /� / / / 40,300 S f� 1. 36f cres
RB 86, G _ // � \�
GONSTRUGTION SEQUENCE: \ v/40,107rSF ).-9 2#5 Aces /77 v1� m
I. OBTAIN GRADING PERMIT BUFFER #I IMPACTS I O1 V \
A
,
2. GLEAR ROADWAY. NE # I = 3 67 SQ. F . /iE D ALL / \ I ° — O ��. 0.941Acres/
3. INSTALL SEDIMENT FENCES AT 48" RCP. INSTALL SKIMMER ZO E #2 = 1,707\ SQ. F / / / / 22x. 2 �p (� #�
BASINS I, 2, 6, AND 7. CONTACT THE EROSION CONTROL � i`''
INSPEGTOR BEFORE STREAM 15 DISTURBED TO INSPECT / / / �y / �/ A
I
DEVIGES. / i I ws C� G � / / N
n / / / / °
3. INSTALL ENDWALLS, 48 RCP, AND RIP -RAP OUTLET. GRADE �" �� / g � I � � I / � � �� � � \ � / / / / / ��
STREAM GROSSING. SEED IMMEDIATELY. I �' / V)
2. INSTALL REMAINING SEDIMENT FENCES AND SKIMMER BASINS. �� �� q \ I l l
3. GRADE SITE. INSTALL STORM DRAIN PIPE HITH OUTLET /I 20
PROTECTION. / \ �v 24 \�r \ I I 1 Tree Preservation Area /
4 INSTALL EXGELSIOR MATTING SHALE PROTEGTION ON ALL �/ I ?°k ��-�� �� \ r �s- ` I \ 1.736;h Acres \
SHALES, EXGEPT SHALE #7, HHIGH REQUIRES SYNTHETIC / / pp0 \41,407
— I I A V / Flood Pla n a Ope pace
i l I,, �o v � -� - 41 407 _SF Fo. I \ V A / -
MATTING, AND WATTLES. / /°�c \ \ / 0.951 ACreS \ o \R / I \ \ \ \ / Dedicated to To Of 0 ge
5. SEED AND OR LANDSCAPE ALL DISTURBED AREAS AS NOTED Y A
BELow. I I I I X I \ \ v / 1.6 Ac s fi
\ \ SEE �EMPORARY # /
/
STREAM GROSSINN� � �
I � , � 1 �� - - ♦ ism
30, DETAIL FOR STORM I 35�� / CA -5v
R�A
I I 1 DRAIN I�15TALLAT101� I , \ - Common Area & ec", \
RIF -RAP OUTLE\ jos 6` dffsite Septic
T
SIZE: d5p = 10" \ ` I °� �I Easements -
�x°° ; 40,972 4
/ C V A \ �2 x5TRE Mx24 D —
v
0./94Acre creComm8� s
,� App
roximate Locat
i n oafo
�
_ORSite S #
0.944 Acres -RoodZone AE thEase
485r�# 1% Annual Chance Flood
115/Acr o � (100 -Year Flood) p6r FIRM
ONH�° No. 37107808003, ated
° June 18, 2007 - PB 18 PGS 5cres
26 o / 2� moo, 11 �'\ #�
42,479 SF/ �� o I I I �J / Common Area & 4��L99 S�
0.975 -Acres ten` �'� I Offsite tic 2� 0 971 Acres / /
I I I p ,,�
# � m I I Eas ments�
PHASE ONE I 40, 57F /' O� line /
-
PB 186, PG. 84 / Tree \ �� i
0.93 Ages / / Existing
- - 80 ° -00'54.5'Ilei
CAR
/#
,vv v v -�� ' / �,i :_1N �_I SEAL
z v� �rceo. 0166267 0727
Q
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IZ.
/ `\jApproximate Location oA� _ O - - - v��- _ _ DB 6271,PG 1-516
/X\ ' Flood Zone "AE" the - _ ,1 I Zoned: RS -40
11% Annual Chance Flood Y Use: SFR
\ I
(100 -Year Flood) per FIRM_ I
M RGH 4, 2016
No. 37107808001, Dated
June 18, 2007 \ \ \
\ I f
I
Flood P In and 0 ewbpace / Graphic Scale
0 dicat0d o Town o �k Ridge � / 60 30 0 60 120
/ Acr-
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REP: MR. GONHAY THRASHER
TELE: 336-5a2-2770
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SHEET NO. 2 OF 7

DESIGNERS' NOTE
Parcel No. 0166667
Linville Oaks
BOUNDARY, TOPOGRAPHIC
Homeowners Association
INFORMATION, AND PRELIMINARY /
SUBDIVISION DESIGN PREPARED BY DB 6101, PG 2961
LAND SOLUTIONS. o Common Elements, Linville Oaks/
EROSION CONTROL AND PROFILES k \ ,
PREPARED BY HUGH GREED W o \\ PB 153 PGs. 15-19 /
Parcel No. 0166645
ASSOCIATES, INC., P.A. Zoned: CU -RS -40/
o Harold L. Wilkes & Use: Vacant 2°
z Delores R. Wilkes \\ T
DB 7017 PG 607 /
' / 0
Z Lot No. 35, Linville Oaks /
PB 153, PG. 17
Parcel No. 0166646 Zoned: CU -RS -40 /
Jeffery S. Williams & Use: SFR
Sharon Williams
DB 7049, PG 1512 ��
Parcel No. 0166667 Lot No. 36, Linville Oaks q
Linville Oaks PB 153 PG. 17 7 o`er
Homeowners Association �\ o� �o
Zoned: CU -RS -40
DB 6101, PG 2961 Use: SFR fi °�
Common Elements, Linville Oaks \� / 10 s_ ��`, �o �'
PB 153, PGs. 15-19 O �` T-
Zoned: CU -RS -40
Use: Vacant S� P�org 9 SF
��Po co
�Ol 0.921 Acres
S ?,41,850 SF #
ru
o�N°�c,-��1 0.961 Acres
SPM eaC QCs• # P
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Tree Preservation Area 0.961 Acres
1.116f Acres #�`dge�l�
2k0o
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x 41,879 SF / j / aD �26ko° �� oCa�
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Q / Easement z ° 20' 3O 3O 2 / ZkSo 20
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o) PHASEO rn�� / '� /R �� 21 #
v 3 PB 186, P
a, G.
a zk5° 40,107 SF
BUFFER #1 IMPAGTS 2�' '
0.921 Acres
o N NE #1 = 3,6-13 50. F HEADWALL �/ 2 0° �/ / 2 ���• �/
o = Zo E #2 = 1,707 Sa. F 2� \y 0 �, % #
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ora
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s c 0.979 Acres
#
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° 3° 0.951 Acres
SEE TEMPORARY # A
STREAM GROSSING
DETAIL FOR STORM sso, D
a
DRAIN INSTALLATION 5'D
k Zk6° Oo
E RIP -RAP OUTLET cco
/ , / SIZE: d50 = 10"
o E / /1axoo / oM� GLASS = #1
CA- 32'xSTREAMx24"D
Ln
/ / Common ea & \ 411140 SF
w /x� / Offsite S tic
V) 0 1� Easeme 0.944 Acres
/ / 481569 S #
E o / /
115 Acr o 25
/ PHA E ON 2
o ' / PB 18 , PG. �o �'� N 40,732 SF
o N .935 Acres
0 0 3 O
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42,479 SF 03 x Common Area & 42,299 SF
\ 0.975 Acres m �` Offsite Septic � p 0.971 Acres s�
3 ° PHASE ONE ���� La
Easements #
/ - 40,657 SF Tref
PB 186, PG. 84 �� ( , rn
I r_` \ z M 0.933 Acres Existing
X27 .� - # /-
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n 42,491\
0.975 ACr
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z �__ ,
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Je"remy Page &
Ln
it �� - Amy Page
-p ' ' S
Q f Approximate Location of� i— — y v�r�DB 6271, PG 1516
- '^ Flood Zone "AE" the Zoned: RS -40
o .0
- = 1% Annual Chance Flood Use: SFR
1v (° i
E I (100 -Year Flood) per FIRM 1
" J No. 3710780800J, Dated
o I June 18, 2007
N /
.o Flood P in and 0 er pace /
U Dedicated o Town o Qak Ridge
Acres
I0 / �3.65(tAcr,.4_ /
A
rn
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nuuiLivi iui r N �
M O N
Information o U °; M U
I I Q I I I \! \ \ 1 < LI) M __1 z
CA -2 I I F+ I I \ \\ Linville Oaks Drive O 9�0 O O rD O
Common Area & 300- rn 1 II II 6, \\ �\\\ Q o o �; -0 M
Offsite Septic I I i I i N \ �� M C I
Easements �� ; ; I \ �� O M L M
TE O ) M J N
5.014 Acres h I
I I I I I \\\ \� 70
X O U
# C.
I I I I I Linville Ridge Drive N
Hollow River Drive 'Q
ree Pre rvation Are / I\ �\ ��., �' z o 0
rain e 't) Q \
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_ x
40,298 SF VICINITY MAP �'� '����
UFFER #2 IMPAGTS �� J > 00
0.925 Acres 1, �� �
ZONE #1 = 4,406 SQ. FT. NOT TO SCALE ;1
063 SQ. F # 12 O CD Ln
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S _
s P / # d 0 LL_
OWNER/DEVELOPER:
42,815 SF — - LINVILLE OAKRIDGE, LLG
\ 0.983 Acres — — -
/ A NG LIMITED LIABILITY CO.
# /� 243 5. MARSHALL 5T.
40,917 SF \ WIN5TON-5ALEM NG 27101
RIP -RAP OUTLET -%j '
SIZE: d50 = 4" CA 4 CO 0.939 Acres � \ REP: MR. GONWAY THRASHER
GLASS = A �, Commo Are # TELE: 336-3a2-2770
5'x3.'i5'xl2"D O O 20,42 SF \ \ �"ON MUST CO
0.469# res \ // ��JG ��ILITY pRNxO-
O19 �= o m j o=� J�� o �
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OZ
40,300 SF
Q) (3
°'� 1. 36f Acres 16 j z
M 44,758 SF Q o D M
0.925 Acres �� �� 1.028 Acres y
# rn3� 42,043 SF
0.965 Acres #
�o # BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
Tree Preservation Area 2� -
1.736f Acres CA -3
Flood Plana Ope pace /
Common Area & ,�
Dedicated to To of Oa ge Offsite SepticDrainage & Stream Z
1.6 Ac s Easements 12,170 SF Buffer Esm't �j/ z a
T\� - \ , i\�S� ^ �� 0.279 Acres _ / d
Common Area & , "Nos '�` �ard �.�` !��� ��# I 0 Q
`\ rP - U Q
Offsite Septic �a �0 ► �"� O
Easements \� e des Orli d Q H O
40,972 SF ' . _ �v-�-� 9e d� �S U. i W LJ
0.941 Acre s
Approximate Locati n of�� �i�'F\/
# Q a
/ Flood Zone "AE" th Q � = Q —! r< W
1% Annual Chance (Flood INSTALL SANDBAGS ��� DEWATERING NOTES: Q U
TO STOP FLOW N PIPE 1. PRIOR TO INSTALLATION OF O O
(100 -Year Flood) per FIRM HEADWALL PUMP SANDBAGS, CONTRACTOR TO V
' No. 3710780800J, ated ENSURE ALL MATERIALS ARE ON- W v O
R�W _ _ _ WEATHER CONDITIONS SHOSITE AND READY FOR ULD ABEOA LL '
N.
June 18, 2007 i MINIMUM OF FIVE DAYS AFTER ANY w Q
1 3 RAIN EVENT AND NO FORECAST OF O
z �� RAIN FOR 48 -HOURS AFTER J H
EOP Q �- INSTALLATION BEGINS. TOTAL � = z a
INSTALLATION TIME SHOULD BE LESS Ce / r ^
a THAN EIGHT HOURS. V7/
CL _ a 2. INSTALL SANDBAGS TO DEWATER W Z L W W
/ STREET p z CONSTRUCTION AREA. �'
3. INSTALL PUMP AND DEWATERING
0 U.
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ne o EXISTING STREAMBED LEVEL. ,�/ m
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8O -OO �✓�.�I�`�lY `1 INSTALLATION.PUMPING INC STORM DRAIN
RIP -RAP 6. CUT DITCH FOR STORM DRAIN PIPE Q Z
OUTLET O
PIITH BACKHOE. LAY PE ONE FOOT BELOW OSTREDAMBIED .��,�\A ,CARQ/'�i,�
AND INSTALL ENDWALL. 411 Off' FESS/� ���'• 1__��
7. IMMEDIATELY REMOVE SANDBAGS TO ; = Quo < 9 L W
TEMP .
DIVERT FLOW THROUGH STORM
DAMSTO�� DRAIN PIPE. SPREAD OUT STONE SEAL
iz DAM KEEPING RIP -RAP OUTLET 0727 - Q
LEVEL WITH EXISTING O
HEADWALL PLAN VIEW STREAMBEAD. %�0 F O
8. SEED CONSTRUCTION SITE AS NEEDED. %'A NGI NES �� .-F
SANDBAGS PUMP OUTLET Z.
TEMP. q���n r r r u.•�•`.
INLET PIPE STONE
/ DEWATERING PIPE DAM STREAM
BANK
STREAM PROJECT No. 13600009
48" STORM DRAIN BED MARC 4, 2016
SIDE VIEW DRAWING No. 13600009
TEMPOi�AR)" 5TREAM 60 30 Graphic Scale60 120 DRAWN By LRE
CRO551 NO FOR DATE 7/10/2013
5TORM DRAIN INSTALLATION 1 inch = 60 feet
NO SCALE SHEET NO. 3 OF 7

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LINVILLE RIDGE DRIVE - 50' PUBLIC R/W
INFORM TION FOR SIGNAGE IN SUBDIVISIONS
1. All signs shall be made using Type III Sheeting.
2. All "Stop" and "Warning" Signs shall be 30" X 30".
3. All signs s iall be placed on 3 -Ib (1.36 kg) galvanized steel U -channel posts with the
following omments:
a) Use pc1sts of sufficient length to permit appropriate sign mounting height or splice
posts if required.
b) Drive posts to the required depth, being sure they are plumb. Drive the post by
hand or by mechanical means. Protect the posts with appropriate driving cap.
Concrete foundations are not required. In island applications, cored holes shall be
to the soil depth.
c) Replace any post that is bent, or otherwise damaged in driving.
d) Do not weld or cut supports in the field, except for the saw cutting of U -channel
post material for the frames and cross braces that may be required for Type D, E,
and F signs with two or more supports.
e) Use two coats of an approved organic non-aersol zinc repair paint in touching up
the tops of U -channel posts that may have been damaged in driving, cut ends of
U -channel posts, frames and cross -bracing, and damaged areas on these and all
other galvanized material.
This information is posted in the July, 2006 manual "Standard Specifications for
Roads and Structures" in Section 903-3(D) on page 9-15.
4. All Signs will be placed on each road in accordance with the Manual on Uniform
Traffic Control Devices from the FHWA, "Standard Highway Signs" from the
FHWA, North Carolina Department of Transportation "Standard Specifications for
Roads and Structures", "Highway Design Branch Roadway Standard Drawings",
"North Carolina Supplement to the Manual on Uniform Traffic Control Devices" and
the approved plans.
5. A final Inspection Letter will not be issued by the District Office until all required
Signs are properly installed to the appropriate standards with NCDOT approved
materials and inspected by the Division 7 - District 2 (Greensboro) Office or its
authorized representative.
24+00 25+00 26+00 27+00
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\ PPD
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DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOG I ATES, I NG., P.A.
6' MINIMUM, 12' MAXIMUM
FROM EDGE of PAVEMENT
MIN.6'to
12' MAX
PAVEMENT
TYPICAL SIGN LOCATION -
WIDE THROAT INTERSECTION
NOT TO SCALE
zn"
HEIGHT and LATERAL LOCATION
M
w
Ln
M
00
NOT TO SCALE
1 1 1 1 8201
28+00 29+00
SCALE: 1"=40' HORIZ.
1"=4' VERT.
w
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Haw River Road
itr
_
`- Linville Oaks Drive
m
A
a
Linville Ridge Drive
Hollow River Drive
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV DATE DESCRIPTION
7/10/13 RELEASED FOR REVIEW
HUGH CREED ASSOCIATES, INC., P.A.
CONSULTING ENGINEERS & LAND SURVEYORS
P.O. BOX 9623 PHONE: [phone]
1306 W. WENDOVER AVE. OR 336 275-8084
GREENSBORO, N.C. 27408 FAX: [phone]
FIRM LICENSE #C-0551 E-MAIL: HCAOTRIADBIZ,RR.COM
ESS/
SEAL _
10727
�ZO'S� FNGI NEE
Z.
XMA;GH4, 016
OWNER/DEVELOPER:
LINVILLE OAKRIDCE, LLG
A NG LIMITED LIABILITY GO.
243 S. MARSHALL ST.
WIN5TON-5ALEM, NG 27101
REP: MR. CONWAY THRASHER
TELE: 336-3a2-2Tn0
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NOT FOR CC �TRUCTION
�o
-�ILITY RO'c0
"o
Q LU O I=i
y
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
LOCATION
LINVILLE RIDGE
PHASE II
LINVILLE ROAD
OAK RIDGE TOWNSHIP, GUILFORD COUNTY
NORTH CAROLINA
TITLE
LINVILLE RIDGE
DRIVE
STA. 19+50 - 28+50
PROJECT NO. 13600009
DATE: 09/14/15
SCALE: 1"=40'
DRAWN BY: MCS
CHECKED BY: NZC
SHEET % 0Ot��'
5 of / ��
Telephone: [phone]
www.landsolutionsofnc.com
�ND Fax: [phone]
SOLUTIONS Firm License: P-1190
LANG SURVEYING, DESIGN AND PLANNING
200 South Regional Road, Suite 104, Greensboro, NC 27409
Post Office Box 347, Oak Ridge, NC 27310-0347

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EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOCIATES, ING., P.A.
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6' — 6'— — 5'-
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2" 5FG.5A HOT MIX ASPHALT TERRAIN MAX. SLOPE
(AVG. RATE OF 220 LBS/SY FOR I LEVEL
2" LIFT OR 110 LBS/5Y FOR 2 I" LIFTS) ROLLING
10" ABG (GOMPAGTED) HILLY
TYP 1 GAL ROAD SECTION
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NTS
2 1
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Q n"
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10
r.:r-W
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Z -UNE Z
ZONE I
INFORMATION FOR SIGNAGE IN SUBDIVISIONS
1. All signs shall be made using Type III Sheeting.
2. All "Stop" and "Warning" Signs shall be 30" X 30".
3. All signs shall be placed on 3 -Ib (1.36 kg) galvanized steel U -channel posts with the
following comments:
a) Use posts of sufficient length to permit appropriate sign mounting height or splice
posts if required.
b) Drive posts to the required depth, being sure they are plumb. Drive the post by
hand or by mechanical means. Protect the posts with appropriate driving cap.
Concrete foundations are not required. In island applications, cored holes shall be
to the soil depth.
c) Replace any post that is bent, or otherwise damaged in driving.
d) Do not weld or cut supports in the field, except for the saw cutting of U -channel
post material for the frames and cross braces that may be required for Type D, E,
and F signs with two or more supports.
e) Use two coats of an approved organic non-aersol zinc repair paint in touching up
the tops of U -channel posts that may have been damaged in driving, cut ends of
U -channel posts, frames and cross -bracing, and damaged areas on these and all
other galvanized material.
This information is posted in the July, 2006 manual "Standard Specifications for
Roads and Structures" in Section 903-3(D) on page 9-15.
4. All Signs will be placed on each road in accordance with the Manual on Uniform
Traffic Control Devices from the FHWA, "Standard Highway Signs" from the
FHWA, North Carolina Department of Transportation "Standard Specifications for
Roads and Structures", "Highway Design Branch Roadway Standard Drawings",
"North Carolina Supplement to the Manual on Uniform Traffic Control Devices" and
the approved plans.
5. A final Inspection Letter will not be issued by the District Office until all required
Signs are properly installed to the appropriate standards with NCDOT approved
materials and inspected by the Division 7 - District 2 (Greensboro) Office or its
authorized representative.
SCALE: 1"=40' HORIZ.
1"=4' VERT.
Haw River Road
r
`- Linville Oaks Drive
FF
it ;D0
a
Linville Ridge Drive
Hollow River Drive
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV DATE DESCRIPTION
7/10/13 RELEASED FOR REVIEW
HUGH CREED ASSOCIATES, INC., P.A.
CONSULTING ENGINEERS & LAND SURVEYORS
P.O. BOX 9623 PHONE: [phone]
1306 W. WENDOVER AVE. OR 336 275-8084
GREENSBORO, N.C. 27408 FAX: [phone]
FIRM LICENSE #C-0551 E—MAIL: HCAOTRIADBIZ,RR.COM
CAR p� %•,�.
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SEAL
10727
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OWNER/DEVELOPER:
LINVILLE OAKRI O E, LLG
A NO LIMITED LIABILITY GO.
243 S. MARSHALL ST.
HINSTON-SALEM, NO 27101
REP: MR. GONHAY THRASHER
TELE: 336-3Q2-2770
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NOT FORCC �TRUCTION
��JL'�-�ILITY RO,cO
� �o
o .O
V9� A
Q LU O r=n
y
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
LOCATION
LINVILLE RIDGE
PHASE II
LINVILLE ROAD
OAK RIDGE TOWNSHIP, GUILFORD COUNTY
NORTH CAROLINA
TITLE
KENNEDY KELLY CT.
STA. 0+00 - 2+60
48 If STORM CROSSING
PROJECT NO. 13600009
DATE: 9/14/15
SCALE: 1"-40'
DRAWN BY: MCS
VV Q�c5,`���
CHECKED BY: NZC
SHEET 6 of %
Telephone: [phone]
www.IandsoIutionsofnc.com
�ND Fax: [phone]
SOLUTIONS Firm License: P-1190
LANG SURVEYING, DESIGN AND PLANNING
200 South Regional Road, Suite 104, Greensboro, NC 27409
Post Office Box 347, Oak Ridge, NC 27310-0347

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20' PAVEMENT
SHOULDER SHOULDER DITCH
6'
611-51—
I/4" PER FT
I" PER -FT I " PER FT
2" SFQ.5A HOT MIX ASPHALT TERRAIN MAX. SLOPE
(AVC. RATE OF 220 LBS/SY FOR I LEVEL 2 1
2" LIFT OR 110 LBS/5Y FOR 2 I" LIFTS) ROLLING 2 1
10" ABG (GOMPAGTED) HILLY 1-1/2 1
TYi=' 1 GAL ROAD SGT I ON
LOCAL RESIDENTIAL ROAD
NTS
DESIGNERS' NOTE
BOUNDARY, TOPOGRAPHIC,
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION GONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOGIATES, ING., P.A.
35+00 36+00
SCALE: 1"=40' HORIZ.
1"=4' VERT.
Haw River Road
r
`= Linville Oaks Drive
A
a
Linville Ridge Drive
Hollow River Drive
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV I DATE1 11
DESCRIPTION
7/10/13 RELEASED FOR REVIEW
HUGH CREED ASSOCIATES, INC., P.A.
CONSULTING ENGINEERS & LAND SURVEYORS
P.O. BOX 9623 PHONE: [phone]
1306 W. WENDOVER AVE. OR 336 275-8084
GREENSBORO, N.C. 27408 FAX: [phone]
FIRM LICENSE #C-0551 E—MAIL: HCAOTRIADBIZ,RR.COM
SEAL
10727
s2 Z:
'•o'A,Q FNGI NEE �/0>'
Z.
SEPTE BER (—;4'—
OWN
, 015
ER/
COMBS, INC.
C/o KEVAN COMBS
P.O. BOX 790
OAK RIDGE, NC 27310
P1, 111-111-1279
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NOT FORoC%TRUCTION
��JL��-�ILITY RO,cO
Q LU O r=n
'D IIII% I II y
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
LOCATION
LINVILLE RIDGE
840 PHASE I I I
LINVILLE ROAD
OAK RIDGE TOWNSHIP, GUILFORD COUNTY
NORTH CAROLINA
TITLE
LINVILLE RIDGE
DRIVE
STA. 28+50 - 35+00
830 PROJECT NO. 13600009
DATE: 6/25/13
SCALE: 1"=40'
DRAWN BY: LRE
CHECKED BY: LRE
SHEET %
7 of /
Telephone: [phone]
820 www.landsolutionsofnc.com
LAND Fax: [phone]
SOLUTIONS Firm License: P-1190
LANG SURVEYING, DESIGN AND PLANNING
200 South Regional Road, Suite 104, Greensboro, NC 27409
Post Office Box 347, Oak Ridge, NC 27310-0347
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28+00 29+00 30+00 31+00
K ►moll
K9IM1I11
— J.7
_�i 33 ono
Kmlffl
S0,
i S'�
i
50' RIGHT OF WAY
20' PAVEMENT
SHOULDER SHOULDER DITCH
6'
611-51—
I/4" PER FT
I" PER -FT I " PER FT
2" SFQ.5A HOT MIX ASPHALT TERRAIN MAX. SLOPE
(AVC. RATE OF 220 LBS/SY FOR I LEVEL 2 1
2" LIFT OR 110 LBS/5Y FOR 2 I" LIFTS) ROLLING 2 1
10" ABG (GOMPAGTED) HILLY 1-1/2 1
TYi=' 1 GAL ROAD SGT I ON
LOCAL RESIDENTIAL ROAD
NTS
DESIGNERS' NOTE
BOUNDARY, TOPOGRAPHIC,
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION GONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOGIATES, ING., P.A.
35+00 36+00
SCALE: 1"=40' HORIZ.
1"=4' VERT.
Haw River Road
r
`= Linville Oaks Drive
A
a
Linville Ridge Drive
Hollow River Drive
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV I DATE1 11
DESCRIPTION
7/10/13 RELEASED FOR REVIEW
HUGH CREED ASSOCIATES, INC., P.A.
CONSULTING ENGINEERS & LAND SURVEYORS
P.O. BOX 9623 PHONE: [phone]
1306 W. WENDOVER AVE. OR 336 275-8084
GREENSBORO, N.C. 27408 FAX: [phone]
FIRM LICENSE #C-0551 E—MAIL: HCAOTRIADBIZ,RR.COM
SEAL
10727
s2 Z:
'•o'A,Q FNGI NEE �/0>'
Z.
SEPTE BER (—;4'—
OWN
, 015
ER/
COMBS, INC.
C/o KEVAN COMBS
P.O. BOX 790
OAK RIDGE, NC 27310
P1, 111-111-1279
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NOT FORoC%TRUCTION
��JL��-�ILITY RO,cO
Q LU O r=n
'D IIII% I II y
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
LOCATION
LINVILLE RIDGE
840 PHASE I I I
LINVILLE ROAD
OAK RIDGE TOWNSHIP, GUILFORD COUNTY
NORTH CAROLINA
TITLE
LINVILLE RIDGE
DRIVE
STA. 28+50 - 35+00
830 PROJECT NO. 13600009
DATE: 6/25/13
SCALE: 1"=40'
DRAWN BY: LRE
CHECKED BY: LRE
SHEET %
7 of /
Telephone: [phone]
820 www.landsolutionsofnc.com
LAND Fax: [phone]
SOLUTIONS Firm License: P-1190
LANG SURVEYING, DESIGN AND PLANNING
200 South Regional Road, Suite 104, Greensboro, NC 27409
Post Office Box 347, Oak Ridge, NC 27310-0347