20190809 Ver 1_More Information Received_20190808

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 1
20190809
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Stephanie Goss: eads\szgoss
Select Reviewing Office:* Raleigh Regional Office - [phone]
Submittal Type:*
Application Attachments
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
r Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Robin M. Perez
Who is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
201900541 Yes
20170001 (no dashes)
Project Name: Adam's Vineyards
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Wake
Please upload all files that need to be submited.

Click the upload button or drag and drop files here to attach docurrent
Adams_Vineyards—Addendum—PCN
_08.05.19
75.99KB
DRAFT LNH.pdf
01. Adams Vineyards Impact Maps 2019-07-31.pdf
1.57MB
02. Adams Vineyards 2019-07-22 (No Seal).pdf
15.68MB
03. 07.26.19 Neu -Con SOA - Meadow Spring -
144.47KB
Adam's Vineyards.pdf
04. 08.02.19 Buffer SOA - Adam's Vineyards.pdf
123.93KB
Only pdf or Ivrz files are accepted.
Describe the attachments:
PCN Addendum, revised Impact maps and construction plans, Statement of Availability for stream and wetland
mitigation and Statement of Availability for buffer mitigation
V By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
,Owrew eW
Submittal Date: Is filled in automatically.

EERING | ENVIRONMENTAL | SURVEYING | GIS | LANDSCAPE ARCHITECTURE | CONSTRUCTION SERVICES
SERVICES
5401 Trinity Road, Suite
102
Raleigh, North Carolina

P 919.866.4951
F 919.859.5663
www.timmons.com

August 8, 2019

Mr. James Lastinger Electronic submission via email
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Re: Adam’s Vineyards
Request for Additional Information
Wake County, North Carolina

Applicant: Stancil Builders, Inc
466 Stancil Road
Angier, North Carolina
Dear Mr. Lastinger,

Timmons Group received USACE’s Request for Additional Information (RAI) via email on July
12, 2019. In response to the RAI, please find below the numbered responses that correspond to
the USACE observations and comments. For clarity, the specific information requests in your
email have been restated below in italics with the responses following in plain text.

1) Based on the submitted PJD request and site visit on March 26, 2019 requested impacts
do not match aquatic features on site. Proposed impacts within the PCN indicate open
waters, based on the delineation and site visit proposed impacts to aquatic features are
wetlands within an existing drained pond. Please adjust these within the PCN to accurately
reflect proposed impacts on site.

The proposed project requires 2,577 linear feet of road construction, resulting in a
permanent impact of 0.205-acres of a PEM wetland along the proposed road to be named
Cabernet Franc Drive.
Per DWR guidance, Neuse River Buffers were measured off of the delineated former
pond boundaries. Per these boundaries, the aforementioned impacts for the Cabernet
Franc Drive road crossing and associated grading will involve a total of 0.121-acres of
permanent Zone 1 buffer impacts and 0.078-acres of permanent Zone 2 buffer impacts.
The road crossing will involve the installation of a 30-inch Reinforced Concrete Pipe
(RCP) culvert, which will be countersunk underneath Cabernet Franc Drive to maintain
the hydrologic connection between the up gradient and down gradient portion of the

drainage system. The culvert outfall is designed with an energy dissipater pad constructed
of class B riprap.
An additional 0.015-acres of permanent Zone 2 buffer impacts associated with grading
for Grenache Lane will occur.

Temporary impacts associated with the project will include 0.150-acres of temporary
Zone 2 buffer impact for temporary sediment and erosion control measures at two
locations, Sediment Basin #1 (totaling 0.113-acres) and Sediment Basin #3 (totaling
0.037-acres). The temporary impacts consist of sediment basins, which are required to
satisfy sedimentation and erosion control requirements without disturbing areas with
useable septic soil. At the conclusion of construction, the sediment basins will be
removed per the basin removal sequence on the construction drawing set (Sheet C5.0).
The contractor will then complete fine grading and perform seedbed preparation, seed,
and mulch all disturbed areas within 7 days per the ground stabilization schedule on the
construction drawing set (Sheet C5.0).

Please see the revised impact tables below for a summary of proposed impacts.

D.2. Wetland Impacts
2a. Site # 2a1 Reason 2b.
Impact
type
2c. Type
of W.
2d.
W.
name
2e.
Forested
2f. Type of
Jurisdiction
2g.
Impact
area
Road
Crossing/Grading
Cabernet Franc
Drive
Road
Crossing/Grading P Headwater
Forest
A
(PEM) No Both 0.205

D.6. Buffer Impacts
Impact Name 6b. Impact
Type
6c. Per or
Temp
6d.
Stream
Name
6e. Buffer
mitigation
required
6f. Zone
1 impact
(sq. ft.)
6g. Zone 2
impact (sq.
ft.)
Cabernet
Franc Drive Allowable Per N/A No 5,282 3,380
Grenache
Lane
Allowable w.
Mitigation Per N/A Yes 0 652
Sediment
Basin 1 Exempt Temp N/A No 0 4,911
Sediment
Basin 3 Exempt Temp N/A No 0 1,631

D.6h. Total Buffer Impacts
Zone 1 Zone 2
Total Temporary Impacts 0.00 6,542.00
Total Permanent Impacts 5,282.00 4,032.00
Total Combined Buffer Impacts 5,282.00 10,574.00

2) Proposed impacts are greater than 0.1 acre of wetlands on site. Per the NWP conditions a
mitigation proposal is required for wetland losses greater than 0.1 acre. No mitigation
proposal was submitted with the PCN. Please submit a mitigation proposal for wetland
impacts associated with this project.

The applicant proposes to provide 2:1 mitigation for impacts to 0.205 acres of wetland.

Total compensation for the project is as follows:
Wetland mitigation credits will be purchased using the Neu-Con Wetland & Stream
Umbrella Mitigation Bank at ratios of 2:1 for PEM wetland impacts (0.205 acres x 2 = 0.41
acres) for a total of 0.41 acre of riparian wetland mitigation credits.

Additionally, the proposed project involves 652-sq. ft. (0.015-acres) of permanent impact
to Zone 2 Buffer areas resulting from road impacts not associated with a stream crossing.
Therefore, Zone 2 Buffer mitigation for this impact is required at a 1.5:1 ratio. Therefore,
the applicant proposes to purchase additional mitigation credits using the Neu-Con
Wetland & Stream Umbrella Mitigation Bank for a total of 978-sq. ft. of Zone 2 Buffer.

Please see the attached Statement of Availability Letters from Caitlan B. Parker of
Resource Environmental Solutions, LLC.

Please contact Lauren Norris-Heflin at [phone] or [e-mail] if
you have questions concerning the information that is provided.

Sincerely,
Timmons Group

Lauren Norris-Heflin
Environmental Scientist II

Attachments
1. Adams Vineyards Impact Maps
2. Adams Vineyards Construction Drawings
3. EBX-Neuse I, LLC Stream and Wetland Banks; Statement of Availability July 26, 2019
4. EBX-Neuse I, LLC Buffer Mitigation Banks; Statement of Availability August 2, 2019

CC Stephanie Goss, NC DENR

EBX Buffer Mitigation Banks
Statement of Availability August 2, 2019

NC Division of Water Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604

Re Project: Adam’s Vineyards

This document confirms that Stancil Builders, Inc (Applicant) for the Adam’s Vineyards (Project) has
expressed an interest to utilize 978 Square Feet of Riparian Buffer Mitigation Credits from one of the
following banks, EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES Neuse
Buffer and Nutrient Offset Umbrella Mitigation Bank, or EBX Upper Neuse Riparian Buffer Umbrella
Mitigation Bank. Specific bank sites that may be debited are Arrington Bridge I, Buffalo Branch, Selma
Mill, Cedar Grove, Hatley, Ezell, Hannah Bridge, Stone Creek, Meadow Spring, and Polecat, all located
in HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC and EBX, attests to the fact that
mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1075 or [e-mail] if you have any questions or need additional
information.
Best Regards,

Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

Bank Sponsor – EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)

EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability July 26, 2019

U.S. Army Corps of Engineers
James Lastinger
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587

Re Project: Adam’s Vineyards

This document confirms that Stancil Builders, Inc. (Applicant) for the Adam’s Vineyards (Project) has
expressed an interest to utilize 0.41 Riparian Wetland Mitigation Credits from the EBX-Neuse
sponsored Neu-Con Wetland & Stream Umbrella Mitigation Bank, specifically 0.41 from the Meadow
Spring Site in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC, attests to the
fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1075.
Best Regards,

Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
NTS
SITE DATA
SITE
RESIDENTIAL AGRICULTURAL CONDITIONAL ZONING DISTRICT (RA-CZD)
REZONING CONDITIONS (REZ-2018-13):
1.FEE SIMPLE PROPERTY DEDICATION ALONG NC HWY 42 TO THE TOWN FOR A
GATEWAY SIGN. THE APPROXIMATE SIZE OF THE PROPERTY WOULD BE 20' X 20'.
2.NO VINYL SIDING ON THE FACADE OF THE HOME WITH THE EXCEPTION OF TRIM
AND WINDOWS.
3.THE USE OF GARAGE DOORS WITH DECORATIVE TRIM/ FEATURES.
4.ANTI-MONOTONY PROVISIONS FOR HOUSE STYLES.
THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING
PLANS, AND THE STANDARD SPECIFICATIONS OF THE TOWN OF FUQUAY-VARINA. THE
ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT THE
STANDARD SPECIFICATIONS OF THE TOWN OF FUQUAY-VARINA HAVE BEEN
THOUROUGHLY CHECKED AND ARE APPLICABLE TO THIS PROJECT. ANY EXCEPTIONS TO
THE STANDARD SPECIFICATIONS APPLICABLE ARE SHOWN ON THIS SHEET.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C0.0-COVR.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
VICINITY MAP
1" = 500'
ADAMS VINEYARDS
SUBDIVISION CONSTRUCTION DRAWINGS
TOWN OF FUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA
C0.0 COVER SHEETSHEET INDEX
SHEET NUMBER SHEET TITLE
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS & DEMOLITION PLAN
C2.0 SITE PLAN
C3.0 UTILITY PLAN
C4.0 GRADING & DRAINAGE PLAN
C5.0 EROSION & SEDIMENTATION CONTROL PLAN
C6.1 JOYCE DRIVE & GRENACHE LANE PLAN & PROFILE
C6.2 CABERNET FRANC DRIVE PLAN & PROFILE (9+50 TO 22+00)
C6.3 CABERNET FRANC DRIVE PLAN & PROFILE (19+50 TO 30+50)
C6.4 JOHN ADAMS ROAD PLAN & PROFILE
C6.5 NC HWY 42 MULTI-PATH PLAN & PROFILE
C7.0 LANDSCAPING PLAN
C8.1 NOTES & DETAILS
C8.2 NOTES & DETAILS
C8.3 NOTES & DETAILS
C8.4 NOTES & DETAILS
C8.5 NOTES & DETAILS
RESIDENTIAL
0696-67-0266, PARTIAL OF 0696-57-3244
PROPOSED USE:
ZONING:
PINS:
(RA-CZD) - RESIDENTIAL AGRICULTURAL CONDITIONAL
ADAMS VINEYARDS SUBDIVISIONPROJECT:
ENGINEER:
KEITH ROBERTS, PE
PHONE: [phone]
RALEIGH, NC 27607
5410 TRINITY ROAD; SUITE 102
TIMMONS GROUP
FAX: [phone]
EMAIL: [e-mail]
STANCIL VINEYARD, LLC
TOTAL PARCEL AREA:44.72 ACRES
466 STANCIL ROAD
3315 JOHN ADAMS ROADPROPERTY LOCATION:
DEVELOPER/OWNER:
ANGIER, NC, 27501
TOWNSHIP:PANTHER BRANCH
42.81 ACRES
PHONE: [phone]
ZONING DISTRICT
TOTAL PROJECT AREA:
42.49 ACRESTOTAL PROJECT AREA
(AFTER ROW DEDICATION):NAD 83N
C

H
W
Y

4
2
JOHN ADAMS RD
16''

W
16''

W
16''
W
16''
W
16'' W
16'' W
XXXOHPOHPOHPW
W NCSR # 274760' PUBLIC R/WJOHN ADAMS ROADN
C

H
W
Y

4
2
10
0
'

P
U
B
L
I
C

R
/
W
EJCA, LLC
D.B. 16799 PG. 789
B.M. 2011 PG. 1255
PIN # 0696671429
PARTIAL OF
JCLARKA LLC
D.B. 015081 PG. 02124
PIN # 0696573244
OGBURN FARMS, LLC D.B.
12585 PG. 1215 PIN #
0696666152
PARTIAL OF
JCLARKA LLC
D.B. 015081 PG. 02124
PIN # 0696573244
PARTIAL OF
JCLARKA LLC
D.B. 015081 PG. 02124
PIN # 0696573244
THE MATA FAMILY, LLC
D.B. 15025 PG. 103
PIN # 0696454759
WOOLARD BARBARA
& PATRICIA
D.B. 4958 PG. 110
B.M. 2000 PG. 516
PIN # 0696269855
RANDAL G. CARTER D.B.
8748 PG. 1579 B.M. 1998
PG. 2387 PIN # 0696473658
PARTIAL OF JCLARKA LLC
D.B. 015081 PG. 02124
PIN # 0696573244
315315315310305300300305315
3
1
5
3
1
0
3
1
5 320325330 335
3
3
5
340
3
4
0
335330325320
EXISTING WELL TO BE
ABANDONED PER WAKE
COUNTY REQUIREMENTS
EXISTING POND
EXISTING POND
SUITABLE SOILS
SUITABLE SOILS
WAKE COUNTY FLOOD
HAZARD SOILS
WAKE COUNTY
FLOOD HAZARD SOILS
FEMA 100-YEAR
FLOODPLAIN
EXISTING SITE
BOUNDARY
EXISTING SITE
BOUNDARY
EXISTING HERITAGE TREE
TO BE REMOVED
EXISTING HERITAGE
TREE TO REMAIN
EXISTING HERITAGE
TREE TO REMAIN
EXISTING HERITAGE
TREE TO REMAIN
ENCROACHING
FENCE TO
REMAIN
WAKE COUNTY FLOOD
HAZARD SOILS
40' HERITAGE
TREE BUFFER
40' HERITAGE
TREE BUFFER
40' HERITAGE
TREE BUFFER
EXISTING GRAVEL
PATH TO BE REMOVED
INV 331.60'
INV 330.60'
EX. 18" RCP
EXISTING 16" DIP
WATERLINE
L1L2L3L4L5 L6L7L8
L9
L10
L11 L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37L38
L39
BENCHMARK
NCGS "BARBER"
NC GRID
NAD 83 (2012B)
NAVD 88
N: 667680.37'
E: 2096070.99'
ELEV: 339.94'
EXISTING WELL TO REMAIN.
PROPOSED SEPTIC SYSTEMS SHALL
NOT BE LOCATED IN THE SHOWN
100' RADIUS.
EX. 12" CPP
TO BE REMOVED
EX. 15" CPP TO
BE REMOVED
FEMA ZONE X
WETLANDS
WETLANDS
WETLANDS
WETLANDS
50' NEUSE
RIPARIAN
BUFFER
50' NEUSE
RIPARIAN
BUFFER
50' NEUSE
RIPARIAN
BUFFER
50' NEUSE
RIPARIAN
BUFFER
WETLANDS
1" = 100'NAD 830
SCALE 1"=100'
200'100'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C1.0-EXST.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
FLOOD HAZARD SOILS
SUITABLE SOILS
ADJACENT PROPERTY LINE
EXISTING ROAD CENTER
EXISTING CONTOUR
FEMA 100-YR FLOODPLAIN
STREAM CENTERLINE
1.BOUNDARY TAKEN FROM SURVEY BY BENTON W. DEWAR AND ASSOCIATES
DATED FEBRUARY 15, 2018.
2.TOPOGRAPHIC DATA TAKEN FROM SURVEY BY BENTON W. DEWAR AND
ASSOCIATES DATED AUGUST 27, 2018.
3.ADJOINER PROPERTY INFORMATION AND ADDITIONAL TOPOGRAPHIC DATA
SHOWN HAVE BEEN COMPILED FROM WAKE COUNTY GIS.
4.SOIL INFORMATION SHOWN IS BASED ON SOIL EVALUATION PREPARED BY
CENTRAL CAROLINA SOIL CONSULTING, PLLC DATED FEBRUARY 2, 2018.
5.PROJECT PROPERTY DOES NOT LIE WITHIN A FEMA SPECIAL FLOOD HAZARD
AREA PER FEMA FIRM MAP PANEL NO. 3720069600J DATED MAY 2, 2006.
6.PER WAKE COUNTY GIS, THIS SITE DOES CONTAIN FLOOD HAZARD SOIL
LOCATIONS. AFTER PRELIMINARY APPROVAL, FLOOD HAZARD AREAS SHALL
BE DELINEATED AND/OR EVALUATED TO DETERMINE IF A FLOOD STUDY WILL
NEED TO BE CONDUCTED. THE APPLICABLE FLOOD STUDY STANDARDS PER
TP-02-01 SHALL BE FOLLOWED AND A COPY OF THE RESULTS SUBMITTED AT
THE TIME OF CONSTRUCTION DRAWINGS.
GENERAL NOTES
EXISTING LEGEND
EXISTING SITE BOUNDARY
1.HERITAGE TREES SHOWN WITHIN PERIMETER BUFFER, PER SURVEY
COMPLETED BY BENTON W. DEWAR AND ASSOCIATES DATED JUNE 29, 2018.
2.ALL CLEAR CUTTING MUST BE IN COMPLIANCE WITH PART 9, ARTICLE I,
ENVIRONMENTAL PROTECTION CODE, SECTION 9-1406, CLEAR CUTTING AND
PROTECTION OF HERITAGE TREES REGULATIONS TO BE FURTHER SHOWN
IN DETAIL AT THE SUBDIVISION CONSTRUCTION PLAN SUBMITTAL.
3.THE HERITAGE TREES SHOWN ON THE PLANS ARE REQUIRED TO REMAIN BY
THE FV LAND DEVELOPMENT ORDINANCE. REMOVAL OF HERITAGE TREES
BY THE PROPERTY OWNER WILL REQUIRE REPLACEMENT TREES TO BE
PROVIDED AS SPECIFIED IN SECTION 9-1406 OF THE LDO.
4.DETAILS OF THE HERITAGE TREE PROTECTION MEASURES WILL BE SHOWN
ON THE CONSTRUCTION DRAWINGS TO PROTECT ALL HERITAGE TREES
THAT WILL NOT BE REMOVED.
HERITAGE TREE NOTES
C1.0 EXISTING CONDITIONS & DEMOLITION PLANLINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
LENGTH
365.17'
1397.47'
478.79'
298.51'
405.78'
610.66'
604.25'
58.33'
210.81'
271.43'
101.55'
101.10'
100.45'
99.31'
99.12'
97.01'
99.07'
102.38'
99.88'
17.30'
BEARING
S50° 11' 03.86"W
N88° 44' 21.48"W
N10° 46' 28.89"E
S88° 50' 12.32"E
S88° 52' 30.60"E
N1° 30' 13.99"E
N1° 31' 45.79"E
N1° 31' 45.79"E
S57° 28' 51.58"E
S56° 46' 20.57"E
S57° 19' 45.42"E
S59° 44' 55.18"E
S60° 34' 27.90"E
S59° 37' 58.09"E
S66° 05' 40.84"E
S65° 10' 35.75"E
S67° 06' 22.21"E
S67° 33' 54.14"E
S71° 35' 15.16"E
S71° 23' 17.30"E
LINE TABLE
LINE
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
LENGTH
51.20'
320.05'
229.64'
28.83'
51.02'
48.77'
24.86'
24.86'
10.07'
10.07'
27.67'
40.16'
43.91'
48.19'
119.45'
30.05'
575.89'
150.00'
221.67'
BEARING
S6° 32' 55.62"W
S6° 32' 55.62"W
S78° 10' 57.85"E
S78° 10' 57.85"E
S30° 32' 59.56"W
S29° 56' 50.20"W
S28° 33' 00.78"W
S28° 33' 00.78"W
S26° 14' 59.61"W
S26° 14' 59.61"W
S26° 14' 59.60"W
S23° 57' 36.62"W
S22° 14' 26.64"W
S20° 16' 00.83"W
S20° 05' 19.84"W
N73° 12' 08.20"W
N73° 12' 08.20"W
S12° 56' 45.45"W
S73° 32' 48.71"E
W
RANDAL G. CARTER D.B.
8748 PG. 1579 B.M. 1998
PG. 2387 PIN # 0696473658
WOOLARD BARBARA & PATRICIA
D.B. 4958 PG. 110
B.M. 2000 PG. 516
PIN # 0696269855
THE MATA FAMILY, LLC
D.B. 15025 PG. 103
PIN # 0696454759
OGBURN FARMS, LLC D.B.
12585 PG. 1215 PIN #
0696666152
EJCA, LLC
D.B. 16799 PG. 789
B.M. 2011 PG. 1255
PIN # 0696671429
PARTIAL OF
JCLARKA LLC
D.B. 015081 PG. 02124
PIN # 0696573244
PARTIAL OF JCLARKA LLC
D.B. 015081 PG. 02124
PIN # 0696573244
PARTIAL OF
JCLARKA LLC
D.B. 015081 PG. 02124
PIN # 0696573244
PARTIAL OF
JCLARKA LLC
D.B. 015081 PG. 02124
PIN # 0696573244
JOY
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OPEN SPACE
AREA #2
726,295 SF
OPEN SPACE
AREA #1
25,864 SF
50' P
U
B
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R
.
O
.
W
.50' PUBLI
C
R.
O.
W.
50' P
U
B
L
I
C

R
.
O
.
W
.
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
*
*
*
*
*
MAX IMP:
4,500 SF
11
24657 SF
0.57 AC
10
24584 SF
0.56 AC
17
25020 SF
0.57 AC
18
25020 SF
0.57 AC
14
26210 SF
0.60 AC
15
31176 SF
0.72 AC
12
23916 SF
0.55 AC
13
24993 SF
0.57 AC
9
30307 SF
0.70 AC
7
26490 SF
0.61 AC
8
30271 SF
0.69 AC
5
25431 SF
0.58 AC
6
24124 SF
0.55 AC
21
25468 SF
0.58 AC
3
28067 SF
0.64 AC
27
30982 SF
0.71 AC
20
36621 SF
0.84 AC
2
38139 SF
0.88 AC
19
30839 SF
0.71 AC
1
34653 SF
0.80 AC
26
24954 SF
0.57 AC
16
50824 SF
1.17 AC
25
31687 SF
0.73 AC
24
45748 SF
1.05 AC
23
24814 SF
0.57 AC
22
25405 SF
0.58 AC
4
45314 SF
1.04 AC
28
24811 SF
0.57 AC
24A
17658 SF
0.41 AC
25A
17145 SF
0.39 AC
31
21276 SF
0.49 AC
29
21868 SF
0.50 AC 30
21333 SF
0.49 AC
32
20560 SF
0.47 AC
2
2
1
'
113'
91'
2
1
6
'137'45'113'112'75'39'44'66'20'51'19'22'53'
66'204'42'
51
'
32'
159'
108'
52'
4
7
'
1
8
6
'44'95'
90'
90'
154'278'90'
90'
68'278'278'23'
10
0
'
22'
44'199'34'143'227'77'12'9'209'210'130'90'89'116'144'32'181'
28
2
'
265'
262'
275'
270'53'30'
57'
45'
105'
64'
37'
98'
102
'
24'
78'
10
0
'
10
3
'
27
'
76
'
50
'
11
3
'
10
1
'
8'
17
4
'331'209'82'105'128'107'320'
148'
186'
210'
179'247'79'
98'
109'
122'
277'
81'
44'
12
3
'
8'
1
1
1
'78'70'7'14'134'5
1
'273'5'
6
9
'193'237'
221'190'132'137'144'129'
10'
195'129'42'41'162'188'107'158'219'33'121'78'38'211'58'
110'229'97'
99'49'97'190'112'
7'
130'32'9'49'25'25'11'10'6'11'44'9'
52'113'148'MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
SITE BOUNDARY
TEMPORARY
TURNAROUND
SITE BOUNDARY
10' DEDICATED
RIGHT-OF-WAY
R30'
20' PUBLIC
UTILITY EASEMENT
R30'
WAKE COUNTY
FLOOD HAZARD SOILS
WAKE COUNTY
FLOOD HAZARD SOILS
MAILBOX
KIOSK
(SEE INSET)
20'x20' PUBLIC TOWN
OF FUQUAY VARINA
SIGN EASEMENT
MAX IMP:
4,500 SF
STANDARD 30"
CURB & GUTTER
EXISTING HERITAGE
TREE TO REMAIN
EXISTING HERITAGE
TREE TO REMAIN
EXISTING HERITAGE
TREE TO REMAIN NCSR # 274760' PUBLIC R/WJOHN ADAMS ROADN
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OFFSITE
SEPTIC
OFFSITE
SEPTIC
20' PUBLIC
UTILITY EASEMENT
117'
93'
90'
90'
90'
90'
90'
90'
90'
END OF ROAD
MARKER
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
10' SIDE PATH
5' SIDEWALKGRENACHELANE
20' PRIVATE
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
TURNAROUND
EASEMENT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
R25'
R35'
20' TYPE C TRANSITIONAL
THOROUGHFARE BUFFER
5' PUBLIC
UTILITY
EASEMENT
5' PUBLIC
UTILITY
EASEMENT
MAX IMP:
4,500 SF
MAX IMP:
4,500 SF
EXISTING WELL TO REMAIN.
PROPOSED SEPTIC SYSTEMS
SHALL NOT BE LOCATED IN
THE SHOWN 100' RADIUS.
30'x30' PRIVATE
SIGN EASEMENT
NON-BUILDABLE
NON-BUILDABLE
10'x70' SDT
10'x70' SDT
R40'
R25'
R35'
R40'
N69°12'46"W
71.97'
R=2
0
5
'
L=14
.
2
7
'
N73°
1
2
'
0
8
"
W
295.7
8
'
R
=
1
8
0
'
L=
1
0
5
.
0
1
'
N39°46'40"W
13.97'N17°18'54"W32.61'R=150'L=79.22'N12°56'45"E110.00'R=150'L=97.59'N50°13'20"
E
255.12'N50°13'20"E
14.08'R=205'L=156.38'N6°30'54"E20.50'R=205'L=239.02
'
N6
0
°
1
7
'
2
1
"
W
12
3
.
1
9
'
R=
2
0
5
'
L=3
9
.
3
6
'
N71°17'25"W
44.38'
N71°
1
7
'
2
5
"
W
709.
6
6
'
S71°17'25"E
28.00'N18°42'35"E135.00'WAKE COUNTY FLOOD
HAZARD SOILS
FEMA 100-YEAR
FLOODPLAIN
20' PRIVATE
SUPPLY LINE
AND ACCESS
EASEMENT
20' PUBLIC
UTILITY EASEMENT
20' PRIVATE
SUPPLY LINE
AND ACCESS
EASEMENT
20' PUBLIC UTILITY
EASEMENT & PRIVATE
SUPPLY LINE AND
ACCESS EASEMENT
100 YEAR
BACKWATER
EASEMENT
ELEV: 330.50'
MIN. FFE:
332.40'
FEMA ZONE X
R1-1 & D3-1 SIGNAGE
R1-1 & D3-1
SIGNAGE
R1-1 & D3-1
SIGNAGE
WETLANDS
EXISTING POND
EXISTING POND
WETLANDS
WETLANDS
WETLANDS
50' NEUSE RIPARIAN BUFFER
50' NEUSE RIPARIAN BUFFER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C2.0-SITE.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
0
SCALE 1"=100'
200'100'
GENERAL NOTES
PROPERTY LINE
EXISTING ROAD CENTER
EXISTING CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PROPOSED EOP
FLOOD HAZARD SOILS
SUITABLE SOILS
LEGEND
OPEN SPACE NAD 831" = 100'
FEMA 100 YR FLOODPLAIN
0
SCALE 1"=30'
60'30'
MAIL KIOSK INSET
GRENACHE
LANE
MAIL KIOSK
MAIL KIOSK EASEMENT
22'22'22'
8'
5'
C2.0 SITE PLANPUBLIC SIDEWALK EASEMENT
TYPICAL STREET SECTION
6' DITCH
4:1 3:1
1/4" PER FOOT
50'
24'
PAVEMENT
RIGHT OF WAY
C/L
V-DITCH1" PER FT.
6'
SHOULDER
8" CABC
2.5" SF9.5B
6' DITCH
1/4" PER FT.
5' SW 3:1
3:
1
10'
SIDEWALK
EASEMENT
6' DITCH
4:13:
1
1/4" PER FOOT
V-DITCH 1" PER FT.
6'
SHOULDER
TOTAL PARCEL AREA
TOTAL PROJECT AREA
TOTAL PROJECT AREA (AFTER ROW DEDICATION)
PIN NUMBERS
ZONING
EXISTING USE
PROPOSED USE
PROPOSED IMPERVIOUS AREA
OPEN SPACE PROVIDED
AREA IN ROW
AREA IN LOTS
AREA IN SEPTIC LOTS
LINEAR STREET FOOTAGE
TOTAL LOTS
AVERAGE LOT SIZE
MIN. LOT SIZE
MIN. LOT SIZE REQUIRED
MIN. LOT WIDTH REQUIRED
LOT SETBACKS:
FRONT
SIDE
REAR
CORNER
44.72 AC
42.81 AC
42.49 AC
0696-67-0266
PART. OF 0696-57-3244
RA-CZD
AGRICULTURE
SINGLE FAMILY
4.97 AC (11.69%)
17.27 AC (40.64%)
3.16 AC
21.25 AC
0.80 AC
2,577 LF
32
28,927 SF
20,560 SF
20,000 SF
90 LF
35'
15'
30'
25'
TOTAL OPEN SPACE PROVIDED
OPEN SPACE AREA #1
OPEN SPACE AREA #2
17.27 AC (40.64%)
0.59 AC
16.67 AC
TOTAL SITE AREA
IMPERVIOUS IN 32 LOTS (4,500 SF/LOT)
IMPERVIOUS IN ROADWAY
TOTAL IMPERVIOUS
PERCENT IMPERVIOUS
JOYCE DRIVE
CABERNET FRANC DRIVE
GRENACHE LANE
500 LF
1,917 LF
160 LF
1,850,846 SF
144,000 SF
72,392 SF
216,392 SF
11.69%
42.49 AC
3.31 AC
1.66 AC
4.97 AC
SITE DATA
STREET DATA
OPEN SPACE DATA
IMPERVIOUS AREA DATA
1.BOUNDARY INFORMATION TAKEN FROM SURVEY BY BENTON W. DEWAR AND ASSOCIATES,
PLS DATED FEBRUARY 15, 2018.
2.EXISTING STRUCTURES TO BE REMOVED PRIOR TO CONSTRUCTION. WELL AND SEPTIC TO
BE ABANDONED PRIOR TO CONSTRUCTION.
3.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE
RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR
SERVICE BEFORE DIGGING.
4.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH FUQUAY VARINA AND
NCDOT STANDARDS AND SPECIFICATIONS.
5.ALL STREETS SHALL BE PUBLIC.
6.ALL UTILITIES SHALL BE UNDERGROUND.
7.EACH LOT WILL BE SERVED BY FUQUAY VARINA PUBLIC WATER.
8.EACH LOT WILL BE SERVED BY AN INDIVIDUAL SEPTIC SYSTEM.
9.FUQUAY VARINA EROSION CONTROL PERMIT WILL BE REQUIRED.
10.FUQUAY VARINA EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH.
11.CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION.
12.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE.
13.NCDOT DRIVEWAY PERMIT WILL BE REQUIRED PRIOR TO FINAL PLAT APPROVAL.
14.STREET NAMES MUST BE APPROVED BY WAKE COUNTY GIS PRIOR TO FINAL PLAT.
15.BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH "*", THE BUILDER MAY
NEED TO OBTAIN A FLOOD HAZARD PERMIT FROM FUQUAY VARINA. THE BUILDER'S
ENGINEER, ARCHITECT, AND/OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY THAT ALL
FLOOD HAZARD REQUIREMENTS ARE MET. THERE SHALL BE NO FILLING OR ERECTION OF
PERMANENT STRUCTURES IN THE AREAS OF FLOOD HAZARD SOILS OR FEDERAL
EMERGENCY MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY
IS APPROVED BY FUQUAY VARINA AND/OR FEMA.
16.A LICENSED SOIL SCIENTIST WILL SUBMIT A SOILS REPORT THAT MEETS THE
SPECIFICATIONS OF ENVIRONMENTAL SERVICES. THIS REPORT MUST DEMONSTRATE THAT
ADEQUATE SOILS EXIST ON EACH LOT TO SUPPORT THE REQUIRED SEPTIC SYSTEM AND
REPAIR AREA.
17.DEDICATED OPEN SPACE AREAS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS
ASSOCIATION.
18.MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH INDIVIDUAL LOT WILL BE
STRINGENTLY ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY. PLANS APPROVED
WITH A MAXIMUM IMPERVIOUS SURFACE OF 4,500 SF PER LOT.
SIGN QUANTITIES
(3) - 12" STREET SIGN (D3-1)
(3) - 30" STOP SIGN (R1-1)
16''

W
16''

W
16''
W
16''
W
16'' W
16'' W
W
11
10
17
18
14
15
12
13
9
7
8
5
6
21
3
27
20
2
19
1
2616
25
24
23
22
4
28
25A
24A
31
29
30
32
6''W6''W6''W6''W 6''W 8''W 8''W8'
'W
8'
'W
8''
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W6''W12''W12''W12''W12''W12''W12''WSITE BOUNDARY
TEMPORARY
TURNAROUND
SITE BOUNDARY
FIRE HYDRANT
ASSEMBLY (TYP)NCSR # 274760' PUBLIC R/WJOHN ADAMS ROADN
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FIRE HYDRANT
ASSEMBLY (TYP)
20' PUBLIC
UTILITY EASEMENT
20' PUBLIC
UTILITY
EASEMENT
12" PVC
WATERLINE
6" PVC
WATER LINE
8" PVC
WATERLINE
2" PERMANENT
BLOWOFF
ASSEMBLY
12"x8" TEE &
(2) 12" G.V.
(1) 8" G.V.
2" TEMPORARY
BLOWOFF
ASSEMBLY
8"x6"
REDUCER
8"x8" TEE
(2) 8" G.V.
6" G.V.
8" PVC
WATERLINE
8" PVC
WATERLINE
WAKE COUNTY
FLOOD HAZARD SOILS
WAKE COUNTY
FLOOD HAZARD SOILS
WATER
METER (TYP)
WATER
METER (TYP)
2" PERMANENT
BLOWOFF
ASSEMBLY
APPROXIMATE LOCATION
EXISTING 16" DIP WATERLINE
16"x12" T.S.
12" G.V.
2" TEMPORARY
BLOWOFF
ASSEMBLY
MAILBOX
KIOSK
8"x6" TEE
(2) 8" G.V.
(1) 6" G.V.
WATER
METER (TYP)
20' PRIVATE SUPPLY LINE
AND ACCESS EASEMENT
20' PUBLIC
UTILITY EASEMENT
20' PRIVATE SUPPLY LINE
AND ACCESS EASEMENT
STREET LIGHT
STREET LIGHT
STREET LIGHT
STREET LIGHT
STREET LIGHT
STREET LIGHT
JOY
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GRENACHELANEHERITAGE TREE TO REMAIN
HERITAGE TREE TO REMAIN
HERITAGE TREE TO REMAIN
FIRE HYDRANT
ASSEMBLY (TYP)
10' DEDICATED
RIGHT-OF-WAY
10' SIDE PATH
5' SIDEWALK
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
TURNAROUND
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
5' PUBLIC
UTILITY
EASEMENT
5' PUBLIC
UTILITY
EASEMENT
5' PUBLIC
UTILITY
EASEMENT
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
20'x20' PUBLIC TOWN
OF FUQUAY VARINA
SIGN EASEMENT
EXISTING WELL TO REMAIN.
PROPOSED SEPTIC SYSTEMS
SHALL NOT BE LOCATED IN
THE SHOWN 100' RADIUS.
30'x30' PRIVATE
SIGN EASEMENT
NON-BUILDABLE
NON-BUILDABLE
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
20' PUBLIC UTILITY
EASEMENT & PRIVATE
SUPPLY LINE AND
ACCESS EASEMENT
6" PVC
WATERLINE
WAKE COUNTY FLOOD
HAZARD SOILS
FEMA 100-YEAR
FLOODPLAIN
20' PRIVATE
DRAINAGE
EASEMENT
100 YEAR
BACKWATER
EASEMENT
ELEV: 330.50'
(2) 45° BENDS
FEMA ZONE X
WETLANDS
EXISTING POND
EXISTING POND
WETLANDS
WETLANDS
50' NEUSE
RIPARIAN
BUFFER
50' NEUSE RIPARIAN BUFFER
50' NEUSE
RIPARIAN
BUFFER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C3.0-UTIL.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
0
SCALE 1"=100'
200'100'NAD 831" = 100'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF FUQUAY VARINA AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
WATER LINE
WATER LINE TEE
FIRE HYDRANT
WATER METER
REDUCER
GATE VALVE.
BLOWOFF ASSEMBLY
STREET LIGHT
8''W
UTILITY LEGEND
UTILITY NOTES
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE TOWN OF FUQUAY-VARINA STANDARDS AND
SPECIFICATIONS.
2.MINIMUM UTILITY HORIZONTAL SEPARATION
DISTANCES:
WATER AND STORM SEWER MAINS - 5 FT.
3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND STORM SEWER MAINS - 18 IN.
C3.0 UTILITY PLANPROPERTY LINE
EXISTING ROAD CENTER
EXISTING CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PROPOSED EOP
FLOOD HAZARD SOILS
LEGEND
FEMA 100 YR FLOODPLAIN
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
CB 101
CB 102
CB 103
CB 104
FES 100
FES 105
HEIGHT
4.14'
4.16'
4.15'
4.12'
???'
???'
TOP
336.94
339.36
340.85
342.42
333.00
341.44
INV IN
332.90' (15" RCP) CB 102
335.30' (15" RCP) CB 103
336.80' (15" RCP) CB 104
338.40' (15" RCP) FES 105
332.60' (15" RCP) CB 101
INV OUT
332.80' (15" RCP)
335.20' (15" RCP)
336.70' (15" RCP)
338.30' (15" RCP)
339.00' (15" RCP)
OUTLET PIPE
40' @ 0.51%
153' @ 1.51%
96' @ 1.46%
178' @ 0.84%
30' @ 2.00%
STRUCTURE
DOWN
FES 100
CB 101
CB 102
CB 103
CB 104
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
DI 201
DI 202
DI 203
FES 200
HEIGHT
3.00'
3.00'
3.60'
???'
TOP
333.00
333.40
334.80
331.95
INV IN
330.70' (15" RCP) DI 203
330.10' (24" RCP) DI 202
329.50' (24" RCP) DI 201
INV OUT
330.00' (24" RCP)
330.40' (24" RCP)
331.20' (15" RCP)
OUTLET PIPE
71' @ 0.70%
34' @ 0.88%
43' @ 1.16%
STRUCTURE
DOWN
FES 200
DI 201
DI 201
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
DI 301
DI 302
FES 300
HEIGHT
3.40'
3.00'
???'
TOP
326.40
326.40
324.25
INV IN
323.10' (24" RCP) DI 302
322.00' (24" RCP) DI 301
INV OUT
323.00' (24" RCP)
323.40' (24" RCP)
OUTLET PIPE
161' @ 0.62%
48' @ 0.63%
STRUCTURE
DOWN
FES 300
DI 301
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
DI 401
FES 400
FES 402
HEIGHT
4.00'
4.36'
4.11'
TOP
331.30
330.19
330.79
INV IN
327.80' (30" RCP) FES 402
327.40' (30" RCP) DI 401
INV OUT
327.70' (30" RCP)
328.00' (30" RCP)
OUTLET PIPE
57' @ 0.52%
22' @ 0.90%
STRUCTURE
DOWN
FES 400
DI 401
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
W
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10
17
18
14
15
12
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7
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2616
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24A
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NCSR # 274760' PUBLIC R/WJOHN ADAMS ROADN
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SITE BOUNDARY
SITE BOUNDARY
20' PUBLIC
UTILITY EASEMENT
20' PUBLIC
UTILITY
EASEMENT
WAKE COUNTY
FLOOD HAZARD SOILS
WAKE COUNTY
FLOOD HAZARD SOILS
MAILBOX
KIOSK
10' DEDICATED
RIGHT-OF-WAY
JOYC
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GRENACHELANEHERITAGE TREE TO REMAIN
HERITAGE TREE TO REMAIN
TEMPORARY
TURNAROUND
10' DEDICATED
RIGHT-OF-WAY
STANDARD 30"
CURB & GUTTER
10' SIDE PATH
5' SIDEWALK
20' PRIVATE
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
TURNAROUND
EASEMENT
FES 105
CB 103
CB 102
CB 101
FES 100
15" RCP
15" RCP
15" RCP
15" RCP
DI 301
DI 302
FES 300
24" RCP
24" RCP
DI 203
DI 202
DI 201
FES 200
24" RCP
24" RCP
15" RCP
DI 401
FES 402
FES 400
30" RCP
30" RCP
VEL. DISSIPATER PAD
CLASS A RIPRAP
6.0'x4.5'x12" D50: 4"
VEL. DISSIPATER PAD
CLASS B RIPRAP
12.0'x6.0'x18" D50: 8"
VEL. DISSIPATER PAD
CLASS B RIPRAP
12.0'x6.0'x18" D50: 8"
VEL. DISSIPATER PAD
CLASS B RIPRAP
15.0'x7.5'x18" D50: 8"
5' PUBLIC
UTILITY
EASEMENT
5' PUBLIC
UTILITY
EASEMENT
5' PUBLIC
UTILITY
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
INV 331.60'
INV 330.60'
EX. 18" RCP
24 LF 18" RCP @ 1.68%
INV UP: 330.40
INV DOWN: 330.00
INV 330.40'
INV 330.00'
CB 104
15" RCP
20'x20' PUBLIC TOWN
OF FUQUAY VARINA
SIGN EASEMENT
EXISTING WELL TO REMAIN.
PROPOSED SEPTIC SYSTEMS
SHALL NOT BE LOCATED IN
THE SHOWN 100' RADIUS.
30'x30' PRIVATE
SIGN EASEMENT
NON-BUILDABLE
NON-BUILDABLE
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
20' PRIVATE SUPPLY LINE
AND ACCESS EASEMENT
20' PUBLIC
UTILITY EASEMENT
20' PRIVATE SUPPLY LINE
AND ACCESS EASEMENT
20' PUBLIC UTILITY
EASEMENT & PRIVATE
SUPPLY LINE AND
ACCESS EASEMENT
100 YEAR
BACKWATER
EASEMENT
ELEV: 330.50'
3
1
5 3203
1
0
310
3
1
5
325330 335
3
3
5
3
3
5
3
4
0
335325
3
3
0
320315315315310305300300305310
315
339
338
337
336
336
33
5
334
333
332
331
330
328
327
326
325
324
323
322
337
338
339
340341341
340
339
338
337
336
335
334334335336337338
337336335
3343
2
0
325 330320335340
340
335
330325
33
5
33
3
16 LF 15" RCP @ 0.63%
INV UP: 332.70
INV DOWN: 332.60
16 LF 15" RCP @ 0.62%
INV UP: 334.10
INV DOWN: 334.00
16 LF 15" RCP @ 0.61%
INV UP: 320.20
INV DOWN: 320.10
HERITAGE TREE TO REMAIN
WAKE COUNTY FLOOD
HAZARD SOILS
FEMA 100-YEAR
FLOODPLAIN
FEMA ZONE X
WETLANDS
EXISTING POND
EXISTING POND
WETLANDS
WETLANDS
50' NEUSE
RIPARIAN
BUFFER
50' NEUSE RIPARIAN BUFFER
50' NEUSE
RIPARIAN
BUFFER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C4.0-GRAD.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
0
SCALE 1"=100'
200'100'NAD 831" = 100'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF FUQUAY VARINA AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.C4.0 GRADING & DRAINAGE PLANTYPICAL STREET SECTION
6' DITCH
4:1 3:1
1/4" PER FOOT
50'
24'
PAVEMENT
RIGHT OF WAY
C/L
V-DITCH1" PER FT.
6'
SHOULDER
8" CABC
2.5" SF9.5B
6' DITCH 5' SW 3:1
3:
1
10'
SIDEWALK
EASEMENT
6' DITCH
4:13:
1
1/4" PER FOOT
V-DITCH 1" PER FT.
6'
SHOULDER
GRADING AND DRAINAGE NOTES
1.ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.
2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A FINE.
3.ALL FINAL STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH INSPECTOR.
4.SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED.
5.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE
GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S).
6.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL
REMOVE FROM THESE AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS.
7.FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL COORDINATE WITH A GEOTECHNICAL ENGINEER ON THE
SUITABILITY OF SOILS PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER FOR
SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN S150, OR
APPROVED OTHER, STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN A
BENCHED PATTERN.
8."AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO FINAL
INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH COUNTY ORDINANCE.
9.ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS.
10.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. SEE DETAIL.
11.A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
PROPERTY LINE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PROPOSED EOP
FLOOD HAZARD SOILS
SUITABLE SOILS
STREAM CENTERLINE
FEMA 100-YR FLOODPLAIN
OPEN SPACE
SITE LAYOUT LEGEND
1/4" PER FT.
W
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25A
24A
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29
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310
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325330 335
335
3
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335325
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320
315315315310305300300305310
315 NCSR # 274760' PUBLIC R/WJOHN ADAMS ROADN
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SITE BOUNDARY
SITE BOUNDARY
20' PUBLIC
UTILITY EASEMENT
WAKE COUNTY
FLOOD HAZARD SOILS
WAKE COUNTY
FLOOD HAZARD SOILS
MAILBOX
KIOSK
HERITAGE TREE TO REMAIN
EXISTING POND
TEMPORARY
TURNAROUND
10' DEDICATED
RIGHT-OF-WAY
STANDARD 30"
CURB & GUTTER
10' SIDE PATH
5' SIDEWALK
TURNAROUND
EASEMENT
CONSTRUCTION
ENTRANCE (TYP)
LIMITS OF DISTURBANCE
STONE CHECK DAM
SILT FENCE (TYP)
TEMPORARY SKIMMER
BASIN #2 (SEE TABLE)
DITCH #1
DITCH #2
DITCH #3
DITCH #4
DITCH #5
DITCH #7
DITCH #6
DITCH #9
DITCH #10
DITCH #13
DITCH #14
DITCH #11
DITCH #12
DITCH #8
STONE
CHECK DAM
STONE CHECK DAM
HORSESHOE INLET
PROTECTION
HORSESHOE INLET
PROTECTION
1.5" SKIMMER
0.75" ORIFICE
2.5" SKIMMER
2.0" ORIFICE
2.0" SKIMMER
1.0" ORIFICE
SILT FENCE (TYP)
SILT FENCE (TYP)
SILT FENCE (TYP)
COIR FIBER
BAFFLES (3)
COIR FIBER
BAFFLES (3)
COIR FIBER
BAFFLES (3)
LIMITS OF DISTURBANCE
TEMPORARY SKIMMER
BASIN #1 (SEE TABLE)
TEMPORARY SKIMMER
BASIN #3 (SEE TABLE)
STONE CHECK DAM
STANDARD INLET
PROTECTION
STANDARD INLET
PROTECTION
STANDARD INLET
PROTECTION
STANDARD INLET
PROTECTION
STANDARD INLET
PROTECTION
STANDARD INLET
PROTECTION
STANDARD INLET
PROTECTION
JOY
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GRENACHELANESTOCKPILE
AREA
STANDARD INLET
PROTECTION
SILT FENCE (TYP)
20'x20' PUBLIC TOWN
OF FUQUAY VARINA
SIGN EASEMENT
EXISTING WELL TO REMAIN.
PROPOSED SEPTIC SYSTEMS
SHALL NOT BE LOCATED IN
THE SHOWN 100' RADIUS.
DITCH #15
DITCH #16
30'x30' PRIVATE
SIGN EASEMENT
NON-BUILDABLE
NON-BUILDABLE
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
20' PRIVATE SUPPLY LINE
AND ACCESS EASEMENT
20' PUBLIC
UTILITY EASEMENT
20' PRIVATE SUPPLY LINE
AND ACCESS EASEMENT
20' PUBLIC UTILITY
EASEMENT & PRIVATE
SUPPLY LINE AND
ACCESS EASEMENT
WAKE COUNTY FLOOD
HAZARD SOILS
FEMA 500-YEAR
FLOODPLAIN
20' PRIVATE DRAINAGE EASEMENT
HERITAGE TREE TO REMAIN
HERITAGE TREE TO REMAIN
FEMA 100-YEAR
FLOODPLAIN
FEMA ZONE X
WETLANDS
EXISTING POND
WETLANDS
WETLANDS
50' NEUSE
RIPARIAN
BUFFER
50' NEUSE RIPARIAN BUFFER
50' NEUSE
RIPARIAN
BUFFER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C5.0-EROS.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
0
SCALE 1"=100'
200'100'NAD 831" = 100'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF FUQUAY VARINA AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.C5.0 EROSION & SEDIMENTATION CONTROL PLANGENERAL NOTES
MAINTENANCE PLAN
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
AND SLOPES
7 DAYS NONE
HIGH QUALITY
WATER (HQW)
ZONES
7 DAYS NONE
SLOPES STEEPER
THAN 3:1
7 DAYS IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR
FLATTER
14 DAYS 7 DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
ANY OTHER AREAS
WITH SLOPES
FLATTER THAN 4:1
14 DAYS NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(B)
STOCKPILE MAINTENANCE PLAN
1.SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO
DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER
TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF THE
BASIN.
2.REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT
PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE
AREA IN PREPARATION FOR SEEDING.
3.PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY
RESULTING BARE AREAS IMMEDIATELY.
4.INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE
EROSION CONTROL PLAN.
5.WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR
APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES
AND ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION.
BASIN REMOVAL SEQUENCE
1.A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT
SHALL BE SHOWN AROUND ALL PROPOSED STOCKPILES (EROSION
CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE
SHOWN AT THE OUTER LIMIT OF THIS EASEMENT).
2.STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25’
FROM ADJACENT PROPERTY LINES.
3.A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT
STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET.
4.STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
5.APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY
POTENTIAL SEDIMENT LOSS FROM A STOCKPILE.
6.STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY,
WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF
WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
DEMONSTRATED TO BE UNAVAILABLE.
7.ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE
SHALL BE DIVERTED TO AN APPROVED BMP.
8.OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH
WAKE COUNTY UDO AND STATE REGULATIONS. ALL SPOIL AREAS
OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT
CONTROL PLAN. DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE
COUNTY OF ANY OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL.
FILL OF FEMA FLOODWAYS AND NON-ENCROACHMENT AREAS ARE
PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION
14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE
(CERTIFICATIONS AND PERMITS REQUIRED).
STOCKPILE DESIGN CRITERIA
GROUND STABILIZATION
1.SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL CONSULTANT TO OBTAIN
LAND-DISTURBING PERMIT.
2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION DITCHES, TEMPORARY STREAM
DIVERSION CHANNELS, SILT FENCE, SEDIMENT BASINS AND CHECK DAMS AS SHOWN ON THE APPROVED
PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED ALL DISTURBED AREAS IMMEDIATELY
AFTER INSTALLATION.
3.CALL THE ENVIRONMENTAL CONSULTANT FOR AN ONSITE INSPECTION TO OBTAIN A CERTIFICATE OF
COMPLIANCE.
4.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED THROUGHOUT CONSTRUCTION.
5.INSTALL STORM CULVERTS AND HORSESHOE INLET PROTECTION AS SHOWN ON THE APPROVED PLAN.
6.STABILIZE SITE AS AREAS RE BROUGHT UP TO FINISH GRADE. SEED AND MULCH DENUDED AREAS PER
GROUND STABILIZATION TABLE.
7.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN STABILIZED, CALL THE ENVIRONMENTAL
CONSULTANT FOR AN INSPECTION.
8.WAKE COUNTY MUST GRANT PERMISSION TO CONVERT SEDIMENT BASINS TO PERMANENT STORMWATER
CONTROL MEASURES PRIOR TO COMPLETING ANY RELATED WORK.
9.IF SITE IS APPROVED, REMOVE SEDIMENT BASINS PER BASIN REMOVAL SEQUENCE.
10.REMOVE TEMPORARY DIVERSION DITCHES, SILT FENCE, HORSESHOE INLET PROTECTION AND SEED OUT OR
STABILIZE ANY RESULTING BARE AREAS. INSTALL ANY REMAINING PERMANENT EROSION CONTROL DEVICES
SUCH AS VELOCITY DISSIPATORS.
11.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL THE ENVIRONMENTAL CONSULTANT FOR A FINAL SITE
INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF COMPLETION.
CONSTRUCTION SEQUENCE
1.THE GRADING CONTRACTOR SHALL COMPLY WITH ALL
STATE AND LOCAL CODES IN OBSERVING EROSION
CONTROL MEASURES BOTH ON AND OFF-SITE.
2.THE GRADING CONTRACTOR SHALL MAINTAIN ALL
EROSION CONTROL DEVICES AFTER EACH RAINFALL
EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR THE
ENGINEER.
3.THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR
OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING
WASTE MATERIALS GENERATED DURING HIS PHASE OF
WORK AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF-SITE STOCKPILES AND/OR WASTE AREAS.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING
ANY TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT
ARE IMPACTED BY CONSTRUCTION TRAFFIC.
1.ALL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN ALL MEASURES AS
DESIGNED.
2.REMOVE SEDIMENT FROM SEDIMENT SKIMMER
BASINS WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. CLEAN OR REPLACE
GRAVEL FILTER WHEN THE SEDIMENT POOL NO
LONGER DRAINS PROPERLY.
3.REMOVE SEDIMENT FROM BEHIND SILT FENCE
WHEN DEPTH REACHES 6-INCHES AT THE FENCE.
REPAIR SILT FENCE AS NECESSARY TO MAINTAIN A
BARRIER.
4.ALL SEEDED AREAS SHALL BE FERTILIZED,
RE-SEEDED AS NECESSARY, AND MULCHED
ACCORDING TO PROJECT SPECS TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE GROWTH.
5.MAINTAIN SILT/TREE PROTECTION FENCING
THROUGHOUT DURATION OF CONSTRUCTION.
DISTURBED AREA = 6.50 ACRES
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER
EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER
1, 2010.
THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE
FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF
EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED
PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT,
AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
THE LAND QUALITY WEB SITE,
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
NCDENR SELF-INSPECTION PROGRAM
1.SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS
REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE
KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING
UNDERNEATH THE PLASTIC.
2.IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS
COMPLETE
(BUILDERS, ETC.), THE FINANCIAL RESPONSIBLE PARTY MUST NOTIFY
WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THE STOCKPILE.
3.THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED
SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE
IS IN USE.
4.ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE
SLOPE (WHERE PRACTICAL).
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
STANDARD GRAVEL
INLET PROTECTION
DIVERSION DITCH
POROUS BAFFLES
HORSESHOE INLET
PROTECTION
SILT FENCE OUTLET
SKIMMER
STONE CHECK DAM
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
GRENACHE LANE PLAN & PROFILE
325
330
335
340
345
350
325
330
335
340
345
350
333.3333.3333.5333.9335.16334.54334.04333.549+50 10+00 11+00 12+00
-2.00%-1.00%
PVI STA = 10+00.00
PVI ELEV = 335.16
PVI STA = 10+12.00
PVI ELEV = 334.92
PVI STA = 11+80.00PVI ELEV = 333.248"x6" TEE
(2) 8" G.V.
6" G.V.PERMANENT
BLOWOFF
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
48" MIN.
6" PVC
WATER MAIN
EXISTING C/L
GRADE
PROPOSED C/L
GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
JOYCE DRIVE PLAN & PROFILE
325
330
335
340
345
350
325
330
335
340
345
350
340.1339.0338.0337.1336.6335.8335.5335.5335.7336.6337.4340.06339.46338.96338.46337.96337.46336.96336.46335.96335.46335.349+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
-1.90%
2.00%
-1.00%
PVI STA = 10+00.00
PVI ELEV = 340.06
PVI STA = 10+11.00
PVI ELEV = 339.85
PVI STA = 15+01.01
PVI ELEV = 335.36
PVI STA = 14+87.59
PVI ELEV = 335.0996 LF
15" RCP
@ 1.46%
71 LF
24" RCP
@ 0.70%
EXISTING C/L
GRADE
PROPOSED C/L
GRADE
12"x8" TEE
(2) 12" G.V.
8" G.V.
FIRE HYDRANT
ASSEMBLY (TYP)
8" PVC
WATER MAIN
8"x8" TEE
(2) 8" G.V.
6" G.V.
48" MIN.
18" MIN.
23 LF 8" RJ DIP WITH
STEEL CASING CENTERED
UNDER RCP CULVERT
11
12
3
21
31 293032NCSR # 274760' PUBLIC R/WJOHN ADAMS ROADJOYCE DRIVE CABERNETFRANC DRIVE22+0023+0024+0025+0026+008+009+0010+0011+0011+00 12+00 13+00 14+00
15
+
0
0 6''W6''W6''W6''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W12''W12''W12''W12''W12''W12''W12''WCB 103
CB 102
15" RCP
15" RCP
DI 203
DI 202
DI 201
FES 200
24" RCP
24" RCP
15" RCP
34
0
33
9
3
3
8
33
7 336335 334333332331340
3
4
0 335
339 338 337 336
15" RCP
N69°12'46"W
71.97'
R=205'
L=14.27'
N73°12'08"W
295.78'
R=180'
L=105.01'
N39°46'40"W
13.97'
N50°13'20"E
255.12'
N50°13'20"E
14.08'
R=205'
L=156.38'
16 LF 15" RCP @ 0.62%
INV UP: 334.10
INV DOWN: 334.00
14
15
25
24
GRENACHE
LANE
16+0017+0018+0010+00 11+0014+0015+008''W8''W8''W8''W8''W8''W8''W6''W6''W6''W334335334336337
338
330
335
330
N60°17'21"W
123.19'
R=205'
L=39.36'
N71°17'25"W
44.38'
S71°17'25"E
28.00'
N18°42'35"E
135.00'
16 LF 15" RCP @ 0.63%
INV UP: 332.70
INV DOWN: 332.60
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C6.1-PROF.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGENAD 83H: 1" = 50'
V: 1" = 5'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF FUQUAY VARINA AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.C6.1
STANDARD 30"
CURB & GUTTER
5' SIDEWALK
JOYCE DRIVE & GRENACHE LANE PLAN & PROFILEVEL. DISSIPATER PAD
CLASS B RIPRAP
12.0'x6.0'x18" D50: 8"
PROFILE SCALE
0
0
5
50NAD 83MAILBOX
KIOSK
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE SUPPLY LINE
AND ACCESS EASEMENT
8" PVC
WATERLINE
FIRE HYDRANT ASSEMBLY (TYP)
8"x8" TEE
(2) 8" G.V.
6" G.V.
WATER METER (TYP)
8"x6" REDUCER
12"x8" TEE
(2) 12" G.V.
8" G.V.
6" PVC
WATERLINE
8" PVC
WATERLINE
FIRE HYDRANT
ASSEMBLY (TYP)
8"x6" TEE
(2) 8" G.V.
6" G.V.
PERMANENT
BLOWOFF
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
8" PVC
WATERLINE
6" PVC
WATERLINE
5' PUBLIC UTILITY
EASEMENT
5' PUBLIC UTILITY
EASEMENT
WATER METER (TYP)
30'x30' PRIVATE
SIGN EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
12" PVC
WATERLINE
100-YEAR
BACKWATER
EASEMENT
ELEV: 330.50'
R40'
R35'
WETLANDS
50' NEUSE
RIPARIAN
BUFFER
1718
14
15 12
13
21
27
20
19
26
16
25
24
23
22
28
29
NC HW
Y

4
2
100' PU
B
L
I
C

R
/
W
CABERNET
FRANC DRIVE
GRENACHELANE10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
19+00
20
+
0
0
21+0022+0010+0011+0011+0012+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
8''W8''W8''W
8
'
'W
8''
W
8''W
8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
6''W6''W6''WDI 401
FES 402
FES 400
30" RCP
30" RCP
3353
3
6
3
3
7
338 33733633533433
4
335
3
3
6
33733833934034134
1
34
0
33
9
3
3
833533533033034034033533018" RCP
R=205'L=156.38'N6°30'54"E
20.50'
R=205'
L=239.02'
N60°17'21"W
123.19'
R=205'
L=39.36'
N71°17'25"W
44.38'
N71°17'25"W
709.66'
S71°17'25"E
28.00'
N18°42'35"E
135.00'
3
3
3 33416 LF 15" RCP @ 0.63%
INV UP: 332.70
INV DOWN: 332.60
16 LF 15" RCP @ 0.62%HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
CABERNET FRANC DRIVE (9+50 TO 22+00) PLAN & PROFILE
320
325
330
335
340
345
350
355
320
325
330
335
340
345
350
355
332.8334.7334.8336.1337.3338.0338.0337.0335.6333.4331.9327.7329.5331.0331.9333.1334.5335.6337.0338.5340.3341.3341.6341.7341.2340.3334.68336.06337.37338.07338.03337.29336.41335.54334.67333.80333.34333.56334.06334.56335.06335.56336.17337.26338.53339.81340.97341.52341.40340.62339.309+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
100' VC
K = 36.41
A.D. = 2.75%
PVI ELEV = 333.01
PVI STA = 14+95
LOW POINT STA = 15+08.59
LOW POINT ELEV = 333.33
BVCS = 14+45.00BVCE = 333.88EVCS = 15+45.00EVCE = 333.5175' VC
K = 48.28
A.D. = 1.55%
PVI ELEV = 336.11
PVI STA = 18+05
LOW POINT STA = 17+67.50
LOW POINT ELEV = 335.73
BVCS = 17+67.50BVCE = 335.73EVCS = 18+42.50EVCE = 337.07150' VC
K = 33.36
A.D. = -4.50%
PVI ELEV = 338.95
PVI STA = 11+55
HIGH PT STA = 11+71.74
HIGH POINT ELEV = 338.15
BVCS = 10+80.00BVCE = 336.88EVCS = 12+30.00EVCE = 337.64200' VC
K = 37.71
A.D. = -5.30%
PVI ELEV = 342.87
PVI STA = 20+70
HIGH PT STA = 20+66.29
HIGH POINT ELEV = 341.55
BVCS = 19+70.00BVCE = 340.32EVCS = 21+70.00EVCE = 340.122.75%-1.75%
1.00%
2.55%PVI STA = 10+00.00PVI ELEV = 334.6857 LF
30" RCP
@ 0.52%
48" MIN.
48" MIN.
EXISTING C/L
GRADE
PROPOSED C/L
GRADE
8"x6" TEE
(2) 8" G.V.
6" G.V.
8" PVC
WATER MAIN
TEMPORARY
BLOWOFF
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
8" PVC
WATER MAIN
18" MIN.
24 LF 8" RJ DIP WITH
STEEL CASING CENTERED
UNDER RCP CULVERT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C6.2-PROF.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
NAD 83ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF FUQUAY VARINA AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.C6.2
TEMPORARY
TURNAROUND
SITE BOUNDARY
MAILBOX
KIOSK
20' PRIVATE SUPPLY LINE
AND ACCESS EASEMENT
CABERNET FRANC DRIVE PLAN & PROFILE (9+50 TO 22+00)10' DEDICATED
RIGHT-OF-WAY
10' SIDE PATH
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
TURNAROUND
EASEMENT
VEL. DISSIPATER PAD
CLASS B RIPRAP
15.0'x7.5'x18" D50: 8"
PROFILE SCALE
0
0
5
50
WATER METER (TYP)
8" PVC
WATERLINE
8"x6" TEE
(2) 8" G.V.
6" G.V.
FIRE HYDRANT
ASSEMBLY (TYP)
6" PVC
WATERLINE
FIRE HYDRANT
ASSEMBLY (TYP)
8" PVC WATERLINE
TEMPORARY
BLOWOFF
ASEEMBLY (TYP)
PERMANENT
BLOWOFF
ASEEMBLY
(TYP)
5' PUBLIC UTILITY
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
5' PUBLIC UTILITY
EASEMENT
H: 1" = 50'
V: 1" = 5'
INV 331.60'
INV 330.60'
INV 330.40'
INV 330.00'
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
20' PUBLIC UTILITY
EASEMENT & PRIVATE
SUPPLY LINE AND
ACCESS EASEMENT
100-YEAR
BACKWATER
EASEMENT
ELEV: 330.50'
R40'
R35'
WETLANDS
WETLANDS
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
CABERNET FRANC DRIVE (19+50 TO 30+50) PLAN & PROFILE
315
320
325
330
335
340
345
350
355
315
320
325
330
335
340
345
350
355
340.3341.3341.6341.7341.2340.3339.4338.4337.4336.2334.9333.0331.9330.8329.5327.9326.5325.3323.8322.4320.3339.81340.97341.52341.40340.62339.30337.92336.55335.29334.49333.74332.99332.13330.81329.43328.06326.68325.31323.93322.56321.1819+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50
50' VC
K = 40.00
A.D. = 1.25%
PVI ELEV = 335.31
PVI STA = 23+45
LOW POINT STA = 23+70.00
LOW POINT ELEV = 334.94
BVCS = 23+20.00BVCE = 336.00EVCS = 23+70.00EVCE = 334.94200' VC
K = 37.71
A.D. = -5.30%
PVI ELEV = 342.87
PVI STA = 20+70
HIGH PT STA = 20+66.29
HIGH POINT ELEV = 341.55
BVCS = 19+70.00BVCE = 340.32EVCS = 21+70.00EVCE = 340.1250' VC
K = 40.00
A.D. = -1.25%
PVI ELEV = 332.30
PVI STA = 25+45.55
HIGH PT STA = 25+20.55
HIGH POINT ELEV = 332.68
BVCS = 25+20.55BVCE = 332.68EVCS = 25+70.55EVCE = 331.62-2.75
%
-1.50%
-2.75
%PVI STA = 29+77.92PVI ELEV = 320.4148 LF
24" RCP
@ 0.63%
8"x6" REDUCER
FIRE HYDRANT
ASSEMBLY (TYP)
8"x8" TEE
(3) 8" G.V.
FIRE HYDRANT
ASSEMBLY (TYP)PERMANENT
BLOWOFF
ASSEMBLY
(TYP)
8" PVC
WATER MAIN
6" PVC
WATER MAIN
48" MIN.
48" MIN.
EXISTING C/L
GRADE
PROPOSED C/L
GRADE
23 LF 8" RJ DIP WITH
STEEL CASING CENTERED
UNDER RCP CULVERT
18" MIN.
W
11
10
14
15
12
13
9
7
8
5
6
3
27
2
26
25
28
29
30 JOYCE DRIVEC
A
B
E
R
N
E
T
F
R
A
N
C

D
R
I
V
E
17+0018+0019+0020+0021+0
0
22+00
23+
0
0
24
+
0
0
25
+
0
0
26
+
0
0
27+00
28+00
29+
0
0
10+00 11+00 13+0014+0015+0010+0011+0012+0013+0014+0015+006''W
6''W
6''W6''W6''W6''W6''W6''W6''W6''W6''W8''W8''W8''W8''W8''W
8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''WDI 301
DI 302
FES 300
24" RCP
24" RCPDI 203
DI 202
DI 201
FES 200
24" RCP
24" RCP
15" RCP
335334336337
338
339
340
341 341340339338337336
335334
333
332
331
330
328327326325324340340335
335
337336R=180'
L=105.01'
N39°46'40"W
13.97'
N17°18'54"W
32.61'
R=150'
L=79.22'
N12°56'45"E
110.00'
R=150'
L=97.59'
N50°13'20"E
255.12'
N50°13'20"E
14.08'
R=205'
L=156.38'N6°30'54"E
20.50'
R=205'
L=239.02'
N60°17'21"W
123.19'
R=205'
L=39.36'N71°17'25"W
44.38'32232316 LF 15" RCP @ 0.62%
INV UP: 334.10
INV DOWN: 334.00
16 LF 15" RCP @ 0.63%
INV UP: 332.70
INV DOWN: 332.60
16 LF 15" RCP @ 0.61%
INV UP: 320.20
INV DOWN: 320.10
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C6.3-PROF.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
NAD 83ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF FUQUAY VARINA AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.C6.3
20' PUBLIC
UTILITY EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
HERITAGE
TREE TO
REMAIN
CABERNET FRANC DRIVE PLAN & PROFILE (19+50 TO 30+50)20' PRIVATE DRAINAGE
EASEMENT
PROFILE SCALE
0
0
5
50
20' PRIVATE
DRAINAGE
EASEMENT
VEL. DISSIPATER PAD
CLASS B RIPRAP
12.0'x6.0'x18" D50: 8"
MAILBOX
KIOSK
WATER METER (TYP)
8" PVC
WATERLINE
8"x8" TEE
(2) 8" G.V.
6" G.V.
6" PVC
WATERLINE
PERMANENT
BLOWOFF
ASEEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
8"x6" REDUCER
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
8" PVC
WATERLINE
PERMANENT
BLOWOFF
ASEEMBLY
(TYP)
6" PVC
WATERLINE
EXISTING WELL TO REMAIN.
PROPOSED SEPTIC SYSTEMS
SHALL NOT BE LOCATED IN
THE SHOWN 100' RADIUS.
H: 1" = 50'
V: 1" = 5'
5' PUBLIC UTILITY
EASEMENT
5' PUBLIC UTILITY
EASEMENT
WATER METER (TYP)
R40'
R35'
WETLANDS
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
JOHN ADAMS ROAD PROFILE PLAN & PROFILE
320
325
330
335
340
345
350
355
360
320
325
330
335
340
345
350
355
360
339.7341.2342.7344.1344.3343.9343.2342.6342.1341.4340.8340.1339.3338.3337.6337.0336.2335.5334.8334.3339.73341.21342.69344.07344.27343.89343.25342.60342.06341.44340.77340.06339.28338.32337.64336.96336.23335.47334.85334.284+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
CB 103
TOP 340.85
INV IN 336.80 (104)
INV OUT 336.70 (103)
CB 102
TOP 339.36
INV IN 335.30 (103)
INV OUT 335.20 (102)
CB 101
TOP 336.94
INV IN 332.90 (102)
INV OUT 332.80 (101)
CB 104
TOP 342.42
INV IN 338.40 (105)
INV OUT 338.30 (104)
48" MIN.
EXISTING C/L
GRADE
16"x12" T.S.
12" G.V.
TEMPORARY
BLOWOFF
ASSEMBLY (TYP)
INTERSECTION WITH JOYCE DRIVE
STA: 10+00
ELEV: 340.06'
12" PVC
WATERLINE
APPROXIMATE LOCATION OF
EXISTING 16" DIP WATERLINE
12" PVC
WATERLINE
12"x8" TEE
(2) 12" G.V.
8" G.V.
30 LF
15" RCP
@ 2.00%
96 LF
15" RCP
@ 1.46%
153 LF
15" RCP
@ 1.51%
40 LF
15" RCP
@ 0.51%
178 LF
15" RCP
@ 0.84%50 LF 12" RJ DIP
WITH STEEL CASING
18" MIN.16'' W16'' W16'' W1
31
32
JOYCE DRIVE4+12.93
5+00
6+00
7+00
8+00
9+00 10+00 11+00
12+00
13+00
14+00
11+008''W8''W8''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WFES 105 CB 103 CB 102
CB 101
FES 100
15" RCP
15" RCP
15" RCP
15" RCP
340 33933815" RCP
CB 104 340335335
N69°12'46"W
71.97'
R=205'
L=14.27'340JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C6.4-PROF.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGENAD 83ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF FUQUAY VARINA AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.C6.4
SITE BOUNDARY
JOHN ADAMS ROAD PLAN & PROFILEVEL. DISSIPATER PAD
CLASS A RIPRAP
6.0'x4.5'x12" D50: 4"
PROFILE SCALE
0
0
5
50
JOHN ADAMS ROAD
60' PUBLIC R/W
H: 1" = 50'
V: 1" = 5'
INV 332.60'
STANDARD 30"
CURB & GUTTER
5' SIDEWALK
8" PVC
WATERLINE
WATER METER (TYP)
12"x8" TEE
(2) 12" G.V.
8" G.V.
FIRE HYDRANT
ASSEMBLY (TYP)
5' PUBLIC UTILITY
EASEMENT
30'x30' PRIVATE
SIGN EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
TEMPORARY
BLOWOFF
ASEEMBLY (TYP)
INV 339.00'NC HWY 42100' PUBLIC R/WAPPROXIMATE
LOCATION OF
16" DIP WATERLINE
16"x12" T.S.
12" G.V.
12" PVC
WATERLINE
(2) 45° BENDS
ULTIMATE SECTION FOR JOHN ADAMS ROAD
NOT TO SCALE
SIDEWALK
SHOULDER
STANDARD CURB
& GUTTER
8" ABC 2 1/2" S-9.5B
SLOPE 3:1 MAXSLOPE 3:1 MAX
1/4"/FT.1/4"/FT.1/4"/FT.1/4"/FT.
1.5'5'10'2.5'22'
PAVEMENT
RIGHT OF WAY
60'
C/L
2.5'16.5'
SHOULDER
STANDARD CURB
& GUTTER
10'x70' SDT 10'x70' SDT
4:1 TAPER
4:1 TAPER
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
NC HWY 42 MULTI-PATH PLAN & PROFILE
325
330
335
340
345
350
355
325
330
335
340
345
350
355
340.6340.7340.6340.9341.0340.5340.0338.7337.3336.1335.6335.2334.6334.1333.9333.9334.2334.7334.8336.1336.9337.7337.5337.3336.4335.6334.8334.0333.7333.4332.8340.65340.90341.14341.07340.54339.56338.44337.31336.41335.94335.69335.44335.19334.94334.69334.46334.61335.24335.99336.74337.33337.43337.03336.29335.54334.79334.14333.749+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50
100' VC
K = 57.14
A.D. = 1.75%
PVI ELEV = 336.19
PVI STA = 14+00
LOW POINT STA = 14+50.00
LOW POINT ELEV = 335.94
BVCS = 13+50.00BVCE = 337.31EVCS = 14+50.00EVCE = 335.94100' VC
K = 50.00
A.D. = 2.00%
PVI ELEV = 334.26
PVI STA = 17+85
LOW POINT STA = 17+60.00
LOW POINT ELEV = 334.45
BVCS = 17+35.00BVCE = 334.51EVCS = 18+35.00EVCE = 335.01100' VC
K = 100.00
A.D. = 1.00%
PVI ELEV = 333.96
PVI STA = 23+05
LOW POINT STA = 23+55.00
LOW POINT ELEV = 333.71
BVCS = 22+55.00BVCE = 334.71EVCS = 23+55.00EVCE = 333.71150' VC
K = 54.55
A.D. = -2.75%
PVI ELEV = 341.48
PVI STA = 11+65
HIGH PT STA = 11+17.27
HIGH POINT ELEV = 341.17
BVCS = 10+90.00BVCE = 341.10EVCS = 12+40.00EVCE = 339.79150' VC
K = 50.00
A.D. = -3.00%
PVI ELEV = 338.01
PVI STA = 20+35
HIGH PT STA = 20+35.00
HIGH POINT ELEV = 337.45
BVCS = 19+60.00BVCE = 336.89EVCS = 21+10.00EVCE = 336.890.50%
-2.25%
-0.50%
-1.50%
-0.50%
1.50%PVI STA = 10+00.00PVI ELEV = 340.65PVI STA = 23+88.16PVI ELEV = 333.55EXISTING GRADE
PROPOSED GRADE
24 LF
18" RCP
@ 1.68%
21
27
20
26 25
24
23 22
28
CABERNETFRANC DRIVEGRENACHELANE11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+0019+00
20
+
0
0
21+
0
0
10+0011+0010+00
11+00
12+00
13+00
14+00
15+00 16+00 17+00 18+00
19+00
20+00
21+00
22+00
23+008''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''WDI 401
FES 402
FES 400
30" RCP
30" RCP
338
337336335334334
335
3
3
4
3
3
6
337
3
38339340341341 3353303
3
0
34018" RCP
335
335
335340
335
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C6.5-PROF.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGENAD 83
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF FUQUAY VARINA AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.C6.5
SITE BOUNDARY
NC HWY 42 MULTI-PATH PLAN & PROFILE10' DEDICATED
RIGHT-OF-WAY
10' SIDE PATH
20' PRIVATE
DRAINAGE
EASEMENT
VEL. DISSIPATER PAD
CLASS B RIPRAP
15.0'x7.5'x18" D50: 8"
PROFILE SCALE
0
0
5
50
NC HWY 42
100' PUBLIC R/W
H: 1" = 50'
V: 1" = 5'
5' PUBLIC
UTILITY
EASEMENT
INV 331.60'
INV 330.60'
EX. 18" RCP
INV 330.40'
INV 330.00'
11' PUBLIC
SIDEWALK
EASEMENT
WETLANDS
50' NEUSE
RIPARIAN
BUFFER
W
11
10
17
18
14
15
12
13
9
7
8
5
6
21
3
27
20
2
19
1
2616
25
24
23
22
4
28
25A
24A
31
29
30
32
SITE BOUNDARY
TEMPORARY
TURNAROUND
SITE BOUNDARY
NCSR # 274760' PUBLIC R/WJOHN ADAMS ROADN
C

H
W
Y

4
2
10
0
'

P
U
B
L
I
C

R
/
W
20' PUBLIC
UTILITY EASEMENT
WAKE COUNTY
FLOOD HAZARD SOILS
WAKE COUNTY
FLOOD HAZARD SOILS
OPEN SPACE
AREA #3
728,434 SF
MAILBOX
KIOSK
10' DEDICATED
RIGHT-OF-WAY
STREET LIGHT
STREET LIGHT
STREET LIGHT
STREET LIGHT
STREET LIGHT
JOYC
E

D
R
I
V
E
CAB
E
R
N
E
T
F
R
A
N
C
D
RI
V
E
CAB
E
R
N
E
T

F
R
A
N
C

D
R
I
V
E
GRENACHELANEHERITAGE TREE TO REMAIN
HERITAGE TREE TO REMAIN
HERITAGE TREE TO REMAIN
27" OAK TO BE REMOVED
REFER TO HERITAGE TREE
REPLACEMENT LIST
20' TYPE C TRANSITIONAL
THOROUGHFARE BUFFER
20' TYPE C TRANSITIONAL
THOROUGHFARE BUFFER
H*
20' PUBLIC
UTILITY
EASEMENT
H*
5' PUBLIC
UTILITY EASEMENT
5' PUBLIC
UTILITY
EASEMENT
5' PUBLIC
UTILITY
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20'x20' PUBLIC TOWN
OF FUQUAY VARINA
SIGN EASEMENT
EXISTING WELL TO REMAIN.
PROPOSED SEPTIC SYSTEMS
SHALL NOT BE LOCATED IN
THE SHOWN 100' RADIUS.
30'x30' PRIVATE
SIGN EASEMENT
STREET LIGHT
NON-BUILDABLE
NON-BUILDABLE
11' PUBLIC SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
11' PUBLIC
SIDEWALK
EASEMENT
20' PRIVATE SUPPLY LINE
AND ACCESS EASEMENT
20' PUBLIC
UTILITY EASEMENT
20' PRIVATE SUPPLY LINE
AND ACCESS EASEMENT
20' PUBLIC UTILITY
EASEMENT & PRIVATE
SUPPLY LINE AND
ACCESS EASEMENT
WAKE COUNTY FLOOD
HAZARD SOILS
FEMA 100-YEAR
FLOODPLAIN
20' PRIVATE
DRAINAGE
EASEMENT
100 YEAR
BACKWATER
EASEMENT
ELEV: 330.50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C7.0-PLNT.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
0
SCALE 1"=100'
200'100'
PROPERTY LINE
EXISTING ROAD CENTER
EXISTING CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PROPOSED EOP
FLOOD HAZARD SOILS
SUITABLE SOILS
LEGEND
OPEN SPACE NAD 831" = 100'
FEMA 100 YR FLOODPLAIN
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF FUQUAY VARINA AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
Cont18" Ht.LorapetalumLoropetalum chinese
QUAN.
5
5
SIZE
Cont18" Ht.
ROOTKEY
PLANT LIST (100' SECTION)
FTO
LP
BOTANICAL NAME
Osmanthus fragrans
COMMON NAME
Fragrant Tea Olive
20' TYPE "C" TRANSITIONAL BUFFER (100' SECTION)
1"=20'PRESERVING EXISTING VEGETATION & SUPPLEMENTING WHERE NECESSARY
DSM 8' Ht.B&B or Cont 2Dwarf Southern MagnoliaMagnolia grandiflora 'Little Gem'
NO 10' Ht.B&B or Cont 2Nutall OakQuercus nuttallii
PLANT NAMEKEYQTY
HERITAGE TREE REPLACEMENT PLANT LIST
SIZE
H*3.0" CAL
12 - 14' HT QUERCUS PHELLOS 'HIGHTOWER'
HIGHTOWER WILLOW OAK3
*HERITAGE TREE REPLACEMENT(3.0" MIN CALIPER AT INSTALL)
TYPICAL TREE PLANTING
WIDTH OF THE TOP OF THE
HOLE TO BE 3 TIMES THE
ROOT BALL WIDTH IN CLAY
SOILS
TAPERED SIDES.
IF PLANTING HOLES ARE DUG WITH
A LARGER AUGER, BREAKING DOWN
THE SIDE WITH A SHOVEL CAN
ELIMINATE GLAZING AND CREATE
THE PREFERRED SLOPING SIDE.
CUT BURLAP, ROPE, WIRE BASKET
SET BALL ON UNDISTURBED SOIL
MOUND TO PREVENT SETTLING.
AWAY FROM TOP AND SIDES OF
ROOT BALL.
INCHES (10 CM) ABOVE GRADE
SOIL, 2 TIMES MINIMUM IN
IN POORLY DRAINED SOILS.
WIDTH OF PLANTING HOLE IS 3
TIMES ROOT BALL DIAMETER IN
HIGHLY COMPACTED OR CLAY
DIG WIDE PLANTING HOLE WITH
ALL OTHERS.
DO NOT WRAP TRUNK.
MARK THE NORTH SIDE OF
THE TREE IN THE NURSERY
AND LOCATE TO THE NORTH
TRUNK FLARE AND TOP OF ROOT
BALL SHOULD BE AT GRADE IN
WELL DRAINED SOIL, UP TO 4
IN THE FIELD.
YARD WASTE OR OTHER COMPOST AND TILL
INTO TOP 6" (15 CM) OF PREPARED
SOIL. ADD COMPOST AT 20-35% BY VOLUME
TO BACKFILL.
EXTEND STAKES INTO UNDISTURBED SOIL.
4-6" (10-15 CM) DEEPER THAN ROOT BALL
FOR LOWERED PLANTING HOLE AS NEEDED
WITH POOR DRAINAGE.
PACK BACKFILL SOIL AROUND BASE OF ROOT
BALL TO STABILIZE. ALLOW REST OF BACKFILL
TO SETTLE NATURALLY OR TAMP LIGHTLY.
AVOID PURCHASING TREES WITH TWO LEADERS
OR REMOVE ONE AT PLANTING. OTHERWISE, DO
NOT PRUNE TREE AT PLANTING EXCEPT FOR
SPECIFIC STRUCTURAL CORRECTIONS.
DO NOT STAKE TREES EXCEPT WHERE
SPECIFIED BY LANDSCAPE ARCHITECT.
IF STAKING IS NECESSARY, USE TWO
OPPOSING STAKES WITH SEPARATE
FLEXIBLE TIES. REMOVE STAKING
AT END OF FIRST GROWING SEASON.
3" (5 CM) PINE STRAW MULCH. DO NOT
PLACE MULCH IN CONTACT WITH TRUNK.
4" (10 CM) RAISED RING OF SOIL TO
DIRECT WATER INTO ROOT BALL.
ESPECIALLY IMPORTANT IF TOP OF ROOT
BALL IS RAISED ABOVE GRADE.
BEFORE PLANTING, ADD 3-4" (7-10 CM)
OF WELL-COMPOSTED LEAVES, RECYCLED
OVERCUP OAK
QUERCUS LYRATA
C7.0 LANDSCAPING PLAN2-NOPROPERTY LINE
5-LP
2-DSM
BERM 5-FTO
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C8.1-NTDT.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
NTS
C8.1 NOTES & DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C8.1-NTDT.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
C8.2 NOTES & DETAILSNTS
REQUIRED DECORATIVE CAP AND BASE OR EQUIVALENT APPROVED BY FUQUAY VARINA
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C8.1-NTDT.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
C8.3 NOTES & DETAILSNTS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C8.1-NTDT.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
C8.4 NOTES & DETAILSNTS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\42392-Adams Vineyards\DWG\Sheet\CD\42392-C8.1-NTDT.dwg | Plotted by Bryant Inge07/22/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
K. ROBERTS
B. INGE
C8.5 NOTES & DETAILS1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3.REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS,
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE MIXTURE BELOW).
5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING
THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9.CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
SEEDBED PREPARATION
AGRICULTURAL LIMESTONE 2 TONS/ACRE – SMALL GRAIN STRAW
FERTILIZER 1,000 LBS/ACRE – 10-10-10
SUPERPHOSPHATE 500 LBS/ACRE – 20% ANALYSIS
MULCH 2 TONS/ACRE – SMALL GRAIN STRAW
ANCHOR 2 TONS/ACRE – SMALL GRAIN STRAW
MIXTURE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1):
DATE TYPE PLANTING RATE
AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE
MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE
APR 15 - JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
JUL 1 - AUG 15
TALL FESCUE AND BROWNTOP
MILLET OR SORGHUM-SUDAN
HYBRIDS***
125 LBS/ACRE (TALL FESCUE);
35 LBS/ACRE (BROWNTOP MILLET);
30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
SEEDING SCHEDULE
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1):
DATE TYPE PLANTING RATE
MAR 1 - JUN 1
SERICEA LESPEDEZA (SCARIFIED)
AND USE THE FOLLOWING
COMBINATIONS:
50 LBS/ACRE (SERICEA LESPEDEZA)
MAR 1 - APR 15 ADD TALL FESCUE 120 LBS/ACRE
MAR 1 - JUN 30 OR ADD WEEPING LOVE GRASS 10 LBS/ACRE
MAR 1 - JUN 30 OR ADD HULLED COMMON
BERMUDAGRASS 25 LBS/ACRE
JUN 1 - SEP 1
TALL FESCUE AND BROWNTOP
MILLET OR SORGHUM-SUDAN
HYBRIDS***
120 LBS/ACRE (TALL FESCUE);
35 LBS/ACRE (BROWNTOP MILLET);
30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED -
UNSCARIFIED) AND TALL FESCUE
70 LBS/ACRE (SERICEA LESPEDEZA);
120 LBS/ACRE (TALL FESCUE)
NOV 1 - MAR 1 AND ABRUZZI RYE 25 LBS/ACRE
***TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12" IN
HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
NTS
SITE DATA
SITE
VICINITY MAP
1" = 1,000'
ADAMS VINEYARDS
IMPACT MAPS
TOWN OF FUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA
RESIDENTIAL
0696-67-0266, PARTIAL OF 0696-57-3244
PROPOSED USE:
ZONING:
PINS:
(RA-CZD) - RESIDENTIAL AGRICULTURAL CONDITIONAL
ADAMS VINEYARDS SUBDIVISIONPROJECT:
ENGINEER:
KEITH ROBERTS, PE
PHONE: [phone]
RALEIGH, NC 27607
5410 TRINITY ROAD; SUITE 102
TIMMONS GROUP
FAX: [phone]
EMAIL: [e-mail]
STANCIL VINEYARD, LLC
TOTAL PARCEL AREA:44.72 ACRES
466 STANCIL ROAD
3315 JOHN ADAMS ROADPROPERTY LOCATION:
DEVELOPER/OWNER:
ANGIER, NC, 27501
TOWNSHIP:PANTHER BRANCH
42.81 ACRES
PHONE: [phone]
ZONING DISTRICT
TOTAL PROJECT AREA:
42.49 ACRESTOTAL PROJECT AREA
(AFTER ROW DEDICATION):NAD 83N
C

H
W
Y

4
2
JOHN ADAMS RDJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE07/31/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
B. INGE
K. ROBERTS
1" = 1,000'
C0.0 COVER SHEETSHEET INDEX
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C2.0 OVERALL IMPACT MAP
C3.0 PERMANENT IMPACT DETAIL
C4.0 TEMPORARY IMPACT DETAIL
XNCSR # 274760' PUBLIC R/WJOHN ADAMS ROADN
C

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4
2
10
0
'

P
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I
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R
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315315315310305300300305315
3
1
5
3
1
0
3
1
5
32
0
325330 335
3
3
5
340
3
4
0
335330325320
EXISTING POND
EXISTING SITE
BOUNDARY
EXISTING SITE
BOUNDARY
EX. 18" RCP
BENCHMARK
NCGS "BARBER"
NC GRID
NAD 83 (2012B)
NAVD 88
N: 667680.37'
E: 2096070.99'
ELEV: 339.94'
EXISTING WETLANDS
EXISTING WETLANDS
EXISTING POND
EXISTING WETLANDS
50' NEUSE
RIPARIAN
BUFFER
50' NEUSE
RIPARIAN
BUFFER
50' NEUSE
RIPARIAN
BUFFER
EXISTING STREAM CENTERLINE
EXISTING POND
NAD 830
SCALE 1"=200'
400'200'
FLOOD HAZARD SOILS
SUITABLE SOILS
ADJACENT PROPERTY LINE
EXISTING ROAD CENTER
EXISTING CONTOUR
FEMA 100-YR FLOODPLAIN
STREAM CENTERLINE
EXISTING LEGEND
EXISTING SITE BOUNDARY
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE07/31/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
B. INGE
K. ROBERTS
1" = 200'
C1.0 EXISTING CONDITIONS
11
10
17
18
14
15
12
13
9
7
8
5
6
21
3
27
20
2
19
1
2616
25
24
23
22
4
28
25A
24A
31
29
30
32
NCSR # 274760' PUBLIC R/WJOHN ADAMS ROADNC H
W
Y

4
2
100'
P
U
B
L
I
C

R
/
W
JOYC
E

D
R
I
V
E
CAB
E
R
N
E
T
FRA
N
C
D
RI
V
E
CAB
E
R
N
E
T

F
R
A
N
C

D
R
I
V
E
GRENACHELANESITE BOUNDARY
SITE BOUNDARY
20' PUBLIC
UTILITY EASEMENT
EXISTING POND
EXISTING WETLANDS
EXISTING POND
50' NEUSE
RIPARIAN
BUFFER
50' NEUSE
RIPARIAN
BUFFER
EXISTING POND
50' NEUSE
RIPARIAN
BUFFER
EXISTING WETLANDS
PERMANENT ZONE 1 BUFFER IMPACT
PERMANENT ZONE
2 BUFFER IMPACT
PERMANENT ZONE
2 BUFFER IMPACT
WETLANDS IMPACT
TEMPORARY ZONE 2
BUFFER IMPACT
TEMPORARY ZONE 2
BUFFER IMPACT
SEDIMENT BASIN #3
SEDIMENT BASIN #1
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE07/31/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
B. INGE
K. ROBERTS
1" = 200'
C2.0 OVERALL IMPACT MAPLEGEND
WETLANDS IMPACT NAD 830
SCALE 1"=200'
400'200'
PERMANENT ZONE 1 BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
PROPOSED IMPACT SUMMARY
PROPOSED IMPACT REMARKS
(SF)(AC)
PERMANENT WETLANDS IMPACT - CABERNET FRANC DR.8,909 0.205 ROAD CROSSING/GRADING
PERMANENT ZONE 1 BUFFER IMPACT - CABERNET FRANC DR.5,282 0.121 ROAD CROSSING/GRADING
PERMANENT ZONE 2 BUFFER IMPACT - CABERNET FRANC DR.3,380 0.078 ROAD CROSSING/GRADING
PERMANENT ZONE 2 BUFFER IMPACT - GRENACHE LN.652 0.015 ROAD CROSSING/GRADING
TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #1 4,911 0.113 S&EC MEASURES
TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #3 1,631 0.037 S&EC MEASURES
TEMPORARY ZONE 2 BUFFER IMPACT
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
IMPACT PLAN & PROFILE
320
325
330
335
340
320
325
330
335
340
327.7327.7328.1329.0330.47331.1410+00 11+00 11+75
57 LF
30" RCP
@ 0.52%
DI 401
TOP 331.30
INV IN 327.80 (N)
INV OUT 327.70 (S)
DEPTH 4.00'
22 LF
30" RCP
@ 0.90%
16
24
23
30" RCP
FES 402
DI 401
30" RCP
FES 400
50' NEUSE
RIPARIAN
BUFFER
EXISTING WETLANDS
PERMANENT ZONE 2
BUFFER IMPACT
PERMANENT ZONE 1
BUFFER IMPACT
PERMANENT ZONE 2
BUFFER IMPACT
PERMANENT ZONE 2
BUFFER IMPACT
PERMANENT
WETLANDS IMPACT
PERMANENT ZONE 1
BUFFER IMPACT
EXISTING POND
TEMPORARY ZONE 2
BUFFER IMPACT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE07/31/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
B. INGE
K. ROBERTS
1" = 200'
C3.0 PERMANENT IMPACT DETAILEXISTING GRADE
PROPOSED GRADE
PROPOSED IMPACT SUMMARY
PROPOSED IMPACT REMARKS
(SF)(AC)
PERMANENT WETLANDS IMPACT - CABERNET FRANC DR.8,909 0.205 ROAD CROSSING/GRADING
PERMANENT ZONE 1 BUFFER IMPACT - CABERNET FRANC DR.5,282 0.121 ROAD CROSSING/GRADING
PERMANENT ZONE 2 BUFFER IMPACT - CABERNET FRANC DR.3,380 0.078 ROAD CROSSING/GRADING
PERMANENT ZONE 2 BUFFER IMPACT - GRENACHE LN.652 0.015 ROAD CROSSING/GRADING
TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #1 4,911 0.113 S&EC MEASURES
TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #3 1,631 0.037 S&EC MEASURES
LEGEND
WETLANDS IMPACT NAD 83SCALE 1"=50'
100'50'0
PERMANENT ZONE 1 BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
TEMPORARY ZONE 2 BUFFER IMPACT
10
17
15
9
8
16
GRE
N
A
C
H
E
50' NEUSE
RIPARIAN
BUFFER
EXISTING WETLANDS
PERMANENT ZONE 2
BUFFER IMPACT
EXISTING POND
TEMPORARY ZONE 2
BUFFER IMPACT
TEMPORARY ZONE 2
BUFFER IMPACT
SEDIMENT BASIN #3
SEDIMENT BASIN #1
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE07/31/19
ADAMS VINEYARDSFUQUAY VARINA, WAKE COUNTY, NORTH CAROLINA42392
B. INGE
B. INGE
K. ROBERTS
1" = 200'
C4.0 TEMPORARY IMPACT DETAILPROPOSED IMPACT SUMMARY
PROPOSED IMPACT REMARKS
(SF)(AC)
PERMANENT WETLANDS IMPACT - CABERNET FRANC DR.8,909 0.205 ROAD CROSSING/GRADING
PERMANENT ZONE 1 BUFFER IMPACT - CABERNET FRANC DR.5,282 0.121 ROAD CROSSING/GRADING
PERMANENT ZONE 2 BUFFER IMPACT - CABERNET FRANC DR.3,380 0.078 ROAD CROSSING/GRADING
PERMANENT ZONE 2 BUFFER IMPACT - GRENACHE LN.652 0.015 ROAD CROSSING/GRADING
TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #1 4,911 0.113 S&EC MEASURES
TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #3 1,631 0.037 S&EC MEASURES
LEGEND
WETLANDS IMPACT
NAD 83
SCALE 1"=50'
100'50'0
PERMANENT ZONE 1 BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
TEMPORARY ZONE 2 BUFFER IMPACT