20190614 Ver 1_SHPO Sub_5.3.19_20190507

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P I L O T E N V I R 0 N M E N T A L, I N C
May 3, 2019
Ms. Renee Gledhill -Earley
State Historic Preservation Office
4617 Mail Service Center
Raleigh, North Carolina 27699-4617
Reference: State Historic Preservation Office Inquiry
Pilot at Sedgefield
Approximate 114 Acre Tract
5300 High Point Road
Greensboro, Guilford County, North Carolina
Pilot Project 1631.1
Dear Ms. Gledhill -Earley:
Pilot Environmental, Inc. (Pilot) is requesting your review and comment concerning the potential
effect on historic and archaeological resources associated with the proposed Pilot at Sedgefield
mixed use development on the approximate 114 acre tract located at 5300 High Point Road in
Greensboro, Guilford County, North Carolina. The site is depicted on the attached USGS
Topographic Map (Drawing 1) and aerial photograph (Drawing 2), which identify locations of site
photographs. The site is located within the GF1234-Pilot Life Insurance Headquarters Campus
and GF2993-Pilot Life -Sedgefield Historic District (Drawing 3) and contains buildings previously
associated with the Pilot Life complex, fields and wooded. Photographs depicting general site
conditions are included as an attachment.
The site is proposed to be developed with mixed use commercial, multifamily or senior living
facilities. The owner of the site and applicant for proposed road and utility infrastructure is KSL
Sedgefield Pilot, LLC (KSL). KSL purchased the property in 2008 with the intentions of developing
the site with a senior living complex. However, KSL abandoned their proposed plans for site
development with a senior living complex due to market conditions immediately following their
purchase of the site. Based on market conditions in 2015, KSL opted to facilitate development of
the site by third parties pursuant to the City of Greensboro approved Unified Development Plan
(UDP) dated July 28, 2015 and updated on March 5, 2019 (attached), which establishes the zoning
and permitted uses for the property. KSL recently entered into a contract to sell UDP Tract 4 to
Cameron General Contractors, Inc (Cameron). Cameron is the applicant for UDP Tract 4 for
proposed development with a senior living facility. KSL has also entered into a contract to sell
UDP Tract 2 to another developer for the construction of multifamily housing. KSL intends to
pursue future development for the remaining tracts of the UDP in accordance with the UDP, but
no other tracts are currently under contract.
PO Box 128, Kernersville, NC 27285
www.pilotenviro.com

Request for Information
State Historic Preservation Office Inquiry
May 3, 2019
KSL is mindful of the importance of the viewshed between the front of the buildings and High
Point Road to the potential future listing of the Pilot Life buildings on the National Register. In
order to protect this viewshed, KSL intends to create a viewshed easement for the benefit of the
Pilot Life buildings. The viewshed easement is depicted on the attached Exempt PLAT for KSL
Sedgefield Pilot, LLC prepared by Evans Engineering dated April 10, 2019, which will be recorded
before any tracts are sold. The owner of the property containing the Pilot Life buildings will have
the right to control the nature of any construction in the viewshed, as well as the right to maintain
the vegetation within the viewshed. The establishment of the viewshed will protect the Pilot Life
property by preserving the "front lawn" of the Pilot Life buildings and the vista enjoyed when
looking out from the front of the buildings toward High Point Road. The viewshed will also
protect the Pilot Life -Sedgefield Historic District by preserving the visual and spatial relationship
of the Pilot Life buildings to the Sedgefield neighborhood across High Point Road.
Pilot completed a stream and wetland delineation for the site in 2015 (Drawing 4). The
delineation completed by Pilot was not verified by the U.S. Army Corps of Engineers (USACE) or
the North Carolina Department of Environmental Quality— Division of Water Resources (NCDEQ-
DWR). Terracon Consultants Inc. (Terracon) completed a stream/wetland delineation in 2018 for
Tract 4 of the site (attached, Preliminary Site Plan, Dated May 2019, Terracon Project 71187511).
Following the delineations, the pond labeled as PA on Drawing 4 was drained. Due to constraints
with timing, the drained pond basin has not yet been evaluated for streams or wetlands that may
have formed within the bottom of the drained pond basin.
KSL intends to request a USACE Nationwide Permit (NWP) Verification 12 and as applicable a
corresponding NCDEQ-DWR Water Quality Certification (WQC) for the proposed unavoidable
temporary impact to Waters of the US (WoUS) associated with providing sanitary sewer services
to the eastern portion of the site. The first phase of the Pilot at Sedgefield Sewer Improvements
will provide sanitary sewer services to the eastern portion of the site. The attached Sanitary
Sewer Improvements prepared by LKC Engineering, PLLC (dated January 2019) show the locations
of the proposed first phase of the sewer line, pump station and the temporary impacts to WoUS.
With the exception of an aboveground pump station located on the southwestern portion of UDP
Tract 4 and manholes, the proposed sewer line improvements will be buried beneath the existing
ground surface. The proposed pump station will have a vegetative screening buffer planted
within the vicinity of the pump station fencing. The attached Pump Station Landscaping Plan
prepared by LKC Engineering PLLC (dated February 2019) depicts the approximate location and
designated planting of the vegetative screen. The pump station vegetative screen has been
designed to utilize native plantings to the extent possible. Please note, the vegetative screening
may have slight deviations to the location and designated plant species as a result of the sewer
line plan review and approval by the City of Greensboro. However, the applicant expects any
deviations to be minor and insignificant for purposes of determining the effect on cultural or
historical resources. Furthermore, the stream designated as Stream SB (Drawing 4) is subject to
the Randleman Lake Riparian Buffer regulations, thus requiring a minimum 30 -foot non-
disturbance vegetative buffer between the Pilot Life buildings and High Point Road. With the
exception of the proposed sewer line crossings, tree removal within the existing vegetative buffer
2

Request for Information
State Historic Preservation Office Inquiry
May 3, 2019
of Stream SB is not proposed to be removed and will further add to vegetative screening of the
pump station to the Pilot Life buildings. Based on the above information, it is our opinion that
the proposed first phase of the Pilot at Sedgefield Sewer Improvements will not result in an
adverse effect to historic or cultural resources. On behalf of the USACE and KSL, Pilot requests
the initiation of Section 106 consultation and review for the proposed first phase of the Pilot at
Sedgefield Sewer Improvements.
The second phase of the proposed Pilot at Sedgefield Sewer Improvements has been
conceptually designed as depicted on the attached Proposed Pump Station Overall Site Map
prepared by LCK Engineering, PLLC (dated February 2019). The second phase of the proposed
Pilot at Sedgefield Sewer Improvements will provide municipal sanitary sewer services to the
western portion of the Pilot at Sedgefield site. However, the second phase of the Pilot at
Sedgefield Sewer Improvements cannot be designed until a stream and wetland delineation has
been completed within the drained pond basin and potential impacts to WoUS can be
determined.
Cameron intends to request a USACE NWP Verification 29 and as applicable the corresponding
NCDEQ-DWR WQC for the proposed unavoidable permanent impact to WoUS associated with
the development of a senior living facility on UDP Tract 4. Cameron has worked closely with KSL
to design their buildings to complement the Pilot buildings and avoid encroachment into the Pilot
Life building's viewshed to High Point Road. The attached wetland impact drawings titled Resort
Lifestyle Communities prepared by Bowman Consulting Group, LTD (dated May 1, 2019) depict
proposed impacts to WoUS and UDP Tract 4 development. Cameron proposes to utilize a portion
of the Pilot Life viewshed with a stormwater retention device. Cameron intends to use a bio -cell
design that will contain a sodded cell with maximum of 50% tree/shrub canopy via interspersed
plantings/trees following five years post -construction. Cameron intends to use local/NCDEQ
approved species for planting within the proposed device. Fencing or other vertical
improvements associated with the stormwater retention device are not proposed. The final
stormwater retention device design may contain slight deviations to location and designated
plant species as a result of the proposed Tract 4 UDP plan review and approval by the City of
Greensboro. However, Cameron expects any deviations to be minor and insignificant for
purposes of determining affect to cultural or historical resources. Based on the above
information, it is our opinion that the proposed development of a senior living facility on UDP
Tract 4 will not result in an adverse effect to historic or cultural resources. On behalf of the USACE
and Cameron, Pilot requests the initiation of Section 106 consultation and review for the
proposed senior living facility on UDP Tract 4.
Mr. Timothy O'Halloran with Terracon Consultants submitted a Section 106 consultation request
to your office in anticipation of Section 106 consultation by the USACE for proposed impacts to
WoUS associated with development of UDP Tract 4. Your office responded to this request with
a letter (ER 19-0014) dated January 17, 2019 (attached). Your letter requested detailed site plans
and photographs depicting current site conditions. This request is meant to supersede the
3

Request for Information
State Historic Preservation Office Inquiry
May 3, 2019
previous request and provide your office with detailed information pertaining to the proposed
impacts to WoUS and site development activities of UDP Tract 4.
On January 22, 2019, Mr. Craig Taylor with KSL met with Mr. Mitch Wilds and Ms. Jenn Brosz with
the North Carolina Department of Cultural Resources (NCDCR) to tour the Pilot Life buildings.
Mr. Benjamin Briggs, Executive Director of Preservation Greensboro, Inc. was also present during
the site visit. During the visit, KSL was able to explain the proposed development of the Pilot at
Sedgefield, including the proposed viewshed easement, sewer and pump station improvements
and UDP Tract 4 development with a senior living facility. Ms. Brosz collected several
photographs of the viewshed area during the visit. It was the understanding of KSL that Mr. Wilds
and Ms. Brosz left with a positive impression of the preliminary discussions of site development
activities.
4

Request for Information
State Historic Preservation Office Inquiry
May 3, 2019
We appreciate your assistance. Please contact us at 336-310-4527 if you have any questions
concerning the site or this request.
Sincerely,
Bradle . Luckey, PWS
Project Manager
Zilch�ajel T. Brame, PWS
Principal
Attachments: Drawing 1— USGS Topographic Map
Drawing 2 — Aerial Photograph
Drawing 3 — NCSHPO — HPO GIS Map
Drawing 4 — Wetland Map
Unified Development Plan (UDP) recorded March 3, 2019
Exempt PLAT for KSL Sedgefield Pilot, LLC dated April 10, 2019 prepared by
Evans Engineering
Preliminary Site Plan, May 2019, Terracon Project 71187511
Sanitary Sewer Improvements dated January 2019 prepared by LKC Engineering,
PLLC
Pump Station Landscaping Plan dated February 2019 prepared by LKC
Engineering, PLLC
Proposed Pump Station Overall Site Map dated February 2019 prepared by LKC
Engineering, PLLC
Resort Lifestyle Communities dated May 1, 2019 prepared by Bowman
Consulting Group, LTD
NC SHPO Response Letter ER 19-0014 dated January 17, 2019
Photographs
CC: Mr. David Bailey, USACE
Ms. Sue Homewood, NCDEQ-DWR
Mr. Craig Taylor, KSL Sedgefield Pilot, LLC
Mr. Bob Lewis, Cameron General Contractors, Inc.
Mr. Timothy O'Halloran, Terracon Consultants, Inc
Mr. Patrick Korn, Terracon Consultants, Inc
5

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LEGEND
MUD): Site Boundary
dFb �- � ice_ ,Y q • 1r. r
Surveyed Only
J{
-Study Listed Boundary
Determined • :• •
1.0 Determined Eligible
Study-• Determined Eligible
Boundary •
W I I—❑

LEGEND
Site Boundary
Perennial Stream
■ ■ ■ ■ ■ ■ Intermittent Stream
Wetlands
SA1-5 Flag Number
DP -1 Q Data Point
PF 1-16
PFA 1-15
WWD1 - 1
SB
Surveyor
Locate
——
FLAG NUMBERS/INFO
WETLAND FLAGS =
STREAM FLAGS =
Stream Flags = Limits
Wetland Flags = 122
Total Flags = 136
r See Terracon
ream/Wetland Delineati
Preliminary Site Plan
Dated May 2019
Terracon Project 711875
HE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE PRELIMINARY AND APPROXIM.
ND/OR THE NCDEQ-DWR. THEY HAVE NOT BEEN SURVEYED OR GEOLOCATED. DELINEA
Drawing 5
Aerial Imagery from ESRI
and Pilot Field Notes
Scale: 1" = 500'
Date: 4.24.19
.r
PLOT
P I L O T E N V I R O N M E N T A L, I N C
Wetland Map
5300 High Point Road
Greensboro, Guilford County,
North Carolina
Pilot Project 1631.1

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Tract 6
oposed Use:
Open Space / Mitigation
,.reage: 1
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16-81 Acres +/-
732,387 SF +/-.
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Tract 1
Proposed Use:
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Mixed Use / Commercial / Residential
Acreage: 1
-1 8.91 Al +/-
513,751 SIF +/-
823,313 SF +/-
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Maximum Proposed:
If Residential
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225,000 SF GFA
Maximum Height:
1 4 Stories
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Minimum Open Space:
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1.89 Acres +i-
0.52 Acres +/-
— 82,331 SF +/-
22,500 SF +/-
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. Tract 2
Proposed Use:
Mixed Use / Commercial / Residential
Acreage:
16.72 Acres +/-
513,751 SIF +/-
728,485 SF +/-
130 Units
Maximum Proposed:
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260,000 SF i
Maximum Height
fa Stories
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72,848 SF +/-
26,000 SF
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Proposed Use:
I
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Multi -family
Acreage: ' 1
24.08 Acres +/- ,
1,049,069 SF +/-
Maximum Proposed:
1 226 Units
Maximum Height:
2 Stories,
I
Minimum Open Space:
I
. . �
3.61 Acres +/-
I
11 57,360 SF +/-
. (@15% of Site)
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I Tract 3 1 .
Proposed Use:
Mixed Use / Commercial / Residential / Re -Use
Acreage: I
43.10 Acres +/-
CRO -A
SS CCESS
1,877,349 SF +/-
PROPOSED PUBLIC STREET
Maximum Proposed:
If Residential* I
If Commercial*
571 Units
200,000 SF GFA**
Maximum Height:
4 Stories
I
Minimum Open Space:
6.6 Acres +/-
0.46 Acres +/-
281,602 SIF +/-
/-
20,000 SF +/-
((016% of Site)
(@ S5%
(@10% of GFA)
. Tract 3 may!
** Commercial
- Any commercial
I .
. will not be counted
I
_
I I
be mixed use of Residential and Commercial
1200,000 SF GFA maximum applies to new development.
;
adaptive reuse of existing buildings is excluded and
I I
toward the 200,000 SF maximum.
I I 11
VICINITYMAP SCALE: NOT TO SCALE 0
1 I
SITE DATA
Jurisdiction
City Of Greensboro, NC
Zoning .
Existing Zoning: . CD - PUD
Proposed Zoning: No Change
Site Acreage .
Tract 1 18.91 Acres +/- 823,313 SF+/-
, Tract 2 16.72 Acres +I- 728,485 SF +/-
Tract 3 43.10 Acres +/- 1,877,349 SF +/-
Tract 4 . 11.79 Acres +/- 513,751 SF +/-
Tract E5 24.08 Acres +/- 1,049,069 SF +/-
Tract 6 16.81 Acres +/- 732,387 SF +/-
Total S1W Acreage 131.41 Acres +/_ 5,724,354 SF +/-
Watershed Data
I Site Is Located In The Lower Randleman Lake Watershed GWA
,
WS -1V. -
,
Floodplain Data
Site Is Not Located In A Flood Hazard Area as determined by
'
Flood Insurance Rate Map, North Carolina, Panel 7832, City
of Greensboro 3710783200J, Effective Date: June 18, 2007.
Site Coverage
Built -Upon Area Permitted For Site 50.%
(Pell Di Option Of Lower Randleman GWA)
Max. Permitted BUA For Total Site: 65.71 Acres +/-
Site Information
Parcel Number: 156629
PIN Number: 7832-78-6157
Deed E3k-Pg: 6920-1579 .
Soil Type: Ii EnB, EnC, EnD, IrB, W
I
Setbacks
Tracts 1 812
.
Residential setbacks to comply with RM -26 district per
LDO, Section 30-7-3.2 I and non-residential
development to comply with commercial -medium district
per Section 30-7-5.1.
Tract 3
Residential setbacks to comply with RM -18 district
standards per LDO Section 30-7-3.2 (G) and
non-residential development to comply with
commercial -medium district per Section 30-7-5.1.
Tract 4
Residential setbacks to comply with RM -8 district .
standards per LDO Section 30-7-3.2 i
Tract 5 .
Residential setbacks to comply with RM -1 2 district
standards per LDO Section 30-7-3.2 (F).
LEGEND:
= iiiiiiiiiiii iiiiiiiiin m
TRACT LINES (NOT TO BE
. , . ,
. :, ;, ,..e
� 1�,Q,i"? ?i%.,. �0 -....
CONSIDERED PROPERTY LINES)
CRO -A
SS CCESS
— - - —
PROPOSED PUBLIC STREET
: .. +•:
SEAL : =1
(30'F -F WITH 50' RIGHT-OF-WAY)
7 *
427 o.
POSSIBLE ACCESS POINTS
— - - —
= =__ =
PROPOSED PUBLIC STREET
. ,
� . %. - j, ,-
%
(30'F -F WITH 50' RIGHT-OF-WAY)
.
(FUTURE PHASES) I
The Pilot at
*
�etiapfield
1111hill
5300 High Point Road
PETITIONERS:
. MR. MITCHELL K. BROWN .
KISCO SENIOR LIVING .
5790 FLEET STREET SUITE 300
CARLSBAD, CA 92008
. OWNERS:
. PIN# 7832786157
KSL SEDGEFIELD PILOT LLC
5790 FLEET STREET SUITE 300
CARLSBAD,CA 92008
[phone]
PREPARED BY:
1 601 N. TRADE STREET, SUITE 200
WINSTON-SALEM, NC 271 01
stimmellwww,stimmelpa.copin, 336.723.1067
LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING
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LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
LAND PLANNING
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CLIENT:
KSL SEDGEFIELD PILOT, LLC
5790 FLEET STREET .
SUITE 300
CARLSBAD, CA 92008
1
- -
DRAWN: CRS /SCO
I
DATE: 10/24/2018
REVISIONS: �
. Per City Comments 12/12/2018 (
I
. I
JOB. NO: . 18-238
SHEET TITLE:
UNIFIED I
DEVELOPMENT
PLAN . 1,
SCALE: 1 of = 200'
SHEET NO.:
UDP�l
(SHEET 1 OF 2)
0 STIMMEL ASSOCIATES, P.A.

Book 199 Page 107
PICKUP: CITY OF GREENSBORO
d
E
16
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ADJACENT OWNERS
Wiwi o-4? d4' - . ¢,.:,
i £r .4>�y�,', ••
;
.. �i sxxt•.
.,# a.
+
3f z,.r.>...a• a's . �i # .;;......s.,.;, u+x, `ea tR< g#}Hc NBC
:..`.,�,; �}z�-:ecFr'
_ 3 e".'�ei.-..�f £F _.: g. s ..
7c011,01
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rt�s�Rea,'
'tf ;.
».e..._:. e»sb."a>cp:.. up;,..
_.: . .. �...
ma rim: .'�i a�,, '.a:`g''
.i�+x3x"-aa'm!�u ...e�usF...?sz.aA• Sate ..''�,'.�. ,. �.r
riA A;: ,a,<.». •c -
..:fi"'t..
w7 £_ .+.0 ;w r±r�'
, �,.
1
7832-58-6658.00
4241-551
Adams Farm Community Assoc Inc
PO Box 777216
Greensboro NC 27417
CU -PDR
2
7832-76-9845.00
4898-222
Bratcher, Russel & Teresa
5505 Fleetwood Ln
Greensboro NC 27407
RS -30
3
7832-89-6466.00
516-480
Broadacres Inc
Address Unknown
Greensboro NC 55555
RS -40
4
7832-67-9096.00
5917-199
"anipe, Henry R & Ruth E
5500 High point Rd
Greensboro NC 27407
RS -20
5
7832-96-1967.00
Collins, Violet M
5315 High Point Rd
Greensboro NC 27407
RS -40
6
7832-76-5760.00
7660-991
Elliott, Amber M & Jeff G Jr
5508 Fleetwood Ln
Greensboro NC 27407
RS -40
7
7832-88-8832.00
7431-1079
Garrett, Lisa Dawn
3010 Lark Dr
Greensboro NC 27407
RS40
8
7832-89-7146.00
5767-3093
Garrett, Robert John & Kathleen W
2801 Alamance Rd
Greensboro NC 27407
RS -40
9
7832-76-8707.00
4874-240
Gosnell, Paul D & Pamela G
5504 Fleetwood Ln
Greensboro NC 27407
RS -40
10
7832-69-2526.00
4264-1399
Guilford County Board of Education
712 N Eugenie St
Greensboro NC 27401
GO -M
11
7832-76-2547.00
3992-1975
Hunter, Mabel W
5514 Wayne Rd
Greensboro NC 27407
RS -20
7832-76-4622.00
4857-2066
RS -40
12
7832-98-4252.00
1276-110
Jefferson -Pilot Life Ins Co
PO Box 20407
Greensboro NC 27420
GO -M
13
7832-57-9660.00
7059-317
John & Lou Ann Mothershead Family Trust! Trust B
368 Bossongl Dr
Asheboro NC 27205
RS -40
14
7832-97-8311.00
4775-1686
Leonard, Donald L & Marcia L
727 Medinahl Dr
Winston-Salem NC 27107
RS -40
15
7832-97-4788.00
6885-2224
Lincoln National Life Ins Co
Department
Greensboro NC 27401
GO -M
16
7832-76-6783.00
5880-2329
Lowder, Warren G & Vanessa H
5506 Fleetwood Ln
Greensboro NC 27407
RS -40
17
7832-86-9963.00
2901-936
Massey, Murray Franklin Jr & Margie G
5315 High Point Rd
Greensboro NC 27407
RS -40
18
7832-86-1961.00
6773-2713
McLean, Robert E
475 35th Ave NW
Naples FL 34120
RS -40
19
7832-86-4923.00
7518-878
Morris, James J
300OW Sedgiefield Dr
Greensboro NC 27407
RS -40
20
7833-70-8390.00
7533-1347
NC Department of Transportation
1505 Mail Service Center
� :aleigh NC 27699
RS -40
7e32-89-0946.00
7533-1347
7832-89-1555.00
7254-2907
21
7832-79-6565.00
_7141-1216
NC Department of Transportation
1546 Mail Service Center
Raleigh NC 27611
RS -40
7832-79-5501.00
7141-1219
7832-79-6637.00
7141-1219
7832-89-2397.00
5677-1111
22
7832-79-9348.00
7167-728
NC Department of Transportation
PO Box 14996
Greensboro NC 27415
RS -40
7832-79-7476.00
6805-1268
23
7832-87-7002.00
6949-2169
Nguyen, Mike Trung
6083 Grinsted Ct
Greensboro PIC 27455
RS -40
24
7832-79-1967.00
6897-849
Nichols, Shelia J
28 Hartsfield) Ct
Greensboro NC 27407
GO -M
25
7833-70-6434.00
4865-1876
Pilots Ridge Owners Assco
201 N Tryon St Suite 2650
Charlotte NC 28202
GO -M
7833-70-3099.00
4865-1876
26
7832-67-2554.00
4492-1000
Sedgefield Gate Home Owners Assoc
PO Box 2993
Greensboro NC 27402
GO -M
7832-67-6037.00
3249-305
27
7832-67-2554.00
5130-1658
Sedgefield Landing Assco Inc
3104 Sedgefield Gate Rd
Greensboro NC 27407
GO -M
5130-1658
7832-97-3001.00
4251-1434
Sheppard, Taylor & Susan
5311 High Point Rd
Greensboro NC 27407
RS -40
F307832-67-2352.00
7832-97-4197.00
Tolbert, GArland N & Sara
422 McKeli °Rd
Chillicothe OH 45601
RS -407832-56-2585.00
5717-893
Tucker, M Willard; Siegal, Barry S
3411 W Wendover Ave Unit D
GreEnsboro NC 27407
CU -HB
ZONING CONDITIONS
1) Uses: All uses permitted in the PUD zone except Manufactured Dwellings; Manufactured' Dwelling Parks; Sexually Oriented
Businesses; Rooming House; Fraternities and Sororities; Cemeteries; Wireless Communication Facility; Junk Motor Vehicles; Portable
Storage Units; Animal Shelters; TV/HDTV/AM/FM Broadcast Facilities; Amusement and Water Parks/Fairgrounds; Campgrounds and
Recreational Vehicle Parks; Pawn Shops; Satellite Dishes/TV and Radio Antennae Towers.
2) Tract 1 and -tract 2, proposed mixed use/commercial, shall be limited to uses permitted in the R, RM, TN, MU, CL, CM, CH, and O
zoning districts.
a) A mix of residential and commercial uses is allowed. The number of residential units in Tract 1 (18.91 acres) shall not
exceed 445 units with a maximum building height of four stories and a minimum open space of 1.89 acres. Commercial square
footage in this tract shall not exceed 225,000 (GFA), with a minimum open space of 10.52 acres.
b) A mix of residential and commercial uses is allowed. The number of residential units in Tract 2 (16.72) acres shall not
exceed 380 units. If developed as residential, there will be a minimum open space of 1.67 acres. Commercial square footage
in this tract shall not exceed 260,000 (GFA), with a minimum of 0.6 acres of the Tract reserved for open space. No building in
Tract 2 shall exceed 5 stories in height.
2A) The following Conditions will apply to the western property boundary of Tract 1 contiguous with the Sedgefield Landing
community.
a) in conjunction with the initial phase of any new construction, a minimum 84 inch (where permitted) opaque fence will be
constructed along the western side of Tract 1 that abuts Sedgefield Landing. The fence will be continuous (no breaks), and will
continue along the entire Tract 1 property line beginning with the southernmost point of the Duke Power right-of-way, if
permitted, and continuing to the point where the fence meets the existing NCDOT sound wal(, if the DOT permits.
b) A gate will be constructed in the fence, if permitted,' at the point where the fence crosses the Duke Power right-of-way.
c) There shall be a 35 foot wide buffer along the entire property line of Tract 1 that abuts Sedgefield Landing consisting of
evergreen plantings in order to achieve a consistent visual screen. The initial evergireen plantings in this buffer shall be 6' tall
and shall be installed on the Sedgefield Landing side of the fence, with the fence installed no closer than 15 feet to the property
ne where there are Sedgefieid Landing residences within 25 feet of i ie prop -city iin,e and vwili b -a at ieasi 6: 1 -et s orn the
property line in all other instances.
d) Es'Adings located within 75 feet of the property, line on Tract 1 which directi;; abuts the Sedger-ieid Landing community shah
be no more than one story in height (structures outside of this 75 foot boundary may exceed one story). Businesses located in
those buildings shall have operating hours of no earlier than 6 a.m. and no later than midnight; and, subject to City approval,
there shall be no vehicle access behind these buildings.
e) Trash dumpsters shall be screened and located at least 50 feet from the western property boundary of Tract 1 that abuts
Sedgefield Landing.
f) There will be no vehicular traffic access from the end of Sedgefield Gate Road in Sedgefield Landing onto the subject
property, or from the subject property onto Sedgefield Gate Road.
3) Tract 3 (43.1 acres), proposed mixed use/commercial/residential/adaptive reuse, shall be limited to:
a) All uses permitted in R, RM, and TN districts with dwelling units not to exceed 57'1 units with a maximum building height of 4
stories.
b) Uses permitted in retail, office or an institutional setting containing uses permitted in R, RM, MU, PI, CL, CM, CH, CN and
O zoning districts. New commercial square footage will not exceed 200,000 square feet (GFA), in addition to the square
footage of existing buildings located on Tract 3 as of March 9, 2015.
c) A mix of residential and commercial uses is allowed.
4) Tracts 4 (11,79 acres) and 5 (24.08 acres), proposed residential, shall be limited to uses permitted in the R, RM and TN districts'
and shall be further conditioned as follows:
a) The number of residential units in Tract 4 shall not exceed 130 units with a maximum building height of three stories.
Additionally, uses shall be limited to multifamily (Elderly). Chain link fencing is prohibited. No garages or storage buildings
shall be located between High Point Road and the principal structure. Vinyl or stucco materials are prohibited on all exterior
elevations.
b) The number of residential units in Tract 5 shall not exceed 226 units, with a rnaximum building height of two stories and a
minimum open space of 3.61 acres.
5) Tract 6 (16.81 acres) will be reserved as a buffer and mitigation site, with permitted uses limited to those consistent with the PNR
district, with an exception to allow construction necessary for wetland mitigation and storm water control.
BEARINGS & DISTANCE
N45°5635 -W
99.98' i•
N45°55'51"W
12.24'
N45°5651"W
200.43'
�/•g23360`...
S61°3(181 '_
D"%.� G
"Z
S45°5740 -E .•/
40.31'%'20'5p'UY N75°1243"E
2500' 80.59'
5.W
d Ct3=S49°30'31"W N39°41"11'E
CH=71.20' 175.1'
+�•�- CZN RAD=560.07' N 28.093„E
12"B S37°2745"E
j6°Zk7a"W N7 9a}i.. ., �. �� 22.60'
272• �{•.'rr++..+�•+ � � ��^�
t7�
N1 5561 E
ft81O IWE S41°23'57"
4° �� 1rs�so
113.7T
9P �•
U.'
tf
PLAT BOOK lqq PAGE _
R
f
oya
4,
N7
s ;
S21'1r09'E
H=104.61iISA'
-v6,00. R=133.70'
57 183.81 :i-S00'35'44"V1
S1 1ii 133.19'
CH=167.5867.5V '
R=351.76'
5719984 , f, S26'58'00
Z S85°42'34"W ^' 12.16'
39
s7ro 5 583'43` "W •'
100.05'
v` 160• 68.00' •rr_•r.•.w.•aru�+.• r•�Ti+�."�- "�I3
S86'39'50'W
+'-�.i•• 1023.6
2' 1°
f �.�••'/! .W S60' $ S88 3909
57911'S6n
99.77' S7 959786
52 99•`,14' 66.99
S16'.v l S7 525 A1'
General notes
1. Stormwater Management Device areas shown are
approximate locations and do not reflect actual sizing.
Actual location, type, and sizing to be determined during
final engineering.
2. The development shown on this pian is within five statute
miles of the airport air operation area. According to Session
.Law 2012-200 Senate Bill 229 Part IV, the City of
Greensboro encouraged and the design engineer
considered alternative Stormwater Control Measures
included in the North Carolina Best Management Practice
Manual developed by NCDENR other than wet ponds or
those that promote standing water
3. Maximum Built -Upon Area is calculated for the entire site.
Upon subdivision of individual tracts, allocated percentages
may vary based on use, but overall site is not to exceed
maximum permitted BUA as listed above.
4. A watershed/stormwater plan, including construction plans
for the watershed/stormwater devices, must be submitted
and approved by the City of Greensboro Technical Review
Committee prior to obtaining a grading or building permit for
this site.
5. Treatment of existing impervious area (13.28 Acres) will not
be required and is exempt from water quality requirements.
Phasing notes
1. . Proposed phasing to occur with sequence of tract numbers
with Tracts 1 & 2 being the first two phases. Tracts 3 & 4
will be future phases.
2. Tract 6 to remain undeveloped open space.
Easement motes
ned in accordance
c
shall be utilized and maintained 1. Easements
with the provisions of and disclaimers contained in Section
30-12-8.1 (b) and (d) of the City of Greensboro Land
Development Ordinance.
2. Easement encroachments shall be governed by the City of
Greensboro Zoning Requirements as found in the Land
Development Ordinance Section 30-7-1.6.
Unified_Deaelopment Plan notes
1. Landscaping will be provided in accordance with Section
30-10-2 of the Land Development Ordinance.
2. Accessory freestanding sign specifications shall be in
accordance with the City of Greensboro Land
Development Ordinance Section 30-7-7.2 (E)(12).
3. Fence / Wail Heights shall conform to Section 30-9-4 of
the City of Greensboro Land Development Ordinance.
4. The internal street network as shown is conceptual. A
revised UDP shall be required prior to development of
Tracts 3, 4 and 5 for review and approval by TRC and the
City of Greensboro Planning Board.
5. Offsite road improvements along Alamance Road, per
recommendations of the approved TIS, shall be reviewed
for phasing of construction for Tracts 3, 4 and 5 as part of
the revised UDP prior to development of Tracts 3, 4 and 5.
i
BK: P 199(I'II'IIII'IIIII'�IIIIIIIIIIIIII IIIIIII
PG • 106-107 2019010569
RECORDED: NC FEE $42.00
03-05-2019 GUILFORD COUNTY, NC
03:40:14 PM JEFF L. THIGPEN
BY: ERIC P GERRINGER REGISTER OF DEEDS
DEPUTY -GB
STREAM BUFFER REQUIREMENTS
All stream buffers are shown.on this plan. All stream buffers shall have the following requirements:
1) Zone 1 1(30' wide) is the portion of a riparian protection area located closest to the stream.
It is intend+ed to be an undisturbed area of vegetation.
2) Zone 2 (20' wide) is the remainder of a riparian protection area. It is intended to provide
protection through a vegetated riparian zone which provides for diffusion and infiltration of
runoff and filtering of pollutants.
3) Zone 3 (50' wide) is not part of a riparian protection area and therefore is subject to less
extensive requirements than Zones 1 and 2. Zone 3 covers the outermost 50 feet of the 100
foot perennial stream buffer under the high-density option. No new built upon area is to be
placed in this zone.
Refer to Section 30-12-3.9 of the Greensboro Land Development Ordinance for buffer restrictions.
UNIFIED DEVELOPMENT PLAN CERTIFICATION
This is not a subdiivision as defined by the City of Greensboro Subdivision Ordinance.
A� 3/s -It ti
City of Greensboro
This plan was not prepared in accordance with 47-30 since it is for illustrative and notice purposes only, .
all areas and boundaries shown are approximate. This map shall not be used to convey or define
specific property liines or areas.
Landscape Architect
VICINITYMAP SCALE: NOT TO SCALE 0 1
Stimmel
LANDSCAPE ARC.MiTECTURE
CIVIL: ENGINEERING
LAND PLANNING
601 . TRADE STREET, SUiTE 2.00
WINSTON-SALEM, K 27101.
P: 336.723,1067 R-136.72-311069;
E: frontdesk alstimmelp&com
wwtivs Imm paxom
SITE DATA
Jurisdiction 'MC
City Of Greensboro, NC ��o�. , . ,TF'�� �•� �N O�''.�
` .•CRPOR,�r:•s ��'. OQ:'••PNDsoq•'•;i �'.
Zoning c, F•s �:Q �`•
Existing Zoning: CD - PUD
Proposed Zoning: No Change SEAL 7 0:
Site Acreage ti' . c - s g .: 0
Tract 1 18.91 Acres +/- 823,313 SF+I- •,�'ORTti •C •R��'���`�� •,'i�'qS•" ••S �����•
Tract 2 16.72 Acres +/- 728,485 SF +/- OR Q.1 01
Tract 3 43.10 Acres +/- 1,877,349 SF +/-
Tract 4 11.79 Acres +/- 513,751 SF +/-
Tract S 24.08 Acres +/- 1,049,069 SF +/- PROJECT:
Tract 6 16.81 Acres +1- 732,387 SF +/-
Total Site Aaeage 131.41 Acres +/_ 5,724,354 SF +/-
Watershed Data
Site Is Located In The Lower Randleman Lake Watershed GWA
WS -IV,
Floodplain Data
Site Is Not Located In A Flood Hazard Area as determined by
Flood Insurance Rate Map, North Carolina, Panel 7832, City
of Greensboro 3710783200J, Effective Date: June 18, 2007.
Site Coverage Z
Built -Upon Area Permitted For Site 50%
(PerhFQ h DA* Opilm OfLowerRardlan n GWA)
Q'
Max. permitted BUA For Total Site: 65.71 Acres +l -
Site Information O
Parcel Number: 156629
PIN Number: 7832-78-6157 ■ U)
Deed lBk-pg: 6920-1579 t
Ot'
Soil Type: CcB, EnB, EnC, EnD, irB, W
W
Setbacks
Tracts 1 & 2
Residential setbacks to comply with RM -26 district per
LDO Section 30-7-3.2 (H) and non-residential
development to comply with commercial -medium district 4 -
per Section 30-7-5.1. O
Tract 3 c
Residential setbacks to comply with RM -18 district
Z.,
standards per LDO Section 30-7-3.2 (G) and
non-residential development to comply with co
'
commercial -medium district per Section 30-7-5.1. �; U
Tract 4
Residential setbacks to comply with RM -8 district
standards per LDO Section 30-7-3.2 (E).
Tract 5
Residential setbacks to comply with RM -12 district
standards per LDO Section 30-7-3.2 (F).
CLIENT:
LEGEND: KSL SEDGEFIELD PILOT, LLC
TRACT LINESNOT TO BE 5790 FLEET STREET
LINES(
CONSIDEREQ PROPERTY LINES) SUITE 300
CROSS -ACCESS CARLSBAD, CA 92008
PROPOSED PUBLIC STREET
(30' F -F WITH 50' RiGHT-OF-WAY) DRAWN: CRS % SCO
POSSIBLE ACCESS POINTS DATE: 10/24/2018
PROPOSED PUBLIC STREET REVISIONS:
0 (30' F -F WITH 50' RIGHT-OF-WAY) Per City Comments 12/12/2018
(FUTURE PHASES)
The Pilot at
S left d g e f i
le% I d JOB. NO: 18-238
53,00 High Point Road SHEET TITLE:
PETITIONERS:
MR. lUI1TCHELL K. BROWN U N I F I E D
KIS SENIOR LIVING
5790 FDEVELOPMENT
57901 FLEET STREET SUITE 300
CARLSBAD, CA 92008 PLAN
OWNERS:
PIN# 7832786157
KSL SEDGEFIELD PILOT LLC
5790 FLEET STREET SUITE 300
CARLSBAD,CA 92008 SCALE: 1" = 200'
[phone]
PREPARED BY: SHEET NO.:
' 1 WINSTON-SALEM,
STREET, 271101 z�
I wwwsdmrnelpa.com 336.723.1.067
LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING UDP�2
0 200 400 600
(SHEET 2 OF 2)
NORTH SCALE: 1" = 200' ® STIMMEL ASSOCIATES, P.A.

OWNERSHIP AND DEDICATION STATEMENT:
The undersigned hereby acknowledge(s) this plat and allotment
to be their free act and deed and hereby dedicate(s) to
public use as Streets, Playgrounds, Parks, Open Spaces and
Easements forever all areas so shown or indicated as public on
said Plat, and authorize(s) the City of Greensboro to record
this Plat in the office of the Register of Deeds of Guilford
County, NC,
KSL SEDGEFIELD, INC„ by recordation of this plat, hereby gives,
grants and conveys to AT&T, Duke Energy, Piedmont Natural
Gas Company, Time Warner Cable and the City of Greensboro,
their respective successors and assigns right-of-way and
easements to maintain and service their respective wires, lines,
conduits and pipes in their present locations together with the
right of ingress and egress as necessary, for the purpose of
maintaining and servicing said wires, lines, conduits and pipes,
When grade of adjacent property does not conform to the
street grade, an easement is effective for the purpose of
sloping embankments from street grade level at the property
line having a slope ratio of three feet horizontal for each
foot vertical dimensions,
SIGNED
PRINT NAME
Certificate of Survey Accuracyi
I,_Robert S, Dischinger, certify that this plat was drawn
under my supervision from an actual survey made under my
supervision (deed description recorded in Book 6920. Page
1579,); that the boundaries not surveyed are clearly
indicated as drawn from information found in Book SEE Page
MAP, that the ratio of precision as calculated is 1':50,000';
that this plat was prepared in accordance with G,S, 47-30
as amended, Witness my original signature, registration
number and seal this 10 day of APRIL. AD, 2019 .
(11)a. This survey creates a subdivision of land within the
area of a county or municipality that has an ordinance
that regulates parcels of land;
PRELIMINARY LAN
NOT FOR REC❑RDATI❑N CONVEY
ROBERT S, DISCHINGER PLS -4521
❑■
L- 4521
Certificate stating no approval is required by Division of
Highways of the North Carolina Department of
Transportations
This plat does not require certificate of approval by the
Division of Highways as provided in N,C,G,S, 136-102,6, subsection (g)
Signed
Planning Director
Certificate of Review ❑fficerl
State of North Carolina
County of Guilford
I, Review Officer of Guilford
County, certify that the map or plat to which this
certification is affixed meets all statutory requirements
for recording.
Review Officer
APPROVAL FOR REC❑RDATI❑N BL❑CKI
Approval for recordation by the City of Greensboro, North
Carolina on the day of, , 2019, pursuant to the
Greensboro Development Ordinance,
Signed
Planning Director
STANDARD EASEMENT N❑TEs
Easements shall be utilized and maintained in accordance with
the provisions of and disclaimers contained in Section 30-12-8.1
(B) and (D) of the City of Greensboro Land Development Ordinance,
LOTS 1 & 2
RESIDENTIAL SETBACKS TO COMPLY WITH RM -26 DISTRICT PER
LD❑ SECTI❑N 30-7-3.2(H) AND N❑N-RESIDENTIAL DEVELOPMENT TO
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-51.
LOT 3
RESIDENTIAL SETBACKS TO COMPLY WITH RM -18 DISTRICT STANDARDS
PER LD❑ SECTION 30-7-3.2(6) AND N❑N-RESIDENTIAL DEVELOPMENT TO
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-51.
LOT 4 RESIDENTIAL SETBACKS TO COMPLY WITH RM -8
DISTRICT STANDARDS PER LD❑ SECTI❑N 30-7-3.2(E),
LOT 5 RESIDENTIAL SETBACKS TO COMPLY WITH RM -12
DISTRICT STANDARDS PER LD❑ SECTI❑N 30-7-3.2(F),
NOTE: UDP TRACTS 1 AND 5 ARE NOT PART OF THIS PLAT,
LOT 3 SITE DATA:
AREA: ±86.08 ACRES
LOT 3 AS SHOWN ON THIS EXEMPT PLAT IS THE
REMAINING AREA
LOT 2 SITE DATA:
AREA: ±16.72 ACRES
PROPOSED USES:MIXED-COM/RES
MAX BUILDING HEIGHT: 5 STORIES
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -26 DISTRICT
MAX. UNITS: 380
MIN. OPEN SPACE: 1.67 AC
% OF OPEN SPACE REQ'D: 10%
COMMERCIAL REQUIREMENTS:
SETBACKS: COMPLY WITH C -M DISTRICT
MAX. GFA: 260,000 SF
MIN. OPEN SPACE: 0.60 AC
% OF OPEN SPACE REQ'D: 10%
LOT 4 SITE DATA:
AREA: ±11.79 ACRES
PROPOSED USES: MULTI FAMILY -ELDERLY
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -8 DISTRICT
MAX. UNITS: 130
MIN. OPEN SPACE: 1.77 AC
% OF OPEN SPACE REQ'D: 15%
LOT 6 SITE DATA:
THIS TRACT WILL REMAIN UNDEVELOPED AND
UNDISTURBED AND WILL BE ALLOCATED AS OPEN SPACE.
AREA: ±16.81 ACRES
OPEN SPACE PROVIDED: 16.81 AC
S
A
VEGETATED
BUFFER
RIPARIAN
BUFFER
UNDISTURBED
BUFFER
WIDTH OF STREAM
-01111 - - - - - ►
FROM TOB TO TOB
UNDISTURBED
BUFFER
STREAM BUFFER DETAIL
N.T.S.
1, AREA DETERMINED BY LEAST SQUARES METHOD,
2, THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD
AREA AS DETERMINED BY THE DEPARTMENT OF HOUSING
AND URBAN DEVELOPMENT PER PANEL MAP 3710783200J
ZONE 'X' DATED JUNE 18, 2008.
3. BOUNDARY LINES NOT SURVEYED ARE SHOWN DASHED,
4. DEED REFERENCES:
D.B. 6920 PG. 1579 GUILFORD COUNTY IS SUBJECT PROPERTY,
EVANS ENGINEERING HAS NOT PERFORMED ANY TITLE SEARCH,
5. TOTAL AREA= 131,415 ACRES,
RIPARIAN
BUFFER
VEGETATED
BUFFER
PICK UPI CITY OF GREENSBORO
PILOTS RIDGE OWNERS ASS❑CIATI❑N
COMMON ELEMENTS
D.B. 4865 PG. 1876
P.B. 139 PG. 99
T.M. 0072390
ZONED GO -M
CP REPLACES EIP
FROM 5-04-1996 SURVEY
FROM 3-20-2008 SURVEY
WAS IN C/L TRACKS NOW
L62' WEST OF TRACKS
/ N.C.D.❑.T.
PIL❑TS RIDGE, LLC ` D.B. 7533 PG. 134`
COMMON ELEMENTS T.M. 0220476
D.B. 4865 PG. 1876 C�j
P.B. 139 PG. 98 / I c ,T; <
` T.M. 0072390 OO
ZONED GO -M / / O -
NIP u�oo F c�G�� o0h
CP REPLACES EIP gyp l�l)�00�� 9,
FROM 5-04-1996 SURVEY cti
FROM 3-20-2008 SURVEY , S
EIP
/ O
�05l�
84�
�
/LOT 6 �cb
EIP �
6. THIS SURVEY IS OF AN ACTUAL FIELD SURVEY HAVING <� K SEDGEFIELD PIL❑T C.D.❑.T.
AN ERROR OF LESS THAN 1'66,650' FEET, T �� T 98TI� , D.B. 6920 PG. 1579 D,�/5542 PG. 1649
T.M. 0156629 D.B. 5544 PG. 1359
7. ALL DISTANCES SHOWN HEREON ARE IN US SURVEY FEET T06 jF p c�6 / 16,822 ACRES o D'B. 6478 PG. 2231 /
UNLESS SPECIFIED OTHERWISE, p c 8- T < / l� P.B.\8 PG. 35 /
S p I� t( •� Fd �T T.M. 272-i5-\2,3,4,5,6,7,11
8. PROPERTY IS CURRENTLY ZONED PUD, P �(b <�y� Z❑NED�❑
9 THERE ARE NORTH CAROLINA GEODETIC SURVEY MARKERS`L� p p .off 93\��f
[fl�li�l�r_l:IA�
CURVE
CHORD BEARING
CHORD
ARCLEN
RADIUS
C-1
112.22'
S49°30'29'E
71.19'
71.25'
502.78'
C-2
improvements without prior written
S58°00'19'W
204.71'
204.89'
1400.00'
C-3
40.31'
N55°12'59'E
192.51'
192.72'
1190.00'
C-4
N64'39'44'E
199.41'
199.64'
1190.00'
C-5
29.05'
S31°20'47'E
104.82'
105.01'
502.78'
C-6
BACK CURBING
S30'17'32'E
229.82'
230.11'
1318.27'
C-7
55.49'
S32°03'54'E
52.47'
52.50'
464.99'
C-8
ENGINEERS, SURVEYORS, PLANNERS
S18'22'21'E
168.81'
169.75'
464.99'
C-9
I
S32°32'31'E
267.65'
276.07'
321.14'
C-10S53'35'30'E
SHOWN ARE IN THE EXACT L❑CATI❑N INDICATED ALTHOUGH HE DOES
S37°27'45'E
148.80'
148.90'
1192.05'
C-11
103.92'
S21°17'08'E
104.61'
107.48'
133.70'
17-12
more particularly set forth in a
S13°11'10'E
167.58' 1
169.21' 1
351.76'
I TNF TARI F
LINE
BEARING
DISTANCE
L-1
N45°56'35'W
112.22'
L-2
1 Inch=200ft.
N44°46'15'W
100.00'
L-3
improvements without prior written
S44°46'07'E
100.01'
L-4
DEED BOOK
S45°57'40'E
40.31'
L-5
UTILITY NOTICE:
S44°20'50'W
25.00'
L-6
S46°06'30'E
3.28'
L-7
E VANS ENGINEERING, INC.
S27°49'58'E
29.05'
L-8
Property' reserves the right to
S67°24'22'W
88.90'
L-9
BACK CURBING
N45°56'51'W
200.43'
L-10
SURVEY INF❑RMATI❑N, RECORDED EASEMENTS, AND EXISTING DRAWINGS. THE
N70°42'04'E
55.49'
L-11
Q
N75°07'36'E
85.60'
L-12
ENGINEERS, SURVEYORS, PLANNERS
N66°43'27'E
50.58'
L-13
are allowed for the installation
N75°17'08'E
81.23'
L-14
NEW IR❑N PIPE
S41°07'30'E
113.58'
L-15
SHOWN ARE IN THE EXACT L❑CATI❑N INDICATED ALTHOUGH HE DOES
S37°27'45'E
22.60'
L-16
O
S37°20'13'E
103.92'
L-17
PHONE: [phone] FAX: [phone]
S52°39'08'W
4.98'
L-18
more particularly set forth in a
S35°17'57'E
36.40'
L-19
EXISTING IR❑N PIPE
S43°21'44'E
137.53'
L-20
INF❑RMATI❑N AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED
S44°19'00'E
0.46'
L-21
O
S00°35'40'W
133.19'
L-22
LICENSE C-0168
S67°46'45'W
99.78'
L-23
subsequently recorded.
q Y
S71°57'26'W
99.91'
L-24
S79°11'56'W
99.77'
L-25
S85°42'34'W
100.05'
L-26
S88°39'09'W
66.99'
L-27
S83°43'39'W
68.00'
L-28
S80°48'22'W
99.94'
L-29
S76°40'25'W
100.32'
L-30
S77°10'20'W
99.99'
L-31
N12°52'58'E
128.80'
L-32
N51°12'49'W
32.18'
L-33
N05°01'28'W
103.87'
L-34
N48°34'47'E
132.79'
L-35
N40°59'14'E
95.45'
L-36
N52°09'07'E
191.41'
L-37
N37°04'24'E
85.31'
L-38
N55°43'37'E
63.74'
L-39
N25°45'39'E
76.16'
L-40
N46°19'39'E
91.18'
L-41
N32°28'43'W
57.48'
L-42
N07°39'15'E
123.37'
PLAT BOOK PAGE
ZONING CASE #CD5078 CAS HERE AFTER AMENDED)
1) Uses: All uses permitted in the PUD district except manufactured dwellings, manufactured
dwelling parks, sexually oriented businesses, rooming houses, fraternities and sororities,
cemeteries, wireless communication facility, junk motor vehicles, portable storage units, animal
shelters, TV/HDTV/AM/FM broadcast facilities, amusement and water parks/fairgrounds,
campgrounds and recreational vehicle parks, pawn shops, satellite dishes/TV and radio
antennae towers,
WITHIN 2000 FEET OF SUBJECT PROPERTY AS SHOWN, 9�GQ ~ ti0'2, �c, c�/ e���iP - - - - - �i �`� 2) Tract 1 and Tract 2, proposed mixed use/commerdal, shall be limited to uses permitted in
the R, RM, TN, MU, CL, CM, CH, and ❑ zoning districts,
10. PROPERTY IS PART OF 1999 COUNTY TAX MAP 11-684-868-2 ti� �, Q �� / ✓,����"��\ ��� GI / , , �i '
AND CURRENTLY LISTED AS PARCEL ID 0156629, OU� P�00 GOS S\ , OLD CONIC, / f> J / / / i ___ �/ . a) A mix of residential and commercial uses is allowed, The number of residential units in
P L MONUMENT ' / `A/ '�� .'� �-'' -"-'�
11, PROPOSED PUBLIC SANITARY SEWER EASEMENTS AND F O \ o s ♦ ♦--___ Tract 1 (18,91 acres) shall not exceed 445 units with a maximum building height of four stories
PROPOSED PUMP STATION EASEMENT T❑ BE DEDICATED �ti�Q��` c��' �Fe �?'� / / �q"� / / s ♦ ♦ -'' ---7 __ and a minimum open space of 1,89 acres, Commercial square footage in this tract shall not
BY THIS PLAT, 0 GD ♦^ --7 exceed 225,000 (GFA), with a minimum open space of 0,52 acres,
Fav eF �P �ti 3 OJ <p N65 113,2/ ♦ ,
12, ALL REFERENCES TO UDP SHALL REFER TO THE UNIFIED O� EIP'S / ISO___ ___,_-______- b) A mix of residential and commercial uses is allowed, The number of residential units in
DEVELOPMENT PLAT RECORDED IN PLAT BOOK 192, F�ti�� / <� (RWM _,C'''EP -�- 'C--- I Tract 2 (16,72 acres) shall not exceed 380 units, If developed as residential, there will be a
PAGE 24 & 25, AS HERE AFTER AMENDED, REVISED PLAT O �Q �� NIP --' EP E��PN ------------ i minimum open space of 1,67 acres, Commercial square footage in this tract shall not exceed
BOOK 199, PAGE 106 107, �� �� , �` / 1 _,GRASS M 2600000 (GFA), with a minimum of 0,6 acres of the Tract reserved for open space, No building in
g. ti3 / „� 3' RWM f ,_ __ __-'Ep �`J Tract 2 shall exceed 5 stories in height,
GUILF❑RD COUNTY BOARD OF EDUCATI❑N Ch1 �� , /�A,32 576.225 w °19:OA\ ;_- U, __-'' EP ---- 09L'/ ♦ �`
D.B. 4264 PG. 1399 e co 5 7g 72,75 brj $�%' ] ��° _ "E vdF 00 `� 2(A) The following Conditions will apply to the western property boundary of Tract 1
\� N,C,D,❑.T. contiguous with the Sed efield Landing community,
P.B. 121 PG. 100, 101 � 31 / ,S6 175. Op 2 , S _-�" ./,,__- 5.1103 S � � 9 9 9 Y,
B' N' A30' <�� N ,--'- ,-' N7 27,� ►` �\ 1J. 5677 PG. 111 `
T.M. 0095287 °�v G 1
ZONED ❑ �� IOvQ�S R,�-''' _ IA �� ,-,-' P.B. 8 PG. 35
SPIKE `O <r � ` / `� ti0 a) In conjunction with the initial phase of any new construction, a minimum 84 Inch (where
ti1 /CRWM __ - -"� F� L-13 Oji S ��\ T.M. 272-15-2 permitted) opaque fence will be constructed along the western side of Tract 1 that abuts
o0� o �� (RWM �► /� 2 v, Z❑NED ❑ Y' / P9
CRW i '' CRWM �� �� ` �� / \ , , �` A Sedgefield Landing, The fence will be continuous (no breaks), and will continue along the entire
ry°� � ✓cp s� �2 / ��� �Q �q� Tract 1 property line beginning with the southernmost point of the Duke Power right-of-way,
�00 ' �� 'E �,1 I\ ti ✓- , �b / \ i ) `� 0 if permitted, and continuing to the point where the fence meets the existing NCD❑T sound wall,
�r� PC, �2''� ,�'� ' - l Ngl°19'25 (RWM L'11 sr '✓✓f `\`\ O S� / \ X69 .`` C�, if the DOT permits,
�Q� (RWM 410.31' 3/4' F w� ` / G� /' �70� \
O� S2 CI�W�1 �, .'��' EIP \ / , / \ s2 d b) A gate will be constructed in the fence, if permitted, at the point where the fence
CRWM/ g. '''� G%. CRWM d 60 M❑NUMEN <`T\ \ / \ �� crosses the Duke Power right-of-way,
\ & / ROBERT J, GARRETT V /
�\RAl
0�/�,''�,'NIP 7 I \9�` i71 D. 5 67/PG, 3093 ` �G c) There shall be a 35 foot wide buffer along the entire property line of Tract 1 that
/ / ,/ /� v n 9 / p!/", \Joy _, P B, 8 PG. 35 / y abuts Sedgefield Landing consisting of evergreen plantings in order to achieve a consistent
N N /y` TIM. 0155281 / \ ♦ Q s'(p�N3 visual screen, The initial evergreen plantings in this buffer shall be 6' tall and shall be
I N TOWER 67 3/ O \ C\ -
��1 w v N D /�IP S�jtitiD19 \ \;A\ / -ZONED SC❑D�2 \ ♦ �c�NON1NJ'�OO� installed on the Sedgefield Landing side of the fence, with the fence installed no closer than
G / / �/ 0 A / J11 \9L _ / /\ u� 15 feet to the property line where there are Sedgefield Landing residences within 25 feet of
ADAMS FARM COMMUNITY ASS❑CIATI❑N , ,� ,� ,� NIP �\ o LOT 2 `gyp` / �72� / / / I9 0 �4g, the property line and will be at least 5 feet from the property line in all other Instances,
COMMON ELEMENTS t�,yy ;' /' .' /' <� NIP + Z + / �' N ` / -'
/ CRWM c' -� '� w KSL SEDGEFIELD PILOT `SS \�� o / '73�tP�
D.B. 4241 PG. 0551 ` t�tiJQ�JF/ /� ; ; ; �"O o o D.B. 6920 PG, 1579 / �ipT��\ �`�l%\� / ' d) Buildings located within 75 feet of the property line on Tract 1 which directly abuts the
P.B. 106 PG. 151 ` a, S J� ,� ; ,'
1, c, / , , , p'Z r T.M. 0156629 \\ �l, Sedgefield Landing community shall be no more than one story in height (structures outside of
T.M. 0064480 8 Tl e P�'os� 401 / ro 16,721 ACRES /� `\\� / / this 75 foot boundary may exceed one story), Businesses located in those buildings shall have
ZONED CU -PDR ti Ih Z
EIP �A��, Q \°s_13-/ �! Q F ' q / 'v1 / \t`P `\I ;62 A�O operating hours of no earlier than 6 a.m. and no later than midnight; and, subject to City
10 C 't D, ,2 t V J �(v rL�P / / NIP \ / �ti� O� �X \�� _ i / �%r approval, there shall be no vehicle access behind these buildings,
CP REPLACES EIP p < GQ Gj2j p 4l" P� `cP2� / / gin' D-c,S� y1 C�\ MICHAEL. ALLEN GEORGE A/
FROM 5-04-1996 SURVff4 <�� 3 y°' v1�����oi/' (RWM /�� A S� b�0 /S�`; `� BENT \ cs� Y❑ULMDRA M, GEORGE e) Trash dum sters shall be screened and located at least 50 feet from the western
FROM 3-20-2008 SUf;X/EY F��Q�/ y33 �O�OQ02��ti2%' I �'�W \ QP��� EIP \ \� 6o D P.B.80 PG, 35 4 ` property boundary of Tract 1 that abuts Sed efield Landing,
WAS IN C/L TRACK NOW e F Vi' o� A N P P Y Y 9
9 t O C �O O J O c/s v
CP 0.09' WEST TRACKS/ ��0 4+�ti�� �OG`3e' p2 �'y / O� \C F N T.M. 05280 2
4� p l cS,� f) There will be no vehicular traffic access from the end of Sedgefield Gate Road in Sedgefield
c� /� J v� S O P F- r� Z❑NED SCt❑D-2 �' ti� FAIRFAXROAD
o IU10 / O� 1 v1 `a03 0 �� �. # Landing onto the subject property, or from the subject property onto Sedgefield Gate Road.
3 i _ F' S.R.#1585
,��` OF QO '� �61� iW I S
�0. \O r� Q�O. ♦ 3) Tract 3 (431 acres), proposed mixed use/commerdal/ residential/adaptive reuse, shall be
ADAMS FARM COMMUNITY ASSOCIATION LSO titiT / a� ' /' /��. ,� �� ' �'� IP 6� 00C�PC� �Z�(�2ti0 �� �� co OG d'A"ST•R F.STA'I'E�' I limited to:
COMMON ELEMENTS / \S °' /S ' ' ( N�P ' ( F,� \� e� rad SO� p P.B. 8 PG. 35
D.B. 4241 PG. 0551 / ��� 0 /� /� /� �' %/ aw CRWM ! " �� O� S ✓ AREA SHOWN AS PARK. ` a) All uses permitted in R, RM, and TN districts with dwelling units not to exceed 571 units
�,' Z' ' / F� ✓ �� SEE ALS❑ D.B. 516 PG. 480 0` with a maximum buildingheight of 4 stories.
P.B. 110 PG. 114 p G N'� 9 Z g
T.M. 0064480 / O Gti� ��S / / ' ; f2 �� I; o \ / / v,��� ZONED SC❑D-2 N.C.D.d�T.
ZONED CU -PDR 0 / \`� i ,� y :),I,I Y ' W / �\ D.B. 5169 PG.*%420 b) Uses permitted in retail, office or an institutional setting containing uses permitted in the
CP REPLACES EIP
FROM 5-04-1996 SURVEY
FROM 3-20-2008 SURVEY
CP 0.39' WEST OF TRACKS /
1' EI
titK A,/ '� % • ♦ P.B. 8 PG. 3 R, RM, MU, PI, CL, CM, CH, CN and ❑ zoning districts. New commercial square footage will not
/C \ �i 00 \
�Gj Gti /, i/ RWM j� \ / •3� �\% �/ �_ ` T.M. 272-15-1 C`0 exceed 200,000 square feet (GFA), in addition to the square footage of existing buildings
pR / // / A (�, i i \ Gj1 �j�'j 1�4 ` \ ♦ n .0� ♦ '1T located on tract 3 as of March 9, 2015.
I I
\�joi A� ��� O
� ���
<F ) A I f id ti l d I l I ll d
`9
GCB PARTNERS
�� SEE SHEET 2 ❑F 2 F❑R
0) EASEMENT DETAILS. \ ` COBB RAI) �dq c m x o res en a an commerc a uses s a owe .
n���FfC�ti � JN� ' 'i� i `` `\ o
t�IP IIS N❑T AN ❑PEN STREET �► �'� 4) Tracts 4 (11.79 acres) and 5 (24.08 acres), proposed residential, shall be limited to uses
d A \ ' i \ I �� N�\ 0 v ` rP permitted in the R, RM, and TN districts and shall be further conditioned as follows:
rTq \ / , //A,\
\�P Z� d /
NIP / C' ' ` a) The number of residential units in Tract 4 shall not exceed 130 units with a maximum
'HISTORICAL TRACT' ���� � �v v % "r�7 c / % building height of three stories. Additionally, uses shall be limited to multifamily (Elderly). Chain
tllc \ n ?r r .0 N V % link fencing is prohibited. No garages or storage buildings shall be located between High Point
(RWM X X00 /Op`� , / X/�� �� I ��� s n �� / \ Road and the principal structure. Vinyl or stucco materials are prohibited on all exterior
��00 °3� �2°s1� <�� ��� J. PIL❑T LIFE INSURANCE C❑.\ building elevations
2 qti 'Ly 32� I I �� D.B. 1276 PG. 1110 \
�� 11' 6• S O' ' i N C v� T.M. 0155277 b) The number of residential units in Tract 5 shall not exceed 226 units, with a maximum
STREAM BUFFER LOCATION SHOWN MAY PROPOSED PUBLIC (� �� S P / ' ' ' CHANGE ONCE STREAM IS REESTABLISHED SANITARY �% ✓ ` pZ� i ZONED SC❑D-2 \ building height of two stories and a minimum open space of 3.61 acres.
O
D.B. 7948 PG. 2330 �: ; : �,�� r L I �' SEDGEFIELD GATE PHASE 3 �� / �'k� SEWER EASEMENT �� �� �� ��� NC�� O
P.B. 195 PG. 50 / / /' / /P��C �O �it�, k� / 1.25 ACRES � n V A 5> Tract 6 (16.81 acres) will be reserved as a buffer and mitigation site, with permitted uses
Q / , / ¢ IIS Tq O� D.B. 3864 PG. 1701 y
� '��\�Alimited to those consistent with the PNR district, with an exception to allow construction
T.M. 0226202 w /sem < S P.B. 134 PG. 71 �/ , ti
r '' ` V �< \ necessary for wetland mitigation and storm water control.
ZONED CU -HB OQ / ���� , GRAN TE I. �D O• T.M. 11-684-G-868-1 / / �I, / 11 ��� A �� 7 Y 9
-1-
MONUMENT EIP ✓I �/,� Z❑NED G❑ -M / / / �/ �?�
X181 c? J "lo ti i `��V ♦ \ V A i 1
s� NIP �� �/ A� \ LOT 3 / v o�z�P� \ ���? /1, `I>� v v v �57� v
\/Vt�tti��A �I��SSS �Jl < l .t�P,��Na ✓,�✓J�/ Z_
'i ZO�NKSL SEDGEFIELD PILOT
< / ­, / / .�.I. w,D.B. 6920 PG. 1579
pF �i "O� T.M. 0156629
� / \ A \ \
� A
\
86.075 ACRES
ti tiS �� r SEE MAP SHEET 2 OF 2
�< \ / / <�
��
FOR CALLS ALONG BRANCH �o oti F/ \ ,� ` �,'/,'// /,/� ZONE
A� \ �D� �\<
_S)rZ �{t I (5,:Y& e<d PROPOSED 70' ACCESS EIP
'I 8 N q`I \ ' 'i \`'/ // EXISTING DRIVE ✓1 �� D��i -6\ I' 'l, ` v
<<` '5, 4 �� GRANIT � � \ \ / /� '� EASEMENT ❑VER 1 o J q
1S y� 9, C CSC I� MONU NT '�� / \ ' 'i /f'i // EIP
w P d` < ' i i
PROPOSED ' 3 i
\ / / / / SEE SHEET 2 ❑F 2 \ 1 d�✓S �;'1C> TI
O Q 0� oI EIP IN CONCRETE V i i� i� \ IEW SHED /i , uii /
r` (a ✓
O�� ��`>',tiZ00�o�'Os°tis StipOOv G0`�er 2O�0,F ,0�' O 2`0� 'y 1 / / / 99�N� ?NWw S1•830''$02 9GRID COORDINATES '\ /.�5EASEMENT
N=827,363.9586' N.C.G.S. MONUMENT
tP 111W 200 N IIII IIII
rcH JW E=1,736,999.1621' D.M.&U.E.-5D' FLOT 47 PR❑P❑SED - /
0 ''0 BANK. EACH SIDE �PUBLIC KSL SEDGEFIELD PIL❑T GRID C❑ORDINATES
SEE STREAM BUFFER DETAIL N=827.518.48'EIP v 0 EIP nSANITARY D.B. . 1579
/
/
A
\
\
I I
/ o " �� ��� SEWER �� , �/, /i� I
\ \ V\� / // T.M. 0156629 E=1,739,444.55' EIP I i A
F, 4 W\�� CASEMENT / \O `� \
�2-� SEDGEFIELD GATE 77°09'3 T ARID, �i�'� i� 1.2� ACRES / S / i �j�i/ �O / 11.797 ACRES �� � 4 \
/ PHASE 2 EIP S 19983 HIy S(� �V>5•31 \ ��'� G�� ,'i� i'%i /� N75 -14"33'E "E I)
D.B. 3864 PG. 1701 i- R �� 1 i ' \ i i \ D= ° 3 -� 1 /
HENRY R. CANIPE ! i 1 130 rh7S UVFY, 0•`711 \ \ \ /� �, �/ // /� SG SURVEY=NgO 24 2 v7
P.B. 123 PG. 27 29 S /V/ ' , �,
T.M. 11-682-F-869-33 D.B. 5917 PG. 0199 1
ZONED GO -M n GRI�RgFY,g69 23.E N.C.G.S. M❑NUME\"��?�� V '� j'//�� TNS SURVE(_1178.30' SEE SHEET 2 ❑F 2 FOR EIP �✓ '�� ��� V
6 158W 200 �� W / _ 1N 558. N /
UNRECORDED PLAT � Z -c 9, q1, g8' �' %' 'Y' / RID-1 749' PROPOSED PUMP STATION EIP
< GRID COORDINATES ' " 92 y
/ SEDGEFIELD SECT 1 SHE 2 w r M J I C _0,999 EASEMENT DETAILS. EIP �2 Oo
/ T.M. 11-682-F-869-25 r J N 827,121.57' P L' ( 2
ZONED RS -20 0� E=1,737,937.78' '� �i Ji uMi'� �I EIP EIP
0,0 N \ (p 0' ii' 'moi'' i'o i �'� 662.58' CITY LIMITS 'IN) ------ -
p 30'x30'BELLS❑UTH 00 EIP 66258' '�" '--------�-��-
TOTAL_ ----2' ------------- _��'
\ EASEMENT EIP E --S86°39'50-- --_--____----- _ --�--�---�'� ♦� SHEET 1 OF 2
--- --- - •
/ 2T L-26 ------------ ------------ �-7 -�
SEDGEFIELD GATE D.B. 3359 PG. 0220 EI L -_--- EP - \
o -_-9 x-28 ---- _ _ _ _ p� - ' 3 EXEMPT PLAT FOR
i, D.B. 3190 PG. 0237 �- - -- - 1
/ X25 D.729 PG 87 5 6,2 "W \ o 2_. ----------------�. I i CITY LIMITS (OUT)
I \ i
24 \ \ T.M. P.B..B. 72 -D-869-25 S7 525 Al -� -' _,--'- - - ¢ HIGH P4Il�1T ROAD II ; `\ KSL SEDGEFIELD PILOT, LLC
U.S. HIGHWAY 29
ZONED GO -M 1 EIP -- y`� 3 100' RIGHT ❑F WAY
00 5300 HIGH POINT ROAD
/ ♦I 1 A MAJOR THOROUGHFARE h _ �-
♦�� E _ -� RIGHT �UF WPV �I �� On�� o�D SEE D.B. 587 PG. 169 '18�
2 of _ _ _ _ - h / JA MS�TOWN�TOWNSHIP-GUILFORD COUNTY
OVERALL SITE DATA: EP. cEN��R HEE _ �1, _ _ 7� 4 ¢� GREENSBORO. NORTH CAROLINA
PARCEL NUMBER: 0156629 ♦ �� 8EE 9� �10� �� a 1 I I�
PROPOSED NUMBER OF L❑TS: 4 ----Mow _ r ' I Q / APRIL
7' 10, 2019
TOTAL LOT AREA: 131.415 ACRES . U
DEED REFERENCE: DB 6920, PG 1579 / T �' 'w G
ZONED: PUD, A P❑RTI❑N OF THIS PROPERTY LIES IN SC❑D 2. LEGEND: `� 200 0 100 200 400 800
UNIFIED DEVELOPMENT PLAT RECORDED PB 192, PG 24, REVISED PB 199, PG 106- 107�13
CURRENT USE: VACANT � EP EDGE OF EXISTING PAVEMENT
�4 ��i Ji'
N.C.G.S. NORTH CAROLINA GEODETIC SURVEY
PROPOSED USE: MIXED -' SEDGEFIEL�I SECTI❑N 3 / VIEW SHED EASEMENT NOTE: CENTERLINE
LAND USE CLASSIFICATI❑N1VACANT SHE11FT A �� - / View Shed Easement as shown, for unobstructed visibility o
EXISTING GFA: 225,699 SF r at rade from and to the 'Historical Buildings' located on R/W RIGHT -❑F -WAY
P.B. 11 PG. 29 9 9 IN FEET )
PROPOSED GFA: 0 SF 0 -'�ID the 'Historical Pro Property' and HI h Point Road. The View G.D. GRID DISTANCE
T M 11-6 2-B-869 � P Y� 9 �
\\
�� ' ALt_EX
'
Shed Easement prohibits the construction of any man-made
H.D.
HORIZONTAL DISTANCE Q'
1 Inch=200ft.
y
�+L��PR1\IP�E
improvements without prior written
permission of the owner
D.B.
DEED BOOK
WATERSHED DATA:
UTILITY NOTICE:
of the ' Historical Property'. The
owner of the 'Historical
PG.
PAGE
E VANS ENGINEERING, INC.
WATERSHED:L❑WER RANDLEMAN LAKE GWA
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
Property' reserves the right to
remove and trim trees
B.C.
BACK CURBING
OWNER NAME AND ADDRESS
EX, BUAI 13.28 ACRES (10%)
SURVEY INF❑RMATI❑N, RECORDED EASEMENTS, AND EXISTING DRAWINGS. THE
and other vegetation within the View
Shed Easement, Structures
Q
SPK
12' SPIKE OR NAIL
ENGINEERS, SURVEYORS, PLANNERS
MAXIMUM ALLOWED BUA: = 65.71 AC (50%)
SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES
are allowed for the installation
and maintenance of the
O
NIP
NEW IR❑N PIPE
KSL SEDGEFIELD PIL❑T, LLC,
4609 DUNDAS DRIVE GREENSBORO, N.C. 27407
S❑ILS: CcB, EnB, EnC, EnD, IrB
SHOWN ARE IN THE EXACT L❑CATI❑N INDICATED ALTHOUGH HE DOES
planned pump station. The terms
of the easement will be
O
EIR
EXISTING IR❑N-S❑LID OR REBAR
C/❑ KISC❑ SENI❑R LIVING, LLC
PHONE: [phone] FAX: [phone]
FLOODPLAIN DATA: MAP #3710783200J, PANEL #7832, DATED 6/18/2007
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
more particularly set forth in a
Declaration of
O
EIP
EXISTING IR❑N PIPE
5790 FLEET STREET, SUITE 300
DISTANCE TO FL❑❑DWAY: >2000'
INF❑RMATI❑N AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED
Easements, Covenants, Conditions
and Restrictions to be
O
(RWM
CONCRETE RIGHT ❑F WAY MONUMENT
CARLSBAD, CA. 92008
LICENSE C-0168
UNDERGROUND UTILITIES.
subsequently recorded.
q Y
PHONE (336)
PROJECT: 615-01 - H: DRAWINGS JEFFERSON PILOT SURVEYORS PILOT FINAL PLAT 09-25-18.DWG
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N
PM TPO
Project No.
71187511
Scale:
Site Plan Overlay
y
EXHIBIT NO
Drawn By:
W E
0 100 200 400
TPO
As Shown
File Path:Consulting
erracon
Engineers &Scientists
5300 High Point Road, Tract 4
Greensboro, Guilford County, North Carolina
Checked By:
PRI(
Approved By:
2701 Westport Road Charlotte, NC 28216
S Feet
Date:
1 phone: [phone] Fax: [phone]
JAR J
ay 2.1

r x �
�.(� e j
II
�. EXISTING STREAM
V
I iI
STREAM IMPACT 3
Ic
' L
STREAM IMPACT 2
/ i/ • / i l
EXISTING STREAM
WETLANDS AREA 1
EXISTING WETLANDS
STREAM IMPACT 1 PROPOSED GRAVITY SEWER
EXISTING STREAM
wwo
100 0 200
SCALE IN FEET -�
LKC Engineering, pllc SANITARY SEWER IMPROVEMENTS DATE January 2019
Engineering 140 Aqua Shed Court TO SERVE DESIGNED BGL
Aberdeen,NC 28315 THE PILOT AT SEDGEFIELD DRAWN AGP
Landscape Architecture O: 910.420.1437 CITY OF GREENSBORO CHECKED BGL
F: 910.637.0096 GUILFORD COUNTY, NORTH CAROLINA
Surveying Ikcengineering.com No.
License No. P-1095 STREAM IMPACT LAYOUT MAP M 1
Wetlands Exhibit Layout Map.dwg

STREAM I M PACT1 ,i VM/ STREAM BUFFER
I ' �/ PERMANENT IMPACTS
10' CONSTRUCTION EASEMENT jrtZONE 1: 1209.60 SQ.FT'
�\ EXISTING STREAM I ZONE 2: 806.40 SQ.FT
TEMPORARY IMPACTS E
MANHOLE #1 \ -ZONE 1: 601.31 SQ.FT.
STA 0+00.00 S-2 'BYPASS PUMP I ZONE 2: 402.65 SQ.FT.
STA 0+57.85 S-1 SEE DETAIL I
ti
1 \ -o -o Lo -o-Q o -o o- �.
f -
l
0/ I J I I I MANHOLE #14
o 1 / I/ I I STA 1+75.00 S-2
I
20' UTI LITY / /
• I I • . i I / / EASEMENT
30 ZONE 1 / 30 LF OF STREAM IMPACT
STREAM BUFFER
20 ZONE 2
STREAM BUFFER /
SCALE IN FEET
o�/► LIMITS ,OF DISTURBANCE
/ i� I l�i�� 20 0 40
:........................................................................:... MANHOLE #14 ...:
..812: 812
............................................................. STA 1+75.00 S-2
:..........:.........:.........:.........:.........:.........:.........:... RIM 808.71'
\:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: INV. 799.61'
........... :........ .......... :... . ........
...........................
808: ........................... 808
EXISTING GRADE ......:......
.................................
...... :......... :......... :.........:......
.........:
................................................................................ ......
:........ ..............................
804 MANHOLE #1 ::::::::::::::::::::::::::::::::::::::::::::: 804
......................
.................... ...... STA 0+00.00 S-2 ...................:......... :.........:......................................
..... STA 0+57.85 S-1 ..:.......: .........:.........:.........:...... :.........:.........
RIM 813.79':::::::�:.. ......:.........
...........:........ INV. 798.63' :...................:.
800: 800
,,
............................
.T._. .................... .
...........:........ ............8... pvC.. (SDR.. 2�?).. SaN:::SEW...... 0:50.........:.........:.........:.........:
.........................................................................................................................
796: 796
Wetlands Exhibit Maps.dwg
JKC
LKC Engineering, pllc
Engineering 140 Aqua Shed Court
Aberdeen, NC 28315
Landscape Architecture O: 910.420.1437
F: 910.637.0096
Surveying Ikcengineering.com
License No. P-1095
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
STREAM IMPACT 1
DATE January 2019
DESIGNED BGL
DRAWN AGP
CHECKED BGL
No.
SI.1
Wetlands Exhibit Maps.dwg

i
EXISTING STREAM
LIMITS OF DISTURBANCE
\ ` 20' UTILITY
. EASEMENT
64
-off oj'�°
1 //� i
l 1
I I� I I r ■ - - I (` -
14-' ■ - - . MANHOLE #6
I MANHOLE #5 I I / 31 LF OF STREAM IMPACT 'STA 9+72.84 S-1
1 STA 8+07.91 S-1
I I I 10' /CONSTRUCTION I \ I BYPASS PUMP i / / STREAM BUFFER
I SEE DETAIL / / , PERMANENT IMPACTS
IIIV11/:W1 / EASEMENT/ I I \` 11"4 I /�/ ZONE 1: 1149.75 SQ.FT
STREAM IMP,4CZ2 30' ZONE 1 ,/ i /ZONE 2: 400.16 SQ.FT
STREAM BUFFER �/ /� TEMPORARY IMPACTS
I I/I1 I/ I I // 1■Ytll�l
SCALE IN FEET \ \ 20' ZONE 2 i/ f ZONE 1: 629.77 SQ.FT.
20 0 40 \, \ STREAM BUFFER ZONE 2: 205.09 SQ.FT.
�� •� 7� n .
:.........:... ......... MANHOLE #5 ..... :.........:.........:.........:......... ......... .........
:
820 :.........:... :... STA 8+07.91 S-1.....:.........:.........:.........:.........:.........:.........: 820
........... :......... ... ..... :... RIM. 821.74' ..... :.........:.........:......... :.........:......... :......... :............
INV. 805.81' :::::::::::::::...........:::::::: :::::::::::::::::::::
:.........:......>..:. ......:
:.........:.................... ------ - - - -------- ............::.........:.........:............
:.........:. ...........'....:......... EXISTING GRADE ... .........:.........
�....:..... ..
............................................................................:.
..............:
816: ...:......... :...... ... .-� : ......: 816
........................
....................................................................... ................ :..........
..
........:.........:........ :
.......:......... :......... :..............
........... :......... :...... :......... :......... :...... ...: /:......... :......... :............
812: 812
:.........:..:.........:.........:.........:......... MANHOLE #6 :......... :..........
........... :......... :...... :......... ..................:......... STA 9+72.84 S-1 .....
...................................
:.........:..:.........:.........:.........:......... RIM. 819.75' :.........:.........:
808 :.........:..:.........:.........:.........:......... (� INV. 806.73' :.........:.........: 808
N...........
.............
...........:.........:.........:........E.........:............
....................
........... ....:...... „ .: SAN:: SEW.,:. C� .. O. ....a .... :.........:......... :..........
:.........:.........:.....8...:pVC:::(Df2 26)
.................................................................
804: :.........:.................. 804
............................................................................................................................................... .
8+00 9+00 10+00
LKC Engineering, pllc SANITARY SEWER IMPROVEMENTS DATE January 2019
Engineering 140 Aqua Shed Court TO SERVE DESIGNED BGL
Aberdeen, NC 28315 THE PILOT AT SEDGEFIELD DRAWN AGP
Landscape Architecture O: 910.420.1437 CITY OF GREENSBORO CHECKED BGL
F: 910.637.0096 GUILFORD COUNTY, NORTH CAROLINA [Ec
Surveying Ikcengineering.com No.
License No. P-1095 STREAM IMPACT 2 S1.2
Wetlands Exhibit Maps.dwg

STREAM BUFFER
PERMANENT IMPACTS
ZONE 1: 1203.30 SQ.FT
ZONE 2: 800.67 SQ.FT
r
N ' o, \ TEMPORARY IMPACTS
I ZONE 1: 595.44 SQ.FT.
ZONE 2: 401.74 SQ.FT.
\ , ■ , o I 30 LF OF STREAM IMPACT
20' ZONE 2
STREAM BUFFER \lo _ I _ I_ I / MANHOLE #7
STA 11+43.75 S-1
\\�7 41
\ OZ
o
\ ' 10 o
STA 9+72 84 S-1 \ 20'I UTILITY \ I\ BYPASS PUMP
N' �� EASEMENT I I I SEE DETAIL 30' ZONE 1 I I I I
\ \ \ \\ \� \ \ �'` I I ' / STREAM BUFFER
STREAM IMPACT 3 EXISTING STREAM I 10' CONSTRUCTION 1'd,
/ V I\� �� �� �� .� — EASEMENT 1 / / i
SCALE IN FEET \\\
�20 0 40 \\ \ LIMITS OF DISTURBANCE / o / I
............................................................................................... �.... ....!...................
820
816
G
812
.........................................................................................................................
804: 804
9+50 10+50 11+50
Wetlands Exhibit Maps.dwg
JKC
LKC Engineering, pllc
Engineering 140 Aqua Shed Court
Aberdeen, NC 28315
Landscape Architecture O: 910.420.1437
F: 910.637.0096
Surveying Ikcengineering.com
License No. P-1095
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
STREAM IMPACT 3
DATE January 2019
DESIGNED BGL
DRAWN AGP
CHECKED BGL
No.
S1.3
Wetlands Exhibit Maps.dwg

i
EXISTING STREAM — — - J
20' ZONE 2 STREAM BUFFER
i' 30' ZONE 1 STREAM BUFFER
WETLANDS DISTURBED -/
342.95 SQ.FT. 01
A
olLIMITS OF20' UTILITY 0.008_ ACRES
"DISTURBANCE EASEMENT A ora,
i,a� /" /
fes_ - 0-0-0-9--o
�_-pi# ®_o 4mmo-o o-o-o-��qjb -
ow-
0-0
,MANHOLE #4 /
10' CONSTRUCTION STA 4+69.87 S-1
j /
MANHOLE #3 EASEMENT
STA 2+95.64 S-1'--- ��\ WETLANDS AREA 1
EXISTING WETLANDS SCALE IN FEET
CONTINUES PER /
` TERRACON SURVEY, \ , / 20 0 40
:........ MANHOLE #3.....:.........:.........:.........:.........:.........:.........:.........:
816 :.......:.:: STA 2+95.64 S-1.....:.........:.........:.........:.........:.........:.........:.........: 816
........... :......... : RIM. 814.01' ..... :......... :......... :......... :......... :......... :......... :......... :............
:...... :. INV. 803.05'.....:.........:.........:.........:.........:.........:.........:.........:
:.........:.........:.........:.........:.........:.........:.........:........:.......�..........
:EXISTING GRADE :.........:.. - ....:.......::: 812
.................................... ..
812 .:.............
..... .
........................................................................................................
: :.............. :.........:...... :.....!.......... .
808: 808
...........:...... :.........:.........:.........:.........:...... MANHOLE #4 :...:.........:.........:............
..............:.........:.........:.........:...... STA 4+69.87 S-1 :.. :.........:.........:
:......:.........:.........:.........:.........:...... RIM. 814.71, :... :.........:.........:
................................................................
.......:.........:.........:.........:.........:...... INV. 803.92,
...........
....................
804 :..... .........: 804
....................
.
.................................
........................
.........:.8....PVC .SDR..26).:SAN ::::EW.:::.
........... .........
.................... .......... .
800: : 800
............................................................................................................................................... .
3+00 4+00 5+00
LKC Engineering, pllc SANITARY SEWER IMPROVEMENTS DATE January 2019
Engineering 140 Aqua Shed Court TO SERVE DESIGNED sGL
Aberdeen, NC 28315 THE PILOT AT SEDGEFIELD DRAWN AGP
Landscape Architecture 0:910.420.1437 CHECKED BGL
F: 910.637.0096 CITY OF GREENSBORO
Surveying Ikcengineering.com NO.
License No. P-1095 GUILFORD COUNTY, NORTH CAROLINA WA.1
Wetlands Exhibit Maps.dwg

PUMP
O TEMP. CONSTRUCTION
STREAM CROSSING
L11 C FLOW —
4MIN.� — — — �— MIN.
' a � oO�O00000"oa
oho
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PROPOSED
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
DETAIL
DATE January 2019
ARTH BERM
DRAWN AGP
CHECKED BGL
(TYP.)
10'
CLASS "I"
N.
RIP RAP
to' X to'
SEDIMENT TRAP
2.'1 SIDE SLOPE
/
OR SILT BAG.
U
TEMP. 5'
24" TO ------— MIN —�
42" CMP -- ------
CROSSING — 2' CLASS "A" —
CLASS "I", -T,7 EROSION CONTROL /
RIP RAP PIPE STONE WEIR
20' 10'_
PROPOSED MIN.
EARTH BERM
(TYP.) 50 ' CONSTRUCTION EASEMENT
(SEE /NATE 5)
POLYETHYLENE FABRIC � (TYP.)
O- OF FROM
rump
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51 POLYETHYLENE FABRIC
AGN FACE (B ML THICK)
40'_"
0'X 10'
DEWATERING BASIN
2.'1 SIDE SLOPE
OR SIL T BAG.
EX. INV. TEMPORARY
CREEK STONE DAM
POL YETHYLENE FABRIC
ON FACE (B ML. THICK)
CROSSING
PIPE
A INSTALL SANDBAGS IN PIPE INVERT 6 FABRIC WHILE PUMPING
AROUND DURING CONSTRUCTION IN STREAM.
B REMOVE SANDBAGS 6 FABRIC TO ALLOW FLOW THROUGH
PIPE WHEN NOT PUMPING AROUND.
SECTION A -A
C/ T Y OF GREENS B D
STANDARD TEMPORARY CREEK STD. NO.
CnossznS DURING Cdvs7zUCTzdv 213
e=cru,
R O
REV.
01-9106-05
03-9709-05
03-05
LKC Engineering, pllc
Engineering 140 Aqua Shed Court
Aberdeen, NC 28315
Landscape Architecture O: 910.420.1437
F: 910.637.0096
Surveying Ikcengineering.com
License No. P-1095
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
DETAIL
DATE January 2019
DESIGNED BGL
DRAWN AGP
CHECKED BGL
No.
D. 1
Wetlands Exhibit Maps.dwg

IJlitt*7i
1l EROSION STONE TO BE "CLASS I" RIP—RAP UNLESS DESIGNATED DIFFERENTLY ON
CONSTRUCTION PLAN.
2) PIPE SIZE AND AMOUNT NEEDED TO BE DETERMINED BY ENGINEER ON CONSTRUCTION
PLAN.
3) TEMPORARY STREAM CROSSING TO BE CONVERTED TO COG .4214 UPON PROJECT
CONSTRUCTION COMPLETION IF CALLED FOR ON THE CONSTRUCTION PLANS.
4) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS.
5) WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD CONDITIONS.
ANY DISTURBANCES) EXCEEDING 40' MAY REQUIRE ADDITIONAL WATER QUALITY PERMITTING
OR MI TIGA TION.
CONSTRUCTION SEQUENCE FOR STREAM CROSSING
1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
2) INSTALL UPSTREAM DAM, FILTER FABRIC, AND TEMPORARY CMP. COVER PIPE INLET
WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A" WHILE WORKING IN THE STREAM.
ALLOW STREAM FLOW THROUGH CMP AS SHOWN IN INSET "B" WHEN NOT WORKING WITHIN
THE STREAM.
3) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FIL TER FABRIC TO PREVENT
BACK FLOW INTO CONSTRUCTION AREA.
4) INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
5) INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWA TER CONSTRUCTION
AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
6) INSTALL THE 10' X 10' SEDIMENT TRAP OR SILT BAG.
7) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC, AND
TEMPORARY CMP. DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF
RIP RAP IS LEVEL WITH STREAM BOTTOM. CONVERT TO COG STANDARD 0214 IF CALLED
FOR IN THE CONSTRUCTION PLANS.
B) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
TRAP, AND DENA TERING BASIN.
2OF2
C/ T Y OF GREENSBORO
N
STANDARD TEMPORARY CREEK STD. NO. REV.
01-91 06-05
CROSSING DURING CONSTRUCTION 21,3 03-97 09-05
03-05
Wetlands Exhibit Maps.dwg
JKC
LKC Engineering, pllc
Engineering 140 Aqua Shed Court
Aberdeen, NC 28315
Landscape Architecture O: 910.420.1437
F: 910.637.0096
Surveying Ikcengineering.comL
License No. P-1095
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
DETAIL
DATE January 2019
DESIGNED BGL
DRAWN AGP
CHECKED BGL
No.
D.2
Wetlands Exhibit Maps.dwg

STREAM
FLOW
NA TURAL
GROUND
20' PERM.
EASMENT (MIN.) -I
�10 � I
PLAN
C
OF BANK
TOB
C
TER
FABRIC
TOP OF BANK
RIP RAP SHALL NOT
DRAINAGE DITCH
EXTEND ABOVE NORMAL
OR SMALL STREAM
HIGH WATER MARK
(AS DIRECTED BY ENGINEER).
SYNTHETIC FIL TER
EX. INV.`-.
FABRIC (AS PER
CREEK s'��o
3 NCDOT SPEC #1056,
F
TYPE -2)
CROSSING PIPE
18" CLASS I
MATTING OR APPROVED VEGETATIVE COVER.
RIP -RAP
T Y OF GREENSBORO
SECTION A A
U
NOTES:
e
N
v 1)
PERMANENT CROSSING FOR VEHICLE MAINTENANCE EQUIPMENT.
2)
CLASS I RIP -RAP TO BE LAID MIN. IB INCHES THICK OVER ENTIRE AREA OF DISTURBANCE
m
(AS DIRECTED BY ENGINEER).
a
3)
CLASS II RIP -RAP USED IN LARGER STREAMS (AS DIRECTED BY ENGINEER).
(n
4)
AS PROJECT IS STABILIZED PLACE SYNTHETIC FILTER FABRIC 6 SPREAD ALL EXISTING
EROSION STONE INTO PERMANENT LINER AS SHOWN. ADD STONE AS NEEDED.
Z
5)
ANY REQUIRED ARMORING ABOVE NORMAL HIGH WATER MARK SHALL CONSIST OF
3
m
MATTING OR APPROVED VEGETATIVE COVER.
C/
T Y OF GREENSBORO
N
STANDARD PERMANENT CREEK STABIL IZA TION STD. NO. REV.
01-91
W WITH MAINTENANCE CROSSING 214
03-9706-05
all 03-05
LKC Engineering, pllc
Engineering 140 Aqua Shed Court
Aberdeen, NC 28315
Landscape Architecture O: 910.420.1437
F: 910.637.0096
Surveying Ikcengineering.com
License No. P-1095
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
DETAIL
DATE January 2019
DESIGNED BCL
DRAWN AGP
CHECKED BGL
No.
D.3
Wetlands Exhibit Maps.dwg

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PROPOSED MANHOLE
/ I 0 I (3) JUNIPERUS VIRGINIANA (18) ILEX CORNUTA 'BURFORDII NANA'
r / 'BRODIE' I I 3' O.C. ; 24" HT I
20' SEWER EASEMENT 8' O.C. 5' HT
o
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60' X 60' FENCED AREA
30' ZONE 1 STREAM BUFFER / I •> :' OV -
CONTROL
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01 0 �� 14 LOROPETALUM CHIN ENSE I W/ SHELTER _ '; I Z4D: /
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/ CAROLINA MIDNIGHT ° I ��' � �5 O.C. 4 HT
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`PROPOSED MANHOLE I � �
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UTILITY _POLE WITH OVERHEAD LIGHT 1 I I
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NOTES. 4 \ \x 1 I X •
1 . AlL NECESSARY APPROVALS WILL BE OBTAINED \ I �� \ PROPOSED 24 —0 I
FROM STATE AND CORPS FOR ANY STREAM \ GATE SECTION \ EXISTING WOODS TO R
CROSSINGS/WETLAND DISTURBANCE.W/ KNOX BOX \ \ I g-'
(4) °FORSYTHIA x INTERMEDIA X\
2. THE PROPOSED DEVELOPMENT COMPLIES WITH
THE OUTDOOR LIGHTING STANDARDS OF THE
LYNWOOD VARIETY \ \ \ (5) CAMELLIA SASANQUA 'SETSUGEKKA'
�
LAND DEVELOPMENT ORDINANCE, INCLUDING 61OC i HT \ x I _ 6' O.C. 3' HT
COMPLIANCE WITH THE LIGHT TRESPASS I \ X \ \
REQUIREMENT OF SECTION 30-9-6.6. Z- - \ L --X X--� X
I Q� 61) HTLADRASTIC KENTUKIA 1 1 ° . ° . ° ° \\\\ul l�/��� \ \ \��iu//zo -
\li Ing
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I EXISTING CONTOUR (TYP.) \ / ' GLAUCA 'SILVER SMOKE'
u U,�7C7 1 \ / ■ 6' HT
AREA OF DISTURBANCE (12) DISTYLIUM HYBRID - '(13) ABELIA x 'MARDI GRAS' /
\ � (1) CHIONANTHUS VIRGINICUS
SYM.
REVISIONS
DESCRIPTION
DATE
PLANTING NOTES:
/ 1. PLANTING SOIL SHALL TESTED FOR MECHANICAL GRADATION, PERCENT
ORGANICS, CHEMICAL ANALYSIS, AND ACIDITY BY THE LOCAL AGRICULTURAL
EXTENSION SERVICE. BASED ON THE TESTING, THE SOIL SHALL BE
AMENDED AS PER THE RECOMMENDATIONS TO A MINIMUM DEPTH OF 12".
2. LOCATE ALL UTILITIES PRIOR TO BEGINNING PLANTING AND IRRIGATION WORK.
REPORT ANY CONFLICTS IMMEDIATELY TO LANDSCAPE ARCHITECT.
3. PLANT LOCATIONS ARE APPROXIMATE. FIELD STAKING SHOULD BE DONE TO
AVOID UNDERGROUND UTILITIES.
i4. PROVIDE 3" CONTINUOUS PINE BARK MULCH (MEDIUM GRADE) IN ALL
/ PLANTING AREAS. PROVIDE CONTINUOUS PINE BARK MULCH (3" THICK) AT
THE BASE OF SPECIMEN TREES IN A 3' MINIMUM DIAMETER. ANY ROWS OR
GROUPS OF MORE THAN ONE SHRUB, OR TREE SHALL BE MULCHED
TOGETHER, NOT AS INDIVIDUAL.
5. SIZES OF PLANT MATERIAL GIVEN ARE TO BE CONSIDERED MINIMUM.
6. NO SUBSTITUTIONS FOR PLANT MATERIAL ARE ACCEPTABLE UNLESS
APPROVED BY THE LANDSCAPE ARCHITECT.
7. ALL PLANT MATERIAL RECEIVED FROM COMMERCIAL NURSERIES SHALL
CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR
NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN, EXCEPT WHERE OTHERWISE SPECIFIED.
8. ALL PLANT MATERIAL, UNLESS OTHERWISE SPECIFIED, SHALL BE UNIFORMLY
BRANCHED AND HAVE A VIGOROUS ROOT SYSTEM. PLANT MATERIAL SHALL
BE HEALTHY, VIGOROUS AND FREE FROM DEFECTS, DECAY, ABRASIONS OF
THE BARK, PLANT DISEASES, INSECT PEST EGGS, AND ALL FORMS OF
INFESTATIONS. ALL PLANT MATERIAL SHALL BE FRESH, FREE FROM
TRANSPLANT SHOCK OR VISIBLE WILT. UNHEALTHY STOCK IS
UNACCEPTABLE. PLANTS FROM COLD STORAGE ARE UNACCEPTABLE.
BY
9. PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL AT THE SITE WILL BE
STORED AND PROTECTED. OUTSIDE STORAGE LOCATIONS WILL BE
CONTINUALLY SHADED AND PROTECTED FROM THE WIND AND SUN. PLANTS
STORED ON SITE WILL BE PROTECTED FROM ANY DRYING AT ALL TIMES BY
COVERING THE BALLS OR ROOTS WITH MOIST SAWDUST, WET BURLAP,
WOODCHIPS, SHREDDED BARK, PEAT MOSS, OR OTHER SIMILAR MULCHING
MATERIAL.
10. OSMOCOTE, NUTRICOTE, OR OTHER CONTROLLED RELEASE COMMERCIAL
GRADE GRANULAR FREE FLOWING (18-6-12) FERTILIZER SHALL BE APPLIED
IN EACH PLANTING HOLE ACCORDING TO MANUFACTURER'S LABEL OR
OTHER SPECIFICATIONS. THE SELECTION OF FERTILIZER AND ALL
APPLICATION SPECIFICATIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT
PRIOR TO CONSTRUCTION.
FOR PUMP STATION SITE PLLDIST-1 30" O.C. 10"-12" HT �6' HT
12913.03 SQ.FT EMERALD HEIGHTS
0.30 ACRES 4 O.C. 24 HT
/ 50' ZONE 3 STREAM BUFFER I / % �� \ (3) LOROPETALUM CHINENSE \
CAROLINA MIDNIGHT
20' LANDSCAPE BUFFER \ �\ \ 5 O.C. 30 HT • e
\ SIGHT TRIANGLE NOTE:
• ■ I NO PLANTING SHALL BE PLACED WITHIN THIS
R/W — — — — —\ SIGHT TRIANGLE AT A HEIGHT BETWEEN 2.5' AND
THE (PROPOSED ABOVE
DRIVEWAY. FINISHED GRADE OF
(1) JUNIPERUS VIRGINIANA p 4p yy q yy gg X X
NOTE:
THE CONTRACTOR SHALL LIMIT THE DISTURBED
AREA TO THE AMOUNT THAT SHALL ALLOW FOR
STABILIZATION OF THE DISTURBED AREA TO BE
COMPLETED AT THE END OF EACH WORKING DAY
PER NCAC REQUIREMENTS FOR LINEAR
CONSTRUCTION.
PROPOSED 8" FORCE MAIN
I - EXISTING TREE LINE
cj:
HIGH POINT ROAD
(MAJOR THOROUGHFARE)
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DATE:
February, 2019
DESIGNED:
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DRAWN:
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PS. 2

ZONING CASE #CD5078 (AS HERE AFTER AMENDED)
1) Uses: All uses permitted in the PUD district except manufactured dwellings, manufactured dwelling
parks, sexually oriented businesses, rooming houses, fraternities and sororities, cemeteries, wireless
communication facility, junk motor vehicles, portable storage units, animal shelters, TV/HDTV/AM/FM
broadcast facilities, amusement and water parks/fairgrounds, campgrounds and recreational vehicle parks,
pawn shops, satellite dishes/TV and radio antennae towers.
2) Tract 1 and Tract 2, proposed mixed use/commercial, shall be limited to uses permitted in the R. RM,
TN, MU, CL, CM, CH, and 0 zoning districts.
a) A mix of residential and commercial uses is allowed. The number of residential units in Tract 1 (18.91
acres) shall not exceed 445 units with a maximum building height of four stories and a minimum open
space of 1.89 acres. Commercial square footage in this tract shall not exceed 225,000 (GFA), with a
minimum open space of 0.52 acres.
b) A mix of residential and commercial uses is allowed. The number of residential units in Tract 2 (16.72
acres) shall not exceed 380 units. If developed as residential, there will be a minimum open space of 1.67
acres. Commercial square footage in this tract shall not exceed 260,000 (GFA), with a minimum of 0.6
acres of the Tract reserved for open space. No building in Tract 2 shall exceed 5 stories in height.
2(A) The following Conditions will apply to the western property boundary of Tract 1 contiguous with the
Sedgefield Landing community.
a) In conjunction with the initial phase of any new construction, a minimum 84 inch (where permitted)
opaque fence will be constructed along the western side of Tract 1 that abuts Sedgefield Landing. The
fence will be continuous (no breaks), and will continue along the entire Tract 1 property line beginning with
the southernmost point of the Duke Power right-of-way, if permitted, and continuing to the point where the
fence meets the existing NCDOT sound wall, if the DOT permits.
b) A gate will be constructed in the fence, if permitted, at the point where the fence crosses the Duke
Power right-of-way.
c) There shall be a 35 foot wide buffer along the entire property line of Tract 1 that abuts Sedgefield
Landing consisting of evergreen plantings in order to achieve a consistent visual screen. The initial evergreen
plantings in this buffer shall be 6' tall and shall be installed on the Sedgefield Landing side of the fence,
with the fence installed no closer than 15 feet to the property line where there are Sedgefield Landing
residences within 25 feet of the property line and will be at least 5 feet from the property line in all other
instances.
d) Buildings located within 75 feet of the property line on Tract 1 which directly abuts the Sedgefield
Landing community shall be no more than one story in height (structures outside of this 75 foot boundary
may exceed one story). Businesses located in those buildings shall have operating hours of no earlier than
6 a.m. and no later than midnight; and, subject to City approval, there shall be no vehicle access behind
these buildings.
e) Trash dumpsters shall be screened and located at least 50 feet from the western property boundary of
Tract 1 that abuts Sedgefield Landing.
f) There will be no vehicular traffic access from the end of Sedgefield Gate Road in Sedgefield Landing onto
the subject property, or from the subject property onto Sedgefield Gate Road.
3) Tract 3 (43.1 acres), proposed mixed use/commercial/ residential/adaptive reuse, shall be limited to:
a) All uses permitted in R. RM, and TN districts with dwelling units not to exceed 571 units with a
maximum building height of 4 stories.
b) Uses permitted in retail, office or an institutional setting containing uses permitted in the R, RM, MU,
PI, CL, CM, CH, CN and 0 zoning districts. New commercial square footage will not exceed 200,000 square
feet (GFA), in addition to the square footage of existing buildings located on tract 3 as of March 9, 2015.
c) A mix of residential and commercial uses is allowed.
4) Tracts 4 (11.79 acres) and 5 (24.08 acres), proposed residential, shall be limited to uses permitted in
the R. RM, and TN districts and shall be further conditioned as follows:
ZONE 3
ZONE 2
ZONE 1
WOTH OF STREAM
ZONE 1
ZONE 2
ZONE 3
50' VEGETATED
20' RIPARIAN
30' UNDISTURBED
FROM Tog TO Tog
30' UNDISTURBED
20' RIPARIAN
50' VEGETATED
BUFFER
BUFFER
BUFFER
cid
a
BUFFER
BUFFER
BUFFER
L-7
s
(::1
L-8
A[::
88.90'
EXIT 100
STREAM BUFFER DETAIL
N.T.S.
NOTES:
1. AREA DETERMINED BY LEAST SQUARES METHOD.
2. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD
AREA AS DETERMINED BY THE DEPARTMENT OF HOUSING
AND URBAN DEVELOPMENT PER PANEL MAP 3710783200J
ZONE "X" DATED JUNE 18, 2008.
3. BOUNDARY LINES NOT SURVEYED ARE SHOWN DASHED.
4. DEED REFERENCES:
D.B. 6920 PG. 1579 GUILFORD COUNTY IS SUBJECT PROPERTY.
EVANS ENGINEERING HAS NOT PERFORMED ANY TITLE SEARCH.
5. TOTAL AREA= 131.43 ACRES.
6 THIS SURVEY IS OF AN ACTUAL FIELD SURVEY HAVING
CP REPLACES EIP
FROM 5-04-1996 SURVEY / ;
FROM 3-20-2008 SURVEY /
WAS IN C/L TRACKS NOW
1.62' WEST OF TRACKS
RIDGE OWNERS ASSOCIATION
COMMON ELEMENTS
D.B. 4865 PG. 1876
REVISIONS
OWNER NAME AND ADDRESS SYM. DESCRIPTION I DATE BY
•
KSL SEDGEFIELD PILOT, LLC,
C/O KISCO SENIOR LIVING, LLC
5790 FLEET STREET, SUITE 300
CARLSBAD, CA. 92008
/ PHONE (336)
/ P.B. 139 PG. 99
/JCT.M. 0072390 LEGEND:
N.C.D.O.TZONED GO -M . EP EDGE OF EXISTING PAVEMENT
PILOTS RIDGE, LLC \ D.B. 7533 PG. 1347 N.C.G.S. NORTH CAROLINA GEODETIC SURVEY
COMMON ELEMENTS T.M. 0220476 �L CENTERLINE
D.B. 4865 PG. 1876 ' \ \ C'ij� ♦ R/W RIGHT-OF-WAY
P.B. 139 PG. 98 r, !/ % G.D. GRID DISTANCE
T.M. 0072390 sr rii H.D. HORIZONTAL DISTANCE
ZONED GO -M / 00, O� `SSj\TS / D.B. DEED BOOK
c/ NIP �� /s* �oGT 'h PG. PAGE
/ 2 00� F J�h0/ B.C. BACK CURBING
CP REPLACES EIP 1 / �� OO 6'J / Q' ♦n D SPK 12" SPIKE OR NAIL
FROM 5-04-1996 SURVEY `� k`O
O NIP NEW IRON PIPE
FROM 3-20-2008 SURVEY / �5 roti ��1 tiJ �0, AI, O EIR EXISTING IRON -SOLID OR REBAR
EIP 00 / -P-
0 O EIP EXISTING IRON PIPE
/ c^ O CRWM CONCRETE RIGHT OF WAY MONUMENT
,/851 \V7
n0 \
Off`
\
'84\ ♦s
CNK U%P TRACT 6 ���" �.'\ `/ / ♦`�
EIP !` IS8L SEDGEFIELD PILOT \ \ K.C.D.O.T.
T \� To 61 \\ / D.B. 6920 PG. 9 U.V5542 PG. 1649
T.M. 0156629 D.B. 5544 PG. 1359
16.82 ACRES D.B. 16¢78 PG. 2231
`gPG. 35
T.M. 272-15N,2,3,4 5,6,7,11 // i r\
AN ERROR OF LESS THAN 1'66,650' FEET. PO �y �' ZONED\0 / 1 i `\
7. ALL DISTANCES SHOWN HEREON ARE IN US SURVEY FEET
UNLESS SPECIFIED OTHERWISE.
8. PROPERTY IS CURRENTLY ZONED CU -PUD. `�°ke!` O`' 4:QJQ`,�G (��
TL' 45 O O �. i OLD CONC.
9. THERE ARE NORTH CAROLINA GEODETIC SURVEY MARKERS $ �° 00 GP �0 MONUMENT / / f,L '--------'--'' ------
41
WITHIN 2000 FEET OF SUBJECT PROPERTY AS SHOWN. m 31L& �O 4Q `LO OQ / , / / J ' ' '��' ------
q O G°�O 0 �''CZ' / 19 ON / / '7 '^
10. PROPERTY IS PART OF 1999 COUNTY TAX MAP 11-684-868-2 04r3'�4. QP ��Q y/ O`1 !g / N65
AND CURRENTLY LISTED AS PARCEL ID 0156629.O� 5/ EIP'S (\E0,
11. PROPOSED PUBLIC SANITARY SEWER EASEMENTS AND O� 4F C3
!� �y CRWM
PROPOSED PUMP STATION EASEMENT TO BE DEDICATED \\\ 10V NIP
BY THIS PLAT. �k 1v y0 -'--"ate''"'_"/"
EXEMPT PLAT FOR
KSL SEDGEFIELD PILOT, LLC
5300 HIGH POINT ROAD
12. ALL REFERENCES TO UDP SHALL REFER TO THE UNIFIED �`oAr
^y�O �2�.6 622 53 RWM 65 016 " _ "" " EP --''"" P� ` ��'�9 JAMESTOWN TOWNSHIP -GUILFORD COUNTY
DEVELOPMENT PLAT RECORDED IN PLAT BOOK 192, F / •5N Sl S ��'� ___ _ . �9 sc' d
PAGE 24 & 25, AS HERE AFTER AMENDED.�h1 i �56y 15� 00 272'75' _ 11p3 E N.C.D.O.T. ♦
! �q�0' SPIKE_--''-' N�5 27 •�D.B. 5677 PG. 11 �1 �� 9� GREENSBORO, NORTH CAROLINA
k°c O "-- _- SPIKE �w !, 'j�` P.B. 8 PG. 35 FEBRUARY 6 201
GUILFORD COUNTY BOARD OF EDUCATION tx /CRWM - _ 1-3 T.M. 272-15-2 ` u� A t�� 9
D.B. 4264 PG. 1399 k�` �+ ms`s p` / CRWM \\� _ __ i- /�O 5 �� `�\ ¢O / \ ♦ ♦ .` c� O �J
P.B. 121 PG. 100, 101 C/ �L �- / �L S' ZONED 0 P
0 `� . - "-' '_- �2 !\\ �"�o, �,\h '��`si� / \ / ` ?�� 100 0 200
T.M. 0095287 C Q \ '
ZONED 0 FQ• 4Q /`l - g'25"E -11 \' A / / \ 69\ ` O �'
ADAMS FARM COMMUNITY ASSOCIATION
COMMON ELEMENTS
D.B. 4241 PG. 0551
P.B. 106 PG. 151
T.M. 0064480
ZONED CU -PDR
a) The number of residential units In Tract 4 shall not exceed 130 units with a maximum building height
of three stories. Additionally, uses shall be limited to multifamily (Elderly). Chain link fencing is prohibited. \
No garages or storage buildings shall be located between High Point Road and the principal structure. Vinyl \
or stucco materials are prohibited on all exterior building elevations \
EIP
b) The number of residential units in Tract 5 shall not exceed 226 units, with a maximum building height CP REPLACES EIP
of two stories and a minimum open space of 3.61 acres. ! \
p p FROM 5-04-1996 SURV �?
FROM 3-20-2008 SU EY
5) Tract 6 (16.81 acres) will be reserved as a buffer and mitigation site, with permitted uses limited to WAS IN C/L TRACKS NOW
those consistent with the PNR district, with an exception to allow construction necessary for wetland CP 0.09' WEST /TRACKS
mitigation and storm water control.
/
CURVE TABLE ADAMS FARM COMMUNITY ASSOCIATION / / O`'`�'
COMMON ELEMENTS '4 09'
CURVE CHORD BEARING CHORD ARCLEN RADIUS
-,
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
D.B. 4241 PG. 0551
P.B. 110 PG. 114 / �lJ `�1 /
T.M. 0064480 / O C
ZONED CU -PDR
tK
oW
A
1144Q` i
F.50
�
�;
sr•
d' GQ /Oro/ / ,_t���� tk'
�VYJPFF�'O\ � ,�
8� tKtK
N81 1
�Oy QS CRV►�I G' ''' -� r� 410.31' EIP \\`� - / �¢ / / \ \701 \ � Jam° SCALE IN FEET
CRWM/ g
MONUMEN
/NIP \_l / 'ROBERT J. 6IRRETT
CT / "� ` ♦ \71\ D.�B� PG 3593/�� °� SURVEY AND PLAT BY:
NIP
Ny N N -r TOWER 67 /
� o ro0 0 �P c
y
UDP TRACT 2
A-
/
NIP o o KSL SEDGEFIELD PILOT /
M o0 0o D.B. 6920 PG. 1579 /
T.M. 0156629 /
16.73 ACRES
§4
\ 1y4j1�� X
/Qa�'5-
I O Z1'j' '� � G•
C3 ti
T#M. 0155281 / \
/20NED SCODf2
`� s\
XLO .
.sem. �% /. \72)
g0 / \73)
EVANS ENGINEERING, INC.
ENGINEERS, SURVEYORS, PLANNERS
4609 DUNDAS DRIVE GREENSBORO, N.C. 27407
PHONE: [phone] FAX: [phone]
LICENSE C-0168
I�X62\
_/ \ / / ♦ VIEW SHED EASEMENT NOTE:
ICHAI!L ALLEN GEORGE A/W\ View Shed Easement as shown, for unobstructed visibility at
BENT EIP YOULA-41DRA M. GEORGE / \ grade from and to the 'Historical Buildings' located on the
V 6
D.B.8GqO PG. 1974 'Historical Property' and High Point Road. The View Shed
�\ c, P.B. 8,13G. 35 �\`1 Easement prohibits the construction of any man-made
1 T.M. \ Of5,5280 improvements without prior written permission of the owner of the ZONED SCGD-2 ���' FAIRFAX ROAD Historical Property'. The owner of the 'Historical Property'
n \ L,\� ♦ �� /s1\ \S� S.R.#1585 \ reserves the right to remove and trim trees and other vegetation
♦ 0 \_/ I? e \ ` within the View Shed Easement. Structures are allowed for the
\
G� \\ /0 CARLISLE ESTATES I installation and maintenance of the planned pump station.
P.B. 8 PG. 35 I \
AREA SHOWN AS PARK.
O!
SEE ALSO D.B. 516 PG. 480
J E\
ZONED SCOD-2 N.C.D.AT.
\ D.B. 5169 PGS420
\ \\ ` ♦ ►00P.B. 8 PG. 3
\\ \ \ \�\♦ ® J.M. 272-15-1 cOti
O / i' / / % O I N A \. `` \ / 9� 00 / \ � \ \� I � o ♦ ®♦ T,P
CP REPLACES EIP a , , , \ \ PUMP STATION LOT 0.20 ACRES
ro +
FROM 5-04-1996 SURVEY Q2
FROM 3-20-2008 SURVEY / ; ,; ;' /' xj0 COF�C'i,I,•��,,o TOTAL SITE 114.59 ACRES `,`\ COBB ROAD 9c
CP 0.39' WEST OF TRACKS/ /2 ,' /'; �� k '` ,oh c",y0 S'S+A C,� \ ��^�,�. ���= �JIP\, j�IR� o. NOT AN OPEN STREET �► \Fs,
� \ ,
EXISTING LAKE TO BE DRAINED I� Z� p \
Ike, i' icy"/ `1'T u? NIP 1 1 ♦ N
,'� 9 6' x \�\ \ \ \ 'HISTORICAL TRACT' �� / o.
1" EIP , / / �j d0 / ' \ \ \ \ i C',
�\ n ♦ �2 < aN \ ,
/ IPS �. /� 5� CRWM x?Q 00 //00 / \ \ \ / \ I� 11J/ \\% y 0 . 03;w_ \
SETBACKS PER UDP / /' T/F ' ��5 00 / y6 / \ \ \ \ \ �I 1 p 11/ `� �` n_ - < ;, ( J. PILOT LIFE INSURANCE CO. \
�� tiA y�y \ \ \ \ \ \ \ I I R Un- cP D.B. 1276 PG. 1110
GCB PARTNERS / / / �` h0 �' s• -i 5 \ < �� ' \ ` �` cr \
UDP TRACTS 1 & 2 I 9 ,, PROPOSED FUTURE 8" SEWER MAIN �k. \ \ STREAM BUFFER LOCATION SHOWN MAY \ PROPOSED PUBLIC U ` ` N -A T.M. 0155277
1 s, 4 \ \ -_ . EI cn o � ZONED SCOD-2 \
D.B. 7948 PG. 2330 . , . , / / \ \ CHANGE ONCE STREAM IS REESTABLISHED SANITARY `% �� o
RESIDENTIAL SETBACKS TO COMPLY WITH RM -26 DISTRICT PER LDO P.B. 195 PG. 50 / �' ,' / NIP .� S/ \
S, .NIP \ \ \ \ \ \ \ \ SEWER EASEMENT ) I / NI 0� Q /
SECTION 30-7-3.2(H) AND NON-RESIDENTIAL DEVELOPMENT TO T.M. 0226202 i ' ' rj 'Y SEDGEFIELD GATE PHASE 3 ' \ \ \ I 1 \,y,/ N ^ o ,` \ \
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-5.1. ZONED CU -HB / /' ,/ C %// OT9AU%*/ D.B. 3864 PG. 1701 / \ \ \ \ \ \ 1.25 ACRES I 1 j / \ \ ♦ \
UDP TRACT 3 / Q,� /� / ' ? Ss MP.B1 13 4 PG -868-1 G. 71/ \ \ \ \ \ \ \ III^ I I #�I I \ \\\\` �"c ZZ -
,Q,
4. Q. GRANITEp `P� / / \ \ \ �� \ 11 I 0
RESIDENTIAL SETBACKS TO COMPLY WITH RM -18 DISTRICT STANDARDS �. MONUMENT / ZONED GO -M / / \ \ \ \ `� -�
PER LDO SECTION 30-7-3.2(G) AND NON-RESIDENTIAL DEVELOPMENT TO Q i / // �' ' / \ \ \ ' 1\ �- T'r `� ter-\�/
�. 181 / 2 J \ \ \\ \ 10 N . ♦ \
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-5.1. WIP
\_/`SNIP O \\\ \\\ \ \ \ UDP TRACT 3 5\C�'I z� I' 3 �P\ \ \57�UDP TRACT 4 RESIDENTIAL SETBACKS TO COMPLY WITH RM -8 L r / i \ \ \ j Ey • N \ \
�5 0 \ / \ \ \ KSL SEDGEFIELD PILOT-_ _ `��
DISTRICT STANDARDS PER LDO SECTION 30-7-3.2(E). \�\ �� O !i / / \ \ D.B. 6920 PG. 1579 \ / ZONE 1 \��, \ \ \56/
�• I / '/I- 'yvt �> / \ \ \ \ T.M. 0156629 \ � / /'NIP�- _SONE t •� \ \ _ \ \
UDP TRACT 5 RESIDENTIAL SETBACKS TO COMPLY WITH RM -12 ,y (, ��� s ' \ \ \ \ p �Lc� 86.08 ACRES \ / // O �� \
G C` / �\ r \ / \ / tx ZQjyI ma /^1 \ /55\ \
DISTRICT STANDARDS PER LDO SECTION 30-7-3.2(F). �' s �iT sfl j 2J \ �o\?�c \ / /�p ' / // J __ - (\ \53/ \�/ /
6' / \�`\F `.ct` \ \ ,, / / / // //� ZONE 3
NOTE: UDP TRACTS 1 AND 5 ARE NOT PART OF THIS PLAT. \ 00F \ o�s�' ��2F?F;; \ / / J M/ /,Y
NOTE: UDP TRACT NUMBERS REFERENCE THE TRACT
NUMBERS ON THE RECORDED UNIFIED DEVELOPMENT PLAN
UDP TRACT 3 SITE DATA:
AREA: ±86.08 ACRES
UDP 3 AS SHOWN ON THIS EXEMPT PLAT IS THE REMAINING
AREA
UDP TRACT 2 SITE DATA:
AREA: ±16.72 ACRES
PROPOSED USES: MIXED-COM/RES
MAX BUILDING HEIGHT: 5 STORIES
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -26 DISTRICT
MAX. UNITS: 380
MIN. OPEN SPACE: 1.67 AC
OF OPEN SPACE REQ'D: 10%
COMMERCIAL REQUIREMENTS:
SETBACKS: COMPLY WITH C -M DISTRICT
MAX. GFA: 260,000 SF
MIN. OPEN SPACE: 0.60 AC
OF OPEN SPACE REQ'D: 10%
UDP TRACT 4 SITE DATA:
AREA: ±11.79 ACRES
PROPOSED USES: RES -MULTI FAMILY
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -8 DISTRICT
MAX. UNITS: 93
MIN. OPEN SPACE: 1.77 AC
OF OPEN SPACE REQ'D: 15%
UDP TRACT 6 SITE DATA:
THIS TRACT WILL REMAIN UNDEVELOPED AND
UNDISTURBED AND WILL BE ALLOCATED AS OPEN SPACE.
AREA: ±16.81 ACRES
OPEN SPACE PROVIDED: 16.81 AC
Jefferson Pilot -Exempt Plat-1.dwg
o/�ssF°\ GJ �/ / \\ \ /N1� �yei� -€�
�'r Ac c9r / EXISTING LAKE TO BE DRAINED \ \ �` \ \ / / // / PROPOSED 8" SEWER MAIN \ \ �� G ti \ Y
Z4.y / /-\ / O A .o • F\� GRANIT / /�AD / �\ t �' \
i / 119/ / \ C+ C�' /, MON NT 2 / \ .�. .� .� .� \ PROPOSED / / ' \0i L)
�O Q O '` �°' / / \ \d' d' OI `� .� `. \ VIEW SHED / //P�v/ EIP 1 1 sc�s� F� \
6'd' ? \ ` EAS E M E NT /// I I n O , 2� 0 <,
�� \ SEE NOTE / Or L // 6 / / /� i I 1 O\cP �A
0 16' W D.M.&U.E.-50' FROM TOP OF \ \ /4 y / / N I �\
Og / / / / .
BANK. EACH SIDE `.� , PUBLIC / UDP TRACT 4 I
\ / \ e�• }y 7' PROPOSED o 4 �, / / r , ,
S O. /6 O / \20/ / w S7 .� \ `� /1 1
�� EIP 0 to 183'82 SEE STREAM BUFFER DETAIL \ , I I, / ti 0� / / // KSL SEDGEFIELD PILOT I i I\
O / LIP SANITARY / N(P O / // D.B. 6920 PG. 1579 _ I un
'L \ \ I �, \ / ti/�`i' n EIP I I / /
F,OGA,- o I ( \ \ I SEWER /�� f ,' ti/ // T.M. 0156629 i o \4/
SEDGEFIELD GATE Og''34')N \ /5 / / 11.80 ACRES
21 S7 \ \EASEMENT / tglp �.� / / i I . / / \
/ \ \ PHASE 2 EIP 1• 1 1 1 •� X1.25 ACRES 1 / 0 t 1 �
/ 9.8 PROPOSED FUTURE 8" SEWER MAIN `C ` `� G / 1
D.B. 3864 PG. 1701 19 3 /29 , - . \ 1` i rx/ i' // j / SEE SHEETS PSA AND PS.2 `f' ,,,
/ P.B. 123 PG. 27 HENRY R. CANIPE \_� \30 ; X ` \� / /O / // \ \ �\ �`� �,' /' \ /3 \ \
M. 11-682-F-869-33 D.B. 5917 PG. 0199 ` /' / /� FOR PROPOSED PUMP z, \ --� \ �_/ \
/ ZONED GO -M ` \ . �� 1
\ UNRECORDED PLAT 1.� � a z � \ ` •� `. � _ itW / � STATION DETAILS EIP EIP
/ SEDGEFIELD SECT 1 SHE 2 1 �, `� `\ _J - I EIP
1 1-682-F-869-25 r -4 � \ \ �. I i, n
ZONED RS -20 ! a' -. - : - ' IP W) ' \ EIP EIP P �3 _
�\ 1 un rnLr N `�' ' of �I 1 I 662.$8 CITY LIMITS IN L-1-4 \ ,,
�
OVERALL SITE DATA: I \ G �i 30'x30'BELLSOUTH EI EIP Z TOTAL=1023.62'
7-5 i
------- ---------------
PARCEL NUMBER: 0156629 \ 1 1 EASEMENT EIP-�__L_-_2_6----------S86'3-------------_-___--- _ - �__________ -�';
PROPOSED NUMBER OF LOTS: 4 \ SEDGEFIELD GATE D.B. 3359 PG. 0220 EI L ' �* - ---------�_r I I y
TOTAL LOT AREA: 131.4 ACRES \ /25\ D.B. 3190 PG. 0237 1 0 o L 9 28 ----------- _ ' i +•
DEED REFERENCE: DB 6920, PG 1579 241 \ \-/ \ D.B. 3249 PG. 305 I 1 5 52�W _ _-------- CITY' LIMITS (OUT) I \
ZONED: CU -PUD, A PORTION OF THIS PROPERTY LIES IN SCOD 2. \ \-/ \ P.B. 72 PG. 87 S762 1 ` - "__---- -r HIGH POINT ROAD i I \
UNIFIED DEVELOPMENT PLAT RECORDED: PB 192, PG 24 \ T.M. 11-682-D-869-25 1 1 g25 41_-� --- s I U.S. HIGHWAY 29-70 _
CURRENT USE: VACANT \ ZONED GO -M 1 1 EIP ___-- - _ / I Q 3 100' RIGHT OF WAY /^\ ; 2) ,-
PROPOSED USE: MIXED \ EIP _ ' Y ♦ W A MAJOR THOROUGHFARE �m 1
LAND USE CLASSIFICATION:VACANT \ _ i " 1 WA i-\ o W o SEE D.B. 587 PG• 169
1 � _39_---' / F � � r7 181
EXISTING GFA: 225,699 SF EP _ _ /" 00 OF R1G I I /- \L 2/ ♦ d C7 = ^ 1 1 `/
PROPOSED GFA: 0 SF �CENTERLIN%NEE1 2 I ♦ v ❑ o 1 1 /
EP �, \ _SEE / 91 \10 \ - - ♦.c �f W N I /
WATERSHED DATA: \ 8/ II \`/ I� `/ II ETW_ D LANE O ¢ �16�
WATERSHED:LOWER RANDLEMAN LAKE GWA 5 \ ; g 1 ( \ 7.) 1 I I I / / /r PRIVATE ALLEY N �. �W
EX. BUA: 13.28 ACRES (10%) 13\ \
MAXIMUM ALLOWED BUA: = 65.71 AC (50%)
SOILS: CcB, EnB, EnC, EnD, IrB SEDGEFIELD SECTION 3 \ I \_/
FLOODPLAIN DATA: MAP #3710783200J, PANEL #7832, DATED 6/18/2007 \4i SHI�ET A J� '
DISTANCE TO FLOODWAY: >2000' P.B. 1 PG. 29
T.M. 11-482-B-869
\
�3) \\ \
1 1 \ \
1 4.) i •
W of
I INF TARI F
LINE
HILLTOP RD
DISTANCE
L-1
N45'56 35 W
112.22
L-2
N44'46 15 W
100.00
L-3
S4446 07 E
100.01
L-4
S45'57 40 E
G
Cae'
L-5
S44'20 50 W
cid
a
L-6
�
3.28'
L-7
s
29.05
L-8
S67'24'22"W
88.90'
EXIT 100
N45'56'51 W
200.43
L-10
N70'42'04"E
55.49'
L-11
N75'07 36 E
1
L-12
N66'43'27"E
50.58'
�
i
81.23
y0F
S41'07'30"E
c
L-15
S37'27 45 E
SITE �
L-16
S37'20'1 YE
103.92'
MACKAY RD
HIGH POINT RD
5.01
L-18
S35'11 7'57"E
36.40'
ANSON RD
S43'21 44 E
WAYNE RD
L-20 I
S44'19'00"E
0.46'
0
S00'35 40 W
133.19
L-22
SEDGEFIELD
30
L-23
S71'57 26 W
99.91
L-24
z
99.77'
�cF
�
RD
L-26
S88'39 09 W
PO
L-27
ROCKtNGHAM
68.00
L-28
S80'48 22 W
VICINITY
MAP 1 "=3000'
S76'40 25 W
100.32
EXEMPT PLAT FOR
KSL SEDGEFIELD PILOT, LLC
5300 HIGH POINT ROAD
12. ALL REFERENCES TO UDP SHALL REFER TO THE UNIFIED �`oAr
^y�O �2�.6 622 53 RWM 65 016 " _ "" " EP --''"" P� ` ��'�9 JAMESTOWN TOWNSHIP -GUILFORD COUNTY
DEVELOPMENT PLAT RECORDED IN PLAT BOOK 192, F / •5N Sl S ��'� ___ _ . �9 sc' d
PAGE 24 & 25, AS HERE AFTER AMENDED.�h1 i �56y 15� 00 272'75' _ 11p3 E N.C.D.O.T. ♦
! �q�0' SPIKE_--''-' N�5 27 •�D.B. 5677 PG. 11 �1 �� 9� GREENSBORO, NORTH CAROLINA
k°c O "-- _- SPIKE �w !, 'j�` P.B. 8 PG. 35 FEBRUARY 6 201
GUILFORD COUNTY BOARD OF EDUCATION tx /CRWM - _ 1-3 T.M. 272-15-2 ` u� A t�� 9
D.B. 4264 PG. 1399 k�` �+ ms`s p` / CRWM \\� _ __ i- /�O 5 �� `�\ ¢O / \ ♦ ♦ .` c� O �J
P.B. 121 PG. 100, 101 C/ �L �- / �L S' ZONED 0 P
0 `� . - "-' '_- �2 !\\ �"�o, �,\h '��`si� / \ / ` ?�� 100 0 200
T.M. 0095287 C Q \ '
ZONED 0 FQ• 4Q /`l - g'25"E -11 \' A / / \ 69\ ` O �'
ADAMS FARM COMMUNITY ASSOCIATION
COMMON ELEMENTS
D.B. 4241 PG. 0551
P.B. 106 PG. 151
T.M. 0064480
ZONED CU -PDR
a) The number of residential units In Tract 4 shall not exceed 130 units with a maximum building height
of three stories. Additionally, uses shall be limited to multifamily (Elderly). Chain link fencing is prohibited. \
No garages or storage buildings shall be located between High Point Road and the principal structure. Vinyl \
or stucco materials are prohibited on all exterior building elevations \
EIP
b) The number of residential units in Tract 5 shall not exceed 226 units, with a maximum building height CP REPLACES EIP
of two stories and a minimum open space of 3.61 acres. ! \
p p FROM 5-04-1996 SURV �?
FROM 3-20-2008 SU EY
5) Tract 6 (16.81 acres) will be reserved as a buffer and mitigation site, with permitted uses limited to WAS IN C/L TRACKS NOW
those consistent with the PNR district, with an exception to allow construction necessary for wetland CP 0.09' WEST /TRACKS
mitigation and storm water control.
/
CURVE TABLE ADAMS FARM COMMUNITY ASSOCIATION / / O`'`�'
COMMON ELEMENTS '4 09'
CURVE CHORD BEARING CHORD ARCLEN RADIUS
-,
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
D.B. 4241 PG. 0551
P.B. 110 PG. 114 / �lJ `�1 /
T.M. 0064480 / O C
ZONED CU -PDR
tK
oW
A
1144Q` i
F.50
�
�;
sr•
d' GQ /Oro/ / ,_t���� tk'
�VYJPFF�'O\ � ,�
8� tKtK
N81 1
�Oy QS CRV►�I G' ''' -� r� 410.31' EIP \\`� - / �¢ / / \ \701 \ � Jam° SCALE IN FEET
CRWM/ g
MONUMEN
/NIP \_l / 'ROBERT J. 6IRRETT
CT / "� ` ♦ \71\ D.�B� PG 3593/�� °� SURVEY AND PLAT BY:
NIP
Ny N N -r TOWER 67 /
� o ro0 0 �P c
y
UDP TRACT 2
A-
/
NIP o o KSL SEDGEFIELD PILOT /
M o0 0o D.B. 6920 PG. 1579 /
T.M. 0156629 /
16.73 ACRES
§4
\ 1y4j1�� X
/Qa�'5-
I O Z1'j' '� � G•
C3 ti
T#M. 0155281 / \
/20NED SCODf2
`� s\
XLO .
.sem. �% /. \72)
g0 / \73)
EVANS ENGINEERING, INC.
ENGINEERS, SURVEYORS, PLANNERS
4609 DUNDAS DRIVE GREENSBORO, N.C. 27407
PHONE: [phone] FAX: [phone]
LICENSE C-0168
I�X62\
_/ \ / / ♦ VIEW SHED EASEMENT NOTE:
ICHAI!L ALLEN GEORGE A/W\ View Shed Easement as shown, for unobstructed visibility at
BENT EIP YOULA-41DRA M. GEORGE / \ grade from and to the 'Historical Buildings' located on the
V 6
D.B.8GqO PG. 1974 'Historical Property' and High Point Road. The View Shed
�\ c, P.B. 8,13G. 35 �\`1 Easement prohibits the construction of any man-made
1 T.M. \ Of5,5280 improvements without prior written permission of the owner of the ZONED SCGD-2 ���' FAIRFAX ROAD Historical Property'. The owner of the 'Historical Property'
n \ L,\� ♦ �� /s1\ \S� S.R.#1585 \ reserves the right to remove and trim trees and other vegetation
♦ 0 \_/ I? e \ ` within the View Shed Easement. Structures are allowed for the
\
G� \\ /0 CARLISLE ESTATES I installation and maintenance of the planned pump station.
P.B. 8 PG. 35 I \
AREA SHOWN AS PARK.
O!
SEE ALSO D.B. 516 PG. 480
J E\
ZONED SCOD-2 N.C.D.AT.
\ D.B. 5169 PGS420
\ \\ ` ♦ ►00P.B. 8 PG. 3
\\ \ \ \�\♦ ® J.M. 272-15-1 cOti
O / i' / / % O I N A \. `` \ / 9� 00 / \ � \ \� I � o ♦ ®♦ T,P
CP REPLACES EIP a , , , \ \ PUMP STATION LOT 0.20 ACRES
ro +
FROM 5-04-1996 SURVEY Q2
FROM 3-20-2008 SURVEY / ; ,; ;' /' xj0 COF�C'i,I,•��,,o TOTAL SITE 114.59 ACRES `,`\ COBB ROAD 9c
CP 0.39' WEST OF TRACKS/ /2 ,' /'; �� k '` ,oh c",y0 S'S+A C,� \ ��^�,�. ���= �JIP\, j�IR� o. NOT AN OPEN STREET �► \Fs,
� \ ,
EXISTING LAKE TO BE DRAINED I� Z� p \
Ike, i' icy"/ `1'T u? NIP 1 1 ♦ N
,'� 9 6' x \�\ \ \ \ 'HISTORICAL TRACT' �� / o.
1" EIP , / / �j d0 / ' \ \ \ \ i C',
�\ n ♦ �2 < aN \ ,
/ IPS �. /� 5� CRWM x?Q 00 //00 / \ \ \ / \ I� 11J/ \\% y 0 . 03;w_ \
SETBACKS PER UDP / /' T/F ' ��5 00 / y6 / \ \ \ \ \ �I 1 p 11/ `� �` n_ - < ;, ( J. PILOT LIFE INSURANCE CO. \
�� tiA y�y \ \ \ \ \ \ \ I I R Un- cP D.B. 1276 PG. 1110
GCB PARTNERS / / / �` h0 �' s• -i 5 \ < �� ' \ ` �` cr \
UDP TRACTS 1 & 2 I 9 ,, PROPOSED FUTURE 8" SEWER MAIN �k. \ \ STREAM BUFFER LOCATION SHOWN MAY \ PROPOSED PUBLIC U ` ` N -A T.M. 0155277
1 s, 4 \ \ -_ . EI cn o � ZONED SCOD-2 \
D.B. 7948 PG. 2330 . , . , / / \ \ CHANGE ONCE STREAM IS REESTABLISHED SANITARY `% �� o
RESIDENTIAL SETBACKS TO COMPLY WITH RM -26 DISTRICT PER LDO P.B. 195 PG. 50 / �' ,' / NIP .� S/ \
S, .NIP \ \ \ \ \ \ \ \ SEWER EASEMENT ) I / NI 0� Q /
SECTION 30-7-3.2(H) AND NON-RESIDENTIAL DEVELOPMENT TO T.M. 0226202 i ' ' rj 'Y SEDGEFIELD GATE PHASE 3 ' \ \ \ I 1 \,y,/ N ^ o ,` \ \
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-5.1. ZONED CU -HB / /' ,/ C %// OT9AU%*/ D.B. 3864 PG. 1701 / \ \ \ \ \ \ 1.25 ACRES I 1 j / \ \ ♦ \
UDP TRACT 3 / Q,� /� / ' ? Ss MP.B1 13 4 PG -868-1 G. 71/ \ \ \ \ \ \ \ III^ I I #�I I \ \\\\` �"c ZZ -
,Q,
4. Q. GRANITEp `P� / / \ \ \ �� \ 11 I 0
RESIDENTIAL SETBACKS TO COMPLY WITH RM -18 DISTRICT STANDARDS �. MONUMENT / ZONED GO -M / / \ \ \ \ `� -�
PER LDO SECTION 30-7-3.2(G) AND NON-RESIDENTIAL DEVELOPMENT TO Q i / // �' ' / \ \ \ ' 1\ �- T'r `� ter-\�/
�. 181 / 2 J \ \ \\ \ 10 N . ♦ \
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-5.1. WIP
\_/`SNIP O \\\ \\\ \ \ \ UDP TRACT 3 5\C�'I z� I' 3 �P\ \ \57�UDP TRACT 4 RESIDENTIAL SETBACKS TO COMPLY WITH RM -8 L r / i \ \ \ j Ey • N \ \
�5 0 \ / \ \ \ KSL SEDGEFIELD PILOT-_ _ `��
DISTRICT STANDARDS PER LDO SECTION 30-7-3.2(E). \�\ �� O !i / / \ \ D.B. 6920 PG. 1579 \ / ZONE 1 \��, \ \ \56/
�• I / '/I- 'yvt �> / \ \ \ \ T.M. 0156629 \ � / /'NIP�- _SONE t •� \ \ _ \ \
UDP TRACT 5 RESIDENTIAL SETBACKS TO COMPLY WITH RM -12 ,y (, ��� s ' \ \ \ \ p �Lc� 86.08 ACRES \ / // O �� \
G C` / �\ r \ / \ / tx ZQjyI ma /^1 \ /55\ \
DISTRICT STANDARDS PER LDO SECTION 30-7-3.2(F). �' s �iT sfl j 2J \ �o\?�c \ / /�p ' / // J __ - (\ \53/ \�/ /
6' / \�`\F `.ct` \ \ ,, / / / // //� ZONE 3
NOTE: UDP TRACTS 1 AND 5 ARE NOT PART OF THIS PLAT. \ 00F \ o�s�' ��2F?F;; \ / / J M/ /,Y
NOTE: UDP TRACT NUMBERS REFERENCE THE TRACT
NUMBERS ON THE RECORDED UNIFIED DEVELOPMENT PLAN
UDP TRACT 3 SITE DATA:
AREA: ±86.08 ACRES
UDP 3 AS SHOWN ON THIS EXEMPT PLAT IS THE REMAINING
AREA
UDP TRACT 2 SITE DATA:
AREA: ±16.72 ACRES
PROPOSED USES: MIXED-COM/RES
MAX BUILDING HEIGHT: 5 STORIES
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -26 DISTRICT
MAX. UNITS: 380
MIN. OPEN SPACE: 1.67 AC
OF OPEN SPACE REQ'D: 10%
COMMERCIAL REQUIREMENTS:
SETBACKS: COMPLY WITH C -M DISTRICT
MAX. GFA: 260,000 SF
MIN. OPEN SPACE: 0.60 AC
OF OPEN SPACE REQ'D: 10%
UDP TRACT 4 SITE DATA:
AREA: ±11.79 ACRES
PROPOSED USES: RES -MULTI FAMILY
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -8 DISTRICT
MAX. UNITS: 93
MIN. OPEN SPACE: 1.77 AC
OF OPEN SPACE REQ'D: 15%
UDP TRACT 6 SITE DATA:
THIS TRACT WILL REMAIN UNDEVELOPED AND
UNDISTURBED AND WILL BE ALLOCATED AS OPEN SPACE.
AREA: ±16.81 ACRES
OPEN SPACE PROVIDED: 16.81 AC
Jefferson Pilot -Exempt Plat-1.dwg
o/�ssF°\ GJ �/ / \\ \ /N1� �yei� -€�
�'r Ac c9r / EXISTING LAKE TO BE DRAINED \ \ �` \ \ / / // / PROPOSED 8" SEWER MAIN \ \ �� G ti \ Y
Z4.y / /-\ / O A .o • F\� GRANIT / /�AD / �\ t �' \
i / 119/ / \ C+ C�' /, MON NT 2 / \ .�. .� .� .� \ PROPOSED / / ' \0i L)
�O Q O '` �°' / / \ \d' d' OI `� .� `. \ VIEW SHED / //P�v/ EIP 1 1 sc�s� F� \
6'd' ? \ ` EAS E M E NT /// I I n O , 2� 0 <,
�� \ SEE NOTE / Or L // 6 / / /� i I 1 O\cP �A
0 16' W D.M.&U.E.-50' FROM TOP OF \ \ /4 y / / N I �\
Og / / / / .
BANK. EACH SIDE `.� , PUBLIC / UDP TRACT 4 I
\ / \ e�• }y 7' PROPOSED o 4 �, / / r , ,
S O. /6 O / \20/ / w S7 .� \ `� /1 1
�� EIP 0 to 183'82 SEE STREAM BUFFER DETAIL \ , I I, / ti 0� / / // KSL SEDGEFIELD PILOT I i I\
O / LIP SANITARY / N(P O / // D.B. 6920 PG. 1579 _ I un
'L \ \ I �, \ / ti/�`i' n EIP I I / /
F,OGA,- o I ( \ \ I SEWER /�� f ,' ti/ // T.M. 0156629 i o \4/
SEDGEFIELD GATE Og''34')N \ /5 / / 11.80 ACRES
21 S7 \ \EASEMENT / tglp �.� / / i I . / / \
/ \ \ PHASE 2 EIP 1• 1 1 1 •� X1.25 ACRES 1 / 0 t 1 �
/ 9.8 PROPOSED FUTURE 8" SEWER MAIN `C ` `� G / 1
D.B. 3864 PG. 1701 19 3 /29 , - . \ 1` i rx/ i' // j / SEE SHEETS PSA AND PS.2 `f' ,,,
/ P.B. 123 PG. 27 HENRY R. CANIPE \_� \30 ; X ` \� / /O / // \ \ �\ �`� �,' /' \ /3 \ \
M. 11-682-F-869-33 D.B. 5917 PG. 0199 ` /' / /� FOR PROPOSED PUMP z, \ --� \ �_/ \
/ ZONED GO -M ` \ . �� 1
\ UNRECORDED PLAT 1.� � a z � \ ` •� `. � _ itW / � STATION DETAILS EIP EIP
/ SEDGEFIELD SECT 1 SHE 2 1 �, `� `\ _J - I EIP
1 1-682-F-869-25 r -4 � \ \ �. I i, n
ZONED RS -20 ! a' -. - : - ' IP W) ' \ EIP EIP P �3 _
�\ 1 un rnLr N `�' ' of �I 1 I 662.$8 CITY LIMITS IN L-1-4 \ ,,
�
OVERALL SITE DATA: I \ G �i 30'x30'BELLSOUTH EI EIP Z TOTAL=1023.62'
7-5 i
------- ---------------
PARCEL NUMBER: 0156629 \ 1 1 EASEMENT EIP-�__L_-_2_6----------S86'3-------------_-___--- _ - �__________ -�';
PROPOSED NUMBER OF LOTS: 4 \ SEDGEFIELD GATE D.B. 3359 PG. 0220 EI L ' �* - ---------�_r I I y
TOTAL LOT AREA: 131.4 ACRES \ /25\ D.B. 3190 PG. 0237 1 0 o L 9 28 ----------- _ ' i +•
DEED REFERENCE: DB 6920, PG 1579 241 \ \-/ \ D.B. 3249 PG. 305 I 1 5 52�W _ _-------- CITY' LIMITS (OUT) I \
ZONED: CU -PUD, A PORTION OF THIS PROPERTY LIES IN SCOD 2. \ \-/ \ P.B. 72 PG. 87 S762 1 ` - "__---- -r HIGH POINT ROAD i I \
UNIFIED DEVELOPMENT PLAT RECORDED: PB 192, PG 24 \ T.M. 11-682-D-869-25 1 1 g25 41_-� --- s I U.S. HIGHWAY 29-70 _
CURRENT USE: VACANT \ ZONED GO -M 1 1 EIP ___-- - _ / I Q 3 100' RIGHT OF WAY /^\ ; 2) ,-
PROPOSED USE: MIXED \ EIP _ ' Y ♦ W A MAJOR THOROUGHFARE �m 1
LAND USE CLASSIFICATION:VACANT \ _ i " 1 WA i-\ o W o SEE D.B. 587 PG• 169
1 � _39_---' / F � � r7 181
EXISTING GFA: 225,699 SF EP _ _ /" 00 OF R1G I I /- \L 2/ ♦ d C7 = ^ 1 1 `/
PROPOSED GFA: 0 SF �CENTERLIN%NEE1 2 I ♦ v ❑ o 1 1 /
EP �, \ _SEE / 91 \10 \ - - ♦.c �f W N I /
WATERSHED DATA: \ 8/ II \`/ I� `/ II ETW_ D LANE O ¢ �16�
WATERSHED:LOWER RANDLEMAN LAKE GWA 5 \ ; g 1 ( \ 7.) 1 I I I / / /r PRIVATE ALLEY N �. �W
EX. BUA: 13.28 ACRES (10%) 13\ \
MAXIMUM ALLOWED BUA: = 65.71 AC (50%)
SOILS: CcB, EnB, EnC, EnD, IrB SEDGEFIELD SECTION 3 \ I \_/
FLOODPLAIN DATA: MAP #3710783200J, PANEL #7832, DATED 6/18/2007 \4i SHI�ET A J� '
DISTANCE TO FLOODWAY: >2000' P.B. 1 PG. 29
T.M. 11-482-B-869
\
�3) \\ \
1 1 \ \
1 4.) i •
W of
I INF TARI F
LINE
BEARING
DISTANCE
L-1
N45'56 35 W
112.22
L-2
N44'46 15 W
100.00
L-3
S4446 07 E
100.01
L-4
S45'57 40 E
40.31
L-5
S44'20 50 W
25.00
L-6
S46'06'30"E
3.28'
L-7
S27'49 58 E
29.05
L-8
S67'24'22"W
88.90'
L-9
N45'56'51 W
200.43
L-10
N70'42'04"E
55.49'
L-11
N75'07 36 E
85.60
L-12
N66'43'27"E
50.58'
L-13 I
N75' 17'08"E
81.23
L-14
S41'07'30"E
113.58'
L-15
S37'27 45 E
22.60
L-16
S37'20'1 YE
103.92'
L-17
S47'40 40 W
5.01
L-18
S35'11 7'57"E
36.40'
L-19
S43'21 44 E
137.53
L-20 I
S44'19'00"E
0.46'
L-21 I
S00'35 40 W
133.19
L-22
'46'45"W
99.78'
L-23
S71'57 26 W
99.91
L-24
S79'11'56"W
99.77'
L-25
S85'42 34 W
100.05
L-26
S88'39 09 W
66.99
L-27
S83'43 39 W
68.00
L-28
S80'48 22 W
99.94
L-29 I
S76'40 25 W
100.32
L-30
S77'10'20"W
99.99'
L-31
N12'52'58"E
128.80
L-32
N51'12 49 W
32.18
L-33
N05'01 28 W
103.87
L-34
N48'34 47 E
132.79
L-35
N40'59 14 E
95.45
L-36
N52'09 07 E
191.41
L-37
N37'04 24 E
85.31
L-38
N55'4337"E
63.74
L-39
N25'45 39 E
76.16
L-40
N46' 19 39 E
91.18
L-41
N32'28 43 W
57.48
L-42
N07'39 15"E
123.37
UTILITY NOTICE:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
Q'� FIELD SURVEY INFORMATION, RECORDED EASEMENTS, AND EXISTING
DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE
o UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
/ INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED
/ AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND
/ UTILITIES.
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TOTAL PROJECT AREA = 11.79 ACRES
TOTAL APPROXIMATE NON—WETLAND WATERS=1,664 L.F./0.35 ACRES
TOTAL APPROXIMATE WETLANDS = 0.07 ACRES
TOTAL APPROXIMATE UPLANDS = 11.37 ACRES
TOTAL
APPROXIMATE
LINEAR WETLANDS IMPACTED (FILL IMPACTS)
= 0.02
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TOTAL
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WETLANDS IMPACTED (FILL IMPACTS) = 0.06
ACRES
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840
840
835
835
830
835
830
830
825
830
825
PROPOSED FILL GRADING
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825
820
FILL GRADING
820
815
820
815
815
810
815
810
810
805
WETLAND IMPACT
810
805
800
WETLAND
IMPACT
805
800
800
800
795
795
10+00 +50 11+00 +50 12+00 +50 13+00 13+50
LINEAR WETLAND PROFILE - STA 9+50 TO STA 13+50
t'\ \i al \agg\ra tion _ /0"
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GRAPHIC SCALL_
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830
830
825
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805
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,LOB No. 100192-01-001
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SHEET 4

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. I Iamilton
January 17, 2019
Timothy O'Halloran
Terracon Consultants, Inc.
2701 Westport Road
Charlotte, NC 28531
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Develop Senior Independent Living Facility, 5300 High Point Road, Greensboro, Guilford County,
ER 19-0014
Dear Mr. O'Halloran:
Thank you for your email of December 7, 2018, regarding the above -referenced undertaking. We have
reviewed your submittal and offer the following comments.
This project is within the boundaries of the Pilot Life Insurance Headquarters (GF1234) a property placed on
the State Study List in 2007 and is also a contributing resource within the Pilot Life -Sedgefield Historic District
(GF2993), determined eligible for listing in the National Register of Historic Places in 1990. As proposed, the
project's size and location will result in an adverse effect to the historic property and district.
We look forward to consulting with you regarding the resolution of adverse effects. Please provide the
following documentation to us for review.
♦ Photographs showing the area of potential effect (APE) setting. Photos should demonstrate "big -
picture" views and the visibility of the Headquarters building from the APE.
♦ Site Plans — Should include proposed building footprint, parking, landscaping, etc.
As discussed during our telephone call on January 14, 2019, Terracon is drafting an application for permitting
from the US Army Corps of Engineers. A determination of adverse effect could jeopardize that permitting or
cause a delay in the process. We would advise that you contact Jean Gibby at the USACE Wilmington District,
Raleigh Regulatory Field Office for more information.
There are no known archaeological sites within the proposed project area. Based on our knowledge of the
area, it is unlikely that any archaeological resources that may be eligible for inclusion in the National Register of
Historic Places will be affected by the project. We, therefore, recommend that no archaeological investigation
be conducted in connection with this project.
The above comments are made pursuant to Section 106 and 110 of the National Historic Preservation Act and
the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
environmental.review&ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
bol(Ramona M. Bartos
cc Jean Gibby, USACE, Raleigh Regulatory Field Office, [e-mail]

SITE PHOTOGRAPHS
Photograph 1- Viewshed facing southwest from the southwest corner of
the building.
Photograph 2 - Viewshed facing southeast from the southwest corner of
the building.

SITE PHOTOGRAPHS
Photograph 3 — Viewshed facing southwest from the southeast corner of
the building.
Photograph 4 - Viewshed facing southeast from the southeast corner of
the building.

SITE PHOTOGRAPHS
Photograph 5 — Viewshed facing northeast from the east -central side of
the building.
Photograph 6 — Viewshed facing southeast from the east -central side of
the building.

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SITE PHOTOGRAPHS
Photograph 9 — Viewshed facing northwest from hillslope on the property.
Photograph 10 — Viewshed facing northwest from hillslope on the
property.

SITE PHOTOGRAPHS
Photograph 11— Viewshed facing northwest from the intersection of High
Point Road and Alamance Road.
Photograph 12 — Viewshed facing west from Alamance Road.

SITE PHOTOGRAPHS
Photograph 13 — Viewshed facing west from Alamance Road.