NCC213951_Site Plan or Location Map_20210707

Book205 - Page 37 Page 1 of 1
DESIGN ELEMENTS: Z06-09
1. THIS DEVELOPMENT IS LOCATED AT THE CORNER OF MARTIN LUTHER KING JR. PARKWAY AND FAYETTEVILLE STREET IN THE NORTHWEST QUADRANT OF THIS MAJOR INTERSECTION. THIS PROMINENT
INTERSECTION IS DESERVING OF A LEVEL OF DEVELOPMENT THAT WILL ENHANCE AND EMBRACE THIS AREA OF SOUTHERN DURHAM. THE DESIGN GUIDELINES THAT FOLLOW WILL ADDRESS BUILDING
L ORIENTATION, BUILDING ARCHITECTURE, BUILDING MATERIALS, LANDSCAPING AND LIGHTING.
R
2. THE ORIENTATION OF THE BUILDING ON THE PROPOSED SITE AND THE LANDSCAPE BUFFERS ARE DESIGNED TO SCREEN PORTIONS OF THE BUILDING AND SITE (SUCH AS PARKING AND LOADING AREAS) FROM
R11D THE VIEW OF PASSING MOTORIST AND PEDESTRIANS, REGARDING SPECIFIC COMPONENTS OF THIS PROPOSED DEVELOPMENT, THE FOLLOWING DESCRIPTION APPLY:
3. THE SOUTH DURHAM LOWES BUILDING:
THE UNLOADING AREAS, THE GARDEN CENTER AND THE REFUSE COLLECTION AREA WILL HAVE MASONRY WALLS AND BLACK TUBULAR STEEL FENCING (RATHER THAN TYPICAL CHAIN LINK FENCING) TO PROVIDE
ARCHITECTURAL ENHANCEMENTS TO SCREEN LOADING AND UNLOADING OPERATIONS, AND THE TRASH COMPACTOR SERVING THE LOWES BUILDING. THE LOWES BUILDING WILL FACE INWARD TO THE SITE AND
SITE WILL FEATURE ENHANCED ARCHITECTURAL ON THE REAR FACADE ALONG MARTIN LUTHER KING JR. PARKWAY, SUCH AS A FAUX STOREFRONT AND PILASTERS AS DEPICTED ON THE ATTACHED DEVELOPMENT
PLAN AND ELEVATIONS WHICH WILL SOFTEN THE APPEARANCE OF THE LOWES BUILDING. IN ADDITION, PILASTERS AND OTHER ARCHITECTURAL ELEMENTS WILL BE EMPLOYED TO SOFTEN THE FACADE BUILDING
FROM FAYETTEVILLE:STREET. THE LOWES BUILDING WILL BE PREDOMINANTLY TRADITIONALLY -HUED BROWN/RED BRICK, EIFS, AND COMPLIMENTARY COLORED METAL ROOFING. PICTORIAL RENDERING
.......... SHOWING THE FACADES OF THE LOWES BUILDING ARE ATTACHED TO THESE DESIGN GUIDELINES. LOWES INTENDS FOR THESE RENDERING TO BE CONSIDERED AN INTEGRAL PART OF THESE DESIGN
GUIDELINES
SEE SHEETS: REGISTER OF DEEDS
RZ -1 EXTERNAL ELEVATIONS Sharon A. Davis
RZ-3 EXTERNAL LANDSCAPING (BUILDING)
4. OUTPARCELS AND PARKING IN COMMERCIAL AREA: Durham County, NC
ANY IMPROVEMENTS ON THE OUTPARCELS ALONG FAYETTEVILLE STREET WILL HAVE FACADES CONTAINING ARCHITECTURAL ELEMENTS AND BUILDING MATERIALS IN HARMONY WITH THE LOWES BUILDING. THE aP FACADES OF THE BUILDING THAT FACE FAYETTEVILLE STREET ALSO WILL HAVE MASONRY ELEMENTS AND ARCHITECTURAL FEATURES. THE COMMON BUILDING MATERIALS FOR THE OUTPARCELS WILL BE 2021 Jun I 09:29:13AM
PREDOMINANTLY TRADITIONALLY -HUED BROWNl BRICK, EIFS, METAL ROOFING AND ASPHALT ROOFING OF COMPLIMENTARY COLORS.
5. RESIDENTIAL: BK:205 PG:37-37
THE TOWNHOUSE COMPONENT OF THIS DEVELOPMENT WILL INCORPORATE TRADITIONALLY -HUED BROWN/RED BRICK, COMPLIMENTARY COLORED METAL AND ASPHALT ROOFING AND HARD] PLANK SIDING, IN PLAT
FP ADDITION, ARCHITECTURAL LIGHTING FIXTURES AND LANDSCAPING WILL BE CONSISTENT THROUGHOUT THE RESIDENTIALAND COMMERCIAL AREAS TO UNIFY THIS ENTIRE DEVELOPMENT
6. IVY COMMONS COMMUNITY BUILDING: FEE: $21.00
THE EXTERIOR OF THE IVY COMMONS COMMUNITY BUILDING SHALL BE VERY SIMILAR TO THE EXISTING IVY COMMONS, IN DEFERENCE TO THE WISHES OF THE ALPHA KAPPA ALPHA SORORITY. LANDSCAPING AND INSTRUMENT # 2021028435
SIGNAGE WILL BE CONSISTENT WITH THE OTHER COMPONENTS OF THIS SITE. THE ATTACHED PICTURES ILLUSTRATE THE APPEARANCE OF IVY COMMONS COMMUNITY BUILDING CURRENTLY LOCATED NEAR THE
INTERSECTION OF MARTIN LUTHER KING JR. PARKWAY AND FAYETTEVILLE STREET.
7. UNIFYING ELEMENTS:
54 THE ARCHITECTURE OF THE COMMERCIAL OFFICE AND RESIDENTIAL BUILDING (EXCEPT FOR THE IVY COMMONS COMMUNITY BUILDING) WILL UTILIZE SIMILAR DESIGN ELEMENTS SUCH AS AFOREMENTIONED TREDFEARN
COMMON BUILDING MATERIALS AND CONSISTENT ARCHITECTURAL FEATURES TO UNIFY THE DEVELOPMENT AND MINIMIZE THE APPARENT SIZE OF LARGE STRUCTURES. LANDSCAPING SHALL BE CONSISTENT
THROUGHOUT THE SITE. THE LANDSCAPING MATERIALS ON THE PERIMETER OF THE SITE WILL BE SIMILAR TO THOSE EMPLOYED IN MARTIN LUTHER KING JR. PARKWAY MEDIANS. TO PROVIDE DIVISION AND
Location Map BUFFERING BETWEEN COMMERCIAL AND RESIDENTIAL USES SIGNIFICANT INTERNAL LANDSCAPING WILL ALSO BE DONE ALONG STRATFORD LAKES ROAD, THE INTERNAL ROAD WHICH SEPARATES THE DIFFERING
(Not to Scale) USES AND WHICH LOWES WILL BUILD AND DEDICATE, OTHER LANDSCAPING MATERIALS MAY INCLUDE VARIETIES OF MAPLE, OAK, LONDON PLANETREES AND ELM TREES, AS WELL AS NATIVE HOLLIES, CEDAR,
------ WAX MYRTLE AND REDBUDS
COMMITTED ELEMENTS: Z06-09 ... ..... . .
1. THE TOTAL AMOUNT OF ENCLOSED SQUARE FOOTAGE OF IMPROVEMENTS ON THE OUTPARCELS IN THE COMMERCIAL AREA WILL NOT EXCEED
67600 SQ. FEET. THE SPECIFIC NUMBER OF OUTPARCELS AND THE SQUARE FOOTAGE OF CONSTRUCTED IMPROVEMENTS ON 1XZ
EACH OUTPARCEL WILL
BE DETERMINED AT THE SITE PLAN SUBMITTAL. NO FAST FOOD RESTAURANT WITH DRIVE -THRU WINDOWS WILL BE ALLOWED ON THE cl) (E) _;=n
OUTPARCELS, S K-'5 4 3
2. LANDSCAPING ALONG MARTIN LUTHER KING JR. PARKWAY SHALL INCORPORATE THE TYPE OF PLANTING USED IN THE MEDIAN OF MARTIN LUTHER 4 04Z.S�a_-
S88'59'�z "L S8856 z�5"E
KING JR. PARKWAY S88'Z1_
3. THE APPLICATION WILL INSTALL PLANTED EVERGREEN SCREEN ALONG NORTHERN BOUNDARY OF THE SITE FROM PIN 0729-02-79-3210 '/ /) 7L.88 224.SO 75.0-
I - _ / -
THROUGH PIN 0729-02-79-92BO, Q1l1T1'7
WOODS S 89,09 06
4. ANCHOR STORE AREA:
5144
a, USED APPLIANCE AND PALLET ST
ORAGE -SITE V_
VIEW, THE DEVELOPER SHALL PRO
SCREENING: TO SCREEN THE USED APPLIANCE. PALLET AND TRAILER ARE FROM OFF Z
1, COMB ­"t'] n-�_ // / E A ]NATION OF PRIVACY FENCING AND LANDSCAPING, WHICH SHALL HAVE ON OPACITY OF AT N/P
LEAST 90%. THE FENCING SHALL BE EIGHT (S') FEET IN HEIGHT. THE EXTENT OF THE FENCE CONSTRUCTION SHALL BE DETERMINED AT SITE `­­N 111TICI 1/� KIVN ARFAX
HILP DEVELOPERS LILD D5 1_6, 1�
PLAN APPROVAL. 00 ow PC 151 � �ol, ­11
F6 = PC 220 -­72Y-5R­1-Bl1l
_78-23-1504 _V ZC NING: RS-2D (R-d-tV)
b. ADDITIONAL PLANTING: ALONG MLK JR. PARKWAY, THE DEVELOPER SHALL EXCEED THE NUMBER OF REQUIRED PLANTING BY TEN PERCENT
(10%) M 0729
Cl­V,_LDPMENT Sl,5URBA%
5. TOWNHOUSES AREA
a. HEIGHT RESTRICTION: THE MAXIMUM HEIGHT OF A TOWNHOME IN THE LOTS CONTIGUOUS TO THE SINGLE-FAMILY HOME LOTS FRONTING ON
LARCHWOOD DRIVE SHALL BE TWO STORIES.
Ih 160.88
8 E 6'4- E
b. PROPOSED SITE HOME OWNER ASSOCIATION (HOA) CONTRIBUTION: THE DEVELOPER SHALL DONATE 5,000.00 TO THE PROPOSED
DEVELOPMENTS TOWNHOME HOA BEFORE THE ISSUANCE OF THE 175TH TOWNHOME CERTIFICATE OF COMPLIANCE, WITH SUCH FUNDS TO
BE USED FOR THE SPECIFIC PURPOSE OF ACQUIRING APPROPRIATE RECREATIONAL EQUIPMENT FOR THE RESIDENTS TO USE IN THE OPEN 13 D, Y, I, I V A T-
, I
SPACE AREA, NOT IN THE PROPOSED HOA CLUBHOUSE /PCOL AREA. NITA
Itp DEMAI ILL0 11
c. MAXIMUM NUMBER OF UNITS: THE MAXIMUM NUMBER OF TOWNHOUSE UNITS SHALL BE 222. Do am PC lei
2n Ill 225
d. WALKING TRAIL: THE DEVELOPER SHALL PROVIDER A NATURAL SURFACE WALKING TRAIL WITHIN THE OPEN SPACE PRIOR TO THE ISSUANCE Ile FA 0790-71-Zo-1504
OF 175TH CERTIFICATE OF COMPLIANCE. _NTION
6. MISCELLIANEOUS STOP 4%`A T E R
�t�E ETF
a. BUS SHELTER: THE DEVELOPER WILL PAY A FEE EQUIVALENT TO STANDARD COST OF CITY OF DURHAM BUS SHELTER SATIN - NORTH / >'.STON f
(UP To $5,000,00) TO BE PLACED IN THE FAYETTEVILLE STREET RIGHT OF WAY AS RECOMMENDED BY THE DURHAM AREA TRANSIT AUTHORITY (SCV) PHASE 2113
(DATA) PRIOR TO THE ISSUANCE OF 175TH CERTIFICATE OF COMPLIANCE, UNLESS DATA STATES THAT A BUS SHELTER IS NOT NEEDED. DATA
WAY
MUST DESIGNATE IN WRITING WHERE WITHIN THE RIGHT -OF -WAY THE BUS SHELTER WILL BE LOCATED. THIS COMMITTED ELEMENT IS SCM , =5_ AN
CONTINGENT UPON PRIOR APPROVAL BY THE CITY OF DURHAM FOR AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, ��IA jTENA
r,j TE N A LANDS N/
TH-- IVY COVVUNITY CENTER INC
b. BIKE LANE SIGN THE DEVELOPER SHALL CONTRIBUTE $150.00 TO THE CITY OF DURHAM FOR THE CITY TO PLACE A CAUTION SIGN NEAR THE DE3 6175 PG 205
INTERSECTION OFSTRATFORD LAKES LANE AND MIL KING PARKWAY PRIOR TO THE ISSUANCE OF LOWES STORE CERTIFICATE OF PHASE 2F `8 183 PG 260
COMPLIANCE. THE CAUTION SIGN WILL BE BEGIN RIGHT TURN LANE YIELD TO BIKES SIGN (SIGN R44) THIS COMMITTED ELEMENT IS LOT 3
CONTINGENT UPON PRIOR APPROVAL BY THE CITY OF DURHAM STAFF AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
�IN 0729-78-97-1552
c. PEDESTRIAN CAUTION SIGNS: THE DEVELOPER WILL PAY FOR UP TO FOUR (4) PEDESTRIAN CAUTION SIGNS TO BE ERECTED BY CITY OF se �C)NING: 01(D) Offi­ ­ I­iiL1br,.I
C'VELCPMENT TIER: SJ5URBAN
DURHAM NEAR THE ML KING /FAYETTEVILLE ROAD INTERSECTION, CONTINGENT ON APPROVAL FROM THE TRANSPORTATION DEPARTMENT, .2, m lot
THE DEVELOPER SHALL PAY MORE THAN $150.00 FOR EACH SIGN ERECTED. THIS COMMITTED ELEMENT IS CONTINGENT UPON PRIOR PIN LAND _S�: INDUSTR,]AL -SUBURBAN
APPROVAL BY THE CITY OF DURHAM STAFF AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. A4411 A'!
d. RIGHT -Of- EN "t444
-WAY DEDICATION: THE DEVELOPER AGREES AGREES TO DEDICATE TO THE CITY OF DURHAM, OR TO NCDOT IF DIRECTED TO THE o-T
LAIM Ne
CITY, ALL THE PROPERTY BETWEEN FAYETTEVILLE ROAD AND AMERICAN TOBACCO TRAIL THAT IT HAS UNDER CONTRACT AS OF FEBRUARY Z n") N/A Oil
19,2007, WHICH CONSISTS OF PROPERTY CONTAINED WITHIN THE FOLLOWING PINS: 0729-01-99-5754; 0729-02-87-1157; 0729-02-76-4205, AND LT _,ll All,
0729s.. \ \ / \.Ji NANs,e aSENrN T /„ e /
-02-75-2868. SUCH DEDICATION SHALL OCCUR PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF COMPLIANCE ON THE SITE.
"' ­ l �­ -/' l l , / / 1 1041110010 IINDI W RALINI I
7. TRAFFIC IMPROVEMENTS: 124 LAW US&tSOMAL VJrJF" Po = PC 2211
M 07"-74-Wo=
SR 1118 (FAYETTEVILLE STREET) AT MARTIN LUTHER KING JR. PARKWAY EASTBOUND MLK JR. PARKWAY:
o EXTEND THE EASTBOUND LEFT -TURN LANE TO PROVIDE ADEQUATE STORAGE AND APPROPRIATE TRANSITIONAL TAPER
WEST BOUND MLK JR. PARKWAY:
- EXTENT THE WESTBOUND LEFT -TURN LANE TO PROVIDE ADEQUATE STORAGE AND APPROPRIATE TRANSITIONAL TAPER HLP WAILOPOM Lu;
SOUTHBOUND SR 1118 FAYETTEVILLE STREET): mow Il lot
19 9N PC 225
7- - • CONSTRUCT ON ADDITIONAL SOUTHBOUND THROUGH LANE WITH AN ADDITIONAL RECEIVING LANE SOUTH OF MARTH LUTHER KING JR. PIN 072o-78l 004"?
:X..
PARKWAY. THE THROUGH LANE AND APPROPRIATE TAPER SHALL COMMENCE APPROXIMATELY 830 FEET NORTH OF MARTIN LUTHER KING
JR. PARKWAY AND TER MINATE AS A SOUTHSOUND LEFT -TURN AT BARBEE ROAD. : ! / EMIMMM HOMO W 1W I--
... ..... Nam Pit 130
.. .......... . 19 1011 PC=
............ ....... I ......... . .EXTEND THE SOUTHBOUND LEFT- TURN LANE AT MARTIN LUTHER KING JR. BOULEVARD TO PROVIDE ADEQUATE STORAGE AND ............ ............... M 0121-70l -AID
••••UND 00 fenDnVL SAKI�
APPROPRIATE TRANSITIONAL TAPER. ......... .......•
• CONSTRUCT ON EXCLUSIVE SOUTHBOUND RIGHT TURN LANE WITH ADEQUATE STORAGE AND DECELERATION TAPER. .................. J
_v NORTH BOUND SR 1118 (FAYETTEVILLE STREET):
.............. ......................... .................
TRANSITIONAL TAPER.
• CONSTRUCT ON EXCLUSIVE NORTHBOUND LEFT -TURN LANE TO PROVIDE DUAL WITH ADEQUATE STORAGE AND APPROPRIATE
....... ....
..... .... ........... C_�
• CONSTRUCT ON EXCLUSIVE NORTHBOUND RIGHT TURN LANE WITH ADEQUATE STORAGE AND DECELERATION TAPER ......
.... ..... ..
SRI 118 (FAYETTEVILLE STREET) AT TURMERIC LANE: -\ , ­�,
♦ .................... ...............
.......................
• CONSTRUCT SOUTHBOUND RIGHT -TURN TAPER WITHIN EXISTING RIGHT -OF -WAY (PROVIDED THAT NEITHER RETAINING WALLS NOR SLOPE ........
EASEMENTS ARE REQUIRED TO KEEP CONSTRUCTION WITHIN EXISTING RIGHT- OF -WAY SR 1118 (FAYETTEVILLE STREET) ATSR 1106 6
(BARBEE ROAD) WEST BOUND SR 1106 (BARBEE ROAD)
• PROVIDE AN OVERLAP PHASING FOR THE RIGHT TURN MOVEMENT.
....
............. ..
SOUTHBOUND SR 1118 (FAYETTEVILLE STREET):
-EXTEND THE SOUTHBOUND LEFT -TURN LANE BY DROPPING THE INNER -MOST SOUTHBOUND THROUGH LANE ON FAYETTEVILLE ROAD INTO
C
SOUTHBOUND LEFT TURN LANE ON FAYETTEVILLE ROAD AT BARBEE ROAD (AS NOTED ABOVE)
• PROVIDE OVERHEAD LANE DIRECTIONAL SIGNS SOUTH OF TURMERIC LANE TO INFORM TRAFFIC OF THE COMMENCEMENT OF THE LEFT \ OF
-TURN LANE AND THE TERMINATION OF THE INSIDE THROUGH LANE AT BARBEE ROAD, THE OVERHEAD LANE DIRECTIONAL SIGNS SHALL BE
LOCATED APPROPRIATELY TO MAXIMIZE THE NOTION OF THE LANE CHANGE.
MARTIN LUTHER KING JR, PARKWAY AT STRATFORD LAKES LANE 000
• CONSTRUCT ON EXCLUSIVE WESTBOUND RIGHT -TURN LANE WITH ADEQUATE STORAGE AND APPROPRIATE DECELERATION TAPER _(Mr
• CONSTRUCT A SOUTH BOUND LEFT- TURN LANE ON STRATFORD LAKES LANE 1 �!i'---�`� /
• INSTALL A TRAFFIC SIGNAL AT THIS INTERSECTION,
SR 1118 (FAYETTEVILLE STREET) AT STRATFORD LAKES LANE
• CONSTRUCT ON EXCLUSIVE NORTHBOUND LEFT -TURN LANE WITH ADEQUATE STORAGE AND APPROPRIATE DECELERATION TAPER. S9
• CONSTRUCT STRATFORD LAKES LANE AS A THREE -LANE SECTION WITH EXCLUSIVE EASTBOUND AND RIGHT TURN LANES
• INSTALL A TRAFFIC SIGNAL AT THIS L
SR 1118 (FAYETTEVILLE STRET) AT NTH PROINTERSECTION ORJECT DRIVEWAY RIGHT IN/RIGHT OUT I \NI A0E
T
• CONSTRUCT THE RIGHT IN/ RIGHT OUT (RIRO) DRIVEWAY TO PROVIDE 100 FEET (MINIMUM) OF STEM LENGTH (MEASURED FROM THE
NEAREST THROUGH LANE ON FAYETTEVILLE ROAD) BEFORE PARKING AND TURNING MOVEMENTS ARE ALLOWED s' /
• CONSTRUCT A CONCRETE MEDIAN ALONG SR1118 (FAYETTEVILLE ST) OF ADEQUATE LENGTH TO MAINTAIN THE RIRO SITE ACCESS
SR 1118 (FAYETTEVILLE STREET) AT SOUTH PROJECT DRIVEWAY (RIRO):
-CONSTRUCT ON EXCLUSIVE SOUTHBOUND RIGHT -TURN LANE ALONG SR 1118 (FAYETTEVILLE STREET) WITH ADEQUATE STORAGE NO
APPROPRIATE DECELERATION TAPER
-CONSTRUCT A CONCRETE MEDIAN ALONG SRI 118 (FAYETTEVILLE STREET) OF ADEQUATE LENGTH TO MAINTAIN THE RIRC SITE ZCCESS
IF ---surveyor's Certificate
State of North Carolina
1, Stephen D. Puckett, certify that this plat was drawn under my supervision from
an actual survey made under my supervision, deed description recorded in Book
(see references), that the boundaries not surveyed are clearly indicated as drawn
from information found in the Durham County registry, that the ratio of precision
positional accuracy is as calculated is 1:20,001 and that this plat meets the
requirements of The Standards of Practice for Land Surveying in North Carolina
(21 NCAC 56. 1600) and was prepared in accordance with G.S. 47-30 as amended.
Witness my original signature, License number, and seal this date:
Signed: May 11, A.D. 2021
Stephen fd P 683
1, Stephen D. Puckett, certify to one of the following:
VA. That this Survey creates a subdivision of land within the area of a county or
municipality that has an ordinance that regulates parcels of land.
B. That this Survey is located in a portion of a County or Municipality that is
unregulated as to an ordinance that regulates parcels of land.
C. One of the following:
1. That this is fa
existing parcel or parcels of land and does not create
a new street or change an existing street.
2. That this Survey is of an existing building or other structure, or natural CAq
feature, such as a watercourse.
3. That this Survey is a Control Survey.
D. That this plat is of a Survey of another category, such as a recombination of
existing parcels, a court -ordered survey or other exception to the definition SEAL
of subdivision.
E. That the information available to this Surveyor is such that I am unable to % L-2683
make a determination to the best of my professional ability as to the•
provisions in A-D above. SUII -Z-
Signed: May 11, A.D. 2021
D.
StephetirD. Puckett L-2683
\Site Data
Table
1.
DEVELOPMENT TIER
SUBURBAN
2.
PINS:
0729-78-23-1504
3.
PIDS:
208943
4.
ZONING:
RS-M(D)
5.
WATERSHED:
JORDAN LAKE
6.
WATERSHED PROTECTION OVERLAY
DISTIRCT. N/A
7.
RIVER BASIN:
CAPE FEAR
8.
CURRENT USE:
VACANT/cOMMERCIA
9.
PROPOSED USES:
RESIDENTIAL
10.
TOTAL PARCEL AREA:
27.12 AC
11. EXISTING IMPERVIOUS: 26,165 SF/ 0.60 ACRES
12. PROPOSED IMPERVIOUS: 294,298 SF / 6.76 ACRES
13. PARKING DATA:
PARKING REQUIRED- 280 SPACES (2/UNIT)
PARKING PROVIDED- 280 SPACES (I GARAGE -I DRIVE/UNIT)
14. TREE COVERAGE CALCULATIONS:
TREE PRESERVATION REQUIRED- 236,238 SF / 5.42 ACRES (20.0%)
TREE PRESERVATION PROVIDED- 236,331 SF / 5.43 ACRES (20.0%)
15. DENSITY CALCULATIONS:
TOTAL SITE AREA- 27.12 AC / 1,181,188 SF
STREAM BUFFER AREA- 3.50 AC
AREA FOR DENSITY CALCULATIONS-27.12 AC - 3.50 AC = 23.62 AC
RERQUIRED DENSITY- 7.83 UNITS/AC
REQUIRED UNITS- 185 UNITS
PROVIDED NUMBER OF UNITS- 140 PROPOSED
OPEN SPACE CALCULATIONS-
O/S REQUIRED- 4.88 AC 212,614 SF
O/S PROVIDED- 7.05 AC 307,616 SF
RECREATIONAL O/S/ REQUIRED- 1.63 AC 70,871 SF
RECREATIONAL O/S PROVIDED- 1.63 AC 70,968 SF
16. The subject property does not lie within a Special Flood Hazard
Area as described on the Flood insurance Rate Map for the City
of Durham community In which the subject property is located.
The subject property lies within Zone "X" Minimal Risk of the
Flood Insurance Rate Map number 3720072900K Panel 0729
bearing an effective date of October 19, 2018.
17. No tree preservation areas exist within Phase 1 of project.
18. AREA SUMMARY:
Total Site Area 27.12 AC
Less Phase 2A 0.52 AC
Less Phase 2B 0.74 AC
Less Phase 2D 0.46 AC
Less Phase 2C 0.57 AC
Less Phase 2E 0.45 AC
Less Phase 2F 0.50 AC
Less Phase 2G 0.48 AC
Residual 23.4 AC
GRAPHIC SCALE ( IN FEET
150' 2 75' 150' 300, 6C
1 inch = 150' ft.
References S.D. PUCKETT I ASSOCIATES P.C.
DB 8557 PG 181 K
PB 202 PG 995 PROFESSIONAL LAND SURVEYORS"
PIN 0729-78-23-1504 5314 Hwy. 55, Suite 104
PID 208943 Durham, N.C. 27713
Site Plan: # D1800124 Phone [phone] - Fax [phone]
Stephen D. Puckett - NCPLS L-2683
Amended [e-mail]
Site Plan: #D1800371 License No. C-0506
Scale: 1" = 150' Drawn by: JLB/WAR Surveyed by: RTP
Township: Triangle County: Durham State: North Carolina
RESTRICTIVE COVENANTS
The "Common Elements" and/or "Open Spaces" expressly are dedicated
hereby for the use and enjoyment of the homeowners in Highland Park
Subdivision and are to be conveyed sby HLP Developers, LLC to Highland
Durham Homeowner's Association, Inc., as more fully provided in the
declaration of covenants, conditions, and restrictions applicable to
Highland Park Subdivision dated December 29, A.D. 2019 and recorded in
Book 8829 Page 932 , in the Durham County registry, as amended for
this and future sections and maps, said declaration being hereby incor-
porated and made a part of this plat.
TOWNHOME NOTE
The driving and parking areas shown on this Final Plat noted as
Private Access and Common Areas do not meet City of Durham
street standards. The features and infra -structure within these
areas are private and will never be eligible for public maintenance.
Highland Park Homeowner's Association and its members will own
and be responsible for the maintenance and repair of the Private
Access and Common Areas and all of the private infrastructure
within them (water, sewer, storm, pavement, sidewalks, curb, etc).
SANITARY SEWER EASEMENT NOTE
Centerline of 30 foot wide City of Durham Sanitary Sewer Easement.
Subject to terms stated in the Declaration in Real Estate Book 1510,
page 958. No structures, fill, embankments, trees or obstructions
permitted within the easement except according to those terms.
PUBLIC ACCESS EASEMENT FOR SIDEWALK NOTE;
Certification of Express Dedication for Public Use.
Sidewalksare expressly dedicated to use by the general public. Upon
construction of the Sidewalks in conformance with all applicable
requirements, City Council may accept the Sidewalks for maintenance
by the City of Durham. Acceptance of the Sidewalks by City Council
conveys the right in, over, under, and through the Sidewalks,
necessary for the City and its agents and contractors, to maintain
and repair the sidewalks in the Citis sole discretion. The right of
ingress/egress to the Sidewalks from the public right of way is also
granted to the City so the City can maintain and repair the sidewalks
after acceptance. The City in its sole discretion has the right to
determine the points of ingress and egress from the public right of
way necessary to perform maintenance or repair after acceptance.
OWNER'S CERTIFICATE
OWNER: HLP Developers, LLC
Bruce Knott
5310 N.C. Highway 55, Suite 101
Durham, North Carolina 27713
T- 919.544.0141
The undersigned owner of the property lyin?, within the attached plat
and subdivision herpby certifies that he ordered the work of the
surveying and platting to be done, and that all public streets, alleys,
easements, and a r open spaces so designated upon said plat are
hereb,Hedicate fo such use and that all public and private easements
snown,wpon a t e hereby granted for the users stipulated.
Owner 0
North Carolina
Durham County
0 LJ
0
-----------
I,
a Notary Public for the said County certify that 0 M Lp
B_tWAZ IL 7L x
&
IIs Anlcr!et
personally ypeared before me this day and acknowledged tl� to
execution o the foregoing certificate, Witness my hand an
official seal this the 13AN day of IV16IJILL r: E
W
Notary Public
My Commision expires:
State of North Carolina
County of Durham I v4FAVOK
11 - - - - - - - Review Officer
of Durham County, certify that the map or plat to which this
certification is affixed meets all statuatory requirements for
recording.
I&IM I 4.10-d!1I
Date Review Officer
Case Number: S2100004
FINAL PLAT
THIS PLAT H/Ur BEEN CERTIFIED FOR RECORD A­TJONSy
THE DURHAM C1T)1-COJN.-rY PLANNING DEPARTMENT
ON:
Planning 011ackov or Del
Null and w7ld IlVo iso days, or by
FINAL PLAT
Highland Park Subidivision
PHASE 2F and 2G
4302 Fayetteville Road
Durham, North Carolina 27713
Date: November 20,2020 1 Sheet 1 of 2
File: JLB/170308b1/dwg/4302 Fayetteville Rd -Highland Ph 2F-2G

Book205 - Page 38 Page 1 of 1
-- NOTE:
YARD DRAINAGE AND REAR ROOF LEADERS WILL DRAIN TO PRIVATE
L LANDSCAPE YARD DRAINAGE SYSTEM AND OUTLET INTO BMP VIA
STORM DRAIN LINE IN COMMON ACCESS EASEMENT. STORM DRAIN
LINE TO BE LOCATED IN BLANKET STORM DRAINAGE EASEMENT AND
TO BE SHOWN ON FINAL PLAT.
4P
Location Map
Not to Scale
` o
R) P�� c0
/v\0
STORMWATER CONTROL ACCESS AND MAINTENANCE EASEMENT:
THE STORMWATER CONTROL MEASURE (SCM) ACCESS AND MAITENNACE
EASEMENT GRANTS THE CITY OF DURHAM AND THEIR ASSIGNS RIGHT OF
ACCESS TO THE PERMANENT STORMWATWER CONTROL MEASURE(S) FOR
INSPECTIONS AND ENFORMECENT OF OPERATION & MAINTENENACE. NO
OBSTRUCTION SHALLBE ALLOWED IN THE EASEMENT WHICH COULD IMPEDE
NECESSARY MAINTENANCE BY THE OWNER OR ENFORCEMENT BY THE CITY.
STORMWATER FACILITY RESPONSIBILITY:
THE HIGHLAND'DURHAM HOMEOWNER ASSOCIATION SHALL BE RESPONSIBLE
FOR MAINTAINING THE COMPLETED PERMANENT STORMWATER 'FACILITY(IES)
IN ACCORDANCE WITH THE OPERATION AND MAINTENANCE MANUAL(S)
OR AS DIRECTED BY THE GOVERNEMENT OFFICE HAVING JURISDICTION FOR
STORMWATER PERFORMANCE STANDARDS AND, IF THE OWNER'S
ASSOCIA11ON SHOULD BE DISSOLVED OR CEASE TO EXIST, THEN IN THAT
EVENT THE OWNERS OF RECORD AT THE TIME OF REQUIRED MAINTENANCE
SHALL BE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS
ATTENDANT THERETO.
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
TANGENT
DELTA
C1
13.59
25.00
N55°56'02"W
13.42
6.97
31'08'29"
C2
14.53
112.50
S44'03'48"E
14.52
7,27
7'23'59"
C3
23.15
112.50
S53.39'32"E
23.11
11.62
11`47'29"
C4
20.17
112.50
S64`41'26"E
20.14
10.11
10°16'19"
C5
3.29
112.50
S70'39'48"E
3.29
1.64
1`40'25"
C6
31.26
20.00
N26°43'45"W
28.17
19.84
89°32'30"
�\ �'� ♦, HLP DEVELOPERS LLC
\ DB 8557 'PG 181
PB 204 PG 62
3� C� wee PIN 0729-78-23-1504
DEVELOPMENT TIER: SUBURBAN
00 / 3S� \ +e® ZONING: RS-M(D) [Residential High Density]
103 +a+ WATERSHED PROTECTION OVERLAY DISTRICT. N/A
O 1 3 �'+++ LAND USE: RESIDENTIAL SUBURBAN
^Ij co 9
1 °31
S, S/pE\t
`e+®e+++++
!o/�OpOS�O
90 hh
O•
j HL DEVELOPERS LLC I �a � 01)
�O
/ F
��, °21 �SEME �`.
®®we++ 31(y/De p/ �TO
/ D 8557 PG 181 ! eM /� /� ,� U Ate, y
B 204 PG 62 0 N ^ O' 6 0 O i�
'
pOj
\ JO
2S
+®+ R/�qT
®'+1% ° E qCC �"l
`� e+.30'00„ eSS
IN 0729-78-23-1504 I p 3'
�O
vva
92 O 1023
h ��
e W °
/ DEVELOPMENT TIER. SUBURBAN I-
/ ZONING: RS-M(D) [Residential High Density] !
/ WATERSHED PROTECTION OVERLAY DISTRICT: N/AI!
I LAND USE: RESIDENTIAL SUBURBAN
1 !
I
OPEN SPACE !
12,157 sq. ft. 2582
j0.28 acres lid
CV
I
I r�
1 vJ
\ Q
\ Q
\
\
\
STREET ADDRESS TABLE
LOT #
STREET#
STREET
88
1037
HEARTSTONE WAY
89
1035'
HEARTSTONE' WAY
90
1033
HEARTSTONE WAY'
91
1031'
HEARTSTONE WAY
92
1027!'
HEARTSTONE' WAY
93
1025
HEARTSTONE WAY
94
1023
HEARTSTONE WAY_
95
1021'
HEARTSTONE- WAY
96
1017
HEARTSTONE' WAY
97
1015''
HEARTSTONE WAY;
98
1013
HEARTSTONE WAY
99
1011
1 HEARTSTONE` WAY
100
1007:
HEARTSTONE WAY"
101
1005
HEARTSTONE WAY
102
1003
HEARTSTONE WAY
103
1001
HEARTSTONE WAY
Map Notes:
1. The subject property does not lie within a Special 'Flood Hazard
Area as described on the Flood Insurance 'Rate Map for the City
of Durham community in which the subject property is located
The subject property lies within Zone "X" Minimal Risk of the flood
Insurance Rate Map number 3720072900L' Panel 0729 bearing an
effective date of October 19, 2018.
2. No Published Horizontal Control Monument found within 2,000 feet.
3. All buildings, surface and subsurface improvements are not
necessarily' depicted hereon.
4. New Monumentation is 3/4" diameter iron pipes unless
otherwise noted.
5. All distances are horizontal ground distances in U.S.
survey feet.
6. This survey prerformed without the benefit of title examino on
and is made subject to any document ;of record which ay
affect subject property.
7. Area by Coordinate Method
vp -ee
0)1 99 �0 \ \\700
S
i� 0) 140
10'o TOOT
a
30 4 eMo o 0 o a r orn 02 O 1
\\\ \\ HLP DEVELOPE S LLC +00 Z N O c O 0 Cr �Qi � �O� 1
DB 8557 PG 81 +co I
\ \\ \\\ PS 204 PG 62 `�71 • 0 e 3� 00 N O +O y� O y� co CO
\ \ \ PIN 0729-7-23-1504 0 00'' e ♦ e e (/� eMQ O O O -k ci !
\ \ DEVELOPME TIER: SUBURBAN ` Q 00 ,0
ZONING: R -M(D) 2\ a+e+ 0 N O O 3 t1 !
\ [ esidential High Densit 1. +ei 00 M O O
\ \ 23 WATERSH PROTECTION OVERLA
DISTRICT: /A " c Z\ �► +e 30.00
o Qi O /�� A
LAND SE: RESIDENTIAL SUBU BAN o o = �Uco Oi e+ee0 PNgs (/� MO
��\ �32 Q o me a� oc u~ \ee ®+ `30,00co
84 [v o y e
P `30 R v o N y .a°' o`� o ��(s ° ,i 7 •� e 00 !
^c 83 � �� V ¢h �°' °� " Jew �" Q ^AQ N C /� 11�, `*�D d' e �0. 0 /
�ro /Qr�c�i2 m^JO�O ow-C `O oy �.. e+ 0 !
2 26 Q a, n a= o c o o Q +ft
C9 ° _ n 2.� fy Z S'
�02 %Q r �'e / Q V VoKhma ° tl mQz3� co 1ti Q ea 3g Of'j
�� �'0 q ^�O✓�. ."i¢o� ai'O.. " J�;OJm QO 00.2 y� 2\ e++ / ! 4.2
inn° 2� �Q^WtigQ h4i /�QU roJ cf0�n 2.g ro a,� �•
� m ¢ " c es 86.03' „E
222 80 ¢ ro°„ G�' v, J 2/ 4 Q^ 'y u m o r. :a v Q S o Q
p� NQ`SOr� O VN/h ° ¢" � fi N J� O Q� Q " c ^ 2\ v
°�t2 �nO Z W t�2 4) Q 2 m a�
oo c� ¢ gQ� �o Qs o c,
�� �2�n0/�y0. h�a�'O� V¢mohi�.O° O m �J C9 O U ¢
3 \� 9 ZOm2�2% 0�47N¢ Q� OUN/h °' " o0 " J.0 ,Q7 ¢ Aa N
v ¢ O O 2 ¢ sS Q to b p� " J V /� Q
23S ✓/ j 21 ON3KZ `a"0�2� % L?� ¢Q �ro^� Q Q v z mOJmy Op7 d mT2� O
6 h�� O �� Zm��2�/ luhN �Q O� � ^tn 1 u04i �¢ r7.DZv N 0
233 "V %/ / \ /✓/�'V O Q O�v� 3Q Q W O � C9 l7 J� � Q-'\0 d Q°�u / Q 0-- Q) N JOJ v ° V
7� 21 v 2 Q l¢ Q Q co to t�, U M h .a o O^ J to
O^iu Ago 1\O�Q:O Q o g° " J y
3g 231 \\ p � Re \\1 ��� 2j2 N3Q� Q ��0�2 J�1 QO/ � ^Oh�Q/� �¢OZ R"N / g /
22 R0%�05.� �i 6 ZOQ [ °2A90 �h/�"Q`T'buy °Q��bh �S� y ^ %V ¢��� /
° \ 21 0 �Q2 roo°moo i�uy¢ Q ��-.oz cv`ra�
39w/�� V � �� S g0`y i sc �no�.FQ O. ¢0 �/�O�O' /
4 p 2S \ pRllry Te R p 206 %'O N ya`�J QJ tb 0 �2f i� -J y ¢ Q / y� V
4 223 \ \ \�� ACCe \�� 2 rQQ)2� 3 Q�hry�gQ� Q /
SS q C 04 �O N°zQ J 10 0 °2•� Jr" � CON
'Q\\��� ND °MO RT 20 romQaNeg / ti�m
4 " "ARC ��� o ,2 3s / z� l
Legend C/ q �� N /
3 CO -, 2, °0 N
o COMPUTED POINT 10 BACKFLOW PREVENTOR \ \
IRON PIPE FOUND SIGNAL VAULT Qco
S 44 2j3
p MONUMENT FOUND 54 SUBDIVISION LOT NUMBER 4s 21 PN/� ^o l
PROPERTY LINE CURB LINE 46 1 'iSF 30l
-0- POWER/UTILITY POLE 118 STREET ADDRESS NUMBER ��,`" CA �fi,Q > 207
-OHU- OVERHEAD UTILITY LINE(S) . \N ••• ROB
•• i References
Q•. -�%/ S.C7. PUCKETT &ASSOCIATES P.C.
Q STORM MANHOLE STORMWATER EASEMENT ;• pF 0 9
N y DB 202 G 25 PROFESSIONAL LAND SURVEYORS'
81
18•� DRAIN PIPE/INVERT
e�SEAL •� PB 202 PG 225
PIN 0729-78-23-1504 5314 Hwy. 55, Suite 104
CATCH BASIN ? ABANDONNED STORM EASEMENT �:• <9 L-26830� 1 PID 208943 Durham, N.C. 27713
[� SANITARY SEWER MANHOLE ; M ;• tipSUR`I�� • Gv : Site Plan: # D1800124 Phone [phone] - Fax [phone]
.....................
o FIRE HYDRANT 25x25 SIGHT TRIANGLE....... pG,��
Stephen D. Puckett - NCPLS L-2683
Wv W WATER VALVE �� �,,� D, ��.� Amended [e-mail]
�` Site Plan: #D1800371
IWMI WATER METER -a-- *--0- EXISTING SCM FENCE C License NO. C-0506
GRAPHIC SCALE ( IN FEET )
30' 15' so' 60' 120' Scale: 1" = 30' Drawn by: JLB/ WAR Surveyed by: RTP
1 inch = 30' ft. Township: Triangle County: Durham State: North Carolina
rV O O ,00 o O Sa co93 �� 1021 " \ ++ e e ®e a °�MON q
CV Q3 ,� 02 0 0) 20 1017
O O' ^ O �� O 5 O TB C
U1 N o �� 9 q k�,\\ 101S
0 O •Mo 0) 0 0 Q 60 o, 9 O
2
.00
.e+ ++p DO 30 yqs� o o o O� 98
,ft
+tee N GOO O p
Nq +130 CT)
e
O
+tee 20co l
1�
oC)
/^co
1(T CONTROL
Case Number: S2100004
REGISTER OF DEEDS
Sharon A. Davis
Durham County, NC
2021Jun 07 09:29:14AM
BK:205 PG:38-38
PLAT
FEE: $21.00
INSTRUMENT # 2021028436
TREDFEARN
I III I Ilill I
FINAL PLAT
Highland Park Subidivision
PHASE 2F and 2G
4302 Fayetteville Road
Durham, North Carolina 27713
Date: November 20, 2020 Sheet 2 of 2
File: JLB/170308b1/dwg/4302 Fayetteville Rd -Highland Ph 2F-2G