NCC233456_Site Plan or Location Map_20231128

Book202 - Page 225 Page 1 of 1
DESIGN ELEMENTS: Z06-09 GENERAL CONDITIONS OF APPROVAL:
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Po 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
'-->Es,
./ 9p 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
ORIENTATION,BUILDING ARCHITECTURE,BUILDING MATERIALS,LANDSCAPING AND LIGHTING. - 1. THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS,AS SHOWN ON FIRM PANEL 3720072900L DATED OCTOBER 19,2018.
2. A 50 FOOT WIDE UNDISTURBED STREAM BUFFER,MEASURED FROM TOP OF BANK,EACH --------- ------ ---
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)FROMM,NO CLEARING OR;GRADING OTHER THAN SELECTIVE THINNING AND.ORDINARY MAINTENANCE
$IDGLEAOAp -
THE VIEW OF PASSING MOTORIST AND PEDESTRIANS,REGARDING SPECIFICCOMPONENTS OF THIS PROPOSED DEVELOPMENT,THE FOLLOWING'DESCRIPTION OF EXISTING:VEGETATION PERMITTED,EXCEPT IN ACCORDANCE WITH 15A NCAC 0213.2336 VEGETATION- MANAGEMENT,APPLY: O NO STRUCTURES OR FEATURES REQUIRING GRADING OR CONSTRUCTION MAY
y. 3. THE SOUTH DURHAM LOWES BUILDING: -- - - BE BUILT WITHIN THE 10 FOOT STREAM BUFFER'SETBACK.ANY USE ALLOWED BY:SECTION 8.5.5 OF THE UDOSHALL'BE DESIGNED AND CONSTRUCTED TO MINIMIZE THE AMOUNT OF INTRUSION INTO
a y THE UNLOADING AREAS,THE GARDEN CENTER AND THE REFUSE COLLECTION AREA WILL HAVE MASONRY WALLS AND BLACK TUBULAR STEEL FENCING(RATHER THAN TYPICAL CHAIN LINK FENCING)TO PROVIDE THE STREAM BUFFER AND TO MINIMIZE CLEARING,GRADING,EROSION AND WATER QUALITY DEGRADATION.(LIDO SECTION 86).-
A 4.-
ARCHITECTURAL TO SCREEN LOADING AND UNLOADING OPERATIONS,AND THE TRASH COMPACTOR 3. STATE AND FEDERAL PERMIT ,STREAM,
AUTHORIZATION MAY BE REQUIRED FROM THE:NC:DEER,NC DWQ,AND THE U.S.ARMY OF ENGINEERS PRIOR TOT
OMPACTOR SERVING THE BUILDING.THE LOWES BUILDING WILL FACEINWARD TO THE SITE AND HE COMMENCEMENT OF ANY LAND DISTURBING
ACTIVITIES 'E IN OR NEAR M STREAM CREEK,' TO A OR DEMOLITION,
NAMFrf B v
WILL FEATUREENHANCEDARCHITECTURAL ON THE REAR FACADE '-__ , -.,...______OF__ATERANDITS ADJACENT WETLANDS LIDO ELM
SITE A ALONG MARTIN LUTHER KING JR..PARKWAY,-SUCH AS A FAUX STOREFRONT AND-PILASTERS A8 DEPICTED ON THE ATTACHED-D€V€LOF -- ---- .-.- ( SECTION --)
9
DEVELOPMENT
4. TREE
PROTECTION
F FENCING< PLAN AND ELEVATIONSWHICHWILLSOFTENTHEAPPEARANC-: EN PRIORDISTURBANCE,INGMU5T8E'iNPLACE+ :TOANY.DEMOLITION,LAND: OR-.ISSUANCEOFAGRADING PERMIT ANDSHACL
Qy COFTHELOWESBUILDING.-INADDITION,PILASTERSANDOTHERARCHITECTURAGELEMENTS-vyILLBEfMPLOYEDTOSOFTENTHEFACADEOFTHE - INCLUDE WARNINGSIGNSPOSTEDIN.BOTHENGLISH
_? LOWER.BUILDING WILL-BEPREDOMINANTLY T - - -- - - AND SPANI$H A$FOLLOWS. NQ tRESPA881NGlTR€€PROT€OTEION ARECA/PROHII31150FN7RAR- •�
RADITIONALLY MLlEDBROWNIREDBRICK,-EIFS,AND ROOFING.COME'LiMENfiARYCOLOREDME'rAL PICTORIAL:RENDERINGSHOWING THE FACADES OF THE LOWES
fZONAGRTEGTO�°`HARALOSAR®bt€S.
BUILDING ARE ATTACHED TOT S ESIG 5. ROOT AROTECTION.ZON OTECTLS ONE FOOT OF:RADIUS EC ON FEN N N AN DWARNI R OIGNS.TING TREES"OR SIX FOOT An US r qy HE E D N GUIDELIN S.LO UED BR NDS FOR-TH CK,EIF,AND CTO BE CONSIDEREDAN INTEGRAL-PART O HESE ESIGN-GUIDELINES ----- - -,-----------R. 1__,W ICHEYER IS GREATER.NO DISTURBANC€ALLOWED WITHIN THIS
2� SEE SWEETS: - - AREA:AREA MUST BE PROTECTED WITH BOTH TRE€PROTECTION FENCING AND WARNING SIGNS.
:y7Gs RZ-1 EXTERNAL ELEVATIONS 6. AT THE START OF GRADING INVOLVING THE LOWERING OFEXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL,A CLEAN.SHARP,VERTICAL CtUT.SHALL BE MADE AT THE€DG€OF THE TREE
9a RZ-3 EXTERNAL LANDSCAPING(BUILDING)
SAVE AREA PRIOR TO OR AT THE SAME TIME AS SILT FENCE AND OTHER EROSION CONTROL MEASURES ARE INSTALLED.THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE
90 4. OUTPARCELS AND PARKING IN COMMERCIAL AREA: CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE;NO STORAGE OF MATERIALS,FILL,OR EQUIPMENT
ti ANY IMPROVEMENTS ON THE OUTPARCELS ALONG FAYETTEVILLE STREET WILL HAVE FACADES CONTAINING ARCHITECTURAL ELEMENTS AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED (ANSIA. -- - - - -- -
Eh AND BUILDING MATERIALS IN HARMONY WITH THE LOWES BUILDING.THE 7. THE SITE WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES 117.1-2002 AND CHAPTER 11 OF THE NO UNLESS AND EXCEPT- -- WHERE- --. ---__)UNLESS EANDONLY
AREAS tTE€N€ E METHODS
APPROVED
�, FACADES OF THE BUILDING THAT FACE FAYETTEVILLE STREET ALSO WILL HAVE MASONRY ELEMENTS AND ARCHITECTURAL BE --
TURALFEATURE$.THE COMMON BUILDING MATERIALS FOR THE OUTPARCELS-WILL STATEMENT FROM A'61TE ENGINEER,SURVEYOR'
OS' PREDOMINANTLY TRADITIONALLY-HUED BROWN/REDBRICK,EIFS,METAL ROOFING AND ASPHALT ROOFING OF COMPLIMENTARY COLORS. - COMPLIANCE ARE POSSIBLE OR ARCHITECT VERIFIESTHAT SITE CONDITIONS EXIST WHERE THE TOPOGRAPHY OF THE SITE IS EXTREME AND ONLYALTERNATE METHODS OF
4oP° w 5. RESIDENTIAL: 8. LANDSCAPE MULCH:PINE STRAW SHALL NOT BE USED AS MULCH OR GROUNDCOVER WITHIN TEN FEET OF ANY STRUCTURES CONSISTING OF EXTERIOR COMBUSTIBLE CONSTRUCTION:AS SPECIFIED
c THE TOWNHOUSE COMPONENT OF THIS DEVELOPMENT WILL INCORPORATE TRADITIONALLY-HUED BROWN/RED BRICK,COMPLIMENTARY COLORED METAL AND ASPHALT ROOFING AND HARDI PLANK SIDING.IN BY DURHAM CITY CODE SECTION 46-87. - - -
AJa' ADDITION,ARCHITECTURAL LIGHTING FIXTURES AND LANDSCAPING WILL BE CONSISTENT THROUGHOUT THE RESIDENTIAL AND COMMERCIAL AREAS TO UNIFY THIS ENTIRE DEVELOPMENT 9. LANDSCAPING/C:O.STANDARDS NOTE:ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE.CONTACT DURHAM CITY COUNTY PLANNING DEPARTMENT SITE
6. IVY COMMONS COMMUNITY BUILDING: COMPLIANCE STAFF FOR INSPECTION.
rsP, 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 10. LANDSCAPE RE-INSPECTION FEE.EACH LANDSCAPING COMPI LANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A-RE-1Ns C Q RECEIVED AND ..._ INCUR_. -_---_PE_Ti_N FEE.PAYMENT MUST 8E RE4EIV€p®Y THE DURHAM CITY
.LSD a 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 COUNTY PLANNING DEPARTMENT PRIOR TO RE-INSPECTION.
INTERSECTION OF MARTIN LUTHER KING JR.PARKWAY AND FAYETTEVILLE STREET. 11. STREET TREE NOTE FOR ALL PRELIMINARY AND FINAL PLATS WHERE TREES WILL BE PLANTED:STREET TREES MEETINGTH€REQUIREMENTS OF UDO SECTION 2.8 SHALL BE PLANTED PRIOR TO THE
a 7, UNIFYING ELEMENTS: ISSUANCE OF A CERTIFICATE OF COMPLIANCE,UNLESS THE PLANTING HAS BEEN POSTPONED IN ACCORDANCE WITH THE REQUIREMENTS OF..LIDO SEC.:9,11.
'MER5rnT6 4q0 THE ARCHITECTURE OF THE COMMERCIAL OFFICE AND REBID FORAFOREMENTIONED 12. UNDISTURBED LANDSCAPE BUFF€RS'FOOT WIDE'UNDISTURBED LANDSCAPEBUFFER.
H/r;H� RESIDENTIAL BUILDING(EXCEPT THEIVY COMMONS COMMUNITY BUILDING)WILL UTILIZE SIMILAR DESIGN ELEMENTS SUCH AS :- - - .---- -_- NO CLEARING OR GRADING OTH€R THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING
//''''\. It'AY,ggC COMMON BUILDING MATERIALS AND CONSISTENT ARCHITECTURAL FEATURES TO UNIFY THE DEVELOPMENT AND MINIMIZE THE APPARENT SIZE OF LARGE STRUCTURES.LANDSCAPING SHALL'BE CONSISTENT VEGETATION ION IN TES,
�/ „ � I��\ THROUGHOUT THE SITE,THE'LANDSCAPING MATERIALS ON THE PERIMETER OF THE SITE WILL BE SIMILAR TO THOSE EMPLOYED IN MARTIN LUTHER KING JR. MEDIANS..TO PROVIDE DIVISION AND 13. CONSTRUCTION PRESERVED TREE AS SHA L AR€Aa(Up0 G€CTIONS.3_)'
a. PRESERVED TREE COVERAGE _. - SHALL NOT -USED FOR AREAS ...__N T B AREREGISTERED
GRIST AS CERTIFIED
PURPOSES,T THE CONSTRUCTION
O FOR UCTI Ntz PATHS AND HAE RE AILS CONSTRUCTED IGNEE) OM WITH MINLMAL.DISTUR -
BUFFERING BETWEEN COMMERCIAL AND RESIDENTIAL USES SIGNIFICANT INTERNAL LANDSCAPING WILL ALSO BE DONE ALONG STRATFORD LAK€8R4Ap,THE INTERNAL ROAD WHICH SEPARATES THE DIFFERING ----- - -SANCE OF
Lo
cation MapTREE ROOTS TREE
OVER 10 I CHVEGETATIONHALL BE RE REMOVED
A RE61F7EREOARBZUCTI HAS GF
USES AND WHICH LOWER WILL BUILD AND DEDICATE.OTHER LANDSCAPING MATERIALS MAY INCLUDE VARIETIES OF MAPLE.OAK. - ,._. RTLS.S THAT PLAN
A APPROVAL
REQUIRED OE TRAIL MAT BEEN DESIGNED TO MINIMIZE RED TREE THE COVER EXISTING
LONDONPLAN€TR€€SANDELMTREES,ASWELL.4SNAnVEH4LLIES,CEDAR, TR€€6.�N0'TR€E'aVER101NCMEaSHALLBE'REMOvEDF�3RTHECON$TRUCfiIONOFfiRA1L€.SITE'PLANAPPR65iAL -- LOLL i, -_..
(Not to Scale) WAX MYRTLE AND REDBUDS
....--__ IS FOR CONSTRUCTION OF TRAILS IN PRESERVED TREE COVERAGE
AREAS.
SPECIAL CONDITION OF APPROVAL: Z06-09 b. ALL BUILDINGS SHALL BE SET BACK AT LEAST 10 FEET FROM THE EDGE OF ANY PRESERVED TREE COVERAGE ARE..
e. UTILITY LINE$AND DRAINAGE CHANNELS SHALL BE MINIMIZED WITHIN THE ROOT PROTECTION ZONEEs OFTHE TREES TO BE SAVED.PREFERABLY,SUCH FACILITIES SHOULD BE LOCATED ADJACENT
1. ALL SIZES,MATERIALS,SLOPES,GEOMETRY,LOCATIONS,EXTENSIONS,AND DEPTHS FOR ALL EXISTING UTILITIES(WATERLINES,SANITARY SEWER LINES ANDTOP TO DRIVEWAYS AND IN'GROUPINGS ALLOWED BY SOUND:ENGINEERING PRACTICES.
STORM M DRAINAGE SYSTEMS)SHALL S€DESIGNED TO 14. BY REFERENCING IMPROVEMENTS -
THE SPECIFICATIONS SET FORTH IN THE DESIGN CRITERIA AND STANDARDS O U P - -ROADWAY N _.__ __N THE PLAN.AN APPLICANT AGREESANTO CONSTRUCT SAID Y OF DUEtHAM S PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF APPROPRIATE)
---- --_
F THE PUBLIC WORKS DEPARTMENT AND BE SUBJECT TO REVIEW AND APPROVAL BY PUBLIC WORKS DEPARTMENT AT 40N8TRU4T14N DRAWING ... V IN A MANNER
SUBMITTAL, THAT WILL ALLOW THEM 7Q'FUNOTION:AS NOTED ON THE PLAN AND IN ACCORDANCE WITH NCDOT AND CITY 4F,DURHAM STANDARDS AND POLICIES THIa INOLU@ES(WHERE APPROPRIAT€)BUTi6 NOT
LIMITED TO: ADEQUATE TRANSITION TAPERS AL _ -
2. THE DESIGNING PROFESSIONAL(A NCPE,NCPLS OR NCRLA-AS REQUIRED SHALL SUBMIT THREE 3 SETS OF CONSTRUCTION DRAWINGS TO CITY ENGINEERING Q E T A ..... ED ROADWAY
O D OF LANES THROUGH AND
BIK INTERSECTIONS,LAN . HEAP APPLICANT
T ALSO ACCEPTS
HE FINANCIAL RMARKINGS ASFOR ACQUISITION OF ANY AND
() EERING FOR REVIEW AND APPROVAL BEFORE STARTING GUTTER,COORDINATION WITH ACCOMMODATEPROPOSED THESE IMPROVEMENTS
TS A NTS AND BIKE SIDEWALK CONSTRUCTION ALSO AOCERTS THE FItdANCIALR€SPONSI®ILITY FOR ACQUISITION OF ANY AD
NOTE:THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE PROM SITE APPROVAL.
@ITIONAL
3. EXTENSION AGREEMENT REQUIRED(SUBMIT AFTER SITE PLAN APPROVED BUT BEFORE CONSTRUCTION PLANS).CONTACT ENGINEERING DIVISION(580-4328,FAX [phone] WITH COMPLETE NAME INDIVIDUAL INC.CORP.ETC) RIGHT-OF-WAY NOT ACCEPT
TO IMPROVEMENTS AND ANY REQUIRED
COMMITTED ELEMENTS: Z06-09 AND TELEPHONE NUMBER OF ENTITY SERVICES TO THE SITE.
) 15, THEGITYWILLNOTACCEPTLIABILI7YFORNIAMAGEDONEBYCOLLECTIONVEHiCLESTOPRfVATESTREETS,
4. ALL TREE COVERAGE TO BE PLATTED WITH FIRST FINAL PLAT.
- -- l- PUBLIC WORKS`CONDITIONS OF APPROVAL:
1. THE TOTAL AMOUNT OF ENCLOSED SQUARE FOOTAGE OF IMPROVEMENTS ON THE OUTPARCELS IN THE COMMERCIAL AREA NOT EXCEED "�"'^" "�•"^' '" "' •^•'•'•'�• ^^ •-••
67600 SQ,FEET.THE SPECIFIC NUMBER OF OUTPARCELS AND THE SQUARE FOOTAGE OF CONSTRUCTED IMPROVEMENTS ON EACH WILL NOT CEL:WILL =-•C'- N """d` "eV =-...� ..'+.�,�. ^'"'" '•"'" """"'" '"""""'"' ^-• M-
..,..... ...,,.,. ...kt 'firs
:4-7-5.E
.,.., ,:m::.,^ "1�=-= . ^^^ ••-. 1. THE DESIGNING PROFESSIONAL(A NCPE,NCPLS OR NCRLA-AS REQUIRED)SHALL SUBMIT THREE(3)SETS OF CONSTRUCTION DRAWINGS TO THE PUBLIC
BE DETERMINEb AT THE SITE PLAN SUBMITTAL.NO FAST FOOD RESTAURANT WITHDRIVE-THRU WINDOWS WILLBE ALLOWED ON THE _: cm pqp p o -:,.Q't« ;•R„... "a.N.,- ,,,..,,.„„OUTPARCELS. S88.54'37' c' 40 WORKS DEPARTMENT-DEVELOPAiIENT REVIEW FOR REVIEW AND APPROVAL.CONSTRUCTIONDRAWINGARPROVALI6REQUIREDPRIOR TO OOMMENCINGF.S 6M12.$9. _ CONSTRUCTION(SEECONSTRUCTION PLANA:PPROVALPROCESS)THEAPPROVALOFCONSTRUCTIONDRAWINGSISSEPARATEFROMSITEPLANAPPROVAL.2. LANDSCAPING ALONG MARTIN LUTHER KING JR.PARKWAY SHALL INCORPORATE THE TYPE OP PLANTING USED IN THE MEDIAN OF MARTIN LUTHER OFF- .• -:' S98'59'S4'E 5:8'S6'45j=-"` ^^ �. - - 8� ,,,,'- - y�'p,8p„ 75p7JL'y CITYOFFICIALSSHALLREVIEW ALL SIZES,MATERIALS,SLOPES,-L00;4TIONS;.EXTENSIONS AND DEPTHS FOR ALLPROPOSED UTILITIES(WATERLINES,SANITARY
KING JR.PARKWAY - eiwoods 5
3. THE APPLICATION WILL INSTALL A PLANTED EVERGREEN SCREEN ALONG NORTHERN BOUNDARY OF THE SITE FROM PIN 0729-02.3210 THROUGH ,,,,R„r r - SEWER LINES AND STORM DRAINAGE CONVEYANCE SYSTEMS)FOR COMPLIANCE WITH ALL APPLICABLE REGULATORY STANDARDS,SPECIFICATIONS,AND BEST
°rR,L�uD1 9ca�_' woods .B9-p9�006"E _o' MANAGEMENT PRACTICES.
PIN 0729-79-9260. w' •.>.» ,,... lip: R Ea• MENT I 6 .44 `�' 2. THE DESIGNING PROFESSIONAL(A NCPE,NCPLS OR NCRLA=A8 REQUIRED)SHALL SUBMIT ONE(i)S€fi OF AS-BUILT ORAWINGB fiO THE PUBLIC WORKS 4. ANCHOR STORE AREA:
"°° P: 2H PG •. t7D6 PG 8 DEPARTMENT-DEVELOPMENT REVIEW FDRREVIEW AND APPROVAL.AS-BUILT DRAWING APPROVAL IS REQUIREDRRIOR TO'WA7ERMETER INSTALLATION
a. USED APPLIANCE AND PALLET STORAGE AREA SCREENING:TO SCREEN THE USED APPLIANCE,PALLET AND TRAILER ARE FROM OFF-SITE CTJ a. ^c°+^^^ __
. r '` tga ""' I pn„he, a E2 AND/OR SANITARY SEWER SERVICE CONNECTION AND PRIOR TOISSUANCE OF A CERTIFICATE OF OCCUPANCY.
VIEW,THE DEVEILOPER'SHALL PROVIDE A COMBINATION OF PRIVACY FENCING AND LANDSCAPING,WHICH SHALL HAVE ON OPACITY OF AT -- _ PRIVATE ACCESS DRIVE EASEMENT a „„,,,,„„-'., 3. AFIRE FLOW ANALYSIS IS REQUIRED FOR REVIEW AND APPROVAL PART
LEAST 90%.THE FENCING SHALL BE EIGHT(8')FEET IN HEIGHT.THE EXTENT OF THE FENCE CONSTRUCTION SHALL BE DETERMINED AT SITE 06 6175 PG 210 N _ OF THE CONSTRUCTION DRAWING APPROVAL PROCESS.TO SCHEDULE A FLOW
is'(pr•sv.d I�30' !n 01 TEST COMPLETE THEONLiNE APPLACATION FI
PLAN APPROVAL 0 (� LrJ ' PB Pa e 3 PG 262A IT 152 Pc NY SEWER °aa ti 4. WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL ANDPRIOR TO COMMENCING WATER MAIN INSTALLATION.
b ADDITIONAL PLANTING:ALONG MLK JR.PARKWAY,THE DEVELOPER SHALL EXCEED THE NUMBER OF REQUIRED PLANTING BY TEN PERCENT !11 /q
(10/) W VN' N I• FER �`- 5. SEWER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING SANITARY SEWER MAIN INSTALLATION.
5. TOWNHOUSES AREA 4 rs O , ,,, :�� r ' 150.88 "'"• - 6. PIPES AND/OR STRUCTURES SHOWN IN THE EROSION CONTROL PLAN OF THE SITE PLAN THAT ARE PROPOSED TO BE PERMANENT WILL BE REVIEWED AND
!� O r•O 4D •� 0• -_ '�� // APPROVED AS PART OF THE GRADING PLAN DURING CONSTRUCTION DRAWING REVIEW.THESE PIPES AND/OR STRUCTURES MAY NOT BE INSTALLED PRIOR TO
a. HEIGHT RESTRICTION:THE MAXIMUM HEIGHT OF A TOWNHOME IN THE LOTS CONTIGUOUS TO THE SINGLE-FAMILY HOME LOTS FRONTING ON 0 ,� J N - /� l - / CONSTRUCTION DRAWING APPROVAL AND PAYMENT OF INSPECTION FEES.
LARCHWOOD DRIVE SHALL BE TWO STORIES. 2' O _ 7. AN NCDOT OR DURHAM DRIVEWAY PERMIT REQUIRED PRIOR TO CONSTRUCTION,CONTACT NCDOT AT 919.220-4750 FOR REQUIREMENTS,
b. PROPOSED SITE HOME OWNER ASSOCIATION(HOD)CONTRIBUTION:THE DEVELOPER SHALL DONATE 5,000.00 TO THE PROPOSED )4/ C' V (7 STORM DRAIN EASEMENT • __-__- 8. WHEN SIDEWALKS AND CURB IRAMPS ARE PROPOSED:
p / PB 183 PG 262.PB 102 PG 208 `1, -
DEVELOPMENT`S'TOWNHOME HOA BEFORE THE ISSUANCE OF THE 175TH TOWNHOME CERTIFICATE OF COMPLIANCE,WITH SUCH FUNDS TO 4 (CMS 8.1. PROWAG STANDARDS ARE TO BE:USED.:SEE CITY OF DURHAM CURB CUTS DETAILS,HTTP:NDURHAMNC-GOV/DOCUMENTCENTER/HOMENIEW/2114,
BE USED FOR THE SPECIFIC PURPOSE OF ACQUIRING APPROPRIATE RECREATIONAL EQUIPMENT FOR THE RESIDENTS TO USE IN THE OPEN W .. (� �t - 8.2. FOR RAMPS IN'TIGHT'.EXISTING:DEVELOPED AREAS WITH SMALL ROWS(DOWNTOWN,ETC)IT IS RECOMMENDED SPECIFIC RAMP ARENEEDED TO
SPACE AREA,NOT IN THE PROPOSED HOA CLUBHOUSE!POOL AREA. 0: N N HLP DEVELOPERS LLC ,i ,` PREVENT CONSTRUCTION DELAYS.THE BURDEN TO MAKE IT WORK IS ON THE DESIGNING ENGINEER.
c. MAXIMUM NUMBER OF UNITS:THE MAXIMUM NUMBER OF TOWNHOUSE UNITS SHALL 0E222 0 , ry " DB 8557 PG 181 �1
9. CENTERLINE OF 30 FOOT WIDE CITY OF DURHAM SANITARY SEWER EASEMENT.SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510,
PB tNE PG 260
PAGE 958.NO STRUCTURES,FILL-d. WALKING TRAIL:THE DEVELOPER SHALL PROVIDER A NATURAL SURFACE WALKING TRAIL WITHIN THE OPEN SPACE PRIOR TO THE ISSUANCE '' LOT 2 ,F, ..,�. ,EMBANKMENTS,TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING THOSE TERMS,
_ PIN Di29-02->8-255e FIELD �� :' 43 °^°•_A 8. THE LOCATION OF THE SIDEWALK SHOWN ON THISPLAN ISSCHEMATIC.A CITY OF DURHAM AND/OR NCDOT ENCROACHMENT PERMIT iS REQUIRED PRIOR TO
O L, ANY CONSTRUCTION.-AFTER OBTAINING THE REQUIRED PERMITS,PLEASE CONTACT THE CITY OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE
OF 175TH CERTIFICATE OF COMPLIANCE. DEVELOPMENT TIER: SUBURBAN .r,.• „„
6. MISCELLIANEOUS N �. ZONING:RS-M(D)[Rositlrnl'9 High Density] -
�.. � OVERLAY:WATERSHED PROTECTION L.'•/ AT 560-4326 FOR A PRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK.a. BUS SHELTER:THE DEVELOPER WILL A PAY A FEE EQUIVALENT TO STANDARD COST OF CITY OF DURHAM BUS SHELTER ''' ' N i
9. AT A MINIMUM,THE STORMWATER DESIGN.DETAILS FOR THIS-PROJECT SHALL BE GOVERNED BY THE MINIMUM STANDARDS OF THE MOST RECENT EDITION OF
(UP TO 5,000.00)TO BE PLACED IN THE FAYETTEVILLE STREET RIGHT OF WAY AS RECOMMENDED BY THE DURHAM AREA TRANSIT AUTHORITY - „ ,(DATA)PRIORTO THE ISSUANCE OF 175TH CERTIFICATE OF COMPLIANCE,UNLESS DATA STATES THAT A BUS SHELTER IS NOT NEEDED.DATA \E THE CITYOFDURHAM:(CITY)REFERENCE GUIDE FOR"DEVELOPMENT(RGD)ANOANY LETTERSTO INDUSTRY(POSTED ON THE CITY'S WEBSITE)OR
�, / ' SUPPLEMENTAL NOTIFICATIONS OF RGD UPDATES(ALSO POSTED ON THE CITY S WEBSITE)THAT ARE IN EFFECT THE DATE THE FIRSTSUBMITTAL OF THE
MUST DESIGNATE IN WRITING WHERE WITHIN THE RIGHT-OF-WAY THE BUS SHELTER WILL BE LOCATED.THIS COMMITTED ELEMENT IS 'A'"uh CONTINGENT UPONPRIOR APPROVAL BY THE CITY OF DURHAM FOR AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. v ,`,,` \ -_ CONSTRUCTION DRAWINGS ARE RECEIVED FOR REVIEW BY THE CITY.
AscoATIw°c -
„,,,,,°," ,� - 1-'"'" 10. FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL-MEASURES)(BCM(SJ)REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY
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 - "•_Po.."• \� 30'PUBLIC SANITARY SEWER EASEMENT _.:. :::.. - e SUCH AS TR-20 OR.HEC-1 MODELS.FOR EACH OF STRATFORD LAKES LANE AND HL KING PARKWAY PRIOR TO THE ISSUANCE OF LOWES STORE CERTIFICATE OF .�: 1 -. H SCM,AS APPLICABLE,STAGE-STORAGE AND OUTFLOW HYDROGRAPHS ARE
^• .-�. 1 \ �. PB 183 PG 262.PB 182 PG 208 t ro
REQUIRED.ALL TABULATED DATA-INCLUDING-CALCULATIONS SHOWING THE LIMITED DISCHARGE,WHETHER ORIFICE,WEIR,BARREL,OR OUTLET CONTROL,AS
COMPLIANCE.THE CAUTION SIGN WILL BE A BEGIN RIGHT TURN LANE YIELD TO BIKES SIGN(SIGN R4-4)THIS COMMITTED ELEMENT IS \��• `
•�. ,f ,�p APPROPRIATE IS REQUIRED.HYDROCAD,HYDRAFLOW HYDROGRAPHS,AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWARE PROGRAMS
CONTINGENT UPON PRIOR APPROVAL BY THE CITY OF DURHAM STAFF AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. �' �•,,_ -- P;q WHICH INCORPORATE ROUTING BY THE CITY.
a PEDESTRIAN CAUTION SIGNS:THE DEVELOPER WILL PAY FOR UP TO FOUR(4)PEDESTRIAN CAUTION SIGNS TO BE ERECTED BY CITY OF ,..\ \ = (::' Bn. 11. STORMWATER CONTROL MEASURE(S)(SCM[SJ)PERMIT FEE(S),THE EXECUTED STORMWATER FACILITY AGREEMENT AND COVENANTS PREPARED 8Y THE CITY
DURHAM NEAR'THE'.ML.KING/FAYETTEVILLE ROAD INTERSECTION,CONTINGENT ON APPROVAL FROM THE TRANSPORTATION DEPARTMENT. ^ � • °' OF DURHAM STORMWATER SERVICES AND EITHER A PAYMENT INTO THE STORMWATER REPLACEMENT FUND OR THE PROVISION OF AN ALTERNATE
THE DEVELOPER SHALL PAY MORE THAN 150.00 FOR EACH SIGN ERECTED.THIS COMMITTED ELEMENT IS CONTINGENT UPON PRIOR .., ��, .7 j"� m",. .. PERPETUAL MAINTENANCE SECURITY ARE REQUIRED FOR ALL SCM(S)ASSOCIATED WITH THIS DEVELOPMENT.CONSTRUCTION OF THE DEVELOPMENT IS NOT
APPROVAL BY THE CITY OF DURHAM STAFF AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. / v �... °� ,S'. ALLOWED TO COMMENCE UNTIL.THESE ITEMS ARE PROVIDED IN ACCORDANCE WITH THE TERMS AND CONDITIONS OUTLINED IN THE STORMWATER FACILITY
1 ` t ..'..:. ::F.a} " /� AGREEMENT AND COVENANTS.THE DESIGNER SHALL SUBMIT A CERTIFIED CONSTRUCTION COST ESTIMATE FOR EVERY STORMWATER SCM PROPOSED IN THE
d. RIGHT-OF-WAY DEDICATION;THE DEVELOPER AGREES AGREES TO DEDICATE TO THE CITY OF DURHAM,OR TO NCDOT IF DIRECTED TO THE
CITY,ALL THE PROPERTY BETWEEN FAYETTEVILLE ROAD AND AMERICAN TOBACCO TRAIL THAT IT HAS UNDER CONTRACT AS OF FEBRUARY , 50'STREAM BUFFER4. / - ��, DEVELOPMENT AT THE FIRST SUBMITTAL OF THE CONSTRUCTION DRAWINGS,
19,2007,WHICH CONSISTS OF PROPERTY CONTAINED WITHIN THE FOLLOWING PINS:0729-01-99-5754;0729-02-87-1157;0729-02-76-4205,AND PB 183 PG 262,PB 182 PG 208 N •� % - -< / 12. AN AS-BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S)(SCM[SJ),PROVIDED BY THE BMP CERTIFYING ENGINEER,IS REQUIRED.THE
0729-02-75-2868.SUCH DEDICATION SHALL OCCUR PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF COMPLIANCE ON THE SITE. / \`411) - - - ®r1� �',WF KM. _ A _ a"e`bsw / -
AS-BUILT CERTIFIACTION SHALL BE SUBMITTED IN ACCORDANCE WITH THE CITY OF DURHAM BMP CERTIFYING ENGINEER(BCE)PROGRAM ENGINEER
•
ro, PROGRAM BMP CERTIFYING ENGINEER PROGRAM FOR STORMWATER BMPS IN THE CITY OF DURHAM.CERTIFICATIONS)SHALL BE APPROVED BY THE
10'ND BUILD SETBACk ° STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO ISSUANCE OF ANY FINAL CERTIFICATES OF OCCUPANCY/COMPLIANCE FOR DEVELOPMENT,WITH
7. TRAFFIC IMPROVEMENTS: PB 183 PG 262,PB 182 PG 2061 " I - - - - - ` a / o
( STREET) t 1 - o THE EXCEPTION OF WHEN AN APPROPRIATE CONSTRUCTION SECURITY HAS BEEN PROVIDED FOR SINGLE FAMILY OR TOWNHOME DEVLOPMENT.WITH THIS
SR1118 FAYETTEVILLE AT MARTIN LUTHER KING JR.PARKWAY EASTBOUND MLK JR.PARKWAY: i.; iORMwAT-R WETDETENTION POND 2 ,s ..:' PROVIDED CONSTRUCTION SECURITY,CERTIFICATES OF OCCUPANCY/COMPLIANCE CAN BE ISSUED FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN
•EXTEND THE EASTBOUND LEFT-TURN LANE TO PROVIDE ADEQUATE STORAGE AND APPROPRIATE TRANSITIONAL TAPER fI tt ba 6039 Pc 96.DB SITS PG 2104 ' / a Y`
ACCORDANCE WITH CITY REQUIREMENTS.
WEST BOUND MLK JR.PARKWAY: I `�!. '�, - GM Access eL •M t once Easement WOODS / • g b 13. A COMPLETED CITY OF DURHAM DESIGN SUMMARY IS REQUIRED FOR EACH STORMWATER CONTROL MEASURES NO LATER THAN AT THE FIRST SUBMITTAL OF
•EXTENT THE WESTBOUND LEFT-TURN LANE TO PROVIDE ADEQUATE STORAGE AND APPROPRIATE TRANSITIONAL TAPER �, BMP EASEMENT - - - ' THE CONSTRUCTION DRAWINGS. ( )
SOUTHBOUND SR 1118(FAYETTEVILLE STREET): I ` P Pe ts3 Pc zsz,Ps 1az Pc 2os - r LS ,w 14. STORMWATER CONTROL MEASURE(S)(SCM(SJ)DESIGN CALCULATIONS WILL NOT BE REVIEWED OR APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT
•CONSTRUCT ON ADDITIONAL SOUTHBOUND THROUGH LANE WITH AN ADDITIONAL RECEIVING LANE SOUTH OF MARTH LUTHER KING JR. �� l „„,,,,a-,•:Y_,�, �� �"' yea SUBMITTAL.ALL SCM DESIGNS WILL BE REVIEWED AND APPROVED DURING THE CONSTRUCTION DRAWING(CD)SUBMITTAL PROCESS. AT THE TIME OF CD
PARKWAY.THE THROUGH LANE AND APPROPRIATE TAPER SHALL COMMENCE APPROXIMATELY 830 FEET NORTH OF MARTIN LUTHER KING I - - - - - - � �" �' ,� SUBMITTAL,IT IS FOUND THAT THE PROPOSED SCM(S)IS UNDERSIZED,NOT PROPERLY ACCESIBLE,OR OTHERWISE INSUFFICIENT OR UNSUITABLE FOR THE
JR.PARKWAY AND TERMINATE AS A SOUTHBOUND LEFT-TURN AT BARBEE ROAD. - - .-: a _ ti �Q S. SITE, IT 19 THE RESPONSIBILITY OF THE APPLICANT TO INSURE THAT THE APPLICABLE STORMWATER ORDINANCE REQUIREMENTS ARE MET.A'REVISED SITE
•EXTEND THE SOUTHBOUND LEFT-TURN LANE AT MARTIN LUTHER KING JR,BOULEVARD TO PROVIDE ADEQUATE STORAGE AND I ® N>/ , I' O PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IF THE ORIGINALLY PROPOSED SCM(S)ARE FOUND INSUFFICIENT,NOT PROPERLY ACCESSIBLE,OR
APPROPRIATE TRANSITIONAL TAPER. ' Woods y. �:, '• `�; _ z9"Ly >g O O) UNSUITABLE,AND ALTERNATIVE SCM(S)WITH THE ASSOCIATED EASEMENTS ARE REQUIRED.
•CONSTRUCT ON EXCLUSIVE SOUTHBOUND RIGHT TURN LANE WITH ADEQUATE STORAGE AND DECELERATION TAPER. i- �--- - 8;, '•+' O p 15. TO RECEIVE CONSTRUCTION DRAWINGS APPROVAL FOR SINGLE FAMILY DETACHED,TOWNHOME AND DUPLEX RESIDENTIAL DEVELOPMENTS THAT ARE MAKING
NORTH BOUND SR 1116(FAYETTEVILLE STREET): �i, - N N /� USE OF NUTRIENT BANKS AND/OR THE NCEEP,THE APPROVAL OF THE CONSTRUCTION DRAWINGS IS CONTINGENT UPON THE PURCHASE OF NUTRIENT
•CONSTRUCT ON EXCLUSIVE NORTHBOUND LEFT-TURN LANE TO PROVIDE DUAL WITH ADEQUATE STORAGE AND APPROPRIATE I ,u , ,p: s 'SE 4S CREDITS.IF A REVISED SITE PLAN/PRELIMINARY PLAT IS SUBMITTED FOR THIS SITE,THE REVISED SITE PLAN/PRELIMINARY PLAT WILL BE SUBJECT TO ANY
TRANSITIONAL TAPER. oTg 89 YE Q. • CU�� ORDINANCES IN PLACE AT THE TIME OF THE REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION.PRIOR TO THEAPPROVAL OF ANY CONSTRUCTION
•CONSTRUCT ON EXCLUSIVE NORTHBOUND RIGHT TURN LANE WITH ADEQUATE STORAGE AND DECELERATION TAPER '"'' LAKES . Ltj Z J DRAWINGS OR PRIOR TO THE RELEASE OF ANY BUILDING PERMITS PERTAINING TO THIS DEVELOPMENT,WHICHEVER COMES FIRST,A LETTER/RECEIPT
SRt aCONSTRU T SOUTH RIGHT-TURN WITHIN
LANE: _ 3.Aq 21v. ----:5�A.LP.''' SIGHT TRIANGLE 10'070' k' CZ"`� SHOWING THE PURCHASE OF THE NUTRIENT CREDITS FOR THIS DEVELOPMENT AND A COPY OF THE NUTRIENT BANK LEDGER IF APPLICABLE,SHOWING THE
_ �-. J'� O TOTAL NUTRIENT CREDITS AVAILABLE MINUS ANY AND ALL DEDUCTIONS,IS TO BE PROVIDED TO THE STORMWATER DEVELOPMENT REVIEW SECTION,
N EXISTING RIGHT-OF-WAY(PROVIDED THAT NEITHER RETAINING WALLS NOR SLOPE EASEMENTS ..,,� i; - PB 183 PG 260,PB 1H2 PG 204 HOWEVER,IF INSUFFICIENT CREDITS ARE AVAILABLE FROM NUTIRENT BANKS AND NCEEP WILL NOT ACCEPT PAYMENT,THEN THE APPLICANT SHALL SUBMIT A
ARE REQUIRED TO KEEP CONSTRUCTION WITHIN EXISTING RIGHT-OF-WAY SR 1118(FAYETTEVILLE STREET)AT SR 1106(BARBEE ROAD) -/'�-� ,.% ' SIGHT TRIANGLE 255(25' �• \� REVISED SITE PLAN/PRELIMINARY PLAT BACK TO THE DURHAM COUNTY CITY-COUNTY PLANNING DEPARTMENTAND SHALL COMPLY WITH THE CURRENT
WEST BOUND SR 1106(BARBEE ROAD) '• /'•% PB 1H3 PG 260,PB 182 PG 204 !`
•PROVIDE AN OVERLAP PHASING FOR THE RIGHT TURN MOVEMENT. /�' Fjj \, STORMWATER PERFORMANCE STANDARDS IN PLACE AT THE TIME OF THE REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION.
SOUTHBOUND SR 1118(FAYETTEVILLE STREET): r/ 16. THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO
•EXTEND THE SOUTHBOUND LEFT-TURN LANE BY DROPPING THE INNER-MOST SOUTHBOUND THROUGH LANE ON FAYETTEVILLE ROAD INTO ,/ .__ ®i° GRAPHIC SCALE ( IN FEET ) 5 COMMENCING WORK ON ANY STORMWATER CONTROL MEASURE(SCM).IF THE SCM WILL BE CONSTRUCTED INITIALLY AS A SEDIMENTATION AND EROSION
.� CONTROL(S&EC)DEVICE,TO BE CONVERTED TO A PERMENENT SCM AT A LATER TIME,THE PRECONSTRUCTION MEETING SHOULD BE SCHEDULED PRIOR TO
SOUTHBOUND LEFT TURN LANE ON FAYETTEVILLE ROAD AT BARBEE ROAD(AS NOTED ABOVE) //�j.... - 200' 0 100' 00' 400' r CONSTRUCTION OF THE S&EC DEVICE.CALL 919-560-4326 EXT.30238 TO SCHEDULE THE REQUIRED MEETING A MINIMUM OF THREE BUSINESS DAYS PRIOR TO
•PROVIDE OVERHEAD LANE DIRECTIONAL SIGNS SOUTH OF TURMERIC LANE TO INFORM TRAFFIC OF THE COMMENCEMENT OF THE LEFT // ,-,;c ••• •-- - \` THE DESIRED MEETING DATE.THIS IS AN ADDITION TO OTHER PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL,ENGINEERING,
-TURN LANE AND THE TERMINATION OF THE INSIDE THROUGH LANE AT BARBEE ROAD.THE OVERHEAD LANE DIRECTIONAL SIGNS SHAL--+- #�_. 1 inch = 200' ft. INSPECTIONS,ETC.
LOCATED APPROPRIATELY TO MAXIMIZE THE NOTION OF THE LANE CHANGE. --- 17. AN ELECTRONIC VERSION OF THE SCM DRAINAGE AREA POLYGON SHALL BE SUBMITTED TO STORMWATER SERVICES AT THE TIME OF THE SCM
MARTIN LUTHER KING JR.PARKWAY AT STRATFORD LAKES LANE AS-BUILT SUBMITTAL.
•CONSTRUCT ON EXCLUSIVE WESTBOUND RIGHT-TURN LANE WITH ADEQUATE STORAGE AND APPROPRIATE DECELERATION TAPER - 18. IF A BACKFLOW PREVENTER IS PROPOSED OR REQUIRED,A BACKFLOW PREVENTER PERMIT SHALL BE OBTAINED PRIOR TO BEGINNING INSTALLATION,
•CONSTRUCTASOUTHBOUNDLEFT•TURNLANEONSTRATFORDIAKESLANE Site Data Table RESTRICTIVE COVENANTS: CONTACT THE CROSS-CONNECTION CONTROL OFFICE AT 560-4194 AND REFER TOHTTP://DURHAMNC.GOV/952/BACKFLOW-PREVENTION.
•INSTALL A TRAFFIC SIGNAL AT THIS INTERSECTION. - 1. The"Common Elements"and/or"Open Spaces"expressly are dedicated hereby for the use and enjoyment of the homeowners in Highland Park 19. WHEN PROJECT HAS 100 OR MORE UNITS: A SECOND WATERLINE FEED IS REQUIRED PRIOR TO THE 100TH CERTIFICATE OF COMPLIANCE.
SR 1118(FAYETTEVILLE STREET)AT STRATFORD LAKES LANE 1. DEVELOPMENT TIER SUBURBAN Subdivision and are to be conveyed by HIP Developers,LLC to Highland Durham Homeowner's Association,Inc.,as more fully provided in the
•CONSTRUCT ON EXCLUSIVE NORTHBOUND LEFT-TURN LANE WITH ADEQUATE STORAGE AND APPROPRIATE DECELERATION TAPER. deciaratlanorcovenants,conditions,and restrictions applicable to Highland Park Subdivision dated and recorded in book ,
2, PINS: 2089430729-02-78-2558Pbeing hereby into posted
•CONSTRUCT STRATFORD LAKES LANE AS A THREE-LANE SECTION WITH EXCLUSIVE EASTBOUND AND RIGHT TURN LANES pages- ,In the Durham County registry,as amended forthis and future sections and maps,
3, AIDS: part. Deanne P.Fabricators Case Number: 51900180
•INSTALL A TRAFFIC SIGNAL AT THIS INTERSECTION and made a
SR 1118(FAYETTEVILLE STREET)AT NORTH PROJECT DRIVEWAY RIGHT IN/RIGHT OUT(RIRO) 4. ZONING: RS-MID)
•CONSTRUCT THE RIGHT IN/RIGHT OUT(RIRO)DRIVEWAY TO PROVIDE 100 FEET(MINIMUM)OF STEM LENGTH(MEASURED FROM THE 5, WATERSHL�: JORDAN.LAKE OWNER'S CERTIFICATE: NOTARY PUBLIC
NEAREST THROUGH LANE ON FAYETTEVILLE ROAD)BEFORE PARKING AND TURNING MOVEMENTS ARE ALLOWED 6. WATERSHED PROTECTION OVERLAY DISTRCT: N/A - - Durham County,North Carolina
•CONSTRUCT A CONCRETE MEDIAN ALONG SRt 118(FAYETTEVILLE ST)OF ADEQUATE LENGTH TO MAINTAIN THE RIRO SITE ACCESS 7. RIVER BASIN: CAPE FEAR/NEUSE OWNER: HLP Developers, LLC
SR 1118(FAYETTEVILLE STREET)AT SOUTH PROJECT DRIVEWAY(RIRO): 8. CURRENT USE: VACANT/COMMERCIAL p My Commission Expires 11/04I2024
•CONSTRUCT ON EXCLUSIVE SOUTHBOUND RIGHT-TURN LANE ALONG SR 1118(FAYETTEVILLE STREET)WITH ADEQUATE STORAGE AND 9, PROPOSED USES: RESIDENTIAL Bruce -Knott- North Carolina
APPROPRIATE DECELERATION TAPER 10, TOTAL PARCEL AREA: 27.12 AC 5310 N.C. Hi hway 55, Suite 101 1,--- z
•CONSTRUCT A CONCRETE MEDIAN ALONG SRt 116(FAYETTEVILLE STREET)OF ADEQUATE LENGTH TO MAINTAIN THE RIRO SITE ACCESSDurham County
11, EXISTING IMPERVIOUS: 26,165 SF/o.so ACRES Durham, North Carolina 27713 !'� - r+t 1
8. PROJECT ASSOCIATED WITH SITE PLAN"D1800124" 12. PROPOSED IMPERVIOUS: 294r298`--SF /6.76 ACRES- T- 919♦544.01.41 - I, h� C• Fo.bt'ra6�+ �-- 1 'R • -.....-'....`"`Y
13. PARKING DATA: The undersigned owner of the property lying within1 THIS PLAT HAS BEEN CERTIFIED FOR RECORDATION BY
P p Y 9 a Notary Public for the said County certify that THE DURHAM TY-C MTY PLANNING€'iEPARTUIENT
PARKING;REQUIRED- 280 SPACES (2/UNIT) the attached plat and subdivision hereby certifies that
Surveyor's Certificate PARKING PROVIDED-
1 280 SPACES (1 GARAGE-1 DRIVE/uN17) he ordered the work of the" surveying and- platting to _ (` e, 1 ,Inp ON: �'j.� LG
4. TREE COVERAGE CALCULATIONS: be done, and that allpublic streets, alleys, easements, I - " -
State of North Carolina TREE PRESERVATION REQUIRED- 236,238 SF 5.42 ACRES (20.0%) personally appeared before me this day and acknowledged the --- f�
/ and other open spaces `so designated upon said plat are execution of the fore ding certificate. Witness my hand an :
TREE PRESERVATION PROVIDED- 236,331 SF/5.43 ACRES (20.0%) herebydedicated for such use and that allpublic and "-"" "
15, DENSITY CALCULATIONS: official seal this the day of ;QPp' ri�IQ�,j-__ 201 _. I
I, Stephen D. Puckett, certify that this plat was drawn under my supervision from an actual survey private sements own upon said plat are hereby granted - Planning Director of Designee
made under mysupervision, deed description recorded in Book (see references), that the TOTAL SITE AREA- 27.12 AC / 1,181,188 SF .w��,
p p ) STREAM BUFFER AREA- 3.50 AC for a ers st' la ed. 7.E.A Ni/711L 1 Nutt an v I If of recorded avtthln 180 Gaya,or by
boundaries not surveyed are clearly indicated as drawn from information found in the Durham County AREA FOR DENSITY CALCULATIONS-27.12 AC - 3.50 AC = 23.62 AC NotaryPublic' Cf
• Nbder.Vyelr _ r �...v -_.---•
registry; that the ratio of precision positional accuracy is as calculated is 1:20,000'; and that this RERQUIRED DENSITY- 7.83 UNITS/AC __�___� My Commision expires: �~-�' - -"„w"m^ '-''�"w•^
plat meets the requirements of The Standards of Practice for Land Surveying in North Carolina (21 REQUIRED UNITS- 185 UNITS Owner
NCAC 56. 1600) and was prepared in accordance with G.S. 47-30 as amended. Witness my original PROVIDED NUMBER OF UNiTs- 140 PROPOSED
signature, License number, and seal this date: December 10, A.D. 2019 0 0/SSN SPACEIRCALCULATIONS- Revisions:
REQUIRED- 4.88 AC / 212,614 SF
Ile � 0/S PROVIDED- 7.05 AC / 307,616 SF
_ :/ I RECREATIONAL 0/S/REQUIRED-1.63 AC /70,871 SF
- 1.^ RECREATIONAL 0/S PROVIDED- 1.63 AC /70,968 SF
'„_: D. Puckett L-26 3
16, The subject property does not lie within a Special Flood Hazard
I, Stephen D. Puckett, certify to one or more of the following: Area as described on the Flood Insurance Rate Map for the City
of Durham community in which the subject property is located.
A. That this Surveycreates a subdivision of land within the area of a countyor municipality that The subject property lies within Zone X' Minimal Risk of the =
P Y Flood Insurance Rate Map number 3720072900K Panel 0729
has an ordinance that regulates parcels of land. bearingan effective date of October 19. 2018. References
B. That this Survey is located in a portion of a County or Municipality that is unregulated as to an S.D. P U G KETT Se ASSOCIATES P.C. FINAL PLAT
ordinance that regulates parcels of land. 17, No tree preservation areas exist within Phase 1 of project. DB 5767 PG 880
C. One of the following: vu���u,, PROFESSIONAL LAND SURVEYORS ® Highland Park Subidivision
s•• PB 183 PG 260 LOT 2
1. That this is of an existing parcel or parcels of land and does not create a new street or •�� H CA/b, rr� 5314 Hwy.55,Suite 104
change an existing street. ass Csf i„. PIN 0729-02-78-2558 Durham,N.C. 27713 PHASE 1
�..•••
2. That this Survey is of an existing building or other structure, or natural feature, such as „; '•� i .�
�; 'oFESsio PID 208943
a watercourse. N State of North Carolina Phone[phone]-Fax[phone]
3. That this Survey is a Control Survey. : Q County of Durham 4302 Fayetteville Road
D. That this plat is of a Survey of another category, such as a recombination of existing _ •? SEAL Stephen D. Puckett-NCPLS L-2683
lb Im
parcels, a court-ordered survey or other exception to the definition of subdivision. = •
L-2683 I. ii-55 - _. •_�- , Review Officer [e-mail]
E. That the information available to this Surveyor is such that I am unable to make a " N _ ' of Durham County, certifythat the ma or plat to which this Durham North Carolina 27713
• = t p License No.C-0506 '
determination to the best of my professional ability as to the provisions in A-D above. 9,1, :O certification is affixed meets all statua dry requirements for
Signed: December 10, A.D. 2019 ▪ v• ,0'•. 0SUR`l� •' 4 recording.
'S' G •� Scale: 1"= 200' Drawn by: B WAR Surveyed by: RTP
'. �.� _11.4j1 t
l� ..-- =�i` / YDate: March 26,2019 Sheet 1 of 2
__mil'/ ob___�'_ ------ i�� D. p��� Dat Review Officer
i��
St: r Puckett L-2683 - iHill r.'" Township: Triangle County: Durham State: North Carolina File: JLB/170308b1/dwg/4302 Fayetteville Rd_Highland Park Phase 1

Book202 - Page 226 Page 1 of 1
ems, ��
�46 ,1 O / /
V / / CURVE TABLE
apDL-4--
- / / / CURVE LENGTH RADIUS BEARING• CHORD TANGENT25.18 DELTA
Pa /tr- --_ /. ./ ..,./ C2 3g1.82• Y 20.00 S27•4557"E 28.57 20 41 90'24 06"
// .�' CONTROL91'09 35"
99''9< SITE P �/. Ai ,,,,,,, :tlCORNER C3 5.67• 30.00 S7654'40"E 5.66 -.. 2.84 104921"
it II �'�
(r;� l II
ASA, t C4 " 5.66 35.00 N66 52'08"W 5.65 2.84 915'42"
Ago cO9 /l. ) la- LANDS N/F
/<, / l% 172ol � THE IVY COMMUNITY CENTER INC
�sga90 / - , / i/. • J� ���`` DB 6175 PG 205
5 / ! /. / PB 183 PG 260 O,
�~
Poi / / / !/ ] -- V e PIN 0729-02 7B 9714o / / / / ¢1 � , DEVELOPMENTTIER: SUBURBAN (��oP / / g ifZONING: RS-M(D) [Residential HighDensity]/
.wl /! / ,MJ,rl �J01(0) [Offtee-Institutional High Density]
a' lr tD0 ti WATERSHED PROTECTION OVERLAY DISTRICT: N/A00FP° rrr /l /I27_:__
• 0 j0 2 Oc
- A�' Y p
7 <__,_________.iwrERsiATE i 4p / / ./ ] 00/ / 30• / / *4'; v' C $ l ' , `,, ONSTRUCT .!�t'� As'"HA�T
Location Mapr\ / ,� ,! / .A�''/ y u rn`V 29,0 �_,� _� 8(1��E�
�1
(Not to Scale) / w N / / ,V-i M O . O PI 0 _
/ ! / ^ It ^w O `Qa O k Q 2 00 z STREET ADDRESS TABLE
^ ' z -� ( LOT STREET*.� STREET
HLP DEVELOPERS LLC / 15N. ./ . `�/ M CO O b,10) PI 2 0 z 52 102 MARBELLA GROVE COURT
/ .�0 / / 7 r a to h 0 0 0 53 10 MARBELLA GROVE COURT.
DB 8557 PG 181 v0 rt / ^Co ,~ 0 {T�� OAS ..: 2 00 Y i' 54 106 MARBELLA GROVE COURT
PB 183 PG 26fb 4!2 -CS. N O +.� ,�
°' / / / o O r� No0 p� O ti tl 55 108 MARBELLA GROVE COURT
LOT/2 �N / / VA M ,O O �O` r� O O-Q) 0, �; ,� !/ : 56 112 MARBELLA GROVE COURT
PIN 0729-02-78-25,58 a;N 4. � O r7 '� M' 0 / 57 114 MARBELLA GROVE COURT.
DEVELOPMENT TIER: SUBURBAN �`=O /. �!%,, * 2 ;O 6 0 �O 0 y °j �' ,t
ZONING: RS-M(D) [Residential High Density] 2 Q / Q 4'4® Np O Q'O „` 2 Q 58 116 MARBELLA GROVE. COURT
WATERSHED PROTECTION OVERLAY DISTRICT: N/A O�'/ . • ,Ia' 6' +� ^p V y M r-. z. 59 118 MARBELLA GROVE_ COURT,
/ _v / Q.o. `o� b 8 4 o) 0 O.LV) v' v';'' O / -.29, —/- .rtf- 60 122 MARBELLA GROVE COURT
/ c QO a. ?c,/ p&4 / . 1987it-4
e 2 O rw p �p O cV f _. � / 61 124 MARBELLA GROVE COURT
/ 2 •"�/ % _w 6� p (y O ca 0)4O , ri N 1„ 4a 62 125 MAR�3ELLA GROVE` COURT
Legend / /r / Pe. /' 22�� Mp r� co 'I- N O" �''O 0. / / m 63 123 : MARBELLA GROVE COURT
4 / c� / • oo ^ 6 O O' �o�j Q' + / i/ OJT. C� 64 119 MARBELLA GROVE COURT
o COMPUTED POINT l l Ir • ® 2 .^� 6'c O ^a O O N U4 / 65 117 MARBELLA GROVE COURT.
/ / w , 29 0 V ' NCO /� ,�1_ l rQ� ;'N / j 66 115 MARBELLA GROVE COURT
IRON PIPE FOUND '1 v/ 0 Z :� M1 �p GJ
/ / �,®®„ co 6' 1ryp 0 0 P.
/ 67 113 MARBELLA GROVE COURT
El MONUMENT FOUND / (�. ./ ./frtit,v741tQ®®' 29°0 ® Z 4 p �+ry/p' cy tt� / m ^ l 68 1O9 MARBELLA GROVE COURT-� PROPERTY LINE l l ii 1g87 ' - 4401Q N/12 , ® V -0 c�j -, 00 0[c0 ;i / 70 105 MARBELLA GROVE 9 107 MARBELLA GROVE Cl l 'rII/ 2 O/oOS- C7� 9$9,,• 22 00 O C� rs tryC13 r3 / COURT
„
-0- POWER UTILITY POLE r / Ir/ 2. 0 f0 Jr;--,_L4- W b4i / 71 103 i MARBELLA GROVE ` COURT
/ / / n; 0 q 2 6' p jry v / O /
/ r / n/ 20 W/pE Cp • 90p o 40M' / o
-OHU- OVERHEAD UTILITY LINE(S) I. N/ 00 • pRl /T Z %"3 `r ;n /
QD STORM MANHOLE / / /r// 29 Vq lE qC O�_ /� • 29 00 ® /c0 /
I l I; 0 •• S S -- �; / J
t8'RA? DRAIN PIPE/INVERT. / / / cV. Ir, r.: �1p 0 7129, e S givo - ,�..0/ /^ 2 ® l l •
/ / . / _, /;', y`O c00 29 0 $8„ COtijy' T D0 Nit; 3 /
CATCH BASIN / ! / ^o)' . 2/rs O�Q) d • 0 • ON "-- 16 .o 29 59 4 --
1 ar r �, o �`" gRFq • 37 w -' / MapNotes:
Q SANITARY SEWER MANHOLE / / 2, 0 3 0 3J57 /
�° FIRE HYDRANT / /'' / 3 '�/ O•Q► O k co44' ' R�tN _ / 1. The property does not lie within a Special Flood Hazard
r �// O ti L d: 20 F R 2,4 J subjectP P Y P
wv WATER VALVE / / �h ,�/�Ap� " OV d 4.: o� lift °0 R�pSEp t2.472gs9"Ii �// o Area as described on the Flood Insurance Rate Map for the City
D4 / /Q / /, p rem M • w co RO d of Durham community in which the subject property is located.
TO WATER METER / r. / O � �` MO 0 2y "��___ ^O The property lies within Zone "X" Minimal Risk of the
Zi / h QD c� subjectP P Y
a.CA Flood Insurance Rate Mapnumber 3720072900K Panel 0729
/l /� /l %r In N Oo p0 aU0 'may co ® 270 o // 0 ® bearing an effective dat of October 19, 2018.
BACKFLOW PREVENTOR / / O "�
/ 0//r 47 C r4/ co n /�
pi SIGNAL VAULT / 7, r 3 O N /� O v.: O o y
/ / v,r;r to O` N cc, *`76, / 2. No Published Horizontal Control Monument found within 2,000 feet.
54 SUBDIVISION LOT NUMBER / - .� / c!ll/lr�e � S "O Op O U co '0'-' 0i 37 C¢'4n oo/ m •
� ,.�, / �, 2 4 ,,.�, MCS r4.t co Ci-0 o �- Ss /° S ,� p 3. All buildings, surface and subsurface improvements are not
�// CURB LINE �/,' W !� M^ O U v 47 .59,,6_
/ necessarily P
r ,O co f o /- depicted hereon.
l l or/ `v '- �/'S 00 O e, ^O ..: 0) ,,u o 2 T
11181 STREET ADDRESS NUMBER . /, • /,/ `� CO) Mp r4/ O O U c0 ® o / 4. New Monumentation is 3/4" diameter iron/ pipes unless
dO=Q� O n z 0 / Q. otherwise noted.
Sji;V CCESS. i& :'' 4,431 wS' 'no 0 v o , c�
w
'�A!N 7E N C'E' E A SE1 El I I j'/ 2 56 ^O N� OCR y '- k <° M°' / Q 5. All distances are horizontal ground distances in U.S.
...........
STORMWATER EASEMENT . / . . . . / i.� 22 co S, O N O ^4./ fp O O•0� O ,-: 4 = N>>. '� 3
.\..
/ / 1!1 °0 2 •"� p O O (j k ry; 2ssg.,wr// co Q survey feet.
_-_- -_-J
�• 25x25 SIGHT TRIANGLE / ----- --�-- 2Q00 = v ;�O M^p r N O O'Lp� 0 / "' 34, 1.k. g il 59 3sS/ QO 0` O 6. This survey prerformed without the benefit of title examination
`-- y / 29 cb ,� ENO y G / and is made subject to any document of record which may
/ // •00 2 59 MO N r3 O Q / O �' affect subject property.
IV) 41 4 Ny-
• 2 6 O O V / /\ U 7. Area by Coordinate Method
0 y �� v / N 1 �/ 24 NOTE:
59"W o
20 00 2 p 0 NO O / ,^ Q l YARD DRAINAGE AND REAR ROOF LEADERS WILL DRAIN TO PRIVATE
HLP DEVELOPERS LLC (r� Q. / 4C� v/ ' ^ LANDSCAPE YARD DRAINAGE SYSTEM AND OUTLET INTO BMP VIA
CONSTRUCTED BUFFER - PHASE 1 DB 8557 PG 181 29,0 // C7 Op / �-4 �+ m
O (c N ,� / Z./� LQ4 STORM DRAIN LINE IN COMMON ACCESS EASEMENT. STORM DRAIN
PB 183 PG 260 10'/0.2 OPACITY / �/(\j O /' A. / ZC m`- LINE TO BE LOCATED IN BLANKET STORM DRAINAGE EASEMENT AND
REQUIRED PROPOSED ADJACENT LOT 2 ?700 2Q o4'1. / ; �� Q TO BE SHOWN ON FINAL PLAT.
TOTAL TREES REQUIRED 34 15 20 PIN 0729-02-78-2558 / Q / V O IQ
CANOPY TREES 24 15 10 DEVELOPMENT TIER: SUBURBAN 22.00 ' Q
UNDERSTORY TREES (MIN/MAX) 7//10 0 10 ZONING: RS-M(D) [Residential High Density] 0 / / ,s //L Q 2
SHRUBS 133 133 0 WATERSHED PROTECTION OVERLAY DISTRICT: N/A N>>• % y z� Case Number: S1900180
2s ss.. / 45 a 0
STREET TREE CALCULATIONS - PHASE 1 4.00 / k`h 4/
LOTS LENGTH OF ROW STREET TREES REQUIRED STREET TREES PROVIDED / b m REGISTER OF DEEDS
LOTS 52-71 751 19 20 / Sharon A.Davis
NOTE: PHASE 1 PROVIDES ONE TREE PER LOT / 0 Durham County, NC
/ o ' 2019 Dec 19 11:00:43AM
STORMWATER CONTROL ACCESS AND MAINTENANCE EASEMENT: / /
BK:202 PG:226-226
THE STORMWATER CONTROL MEASURE (SCM) ACCESS AND MAITENNACE / PLAT
EASEMENT GRANTS THE CITY OF DURHAM AND THEIR ASSIGNS RIGHT OF FEE:$21.00
STREET TREE TABLE ACCESS TO THE PERMANENT STORMWATWER CONTROL MEASURE(S) FOR INSTRUMENT#2019047158
LOT/ PI�ANs SPECIES AND ENFORMECENT OF OPERATION & MAINTENENACE. NO /
OBSTRUCTION SHALL BE ALLOWED IN THE EASEMENT WHICH COULD IMPEDE DPRUETTE
52 1 ULMUS PARVIFOLIA NECESSARY MAINTENANCE BY THE OWNER OR ENFORCEMENT BY THE CITY.
53 1 ULMUS PARVIFOLIA 111111111111111
' I I II
54 0 ULMUS PARVIFOLIA Revisions:
55 1 ULMUS PARVIFOLIA
56 1 ULMUS PARVIFOLIA
57 1 ULMUS PARVIFOLIA ,,,�'c'�c��c�iiii,8 0 ULMUS PARVIFOLIA .s`N -\N AR /Co ,,",...' STORMWATER FACILITY RESPONSIBILITY:
59 1 ULMUS PARVIFOLIA .`, p�••'•'• •••'••.•/i ,''. THE HIGHLAND DURHAM HOMEOWNER ASSOCIATION SHALL BE RESPONSIBLE
60 1 ULMUS PARVIFOLIA ' :• OFEIOiy •••"9 • FOR MAINTAINING THE COMPLETED PERMANENT STORMWATER FACILITY(IES)
61 1 ULMUS PARVIFOLIA e�• SEAL9�'•' IN ACCORDANCE WITH THE OPERATION AND MAINTENANCE MANUAL(S)
62 1 ULMUS PARVIFOLIA = _ OR AS DIRECTED BY THE GOVERNMENT OFFICE HAVING JURISDICTION FOR References
L-2683 •:/— : STORMWATER PERFORMANCE STANDARDS AND, IF THE OWNER'S .D. PLICKETT Sc ASSOCIATES P.C. FINAL PLAT
63 1 ULMUS PARVIFOLIA �,• ( 1, ASSOCIATION SHOULD BE DISSOLVED OR CEASE TO EXIST, THEN IN THAT DB 5767 PG 880 ,
64 1 ULMUS PARVIFOLIA 9 0
65 10 ULMUS PARVIFOLIA :c'O'••itSURvc� EVENT THE OWNERS OF RECORD AT THE TIME OF REQUIRED MAINTENANCE PROFESSIONAL LAND SURVEYORS D Highland Park Subidivision
`� SHALL BE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS PB 183 PG 260 LOT 2 5314 Hwy.55,Suite 104
66 1 ULMUS PARVIFOLIA #e y<<`••'••••••••'• . 7 ATTENDANT THERETO. PIN 0729-02-78-2558
67 1 ULMUS PARVIFOLIA `'#, N D. , , 61 f Durham, N.C. 27713 PHASE 1 LOTS
68 1 ULMUS PARVIFOLIA `44 / `� �� PID 208943 Phone[phone]-fax[phone]
69 0 ULMUS PARVIFOLIA t 4302 Fayetteville Road
70 1 ULMUS PARVIFOLIA / Stephen D. Puckett-NCPLS L-2683
71 1 ULMUS PARVIFOLIA spuckeicense C- rveys.com Durham, North Carolina 27713
UOS-1 2 ULMUS PARVIFOLIA License No. C-0506
UOS-2 2 ULMUS PARVIFOLIA GRAPHIC SCALE ( IN FEET ) ed
30' 9 15' 30' 6o' 120' Scale: 1"= 30' Drawn by: JLB/WAR Surveyed by: RTP Date: March 26,2019 Sheet 2 of 2
® ® toiiiiii6 BIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIEI
1 inch = 30' ft. Township: Triangle County: Durham State: North Carolina File: JLB/170308b1/dwg/4302 Fayetteville Rd_Highland Park Phase 1