NCC240346_Site Plan or Location Map_20240214

PARCEL ID:119548 CI) w
THIS PROJECT ORIGINALLY DESIGNED BY TIMMONS GROUP. \/\/ S
`^_ LL VL P
ddO �� I \ SPECI2. "FINAL M J W v TReoulReo:PROPeRTr IS NOT LOCATED lNA,oa YEAR FLOOD,.PER FSMAFIaM snoaaz,00H,EFFECTIVE lan9nole. "a
STORAGE FOR THE STORMWATER SOM FACIL,WILL REQUIRE THE USE OF INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR HEc 1 MODELS.FORTHiii
FACILITY,PROVIDE STAGE-STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDRO...HS.PROVIDE ALL TABULATED DATA INCLUDING CALCULATIONS SHOWING THE OUTLET UNDER 5 E
ORIFICE CONTROL,BARREL CONTREOL AND WEIR CONTROL,AS APPROPRIATE,TO SHOW HOW
z.1. ISTORMWATER FACILITY OPERATION AND MAINTENANCE PERMIT T Fee PER SCM: Wf
ACILITYPPuaCONSTRUCTION DRAWINGS ANASBDILTpERTIFGATIONM(B)PRDVIDEDBY HEDEBIGNErvGINEER IBREpDIREDHEABBDILTBHA LBEBDDEVELOPMENT APPROVED BATER SERVICES DIVISION AND THE SCM(S)SHALL BE INSPECTED AND APPROVED BY THE STORMWATER SERVICES DIVISION PRIOR TO �CO N
ISSUANCE OF
NY
FICATES
OR
9. "A COMPLETED CITYOF DURHAM DESIGN SUMMARY IS REQUIREDFOR TEACH FSTORM`WATER BMP FACILITY NO LATER THAN AT THE FIRST CONSTRUCTION DRAWING SUBMITTAL" 03 OD
ROAD 4 BEREVIEWEDANMPFACILVEDURIN CALCULATIONS WILL THECNSTRUCTIONDRWNGSUBE00RaaPROVEDwnHRHESEPLANiPRELIMIrvARVPLARSUBMI AL ALL SRORMwaTERBMPFAOu DESIGNS WILL N
3114 HILLSBOROUGH O B EAPOBLIGAGDEBBEABEMENTFORTHEFRONTAGEOIFEDPRICRTDTHEIBBLIANpEDFANYBDILDINGPERMIT REGOROEDPLATMDBTBEBDBMI TIED THE SITE AS ILLUSTRATED ON SHEET C2.0.ACOPYOFTHE :4111111. CO WITH REVIEWED
AND
GPPLCAIOoI�AENs�o CONSTRUCTION T�EPNI�A.EPRoPERn-�BREQ LIRE,B)(DNDERGRDDNDDETENTIGNArvDRAIrvWATERHAR�BTING N
DURHAM NC 27705 YSTEM)FORINSP NSANEMANTENANCEE ORCEMENTEAEM�KETACCESSEASEMENTTO,OVERANDAROUNDTHEBTORMWATERCONTROLMEASURESISHEREBYGRANTEDFOR
SYSTEM)
AS WELL AS ENFORCEMENT OF OPERATION a MAINTENANCE.ANY OBSTRUCTION PLACED IN THE BLANKET EASEMENT THAT IMPEDES NECESSARY MAINTENANCE ENFORCEMENT
WILL BE REMOVED AND ALL THE ASSOCIATED COSTS WILL BE BORNE SOLELY BY THE OWNER' @ LO N.
8. 'THE SITE WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES(ANSI 117.1.2009 AND CHAPTER 11 OF THE NCB[)UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED N
DURHAM COUNTY, NORTH CAROLINA COMPLIENEFROM EPOSSILE.ANAS-SURVEYOR ILTSUREYOFTHESITE,P VERIFIES FORMEDTHAT BY THE CONDESIGNPROFEST VVHERE THE TOPOGRAPHY OF THE IONALODESIGNEE,MUSBESUBBEISETHEMEANDGINS ALTERNATE METHODS ECTIOSDEPATMENT D =�
COMPLIANCE THAT POSSIBLE.ACC SSIBILITSURVEYEQ IRE ENT SUCH AS
CUTS,RAM SLOPES,SIDE ALK SLOPES
AND WITS.AND CROSS LOPESBUILDINGMEET HE INSPECTIONS Y LO
SITE ACCESSIBILITY CODE REQUIREMENTS SUCH AS CURB CURS RAMP SLOPES.SIDEWALK SLOPES AND WIDTHS,AND CROSS SLOPES MEEK THE REQUIREMENTS OF THE
NC E PRIOR TO CO ISSUANCE' LL W.T h
ENGINEER'S STATEMENT
COD ENT OF ADA/ANSI ACCESSIBILITY THE EXISTING GRADES INTHE PAVEMENT AND SHOULDERS OF HILLANDALE ROAD-HILLSBOROUGH ROAD CONNECTOR EXCEED S% " CO
SLOPES.THEREFORE,THOSE STREETS AND SIDEWALKS ARE NOT ADNANSI ACCESSIBLE COMPLIANT IN THE EXISTING CONDITION,AND THEY WILL NOT BE ADA/ANSI ACCESSIBLE 18
CASE #: D1900376 PRIOR COMPLIANT
Eo °NGANDTHEMAIED ENT THETHECENTRALCROSWALKANDEACONNSI ESSIBLE CTIONCOMPLSBO OUGHRaAD.PARKINGAREAS.PE�D°EQupT SIDEWALK
eOMPLI N HANDICAP PARKING LOP THE MAIN ION THE FOLLOWING O THE CENTRAL CROSSWALK ILL SIDEWALK ADANCONNECTION TO COMPLIANT,
HANDICAP
AN DI ROAD.
9. OCCUPANCY''CONSTRUCT A BUS PULLOUT AND LOADING ZONE FOR THE FRONTAGE OF THE SITE ON HILLSBOROUGH
CERTIFICATE OF.0.. ,NT111C Fr11".
APPROPRIATE TAPERSASNOTEDONSHEETC2B. R-"N
PUBLIC WORKS CONDITIONS OF APPROVAL:
a`N 0
ARCHITECT CONTACT OWNER/APPLICANT CONTACT CIVIL ENGINEER SURVEYOR NAL(ANOPE.NCPLSORN°R(A-ABREQUIRED)SHAL`SUBM'TTHREE(3)BETSOF`ONSTRD`TIONDRAWINGBTOT"EPUB"`WORKBDEPARTMENT-DEVE`OPMENTREVIEWFOR e$S'°` x
RE PRIOR TO COMMENCING CONSTRUCTION(SEE CONSTRUCTION PLAN APPROVAL PROCESS).THE APPROVAL OF CONSTRUCTION
=� y
DRAWINGS IS SEPARATE FROM TIES(WATERLINES.
a -
RIVERS AND ASSOCIATES TIMMONS GROUP SANITARY SEWER UNHAND °KMDILAN OE APPROVAL N°R`s5B"EMs,Foa"PDALL Ews� a1aAe°ERE�a;R:s;No�os:sR AND°�DEPTHS 0E5, Na�EME�TPR TIDES Z:
OLIVE ARCHITECTURE DUKE HOSPITALITY, LLC (AANCPE,NCPLSOR NCR,-AB REQUIRED)SHALL SUBMIT ONE(,ON 1>SETOF AS-BUILT DRAWINGS TO THE PUBLIC WORKS DEPARTMENT-DEVELOPMENT REVIEW FOR REVIEW AND 26493
F. THOMAS MURPHY KETAN PATEL STEPHEN BALLENTINE, P.E. MARTIN WEBB UIREDFORREV'EIWANDAPPR00 ASPARTOFTMETER NsRUC NDRAWINGAPPR°°A`PROCESS.T°B°HE°U`EF`°WTEST°RT°°BTAINCURRENTSYSTEMDATA,COMP`ETND/OR SANITARY SEWER SERVICE CONNECTION AND PRIOR TO ISSUANCE OF A CERTIRCATE OF s FR6-022��=
REQUIRED aow.ASPx)wIO �%;ti G/NE ,,404B
436 N. HARRINGTON ST, STE 140 200 GATEWAY BLVD 353 E. SIX FORKS ROAD SUITE 230 5410 TRINITY RD. STE 102 IF A METER,OR LARGER IS VALANDPRIORTOCOMMENCINGWATERMAININSTALLATION CONTACT WATER MANAGEMENT AT 5604381 PRIOR TO THE CONSTRUCTION OF THE °ADLT'°°ER"YTHE YPEA"°DIMErvBIGrvB°"HE"EER. -"ryF� »l,;"°`
6. AN NCDOT OR env OF DURHAM
Y PERMIT IS REQUIRE.
RALEIGH, NC 27603 ROCKY MOUNT, NC 27804 RALEIGH, NC 27609 RALEIGH, NC 27607 PROWAGIMDM,DSTANDARDS
ARARE
TOBE USED,
SSEE
CITY
OF DURHAM
PROJECTSHALLBEGOVERNEDBYTHE9INIMDMGTANDTCENTErHEMSEWn11^.
HAM(CITY)REFERENCE GUIDE
PH. [phone] PH. [phone] PH. [phone] PH. [phone] ENT(RGD)ANDANYLE R TOINDUSTRY(POSTED ON THE GINS WEBBIRE)THAT ARE'N EFFECT THE DATE CONSTRUCTIONDRKMGs"aE'RSTREIVED FOR REVIEW BY THE CITY
URO(W)(SOWS]])REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR HEc,MODELS.FOR EACH SCM,
AS APPLICABLE.STAGE-STORAGE RELATIONSHIP AND INFLOW AND [e-mail] [e-mail] ( [e-mail] [e-mail] REQUIRED,HYDRO/C.,HYDRAF`OWS ARE HYDROGRAPHS,ANRED.ALL TABULATEDD PONDPADKDATA ARE COMMONLY USED AND RECOGNIZED SOFTWARE PROGRAMS
10. METHODOLOGY
ACCEPTED
REQUIRED FO ALONS.SHOWING THE LIMITING DISCHARGE, L
WS)ASSOCITN CORMEASURE(S)EVELWRITTE.CONSTRUCTIONOF`HE`EVELOPMEN;ISNOTED'o wo o REPLACEMENT
THE
ER ALTERNATE EwTHCITYLORMNTPER
,�����, _ FINANCIALAPPROVAL OF THE CONSTRUCTION DRAWINGS IF A SHALL SUBMITASEALEDENGINEER'SCONSTRUCTIONCOSTESTIMATEFOREVERYBGMPROPOSEDINTHEDEVELOPMENTPRIORTO
SITE DATA TABLE REESIIS MISIIPROVIDEDBY HECE TTAINR��„EER,IIS�o�RED.THEAsBUILTCERTIFICATIONSHALLBESUBMITEDIN
SuPA(Y a eB ILTP o PROGRAM
REFERENCESUMS IN THE al, DURHAM OF THE GUIDE FOR _
PIN NUMBER 0821-16-846824 noNTH)sHAua gpPaovEO BvrnEsroamwA ER DEVELOPMENT REVIEtvosECT OEN PRIors�olssuANCE OFnrv�FHrvALcErtTIFlcAres DE
WITH 9Sew Right For You REVISIONS'
PARCEL ID 119548 THIS PROVIDED CONSTRUCTION SECURITY',CERTIFICATES OF OCCUPANCY/COMPLIANCE CAN BE ISSUED FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE MTH CITY REQUIREMENTS.
ADDRESS 3114 HILLSBOROUGH ROAD,DURHAM,NC 12.THE EYE(SCM). ES MwuLNTRACTOR"ALL e[corvsrau`E A cTED IRNIrIAL ASAs oM[ONSTRUCTION MTING TATIorv'TH THE STORMWATER Ary[so orvTRODeVELOPMENT(sa[c)o[vICEETo[corvv[aTEo oAPERMnN[NT VIEW SECTION PRIOR TO COMMENCING
WORK
ALATER M[RTH ATER CONTROL D,
27705Ea
TOTAL SITE AREA 1.10 AC TOWNHOME AND DUPLEX RESIDENTIAL DEVELOPMENTS THAT ARE MAKING USE OF W
1BUSINESS DAYS PRIOR TO THE DESIRED MEETING DATE.THIS IS IN.DITION TO OTHER PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL.ENGINEERING INSPECTIONS,ETC.
THREE(3) m R. £j N
y TO RECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELOPMENTS OTHER THAN SINGLE FAMILY NUTRIENT BANKS OR THE APPROVAL OF THE SITE PLAN/PRELIMINARY PLAT IS CONTINGENT UPON THE PURCHASE OF NUTRIENT IF A REVISED SITE PLAN/PRELIMINARY PLAT IS SUBMITTED R
EXISTING ZONING 01 THIS THE REVISED SITE PL./P..1.W PLAT WILL BE SUBJECT TO ANY ORDINANCES IN PLACE AT THE TIME OF THE REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION,PRIOR TO E CO M .1 7 5 1 m p
? BANK LEDGER IF
OVERLAY DISTRICT NONE
T m
EXISTING USE VACANT )ck Shop , OM(S) EONSAPPROVAL OF THE SITE PLAN/PRELIMINARY PLAT.A I,'RUCSO MEETING SHALL BE SCHEDULED WITH CITY STOTMSTER IN ACCORDANCE WITH THE STANDARD I PUBLIC WORKS STORMWATER ; z
k J °�
..PRIORTDBEGINNINGDDNB,RDDnpNDFTHEB
OE
PROPOSED USES AND FLOOR AREAS fvL '' I NOTE ON THE PLANS.THIS MEETING SHOULD BE SEPARATE FROM THE ENGINEERING INSPECTIONS'PRECONSTRUCTION MEETING AND SCHEDULING IT IS T.RESPONSIBIL,OF THE
AWNEF-BUVELOPEIENGINEER.THE MEETING MUST BE ATTENDED BY THE PROJECT CONTRACTOR RESPONSIBLE FOR SCM CONSTRUCTION,THEOT BEIST ENGINEER WHO HAS BEEN SECURED TO PROVIDE < Z Z
THE CERTIFICATION,AND THEGEOECHNICALENGINEER(REQUIREDWHENEARTHENDAMSINVOLVED).WATER/SEWERPERMITSWILLNOTISSUEDORWHENSUCHPERMITSARENOTREQUIRED. k O g °
dFINAL CONSTRUCTION DRAWING APPROVAL WILL NOT BE GRANTED UNTIL THIS MEETING HAS BEEN SCHEDULED. m m a Z`
HOTEL(WITH 95 SLIEST NO RESTAURANT,BANQUET,OR 9 7D a m 1s THE ISSUANCE OF THE BUILDING PERMIT IS CONTINGENT ON STORMWATER SERVICES RECEIVING AN APPROVED PLUMBING PLAN m JF 1
o- EnglrWUod Ave re m O O
ROOMS) CONFERENCE M. d Q co c ROOM. Frazee Carpet&Interiors I (n (-
TOTALFLOORAREA 59,272 SF 7 k GENERAL CONDITIONS oFaPPRRovAL W Z1, THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS,AS SHOWN ON FIRM PANEL 3720032100K DATED 10/19/2013., 2 m W Fm Z
PARKING REDUCTIONS Kitchens&Morel L& 2. L NOT BE USED AS MULCH OR GRHUNDCOVER WITHIN TEN FEET OF ANY STRUCTURES CONSISTING OF EXTERIOR COMBUSTIBLE CONSTRUCTION AS SPECIFIED BY 0 a V ZeQ 2'
DURHAM CIN CODE SECTION 06.87.
DEDUCT 10%(URBAN TIER) U •
3. LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE.CONTACT DURHAM CITY COUNTY PLANNING DEPARTMENT SITE
° H 7 mS-'H
DEDUCT 5%(BUS STOPS NEARBY) Panaderia La Loma a COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A RE-INSPECTIONFEE.PAYMENT MUST BE RECEIVED BY THE DURHAM CITY y °JLL N1
COMPLIANCE STAFF FOR INSPECTION,
OaaD ALL F = O°�m `II
O 6
°
0 Q
COUNTY PLANNING DEPARTMENT TO RE-INSPECTION.
¢ ¢ O
DEDUCT 5%(ADDITIONAL BIKE SPACES) 5. STREET TREE XOTE
CERTIFICATE OF COMI'MARY MO PPLIANCE,UNL'SS THE s MERE TREES MALL BE RANTED:PLAN,.HAS BEEN IN ACCORDANCE WITTREET TREES H TNG THE REQUIREMENTS OF HE REQUIREMENTS OF LIDO SEC.g� ION 9,8 SHALL BE PLANTED PRIOR TO THE O = ° QFLL Q
QEmerald Gardens Q O x ZO LL
o�iPAN,SEC.IanILIUDMEASURES SHALL BE SHIELDED
LDEDISODHAT THEY Dr LIGHTOCAST DIRECT
LIGHT BEYOND
THEPROPERTIES RTY LIE.IN ACCORDANCE
MOTOR WITH ESEeTANDARDS:AND SHALL BE Z b' (It LL OT ,°
1.25 -SPACES/ROOM0% EXTI ROOMS 9119 ' PROPERTY LIVE IN accoROANCE WITH THESE STANDARDS: LL 0
MIN.REQUIRED PARKING SPACES-20%REDUCTION(23)=98 SPACES ! H///g LL ° p°° °
(MINIMUM) 1 fOU COTrvDLEs.SI THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT 0
L
a 9hRa R FOOT CANDLES AT ANY ONE POINT SHALL MEET THE STANDARDS IN THE TABLE IN UDO SECTION 7<WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON 0 0
MIN.REQUIRED HANDICAP THE PAVEMENT WITHIN THE LIGHTED AREA.D� oAsraEEr is s.O FOOT CANDLES. U m
3 STANDARD HC+1 VAN HC=4 TOTAL Al9Lawndal( •
PARKING FIXTURES(FIXTURES DESIGNED TO INSURE THAT NO LIGHT IS EMITTED ABOVE HORIZONTAL LINE PARALLEL TAHOE GROUND) '
PROPOSED PARKING •
Talbert Building Supply p I BSHALL BE 30 FEET ABOVE DEFINED AS FIXTURES DESIGNED TO ALLOW LIGHT TO BE EMITTED ABOVE A HORIZONTAL LNE PARAJ.EL TO THE GROUND,MI SHALL BE 15 FEET ABOVE GRADE.MEASURED TO THE TOP OF THE IXTURE FIXTURE MEASURED TO THE TOP OF THE S. ARE
Cr
STANDARD 74 B SURVEY(BY USE OF PHOTOMETRIC SURVEY)PRIOR TO THE CERTIFICATE OF COMPLIANCE BEING ISSUED.ALL OF THIS INFORMATION,INCLUDING DETAILS,
CI V''
COMPACT 19(19.5%) b GE 7 TO ISSUANCEOF BUILDING PERMIT. QI
QI
VAN-ACCESSIBLE m N 7 EIGHT SHALL BE ESTABLISHED PRIOR TO THE COMMENCEMENT OFBUILDING CONSTRUCTION ACTIVITIES.THESE N.
I ROADWAYS. FIRE NOTES TO BE INCLUDED 01,1 COVER OFROADWAYS
SSHALL BE EXTENDED WITH THE DRIVING CAPABLE of PROGRESS
ASTRUTION SO THAT CC
NDOEHCLEW
HANDICAP f-• �m Food Lion •1.1.ALL POINTS AROUND THE 5EHERCIEIT ERTMPORARYONSPE PERMANENT,ARE
GREATER
OG ETHAN
ANTIAN FEET
AV DISTANCE
EFR PROMAASI000 AY. 2 Q
STANDARD HANDICAP 3 AR S 7 of STANDARD SIZE AND LETTERING SHALL BE PROVIDED AT THE INTERSECTIONS OF TEMPORARY OR PERMANENT ROADWAYS AND SHALL REMAIN IN
PLACE UNTIL REPLACED BY PERMANENT SIONS, Z
TOTAL 97 7 0147 O The Hair P CONSTRUCTION FENCING OR OTHER B.RIERS ARE TO BE PLACED BETWEEN THE ROADWAY AND THE HYDRANTS,WITH MINIMUM 3 FEET WORKING CLEARANCE AROUND HYDRANTS.HYDRANT SERVICE
MIN.REQUIRED LOADING 1 D °
SPACES: .. •3.1.ALL POINTS AROUND THE MTER OF BUILDING UNDER CONSTRUCTION Is No GREATER THAN 500 FEET TRAVEL DISTANCE FROM A HYDRANT,
LOADING SPACES - VICINITY MAP B. i+s(FDc),EITHER TEMPORARY OR PERMANENT ARE NO GREATER THAN sO FEET TRAVEL DISTANCE FROM AHYORANT. 0 U
PROVIDED: 18,1.A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF A LAND-DISTURBANCE PERMIT.
( ) Sheet List Table NTS C7.8 DETAIL SHEET B B DV HasALarvD DISTURBA9.1.SOLID WASTE CAPACITY AND FREQUENCY OF TA PERMIT'N WILL BE$UFr OIERTToR BORROW SITE IS UTILIZED.THEN IRE DISTURBED eA FOR PReverv"T.RIU ILLEGAL PLACEMENT OFW SITE MUST•RASHLUDED IN THE LAND-ANOREwcLABLesDlsruaearvw PLAN AND PERMIT UNLESS THE
0 R
1/15 ROOMSX95 ROOMS). 0
MIN.REQUIRED BICYCLE ADD BIKE SPACES FOR PARKING REDUCTION: C7.9 DETAIL SHEET W Z
PARKING 5 VEHICLE SPACES X 6=30 BIKES Sheet Number Sheet Title
7+30=37 BIKES REQUIRED(UDO 10.3.1) C7.10 DETAIL SHEET
CO.0 COVER SHEET 1 CERTIFICATE OF OCCUPANCY IN A MANNER THAT DES(WHERE APPROPRIATE)Bur AS DOT LIMITED TO N H
. WI L ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH NCDOT AND CITY OF DURHAM STANDARDS AND C7.11 DETAIL SHEET W
PROPOSED BICYCLE J
38 C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONAL RIGHT-OF-WAY NECESSARY TO Z
PARKINGLIJ
WITH OTHER PROPOSED ROADWAY IMPROVEMENTS AND BIKE carves.THE APPLICANT A
BUILDING CONSTRUCTION IDEWALK CONSTRUCTION.
C2.0 SITE,SIGNAGE,AND PAVEMENT MARKINGS PLAN C7.12 DETAIL SHEET 1' CONTACT THE CITY oLAN IS SHHcweC.ACwOF DURHAM AND/OR NCDOT ENCROACHMENT
PERMIT
RAPRE REQUIRED
PRIOR
CONFERENCE ANY
CONSTRUCTION.
VISITAFTER
OBTAINING
o Ary THE
C
YPE I-6 O T
TYPE C2.1 TRAFFIC AND PEDESTRIAN CONTROL PLAN C7.13 DETAIL SHEET ON THE PROPOSED SIDEWALK. I U y
MAXIMUM ALLOWED 90' C2.2 NCDOT CONTROLLED ACCESS BREAK PLAN E i CO BUILDING HEIGHT
FROM LOWER LEVEL FFE TO TOP OF ROOF C3.0 GRADING AND DRAINAGE PLAN Cl)PROPOSED BUILDING DECK=82'A" ) 3CC
HEIGHT MAIN LEVEL FFE(HILLSBOROUGH RD)TO TOP C3.1 SCM DETAILS
illOF ROOF DECK 70'-0" W
C3.2 SCM DETAILS
BUILDING STORIES 8 TOTAL(INCLUDES BASEMENT) I- g
C3.3 SCM DETAILS BOARD OF ADJUS MENT C•NDITIO OF AP''OVAL: : 000019'
EXISTING IMPERVIOUS D 0
0.002 AC
E AREA
C3.4 SCM DETAILS R
PROPOSED ONSITE 0.924 AC=40,250 SF(INCLUDES 0.050 AC A.TO ADDRESS NEIGHBORHOOD CONCERN RELATING TO HARMONY,THE HOTEL FACADES FACING NORTH AND EAST SHALL HAVE BRICK MASONRY IN TWO VERTICAL N 3
= IMPERVIOUS AREA IMPERVIOUS CONTINGENCY) C3.5 SCM DETAILS ELEMENTS REACHING UP TO THE SEVENTH FLOOR,AND THE ENTIRETY OF THE BASEMENT LEVEL AND THE FITNESS CENTER ON THE NORTH SIDE OF THE HOTEL SHALL BE
8 CLAD IN BRICK AS WELL
O BUILD-TO ZONE 15'MAXIMUM BUILD-TO STREET YARD C3.6 SPOT GRADING PLAN Ill o
LI y TREE COVERAGE DATA N/A C4.0 STAGE(EROSION CONTROL PLAN B. TO ADDRESS THE NEIGHBORHOOD CONCERN RELATING TO BUILDING HEIGHT,IN REGARD TO THE ROOF SCREENING FEATURES REFLECTED ON SHEET SD6 OF THE HOTEL ,% CE
SITE PLAN,THE HEIGHT OF THE CENTRAL ROOF SCREENING FEATURE SHALL NOT EXCEED 10,10"IN HEIGHT FROM THE PARAPET.THE ROOF SCREENING FEATURES ON V Z
TIER URBAN C4.1 STAGE 2 EROSION CONTROL PLAN THE EAST AND WEST SIDE OF THE ROOF SHALL NOT EXCEED 6'-3"IN HEIGHT FROM THE PARAPET. Q C.
g CITY LIMITS YES C.TO ADDRESS NEIGHBORHOOD CONCERNS REGARDING CAR HEADLIGHTS,THE APPLICANT SHALL,SUBJECT TO APPROVAL BY NCDOT AND CITY OF DURHAM,PROVIDE A J 0
_ C4.2 NPDES PLAN BRICK WALL AT LEAST THIRTY-SIX INCHES(36")TALL AND THE WALL WILL BE LOCATED ABOVE THE+/-4-INCH CURB AND APPROXIMATELY 4-INCHES OF ADDITIONAL �^L (0
RIVER BASIN ELLERBE CREEK/FALLS LAKE/NEUSERIVER C4.3 NPDES NOTES AND DETAILS GRADING OUTSIDE OF THE PARKING LOT FACING EAST.THIS WALL SHALL BEA MINIMUM OFSIXTV FEEL(60')IN LENGTH FOR SCREENING THE EASTERN END OFTHE I.L 0O
WATERSHED FALLS LAKE(OUTSIDE OF F/J-A AND F/J-B) PARKING LOT FROM THE DUMPSTER ENCLOSURE TOWARDS THE SOUTHEASTERN CORNER OF THE PARKING LOT NEAR HILLSBOROUGH ROAD AND SHRUBS/LANDSCAPING 111
C5.0 UTILITY PLAN THAT IS APPROXIMATELY THREE FEET TALL ALONG THE EASTERN EDGE OF THE VEHICLE USE AREA AS SHOWN ON SHEET C6.1 OF THE HOTEL SITE PLAN.IF APPROVED BY ILI 0
DISTURBED AREA 105 AC=71,874 SF NCDOT,THE EASTERN SIDE OF THE WALL SHALL BE SUPPLEMENTED WITH SHRUBS AT INTERVALS ALONG ITS LENGTH. Z J
C5.1 WATER MAIN PLAN AND PROFILE
0 ENGINEERS NOTE:THIS WALL TO SERVE DUAL PURPOSE AS NCDOT CONTROLLED ACCESS WALL WITH 48"MINIMUM HEIGHT. Z
A C5.2 SANITARY SEWER PLAN AND PROFILE
ON' EXISTING IMPERVIOUS: C5.3 SITE LIGHTING PLAN D.EXTERIOR LIGHTING LOCATED TO THE EAST OF A LINE BISECTING THE PROPERTY NORTH AND SOUTH AT THE EASTERNMOST FACADE OF THE BUILDING SHALL CONSIST OF ^FIXTURES OF NO MORE THAN 50 WATTS AND 3000 DEGREES KELVIN MOUNTED ON POLES APPROXIMATELY 12 FEET IN HEIGHT,PROVIDED THAT IN THIS AREA AT A PLACE ^
ONSITE: 0.002 AC(0.18%) SUPPLEMENTAL LIGHTING PLAN APPROXIMATELY 40 FEET SOUTH OF THE TRASH DUMPSTER,THERE MAY BE ERECTED A FIXTURE ON A POLE APPROXIMATELY 25 FEET IN HEIGHT.THIS 25-FOOT FIXTURE L7
SHALL BE OF NO MORE THAN 50 WATTS AND 3000 DEGREES KELVIN,OR NOT MORE WATTAGE AND COLOR THAN IS NECESSARY TO SATISFY THE MINIMUM LIGHT LEVELS
OFFSITE: 0.075 ACIN FOOT CANDLES REQUIRED BY THE UDO.EXTERIOR LIGHTING LOCATED TO THE WEST OF THE ABOVE-MENTIONED LINE MAY CONSIST OF FIXTURES MOUNTED ON POLES
SUPPLEMENTAL LIGHTING DETAILS APPROXIMATELY 12 FEET IN HEIGHT OR ON FOUR POLES OF APPROXIMATELY 25 FEET IN HEIGHT.THESE 25-FOOT FIXTURES SHALL BE THE LOWEST LEVELS IN TERMS OF CITY OF DURHAM DATE:
TOTAL: 0.077 AC WATTAGE AND DEGREES KELVIN NECESSARY TO SATISFY THE MINIMUM LIGHT LEVELS IN FOOT CANDLES REQUIRED BY THE UDO.ALL FIXTURES WHEREVER LOCATED PUBLIC WORKS DEPARTMENT J U N E 2,2023
C6.0 LANDSCAPE PLAN SHALL BE SHIELDED IN ACCORDANCE WITH DUKE ENERGY STANDARDS TO PREVENT LAMP GLARE FROM BEING VISIBLE FROM NEARBY RESIDENCES.ALL FIXTURE, APPROVED
0 PROPOSED IMPERVIOUS: C6.1 PERIMETER V.U.A.AND TREE CANOPY PLAN SHIELDING AND POLES SHALL BE THOSE AVAILABLE FROM DUKE ENERGY.
ONSITE(INCLUDES 0.05 AC E. NO HOTEL EMPLOYEES OR CONTRACTORS SHALL PARK ON ENGLEWOOD AVENUE,OR ON ANY OTHER STREET NORTH OF HILLSBOROUGH ROAD AND EAST OF HILLANDALE ENGINEERING: DATE DESIGNED BY: SJB
0.924 AC(83.8%) C7.0 DETAIL SHEET ROAD.
IMPERVIOUS CONTINGENCY): F. OTHER THAN BREAKFAST NO FOOD SHALL BE PREPARED ON SITE AND BREAKFAST IS LIMITED TO PATRONS OF THE HOTEL. STORM WATER DATE DRAWN BY: LAF
OFFSITE: 0.244 AC C7.1 DETAIL SHEET G.NOT GUEST ACTIVITIES ON THE OUTDOOR BALCONY AREA(S)SHALL BE PERMITTED AFTER 11:00 P.M. TRANSPORTATION DATE CHECKED BY: SJB
H.RETAINING WALLS AT THE EASTERN AND NORTHERN SIDES OF THE PROPERTY FACING NEARBY RESIDENCES SHALL BE CLAD WITH BRICK.
0 TOTAL: 1.168 AC C7.2 DETAIL SHEET I. TRASH DUMPSTERS AND UTILITIES SHALL BE COMPLETELY SCREENED FROM VIEW OF NEARBY RESIDENCES WITH A BRICK TREATMENT. WATER MANAGEMENT DATE PROJECT No. 2022075
I. HOTEL WINDOWS SHALL BE 32%TINTED TO REDUCE LIGHT EMISSION FROM WITHIN THE BUILDING.
q81 NET IMPERVIOUS INCREASE: 1.091 AC C7.3 DETAIL SHEET K. THE BUILDING SHALL NOT BE UP-LIT. DATE DRAWING NY.
e C7.4 DETAIL SHEET L. THE NORTHERN STREET YARD SHALL INCLUDE PLANTINGS OF CANOPY TREES WHICH AT MATURITY SHALL SUBSTANTIALLY SCREEN THE LOWER LEVEL OF THE HOTEL
w BUILDING FROM NEARBY RESIDENCES. SCALE: AS SHOWN
e ` C7.5 DETAIL SHEET M.THE EXTERIOR SURFACES OF THE BUILDING SHALL EMPLOY A COLOR PALETTE OF EARTH TONES. SHEET NO.
G.
\ C7.6 DETAIL SHEET ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF DURHAM, CO O
KNOW WHAT'S BELOW. C7.7 DETAIL SHEET NCDEQ AND NCDOT STANDARDS,SPECIFICATIONS,AND DETAILS
CALL 811 BEFORE YOU DIG.