NCC233640_Site Plan or Location Map_20231211

PARCEL ID: 106376 1. FEMLCODSTUDNSOFAPPED:PRO E.ESTATE sO PAGE9Brva srauc LIKES FILLS, �1��11rrry�
,. FEMA FLOOD STUDY NOT REQUIRED:PROPERTY Is NOT LOCATED N A 109 YEAR FLOOD,.PER FEMA FIRM 37290e2290K,EFFECTIVE tDn9rzDla. p�tN C ARO�,,,
2. FIFTY 3. EMBANKMENTSWN we OBSTRUCTIONSiN PERMITTED URRHWITHIN I,THE PLA NINGD EXCEPT ACCORDING comvsnrvcE STAFF ATTHE NHE COMPLETION OF CONSTRUCTION AND LANDSCAPING TO REQUEST AN ��� E.SS/��$9�
CONSTRUCTION D RAW I N G S NORTOUSEOTTMTYORGRHDD�EASEMENTEXCT WIDE CRY OF DURHAM PUBLIC STREET EASEMENT,SUBJECT TO FEET OF STRUCTATED INTURES SESE°NBISTNGGFEIN TERIDR�MBDBrIBLE�rvsTRDQnQNASBpEQIFIEDBYDDR�MCRY 8
PINE SooESEHALLNION OBEUG
5, APING,MUST BE IN PLACE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF COMPLIANCE.CONTACT THE DURHAM CITY-COUNN PUNNING
19464
TOSPENT SITE COMPLIANCE STAFF TO SCHEDULE AN INSPECTION.SITE COMPLIANCE INSPECTION FEES MUST BE RECEIVED BY THE DURHAM CITY-COUNTY PLANNING DEPARTMENT PRIOR k 4:
DULNGANINSPECTION FARE.INS ADDITIONAL INSPECTION FEE MUST BE RECEIVED BYTHSOFFICEPRIORTOTHERE-NSPECTION $y Fy �� a:
5. CERTIFICAT"EOFCOMMiPLIANCEBEIINGISSUE�SUBMITTOTHEDURHAMCITvCOUNYPLANNINGDEPARTMENTLSITTECOMPLIANTCESTAFFWHENSCHEDULIINGASITECOMPLIANCEINSPECTIONE �,c�GiNF.�P,�•
WORD EMPOWERMENT H R H MPNRw$NDORONLAPERRECOF2'FORTREECPLANTINOGARI EGTGBDLTEGTREBOLTBaREATTAQHEOFAPPL 6.1 z. BE ERE WAS AND POSTING BEDS HAVE D ON TESTED FOR INFILTRATION
11/16�1013
AS
.HERE was No LANDSCAPE Fasalc USED ON SITE
TREE PREPARATION:A RAINSATADEPTH OF2 FOR
E ROOT COLLAR OF LL TREES HAS BEEN EXPOSED AND IS FREE FROM SOIL,DEBRIS AND MULCH
TRUNK6 2 2. GIRDLING ROOTS HAVE BEEN CUT AWAY FROM THE PLANTING MIX
5.3 TREE 63.1. TREES ARE INSTALLEDWITH ROOT COLLARS EXPOSED AND COMPLETELY ABOVE GRADE °
6.31. TREES AND
ANTS
D WITHIN TWO DAYS OF
AS BEEN
IN A WEEK ON INSTALLATION
2403 LEDNUM STREET, DURHAM ) NORTH CAROLINA 27705
BEEN V ONLY ERIFIED TO BE HE B ADDRESS SPECIFIC ISSUED AME3PEDIEBANQDDLTNAaAs°�D°N PLANS ANYSDBBTITD,ON SUBSTITUTIONS, ACCORDANCE wI HTHE LANDSCAPE MAINSAIL,IF APPLICABLE,ARE
E
u E If
6.5 RESULTS OF SOIL TESTS FOR 6.6 RATES OF CHEMICAL .I
OF
AND FERTILIITTYADJUSrnrervrs),IIFF APPLICABLE ARE ALnnrcaeo AC F ? 2
7 N ACCOrsNANCER1NEQu MODIFIC UDO ATIONS
OF LIDO SECTION
9.11.PLANTED PRIOR TO THE ISSUANCE OpacERnFICATE OF COMPLIANCE,UNLESS THE PLANTING HAS BEEN
DURHAM COUNTY MEETNGTHEREQ�IREMENrsoF�ooESE OF
ssBz:Iz A�DB3,QAs�LLBEPLANTED
rI E~I����a�oaRo�aR ISSUANCE OF
s;ICOMPLIANCE,
� �E;a;o�PERM D _ ce
POSTPONED
BEEN POSTPONED IN ACCORDANCE WITH THE REQUIREMENTS'OF LIDO SECTION 9.11.0 �,WV.,Cry m
AND 20 FEET UDISTURBEDLADSCAPEBUFFERS.NOC E GE AREAS(U00 CLEARING ON83 DNGOTHERTHANSELEQ doom o a
i'DI. PRESERVED TREE COVERAGE AREAS SRUCTION IN PRESERVED TREE NHALL NOT BE USED FOR ACTIVE RECREATIONAL PURPOSES.EXCEPT FOR UNPAVED WALKING PATHS AND FOOT TRAILS CONSTRUCTED WITH MINIMAL 1= (V ty
DISTURBANCE OF TREE ROOTS AND EXISTING VEGETATION.NO TREE EIGHT INCHES OR GREATER SHALL BE REMOVED FOR THE CONSTRUCTION OF TRAILS.SITE PLAN APPROVAL IS V, y.. t_ ,,,V V
10.2. ANY PRESERVED TREE COVE..AREA NO EASEMENTS EXCEPT RVED TREE COVERAGE AREAS. Z W u~ F Gt O
IV R• LAND SURVEYOR: 11 CONSERVATION,
GRECOWS AND
LANDSCAPE
EASSREQUIRED FOR CONSTRUCTION OF TRAILS IN EMENS,SHALL
BE DEGRADATION TREE
CADMOIEAREA RTHEDURATION OF THE MUST BE PRIOR TO �m¢ W �O���
OWNER: ARCHITECT: CIVIL ENGINEE LANDSCAPE ARCHITECT: ANY DEMOLITION, CONSTRUCTED
N PERMIT Q U FENCING ° �� ° m m m
SHALL NOT TREE PERIMETER SIGNS SPACED A MAXIMUM OF100 y, N Z S Z==Q
FEET ON CENTER THEREAFTERCEACH SIGN SHALL READ"NO SRESPASSING/TR E PROTECTION AREA�AND EPROHISIOOTENTRAR/ZONAPROPECTORA PARA LOSAREOLES"M c Tr 0 Tn 0 CO U)I
WORD BURDETT AND ASSOCIATES TIMMONS GROUP TIMMONS GROUP TRIANGLE SURVEYORS ZOOF NE(MO VERYIN HOFDI ME a"3HEDEASTDGHT(DBE3T°BEPREGERVED WHICHEVER ERISG EATER.QNEB"ALLE"HERBEA3IX-`°QTR RADIUS
PROTECTION EXISTING N Z
13. a THE START OF GRADING INVOLVING THE LOwERFNG OFF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL A CLEAN,SHARP,VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE W O 00°
EMPOWERMENT, INC. ARCHITECTURE, INC. 5410 TRINITY ROAD, SUITE 102 5410 TRINITY ROAD, SUITE 102 3715 UNIVERSITY DRIVE E'�E FMAPRACEo'°MPIM�F°°' � 0 W
WASTE,FILL,OR PARKING OF EQUIPMENT SHALL BE ALLOWED WITHIN THE ROOT PROTECTION ZONE AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY'OF THE ROOT d
09
2403 LEDNUM STREET PO BOX 97216 RALEIGH, NC 27607 RALEIGH, NC 27607 DURHAM, NC 27707-2646 PR°EECaas]ONaNG THE G°NBTRU IDN,LTEESRIGN.oa D G w w DEMOLITION OF STRUCTURES SHOWN ON THIS SITE PLAN SHALL BE IN ACCORDANCE WITH CHAPTER 33 OF THE 2016 NORTH Z
15. ABEDIMENTATION ENDD.H IONCONTROLPLAN MUSTBE EIMITTEOAD AePPIROVEDPRIORTO THE ISSUANCE OF ALWD-DISNRB,NNCE PERMIT.IFAN OFFSITE SOILTPOIL OR BORROW IS rn
DURHAM, NC 27705 RALEIGH, NC 27624 RICK BAKER, P.E. JON BLASCO, PLA, ASLA RONALD CARPENTER, PLS LAND-▪TRBANEPIERMIT. aEAEQRTHEBPDI BQRRQWBITEMDBTBENDLLIDEGNTHE AND-0IBTDRBANQEPLANADPERMITDrvLEBBTHEBPQILIBQRRDWBITELREADYHABA
LAND-DISTURBANCE g W
DR. JAMES L. SPENCE DAVID BURDETT, AIA [e-mail] [e-mail] PH: [phone] 17 WASTE
CONTAINMENTC/1FACITYADCOLLECTONFREQUENCY WILL BE SUFFICIENT TO PREVENT THE ILLEGAL PLACEMENT OF TRASH ADRECYCLABLEB.
PLACE RELATED TO THE CHANGES IN THIS SITE PLAN WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES(ANSI 117.1-2009 AND CHAPTER 11 OF 0
°C)UNLESS AND EXCEPT N AREAS WHERE AN APPROVED STATEMENT FROM A SITE ENGINEER SURVEYOR OR ARCHITECT VERIFIES THAT SITE CONDITIONS EXIST WHERE THE Z
919-824-6328 [e-mail] PH: [phone] PH: [phone] TOPOGRAPHY OF THE SITE IS EXTREME AND Q YALTERNATEMETHODSOFCOMPL'ANCEAREPDSSIELE. L0
PUBLIC WORKS CONDITIONS OF APPROVAL:"L i
PH: [phone] LIANA ED)SHALLSUBMTTHREE(3)SETSOFCONSTRUCTIONDRAWINGSTOTHEPUBLICW°RKSDEPARTMENT-DEVELOPMENTREVIEWFOR
REQUIREDCONSTRUCTION PROCESS).THE F
D.• WINGS IS SEPARATE FROM SITE PLAN APPROVAL.CITY FFICIALS SFNLL REVIEW ALL VRTQDQMME.MATERIALS,
SLOPES.LOCATIONS,LOT CONSTRUCTION...IONS AND
DEPTHS
PTHSFORA ROPOSED UTILITIES.(WATERLINES.
°
2SANITARY SEWER LINES AND PROFESSIONAL
E'er',NCPLSO NO LIONS REEQUIRED)SHALLS'BBMMRo WITH
ALL
APPLICABLE AS--BTT DRAWINGS ro °RNauc WORKS DD a FOR ALL
BEST EEVELio MANAGEMENT
REVIEEW FORS REVIEW AND w N N N N N
APPROVAL.AS-BUILT DRAWING APPROVAL IS REQUIRED PRIOR TO WATER METER INST.LATION AND(OR SANITARY SEWER SERVICE CONNECTION AND NQY ft
ISSUANCE OF A '4�omL
3. IF A METER 2.OR LARGER IS PROPOSED,CONTACT WATER MA.GEMENT AT 919-56041381 PRIOR TO THE CONSTRUCTION OF THE R"ADLTTDNeR HE peANDDIMeNBIDNBQF HE METER 4. WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROV.AND PRIOR TO COMMENCING WAIER MAIN INSTALLARON. a ° 0 0 0 0 7
5. SEWER PERMIT.QUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING SANITARY SEWER MAIN INSTALLATION. z
0
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 APPROVED.PART OF THE RANCID PLAN DURING 5 DATE
CONSTRUCTION DRAWING REVIEW.THESE PIPES ANDLOR S MAY NOT BE INSTALLED PRIOR To CONSTRUCTION DRAWING APPROVAL AND PAYMENT OF INSPECTION FEES. �
7. AN NODOT OR A CITY OF DURHAM DRIVEWAY HERMIT IS REQUIRED. 2 04/25/2022
8. PROWAG STANDARDS ARE TO BE SITE DATA TABLE 9. FORFOR RAMPS IE IT NIGHT.EXISTING IS ON HEDENIGDEVELOPEDANING REASWITHSMALLROWS(DOWNTOWN,ETC)TI3RECOMITY OF DURHAM CURB CUTS DETAILS MEDEDSPEUPlCRAMPDETILSAR„N NEEDED CONSTRUCTION BURDEN 0 DRAWN BY
DDRAMPQEAILSaaENEE E TQPaEVENTD NS aDQn rvDELAYS.HE Da ENT° r
PIN NUMBER 0822-6951-2048 ; _ - �- - ` IN
PERMIT,PLEASE CALL CITY OF DURHAM ENGINEERING INSPECTION OFFICE la.% . . , , • A CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED PRIOR TO ANY DRIVEWAY CONSTRUCTION ON PUBLIC RIGHT-OF-WAY.SUBMIT PLANS FOR DRIVEWAY PERMIT APPROV.TO THE DURHAM
SERVICES CENTER PUBLIC WORKS DESK.A,ER OBTAINING THE CEATsseOeazB PRIOR To START of coxsmucn ELONnErvT
PARCEL ID 106376 _ - T AT 9192204750 FOR REQUIREMENTS. OrvV ova NcooT 332
2403 LEDNUM STREET . D _ -'- - EPARABQN NOTES. • DESIGNED BY
ADDRESS DURHAM,NC 27705 ! 11.1. HORIZONTAL AND VERTICAL SEPARATION
_ • „ i
+ • R.BAKER
TOTAL SITE AREA 1.850 AC
N rvDI RBeO EARE E TH HELF L NT Teo,• • • 1 • .�• I 0 I T BA IS u sTU s acA
BY
EXISTING ZONING RU-MON▪ONE SIDE OF THE SANITARY SEWER AND AT AN ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 16 INCHES ABOVE THE TOP OF SEWER
• CHECKED
11.1.2. WATER AND •
•E.�-. - - F FERROUS PIPE COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 PSI TO ASSURE
DEVELOPMENT TIER URBAN 10,-�„ _ rPlill - • R.BAKER
_ 11.1.3. DED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.A'NCH VERTICAL SEPARAnoN SHALL BE PROVIDED
EXISTING USE PLACE OF WORSHIP Q L _ C.
11.1.4. - NS(OR PRESSURE SEWERS),THEMAN SHALL BE CONSTRUCTED OF
BETWEEN STORM SEWER AND WATER MAINS.
• • SCALE
PROPOSED USES AND FLOOR AREAS OP PIPE AND A CONCRETE COLLAR SHALL BE PouRLUa500NO WATER MAINS AND STORM SEWER TO IMMOBILIZE THE CROSSING. AS SHOWN
EXISTING BUILDING FLOOR AREA=Ml.920 SF R I 1z21 E OF THE •
PROPOSED BUILDING FLOOR AREA=5,700 SF SANITARY SEWER.THE CROSSING SHALL BE ARRANGED SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS. •
(INCLUDES 1,309 SF ASSEMBLY AREA) 12.2.2 WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED.
PLACE OF WORSHIP TOTAL FLOOR AREA=7,620 SF - THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATERTIGHTNESS PRIOR TO BACXFILLNG •
THE TOTAL COMBINED AVAILABLE SEATING IN THE ASSEMBLY AREA I j oR
CROSSING,MEASURED
(EXISTING AND PROPOSED BUILDINGS)IS 1,309 SF. j I .
PARKING REDUCTIONS PROJECT SITE AIA 1. + (THE TOTORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BE GOVERNEDBY THE MINIMUM STANDARDS OF THE MOST RECENT EDITIONTHE CITY OF DURHAM REFERENCE GUIDEFOR
• ENT(ROD)AND ANY LETTERS TO INDUSTRY(POSTED ON THE CITY'S wEBSITE)THAT ARE N EFFECT THE DATE CoxsmucnaN DRAWINGS ARE FIRST RECEIVED FOR REVIEW BY THE CRY
DEDUCT 15%(ADDITIONAL TREE COVERAGE) , Z + RAS APPLICABLE,STAGE-STOWE RELATKNSHIP AND INFLOW AND oIw1(SCMISII REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR HEc-,MODELS.FOR EACH SCM,
MIN.REQUIRED PARKING PARKING RATIO:(SPACE/28 SF AVAILABLE SEATING IN ASSEMBLY =U ORIFICE,WEIR, APPROPRIATE IS ED.HroaocnD,HrORaFww Hroaocw.pHs.AND poxopac%ARE COMMONLY useoarvORSOcwzeO SOFTWARE PROGRAMS -
AREA(1,309SF/28 SF)=4]SPACES OM
( 0( 1 RMWCERpC HYDROGRAPHS ARE REQUIRED.ALL TABULATED DATA INCLUDING CALCULATIONS SHOWING THE LIMITING DISCHARGE,VVHETHER
ONTROL MEASURE(SI(SCMlsp PPEERMEPEO(SI AND EITHER A PAYMENT INTO THE STORMWATER REPLACEMENT FUND OR THE PROVISION OF AN ALTERNATE SECURITY ARE REQUIRED FOR ALL
MIN.REQUIRED HANDICAP _ Z scL(S)ASSOCIAED WITH THIS.DEVELOPMENT.CONSTRUCTION OF THE DEVELOPMENT IS NOT ALLOWED TO COMMENCE UNTIL THESE ITEMS ARE PROVIDED N ACCORDANCE WITH CITY STORMWATER
1 STANDARD HC+1 VAN HC=2 TOTAL POLICY.THE DESIGNER SHALL SUBMIT A SEALED ENGINEER'S CONSTRUCTION COST ESTIMATE FOR EVERY SM PROPOSED N THE DEVELOPMENT PRIOR To
PARKING -'- •- - �` ° APPROVALD OFTTHE CONSTRUCTION DRAmNTENPo
uul A /t,flLffl w - _
i
PROPOSED PARKING --- J� 15.AN ASBUILT ORDNCE WITF can ON FOR THE STORMWATERAS-BUILT
PROLMEASUEFERTO SECTION
DSDBVTHE CERTIFYING ENGINEER,s REQUIRED SCMSIT AS-BUILT OFDURHAION,OF THE
REFERENCE
N
r1�... �i• L U
- CERTIFICATION eE AEAFP'ao�Eo aY xes o"aMwA�iEa AS-BUILT
CERTIFICATION
REQUIREMENTS
SsunHCEo CITY
EFINnL"cER.EIca.soFRENCEGDIDE FOR _
STANDARD 45 '
„. WITH
VAN-ACCESSIBLE HANDICAP 1 I'
'
�, G I 1 AND ��//
STANDARD HANDICAP 1 �/1r1(} /1►` CONSTRUCTION
NDRAq DESIGN AL PROCwuTHIS PROVIDED CONSTRUCTION SECURITY.CERTIFICATES OF cDT THE TIME REVIEWED CONSTRUCTION DRAVV1NGS[D wTHrHES TE pwwFRELM FOUND THAT
ALL SCM DESIGNS OMPLIANCE CAN BE ISSUED FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITY NOT CC
TOTAL 47 -1 1 'l ��' # �� ',: 'E �:r�•' ,. AT IT IF cMIsI SLIDERS UNDERSIZED,NOT
MIN.REQUIRED BICYCLE ACCESSIBLE,OR
OTHERWISE
OEPR�MxARY PLA MAY BE REQUIRED IF THE ORIGINALLY PROPOSED SCMp)ARE FOUND INSUFFICIENT,NOT PROPERLYACCESSIBLE,OR UNSUITABLE ANDORMWATER ORDINAGE N
PARKING 5%OF PROVIDED VEHICLE PARKING(5%`47 SPACES)=3 SPACES SCM(S)WITH ASSOCIATED EASEMENTS ARE REQUIRED 1,0 oe
PROPOSED BICYCLE 1 ERE'SCM'Po STORMWATER DEVELOPMENT DEVICE,TO a CONVERTEDIEW SECTION QTOTO COMMENCING WORK ON ANY A PERMANENT Sc AT A UrER TIME,
STORMWATER CONTROL
O Z
PARKING 4 SPACES VICINITY MAP E(3
E ) V J
MAXIMUM ALLOWED 45, U
BUILDING HEIGHT TOWNHOME AND DUPL.RESIDENTIAL DEVELOPMENTS THAT ARE MAKING USE OF cc
IF - I TO RECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELORMENTS OTHER THAN SINGLE FAMILY Q
PROPOSED BUILDING
1a-tr
1 -
300 TO THE
0
U
HEIGHT APpaovAloF DEVELOPMENT,
SITE P�UNI BANK LEDGER IF 28
APPLICABLE,SHOWING THE TOTAL NUTRIENTCREoITS AVAILABLE MINUS ANY AND ALL DEDUCnoNS IS TO BE PROVIDED TO THE STORMWATER DEVELOPMENT REVIEW SECTION. _BUILDING STORIES 1 Z Z
EXISTING IMPERVIOUS AREA PRE-1998:0.05 ACRES EROSION CONTROL NOTES: W '' ' se W =
POST-1998:0.33 ACRES Sheet List Table F F
PROPOSED ONSITE 0.60 AC(32.4%) z Z LL.I
Sheet Number Sheet Title CERTIFICATION MUST BE SUBMITTED DURHAM COUNTY EROSION corvTROLDIVISIQrv.AND TREE 2
IMPERVIOUS AREA INCLUDES 0.05 AC(2,178 SF)IMPERVIOUS CONTINGENCY � � m
PROTECTION INSPECTION CC.PLETED PRIOR TO THE ISSUANCE OF A LAN°DISTURBANCE PERMIT.
i. RIVER BASIN ELLERBE CREEK/FALLS LAKE INEUSE RIVER CO.0 COVER SHEET 4 UTILIZED THEN THE DISTURBED AREA FOR THE SOIUBOESOWSITE MUST BE INCLUDED IN THE LAND-DISTURWCE PERMIT UNLESS THE SPOIL/BORROW SITE U
m WATERSHED F/J-B EXISTING CONDITIONS AND DEMOLITION .READY HAS A LAND DISTURBING J
DISTURBED AREA 1.90 AC C1.0 PLAN 5. IF THE DISTURBED AREA EXCEEDS FIVE ACRES,AN IMPROVEMENT SECURITY WILL BE REQUIRED PRIOR TO LAND-DISTURBING PERMIT ISSUANCE Q 11 1 0 In a C2.0 SITE PLANF F U >LLJ
Ce
C2.1 FIRE ACCESS PLAN '' = 0C3.0 GRADING AND DRAINAGE PLAN FJ O O^ r U :.:22..
C3.1 SPOT GRADING PLAN Q I.._ ? /g
C3.2 SCM DETAILS ZU < =)
C3.3 SCM DETAILS W r ,E
r.- C40 EROSION CONTROL PLAN-PHASE 1 C[
o 0
C4.1 EROSION CONTROL PLAN-PHASE 2 O 0 0 it 1
C4.2 NPDES SPECIFICATIONS w 3
8ce oD
2 C5.0 UTILITY PLAN
C5.1 LIGHTING PLAN O 5
NC6. LANDSCAPE PLAN v 5
C6.1 NOTES NOTES&DETAILS
a3
5
a C7.0 DETAILS
C7.1 DETAILS
C7.2 DETAILS i
S D2200140 C7.3 DETAILS •c
"
C7.4 DETAILS a
€ C7.5 DETAILS City of Durham '=
3 a
W A1.1 BUILDING ELEVATIONS Approved JOS.NO.
ENGINEERING DATE
3 STORMWATER DATE 49756 =2
N ALL EROSION CONTROL TO BE IN ACCORDANCE WITH ALL ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF DURHAM TRANSPORTATION DATE
DURHAM COUNTY STANDARDS,SPECIFICATIONS,AND DETAILS. AND NCDEQ STANDARDS,SPECIFICATIONS,AND DETAILS WATER MANAGEMENT DATE SHEET NO.
y FLOODPLAIN DATE COO rE,E
L-