NCC232705_Site Plan or Location Map_20230911

2 GENERAL CONDITIONS OF APPROVAL t o
CONSTRUCTION DOCUMENTS FOR: SITE DATA TABLE
▪ 1. THE SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS,AS SHOWN ON:
FIRM PANEL(S): 3720084000K F D oNG
FuELING S
TATI N DEVELPPMEANNAME RDU-CNGY CORD RATIONECAPE ME DH: PIN: STRAW2SH O 8 o
APPLICANT CT REALITY CORPORATION y N
0 2. LANDSCAPE MULCH: PINE STRAW SHALL NOT BE USED AS MULCH OR GROUNDCOVER WITHIN TEN FEET OF ANY STRUCTURES CONSISTING OF EXTERIOR COMBUSTIBLE PIN(S) 0840-30-36-4718 AND 0840-30-67-9841 0 0
CONSTRUCTION AS SPECIFIED BY DURHAM CITY CODE SECTION 46-87.
6 ZONING I 3
3. LANDSCAPE/SITE COMPLIANCE INSPECTION: ALL SITE IMPROVEMENTS,INCLUDING LANDSCAPING,MUST BE IN PLACE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
COMPLIANCE.CONTACT THE DURHAM CITY-COUNTY PLANNING DEPARTMENT SITE COMPLIANCE STAFF TO SCHEDULE AN INSPECTION.SITE COMPUANCE INSPECTION FEES MUST DEVELOPMENT TIER SUBURBAN _
BE RECEIVED BY THE DURHAM CITY-COUNTY PLANNING DEPARTMENT PRIOR TO SCHEDULING AN INSPECTION.IF A RE-INSPECTION IS REQUIRED,AN ADDITIONAL INSPECTION STONE RD AND STONE PARK CT
WATERSHED JORDAN LAKE z
FEE MUST BE RECEIVED BY THIS OFFICE PRIOR TO THE RE-INSPECTION. F'
E
RIVER BASIN CAPE FEAR
4. UDO LANDSCAPE COMPLIANCE CERTIFICATION NOTE(UDO SECTION 9.2.5D): z
THESE STANDARDS MUST BE VERIFIED BY A LANDSCAPE COMPLIANCE FORM COMPLETED BY A PROFESSIONAL LANDSCAPE ARCHITECT OR LICENSED LANDSCAPE CONTRACTOR CURRENT USE VACANT INDUSTRIAL ' S
16 PRIOR TO THE CERTIFICATE OF COMPLIANCE BEING ISSUED.SUBMIT TO THE DURHAM CITY-COUNTY PLANNING DEPARTMENT SITE COMPUANCE STAFF WHEN SCHEDULING A 1110 STONE RD z
SITE COMPLIANCE INSPECTION. PROPOSED USE COMPRESSED NATURAL GAS FUELING STATION 0
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O A. BED AND HOLE PREPARATION: DURHAMI NORTH CAROLINA 27703 PROJECT AREA 7.54 ACRES(326,302 Sq.FT.)
A.TREATMENT WAS ADDED ONLY PER RECOMMENDATIONS,BASED ON SOIL TESTS; SOIL TEST RESULTS ARE ATTACHED,IF APPLICABLE EXISTING IMPERVIOUS AREA 0.00 ACRES(0.00 SO.FT.) o
B.TREE HOLES AND PLANTING BEDS HAVE BEEN TESTED FOR INFILTRATION
C.THERE WAS NO LANDSCAPE FABRIC USED ON SITE PROPOSED IMPERVIOUS AREA 4.54 ACRES(197,762 SQ.FT.) 8 N
D.SOIL IS FRIABLE AND DRAINS AT A DEPTH OF 2'FOR TREE PLANTING AREAS 0840-30-36-47181 0840-30-67-9841 5 o
B. TREE PREPARATION: REQUIRED PARKING WAREHOUSE AND FREIGHT MOVEMENT 1 PER 5,000 SF OF
A.THE ROOT COLLAR OF ALL TREES HAS BEEN EXPOSED AND IS FREE FROM SOIL,DEBRIS AND MULCH FLOOR AREA-O SPACES REQUIRED p
B.GIRDLING ROOTS HAVE BEEN CUT AWAY FROM THE TRUNK AND CORRECTED WITHIN THE PLANTING MIX A
C. TREE INSTALLATION: PROPOSED SPOTS 92 9'X18'SPACES,75 12'X40'SPACES,36 12'X27.5'SPACES i z
A.TREES ARE INSTALLED WITH ROOT COLLARS EXPOSED AND COMPLETELY ABOVE GRADE -
ri B.TREES AND PLANTS WERE WATERED WITHIN TWO DAYS OF INSTALLATION PROPOSED HC SPOTS 38'X18'SPACES,1 11'X18'SPACE (7)
C.MULCH HAS BEEN INSTALLED WITHIN A WEEK OF INSTALLATION DURHAM CASE NUMBER - D2200331 REQUIRED BICYCLE PARKING A MINIMUM OF 6 SPACES OR AT LEAST 5%OF REQUIRED
D.STAKES WERE ONLY INSTALLED TO ADDRESS SPECIFIC ISSUES PERMITTED IN THE LANDSCAPE MANUAL BICYCLE PARKING SPACES,WHICHEVER IS GREATER. - z
• D. TREES HAVE BEEN VERIFIED TO BE THE SAME SPECIES AND CULTIVAR AS LISTED ON PLANS.ANY SUBSTITUTIONS,(IN ACCORDANCE WITH THE LANDSCAPE MANUAL),IF APPLICABLE,ARE ATTACHED. PROPOSED BICYCLE PARKING 65PACE5
E. RESULTS OF SOIL TESTS FOR EACH AREA OF DIFFERENT VEGETATION INSTALLATION,IF APPUCABLE,ARE ATTACHED TREE COVERAGE AREA REQUIRED 10%OF SITE AREA=0.76 AC
F F. RATES OF CHEMICAL MODIFICATIONS(TO PH AND FERTILITY ADJUSTMENTS),IF APPUCABLE,ARE ATTACHED .E.v 0 TREE COVERAGE AREA PROVIDED 0.90 AC
i.4. UDO SITE LIGHTING NOTE(LIDO SECTION 7.4): DISTURBED AREA 6.00 AC(261,360 SO.FT.) 1-_
It 9 A. THE MAXIMUM ILLUMINATION PERMITTED AT THE END OF A PROPERTY UNE SHALL BE AS SET FORTH BELOW.WHERE A DEVELOPMENT IS UNIFIED WITH SHARED PARKING OR / L c�
w E OTHER MEASURE SHOWN ON A SITE PLAN,THE MAXIMUM ILLUMINATION LEVELS SHALL APPLY ONLY TO THE EXTERIOR LOT LINES OF THE PROJECT(ANY INTERIOR LOT UNES FLOOD HAZARD ZONE NOT LOCATED IN A FLOOD ZONE z c�oU
STONE PARK CT z
r SHALL BE EXEMPT FROM THIS PARAGRAPH). 0 w z
o:a 1)THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY UNE ADJACENT TO A RESIDENTIAL ZONING DISTRICT IS 0.5 FOOT-CANDLES. ���,`, 0%FpRD ANGIER AVE BUILDING SQUARE FOOTAGE NOT APPLICABLE i o
2)THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY UNE ADJACENT TO A NONRESIDENTIAL ZONING DISTRICT IS 5.0 FOOT-CANDLES. • /\ MAXIMUM BUILDING HEIGHT 90 FT a ?
0 0 3)THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY UNE ADJACENT TO A STREET IS 5.0 FOOT-CANDLES. NORTH �� NORTH ¢>
2-' B. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT-CANDLES AT ANY ONE POINT SHALL MEET THE STANDARDS IN THE TABLE IN U00 SECTION 7.4 WITH MINIMUM AND �yy� ; 0:L
0 o MAXIMUM LEVELS MEASURED ON THE PAVEMENT WITHIN THE LIGHTED AREA. - SHEET LIST TABLE E N
8 ° C. THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF UGH TING FIXTURES(FIXTURES DESIGNED TO INSURE THAT NO UGHT IS EMITTED ABOVE A HORIZONTAL UNE < o Y o
m 2 PARALLEL TO THE GROUND)SHALL BE 30 FEET ABOVE GRADE. LOUISBURG PROJECT SITE ������ Sheet Number Sheet Title �"1\ o r 30
rn D. THE MAXIMUM HEIGHT FOR NON-DIRECTIONAL LIGHTING FIXTURES,WHICH ARE DEFINED AS FIXTURES DESIGNED TO ALLOW LIGHT TO BE EMITTED ABOVE A HORIZONTAL LINE GREENSBORO • �� CO.O COVER SHEET �� < 3
PARALLEL TO THE GROUND,SHALL BE 15 FEET ABOVE GRADE.NON-DIRECTIONAL LIGHTING FIXTURES SHALL BE TRANSLUCENT OR HAVE BAFFLES TO PREVENT MEWS OF • 4 � C0.1 GENERAL NOTES z 5 3'd
o THE LIGHT SOURCE. �, \ _ o
` �t \ C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN p
p.^0�-' E. UNDER-CANOPY UGHTING SHALL BE RESTRICTED TO LIGHTING FIXTURES(INCLUDING LENSES)THAT DO NOT PROJECT BELOW THE BOTTOM OF THE CANOPY. 111'•URHAM WRENN RD s F o LL
F. LIGHTING SHALL BE ORIENTED NOT TO DIRECT GLARE OR EXCESSIVE ILLUMINATION ONTO STREETS IN A MANNER THAT MAY DISTRACT OR INTERFERE WITH THE VISION OF WAKE FORES STONE RD C1.1 TREE SURVEY _ A ' I w
_ DRIVERS ON SUCH STREETS. CH - • �� ���y/ C2.0 EROSION CONTROL PHASE 1 W w X r z
▪ ° G. THESE STANDARDS MUST BE VERIFIED BY FIELD SURVEY(BY USE OF PHOTOMETRIC SURVEY)PRIOR TO THE CERTIFICATE OF COMPLIANCE BEING ISSUED.ALL OF THIS PROJECT C2.1 EROSION CONTROL PHASE 2 <n m
2 a`, INFORMATION,INCLUDING DETAILS,WILL BE REQUIRED ON BUILDING PLANS PRIOR TO ISSUANCE OF A BUILDING PERMIT. KNIGHTDALE
.�.- LOCATION ' UPPINCOTT RD C3.0 SITE PLAN w
s 5. CITY STORM DRAINAGE EASEMENTS: SEE PUBLIC WORKS STANDARD NOTES,BELOW. J
al C4.1 GRADING AND DRAINAGE PLAN
i>.- COUNTY STORM OR PRIVATE DRAINAGE EASEMENTS: CENTERLINE OF FOOT WIDE DRAINAGE EASEMENT FOR THE BENEFIT OF ADJACENT PROPERTY OWNERS NOT MAINTAINED ASHEBORO �• • N w m
m'0 BY PUBLIC AUTHORITIES.NO BUILDINGS,STRUCTURES,FILLS,EMBANKMENTS,OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. •PITT580R0 G.1 STORMWATER PROFILES w
°'V • 127 CLAITON / C6.0 UTILITYIT DETAILSS • ® S O
s 6. FOR COUNTY SOIL AND EROSION CONTROL: J r
c T A. SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF A LAND-DISTURBANCE PERMIT. GARNER • C6.0 SITE Q a
° E B. IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED,THEN THE DISTURBED AREA FOR THESPOIL/BORROW SITE MUST BE INCLUDED IN THE LAND-DISTURBANCE PLAN AND C6.1 SITE DETAILS
3 ° PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS A LAND-DISTURBANCE PERMIT. • C6.2 SITE DETAILS U.
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5, 7. SOLID WASTE CONTAINMENT CAPACITY AND COLLECTION FREQUENCY WILL BE SUFFICIENT TO PREVENT THE ILLEGAL PLACEMENT OF TRASH AND RECYCLABLES. FUQUAY-VARINA C6.3 EROSION CONTROL DETAILS
C6.4 EROSION CONTROL DETAILS
9= 8. THE LOCATION OF THE SIDEWALK SHOWN ON THIS PLAN IS SCHEMATIC.A CITY OF DURHAM AND/OR NCDOT ENCROACHEMENT PERMIT IS REQUIRED PRIOR TO ANY SANFORD C6.5 NCG01 STANDARDS \WWWIIIIIIH:,,
3 0 CONSTRUCTION.AFTER OBTAINING THE REQUIRED PERMITS,PLEASE CONTACT THE CITY OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE AT 560-4326 FOR A C7.0 STORMWATER DETAILS �\'lN C RO<�
I o PRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK. '.,\OQ.•• 5S ••y��
2 o �C7.1 STORMWATER DETAILS Z.OFE 10� s
7-.d 9. THE CITY OF DURHAM AND THEIR ASSIGNS HAVE RIGHT OF ACCESS TO THE PERMANENT STORM WATER CONTROL MEASURES)(ENTER TYPE(S))FOR INSPECTIONS AND L1.0 LANDSCAPE PLAN = r;
c> ` MAINTENANCE ENFORCEMENT.A BLANKET ACCESS EASEMENT TO,OVER AND AROUND THE STORMWATER CONTROL MEASURE IS HEREBY GRANTED FOR INSPECTIONS AS WELL L1.1 BUFFER EXHIBIT _-
O U• ` AS ENFORCEMENT OF OPERATION&MAINTENANCE.ANY OBSTRUCTION PLACED IN THE BLANKET EASEMENT THAT IMPEDES NECESSARY MAINTENANCE ENFORCEMENT WILL BE PROJECT LOCATION VICINITY MAP
o REMOVED AND ALL THE ASSOCIATED COSTS WILL BE BORNE SOLEY BY THE OWNER. L1.2 BUFFER EXHIBIT
IL cL 9PUBLIC WORKS CONDITIONS OF APPROVAL NOT TO SCALE NOT TO SCALE LT10 LANDSCAPE
pETAILS i/,ySHT0N R�5•�•���\\
irn `0 1. THE DESIGNING PROFESSIONAL(A NCPE,NCPLS OR NCRLA/NCPLA-AS REQUIRED)SHALL SUBMIT THREE(3)SETS OF CONSTRUCTION DRAWINGS TO THE PUBLIC WORKS LT2.0 LIGHTING DETAILS /7j��111111111WWL\
▪ DEPARTMENT-DEVELOPMENT REVIEW FOR REVIEW AND APPROVAL CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION(SEE
CONSTRUCTION PLAN APPROVAL PROCESS).THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN APPROVAL.CITY OFFICIALS SHALL REVIEW ALL SIZES, Z w w N
" MATERIALS,SLOPES,LOCATIONS,EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES(WATERUNES,SANITARY SEWER UNES AND STORM DRAINAGE CONVEYANCE SYSTEMS)
▪,, FOR COMPLIANCE WITH ALL APPLICABLE REGULATORY STANDARDS,SPECIFICATIONS,AND BEST MANAGEMENT PRACTICES. U 0 N O
o PROJECT OWNER AND CONSULTANT INFORMATION o UI
W 2 2. THE DESIGNING PROFESSIONAL(A NCPE,NCPLS OR NCRLA/NCPLA-AS REQUIRED)SHALL SUBMIT ONE(1)SET OF AS-BUILT DRAWINGS TO THE PUBLIC WORKS DEPARTMENT p r w N
3 n -DEVELOPMENT REVIEW FOR REVIEW AND APPROVAL AS-BUILT DRAWING APPROVAL IS REQUIRED PRIOR TO WATER METER INSTALLATION AND/OR SANITARY SEWER SERVICE 2 o1 ¢, Q 'm 'm 'm
o a CONNECTION AND PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ENGINEER: SURVEYOR: DEVELOPER: a- O\
8 6 3. AN NCDOT OR A CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED. KIMLEY-HORN AND ASSOCIATES,INC. GSC SURVEYING CT REALTY CORPORATION Y O o -1Q y
i4. AT A MINIMUM,THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BE GOVERNED BY THE MINIMUM STANDARDS OF THE MOST RECENT EDITION OF THE CITY OF 421 FAYETTEVILLE ST 4072 BARRETT DRIVE 4343 VON KARMAN AVE 8 8 o 5
f, DURHAM REFERENCE GUIDE FOR DEVELOPMENT(ROD)AND ANY LETTERS TO INDUSTRY POSTED ON THE CITY'S WEBSITE THAT ARE IN EFFECT THE DATE CONSTRUCTION SUITE 600 RALEIGH,NORTH CAROLINA 27609 SUITE 200
5-i DRAWINGS ARE FIRST RECEIVED FOR REVIEW BY THE CITY RALEIGH,NORTH CAROLINA 27601 PHONE[phone] NEWPORT BEACH,CALIFORNIA 92660
PHONE[phone] PHONE:[phone]
o 5. FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S)(SCM(S))REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR CONTACT:CHARLES H.SMITH
il- HEC-1 MODELS.FOR EACH SCM,AS APPLICABLE,STAGE-STORAGE
RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAPHS ARE REQUIRED.ALL TABULATED DATA INCLUDING CONTACT: ASHTON SMITH,P.E.
m CALCULATIONS SHOWING THE LIMITING DISCHARGE,WHETHER ORIFICE,WEIR,BARREL,OR OUTLET CONTROL AS APPROPRIATE IS REQUIRED. AD,HYDRAFLOW
HYDROGRAPHS,AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWARE PROGRAMS WHICH INCORPORATE ROUTING METHODOLOGYY ACCEPTED BY THE CITY.
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0 6. USE FOR MULTIFAMILY AND OTHER TYPE DEVELOPMENTS: STORMWATER CONTROL MEASURE(S)(SCM(S))PERMIT FEE(S)AND EITHER A PAYMENT INTO THE STORMWATER 1 1 1
REPLACEMENT FUND OR THE PROVISION OF AN ALTERNATE SECURITY ARE REQUIRED FOR ALL SCM(S)ASSOCIATED WITH THIS DEVELOPMENT.CONSTRUCTION OF THE LJJ
o a DEVELOPMENT IS NOT ALLOWED TO COMMENCE UNTIL THESE ITEMS ARE PROVIDED IN ACCORDANCE WITH CITY STORMWATER STANDARDS OR IN ACCORDANCE WITH WRITTEN OWNER:1110 STONE RD OWNER:1212 STONE RD LLI
POLICY.THE DESIGNER SHALL SUBMIT A SEALED ENGINEER'S CONSTRUCTION COST ESTIMATE FOR EVERY SCM PROPOSED IN THE DEVELOPMENT PRIOR TO APPROVAL OF THE
CONSTRUCTION DRAWINGS. CHEROKEE BORDEN PROPERTIES LLC RALEIGH CONCRETE LLCI a d 7. AN AS-BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S)(SCM[S]) PROVIDED BY THE CERTIFYING ENGINEER,IS REQUIRED.THE AS-BUILT CERTIFICATION 2825 LAKEVIEW DR 4107 MITCHELL MILL RD
SHALL BE SUBMITTED IN ACCORDANCE WITH THE CITY OF DURHAM SCM AS-BUILT PROGRAM,REFER TO SECTION 8.6,AS-BUILT CERTIFICATION REQUIREMENTS FOR SCMS IN RALEIGH,NORTH CAROLINA 27609 RALEIGH,NORTH CAROLINA 27616 CO
o • THE CITY OF DURHAM,OF THE REFERENCE GUIDE FOR DEVELOPMENT.THE SCM AS-BUILT CERTIFICATION(S)SHALL BE APPROVED BY THE STORMWATER DEVELOPMENT REVIEW
to:5. SECTION PRIOR TO ISSUANCE OF ANY FINAL CERTIFICATES OF OCCUPANCY/COMPLIANCE FOR DEVELOPMENT,WITH THE EXCEPTION OF WHEN AN APPROPRIATE CONSTRUCTION
SECURITY HAS BEEN PROVIDED FOR SINGLE FAMILY OR TOWNHOME DEVELOPMENT.WITH THIS PROVIDED CONSTRUCTION SECURITY,CERTIFICATES OF OCCUPANCY/COMPUANCE LJ�
CAN BE ISSUED FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITY REQUIREMENTS. W
°8. STORMWATER CONTROL MEASURE(S)(SCM(S))DESIGN CALCULATIONS WILL NOT BE REVIEWED OR APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL.ALL SCM
DESIGNS WILL BE REVIEWED AND APPROVED DURING THE CONSTRUCTION DRAWING SUBMITTAL PROCESS.IF,AT THE TIME OF CONSTRUCTION DRAWING SUBMITTAL IT IS FOUND
.▪'0 THAT THE PROPOSED SCM(S)IS UNDERSIZED,NOT PROPERLY ACCESSIBLE,OR OTHERWISE INSUFFICIENT OR UNSUITABLE FOR THE SITE,IT IS THE RESPONSIBILITY OF THE 0
APPLICANT TO INSURE THAT THE APPLICABLE STORMWATER ORDINANCE REQUIREMENTS ARE MET.A REVISED SITE PLAN OR PREUMINARY PLAT MAY BE REQUIRED IF THE
1 ' ORIGINALLY PROPOSED SCM(S)ARE FOUND INSUFFICIENT,NOT PROPERLY ACCESSIBLE,OR UNSUITABLE AND ALTERNATIVE SCM(S)WITH ASSOCIATED EASEMENTS ARE
w - REQUIRED. DURHAM CASE NUMBER - D2200331 0
9. THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ON ANY
1 d 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
5 " PERMANENT SCM AT A LATER TIME,THE PRECONSTRUCTION MEETING SHOULD BE SCHEDULED PRIOR TO CONSTRUCTION OF THE S&EC DEVICE.CALL 919-560-4326 EXT.
00 ° 30238 TO SCHEDULE THE REQUIRED MEETING A MINIMUM OF THREE BUSINESS DAYS PRIOR TO THE DESIRED MEETING DATE.THIS IS IN ADDITION TO OTHER PRECONSTRUCTION APPROVE D
0° MEETING REQUIREMENTS FOR EROSION CONTROL,ENGINEERING INSPECTIONS,ETC.
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Durham County Erosion 0 0
Control Z a
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Date: 04/25/2023 FIDE 811
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g SPECIAL CONDITIONS OF APPROVAL \ , D z o
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PRIOR TO ISSUANCE OF A BUILDING PERMIT: \V� LL 0 LL
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0s 1.DEDICATE ADDITIONAL RIGHT-OF-WAY FOR THE FRONTAGE OF THE SITE ALONG STONE ROAD AS SHOWN ON SHEET C3.0.A COPY OF THE RECORDED Q
PLAT MUST BE SUBMITTED WITH THE FIRST BUILDING PERMIT APPLICATION. Know what's below. 0 I- LLI
Call before you dig. Z
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CITY OF DURHAM STANDARDS AND SPECIFICATIONS.
'0 6 D
EXISTING CONDITION NOTES: 0 Q
1. EXISTING INFORMATION TAKEN FROM AN EXISTING
CONDITIONS SURVEY PROVIDED BY GSC,4072 BARRETT �
s E DRIVE,RALEIGH,NC 27609.PHONE: [phone] 0
m E AND DATED AUGUST 21,2022.
SHEET NUMBER
2. AREA OUTSIDE OF LIMITS OF SURVEY IS PROVIDED BY
m."I A w i csmucnax•FACCORDANCES To BE ACCORDANCE N RH am AM OF DURHAM SIAA1 UDS MN REOFICATONO I PUBLICLY AVAILABLE GIS AND AERIAL PHOTOGRAPHY. CO.O
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