NCC220488_Site Plan or Location Map_20220216

GENERAL CONDITIONS OF APPROVAL
1. THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD
AREAS, AS SHOWN ON FIRM MAP 3720081300K FIRM PANEL 0813 DATED OCTOBER 19, 2018.
2. 50 FOOT WIDE UNDISTURBED STREAM BUFFER, MEASURED FROM TOP OF BANK, EACH SIDE OF STREAM.
NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF
EXISTING VEGETATION PERMITTED, EXCEPT IN ACCORDANCE WITH 15A NCAC 02B.233 (6) VEGETATION
MANAGEMENT. NO STRUCTURES OR FEATURES REQUIRING GRADING OR CONSTRUCTION MAY BE BUILT
WITHIN THE 10 FOOT STREAM BUFFER SETBACK. ANY USE ALLOWED BY SECTION 8.5.5 OF THE UDO SHALL
BE DESIGNED AND CONSTRUCTED TO MINIMIZE THE AMOUNT OF INTRUSION INTO THE STREAM
BUFFER AND TO MINIMIZE CLEARING, GRADING, EROSION AND WATER QUALITY DEGRADATION. (UDO
SECTION 8.5).
3. STREET TREES MEETING THE REQUIREMENT OF SECTION 9.6.4 OF THE UDO SHALL BE PLANTED BEFORE
CERTIFICATE OF OCCUPANCY IS ISSUED, UNLESS THE PLANTING HAS BEEN POSTPONED IN ACCORDANCE
WITH THE REQUIREMENTS OF SEC. 9.11.2, EXTENSIONS FOR ALL OTHER DEVELOPMENT.
4. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE, OR
ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS IN BOTH ENGLISH AND SPANISH,
AS FOLLOWS: "NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA
PARA LOS ARBOLES."
5. AN AUTOMATED SOLID WASTE COLLECTION VEHICLE HAS AN 18-FOOT WHEELBASE AND A TURNING RADIUS
OF 45 FEET WALL-TO-WALL AND 43 FEET CURB -TO -CURB. THE DEPARTMENT OF SOLID WASTE MANAGEMENT
RESERVES THE RIGHT TO MODIFY COLLECTION OF GARBAGE AND RECYCL.ABLES FOR ANY ROADWAY OR
CUL-DE-SAC NOT CONSTRUCTED TO ACCOMODATE THOSE SPECIFICATIONS.
6. STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE NC DENR, NC DWQ, AND THE
U.S. ARMY CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES IN
OR NEAR A LAKE, STREAM, CREEK, TRIBUTARY, OR ANY UNNAMED BODY OF WATER AND ITS ADJACENT
WETLANDS (UDO SECTION 8.9)
7. UNDISTURBED LANDSCAPE BUFFERS: 20 FOOT WIDE UNDISTURBED LANDSCAPE BUFFER. NO CLEARING OR
GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION
PERMITTED.
PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY
8. TO RECEIVE ONGOING OR AS -NEEDED PROVISION OF ANY CITY SOLID WASTE SERVICE INCLUDING DEBRIS
CLEANUP OR COLLECTION OF GARBAGE, RECYCL.ABLES, YARD WASTE, OR BULKY ITEMS ON ANY PRIVATE ROAD
OR OTHER PRIVATE PROPERTY, A RESIDENTIAL WAIVER OF LIABILITY MUST BE EXECUTED BY THE
APPROPRIATE LEGAL ENTITY (E.G., HOMEOWNER'S ASSOCIATION), FORM TO BE PROVIDED BY THE
DEPARTMENT OF SOLID WASTE MANAGEMENT, PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. SEE
THE SWM WEB SITE AT WWW.DURHAMNC.GOV/DEPARTMENTS/SOLID.
PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY
9. TO RECEIVE ONGOING OR AS -NEEDED PROVISION OF ANY CITY SOLID WASTE SERVICE INCLUDING DEBRIS
CLEANUP, STREET CLEANING, OR COLLECTION OF GARBAGE, RECYCL.ABLES, YARD WASTE, OR BULKY ITEMS ON
ANY PORTION OF ROAD WHICH TERMINATES, TEMPORARILY OR PERMANENTLY, WITHOUT PROVISION OF A
TURNAROUND AREA THAT CONFORMS TO PERMANENT CITY CUL-DE-SAC AND ROAD CONSTRUCTION
SPECIFICATIONS, THE COMMUNITY MUST SUBMIT A PLAN DETAILING AN ALTERNATIVE TURNAROUND TO,
AND OBTAIN WRITTEN APPROVAL OF THAT ALTERNATIVE FROM, THE DIRECTOR OF SOLID WASTE
MANAGEMENT OR THE DIRECTOR'S DESIGNEE PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY ON
SUCH PORTION OF ROAD. CONTACT SWM AT 560-4186.
10. CONSTRUCTION IN PRESERVED TREE COVERAGE AREAS (UDO SECTION 8.3):
A. PRESERVED TREE COVERAGE AREAS SHALL NOT BE USED FOR ACTIVE RECREATIONAL PURPOSES, EXCEPT
FOR WALKING PATHS AND FOOT TRAILS CONSTRUCTED WITH MINIMAL DISTURBANCE OF TREE ROOTS AND
EXISTING VEGETATION PROVIDED A REGISTERED ARBORIST HAS CERTIFIED THAT THE CONSTRUCTION
OF THE TRAIL HAS BEEN DESIGNED TO MINIMIZE IMPACT TO THE EXISTING TREES. NO TREE OVER 10
INCHES SHALL BE REMOVED FOR THE CONSTRUCTION OF TRAILS. SITE PLAN APPROVAL IS REQUIRED FOR
CONSTRUCTION OF TRAILS IN PRESERVED TREE COVERAGE AREAS.
B. ALL BUILDINGS SHALL BE SET BACK AT LEAST 10 FEET FROM THE EDGE OF ANY PRESERVED TREE
COVERAGE AREA.
C. UTILITY LINES AND DRAINAGE CHANNELS SHALL BE MINIMIZED WITHIN THE ROOT PROTECTION ZONES
OF THE TREES TO BE SAVED. PREFERABLY, SUCH FACILITIES SHOULD BE LOCATED ADJACENT TO
DRIVEWAYS AND IN GROUPINGS ALLOWED BY SOUND ENGINEERING PRACTICES.
11. ROOT PROTECTION ZONE EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES,
OR SIX FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHIN THIS AREA. AREA MUST
BE PROTECTED WITH BOTH TREE PROTECTION FENCING AND WARNING SIGNS (UDO SEC. 8.3).
12. PROTECTION OF EXISTING VEGETATION (UDO SEC. 8.3): AT THE START OF GRADING INVOLVING THE
LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT
SHALL BE MADE AT THE EDGE OF THE TREE 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 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 AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED
AREA.
13. UDO SITE LIGHTING NOTE (UDO SEC. 7.4): MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER
ONTO ADJACENT PROPERTIES AND GLARE TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED
ON THE SITE PLAN. EXTERIOR LIGHTS SHALL BE SHIELDED SO THAT THEY DO NOT CAST DIRECT LIGHT
BEYOND THE PROPERTY LINE. IN ACCORDANCE WITH THESE STANDARDS:
A. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY IINE ADJACENT TO RESIDENTIAL ZONING
IS 0.5 FOOT CANDLES.
B. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO NONRESIDENTIAL
ZONING IS 5.0 FOOT CANDLES.
C. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREET IS 5.0 FOOT
CANDLES.
D. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT CANDLES AT ANY ONE POINT SHALL MEET THE
STANDARDS IN THE TABLE IN UDO SECTION 7.4 WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON THE
PAVEMENT WITHIN THE LIGHTED AREA.
E. THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF LIGHTING FIXTURES (FIXTURES DESIGNED
TO INSURE THAT NO LIGHT IS EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND) SHALL BE
30 FEET ABOVE GRADE, MEASURED TO THE TOP OF THE FIXTURE.
F. THE MAXIMUM HEIGHT FOR NON -DIRECTIONAL LIGHTING FIXTURES, WHICH ARE DEFINED AS FIXTURES
DESIGNED TO ALLOW LIGHT TO BE EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND,
SHALL BE 15 FEET ABOVE GRADE, MEASURED TO THE TOP OF THE FIXTURE.
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 INFORMATION, INCLUDING DETAILS, WILL BE
REQUIRED ON BUILDING PLANS PRIOR TO ISSUANCE OF BUILDING PERMIT.
14. FOR COUNTY SOIL AND EROSION CONTROL
A. IF MORE THAN 12,000 SQ. FT. IS DISTURBED A LAND -DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY LAND -DISTURBING ACTIVITIES.
B. IF MORE THAN 20,000 SQ. FT. IS DISTURBED, A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE
SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF A LAND -DISTURBANCE PERMIT.
C. TREE PROTECTION IS REQUIRED BY THE CITY/ COUNTY PLANNING DEPARTMENT, TREE PROTECTION
CERTIFICATION MUST BE SUBMITTED TO THE DURHAM COUNTY EROSION CONTROL DIVISION, AND TREE
PROTECTION INSPECTION COMPLETED PRIOR TO LAND -DISTURBANCE PERMIT ISSUANCE.
D. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED, THE DISTURBED AREA MUST BE INCLUDED IN THE
LAND DISTURBANCE PLAN AND PERMIT UNLESS ALREADY PERMITTED.
E. IF THE DISTURBED AREA EXCEEDS FIVE ACRES, AN IMPROVEMENT SECURITY WILL BE REQUIRED PRIOR TO
LAND -DISTURBING PERMIT ISSUANCE.
15. STREET LIGHTS ALONG PUBLIC STREETS ARE TO BE DESIGNED, INSTALLED AND MAINTAINED BY DUKE
ENERGY CAROLINAS AS PUBLIC STREET LIGHTING.
16. STREET NAMES AND ADDRESSES WILL BE ASSIGNED WITH THE FINAL PLAT.
17. THE LOCATION OF THE SIDEWALK SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF DURHAM AND/OR NCDOT
ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED
PERMITS, PLEASE CONTACT THE CITY OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE AT
560-4326 FORA PRE -CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED
SIDEWALK.
18. THE WORK TAKING 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 THE NCBC) UNLESS AND
EXCEPT AREAS WHERE AN APPROVED STATEMENT FROM A SITE ENGINEER, SURVEYOR, OR ARCHITECT
VERIFIES THAT SITE CONDITIONS EXIST WHERE THE TOPOGRAPHY OF THE SITE IS EXTREME AND ONLY
ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE. A SEALED AS -BUILT SURVEY OF THE SITE, PERFORMED
BY THE DESIGN PROFESSIONAL OR DESIGNEE, MUST BE SUBMITTED TO THE BUILDING INSPECTIONS
DEPARTMENT CERTIFYING THAT ALL SITE ACCESSIBILITY CODE REQUIREMENTS SUCH AS CURB CUTS, RAMP
SLOPES, SIDEWALK SLOPES AND WIDTHS, AND ACCESS AND PARKING CROSS SLOPES MEET THE REQUIREMENTS
OF THE NC ACCESSIBILITY CODES PRIOR TO CO ISSUANCE.
19. 50 FOOT WIDE WETLAND BUFFER TO REMAIN IN NATURAL, UNDISTURBED VEGETATION. WETLAND BUFFERS
MAY BE USED FOR PASSIVE RECREATIONAL ACTIVITIES, SUCH AS WALKING AND BICYCLING TRAILS, PROVIDED
THAT SERVICE FACILITIES FOR SUCH ACTIVITIES, INCLUDING BUT NOT LIMITED TO PARKING, PICNICKING
AND SANITARY FACILITIES, ARE LOCATED OUTSIDE OF THE WETLAND BUFFER. ANY USE ALLOWED BY THIS
SECTION SHALL BE DESIGNED AND CONSTRUCTED TO MINIMIZE THE AMOUNT OF INTRUSION INTO THE
WETLAND BUFFER AND TO MINIMIZE CLEARING, GRADING, EROSION AND WATER QUALITY DEGRADATION.
(UDO SECTIONS 8.9).
20. PINE STRAW SHALL NOT BE USED AS MULCH OR GROUNDCOVER WITHIN TEN FEET OF ANY STRUCTURES
CONSISTING OF EXTERIOR COMBUSTIBLE CONSTRUCTION AS SPECIFIED BY DURHAM CITY CODE SECTION
46-87.
21. ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE. CONTACT
DURHAM CITY COUNTY PLANNING DEPARTMENT SITE COMPLIANCE STAFF FOR INSPECTION.
22. EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A
RE -INSPECTION FEE. PAYMENT MUST BE RECEIVED BY THE DURHAM CITY COUNTY PLANNING DEPARTMENT
PRIOR TO RE -INSPECTION.
SPECIAL CONDITIONS OF APPROVAL
1. ALL UTILITIES MUST BE INSTALLED UNDERGROUND.
2. SITE WILL BE MASS GRADED.
3. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY: AN APPROVED AND EXECUTED DUKE ENERGY
STREET LIGHT SERVICE AGREEMENT MUST BE PROVIDED TO THE CITY OF DURHAM. FOR ADDITIONAL
DETAILS CONCERNING LIGHTING REQUIREMENTS AND DESIGN PROCESS, CONTACT THE CITY DEPARTMENT
OF TRANSPORTATION (TERRY THOMPSON AT 919-560-4366).
4. THE FOLLOWING MUST BE DONE AT THE TIME OF FINAL PLAT: DOCUMENTATION ESTABLISHING THAT
PROPER LEGAL PROVISIONS (INCLUDING ATTORNEYS CERTIFICATE) HAVE BEEN MADE FOR THE
ESTABLISHMENT OF A HOMEOWNERS ASSOCIATION DECLARATION OF COVENANTS AND RESTRICTIONS FOR
THE COMMON AREAS FOR PERPETUAL OWNERSHIP AND MAINTENANCE OF COMMONLY OWNED
IMPROVEMENTS AND LANDS SHALL BE PROVIDED AS REQUIRED BY THE UNIFIED DEVELOPMENT ORDINANCE.
5. THE FOLLOWING MUST BE DONE PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY: PERMANENT SIGNS
CLEARLY IDENTIFYING THE RIPARIAN BUFFER SHALL BE INSTALLED PRIOR TO ISSUANCE OF CERTIFICATE OF
OCCUPANCY AND MAINTAINED IN PERPETUITY.
6. PRIOR TO ISSUANCE OF A BUILDING PERMIT: DEDICATE A PUBLIC ACCESS EASEMENT FOR THE SIDEWALK
LOCATED OUTSIDE THE RIGHT-OF-WAY AT THE MAIL KIOSK ON ROAD B. A COPY OF THE RECORDED PLAT
MUST BE SUBMITTED WITH THE FIRST BUILDING PERMIT APPLICATION.
PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY
BERINI DRIVE AND COLE MILL ROAD
7. CONSTRUCT AN EXCLUSIVE NORTHBOUND LEFT -TURN LANE ON COLE MILL ROAD AT BERINI DRIVE WITH
ADEQUATE STORAGE AND APPROPRIATE TAPER (SUBJECT TO RIGHT-OF-WAY ACQUISITION).
8. IF ADDITIONAL RIGHT-OF-WAY IS NEEDED FOR THE CONSTRUCTION OF THE NORTHBOUND LEFT -TURN AND
CANNOT BE OBTAINED, A TRAFFIC SIGNAL SHALL BE INSTALLED WITH STEEL POLES AND MAST ARMS (SUBJECT
TO APPROVAL BY NCDOT). ADEQUATE DOCUMENTATION MUST BE PRESENTED TO AND APPROVED BY NCDOT
TO ILLUSTRATE A GOOD FAITH EFFORT FOR ACQUISITION OF RIGHT-OF-WAY NEEDED FOR THE
CONSTRUCTION OF THE NORTHBOUND LEFT -TURN LANE.
BERINI DRIVE AND KIMBALLDRIVE/SITE DRIVE #1
9. CONSTRUCT THE SITE ACCESS #1 AS FULL MOVEMENT ACCESS WITH ONE INGRESS LANE, ONE EGRESS LANE
AND ADEQUATE INTERNAL PROTECTIVE STEM.
An
SHOCCOREE RESIDENTIAL= PHASE II
SITE PLAN
4115 BERINI DRIVE & 3941 SHOCCOREE DRIVE
PUBLIC WORKS CONDITIONS OF APPROVAL
1. ALL SIZES, MATERIALS, SLOPES, LOCATIONS, EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES
(WATERLINES, SANITARY SEWER LINES AND STORM DRAINAGE CONVEYANCE SYSTEMS) SHALL BE REVIEWED
AT CONSTRUCTION DRAWING SUBMITTAL AND BE SUBJECT TO APPROVAL BY THE CITY OF DURHAM PUBLIC
WORKS DEPARTMENT BASED UPON THE DESIGN CRITERIA AND STANDARDS SET FORTH BY THE PUBLIC
WORKS DEPARTMENT AND BE SUBJECT TO REVIEW AND APPROVAL BY THE PUBLIC WORKS DEPARTMENT AT
CONSTRUCTION DRAWING SUBMITTAL.
2. AS -BUILT DRAWINGS SHALL BE APPROVED PRIOR TO WATER METER AND SANITARY SEWER SERVICE
CONNECTION INSTALLATIONS AND PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
3. EXTENSION AGREEMENT REQUIRED. IF SITE IS OUTSIDE CITY LIMITS, EXTENSION AGREEMENT MUST BE
FULLY EXECUTED BY CITY COUNCIL PRIOR TO ACTION ON ANNEXATION. SUBMIT APPLICATION WITH ONE
COPY OF OVERALL UTILITY PLAN. CONTACT ENGINEERING DIVISION AT 560-4326.
4. IF A HYDRANT IS PROPOSED OUTSIDE OF THE RIGHT-OF-WAY A FIRE FLOW ANALYSIS IS REQUIRED.
WATERLINE SIZE MAY CHANGE WITH FIRE FLOW ANALYSIS. CONTACT ENGINEERING DESIGN SERVICES AT
560-4326 TO SCHEDULE FLOW TEST OR TO OBTAIN CURRENT SYSTEM DATA.
5. IF A METER 2" OR LARGER IS PROPOSED, CONTACT WATER MANAGEMENT AT 560-4381 PRIOR TO THE
CONSTRUCTION OF THE METER VAULT TO VERIFY THE TYPE AND DIMENSIONS OF THE METER.
6. IF A BACKFLOW PREVENTER IS PROPOSED OR REQUIRED A BACKFLOW PREVENTER PERMIT SHALL BE
OBTAINED PRIOR TO BEGINNING INSTALLATION. CONTACT THE CROSS -CONNECTION CONTROL OFFICE AT
560-4194 AND REFER TO HTTP://DURHAMNC.GOV/952/BACKFLOW-PREVENTION.
7. 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 DURHAM (CITY) REFERENCE GUIDE
FOR DEVELOPMENT (RGD) AND ANY LETTERS TO 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 FIRST SUBMITTAL OF THE CONSTRUCTION DRAWINGS ARE RECEIVED FOR REVIEW BY
THE CITY.
8. FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]) REQUIRE THE USE OF
STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR HEC-1 MODELS. FOR EACH SCM, AS
APPLICABLE, STAGE -STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAPHS ARE REQUIRED.
ALL TABULATED DATA INCLUDING CALCULATIONS SHOWING THE LIMITING DISCHARGE, WHETHER ORIFICE,
WEIR, BARREL, OR OUTLET CONTROL, AS APPROPRIATE IS REQUIRED. HYDROCAD, HYDRAFLOW
HYDROGRAPHS, AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWARE PROGRAMS WHICH
INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE CITY.
9. STORMWATER CONTROL MEASURE(S) (SCM[S]) PERMIT FEE(S) AND EITHER A PAYMENT INTO THE
STORMWATER REPLACEMENT FUND OR THE PROVISION OF AN ALTERNATE SECURITY ARE REQUIRED FOR
ALL SCM(S) ASSOCIATED WITH THIS DEVELOPMENT. CONSTRUCTION OF THE DEVELOPMENT IS NOT
ALLOWED TO COMMENCE UNTIL THESE ITEMS ARE PROVIDED IN ACCORDANCE WITH CITY STORMWATER
STANDARDS OR IN ACCORDANCE WITH WRITTEN 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 IF A FINANCIAL GUARANTEE IN THE FORM OF PAYMENT INTO
THE STORMWATER REPLACEMENT FUND IS UTILIZED.
10. AN AS -BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]), PROVIDED BY THE BMP
CERTIFYING ENGINEER (BCE), IS REQUIRED. THE AS -BUILT CERTIFICATION SHALL BE SUBMITTED IN
ACCORDANCE WITH THE CITY OF DURHAM BCE PROGRAM, REFER TO SECTION 8.6, BMP CERTIFYING
ENGINEER PROGRAM FOR STORMWATER BMPS IN THE CITY OF DURHAM, OF THE REFERENCE GUIDE FOR
DEVELOPMENT. THE SCM AS -BUILT CERTIFICATION(S) SHALL BE APPROVED BY THE STORMWATER
DEVELOPMENT REVIEW 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/COMPLIANCE CAN BE ISSUED FOR
A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITY REQUIREMENTS.
11. STORMWATER CONTROL MEASURE(S) (SCM IS]) 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 (CD) SUBMITTAL PROCESS. IF, AT THE TIME OF CD SUBMITTAL, IT IS
FOUND THAT THE PROPOSED SCM(S) IS UNDERSIZED OR OTHERWISE INSUFFICIENT OR UNSUITABLE FOR THE
SITE, IT IS THE RESPONSIBILITY OF THE APPLICANT TO INSURE THAT THE APPLICABLE STORMWATER
ORDINANCE REQUIREMENTS ARE MET. A REVISED SITE PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IF
THE ORIGINALLY PROPOSED SCM(S) ARE FOUND INSUFFICIENT OR UNSUITABLE, AND ALTERNATIVE SCM(S) TO
MEET THE APPLICABLE STORMWATER ORDINANCE REQUIREMENTS ARE REQUIRED.
12. TO RECEIVE CONSTRUCTION DRAWINGS APPROVAL FOR SINGLE FAMILY DETACHED, TOWNHOME AND
DUPLEX RESIDENTIAL DEVELOPMENTS THAT ARE MAKING USE OF NUTRIENT BANKS AND/OR THE NCEEP,
THE APPROVAL OF THE CONSTRUCTION DRAWINGS IS CONTINGENT UPON THE PURCHASE OF NUTRIENT
CREDITS. IF A REVISED SITE PLAN/PRELIMINARY PLAT IS SUBMITTED FOR THIS SITE, THE REVISED SITE
PLAN/PRELIMINARY PLAT WILL BE SUBJECT TO ANY ORDINANCES IN PLACE AT THE TIME OF THE REVISED
SITE PLAN/PRELIMINARY PLAT SUBMISSION. PRIOR TO THE APPROVAL OF ANY CONSTRUCTION DRAWINGS OR
PRIOR TO THE RELEASE OF ANY BUILDING PERMITS PERTAINING TO THIS DEVELOPMENT, WHICHEVER
COMES FIRST, A LETTER/RECEIPT SHOWING THE PURCHASE OF THE NUTRIENT CREDITS FOR THIS
DEVELOPMENT AND A COPY OF THE NUTRIENT BANK LEDGER IF APPLICABLE, SHOWING THE TOTAL
NUTRIENT CREDITS AVAILABLE MINUS ANY AND ALL DEDUCTIONS, IS TO BE PROVIDED TO THE STORMWATER
DEVELOPMENT REVIEW SECTION. HOWEVER, IF INSUFFICIENT CREDITS ARE AVAILABLE FROM NUTRIENT
BANKS AND NCEEP WILL NOT ACCEPT PAYMENT, THEN THE APPLICANT SHALL SUBMIT A REVISED SITE
PLAN/PRELIMINARY PLAT BACK TO THE DURHAM CITY -COUNTY PLANNING DEPARTMENT AND SHALL
COMPLY WITH THE CURRENT STORMWATER PERFORMANCE STANDARDS IN PLACE AT THE TIME OF THE
REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION.
13. THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE STORMWATER
DEVELOPMENT REVIEW SECTION PRIOR TO 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 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. 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 MEETING REQUIREMENTS FOR
EROSION CONTROL, ENGINEERING INSPECTIONS, ETC.
14. THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA - AS REQUIRED) SHALL SUBMIT THREE (3) SETS OF
CONSTRUCTION DRAWINGS TO THE PUBLIC WORKS 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, MATERIALS, SLOPES, LOCATIONS,
EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES (WATERLINES, SANITARY SEWER LINES AND STORM
DRAINAGE CONVEYANCE SYSTEMS) FOR COMPLIANCE WITH ALL APPLICABLE REGULATORY STANDARDS,
SPECIFICATIONS, AND BEST MANAGEMENT PRACTICES.
15. THE DESIGNING PROFESSIONAL (A NCPE, NCRLA - AS REQUIRED) SHALL SUBMIT ONE (1) SET OF AS -BUILT
DRAWINGS TO THE PUBLIC WORKS DEPARTMENT - DEVELOPMENT REVIEW FOR REVIEW AND APPROVAL.
AS -BUILT DRAWING APPROVAL IS REQUIRED PRIOR TO WATER METER INSTALLATION AND/OR SANITARY
SEWER SERVICE CONNECTION AND PRIOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
16. FIRE FLOW ANALYSIS REQUIRED FOR REVIEW AND APPROVAL AS PART OF THE CONSTRUCTION DRAWING
APPROVAL PROCESS. TO SCHEDULE A FLOW TEST COMPLETE THE ONLINE APPLICATION
(HTTP: / /DURHAMNC.GOV /1538/FIRE-FLOW-TEST-REQUEST).
17. WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING WATER
MAIN INSTALLATION.
18. A SECOND WATERLINE FEED IS REQUIRED PRIOR TO THE 100TH CERTIFICATE OF COMPLIANCE.
19. SEWER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING
SANITARY SEWER MAIN INSTALLATION.
20. AN NCDOT OR CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED.
21. 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 AS PART OF THE GRADING PLAN DURING
CONSTRUCTION DRAWING REVIEW. THESE PIPES AND/OR STRUCTURES MAY NOT BE INSTALLED PRIOR TO
CONSTRUCTION DRAWING APPROVAL AND PAYMENT OF INSPECTION FEES.
22. WHEN SIDEWALK AND CURB RAMPS ARE PROPOSED:
1. PROWAG STANDARDS ARE TO BE USED. SEE CITY OF DURHAM CURB CUTS DETAILS
HTTP: //DURHAMNC.GOV /DOCUMENTCENTER/H OME /VIEW /2114.
2. FOR RAMPS IN 'TIGHT' EXISTING DEVELOPED AREAS WITH SMALL ROW'S (DOWNTOWN, ETC) IT IS
RECOMMENDED SPECIFIC RAMP DETAILS ARE NEEDED TO PREVENT CONSTRUCTION DELAYS. THE
BURDEN TO MAKE IT WORK IS ON THE DESIGNING ENGINEER.
23. CENTERLINE OF 30 FOOT WIDE CITY OF DURHAM SANITARY SEWER EASEMENT. SUBJECT TO TERMS STATED IN
THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL, EMBANKMENTS, TREES OR
OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
24. CENTER LINE OF 20 FOOT & 14 FOOT WIDE PUBLIC STORM WATER DRAINAGE EASEMENT. OWNERSHIP OF AND
RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES IN THIS EASEMENT
REMAINS WITH THE CURRENT OWNER. IF THE PROPERTY IS WITHIN OR BECOMES PART OF THE CITY, THE
EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT TO THE TERMS AND RESTRICTIONS STATED
IN THE "REVISED DECLARATION OF RIGHTS AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER
MANAGEMENT FACILITY EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT
IN INCORPORATED HEREIN. THIS EASEMENT AND THE REVISED DECLARATION DO NOT CREATE THE
OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDING, STRUCTURES, FILLS, EMBANKMENTS OR
OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
25. THE SIDEWALKS IN THE VICINITY OF THE MAIL KIOSK ARE EXPRESSLY DEDICATED TO USE BY THE GENERAL
PUBLIC. UPON CONSTRUCTION OF THE SIDEWALKS IN CONFORMANCE WITH ALL APPLICABLE
REQUIREMENTS, CITY COUNCIL MAY ACCEPT THE SIDEWALKS FOR MAINTENANCE BY THE CITY OF DURHAM
("CITY"). ACCEPTANCE OF THE SIDEWALKS BY CITY COUNCIL CONVEYS THE RIGHT IN, OVER, UNDER AND
THROUGH THE SIDEWALKS, NECESSARY FOR THE CITY AND ITS AGENTS AND CONTRACTORS, TO MAINTAIN
AND REPAIR THE SIDEWALKS IN THE CITY'S SOLE DISCRETION. THE RIGHT OF INGRESS/EGRESS TO THE
SIDEWALKS FROM THE PUBLIC RIGHT OF WAY IS ALSO GRANTED TO THE CITY SO THE CITY CAN MAINTAIN
AND REPAIR THE SIDEWALKS AFTER ACCEPTANCE. THE CITY IN ITS SOLE DISCRETION HAS THE RIGHT TO
DETERMINE THE POINTS OF INGRESS AND EGRESS FROM THE PUBLIC RIGHT OF WAY NECESSARY TO
PERFORM MAINTENANCE OR REPAIR AFTER ACCEPTANCE.
DURHAM, NORTH CAROLINA
CASE NUMBERS
0 D2100250
CITY OF DURHAM: SITE PLAN
SHEET INDEX
j U LY 28, 2021
REVISED: DECEMBER 3, 2021
SITE
SITE VICINITY MAP
0 250' Soo,
EX1-2
EXISTING CONDITIONS AND DEMO PLAN
SL1-6
SITE LAYOUT PLAN
LS1
LANDSCAPE PLAN
GR1-6
GRADING AND DRAINAGE PLAN
UT1-6
UTILITY PLAN
DT1
DETAILS PLAN
GENERAL NOTES
1. BOUNDARY AND TOPOGRAPHIC INFORMATION IS BASED UPON SURVEY BY MURPHY GEOMATICS.
2. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON
AVAILABLE INFORMATION AND MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE
CONSIDERED APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED
PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL CALL "NC ONE CALL: 1-800-632-4949".
CONTRACTOR SHALL MAINTAIN MARKINGS WHERE NEEDED DURING PROJECT. ALL UTILITY
LOCATIONS THAT DO NOT MATCH THE VERTICAL OR HORIZONTAL CONTROL SHOWN ON THE
PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION. THE CONTRACTOR SHALL VERIFY LOCATIONS OF UTILITIES AND SERVICE LATERALS
PRIOR TO CONSTRUCTION. ANY CONFLICTS WITH LOCATIONS OF LIGHT POLES, TREES, ETC. SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION.
3. EDENS LAND ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA WHICH HAVE
BEEN SUPPLIED BY OTHERS.
4. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
5. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO
CONSTRUCT SAID IMPROVEMENTS PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY
IN A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN
ACCORDANCE WITH NCDOT AND CITY OF DURHAM STANDARDS AND POLICIES. THIS INCLUDES
(WHERE APPROPRIATE) BUT IS NOT LIMITED TO: ADEQUATE TRANSITION TAPERS, ALIGNMENT OF
LANES THROUGH INTERSECTIONS, ASSOCIATED SIGNAL MODIFICATIONS, PAVEMENT MARKINGS,
ASSOCIATED SIGNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED ROADWAY
IMPROVEMENTS AND BIKE LANES. THE APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY
FOR ACQUISITION OF ANY ADDITIONAL RIGHT-OF-WAY NECESSARY TO ACCOMMODATE THESE
IMPROVEMENTS AND ANY REQUIRED SIDEWALK CONSTRUCTION.
6. SITE DATA INFORMATION, CALCULATIONS AND REQUIREMENTS CAN BE FOUND ON SHEET SIA.
Q7. THE LOCATION OF THIS SIDEWALK SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF DURHAM
AND/OR NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION. AFTER
OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF DURHAM ENGINEERING
CONSTRUCTION INSPECTION OFFICE AT 560-4326 FOR A PRE -CONSTRUCTION CONFERENCE AND
FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK.
Q8. A TRAFFIC IMPACT ANALYSIS (TIA) DATED 07/27/21 WAS PREPARED BY RAMEY KEMP & ASSOCIATES,
INC.
ro
PARCEL INFORMATION
PIN: 0813-03-11-1497, PID: 175212
PIN: 0813-03-10-7250, PID: 175209
0 OWNERS
rm. EdensLand
112 E. Main Street www.edens.inc
Durham, NC 27701 919.316.1855
NEW AGE COMMUNICATION, LIMITED
PARTNERSHIP
C/O CURTIS MEDIA GROUP
3012 HIGHWOOD BLVD.
SUITE 201
RALEIGH, NC 27604
ENGINEERING &
LANDSCAPE ARCHITECTURE
EDENS LAND CORP.
112 EAST MAIN STREET
DURHAM, NC 27701
PH: 919.316.1855
EMAIL: [e-mail]
CONTACT: CHRIS MEHL, P.E.,
DIRECTOR - CIVIL ENGINEERING SERVICES
SURVFYING
MURPHY GEOMATICS, PLS
10505 LEAFWOOD PLACE
RALEIGH, NC 27613
PH: 919.280.8189
EMAIL: [e-mail]
CONTACT: JONATHAN MURPHY, PLS
PROJECT DATA
This drawing is the property of
Edens Land Corp. and is not to be
reproduced or copied in whole or in
part without the expressed written
permission of Edens Land Corp.
NC LICENSE: C-2745
C n
AAL
,Y
59
Z •• 12/03/21
�x
PHER\
PRELIMINARY
NOT FOR CONSTRUCTION
SITE INFORMATION
JURISDICTION
CITY OF DURHAM
EXISTING ZONE
RS-20
EXISTING USE
VACANT RESIDENTIAL
PROPOSED USE
SINGLE FAMILY DETACHED RESIDENTIAL (CLUSTER)
PIN
0813-03-11-1497,0813-03-10-7250
PARCEL ID
175212, 175209
GROSS SITE AREA
63.854 AC.
DEVELOPMENT TIER
SUBURBAN
RIVER BASIN
NEUSE
OVERLAY DISTRICTS
E-B (PORTION OF SITE ONLY)
WATERSHED
FALLS LADE
LOT INFORMATION
PROPOSED # LOTS
100
MINIMUM LOT SIZE
10,000 S.F.
PARKING INFORMATION
REQUIRED
ALL HOUSEHOLD LIVING: 2 SPACES/UNIT = 100 LOTS X 2 SPACES
TOTAL REQUIRED = 200 SPACES
PROVIDED
SINGLE FAMILY LOTS: 100 LOTS X 2/LOT = 200 SPACES
MAIL KIOSK: 2 SPACES (1 HC VAN ACCESSIBLE) 0
DIMENSIONAL CRITERIA- RS-20 CLUSTER (SINGLE FAMILY DETACHED)
MINIMUM LOT AREA
10,000 S.F.
PERIMETER BUFFER
20' WHERE LOTS ADJACENT TO PERIMETER
BOUNDARY LESS THAN 20,000 S.F.
STREET YARD SETBACK
25' MIN.
SIDE YARD SETBACK
9' MIN.; 22' AGGREGATE
REAR YARD SETBACK
25' MIN.
MAXIMUM BUILDING HEIGHT
35' MAX.
MINIMUM BUILDING SEPARATION
22' MIN.
MINIMUM LOT WIDTH
75'
DENSITY INFORMATION
TOTAL PROJECT SITE AREA: 2,761,617 S.F. (2,761,617 S.F. / 20,000 S.F. PER RS-20 LOT = 138 RS-20 LOTS.
OPEN SPACE REQUIREMENTS- RS-20 CLUSTER
GROSS SITE AREA
63.854 AC.
OPEN SPACE REQUIRED
19.80 AC. (862,664 S.F.) RS-20 CLUSTER -SEE SHEET SL1 Q
LOT SIZE FOR REQUIRED OPEN SPACE BREAKDOWN
OPEN SPACE PROVIDED
30.26 AC. (1,318,228 S.F.)
RECREATIONAL OPEN SPACE REQUIRED (RS-20 CLUSTER)
NONE (PER UDO SEC. 7.2.3.A.2.b)
RECREATIONAL OPEN SPACE PROVIDED
0 S.F. (0.00 AC.)
IMPERVIOUS CALCULATION
EXISTING IMPERVIOUS
10,137 S.F. (0.23 AC.) (0.36%)
PROPOSED IMPERVIOUS
ROAD: 183,006 S.F. (6.63%)
ROOF: 249,388 S.F. (9.03%)
DRIVEWAY: 70,271 S.F. (2.54%)
PARKING LOT: 0 S.F. (0%)
SIDEWALK: 82,841 S.F. (3.00%)
TOTAL: 585,506 S.F. (21.20%)
TREE COVERAGE AREA REQUIREMENTS
NET SITE AREA
63.854 AC.
TREE PRESERVATION AREA REQUIRED = 63.398 AC. X 20%:
TREE PRESERVATION AREA PROVIDED:
12.77 AC. (556,261 S.F.)
19.62 AC. (854,655 S.F.) = 30.73% IL
N
APPROVAL STAMP: CASE #D21002501
BERINI DRIVE AND SITE DRIVE #2
10. CONSTRUCT THE SITE ACCESS #2 AS FULL MOVEMENT ACCESS WITH ONE INGRESS LANE, ONE EGRESS LANE
AND ADEQUATE INTERNAL PROTECTIVE STEM.