NCC223198_Site Plan or Location Map_20220912

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Y
SITE DATA
PIN
0759-01-19-1167, 0759-01-18-2912, 0759-01-18-6965,
0759-01-18-2760, 0759-01-18-3454, 0759-01-28-1608,
0759-01-18-9824, 0759-01-18-9638, 0759-01-18-7524,
0759-01-28-5359, 0759-01-28-6298
PID
203363, 211393, 164913, 211392, 164911, 211388, 164916, 164914,
164909, 164918, 164929
SITE AREA
43.95 AC
PROJECT AREA
30.90 AC
ZONING
CG(D) (Z05-18)
DEVELOPMENTTIER
SUBURBAN
WATERSHED
F/J-B
OVERLAY
WATERSHED
FALLS LAKE
RIVER BASIN
NEUSE RIVER BASIN
EXISTING USE
VACANT COMMERCIAL&RESIDENTIAL
PROPOSED USE
336 APARTMENTS
BUILDING AREA
336,050 SF
BUILDING HEIGHT
MAXIMUM
50'
PROPOSED
<50'
BUILDING COVERAGE
MAXIMUM
60%
EXISTING
0.60%
PROPOSED
24.9%
SETBACKS
REQUIRED
STREET YARD: 25'
SIDE YARD: 8'
REAR YARD: 25' (12.5' ADJACENT TO NON-RESIDENTIAL)
PROPOSED
STREET YARD: 25'
SIDE YARD: 8'
REAR YARD: 25'
PARKING
REQUIRED
APARTMENT: 336 UNITS x 2.0/UNIT = 672 SPACES
*A BY -RIGHT PARKING REDUCTION IS PROPOSED VIA
ADDITIONAL TREE COVERAGE. AN ADDITIONAL 88 CANOPY
TREES WITH A MINIMUM 6" DBH SHALL BE PRESERVED.
SEE SHEET C2.00 FOR ADDITIONAL TREE SAVE DETAILS.
TOTAL: 584 SPACES
PROPOSED
STANDARD: 530 SPACES
GARAGE: 38 SPACES
ACCESSIBLE: 24 SPACES
EV: 2 SPACES
TOTAL: 594 SPACES
ACCESSIBLE PARKING
REQUIRED
14 SPACES
PROPOSED
24 SPACES
VAN ACCESSIBLE
REQUIRED
3 SPACES
PARKING
PROPOSED
24 SPACES
BICYCLE PARKING
REQUIRED
1 SPACE PER 10 UNITS
TOTAL: 34 SPACES
PROPOSED
34 SPACES (28 OUTDOOR, 6 INDOOR)
IMPERVIOUS
EXISTING
0.44 AC (1.4%)
MAXIMUM
21.39 AC (70%)
PROPOSED
11.83 AC (38.7%)
SITE TOTAL
11.83 AC (38.7%)
TREE COVERAGE
REQUIRED
30.90 AC x 20%= 6.18 AC
PROPOSED
10.06 AC (32.56%)
RESIDENTIAL DENSITY
REQUIRED
11 UNITS/AC (MAXIMUM)
PROPOSED
336 UNITS / 30.90 AC = 10.87 UNITS/AC
OPEN SPACE
REQUIRED
18% GROSS AREA = 242,281 SF (5.56 AC)
PROPOSED
491,991 SF - PASSIVE OPEN SPACE AREA (TREE SAVE)
82,437 SF - RECREATIONAL OPEN SPACE
574,428 SF - TOTAL OPEN SPACE (32.90%)
RECREATIONAL OPEN
REQUIRED
33% REQUIRED OPEN SPACE AREA = 79,953 SF
SPACE
PROPOSED
48,918 SF - MAIN AMENITY AREA
15,662 SF - LINEAR AMENITY
6,129 SF - DOG PARK
9,486 SF - TRAIL AMENITY
82,437 SF TOTAL RECREATIONAL OPEN SPACE
VICINITY MAP
Z11031 01 till -I k t F!dr U!!T 0 1 SL i I
0 SANDERS AVENUE DURHAM, NC 27703
CONSTRUCTION DRAWINGS
THE CITY OF DURHAM AND THEIR ASSIGNS HAVE RIGHT OF ACCESS TO THE PERMANENT
STORMWATER CONTROL MEASURES [BIO-RETENTION, PERMEABLE PAVEMENT,
WETLAND] FOR INSPECTIONS AND MAINTENANCE ENFORCEMENT. A BLANKET EASEMENT
TO, OVER, AND AROUND THE STORMWATER CONTROL MEASURES IS HEREBY GRANTED
FOR INSPECTIONS AS WELL AS ENFORCEMENT OF OPERATION AND 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.
COMMITTED ELEMENTS (Z05-18)
ORIGINAL REZONING COMMITTED ELEMENTS:
PROJECT NUMBER: 2021110337
DATE: MAY 8, 2022
REVISED: J U N E 101 2022
1. MAXIMUM BUILDING SQUARE FOOTAGE FOR THE COMMERCIAL ZONING SHALL BE 431,052 S.F.
2. DEDICATE 25 FEET OF ADDITIONAL RIGHT-OF-WAY FOR THE U.S. 70 FRONTAGE OF THE SITE.
3. CONSTRUCT MAY STREET TO THE CITY OF DURHAM/NCDOT STANDARDS WITH A TURN AROUND FOR THE SITE FRONTAGE.
4. THE DEVELOPER WILL PAY A FEE EQUIVALENT TO THE STANDARD COST OF A CITY OF DURHAM BUS SHELTER (UP TO $5,000.00), TO BE PLACED WITHIN THE
DEVELOPMENT AT A LOCATION RECOMMENDED BY THE DURHAM AREA TRANSIT AUTHORITY (DATA) PRIOR TO THE ISSUANCE OF THE 10TH CERTIFICATE OF
COMPLIANCE. UNLESS DATA STATES THAT THE BUS SHELTER IS NOT NEEDED. DATA MUST DESIGNATE IN WRITING WHERE WITHIN THE PUBLIC RIGHT-OF-WAY
THE BUS SHELTER WILL BE LOCATED.
5. THERE WILL BE A NORTHERN PROPERTY ROADWAY CONNECTION OF THE PROPOSED STREET (FROM U.S. 70) ONTO COPPERLEAF PARKWAY WITHIN THIS
GENERAL AREA. THIS ALIGNMENT OF THE PROPOSED ROAD AND THE CONFIGURATION OF THE INTERNAL INTERSECTIONS WILL BE DETERMINED AT THE SITE
PLAN REVIEW STAGE IN CONFORMANCE WITH THE CITY OF DURHAM TRANSPORTATION GUIDELINES.
6. ANY BIKE AND/OR PEDESTRIAN TRAILS WITHIN BRIGHTLEAF AT THE PARK WILL BE CONTINUED INTO AND THROUGH THE COMMERCIAL DEVELOPMENT OF
BRIGHTLEAF COMMONS, THE EXACT LOCATIONS AND METHODOLOGY WILL BE DETERMINED AT THE SITE PLAN REVIEW STAGE.
7. THE TRIP GENERATION POTENTIAL OF THE SITE WILL NOT EXCEED 21.776 NET NEW EXTERNAL DAILY TRIPS, BASES ON THE 7TH EDITION OF THE ITE TRIP
GENERATION MANUAL AND THE TRIP GENERATION METHODOLOGY PROVIDED IN THE ORIGINAL TIA, AS WELL AS THE TRIP GENERATION SUMMARY LETTER
DATED JULY 23, 2008,
8. THE 50 FOOT BUFFER ALONG THE NORTHERN PROPERTY LINE BETWEEN BRIGHTLEAF AT THE PARK DEVELOPMENT AND TWO LOTS OFR OFFICE 1, 2, & 3 WILL BE
SUPPLEMENTED BY AN ADDITIONAL 20 FEET UTILIZING A 3 FOOT TO4 FOOT HIGHT BERM PLANTED WITH UNDERSTORY PLANTINGS WHERE BUILDINGS OR
PARKING AREAS OCCUR.
9. THE TWO LOTS ADJACENT TO THE NORTHERN PROPERTY LINE AND BRIGHTLEAF AT THE PARK DEVELOPMENT WEST OF COPPERLEAF PARKWAY SHALL BE LIMITED
TO USES ALLOWED UNDER SECTION 5.2.6 TITLED "OFFICE USE CATEGORIES" OF THE DURHAM UNIFIED DEVELOPMENT ORDINANCE, OFFICE NUMBER 3
LOCATION AS SHOWN ON SHEET D002A WILL NOT BE PERMITTED TO HAVE A DRIVE -UP WINDOW.
10. THERE WILL NO SINGLE-FAMILY RESIDENTIAL UNITS CONSTRUCTED AT THIS SITE. IN ADDITION, THE DEVELOPER WILL DONATE $500.00 PER INDIVIDUAL
MULTIFAMILY RESIDENTIAL UNIT TO THE DURHAM PUBLIC SCHOOLS IF THE DEVELOPER CONSTRUCTS MULTIFAMILY RESIDENTIAL AT THE SITE. PAYMENT WILL BE
MADE PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
11. PRIOR TO THE ISSUANCE OF A BUILDING CO FOR RETAIL'A', PROVIDE A PLANTED BERM HEIGHT OF 10 FEET BETWEEN THE EAST SIDE OF COPPERLEAF PARKWAY
(FROM HWY US 70 TO THE ENTRANCE DRIVE OF RETAIL'A') AND THE CURB LINE OF RETAIL'A'. THE BERM HEIGHT WILL BE MEASURED FROM THE FINISHED
FLOOR OF RETAIL'A'. THE PLANTINGS, WHERE THE BERM ALONE IS UTILIZED, WILL CONTAIN, AS A MINIMUM, THE FOLLOWING IN ADDITION TO THE ORDINANCE
REQUIREMENTS FOR STREET TREES:
5 CANOPY OR EVERGREEN TREES 3/1/2" CAL. FOR EACH 100 LF OF BERM ALONG COPPERLEAF PARKWAY.
5 DECIDUOUS OR EVERGREEN UNDERSTORY TREES FOR EACH 100 LF OF BERM ALONG COPPERLEAF PARKWAY.
25 EVERGREEN SHRUBS FOR EACH 100 LF OF BERM ALONG COPPERLEAF PARKWAY.
WHERE THE DISTANCE BETWEEN THE RIGHT-OF-WAY OF COPPERLEAF PARKWAY AND THE BACK OF CURB AT RETAIL W IS LESS THAN 50 FEET AND A 10' BERM
WITH THE ABOVE PLANTINGS IS NOT PRACTICAL; THE DEVELOPER WILL PROVIDE A BUFFER UTILIZING BERMS AND/OR WALLS TO ACHIEVE THE 10-FOOT (ABOVE
FINISH FLOOR) SCREEN HEIGHT.
12. FOR RETAIL'A', THE SIDES AND REAR AREAS OF THE BUILDING FACING A PUBLIC STREET SHALL FEATURE ENHANCED ARCHITECTURE SUCH AS A FAUX
STOREFRONT THAT MATCH THE MATERIALS AND DESIGN ELEMENTS OF THE BUILDING'S FRONT FACADE, TO BE DETERMINED AT THE SITE PLAN STAGE OF
APPROVAL.
13. ALL ENTRYWAYS ONTO COPPERLEAF PARKWAY SHALL INCORPORATE MONUMENT SIGNS AND WALLS AS EQUIVALENT AS POSSIBLE IN COLOR, DESIGN,
ARCHITECTURAL STYLE AND MATERIALS TO THE EXISTING FEATURES ATTHE COPPERLEAF PARKWAY AND US 70 ENTRANCE.
14. THE DEVELOPER WILL INSTALL UP TO TWO (2) TRAFFIC CALMING DEVICES ON HEMLOCK HILLS CONTINGENT UPON CITY TRANSPORTATION DIVISION
APPROVAL. SAID IMPROVEMENTS MUST BE WARRANTED AND APPROVED FOR CONSTRUCTION BY THE CITY TRANSPORTATION DIVISION WITH FIVE (5) YEARS OF
THE ISSUANCE OF THE INITIAL COMMERCIAL BUILDING PERMIT OR THE DEVELOPER HAS NO FURTHER OBLIGATION TO PROVIDE THESE DEVICES.
15. THE DEVELOPER AGREES THAT NO BUILDINGS OR PARKING SHALL BE CONSTRUCTED WITH A 5,000 SF TRIANGULAR -SHAPED AREA LOCATED AT THE
INTERSECTION OF THE SOUTHERN BOUNDARY LINE OF THE 10-FOOT, 0.8 OPACITY BUFFER PARALLEL TO HEMLOCK HILLS DRIVE AND THE NORTHERN
RIGHT-OF-WAY BOUNDARY FOR COPPERLEAF PARKWAY.
16. THE DEVELOPER WILL UTILIZE AN ON -SITE STORMWATER RE -USE SYSTEM TO ASSIST THE WATER QUALITY BMPS IN THE FURTHER REDUCTION OF NITROGEN
RELEASED FROM THE SITE, TO BE DESIGNED AT SITE PLAN.
17. THE DEVELOPER WILL COMMIT TO WORK WITH THE CITY'S PUBLIC WORKS DEPARTMENT AND UTILIZE BEST MANAGEMENT PRACTICES FOR CONTROLLING THE
GEESE POPULATION THAT MAY GATHER IN AND AROUND THE WATER QUALITY AND STORMWATER PONDS.
SUMMARY OF TIA REQUIRED IMPROVEMENTS:
GENERAL
1. MODIFY SIGNAL TIMING AND HARDWARE AS PER NCDOT STANDARDS.
US70/SOUTH MIAMI BOULEVARD/MINERAL SPRINGS ROAD
2. CONSTRUCT A SECOND WESTBOUND LEFT -TURN LANE ON US 70 WITH APPROPRIATE STORAGE AND TAPER.
3. EXTEND THE WESTBOUND RIGHT -TURN LANE ON US 70 TO PROVIDE ADEQUATE STORAGE WITH AN APPROPRIATE TAPER.
US70/SANDERS AVE
4. CONSTRUCT A DIRECTIONAL CROSS -OVER ON US 70 TO PERMIT LEFT -TURNS FROM US 70 WHILE PROHIBITING LEFT TURNS FROM SANDERS AVE.
5. EXTEND THE EASTBOUND LEFT -TURN LANE ON US 70 TO PROVIDE ADEQUATE STORAGE WITH AN APPROPRIATE TAPER.
6. CONSTRUCT A WESTBOUND RIGHT -TURN LANE ON US 70 WITH ADEQUATE STORAGE AND APPROPRIATE TAPER.
US70/COPPERLEAF PARKWAY
7. CONSTRUCT A DIRECTIONAL CROSS -OVER ON US 70 TO PERMIT LEFT TURNS FROM US 70 WHILE PROHIBITING LEFT -TURNS FROM COPPERLEAF PARKWAY.
8. CONSTRUCT TWO EXCLUSIVE EASTBOUND LEFT -TURN LANES ON US 70 WITH ADEQUATE STORAGE AND APPROPRIATE TAPER.
9. CONSTRUCT COPPERLEAF PARKWAY WITH A THREE -LANE CROSS SECTION TO PROVIDE ONE EGRESS LANE AND TWO INGRESS LANES.
10. INSTALL A TRAFFIC SIGNAL IN ACCORDANCE WITH THE CITY AND NCDOT STANDARDS.
US70/PROPOSED CITY STREET
11. CONSTRUCT THE PROPOSED CITY STREET WITH A FOUR -LANE CROSS SECTION TO PROVIDE THREE EGRESS LANES AND ONE INGRESS LANE.
12. MODIFY THE EXISTING MEDIAN ON US 70 TO PERMIT LEFT -TURNS FORM THE PROPOSED CITY STREET WHILE PROHIBITING TURNS FROM EASTBOUND US 70.
13. CONSTRUCT A WESTBOUND RIGHT -TURN LANE ON US 70 WITH ADEQUATE STORAGE AND APPROPRIATE TAPER.
14. INSTALL A TRAFFIC SIGNAL IN ACCORDANCE WITH CITY AND NCDOT STANDARDS.
SHERRON ROAD/MINERAL SPRINGS ROAD
15. CONSTRUCT A SECOND SOUTHBOUND RIGHT -TURN LANE ON MINERAL SPRINGS ROAD WITH ADEQUATE STORAGE AND APPROPRIATE TAPER.
SUMMARY OF COMMITTED IMPROVEMENTS BY OTHERS (AND REQUIRED FOR THIS DEVELOPMENT)
US70/SOUTH MIAMI BOULEVARD/MINERAL SPRINGS ROAD
16. REVISE THE EASTBOUND US 70 APPROACH TO PROVIDE A SECOND LEFT -TURN LANE
US70/LEESVILLE ROAD
17. EXTEND THE STORAGE OF THE EASTBOUND LEFT -TURN LANE ON US 70 TO PROVIDE ADEQUATE STORAGE WITH AN APPROPRIATE TAPER.
SOUTH MIAMI BOULEVARD/ELLIS ROAD
18. CONSTRUCTAN EXCLUSIVE NORTHBOUND LEFT -TURN LANE ON SOUTH MIAMI BOULEVARD WITH APPROPRIATE STORAGE AND TAPER.
SHERRON ROAD/GOLDEN BELT PARKWAY
19. INSTALL A TRAFFIC SIGNAL IN ACCORDANCE WITH CITY AND NCDOT STANDARDS.
SHERRON ROAD/NORTHERN DURHAM PARKWAY
20. CONSTRUCTTHE NORTHERN DURHAM PARKWAY WITH EXCLUSIVE WESTBOUND LEFT -TURN AND RIGHT -TURN LANES WITH APPROPRIATE STORAGE AND
TAPER.
21. CONSTRUCTAN EXCLUSIVE NORTHBOUND RIGHT -TURN LANE ON SHERRON ROAD WITH ADEQUATE STORAGE AND APPROPRIATE TAPER.
22. CONSTRUCTAN EXCLUSIVE SOUTHBOUND LEFT -TURN LANE ON SHERRON ROAD WITH ADEQUATE STORAGE AND APPROPRIATE TAPER.
23. INSTALL A TRAFFIC SIGNAL IN ACCORDANCE WITH CITY AND NCDOT STANDARDS.
SOUTH MIAMI BOULEVARD/ANGIER AVE.
24. RESTRIPE THE WESTBOUND ANGIER AVENUE APPROACH TO PROVIDE TWO EXCLUSIVE LEFT -TURN LANES AND A SHARED THROUGH/RIGHT-TURN LANE.
SEE SHEET C0.00 FOR GENERAL CONDITIONS OF APPROVAL
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
PUBLIC WORKS CONDITIONS OF APPROVAL
1. THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA/NCPLA - 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.
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 - 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 TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
3. FIRE FLOW ANALYSIS REQUIRED FOR REVIEW AND APPROVAL AS PART OF THE
CONSTRUCTION DRAWING APPROVAL PROCESS. TO SCHEDULE A FLOW TEST OR TO
OBTAIN CURRENT SYSTEM DATA, COMPLETE THE ONLINE APPLICATION AT
http://codinetx.durhamnc.gov/sites/publicworks/sitepages/
fire%20flow%20 req uest. aspx.
4. IF A METER 2" OR LARGER IS PROPOSED, CONTACT WATER MANAGEMENT AT
919-560-4381 EXT 35268 PRIOR TO THE CONSTRUCTION OF THE METER VAULT TO
VERIFY THE TYPE AND DIMENSIONS OF THE METER.
5. WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND
PRIOR TO COMMENCING WATER MAIN INSTALLATION.
6. SEWER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND
PRIOR TO COMMENCING SEWER MAIN INSTALLATION.
7. AN NCDOT DRIVEWAY PERMIT IS REQUIRED.
8. PROWAG STANDARDS ARE TO BE USED. SEE CITY OF DURHAM CURB CUTS
DETAILS (http://durhamnc.gov/documentcenter/home/view/2114).
9. THE LOCATION OF THE SIDEWALKS 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
919-560-4326 FOR A PRE -CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO
ANY WORK ON THE PROPOSED SIDEWALK.
10. A SECOND WATERLINE FEED IS REQUIRED PRIOR TO THE 100TH UNIT
11. AT A MINIMUM, THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL
BE GOVERNED BY THE MINIMUM STANDARDS OF THE MOST RECENT EDITION OF
THE COUNTY OF DURHAM STANDARDS AND DETAILS AND ANY LETTERS TO
INDUSTRY (POSTED ON THE COUNTY'S WEBSITE) THAT ARE IN EFFECT THE DATE
CONSTRUCTION DRAWINGS ARE FIRST RECEIVED FOR REVIEW BY THE CITY.
12. 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 COUNTY.
13. STORMWATER CONTROL MEASURE(S) (SCM[S)) PERMIT FEE(S) AND A PAYMENT
INTO THE STORMWATER REPLACEMENT FUND ARE REQUIRED FOR ALL SCM(S)
SPECIAL CONDITIONS OF APPROVAL
SEE TEXT COMMITMENTS ON COVERSHEET
ORIGINAL REZONING SPECIAL CONDITIONS OF APPROVAL:
ASSOCIATED WITH THIS DEVELOPMENT. CONSTRUCTION OF THE DEVELOPMENT IS
NOT ALLOWED TO COMMENCE UNTIL THESE ITEMS ARE PROVIDED IN ACCORDANCE
WITH COUNTY 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.
14. 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 COUNTY
OF DURHAM BCE PROGRAM, REFER TO SECTION 8.6, BMP CERTIFYING ENGINEER
PROGRAM FOR STORMWATER BMPS IN THE COUNTY 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 COUNTY REQUIREMENTS.
15. 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 THAT THE PROPOSED SCM(S) IS
UNDERSIZED, NOT PROPERLY ACCESSIBLE, OR OTHERWISE INSUFFICIENT OR
UNSUITABLE FOR THE SITE, IT IS THE RESPONSIBILITY OF THE APPLICANT TO ENSURE
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, NOT PROPERLY ACCESSIBLE, OR
UNSUITABLE AND ALTERNATIVE SCM(S) WITH ASSOCIATED EASEMENTS ARE
REQUIRED.
16. 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.
17. 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 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.
BUILDING DESIGN - THE FOLLOWING DESIGN ELEMENTS WILL SET THE GUIDELINES FOR THE DEVELOPMENT'S OVERALL BUILDING DESIGN:
1. GENERAL ARCHITECTURAL STYLE - THE ARCHITECTURAL DESIGN STYLE OF THE DEVELOPMENT IS ENCOURAGED TO BE OF A CONTEMPORARY NATURE INSTEAD OF PAST
HISTORIC STYLES SUCH AS COLONIAL, NEO-CLASSICAL, VICTORIAN, ETC/. THE DESIGN OF THE SITE IN THE DEVELOPMENT PLAN WILL ALLOW THE DEVELOPMENT
FLEXIBILITY IN RECRUITING MAJOR ANCOR TENANTS SINCE THE DEVELOPMENT WILL BE ABLE TO ACCOMMODATE THE TENANT'S BRAND IDENTITY IN THE DESIGN.
2. EXTERIOR BUILDING MATERIALS - THE PRIMARY BUILDING MATERIALS TO BE USED WITHIN THE DEVELOPMENT CAN BE A CHOICE OR COMBINATION OF BRICK, BLOCK, OR
EFIS WITH TREIM AND ROOFS TO BE METAL. SIDES AND REAR ELEVATIONS OF BUILDINGS FACING A PUBLIC STREET AREA ENCOURAGED TO MATCH THE MATERIALS AND
DESIGN ELEMENTS OF THE BUILDING'S FRONT FACADE.
3. COLORS - THE COLORS SCHEME TO BE LIMITED TO THREE EARTH TONE COLORS TO BE DICTATED BY THE FIRST MAJOR ANCHOR TENANT TO LOCATE WITHIN THE SITE. THIS
WILL ALLOW NATIONAL CHAINS FLEXIBILITY WITH THEIR BUILDING ARCHITECTURE AND SETTHE GUIDELINES FOR FUTURE TENANTS.
4. ROOFLINES - ROOFLINES VISIBLE FROM THE FRONT FACING A PUBLIC STREET TO VARY IN HEIGHT AND SHAPE TO AVOID CONTINUOUS HORIZONTAL ROOFLINES. PARAPET
WALLS WILL BE PERMITTED TO ALLOW FOR THIS DESIGN LOOK. ALL ROOFTOP EQUIPMENT SHALL BE COMPLETELY SCREENED FROM VIEWS ALONG PUBLIC STREET RIGHT
OF WAYS. THE FIRST MAJOR ANCHOR TENANT WILL SET THE DESIGN GUIDELINE FOR THE ENTIRE DEVELOPMENT.
5. WINDOWS - WINDOWS WILL BE ALONG THE FRONTS OF ALL BUILDINGS FRONTING A PUBLIC STREET. WINDOWS ARE ENCOURAGED ON ALL SIDES OF BUILDING WITH
OFFICE USES. BUILDING SIDES AT THE SETBACK LINE OF U.S. 70 WILL BE ENCOURAGED TO PROVIDE WINDOWS OR THE APPEARANCE OF ONE USING FALSE WINDOWS.
6. ENTRYWAYS - PRIMARY ENTRANCES TO BUILDINGS WILL BE AT THE FRONT OF THE BUILDING WHERE FACING A PUBLIC STREET OR FACING A PARKING AREA. BULDINGS
WHICH FRONT DIRECTLY ON THE RIGHT OF WAY. WITHOUT HAVING PARKING BETWEEN THE BUILDING AND THE ROAD, ARE ALLOWED TO HAVE THEIR PRIMARY
ENTRANCES ON THE SIDE OF THE BUILDING LOCATED NEAREST THE LARGEST PARKING AREA SERVING THE BUILDING.
7. BUILDING HEIGHT - BUILDINGS CAN VARY THE NUMBER OF STORIES. THEY MAY RANGE FROM 1 TO 3 STORIES.
8. LANDSCAPING - THE DEVELOPMENT IS ENCOURAGED TO FOLLOW THE LIST OF PLANT MATERIALS FOUND IN THE DURHAM LANDSCAPE GUIDELINES. NATIVE PLANT
SPECIES ARE ENCOURAGED BUT NOT REQUIRED. EACH PUBLIC STREET SHALL USE THE TREE SPECIES SELECTED FOR THAT STREET.
THE FOLLOWING MUST BE DONE PRIOR TO ISSUANCE OF BUILDING PERMIT:
1. A RECOMBINATION PLAT MUST BE RECORDED AS SHOWN IN APPROVED SITE PLAN D2100274.
2. DEDICATE 25 FEET OF ADDITIONAL RIGHT-OF-WAY FOR THE U.S. 70 FRONTAGE OF THE SITE.
THE FOLLOWING MUST BE DONE PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY:
1. US 70 AND SANDERS AVE
1.1. CONSTRUCT SANDERS AVENUE TO CITY OF DURHAM STANDARDS AS A LIMITED MOVEMENT INTERSECTION WITH ONE INGRESS LANE AND ONE EGRESS LANE
(RIGHT -OUT ONLY)
1.2. INSTALL CHANNELIZED EASTBOUND AND WESTBOUND LEFT -TURN LANES (LEFT-OVERS) ON US 70 AND SANDERS AVENUE.
1.3. CONSTRUCT AN EXCLUSIVE WESTBOUND RIGHT -TURN LANE ON US 70 AT SANDERS AVENUE WITH ADEQUATE STORAGE AND APPROPRIATE TAPER; AND,
1.4. INSTALL A TRAFFIC SIGNAL WITH STEEL STRAIN POLES FOR THE EASTBOUND LEFT -TURN INTO SANDERS AVENUE.
2. PERMANENT SIGNS CLEARLY IDENTIFYING THE RIPARIAN BUFFER SHALL BE INSTALLED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY AND MAINTAINED IN
PERPETUITY.
3. CONSTRUCT MAY STREET TO THE CITY OF DURHAM/NCDOT STANDARDS WITH A TURN AROUND FOR THE SITE FRONTAGE.
4. A MAXIMUM OF 90 UNITS MAY RECEIVE A CERTIFICATE OF OCCUPANCY PRIOR TO THE COMPLETION OF A SECOND POINT OF ACCESS TO THE ROADWAY NETWORK.
5. 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).
SHEET INDEX
C0.00 PROJECT NOTES
C1.00 EXISTING CONDITIONS
C1.01 DEMOLITION PLAN
C2.00 OVERALL SITE PLAN
C2.01 SITE PLAN - AREA A
C2.02 SITE PLAN - AREA B
C2.03 SITE PLAN - AREA C
C2.04 SITE PLAN - AREA D
C2.10 TYPICAL STREET SECTIONS
C3.00 OVERALL GRADING AND STORM DRAINAGE PLAN
C3.01 GRADING AND STORM DRAINAGE PLAN - AREA A
C3.02 GRADING AND STORM DRAINAGE PLAN - AREA B
C3.03 GRADING AND STORM DRAINAGE PLAN - AREA C
C3.04 GRADING AND STORM DRAINAGE PLAN - AREA D
C3.05 STORM DRAINAGE PIPE AND STRUCTURE TABLES
C4.00 OVERALL UTILITY PLAN
C4.01 UTILITY PLAN - AREA A
C4.02 UTILITY PLAN - AREA B
C4.03 UTILITY PLAN - AREA C
C5.00 PLAN & PROFILE - MAY STREET STA. 10+00.00THRU STA. 23+50.00
C5.01 PLAN & PROFILE - SANDERS AVE STA. 10+00.00THRU STA. 22+00.00
C5.02 PLAN & PROFILE - STREET A STA. 10+00.00THRU STA. 13+00.00
C5.03 PLAN & PROFILE - SS O/F A STA. 10+00.00THRU STA. 21+00.00
C5.04 PLAN & PROFILE - SS O/F A STA. 20+00.00THRU STA. 25+25.00
C5.05 PLAN & PROFILE - SS O/F A STA. 30+00.00 THRU 34+00.00/ 40+00.00 THRU 41+50.00/
C6.00 EROSION CONTROL NOTES STA. 50+00.00THRU STA. 51+50.00
C6.01 EROSION CONTROL PLAN - PHASE 1
C6.02 EROSION CONTROL PLAN - PHASE 2
C6.03 EROSION CONTROL PLAN - PHASE 3
C7.01 PAVEMENT MARKING & SIGNAGE PLAN - AREA A
C7.02 PAVEMENT MARKING & SIGNAGE PLAN - AREA B
C7.03 PAVEMENT MARKING & SIGNAGE PLAN - AREA C
C8.00 SITE DETAILS
C8.01 SITE DETAILS
C8.02 SITE DETAILS
C8.03 STORM DRAINAGE DETAILS
C8.04 STORM DRAINAGE DETAILS
C8.05 SANITARY SEWER DETAILS
C8.06 WATER DETAILS
C8.07 WATER DETAILS
C8.08 WATER DETAILS
C8.09 EROSION CONTROL DETAILS
C8.10 EROSION CONTROL DETAILS
C8.11 EROSION CONTROL DETAILS
C8.12 EROSION CONTROL DETAILS
C8.13 EROSION CONTROL DETAILS
C9.00 STORMWATER CONTROL MEASURE W DETAILS
C9.01 STORMWATER CONTROL MEASURE W DETAILS
C9.02 STORMWATER CONTROL MEASURE W DETAILS
C9.03 STORMWATER CONTROL MEASURE W DETAILS
C9.04 STORMWATER CONTROL MEASURE'B' DETAILS
C9.05 STORMWATER CONTROL MEASURE W DETAILS
C9.06 STORMWATER CONTROL MEASURE'B' DETAILS
C9.07 STORMWATER CONTROL MEASURE'B' DETAILS
C9.08 STORMWATER CONTROL MEASURE W PLANTING PLAN
C9.09 STORMWATER CONTROL MEASURE'C' DETAILS
C9.10 STORMWATER CONTROL MEASURE'C' DETAILS
C9.11 STORMWATER CONTROL MEASURE'C' DETAILS
C9.12 STORMWATER CONTROL MEASURE'C' DETAILS
C9.13 STORMWATER CONTROL MEASURE'D' DETAILS
C9.14 STORMWATER CONTROL MEASURE'D' DETAILS
C9.15 STORMWATER CONTROL MEASURE'D' DETAILS
C9.16 STORMWATER CONTROL MEASURE'D' DETAILS
C9.17 STORMWATER CONTROL MEASURE'E' DETAILS
C9.18 STORMWATER CONTROL MEASURE'E' DETAILS
C9.19 STORMWATER CONTROL MEASURE'E' DETAILS
C9.20 STORMWATER CONTROL MEASURE'E' DETAILS
C9.21 STORMWATER CONTROL MEASURE'F' DETAILS
C9.22 STORMWATER CONTROL MEASURE'F' DETAILS
C9.23 STORMWATER CONTROL MEASURE'F' DETAILS
C9.24 STORMWATER CONTROL MEASURE'G' DETAILS
C9.25 STORMWATER CONTROL MEASURE'G' DETAILS
C9.26 STORMWATER CONTROL MEASURE'G' DETAILS
C9.27 STORMWATER CONTROL MEASURE W DETAILS
C9.28 STORMWATER CONTROL MEASURE W DETAILS
C9.29 STORMWATER CONTROL MEASURE W DETAILS
C9.30 COMBINED OUTFALL PLAN VIEW AND DETAILS
L5.00 OVERALL LANDSCAPE PLAN
L5.01 LANDSCAPE PLAN - AREA A
L5.02 LANDSCAPE PLAN - AREA B
L5.03 LANDSCAPE PLAN -AREA C
L5.04 LANDSCAPE DETAILS
L6.00 LIGHTING PERFORMANCE PLAN
APPROVAL STAMP
CASE # D2100274
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CONTACT
NATHAN BALES
[e-mail]
PHONE: [phone]
CLIENT
DHI COMMUNITIES
2000 AERIAL CENTER PARKWAY, SUITE 110
MORRISVILLE, NC 27560
PH ON E: 919. 460. 2999
PROJECT DIRECTORY
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REVISIONS
NO. DATE
1 06.10.2022 PER DURHAM COMMENTS
CONSTRUCTION
DRAWINGS:
ASCEND BRIGHTLEAF
APARTMENTS
DURHAM, NC 27703
PROJECT NUMBER: 202110337
N.T.S.
Know what's below.
Call before you d
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION