HomeMy WebLinkAboutNCC223193_Site Plan or Location Map_20220912m
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SITE DATA
PIN
P/O 0759-01-19-1167, P/0 0759-01-18-2912, P/O 0759-01-18-2760,
0759-01-18-6965, P/O 0759-01-28-1608, P/O 0759-01-18-9824,
P/O 0759-01-18-9638
PARCEL ID
P/O 203363, P/O 211393, P/0 211392, 164913, P/O 211388,
P/O 164916, P/O 164914
PROJECT AREA
597,972 SF / 13.73 AC
DEVELOPMENT TIER
SUBURBAN
ZONING
CG(D) (Z05-18)
RIVER BASIN
NEUSE
WATERSHED
FALLS LAKE
WATERSHED
F/J-B
OVERLAY
EXISTING USE
VACANT
PROPOSED USE
APARTMENTS INCLUDING ACCESSORY USES
BUILDING HEIGHT
MAXIMUM
50'
PROPOSED
NOT TO EXCEED 50'
BUILDING COVERAGE
MAXIMUM
358,783 SF (60%)
PROPOSED
94,938 SF (16.28%)
BUILDING SQUARE
MAXIMUM
431,052 SF (PER #Z05-18)
FOOTAGE (OVERALL
DEVELOPMENT PLAN
PROPOSED
336,050 SF (D2100274)
AREA)
94,423 SF (THIS PROJECT)
430,473 SF TOTAL
PER UNIT
SINGLE (313R) - 1,398 SF/UNIT x 7 UNITS = 9,786 SF
TYPE
DUPLEX (2BR) - 1,154.5 SF/UNIT X 32 UNITS = 36,944 SF
DUPLEX (1BR) - 762.5 SF/UNIT X 58 UNITS = 44,225 SF
AMENITY - 3,468 SF
TOTAL = 94,423 SF
DENSITY
MAXIMUM
11 DU/AC x 13.73 AC = 151 UNITS
PROPOSED
97 UNITS / 13.73 AC = 7.06 DU/AC
SETBACKS
REQUIRED
STREET YARD - 25'
REAR YARD - 25'
SIDE YARD - 8'
PARKING
REQUIRED
97 UNITS x 2 SPACES/UNIT = 194 SPACES
PROPOSED
199 SPACES
ACCESSIBLE PARKING
REQUIRED
7 SPACES
PROPOSED
7SPACES
VAN ACCESSIBLE
REQUIRED
2 SPACES
PARKING
PROPOSED
6 SPACES
BICYCLE PARKING
REQUIRED
97 UNITS x 1/10 UNITS = 10 SPACES (APARTMENTS)
4 SPACES (CLUBHOUSE/POOL)
14 SPACES TOTAL
PROPOSED
14SPACES
IMPERVIOUS AREA
MAXIMUM
9.61 AC (70%) (PER #Z05-18)
EXISTING
0.21 AC
PROPOSED
6.45 AC (46.98%)
OPEN SPACE
REQUIRED
18% x 597,972 SF = 107,635 SF
PROPOSED
71,354 SF - OPEN SPACE AREA #1
91,724 SF - OPEN SPACE AREA #2
35,928 SF - REC. OPEN SPACE
199,006 SF (33.28%)
RECREATIONAL
REQUIRED
1/3 x 107,635 SF = 35,878 SF
OPEN SPACE
PROPOSED
28,953 SF - AMENITY AREA
6,975 SF - DOG PARK
35,928 SF TOTAL
TREE COVERAGE
REQUIRED
1,334,194 SF PROJECT AREA (D2100274)
(OVERALL
DEVELOPMENT PLAN
597,972 SF PROJECT AREA (THIS PROJECT)
AREA)
1,932,166 SF TOTAL AREA
386,433 SF PRESERVATION REQUIRED (20%)
PROPOSED
438,316 SF PRESERVATION (22.68%) (D2100274)
VICINITY MAP
ASCEND BRIGHTLEAF -
COTTAGES
2041 COPPER LEAF PARKWAY
DURHAM., NORTH CAROLINA
CONSTRUCTION DRAWINGS
PROJECT NUMBER: DRH-21001
DATE: AUGUST 231, 2022
STORMWATER SERVICES NOTES:
1. AT 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) THAT ARE IN EFFECT THE DATE CONSTRUCTION DRAWINGS ARE FIRST RECEIVED FOR
REVIEW BY THE CITY.
2. 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, CITY OF DURHAM REFERENCE GUIDE OF DEVELOPMENT 248
AS APPROPRIATE IS REQUIRED. HYDROCAD, HYDRAFLOW HYDROGRAPHS, AND PONDPACK ARE COMMONLY USED AND
RECOGNIZED SOFTWARE PROGRAMS WHICH INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE CITY.
3. STORMWATER CONTROL MEASURE(S) (SCM(S)) PERMIT FEE(S) AND A PAYMENT INTO THE STORMWATER REPLACEMENT FUND 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.
4. AN AS -BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]), PROVIDED BY THE CERTIFYING ENGINEER, IS
REQUIRED. THE AS -BUILT CERTIFICATION 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 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.
5. 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 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, NOT
PROPERLY ACCESSIBLE, OR UNSUITABLE AND ALTERNATIVE SCM(S) WITH ASSOCIATED EASEMENTS ARE REQUIRED.
6. 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 OF MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO THE
DESIRED MEETING DATE. THIS IS IN ADDITION TO OTHER PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL,
ENGINEERING INSPECTIONS, ETC.
7. TO RECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELOPMENTS OTHER THAN SINGLE-FAMILY DETACHED, TOWNHOME,
AND DUPLEX RESIDENTIAL DEVELOPMENTS THAT ARE MAKING USE OF NUTRIENT BANKS OR NCEEP, THE APPROVAL OF THE SITE
PLAN/PRELIMINARY PLAT IS CONTINGENT UPON THE PURCHASE OF NUTRIENT CREDITS. IF A REVISED SITE PLAN/PRELIMINARY PLAT
IS SUBMITTED FOR THIS DEVELOPMENT, 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 THE SITE
PLAN/PRELIMINARY PLAT, 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.
8. THE CITY OF DURHAM AND THEIR ASSIGNS HAVE RIGHT OF ACCESS TO THE PERMANENT STORMWATER CONTROL MEASURE(S)
[ENTER TYPE(S)] FOR INSPECTIONS AND MAINTENANCE ENFORCEMENT. A BLANKET EASEMENT TO, OVER, AND AROUND THE
STORMWATER CONTROL MEASURE(S) 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.
SHEET INDEX
C0.00
PROJECT NOTES
C1.00
EXISTING CONDITIONS
C2.00
OVERALL SITE PLAN
C2.01
SITE & SIGNAGE PLAN - AREA "A"
C2.02
SITE & SIGNAGE PLAN - AREA "B"
C2.10
TYPICAL SECTIONS
C3.00
OVERALL GRADING PLAN
C3.01
GRADING PLAN - AREA "A"
C3.02
GRADING PLAN - AREA "B"
C4.00
OVERALL UTILITY PLAN
C4.01
UTILITY PLAN - AREA "A"
C4.02
UTILITY PLAN - AREA "B"
C5.00
PLAN AND PROFILE - PRIVATE DRIVE "A"
C5.01
PLAN AND PROFILE - PRIVATE DRIVE "B" STA. 9+50 THRU STA. 20+00
C5.02
PLAN AND PROFILE - PRIVATE DRIVE "B" STA. 20+00 THRU STA.23+00
C5.02
PLAN AND PROFILE - PRIVATE DRIVE "C"
C5.03
PLAN AND PROFILE - PRIVATE DRIVE "D"
C5.03
PLAN AND PROFILE - OUTFALL "A"
C5.04
PLAN AND PROFILE - OUTFALL "B"
C5.05
PLAN AND PROFILE - SANITARY SEWER CLEANOUTS
C5.06
PLAN AND PROFILE - SANITARY SEWER CLEANOUTS
C5.07
PLAN AND PROFILE - SANITARY SEWER CLEANOUTS
C5.08
PLAN AND PROFILE - SANITARY SEWER CLEANOUTS
C5.09
PLAN AND PROFILE - SANITARY SEWER CLEANOUTS
C8.00
SITE DETAILS
C8.01
SITE DETAILS
C8.02
STORM DRAINAGE DETAILS
C8.03
WATER DETAILS
C8.04
SANITARY SEWER DETAILS
C8.05
SANITARY SEWER DETAILS
L5.00
OVERALL LANDSCAPE PLAN
L5.01
LANDSCAPE PLAN - AREA "A"
L5.02
LANDSCAPE PLAN - AREA "B"
L5.03
LANDSCAPE DETAILS
L6.00
LIGHTING PERFORMANCE PLAN
A3.01
BUILDING ELEVATIONS
A3.03
BUILDING ELEVATIONS
Al2.01
CLUB HOUSE FOOTPRINT
A13.01
BUILDING ELEVATIONS - KIOSK
A13.02
BUILDING ELEVATIONS - COMPACTOR
A13.03
BUILDING ELEVATIONS -AMENITY CLUB
A13.04
BUILDING ELEVATIONS -AMENITY CLUB
C9.00-C9.04 STORMWATER CONTROL MEASURE "A" PLAN VIEW AND DETAILS
C9.05-C9.09 STORMWATER CONTROL MEASURE "B" PLAN VIEW AND DETAILS
C9.10-C9.13
STORMWATER CONTROL MEASURE "C" PLAN VIEW AND DETAILS
C9.14-C9.18
STORMWATER CONTROL MEASURE "D" PLAN VIEW AND DETAILS
C9.19-C9.21 STORMWATER CONTROL MEASURE "E" PLAN VIEW AND DETAILS
C9.22
RAINWATER HARVESTING PLAN VIEW AND DETAILS
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
CONTACT
RYAN AKERS
akers@mcadamsco.com
PHONE: 919. 361. 5000
CLIENT
DHI COMMUNITIES
2000 AERIAL CENTER PARKWAY, SUITE 110
MORRISVILLE, NC 27560
PHONE: 919. 460. 2999
PROJECT DIRECTORY
OWNERS
REA LANDCOM INC
STE C 3333 DURHAM-CHAPEL HILL BLVD
DURHAM, NC 27717
P/O 0759-01-19-1167
P/O 0759-01-18-2912
P/O 0759-01-18-2760
0759-01-18-6965
P/O 0759-01-28-1608
P/O 0759-01-18-9824
RENTAL PARTNERS INC
3633 CHAPEL HILL BLVD
DURHAM, NC 27707
P/O 0759-01-18-9638
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REVISIONS
NO. DATE
CONSTRUCTION
DRAWING PLANS FOR:
N.T.S.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
ASCEND BRIGHTLEAF - COTTAGES
DURHAM, NORTH CAROLINA
PROJECT NUMBER: DRH-21001