NCC220320_Site Plan or Location Map_20220114

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2522 BROAD ST.
ELLERBEE CREEK WATERSHED ASSOCIATION DB 7985 PG 37
PB 196 PG 136
PIN OR9.i-1G—R1—R9RG
CONCRETE SIDEWALK
AND TRENCH DRAIN
CROSSES PROPERTY LINE
42 s. f. OF ENCROACHMENT
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a 943 STADIUM DR.
CO N/F
WINDROSE CENTRAL
MEDICAL PROPERTIES, LLC
DB 1440 PG 695
PB 12 PG 39
PB 115 PG 66
PIN 0823-20-70-3639.007
ZONED: 0/
DEVELOPMENT TIER: URBAN
FENCE CROSSES
PROPERTY LINE
44 s.f. OF ENCROACHMENT
(3/4� '0'
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL EXISTING UTILITIES ON SITE.
6. CONTRACTOR SHALL ADJUST ALL UTILITY TOPS (VALVE BOXES, METER BOXES, MANHOLE ETC.) TO BE FLUSH WITH THE PROPOSED FINISHED GRADE.
7. THERE SHALL BE LEVEL TURNING AREAS(MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL) ON ALL PEDESTRIAN SURFACES WHERE AN INTERSECTING SIDEWALK CONNECTS WITH THE WALK.
8. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE LABELED AS A RAMP WITH RAILS, WHICH EXCEED A 5% SLOPE IN THE DIRECTION OF TRAVEL AND A 2% CROSS SLOPE.
9. ALL PEDESTRIAN ROUTES >5%(1:20), IF ANY, ARE LABELED AS 'RAMPS' SHOWING SLOPES, LEVEL LANDINGS AT TOP AND BOTTOM(MAX. 2% SLOPE IN ANY DIRECTION INCLUDING DIAGONAL), RAILINGS/GUARDRAILS, AND SHALL COMPLY WITH NCBC.
10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D.
"fuRM MANHOLE
RIM ELEV=34a24'
INV IN (SE)=338.79'
INV IN (S)=338.44'
INV Our (E)_337.44'
1% /
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CONTRACTOR SHALL INSTALL THE 14 PARKING SPACES PRIOR TO THE
DEMOLITION AND SITE IMPROVEMENTS FOR PHASE I. THE 14 SPACES SHALL BE
UTILIZED BY THE OWNER DURING THE CONSTRUCTION OF PHASE I.
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 IN 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.
CONTRACTOR SHALL MAINTAIN EXISTING INGRESS/EGRESS PATH TO
THE BUILDING & SITE AT ALL TIMES. IF INGRESS/EGRESS PATHS
MUST BE CLOSED. THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT/ENGINEER 72 HOURS PROIR TO REQUESTED CLOSURE.
SITE IMPROVEMENTS LEGEND
PROP. CONCRETE SIDEWALK PER DETAIL 6/C5.0
o°o°o°o°o
o°o°o°o°o PROP. HEAVY DUTY PAVEMENT PER DETAIL 15/C5.0
0 0 0 0
PROP. CONCRETE PAVEMENT PER DETAIL 18/C5.0
PROP. 2'-6" CURB & GUTTER PER DETAIL 1/C5.0
PROP. PARKING STRIPES PER 8/C5.0
®
PROP. PARKING COUNT (NOT TO BE STRIPED)
PROP. WHEEL STOP PER DETAIL 13/C5.0
PROP. SIGN LOCATION
PROP. "DO NO ENTER" SIGN PER DETAIL 2/C5.2
PROP. ACCESSIBLE HANDICAPPED SIGN PER DETAIL 11/C5.0
PROP. CHAIN LINK FENCE SEE ARCHITECTURAL PLANS FOR DETAILS
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PROP. TEMPORARY CHAIN LINK FENCE SEE
ARCHITECTURAL PLANS FOR DETAIL
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PROP. CONCRETE IN LINE RAMP PER DETAIL 4/C5.0
®
PROP. "RESERVED FOR ELECTRICAL VEHICLES" SIGN
PER DETAIL 3,r; 1
O
VAN ACCESSIBLE PARKING SPACE(NOT TO BE STRIPED)
WITH ADDED VAN ACCESSIBLE SIGN PER DETAIL 10/C5.0
HANDICAP ACCESSIBLE PATH
PROP. "NO PARKING FIRE LANE" SIGN PER DETAIL 4/C5.3
SITE PARKING CHART
CONSTRUCTION PHASE EX. EOC EX. YOUTH HOME NEW YOUTH HOME
Regular Spaces Handicap Spaces Regular Spaces Handicap Spaces Regular Spaces Handicap Spaces
Pre -Development 21 1 4 0
Post-Development(Phase 1) 21 1 4 1 35 2
Past-Development(Phase 11) 21 1 1 1 1 42 1 2
Vl CI NI T Y MAP
N. T.S.
SITE DATA TABLE
LAND USE:
EXISTING: DETENTION CENTER
PROPOSED: DETENTION CENTER
EXISTING NUMBER OF LOTS: 2
PROPOSED NUMBER OF LOTS: 1
ZONING
LOT 1
2432 BROAD ST.
PARCEL NUMBER:
128478
PIN NUMBER:
0823-19-60-6734
DEED BOOK:
DB: 1147 PG.: 348
PLAT BOOK:
PB:142 PG:59
PROPERTY OWNER:
COUNTY OF DURHAM
200 E MAIN ST.
DURHAM, NC 27701
EXISTING ZONING:
OI
PROPOSED ZONING:
OI
DEVELOPMENT TIER:
URBAN
LOT ACREAGE:
• •• • • ...... • • • • •
LOT 2
2510 BROAD ST
PARCEL NUMBER:
128491
PIN NUMBER:
0823-19-61-7016
DEED BOOK:
DB: 1147 PG: 348
PLAT BOOK:
PB:104 PG:90
PROPERTY OWNER:
COUNTY OF DURHAM
200 E MAIN ST.
DURHAM, NC 27701
EXISTING ZONING:
RS-8 (42%) & OI (58%)
PROPOSED ZONING:
RS-8 (42%) & OI (58%)
LOT ACREAGE:
• •• • • •• • ......••••
TOTAL SITE
TOTAL ACREAGE: • •• • • •• • ......••••
TOTAL ACREAGE DISTURBED: • •• • • •• • •• ........................ • • • •
WATERSHED DATA
REGULATORY BASIN (WATERSHED): FALLS LAKE
WATERSHED PROTECTION OVERLAY: FALLS OF THE NUESE/JORDAN LAKE
PROTECTED AREA
BUILDING DATA
EXISTING BUILDING(S) GFA: 14,431 SF
PROPOSED BUILDING GFA: 41,055 SF
BUILDING FACADE OCCUPIES AT LEAST 60% OF STREET FRONTAGE
TOTAL LINEAR FOOTAGE OF BROAD STREET = 744.27 FT
LINEAR FOOTAGE OF BROAD STREET ZONED OI = 568.27 FT
LINEAR FOOTAGE OF BROAD STREET ZONED RS-8= 176 FT
LINEAR FOOTAGE OF BUILDING FACADE ALONG BROAD STREET= 349.56 FT/ 568.27
=61.51%
LANDSCAPING REQUIREMENTS
STREET TREES:
LINEAR FEET
TREES
RE
PR
BROAD STREET
744.27 SF
25
25
VEHICULAR USE AREA INTERIOR:
INTERIOR VUA
TREES
REFS
SHPRV.REUQBSSHPRRB
S
INTERIOR VUA SF
21,364 SF
1 11
1 11
1 85
1 155
TREE COVERAGE
TREE CONSERVATION REQUIREMENT= 3% OF DISTURBED AREA
REQUIREMENT = 247,805.57 SF * 3% = 7,434.17 SF
PROVIDED = 45,337.68 SF
REQUIRED PARKING
EX. EMERGENCY OPERATION CENTER(EOC)
TOTAL REQUIRED PARKING = 1 PER 300 SF OF FLOOR AREA(6,000)=20 SPACES
1 PER 3 EMPLOYEES(5 BEDS)=2 SPACES
TOTAL PROVIDED PARKING=21 REGULAR SPACES, 1 VAN ACCESSIBLE HANDICAP SPACE
NEW YOUTH HOME
USE = CORRECTIONAL FACILITY
TOTAL REQUIRED PARKING = 1 PER 300 SF OF OFFICE AREA(10,800)=36 SPACES
1 PER 5 BEDS(36 BEDS)=8 SPACES
TOTAL REQUIRED PARKING = 44 SPACES
TOTAL PROVIDED PARKING = 44 SPACES
* OF THE 44 PROVIDED PARKING SPACES, 2 SPACES ARE REQUIRED
TO BE HANDICAP ACCESSIBLE
REQUIRED BIKE PARKING=1 PER 5,000 SF OF OFFICE AREA(10,800)=2 SPACES(4 SPACE
MINIMUM)
PROVIDED BIKE PARKING= 4 SPACES
LEED PARKING
PARKING FOR LOW EMITTING AND FUEL EFFICIENT VEHICLES= 5% OF CODE
REQUIRED SPACES(44) =3 SPACES
PARKING FOR CARPOOLS/VANPOOLS= 5% OF CODE REQUIRED SPACES(44) =3 SPACES
PARKING FOR ELECTRIC VEHICLES= 2% OF CODE REQUIRED SPACES(44) =1 SPACES
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) 20,000(MIN)
MINIMUM LOT WIDTH (FT.) 50(MIN)
SETBACK REQUIREMENTS (MINIMUM FT.)
STREET YARD (FT.) 15(MAX)
MINIMUM INTERIOR SIDE AND REAR SETBACK (FT.)
SIDE YARD (FT.) 10(MIN)
REAR YARD (FT.) 25(MIN)
HEIGHT (FT.) 90(MAX)
26.40(PROVIDED)
BUILDING COVERAGE (%) 60
COVERAGE
TOTAL SITE ACREAGE: 8.05 + ACRES
% BUILDING COVERAGE TO LAND: 47,828/350,658 * 100 = 14%
% PAVED/GRAVEL SURFACE TO LAND: 65,099/350,658 * 100 = 18%
% OPEN SPACE TO LAND: 237,731/350,658 * 100 = 68%
% TOTAL IMPERVIOUS SURFACE: 112,927/350,658 * 100 = 32%
EXISTING GFA: 14,431 PROPOSED GFA: 47,828
EXISTING BUA: 57,401 PROPOSED BUA: 112,927
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720082300K
PANEL#.............................0823
EFFECTIVE DATE................10/19/2018
SCALE 1 " = 40'
0 40' 80'
Walter & Associates. PC
SITE DE\ELOPNIEST-I\TRASTRCCTCRE-PL.�,'\SEAS-SCR\-EYORS
A MINORITY OWNED ENGINEERING AND SURVEYING FIRM
7-L DIINDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #19-074-274
SITE SURVEY WAS PROVIDED BY DURHAM COUNTY.
J. C. WALLER & ASSOCIATES DID NOT CONDUCT ANY
FIELD SURVEYS AND IS NOT RESPONSIBLE FOR THE
ACCURACY OF THE INFORMATION PROVIDED.
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PROJECT NO:DATE:
591454 September 9, 2021
REVISIONS
DATE DESCRIPTION
6/30/21 DOI COMMENTS
9/24/21 *AD 01
� SITE LAYOUT
� m (PHASE 1)
Know what's below.
Call before you dig
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