SWA000112_Plansheet - Cover Sheet_20210910

BROTHERS ESTATE
CABARRUS COUNTY, NORTH CAROLINA
SITE CONSTRUCTION DOCUMENTS
GENERAL NOTES
1. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION IS PROVIDED BY PROVIDENCE LAND GROUP, DATED
03/25/2021, UNLESS NOTED OTHERWISE.
2. THE CIVIL ENGINEER AND THE OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR
SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY STANDARDS, LAWS, AND REGULATIONS.
4. CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
5. ALL LOCAL, MUNICIPAL, AND STATE LAWS, RULES, AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS
WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THE PROJECT CONTRACT DOCUMENTS AND THEIR PROVISIONS
SHALL BE CARRIED OUT BY THE CONTRACTOR.
6. DO NOT SCALE DRAWINGS IN THIS SET. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER THE SCALE SHOWN ON
THE PLANS, SECTIONS, PROFILES, AND DETAILS. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR SHALL REQUEST
CLARIFICATION FROM THE CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE.
7. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR,
DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED TO THE CIVIL ENGINEER AND/OR OWNER'S
REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE.
8. THE SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED BY THE SITE PLAN AGAINST ANY
DEVELOPMENT REQUIREMENTS SPECIFIED BY THE SITE PLAN TO THE CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE
PRIOR TO ANY ACTUAL CONSTRUCTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY
WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE OF ANY
DISCREPANCIES OR CONFLICTS.
10. ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION
BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS
WHICH MAY BE AVAILABLE. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
COMMENCEMENT OF ANY WORK.. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CIVIL ENGINEER AND/OR OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR ALL NECESSARY LOCATING
SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO
NOTIFICATION CENTER AND FACILITY OWNERS (PER NC STATUTE) NO LESS THAN 3 BUSINESS DAYS AND NO MORE THAN 12
WORKING DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER FORM OF CONSTRUCTION.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES REQUIRED TO COMPLETE
ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF
THE RELOCATION AND ASSOCIATED WORK.
13. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND FEATURES TO REMAIN ON AND/OR ADJACENT
TO THE PROJECT SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE, AT THEIR OWN EXPENSE, ALL
DAMAGED ELEMENTS RESULTING FROM CONTRACTOR OPERATIONS OR NEGLIGENCE.
14. THE CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY REPAIR ANY ACTIVE UTILITIES THAT ARE DAMAGED DURING
CONSTRUCTION AT CONTRACTOR'S EXPENSE.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE CONSTRUCTION LAYDOWN
AREA, PERIMETER FENCE AND ASSOCIATED GATES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL OF
THE CONSTRUCTION LAYDOWN AREA, PERIMETER FENCE AND ASSOCIATED GATES AT THE COMPLETION OF THE PROJECT.
16. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE PUBLIC R/W (RIGHT-OF-WAY) IN ACCORDANCE WITH THE STANDARDS
OF THE NCDOT, CDOT, AND CITY OF CHARLOTTE.
17. ALL STANDARD NUMBERS REFER TO THE LATEST EDITION OF THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS
MANUAL AND THE NCDOT STANDARD DETAILS AND SPECIFICATIONS.
18. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY TO RELOCATE/REPLACE ANY EXISTING UTILITY AND/OR LIGHT
POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE MUST BE RELOCATED AT
THE CONTRACTOR'S EXPENSE.
19. ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID DIRECTLY BY THE OWNER.
TESTING SHALL BE PERFORMED, AT A MINIMUM, IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL
REPORT. IN THE EVENT THE RESULTS OF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS,
SUBSEQUENT TEST NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT THE CONTRACTOR'S
EXPENSE. ELEMENTS FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT
THE EXPENSE OF THE CONTRACTOR.
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OVERALL DEVELOPMENT PLAN
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PROPERTY LINE
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SHEET LIST TABLE
Sheet Number
Sheet Title
C0.00
COVER SHEET
C0.01
SURVEY PLAN
C0.02
DEMOLITION PLAN
C1.00
SITE PLAN
C2.00
GRADING PLAN
C2.01
GRADING PLAN (WEST)
C2.02
GRADING PLAN (EAST)
C3.00
STORM DRAINAGE AREA AND CHART
C3.01
CULVERT PLAN
C3.02
STORM DRAINAGE - WETPOND DETAIL
C4.00
EROSION CONTROL -INITIAL
C4.01
EC - INITIAL (WEST)
C4.02
EC - INITIAL (EAST)
C4.03
EROSION CONTROL -FINAL
C4.04
EC - FINAL (WEST)
C4.05
EC - FINAL (EAST)
C5.00
DETAILS
C5.01
DETAILS
Estimated BUA Breakdown - Existing
Existing BUA To Be Removed (House, Shed, etc) ................................................. 2,200 sq ft = 0.051 ac
Estimated BUA Breakdown - Proposed
On -Site (Total 3 Units)
Building 8270..............................................................
10,400 sq ft =
&24 ac
(4400 sf hous a pad + 2300 sf Office/Gym + 2400 sf Guest House + 1300 sf Barn)
Driveway 8 Walkway 50310
50,310 sq It =
1,15 ac
(50310 sf Driveway and Walkway)
Patio/Garden 1360
1,360 sq It =
0,03 ac
(1260 sf Patio/Garden + 100 sffuture allocation)
Total Proposed Imp:
62,070 sq ft =
1.42 ac
Signage Misc...................................................................
0,200 sq ft =
0.00 ac
Total New II Arm ,. ,.. .:
62,Z70 sq tt =
1,,43 ac
Total New BUA Ares factor a 1.25, . , . ._, .. ,
77,108 sq ft r
1.19 ac
Net SUA Increase Atea
75,09 sq fit
11.74 ac
TotalSite Area=...............................................................................................................
51.80 ac
(mare womsArea Summacl+
In perv, Area
% di Imp. Area of
% of Imp -Anse of
4A0
Site Area
Nat Site Area
Proposed Imp 1,79
3,46%
3,450A
Proposed CM8&IWIiSC, 0.01
0,01%
Total PrdpgsedB A 1,79
3, %
3460%
CEDAR COVE RD
SITE
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VICINITY MAP - NTS
CONTACT INFO
704 N PERSON ST.
RALEIGH, NC 27604
PHONE: [phone]
CONTACT:
ZACH HOFFMAN AIA 1704.301.4750
LANDSCAPE ARCHITECT:
SURFACE 678, PA
215 MORRIS STREET, SUITE 150
DURHAM, NC 27701
PHONE: [phone]
CONTACT:
WALT HAVENER, FASLA 1919.414.7862
CIVIL ENGINEER:
DPR ASSOCIATES
919 BERRYHILL ROAD, SUITE 101
CHARLOTTE, NC 28208
CONTACT:
HY NGUYEN, PE I [e-mail]
SURVEYOR:
R.B. PHARR & ASSOCIATES, P.A.
2965 INTERSTATE STREET
CHARLOTTE, NC 28208
CONTACT:
704.376.2186
CABARRUS COUNTY CHIEF CODES ENFORCEMENT OFFICER:
TODD CULP
65 CHURCH STREET S
CONCORD, NC 28025
CONTACT:
OFFICE: 704.920.2128
DIRECT: 704.920.2235
CABARRUS COUNTY PLANNING AND DEVELOPMENT DIRECTOR:
KELLY SIFFORD
65 CHURCH STREET S
CONCORD, NC 28025
CONTACT:
704.920.2142
SITE DEVELOPMENT DATA
SITE:
TOTAL SITE AREA: 51.75 AC.
ZONING: CR
EXISTING USE: VACANT
PROPOSED USE: SINGLE FAMILY RESIDENCE
MAX BUILDING HEIGHT: 40 FEET
REQUIRED SETBACKS:
ALONG PUBLIC R/W: 50 FEET
SIDE: 20 FEET
REAR: 30 FEET
PCSO SUMMARY- BROTHERS ESTATE
Original Parcel ID Number(s):
178067, 178060
Development Type:
Single -Family
SF Detached
Subject to PCCO? Y/N
YES
If NO, why?
PCCO District:
Yadkin
Water Supply Watershed Overlay
NA
Stream Name
Reedy Creek
Classification
C
Stream Index
13-17-8
Site Area (Net) (ac):
51.75
Disturbed Area (ac):
20.60
Total Drainage Area (ac):
Existing Built -upon -area (ac):
0.08
Existing BUA to be removed (ac):
0.05
Existing BUA to remain (ac):
0.03
Proposed NewBUA (ac):
1.79
Proposed % BUA to BMP:
NA
Proposed % BUA to Site:
3.46% For Overall Site
Density (High /Loth}
Low
Development or Redevelopment?
Development
Mitigation Type (if applicable)
N/A
00
0 100, 200'00
sm
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Ill whars below.
UII before you dig.
COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.
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CLIENT / OWNER / ARCHITECT
IN SITU STUDIO
704 N PERSON ST.
RALEIGH, NC 27604
919.397.3949
BUILDERS
STANWICK DUNHAM BUILDERS (JEFF STANWICK)
4416-C MONROE ROAD
CHARLOTTE, NC 28205
980.288.2000
LANDSCAPE ARCHITECT
SURFACE 678 PA
215 MORRIS STREET, SUITE 150
DURHAM, NC 27701
919.419.1199
STRUCTURAL ENGINEER
LYSAGHT & ASSOCIATES
120 ST. MARY'S STREET
RALEIGH, NC 27605
919.833.0495
WETLANDS
SYNTERRA CORP
10430 HARRIS OAKS BLVD., SUITE H
CHARLOTTE, NC 28269
980.312.5999
KEY MAP
PROJECT
BROTHERS
ESTATE
10595 HICKORY RIDGE ROAD
HARRISBURG, NC
PROJECT NUMBER
20055
DATE
07/12/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 07/12/2021 EROSION CONTROL PLAN MD/MT
NCDEQ/NCDENR REVIEW
2 09/09/2021 COMMENTS REVISIONS MT
PROJ. MANAGER: HN/CM
DRAWN BY: MD/MT
CHECKED BY: HN
SEAL
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SCALE
AS INDICATED
DRAWING
COVER SHEET
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ORIGINAL SHEET SIZE: 30" X 42"