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I.
<br />ECE GENERAL NOTES
<br />GENERAL NOTES
<br />1. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY DATA SUPPLIED BY R. S.
<br />JONES AND ASSOCIATES, INC.
<br />2. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL
<br />REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.
<br />3. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL MEASURES. FOR ALL WORK W /IN PUBLIC
<br />R/W PER THE AND B:ff-
<br />AND LOCAL CITY INSPECTORS DIRECTION.
<br />4. ALL CONSTRUCTION SHALT. BE. PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND /OR
<br />SPECIFICATIONS, LOCAL STANDARD DETAILS AND CONSTRUCTION STANDARDS, STATE CONSTRUCTION
<br />STANDARDS, AND OTHER APPLICABLE CONTRACT DOCUMENTS,
<br />5. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ASSURING THAT
<br />UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL NC ONE CALL
<br />(PREVIOUSLY ULOCO) AT 1-800-632-4-949 FOR UTILITY LOCATING SERVICES 48 HOURS PRIOR TO
<br />COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING
<br />UTILITIES PRIOR TO CONSTRUCTION.
<br />6. UNDERGROUND UTILITIES SHOWN USING BEST AVAILABLE INFORMATION. ALL LOCATIONS SHALL BE
<br />CONSIDERED APPROXIMATE ONLY. THERE MAY BE MORE UNDERGROUND UTILITIES THAN ARE SHOWN
<br />HEREON. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATIONS.
<br />7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES TO REMAIN DURING ALL
<br />DEMOLITION AND CONSTRUCTION ACTIVITIES.
<br />8. ALL CLEARING, GRUBBING AND UNSUITABLE FILL MATERIAL SHALL BE DISPOSED OF LEGALLY.
<br />9. ALL PAVEMENT, CURB, STORM- DRAINAGE PIPE, AND STRUCTURES TO BE REMOVED SHALL BE HAULED
<br />OFFSITE AND DISPOSED OF LEGALLY.
<br />10. ALL SHALL BE SERVED BY WELL AND SEPTIC.
<br />CONTRACTOR SHALL NOT MAKE ANY MODIFICATIONS TO THE APPROVED DRAWINGS
<br />WITHOUT PRIOR APPROVAL OF BOTH THE DESIGN ENGINEER AND LOCAL. INSPECTOR.
<br />GRADING c4c STORM DRAINAGE - NOTES__
<br />1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL CONSTRUCTION STANDARDS,
<br />SPECIFICATIONS, AND PROCEDURES AND THE NCDENR'S SEDIMENTATION AND EROSION CONTROL
<br />STANDARDS, SPECS., AND PROCEDURES.
<br />2. CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE STATE AND LOCAL PERMITS REQUIRED FOR THE
<br />COMMENCEMENT OF GRADING OPERATIONS HAVE BEEN OBTAINED PRIOR TO START OF GRADING.
<br />3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES PRIOR TO
<br />THE BEGINNING OF DEMOLITION AND /OR CONSTRUCTION.
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES TO REMAIN DURING ALL
<br />CONSTRUCTION ACTIVITIES.
<br />5. ALL STORMWATER MANAGEMENT FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO MEET ALL
<br />STATE AND LOCAL REQUIREMENTS, INCLUDING 2007 STATE STANDARDS FOR WATER QUALITY AND
<br />DETENTION FACILITIES.
<br />6. EROSION CONTROL MEASURES SHALL BE PROVIDED AS NEEDED TO PROTECT ADJACENT PROPERTIES.
<br />7. CONTRACTOR SHALL PROVIDE ALL STAKING, FLAGGING AND /OR FENCING NECESSARY TO PROVIDE
<br />PROPER PROTECTION OF THE STREAM BUFFER.
<br />VICINITY MAP (NOT TO SCALE)
<br />P:\12- 0171s12 -017 Drawings\Review\l2. -017 RevieW.dwg, Cover, 2/21/2013 1100:10
<br />MAJOR SLTBDIVISON - PRELIlV1INAR1' PLAN FOR:.
<br />N DALE
<br />A N Nil A I I
<br />AT CREEK WOOD
<br />ROJECT DAT
<br />SITE INFORMATIO
<br />PIN NUMBER: 9880-28-1953
<br />DEED REFERENCE: BOOK 5368, PAGE 194
<br />ACREAGE: 36.46 ACRES
<br />ZONING: RB -- RURAL BUFFER
<br />WATERSHED: JORDAN LAKE UNPROTECTED OVERLAY
<br />TOWNSHIP: 7
<br />SCHOOL DISTRICT: CHAPEL HILL - CARRBORO
<br />FIRE DISTRICT: NEW HOPE
<br />PROPOSED SITE DATA:
<br />NUMBER OF LOTS. 11 WELL & SEPTIC LOTS
<br />AVERAGE LOT SIZE: 2.06 ACRES
<br />MIN. LOT SIZE: 2.00 ACRES
<br />OVERALL DENSITY: 11 LOTS / 36.46 ACRES
<br />0.30 UNITS PER ACRE
<br />LINEAR FEET OF NEW ROADS: 1,260.84 LF
<br />ACRES IN OPEN SPACE: 12.16 ACRES
<br />SLOPES >15% DISTURBED: 1,732 SF
<br />FRONT SETBACKS: 40'
<br />SIDE & REAR SETBACKS: 20'
<br />LAND USE BUFFER: 75', TYPE B, OPTION 1 MIXED
<br />PROPOSED ROADWAY DATA:
<br />DUMFRIES LANE
<br />0.49 ACRES RIGHT-OF --WAY
<br />314 LINEAR FEET OF CENTER LINE
<br />11,977 SF IMPERVIOUS AREA
<br />LOCKWOOD COURT
<br />1.11 ACRES RIGHT -OF- -WAY
<br />853 LINEAR FEE OF CENTER LINE
<br />26,542 SF IMPERVIOUS AREA
<br />OPEU SPACE CALCU ATI NS:
<br />75' LAND USE BUFFER ALONG WHITFIELD
<br />OPEN SPACE LOCATED EAST OF LOCKWOOD
<br />OPEN SPACE LOCATED WEST OF DUMFRIES
<br />OPENS SPACE LOCATED AROUND STREAM
<br />OPEN SPACE LOCATED IN POSA
<br />TOTAL OPEN SPACE PROVIDED
<br />IMPERVIOUS SU FA E CALCULATIONS:
<br />PROPOSED IMPERVIOUS SURFACE LIMIT
<br />TOTAL LOT AREA
<br />TOTAL IMPERVIOUS ALLOWED
<br />IMPERVIOUS AREA FOR DUMFRIES
<br />IMPERVIOUS AREA FOR LOCKWOOD T
<br />TOTAL ROADWAY IMPERVIOUS AREA
<br />IMPERVIOUS ALLOWED FOR EACH LOT
<br />TOTAL NUMBER OF PROPOSED LOTS
<br />SUBTOTAL IMPERVIOUS FOR ALL LOTS
<br />10% OVERAGE ALLOWANCE •=
<br />TOTAL IMPERVIOUS FOR ALL LOTS
<br />TOTAL ROADWAY IMPERVIOUS
<br />TOTAL LOT IMPERVIOUS W
<br />TOTAL PROPOSED PROJECT IMP.
<br />2.61
<br />LEGEND
<br />0.24
<br />ACRES
<br />2.22
<br />ACRES
<br />iFl
<br />ACRES
<br />EXISTING
<br />12.16
<br />PROPERTY LINE
<br />SF
<br />0.88
<br />ACRES
<br />(38,519
<br />SF)
<br />EASEMENT
<br />_
<br />(11,000
<br />- -
<br />X 11
<br />SETBACK
<br />2.78
<br />ACRES
<br />RIGHT -OF -WAY
<br />SF)
<br />0.2a
<br />-
<br />1210
<br />SF
<br />CENTERLINES --�- --
<br />ACRES
<br />-
<br />�"
<br />0.88
<br />ACRES
<br />--
<br />CURB & GUTTER
<br />3.06
<br />--
<br />--�
<br />SF
<br />EDGE OF PAVEMENT
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<br />CREEK
<br />STRUCTURE NO.
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<br />FINISHED GRADE SPOT ELEVATION
<br />+356.44
<br />x 356.44
<br />CLEARING LIMIT /TREE LINE
<br />0
<br />LIMITS OF DISTURBANCE
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<br />0
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<br />EXISTING IRON ROD
<br />IN
<br />INLET PROTECTION
<br />IPS
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<br />COMPUTED POINT R/W
<br />0
<br />ROJECT DAT
<br />SITE INFORMATIO
<br />PIN NUMBER: 9880-28-1953
<br />DEED REFERENCE: BOOK 5368, PAGE 194
<br />ACREAGE: 36.46 ACRES
<br />ZONING: RB -- RURAL BUFFER
<br />WATERSHED: JORDAN LAKE UNPROTECTED OVERLAY
<br />TOWNSHIP: 7
<br />SCHOOL DISTRICT: CHAPEL HILL - CARRBORO
<br />FIRE DISTRICT: NEW HOPE
<br />PROPOSED SITE DATA:
<br />NUMBER OF LOTS. 11 WELL & SEPTIC LOTS
<br />AVERAGE LOT SIZE: 2.06 ACRES
<br />MIN. LOT SIZE: 2.00 ACRES
<br />OVERALL DENSITY: 11 LOTS / 36.46 ACRES
<br />0.30 UNITS PER ACRE
<br />LINEAR FEET OF NEW ROADS: 1,260.84 LF
<br />ACRES IN OPEN SPACE: 12.16 ACRES
<br />SLOPES >15% DISTURBED: 1,732 SF
<br />FRONT SETBACKS: 40'
<br />SIDE & REAR SETBACKS: 20'
<br />LAND USE BUFFER: 75', TYPE B, OPTION 1 MIXED
<br />PROPOSED ROADWAY DATA:
<br />DUMFRIES LANE
<br />0.49 ACRES RIGHT-OF --WAY
<br />314 LINEAR FEET OF CENTER LINE
<br />11,977 SF IMPERVIOUS AREA
<br />LOCKWOOD COURT
<br />1.11 ACRES RIGHT -OF- -WAY
<br />853 LINEAR FEE OF CENTER LINE
<br />26,542 SF IMPERVIOUS AREA
<br />OPEU SPACE CALCU ATI NS:
<br />75' LAND USE BUFFER ALONG WHITFIELD
<br />OPEN SPACE LOCATED EAST OF LOCKWOOD
<br />OPEN SPACE LOCATED WEST OF DUMFRIES
<br />OPENS SPACE LOCATED AROUND STREAM
<br />OPEN SPACE LOCATED IN POSA
<br />TOTAL OPEN SPACE PROVIDED
<br />IMPERVIOUS SU FA E CALCULATIONS:
<br />PROPOSED IMPERVIOUS SURFACE LIMIT
<br />TOTAL LOT AREA
<br />TOTAL IMPERVIOUS ALLOWED
<br />IMPERVIOUS AREA FOR DUMFRIES
<br />IMPERVIOUS AREA FOR LOCKWOOD T
<br />TOTAL ROADWAY IMPERVIOUS AREA
<br />IMPERVIOUS ALLOWED FOR EACH LOT
<br />TOTAL NUMBER OF PROPOSED LOTS
<br />SUBTOTAL IMPERVIOUS FOR ALL LOTS
<br />10% OVERAGE ALLOWANCE •=
<br />TOTAL IMPERVIOUS FOR ALL LOTS
<br />TOTAL ROADWAY IMPERVIOUS
<br />TOTAL LOT IMPERVIOUS W
<br />TOTAL PROPOSED PROJECT IMP.
<br />2.61
<br />ACRES
<br />0.24
<br />ACRES
<br />2.22
<br />ACRES
<br />= 6.76
<br />ACRES
<br />0.33 ACRES
<br />12.16
<br />ACRES
<br />10.81%
<br />36.46 ACRES 0,5$8,198 SF
<br />3.94
<br />ACRES
<br />(171,684
<br />SF)
<br />0.27
<br />ACRES
<br />(11,977
<br />SF)
<br />0.61
<br />ACRES
<br />(26,542
<br />SF
<br />0.88
<br />ACRES
<br />(38,519
<br />SF)
<br />0.25
<br />ACRES.
<br />(11,000
<br />SF)
<br />X 11
<br />2.78
<br />ACRES
<br />(121,000
<br />SF)
<br />0.2a
<br />6CRES
<br />1210
<br />SF
<br />3.06
<br />ACRES
<br />(133,100
<br />SF)
<br />0.88
<br />ACRES
<br />(38,519
<br />SF)
<br />3.06
<br />ACRES .
<br />(.1.33.10
<br />SF
<br />3.94 ACRES (171,619 SF)
<br />OWNER /DEVELOPER:.
<br />WHITFIELD LOTS, LLC
<br />C/O TOM HEFFNER
<br />200 KENILWORTH PLACE
<br />PHONE: (919) 929 --9633
<br />MOBILE: (919) 880- -6279
<br />TOM @CH AP ELH I LLN C. COM
<br />ENGINEER:
<br />CHARLES P. KOCH P.E.
<br />EARTHCENTRIC ENGINEERING, INC.
<br />204 WEST CLAY STREET
<br />MEBANE, NC 27302
<br />PHONE: (919) 3639041
<br />FAX: (919) 304-3234
<br />PHIL. KOCH@EARTHCENTRIC.COM
<br />SURVEYOR:
<br />ROBERT S. JONES
<br />R.S. JONES @ ASSOCIATES, INC.
<br />121 WEST CLAY STREET
<br />SUITE A
<br />MEBANE, NC 27302
<br />PHONE: (919) 563 - --3623
<br />FAX: (919) 563-0086
<br />BOBBYJ@RSJONESANDASSOCIATES .COM
<br />LAND PLANNER:
<br />THE DESIGN RESPONSE
<br />1616 EVANS ROAD
<br />SUITE 205
<br />CARY, NC 27513
<br />PHONE: (919) 678- -8050
<br />FAX: (919) 678 -8150
<br />LKING@THEDESIGN RESPONSE, COM
<br />INDEX OF DRAWINGS:
<br />C--1 COVER SHEET
<br />C -2 EXIST, COND. / DEMOLITION
<br />C -3 SITE & UTILITY PLAN
<br />C-4 GRADING & STORM DRAINAGE
<br />P--1 DUMFRIES LN PLAN & PROFILE
<br />P-2 LOCKWOOD CT PLAN & PROFILE
<br />D-1 STORMWATER DETAILS
<br />D-2 DOT ROADWAY DETAILS
<br />CALL BEFORE YOU DIG... IT'S THE LAW.
<br />CALL. N.C. ONE-CALL(1 -- 800 - --632- -4949)
<br />FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
<br />2 WORKING DAYS PRIOR TO BEGINNING GRADING OR TRENCHING.
<br />NORTH CAROLINA GENERAL STATUTE 87 --102
<br />APPROVAL
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<br />DATE.:
<br />ow
<br />SEPTEMBER
<br />S 2012
<br />HORIZONTAL SCALE:
<br />VERTtCAL.SCALE: NIA
<br />PROJECT MANAGER: CPK
<br />DRAWN BY:
<br />OPK !'
<br />PROJECT NO:
<br />32 -417
<br />DRAWING NAME: 12.017 REVIEW'
<br />THIS DRAWING AND THE DESIGN HEREON ARE
<br />THE PROPERTY
<br />OF EanhGenub Englneaft, Ino,
<br />THE INFORMATION ON THIS DRAWING IS NOT FOR
<br />USE ON ANY OTHER SITE OR PROJECT. THE
<br />REPRODUCTION OR OTHER USE OF THS
<br />DRAWING IN WHOLE OR IN PART, WITHOUT
<br />WRITTEN CONSENr OF EeithGen* Engineanng, Ina, :g
<br />IS PHOHIBITED.
<br />COPYRIC T 2013 EaahGont& Englneedng, Inc.
<br />SHEET NO.
<br />t
<br />PRELIMINARY MAJOR SUBDIVISION PLAN ,
<br />
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