20201276 Ver 1_SAW-2020-01334 -Impact Maps_20201208

N/FLINDA ROBERTSON PERRYPIN# 1890-24-8512N/FROBERT J. CRAYTON& JOANN O. CRAYTOND.B. 940, PAGE 414PIN# 1890-25-4231N/FJOSEPH M. PENNINGTON& LOUISA CARYD.B. 1480, PAGE 419PIN# 1890-24-3716N/FJAMES M. MCFARLANDD.B. 1293, PAGE 992PIN# 1890-24-8512N/FWILLIAM T. HATCHETT& JEAN C. TRAVERSD.B. 1049, PAGE 538PIN# 1890-44-0329N/FHAROLD C. CHAMBLEE& LIFFIE B. CHAMBLEED.B. 840, PAGE 75PRF 1, SLIDE 158APIN# 1890-45-0883N/FTRUMAN PROPERTIES, LLCD.B. 1945, PAGE 570M.B. 1996, PAGE 300PIN# 1890-44-3287N/FBONNIE W. HUDGINS& CHANCE TAYLOR HUDGINSD.B. 2185, PAGE 916PRF 3, SLIDE 40DPIN# 1890-34-6442N/FMILES DEVELOPMENT, LLCD.B. 1598, PAGE 226M.B. 2006, PAGE 340PIN# 1890-55-6333N/FMILES DEVELOPMENT, LLCD.B. 1598, PAGE 226M.B. 2006, PAGE 340PIN# 1890-55-6333N/FJ. TED ARNOLD& BRENDA B. ARNOLDD.B. 1816, PAGE 473PRF 1, SLIDE 198PIN# 1890-38-4151NIPN/FTHOMAS F. PEARSON& BETTY D. PEARSOND.B. 869, PAGE 344PIN# 1890-25-6822NIPNIPNIPEIPBEIPCCMNIPN/FKARLA S. WHEELERD.B. 1592, PAGE 338M.B. 2020, PAGE ____PIN# 1890-24-8608OPEN SPACE #2538,391 SQ. FT.12.36 ACOPEN SPACE #1115,867 SQ. FT.2.66 ACWELL LOT #234,539 SQ. FT.0.79 ACWELL LOT #136,498 SQ. FT.0.84 AC18161715141312111020192122252423313028272612345678929DATE:08-25-20SCALE:AS SHOWNDESIGNED BY:FLMAPPROVED BY:FLMPROJECT NO.:20010ORIGINAL PLAN SIZE: 24'' X 36''© 2020 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR INPART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.POST OFFICE BOX 91727RALEIGH, NORTH CAROLINA 27675PHONE: [phone]FIRM NC LICENSE NUMBER C-4222REVISION HISTORYREV#DESCRIPTIONDATEBYSHEET OF 17SCALE ADJUSTMENTTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT IS NOT 1 INCH ON THISSHEET, ADJUST YOUR SCALEACCORDINGLY01"ISSUED FORPERMITTINGDO NOT USE FOR CONSTRUCTIONCONSTRUCTION PLANSROBBINS ROAD SUBDIVISIONFRANKLIN COUNTY, NCSITE PLANC-44CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949SUMMARY INFORMATIONDEVELOPMENT NAME: ROBBINS ROAD SUBDIVISIONSTREET ADDRESS: ROBBINS ROADPIN NUMBER: 1890-24-8608TOTAL ACREAGE: 48.80 ACLESS ROAD R/W: 2.81 ACOPEN SPACE PROVIDED: 16.73 ACNET ACREAGE: 29.26 ACEXISTING USE: VACANTPROPOSED USE: SINGLE FAMILY RESIDENTIAL SUBDIVISIONJURISDICTION: FRANKLIN COUNTYZONING DISTRICT: R-30PROPOSED LOTS: 31R-30 CLUSTER MINIMUM LOT SIZE: 20,000 SF(COMMUNITY WATER & SEPTIC)PROPOSED MINIMUM LOT SIZE: 21,159 SFPROPOSED AVERAGE LOT SIZE: 0.94 ACSETBACKS:FRONT: 30'REAR: 25'SIDE: 10'PROPOSED CONNECTIVITY RATIO: 1.25 (5 LINKS / 4 NODES)PROPOSED LINEAR FOOTAGE OF ROADS: 2,261 LFDEVELOPER:SUMNER CONSTRUCTION, INC1265 FLAT ROCK CHURCH ROADLOUISBURG, NC 27549-9176919.422.5713ENGINEER:FLM ENGINEERING, INC.PO BOX 91727RALEIGH, NC 27675919.423.8975010010050SCALE: 1 INCH = 100 FEETNEX. EASEMENTEX. OVERHEAD ELECTRIC LINEEX. ADJACENT OWNERSEX. PROPERTY LINEEX. STREAMEX. BARBED FENCEEX. ROAD CENTERLINEEX. STORM SEWERLEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFEREX. UNSUITABLE SOILSEX. SHALLOW SUITABLE SOILSEX. WETLANDNOTES1. THIS PLAN IS BASED ON THE APPROVED PRELIMINARYSUBDIVISION PLAT BY CAWTHORNE, MOSS & PANCIERA, PCDATED APRIL 30, 2018.2. REFER TO THE FINAL SUBDIVISION PLAT BY CAWTHORNE,MOSS & PANCIERA, PC FOR FINAL SITE BOUNDARY METES ANDBOUNDS AND FINAL LOT SIZES AND DIMENSIONS.3. ALL ROADS WILL BE BUILT TO NCDOT SPECIFICATIONS ANDDESIGNATED AS PUBLIC.4. ALL LOTS WILL HAVE INDIVIDUAL SEPTIC SYSTEMS ANDCONNECT TO A PUBLIC COMMUNITY WATER SYSTEM.5. ALL LOT AREAS GREATER THAN 20,000 SQUARE FEET.6. THIS SUBDIVISION WILL COMPLY WITH THE NCDEQ SOIL ANDEROSION ORDINANCE.7. THE PLAT IS SUBJECT TO ALL EASEMENTS, AGREEMENTS, ANDRIGHTS-OF-WAY RECORDED PRIOR TO THE DATE OF THIS PLAT.8. RECREATIONAL REQUIREMENT SHALL BE MET BY PAYMENT INLIEU.9. IN ACCORDANCE WITH ARTICLE 14 LANDSCAPING OF FRANKLINCOUNTY UDO. LANDSCAPE PLAN TO BE SUBMITTED ANDAPPROVED PRIOR TO FINAL PLAT APPROVAL.10. ALL LOTS ARE LIMITED TO 6,300 SF IMPERVIOUS SURFACE.11. LOTS #1, #31, AND #26 TO BE SERVED INTERNALLY AND HAVENO DIRECT ACCESS TO ROBBINS ROAD.12. ALL DRAINAGE EASEMENTS TO BE PUBLIC.PROP. EASEMENTPROP. RIGHT-OF-WAYPROP. LOT LINESINSET A - MAIL KIOSK DETAILSCALE: 1" = 20'NEX. 50'TAR-PAMLICORIVER BUFFEREX. WETLAND (TYP.)EX. STREAM AROAD 1ROA
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NCSR 1714 (ROBBINS ROAD)60' PUBLIC R/W
PROP. 10' X 70' SIGHTTRIANGLE (TYP.)ROAD 3EX. STREAM BEX. STREAM CEX. WETLAND (TYP.)EX. PONDEX. WETLAND (TYP.)EX. EDGE OFSWAMPEX. EDGE OFSWAMPEX. EDGE OFSWAMPEX. 50'TAR-PAMLICORIVER BUFFEREX. 50'TAR-PAMLICORIVER BUFFERAPPROX. LOCATION OFEX. 100-YEAR FEMAFLOODPLAINAPPROX. LOCATION OFEX. 100-YEAR FEMAFLOODPLAINLOT SUMMARYLOT NO.AREA (SQ. FT.)129,129223,426325,331423,443521,160630,351734,467890,774949,8871092,5741155,1631244,0391336,5531460,0011535,1541629,4491725,7751834,2911929,7482034,4452152,9412273,3472331,4462429,7072551,5462634,9892739,7112838,9982943,2173027,5783144,642PROP. VARIABLE WIDTHPUBLIC DRAINAGEEASEMENT (TYP.)PROP. 7'X10'X4"-THICKCONCRETE PAD FOR MAIL KIOSK(SUBJECT TO CHANGE BASEDON SELECTED KIOSK); KIOSK TOBE INSTALLED PER USPS &NCDOT SPECIFICATIONSINSTALL ADA VANACCESSIBLE SIGN(R7-8 AND R7-8a)SLOPES TO BEMAXIMUM 2% IN ALLDIRECTIONS WITHINADA STALL ANDACCESSIBLE AISLE20'R15'20'R15'R21'R21'9'R10'R10'R9'5'7'R9'PROP. MAIL KIOSKSEE INSET AR450'R450'R300'50' R/W20' EOP-EOP50' R/W20' EOP-EOP50' R/W20' EOP-EOP
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DATE:09-23-2020SCALE:AS SHOWNDESIGNED BY:FLMAPPROVED BY:FLMPROJECT NO.:20010ORIGINAL PLAN SIZE: 24'' X 36''© 2020 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR INPART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.POST OFFICE BOX 91727RALEIGH, NORTH CAROLINA 27675PHONE: [phone]FIRM NC LICENSE NUMBER C-4222REVISION HISTORYREV#DESCRIPTIONDATEBYSHEET OF 2SCALE ADJUSTMENTTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT IS NOT 1 INCH ON THISSHEET, ADJUST YOUR SCALEACCORDINGLY01"ISSUED FORPERMITTINGDO NOT USE FOR CONSTRUCTIONIMPACT EXHIBITSROBBINS ROAD SUBDIVISIONFRANKLIN COUNTY, NCIMPACT EXHIBITEX-11CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-49490202010SCALE: 1 INCH = 20 FEETNNOTES1.TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &PANCIERA, P.C. ON JULY 9, 2020.2.SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATEDBY SAGE ECOLOGICAL SERVICES AND LOCATED BY CAWTHORNE,MOSS & PANCIERA, PC.3.PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.4.ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITHNCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROLMEASURES SHALL BE MAINTAINED IN PROPER WORKINGCONDITIONS THROUGHOUT CONSTRUCTION.5.CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILYIMPACTED FEATURES WITH NATIVE VEGETATION.PROP. HEADWALL WITH WINGWALLSPROP. 48" CULVERT(BURIED 0.5 FT (20%) BELOWTHE EXISTING STREAM BED)EX. UNDISTURBED SOILJURISDICTIONAL STREAM BEDPIPE AND HEADWALLBEDDING PER NCDOTSTANDARDSBACKFILL PER NCDOT STANDARDSCROSS SECTION A-ANO SCALEPP24" DIAMETER SUMP OR POOL(12" TO 18" DEEP)STREAMDIVERSION PUMPINTAKE HOSESEDIMENT DIKE(SEE DIKE SECTION)CLEAN WATER DIKE(SEE DIKE SECTION)DEWATERINGPUMPSILT BAG(OR OTHER APPROVEDDEWATERING DEVICE)DISCHARGE ONTO A STABLEVELOCITY DISSIPATOR MADE OFRIPRAP OR SANDBAGSWORK AREA LENGTHNOT TO EXCEED THATWHICH CAN BE COMPLETEDIN ONE DAYINTAKE HOSEFLOWFLOWBASE FLOW + 1'(2' MIN.)WORKAREAWATER LEVELNOTES:1.PUMP AROUND DIKES SHALL NOT BESET OUTSIDE THE LIMITS OFDISTURBANCE/IMPACT LIMITS SHOWNON THE PLANS.2.INSTALL PUMP AROUND DIVERSIONAND DEWATER THE CONSTRUCTIONZONE THROUGH THE DEWATERINGDEVICE. THE CONTRACTOR SHALLSTAGE THE LIMITS OF THE PUMPAROUND FLOW DIVERSION TODEWATER ONLY THAT SECTIONSCHEDULED FOR THAT DAY'S WORK.AT THE END OF EACH WORK DAY,THE WORK AREA SHALL BESABILIZED, THE PUMP AROUNDREMOVED, AND THE FLOWRESTORED TO THE CHANNEL. WORKSHALL BE COMPLETED ONLY DURINGFORECAST PERIODS OF DRYWEATHER.PUMP AROUND DETAILNO SCALEDIKE SECTIONPROP. 56 LF 48" CLASS III RCPCULVERT WITH HEADWALLSEX. STREAM B2.5:1
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PROP. PERMANENT ZONE I IMPACT (A1)(2,340 SQ. FT.)PERMANENT WETLANDWB-2 IMPACT (W1)1,818 SFPROP. TEMPORARY ZONE II IMPACT (A4)(284 SQ. FT.)PROP. TEMPORARY ZONE I IMPACT (A3)(473 SQ. FT.)PROP. PERMANENT ZONE II IMPACT (A2)(1,560 SQ. FT.)PROP. TEMPORARY ZONE II IMPACT (A4)(97 SQ. FT.)PROP. PERMANENT ZONE II IMPACT (A2)(1,683 SQ. FT.)PROP. TEMPORARY ZONE II IMPACT (A4)(162 SQ. FT.)PROP. TEMPORARY ZONE II IMPACT (A4)(262 SQ. FT.)PROP. TEMPORARY ZONE I IMPACT (A3)(244 SQ. FT.)TEMPORARY WETLANDWB-2 IMPACT (W2)366 SFEX. WETLANDWB-1EX. WETLANDWB-22.5:1 SLOPELEGENDEX. PROPERTY LINEEX. RIGHT-OF-WAYEX. EASEMENTEX. ADJACENT OWNERSEX. OVERHEAD ELECTRIC LINEEX. WETLANDEX. CHANNEL/STREAMEX. CHANNEL/STREAM BUFFEREX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINES324325EX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')325324PROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')PROP. HEADWALL (HW)PROP. STORM SEWEREX. SURFACE WATERPROP. PERMANENT ZONE I BUFFER IMPACTPROP. PERMANENT ZONE II BUFFER IMPACTPROP. TEMPORARY ZONE I BUFFER IMPACTPROP. TEMPORARY ZONE II BUFFER IMPACTTEMPORARY WETLAND IMPACTPERMANENT WETLAND IMPACTPROP. TEMPORARY ZONE II IMPACT (B1)(225 SQ. FT.)PROP. PERMANENT ZONE II IMPACT (B2)(116 SQ. FT.)IMPACT TABLESTREAM &BUFFERIMPACTS TEMPORARYPERMANENTSTREAM B (IMPACT 1)42 LF64 LFZONE I BUFFER (A1 & A3)1,360 SF (A3)4,864 SF (A1)ZONE II BUFFER (A2 & A4)805 SF (A4)3,243 SF (A2)ZONE II BUFFER (B1 & B2)225 SF (B1)116 SF (B2)WETLANDIMPACTSWETLAND WB-2 (W1 & W2)366 SF (W2)1,818 SF (W1)PROP. STREAM IMPACT 1(STREAM B)PROP. TEMPORARY ZONE I IMPACT (A3)(334 SQ. FT.)PROP. PERMANENT ZONE I IMPACT (A1)(2,524 SQ. FT.)PROP. TEMPORARY ZONE I IMPACT (A3)(309 SQ. FT.)PROP. STREAM IMPACT
2227325325325325325325325320325325325330DATE:09-23-2020SCALE:AS SHOWNDESIGNED BY:FLMAPPROVED BY:FLMPROJECT NO.:20010ORIGINAL PLAN SIZE: 24'' X 36''© 2020 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR INPART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.POST OFFICE BOX 91727RALEIGH, NORTH CAROLINA 27675PHONE: [phone]FIRM NC LICENSE NUMBER C-4222REVISION HISTORYREV#DESCRIPTIONDATEBYSHEET OF 2SCALE ADJUSTMENTTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT IS NOT 1 INCH ON THISSHEET, ADJUST YOUR SCALEACCORDINGLY01"ISSUED FORPERMITTINGDO NOT USE FOR CONSTRUCTIONIMPACT EXHIBITSROBBINS ROAD SUBDIVISIONFRANKLIN COUNTY, NCIMPACT EXHIBITEX-22CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-49490202010SCALE: 1 INCH = 20 FEETNLEGENDEX. PROPERTY LINEEX. RIGHT-OF-WAYEX. EASEMENTEX. ADJACENT OWNERSEX. OVERHEAD ELECTRIC LINEEX. WETLANDEX. CHANNEL/STREAMEX. CHANNEL/STREAM BUFFEREX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESNOTES1.TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &PANCIERA, P.C. ON JULY 9, 2020.2.SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATEDBY SAGE ECOLOGICAL SERVICES AND LOCATED BY CAWTHORNE,MOSS & PANCIERA, PC.3.PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.4.ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITHNCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROLMEASURES SHALL BE MAINTAINED IN PROPER WORKINGCONDITIONS THROUGHOUT CONSTRUCTION.5.CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILYIMPACTED FEATURES WITH NATIVE VEGETATION.324325EX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')325324PROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')PROP. HEADWALL (HW)PROP. HEADWALL WITH WINGWALLSPROP. 36" CULVERT(BURIED 0.5 FT (20%) BELOWTHE EXISTING STREAM BED)EX. UNDISTURBED SOILJURISDICTIONAL STREAM BEDPIPE AND HEADWALLBEDDING PER NCDOTSTANDARDSBACKFILL PER NCDOT STANDARDSCROSS SECTION A-ANO SCALEPP24" DIAMETER SUMP OR POOL(12" TO 18" DEEP)STREAMDIVERSION PUMPINTAKE HOSESEDIMENT DIKE(SEE DIKE SECTION)CLEAN WATER DIKE(SEE DIKE SECTION)DEWATERINGPUMPSILT BAG(OR OTHER APPROVEDDEWATERING DEVICE)DISCHARGE ONTO A STABLEVELOCITY DISSIPATOR MADE OFRIPRAP OR SANDBAGSWORK AREA LENGTHNOT TO EXCEED THATWHICH CAN BE COMPLETEDIN ONE DAYINTAKE HOSEFLOWFLOWBASE FLOW + 1'(2' MIN.)WORKAREAWATER LEVELNOTES:1.PUMP AROUND DIKES SHALL NOT BESET OUTSIDE THE LIMITS OFDISTURBANCE/IMPACT LIMITS SHOWNON THE PLANS.2.INSTALL PUMP AROUND DIVERSIONAND DEWATER THE CONSTRUCTIONZONE THROUGH THE DEWATERINGDEVICE. THE CONTRACTOR SHALLSTAGE THE LIMITS OF THE PUMPAROUND FLOW DIVERSION TODEWATER ONLY THAT SECTIONSCHEDULED FOR THAT DAY'S WORK.AT THE END OF EACH WORK DAY,THE WORK AREA SHALL BESABILIZED, THE PUMP AROUNDREMOVED, AND THE FLOWRESTORED TO THE CHANNEL. WORKSHALL BE COMPLETED ONLY DURINGFORECAST PERIODS OF DRYWEATHER.PUMP AROUND DETAILNO SCALEDIKE SECTIONPROP. STORM SEWEREX. SURFACE WATERPROP. PERMANENT ZONE I BUFFER IMPACTPROP. PERMANENT ZONE II BUFFER IMPACTPROP. TEMPORARY ZONE I BUFFER IMPACTPROP. TEMPORARY ZONE II BUFFER IMPACTPROP. 36 LF 36" CLASS III RCPCULVERT WITH HEADWALLSEX. STREAM CPROP. PERMANENT ZONE I IMPACT (C1)(1,001 SQ. FT.)PERMANENT WETLANDWC IMPACT (W3)1,976 SFTEMPORARY WETLAND IMPACTPERMANENT WETLAND IMPACTPROP. TEMPORARY ZONE II IMPACT (C4)(71 SQ. FT.)PROP. TEMPORARY ZONE I IMPACT (C3)(362 SQ. FT.)PROP. PERMANENT ZONE II IMPACT (C2)(2,025 SQ. FT.)TEMPORARY WETLANDWC IMPACT (W4)36 SFEX. WETLANDWC2
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EPROP. TEMPORARY ZONE II IMPACT (C4)(243 SQ. FT.)TEMPORARY WETLANDWC IMPACT (W4)535 SFEX. CULVERTIMPACT TABLESTREAM &BUFFERIMPACTS TEMPORARYPERMANENTSTREAM C (IMPACT 2)2 LF0 LFZONE I BUFFER (C1 & C3)362 SF (C3)1,001 SF (C1)ZONE II BUFFER (C2 & C4)314 SF (C4)2,025 (C2)WETLANDIMPACTSWETLAND WC (W3 & W4)571 SF (W4)1,976 SF (W3)PROP. STREAM IMPACT 2(STREAM C)PROP. STREAM IMPACT