20201982 Ver 1_Meeting Request Review Doc Attachment_20201217

4000PROFILE (HORIZONTAL)PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:STATENO.TOTALSHEETSN.C.SHEET1DESIGN DATASIGNATURE:SIGNATURE:P.E.P.E.2018 STANDARD SPECIFICATIONSPROJECT ENGINEERGRAPHIC SCALES PLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERENGINEERROADWAY DESIGNLOCATION: TYPE OF WORK:09/08/9900018-NOV-2020 11:46Valley Forge_Hyd_Buffer_tsh.dgnpatrick.hartnettCONTRACT:See Sheet 1A For Index of SheetsVALLEY FORGE ROAD CULVERT REPLACEMENTSUMMIT PROJECT REFERENCE NO.Prepared in the Office of:TOWN OF HILLSBOROUGH CONTACTPROJECT DESIGNERSU M M IT PRO JECT:19-0170.095VICINITY MAPSHEET 1 OF 4BUFFER DRAWINGCATES CREEKTBUILDERS FIRST SOURCE
VALLEY FORGE ROADNC 86 INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDTOWN OF HILLSBOROUGHOF THE TOWN OF HILLSBOROUGH.THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES19-0170.095CULVERT REPLACEMENT ON VALLEY FORGE RD OVER CATES CREEKGRADING, DRAINAGE, PAVEMENT, AND CULVERTVFUNC CLASS =MPH40LOCAL RURAL=LENGTH ROADWAY PROJECT = 0.270 MILESLENGTH STRUCTURES PROJECT = 0.008 MILESTOTAL LENGTH PROJECT = 0.280 MILESFIRM NO. P-0339JASON M. PATSKOSKI, PE, PhD.5025501005025501001051020SPENCER W. MERRITT, EINC 86TO SITEPROJECT -L- STA. 11+25.00-L- STA. 12+75.00-L- STA. 11+71.50BEGIN CULVERT-L- STA. 12+13.50END CULVERT-L-ValleyForgeRd.END PROJECT 19-170.095BEGIN PROJECT 19-0170.095CATES CREEKFIRST SOURCEBUILDERS TO CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD__.SUB REGIONAL TIERFORGE RD.VALLEYwww.summitde.netFax: [phone] Voice: [phone] Hillsborough, NC 27278-8551 320 Executive Ct.KEN HINESHILLSBOROUGH TOWN LIMITSof EducationCounty BoardRIVER70BUS86868685NAD 83/ 201110061192172417051009171022402208220722051009
SlopeDitchFrontGeotextileGroundNaturalGeotextileGroundNaturalGeotextileBURIED 1'PROP 4 @ 90" CMPTO BE REMOVEDEXISTING 3 @ 96" CMPFLOOD EL. = 543.26'PROPOSED FEMA 100 YREXISTING ROADWAY GRADEELEV= 530.27'RIPRAP TOGRADEROADWAYPROPOSEDALLOWABLE IMPACTS ZONE 1SHEET 2 OF 4BUFFER DRAWINGALLOWABLE IMPACTS ZONE 221123 +25.00 -L- +50.00 -L-EX R/W52.00' RT90.00' RT +21.00 -L- +75.00 -L- +25.00 -L- +50.00 -L-EX R/W55.00' LT80.00' LT +29.87 -L-EX R/WEX R/WEX R/W +11.00 -L- +95.00 -L- +92.00 -L- +92.00 -L-90.00' RT186.00' RT186.00' RT211.50' RT235.00' RT +01.91 -L-235.00' RT +36.00 -L-80.00' LT +38.00 -L- +90.00 -L-EX R/W63.88 LT +46.00 -L-49.80' RT +48.00 -L-150.38' RTEX R/WREVISIO N S INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSHEET NO.SUMMIT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER419-0170.095 R/W SHEET NO.8/17/9918-NOV-2020 11:47Valley Forge_Hyd_Buffer_4.dgnpatrick.hartnett 52053054055055054053052056056010111213-L- VALLEY FORGE RD. 570580510500570580510500NAD 83/ 2011(919) 732-6676 (FAX)[phone]Hillsborough, NC 27278320 Executive Ct.NC FIRM LICENSE No: P-0339Office of:Prepared in the PI = 11+80.00EL = 543.12'(+)0.8000%(+)3.2947%VC = 110'K = 44(+)3.1402%EXISTING GRADEEL = 546.25'-L- STA 12+75.00END GRADEEL = 542.68'-L- STA 11+25.00BEGIN GRADE(+)0.3555%EXISTING GRADEDS = 30 MPHMILLING25'MILLING25'LEFT DITCHTTOWN OF HILLSBOROUGHPUBLIC GREENWAY EASEMENTCATES CREEK SEWER (PB 71/89)30' UTILITY EASEMENT30' SANITARY SEWER EASEMENTVAR. WIDTH R/WSEWER MARKERINV=528.39' (18" PVC)INV=528.49' (18"PVC)RIM=535.92'INV=528.96' (18" PVC)INV=529.06' (18"PVC)RIM=536.76'DB 3045/115ORANGE COUNTYPIN: 9874303619PB 109/194DB 5088/190, 3291/119DOUGLAS & KIMBERLY ROBINSPIN: 9874311418PB 38/186DB 460/283ORANGE COUNTYPIN: 9874315787PB 80/192 LOT 2ADB 1805/461GREEN ENTERPRISES INC.PIN: 9874316364PB 80/192 LOT 2ADB 1805/461GREEN ENTERPRISES INC.PIN: 9874316364PB 80/192 LOT 2DB 2073/35JDH GENERAL LLCPIN: 9874315242PB 74/127 LOT 1DB 4604/36CORNERSTONE PARK PROPERTY OWNERS ASSOCIATION, INC.PIN: 9874313152DB 3045/115ORANGE COUNTYPIN: 9874303619PB 80/192 LOT 2ADB 1805/461GREEN ENTERPRISES INC.PIN: 9874316364POWERLINESOVERHEADPOWERLINESOVERHEADPB 74/127 LOT 10DB 2814/52SOUTHERN EQUIPMENT COMPANY, INC.PIN: 9874306881PB 80/175, 109/169 DB 5495/185, 1423/96TOWN OF HILLSBOROUGH9874400466PIN:PB 80/175, 109/169 DB 5495/185, 1423/96TOWN OF HILLSBOROUGH9874400466PIN:BENCH TIE IN POLETBM=537.341BENCH TIE IN POLETBM=551.197' AREARIP-RAP20'
STORM DRAINAGE EASEMENT20' STORM DRAINAGE EASEMENTCATES CREEKBUILDERS FIRST SOURCE
VALLEY FORGE ROADNC 86OUT AREAREPAIRED WASHED MARKERSEWERMARKINGS AS PER FIELDCP-37CP-11CP-156CP-404CP-155CP-388ABANDONED
12" PVC (PER GIS RECORDS)ABANDONED
18" PVC
HILLSBOROUGH TOWN LIMITSHILLSBOROUGH TOWN LIMITS-L-PC Sta. 10+00.00-L- STA. 11+25.00-L- STA. 12+75.00BEGIN CULVERT-L- STA. 11+71.50PI Sta 10+48.96DL = 97.87'T = 48.96'R = 1,400.00'10+00PT Sta. 10+97.87POT Sta. 13+14.50BEGIN PROJECT 19-0170.095END PROJECT 19-0170.095-L- STA. 12+13.50END CULVERT04701
04
02
03
02
02
03
02 033TYPINC21'+25.00
20'+47.70+68.70+39.70+60.702:1DFlatter2:1 ord( Not to Scale)SPECIAL LATERAL RIP-RAP DITCHFROM STA. 12+22 TO STA. 12+58 -L- LTDETAIL 4-1Max. d=0.5 Ft.Min. D=0.5 Ft.GroundNatural 22 SY GEOTEXTILEType of Liner= 5 TONS CL I Rip-RapFROM STA. 11+41 TO STA. 11+66 -L- RTFill Slope2:1 or Flatterb=5.0 Ft.d=2.0 Ft.bDETAIL 4-3( Not to Scale)TOE PROTECTIONd 34 SY GEOTEXTILEType of Liner= 31 TONS CL B Rip-RapFROM STA. 12+19 TO STA. 12+51 -L- RTFill Slope2:1 or Flatterb=2.0 Ft.d=2.0 Ft.bDETAIL 4-2( Not to Scale)TOE PROTECTIONd 30 SY GEOTEXTILEType of Liner= 27 TONS CL B Rip-RapUTILITY EASEMENTPROPOSED 20'(+) 15.2440
%
EL. 535.70 FT
STA. 12+22 -L- LT
BEGIN DITCH GRADE
EL. 543.78 FT
STA. 12+75 -L- LT
END DITCH GRADE
UTILITY IMPACTSCULVERT IMPACTSAUTHORIZATION. BE CLASSIFIED AS ALLOWABLE UPON WIDE, ALL UTILITY BUFFER IMPACTS SHOULD MAINTENANCE CORRIDER LESS THAN 30 FEET FEET OF TOP OF BANK AND PERMANENT NOTE: DUE TO GRADING/GRUBBING WITHIN 10 NOTE: ALL IMPACTS SHOWN ARE PERMANENTCULVERT IMPACTSUTILITY IMPACTSFFFFFFFFCFFFFC
Site Station StructureNo. (From/To) Size / Type1 11+63 to 12+65 -L- LT & RT CULVERTX 2903 93 29961 11+63 to 12+65 -L- RT UTILITY EASEMENTX 3034 2662 5696*5937 2755 869200000NOTES:Revised 2018 Feb SHEET 3 OF 4BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYTOWN OF HILLSBOROUGH*Utility impacts are to be classified as allowable upon authorization.11/17/2020TOTALS*:ROAD CROSSINGCULVERTPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEVALLEY FORGECULVERT REPLACEMENTALLOWABLE MITIGABLEORANGE COUNTYZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)
ZONE 1 (ft2)ZONE 2 (ft2)111+63 to 12+65 -L- LT& RT1055 01055 0NOTES:Revised 2018 Feb SHEET 4 OF 4CULVERT REPLACEMENTWETLANDS IN BUFFER IMPACTS SUMMARYTOWN OF HILLSBOROUGH11/17/2020WETLANDS IN BUFFERSSITE NO. STATION (FROM/TO)TOTAL:All impacts are due to culvert replacement.VALLEY FORGEORANGE COUNTYRev. Jan 2009