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Home My WebLink About20210299 Ver 1_Macon County - B236 - Permit Drawings_20210614END PROJECT BEGIN PROJECT SR (1392)Upper Burningtown RdSR (1387)Bur ni ngt own RdUpper SR (1396)Creek RdRay Falls RdBurningtownSR (1395)Falls LnBurningtown Falls Rd Burningto wn SR (1395) Cove RdWildsS R (1393)Cre e k Rd Yo u n c e S R (1 3 9 0 ) Burningtown Rd Upper Olive Hill Rd S R (1387)CreekBurningtownSITE 1 SEE FIGURE SITE 1 0 PROFILE (HORIZONTAL) RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL)DEPARTMEN T O F TRAN SPORTATIONSTATE OF NORT H CAR O LI NA1020 20 2001020 4 2 0 4 8 PLANS PREPARED FOR THE NCDOT BY: VICINITY MAP N.T.S. DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 40 P.E. 40 NCDOT CONTACT: PROJECT LENGTH DHV D T V = = = = =MPH ADT =ADT DESIGN DATA SIGNATURE: P.E. P.E. ENGINEER HYDRAULICS SIGNATURE: ENGINEER DESIGN ROADWAY washamerR:\Hydraulics\PERMITS_Enviornmental\Drawings\Prm SHT\R156_hyd_Prm_psh01_tsh.dgn11/21/2017NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Division Bridge Manager NIKKI T. HONEYCUTT, PE PROJECT DESIGNER 2025 LOCAL FUNC. CLASSIFICATION: TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE CONTRACT:TO THE LIMITS ESTABLISHED BY METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED MAAMOON K. ABDELAZIZ NORTH CAROLINA N/A MACON COUNTY 17BP.14.R.156 17BP.14.R.156 140 35 Scale : 40 PROJECT WBS: 17BP.14.R.1561995 2 -L- STA. 11+00.00 BEGIN PROJECT WBS 17BP.14.R.156 TOTAL LENGTH OF PROJECT WBS 17BP.14.R.156 = 0.095 MILES LENGTH OF STRUCTURE PROJECT WBS 17BP.14.R.156 = 0.009 MILES LENGTH OF ROADWAY PROJECT WBS 17BP.14.R.156 = 0.086 MILES JOSH DEYTON, PE -L- STA. 16+00.00 END PROJECT WBS 17BP.14.R.156 See Sheet 1B For Standard Symbology Sheet See Sheet 1A For Index of Sheets SR 1396 (RAY CREEK RD.) -L- -L- STA. 13+52.34 BEGIN BRIDGE -L- STA. 13+99.66 END BRIDGE TO SR 1387 70 ENDS IN 0.87 MILE N/A N/A OCTOBER 28, 2025 17BP.14.R.156 ROW & UTILITIES ON SR 1396 (RAY CREEK RD) LOCATION: BRIDGE #236 OVER L. PRONG BURNINGTOWN CREEK BURNINGTOWN CREEKL. PRONG RIGHT-OF-WAY PLANSMAY 18, 2017 THIS PROJECT NOT WITHIN A MUNICIPAL BOUNDARY. WETLAND & SURFACE WATER IMPACTS PERMIT 0'80'80' GRAPHIC SCALE 6 of1 6 Permit Drawing Sheet NA 2011NAD 83 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99Scale : 20 2 2270 2274 2278 2282 2286 2290 2294 2298 2302 2306 17BP.14.R.156 11+00 12+00 13+00 14+00NAD 83 NA 201115+00 16+00 11/21/2017R:\Hydraulics\PERMITS_Enviornmental\Drawings\Prm SHT\R.156_hyd_Prm_psh02.dgnwashamer2270 2274 2278 2282 2286 2290 2294 2298 2302 2306 ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D FROM STA. 11+50 TO STA. 12+50 (LT) Min. D= Ft. DETAIL A Ground Natural Flatter4:1 or Slope Fill 0'40'40' GRAPHIC SCALEof26 Permit Drawing Sheet (-)4 .1200%(-)5 . 2 000%(-)5.2000% (-)1.5733% PI = 11+50.00 EL = 2,294.00' VC = 100' K = 93 DS = 50 MPH PI = 13+00.00 EL = 2,286.20' VC = 200' K = 55 DS = 35 MPH EL = 2,296.06 STA. 11+00.00 EL = 2,281.48 STA. 16+00.00 EXISTING GROUND PROPOSED GRADE TO BE REMOVED EXIST BRIDGE EXIST (-)1.1858% EX IST (-)3 .9594% -L- STA 13+52.34 BEGIN BRIDGE END BRIDGE -L- STA 13+99.66 RIP RAP CLASS 1 1400 1900 100 1900 25 2283.6 2284.5 2284.7 2276.0 9/30/2016 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = = = = = = = = = = = 100+(-) 5.120 0%(-) 5.24 0 0%PI = 12+50.00 LTEI = 2,286.86'EI = 2,289.42'PI = 12+00.00 LTPI = 11+50.00 LT EI = 2,292.04' EXCAVATION (TOTAL BOTH SIDES) UNCLASSIFIED STRUCTURE ESTIMATED 285 C.Y. BEGIN PROJECT WBS 17BP.14.R.156 END PROJECT WBS 17BP.14.R.156 ABUTMENTS REMOVE VERTICAL 1.5:11.5:1-L- STA 16+00.00 END PROJECT WBS 17BP.14.R.156 -L- SR 1396 RAY CREEK RD. -L- PT STA 11+00.00 BEGIN PROJECT WBS 17BP.14.R.15611+0012+0013+0014+0015+00SITE 1 SEE FIGURE SITE 1 AREA (AC)LENGTH (FT) STREAM PERMIT IMPACT SW IMPACTS TEMPORARY TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY LEGEND SW IMPACTS PERMANENT <0.01 53 770.03 S S IMPACTS IN SURFACE WATER DENOTES PERMANENT -EL- EXISTING R/W 18' BST WOODS WOODS WOODS WOODS WOODS WOODS BL-1 18' BST EXISTING R/W NO# FRONTIER 1 S 2 EIP BM-1 BM-2 FOREST SERVICE UNITED STATES DEPT. OF AGRICULTURE TRACT #571 FOREST SERVICE UNITED STATES DEPT. OF AGRICULTURE TRACT #571 CREEKBURNINGTOWNL. PRONG CREEKBURNINGTOWNL. PRONG1 1 F F F F F F F F F TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S S S S S S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: C C C C F F F F F FF F 22732274 227522752275 2276227622762276 2277227722772277 22772277 22772278 22782278227822782278 2278 22782279 2279 22792279227922792279 2279227922792280 2280 2280 2280228022802280 2280 228022802280 228022802281 2281 22812281 22812281228122812281 22812281228122812281 2282 2282 22822282228222822282 228222822283 2283228322832283 22832284228422842284 2284 2284 2285 22852285 2285 2285 2286 2286 2286 22862287 2287 2287 2288 2288 2288 2289 2289 2289 2289 2290 2290 2290 2291 22912291 2292 2 2 9 2 2292 2293 22932293 2294 2294 22942294 2295 2295 2295 2295 2296 2296 2296 2297 2297 2297 2297 2298 2298 2298 2299 2299 2299 2300 2300 2301 2301 2301 2302 2302 2302 2303 2303 2303 2304 2304 2304 2305 2305 2305 2306 230623072307 2307 2308 2308 2308 2309 2309 2309 2310 2310 2310 2311 2311 2311 23122312 2312 2312 2313 2313 2313 2314 2314 2315 23152315 2316 23162316 2317 2317 2317 2318 23182319 23192320232023212321 2322 232223232324 2325 232623272328 2 3 2 9 23292330 2330 2331 23312331 2332 23322332 2333 23332334 23342335 23352336233723382339 2340 2345 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99Scale : 20 3 2270 2274 2278 2282 2286 2290 2294 2298 2302 2306 17BP.14.R.156 11+00 12+00 13+00 14+00NAD 83 NA 201115+00 16+00 11/21/2017R:\Hydraulics\PERMITS_Enviornmental\Drawings\Prm SHT\R.156_hyd_Prm_psh03.dgnwashamer2270 2274 2278 2282 2286 2290 2294 2298 2302 2306 ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D FROM STA. 11+50 TO STA. 12+50 (LT) Min. D= Ft. DETAIL A Ground Natural Flatter4:1 or Slope Fill 0'40'40' GRAPHIC SCALEof36 Permit Drawing Sheet (-)4 .1200%(-)5 . 2 000%(-)5.2000% (-)1.5733% PI = 11+50.00 EL = 2,294.00' VC = 100' K = 93 DS = 50 MPH PI = 13+00.00 EL = 2,286.20' VC = 200' K = 55 DS = 35 MPH EL = 2,296.06 STA. 11+00.00 EL = 2,281.48 STA. 16+00.00 EXISTING GROUND PROPOSED GRADE TO BE REMOVED EXIST BRIDGE EXIST (-)1.1858% EX IST (-)3 .9594% -L- STA 13+52.34 BEGIN BRIDGE END BRIDGE -L- STA 13+99.66 RIP RAP CLASS 1 1400 1900 100 1900 25 2283.6 2284.5 2284.7 2276.0 9/30/2016 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = = = = = = = = = = = 100+(-) 5.120 0%(-) 5.24 0 0%PI = 12+50.00 LTEI = 2,286.86'EI = 2,289.42'PI = 12+00.00 LTPI = 11+50.00 LT EI = 2,292.04' EXCAVATION (TOTAL BOTH SIDES) UNCLASSIFIED STRUCTURE ESTIMATED 285 C.Y. BEGIN PROJECT WBS 17BP.14.R.156 END PROJECT WBS 17BP.14.R.156 ABUTMENTS REMOVE VERTICAL 1.5:11.5:1-L- STA 16+00.00 END PROJECT WBS 17BP.14.R.156 -L- SR 1396 RAY CREEK RD. -L- PT STA 11+00.00 BEGIN PROJECT WBS 17BP.14.R.15611+0012+0013+0014+0015+00SITE 1 SEE FIGURE SITE 1 AREA (AC)LENGTH (FT) STREAM PERMIT IMPACT SW IMPACTS TEMPORARY TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY LEGEND SW IMPACTS PERMANENT <0.01 53 770.03 S S IMPACTS IN SURFACE WATER DENOTES PERMANENT -EL- EXISTING R/W 18' BST WOODS WOODS WOODS WOODS WOODS WOODS BL-1 18' BST EXISTING R/W NO# FRONTIER 1 S 2 EIP BM-1 BM-2 FOREST SERVICE UNITED STATES DEPT. OF AGRICULTURE TRACT #571 FOREST SERVICE UNITED STATES DEPT. OF AGRICULTURE TRACT #571 CREEKBURNINGTOWNL. PRONG CREEKBURNINGTOWNL. PRONG1 1 F F F F F F F F F TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S S S S S S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: S (WHEN RDY FULL SIZE PLAN = 20 SCALE)HATCHING: C C C C F F F F F FF F 11/21/2017 # NCDOT DIVISION OF HIGHWAYS MACON COUNTY PROJECT: 17BP.14.R.156 (RAY CREEK ROAD) ON SR 1396 L. PRONG BURNINGTOWN CREEK BRIDGE 236 OVERSITE 1 NAD 83NSRS 2007SCALE 1"=20' 0'20'20' GRAPHIC SCALE SHEET 4 OF 6 of4 6 Permit Drawing Sheet AREA (AC)LENGTH (FT) STREAM PERMIT IMPACT SW IMPACTS TEMPORARY SW IMPACTS PERMANENT <0.01 53 770.03 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY LEGEND S S IMPACTS IN SURFACE WATER DENOTES PERMANENT S S S S S S S S S TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS S S S S S S S 14+00IN SURFACE WATER PERMANENT IMPACTS IN SURFACE WATER TEMPORARY IMPACTS EXCAVATION UNCLASSIFIED STRUCTURE WOODS WOODS (RAY CREEK RD.)SR 1396 S 2 EIP BM-2 FOREST SERVICE UNITED STATES DEPT. OF AGRICULTURE TRACT #571 1 FOREST SERVICE UNITED STATES DEPT. OF AGRICULTURE TRACT #571 1 CREEKBURNINGTOWNL. PRONGCREEKBURNINGTOWNL. PRONG F FF F NAMES AND ADDRESSES PARCEL NO.NAMES ADDRESS 1 11/21/2017 PROPERTY OWNERS SCALE 1"=20' # NCDOT DIVISION OF HIGHWAYS MACON COUNTY PROJECT: 17BP.14.R.156 (RAY CREEK ROAD) ON SR 1396 L. PRONG BURNINGTOWN CREEK BRIDGE 236 OVER of5 6 Permit Drawing Sheet AGRICULTURE FOREST SERVICE UNITED STATES DEPT. OF FRANKLIN, NC 28734 N/A SHEET 5 OF 6 HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -L- 13+55 to 13+98 45' Long (single span bridge)<0.010.035377TOTALS*:<0.01 0.03 53 77NOTES:ATN Revised 3/31/05SHEET 6 OF 611/21/2017MACON COUNTYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSSF-550236 WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTS17BP.14.R.156*Rounded totals are sum of actual impacts