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Home My WebLink About20210191 Ver 1_R.147 Permit Drawings_20210808Rd.SR (1448)Miller RdCrossing RdPauls(SR 1451)52 49 49 (SR 1447)RdStateSR (1446)Rd Sunnybrook SR (1449) R ogers R dSR (1434)SR (1134)Ryan Rd SR (1450)RdKe n d alls Ch u r c hSR ( 1 4 3 8 ) Misenhour R dSR (1440) PROJECT BEGIN PROJECT END CreekLong Long Creek Richfield Millingport RdSR (1134)Millingport RdRd Frick STIMIL YTIC 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 PROJECT ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL)DEPARTMEN T O F TRA NSPORTATIONSTATE O F 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 PROJECT LENGTH DHV D T V = = = = =MPH ADT =ADT DESIGN DATA SIGNATURE: P.E. P.E. ENGINEER HYDRAULICS SIGNATURE: ENGINEER DESIGN ROADWAY 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 DETOUR NIKKI T. HONEYCUTT, PE PROJECT DESIGNER TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE CONTRACT:NORTH CAROLINA N/A N/A 2025 CLARK E. GROVES 2018 STANDARD SPECIFICATIONS 2014 7% See Sheet 1B For Standard Symbology Sheet See Sheet 1A For Index of Sheets STANLY COUNTY LOCATION: BRIDGE #35 LONG CREEK ON SR 1134 (MILLINGPORT RD) 1300 2600 Scale : 80 35 -L- STA. 12+50.00 BEGIN PROJECT WBS 17BP.10.PE.147 -L- STA. 24+10.00 END PROJECT WBS 17BP.10.PE.147 -L- STA. 19+58.81 BEGIN BRIDGE -Y- STA. 11+85.00 BEGIN CONSTRUCTION LONG CREEK-L-)DR TROPGNILLIM( 4311 RS -L-)DR TROPGNILLIM( 4311 RS US 52 NC 73-L- STA. 20+81.19 END BRIDGE SR 1448 (MILLER RD)-Y-OCTOBER 20, 2021 DESIGN EXCEPTION FOR VERTICAL CURVE K VALUE REGIONAL TIER MAJOR COLLECTOR FUNC. CLASSIFICATION: of1 7 Permit Drawing Sheet SITE 1 17BP.10.PE.147 17BP.10.PE.147 PROJECT WBS: 17BP.10.PE.147TOTAL LENGTH OF PROJECT WBS 17BP.10.PE.147 = .220 MILES LENGTH OF STRUCTURE PROJECT WBS 17BP.10.PE.147 = .023 MILES LENGTH OF ROADWAY PROJECT WBS 17BP.10.PE.147 = .197 MILES SURFACE WATER IMPACTS PERMIT JANUARY 5, 2021 5 6 4 SaucieSLR:\Hydraulics\PERMITS_Enviornmental\Drawings\Prm SHT\R.147_hyd_prm_psh01_tsh.dgn8/2/2021THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TO THE LIMITS ESTABLISHED BY METHOD II.CLEARING ON THIS PROJECT SHALL BE PERFORMED GARLAND HAYWOOD, PENCDOT CONTACT: Division Bridge Manager NA 2011NAD 83 INV=524.94'6' SOILLONG CREEK8' GR24" RCP 9' BST9' BST9' BSTINV=524.94'DB 379 PG 641 JEFFERY D SPEIGHT JENCY L MILLER SPEIGHT 30" RCP TIMBER RET. WALL TIMBER RET. WALL BRIDGE NO. 35 WOODS WOODS WOODS CULTIVATED WOODS 19.8' PAVED ROADWAY-EY-18" RCP TIMBER RET. WALL TIMBER RET. WALL EIP Inc., CopperWindstream Com munications WOODS OF OLD MILL POSSIBLE REMNANTS LONG CREEKMTL MTL MTL MTL MTL 60.00'R/WEXISTING 21.3' PAVED ROADWAY R/WEXISTING I nc. , CopperCommunicat i onsWi ndst r eam60.00' OF OLD MILL REMNANTS POSSIBLE 6 1 7 3 DB 1568 PG 429 2 1 JUANITA B MILLER WARREN A MILLER DB 1628 PG 465 BONNIE M BROOKS JED DAVID BROOKS DB 1628 PG 465 BONNIE M BROOKS DB 357 PG 4111 JUDY BROOKS ALFRED DB 1661 PG 1139 RICHARD E CLAYTON DB 998 PG 506 4 VICKIE S MILLER JERRY REECE MILLER DB 998 PG 506 REVOCABLE TRUST VICKIE S MILLER JERRY R MILLER JED DAVID BROOKS SR JIM G ALFRED JR PTSta. 17+71.74PCSta. 20+63.9611+00 12+00 13+0018+0020+0021+0019+00-L- (MILLINGPORT RD) SR 1134-Y-GREU TL-3 P0CSta. 11+60.00 GREU TL-3TYPE-III GREU TL-3 AT-1MILLER RDSR 1448TYPE-III TYPE-III N 85° 54' 05.3" E TYPE-III STILLING BASIN 15 x 15 SPECIAL STILLING BASIN 15 x 15 SPECIAL RETAIN REMOVE (DETAIL B)STA. 14+00 TO 17+00 RT SPECIAL CUT DITCH EST. 110 CY TO ELEV 524' EXCAVATION ABUTMENT CL-II RIPRAP EST. 70 TON STABILIZATION STREAMBANK (DETAIL G) 15 CY DDE 50 SY GEOTEXTILE 15 TON CL-B RIPRAP STA. 18+50 TO 19+92 RT STANDARD 'V' DITCH (DETAIL F) 200 SY GEOTEXTILE 60 TON CL-B RIPRAP STA. 17+00 TO 18+50 RT SPECIAL CUT DITCH (DETAIL G) 10 CY DDE 45 SY GEOTEXTILE 15 TON CL-B RIPRAP STA. 20+40 TO 21+04 RT STANDARD 'V' DITCH (DETAIL E) 25 CY DDE 85 SY GEOTEXTILE 30 TON CL-B RIPRAP STA. 20+35 TO 21+23 LT STANDARD BASE DITCH (DETAIL H) 10 TON CL-II RIPRAP STA. 20+32 TO 20+40 RT RIPRAP AT EMBANKMENT (DETAIL H) 10 TON CL-II RIPRAP STA. 19+92 TO 19+96 RT RIPRAP AT EMBANKMENT CL-II RIPRAP EST. 80 TON EST. 36 CY TO ELEV 524' ABUTMENT EXCAVATION CL-II RIPRAP EST. 160 TON (DETAIL H) 15 TON CL-II RIPRAP STA. 20+20 TO 20+35 LT RIPRAP AT EMBANKMENT EST. 7 S.Y. GEOTEXTILE EST. 2 TON CL-B RIPRAP (DETAIL I) CL-I RIPRAP 20 TONS (DETAIL D) 90 SY GEOTEXTILE 30 TON CL-B RIPRAP STA. 21+23 TO 22+15 LT SPECIAL LATERAL BASE DITCH (DETAIL D) 85 SY GEOTEXTILE 30 TON CL-B RIPRAP STA. 11+85 TO 12+59 SPECIAL LATERAL BASE DITCH (DETAIL C) EST. 80 SY GEOTEXTILE EST. 30 TON CL-B RIPRAP STA. 12+59 TO 12+85 RT -Y- STA. 17+15 TO 18+00 LT -L- SPECIAL LATERAL BASE DITCH (DETAIL A) STA. 13+00 TO 17+75 LT SPECIAL LATERAL BASE DITCH INV=526.5 523.3 INV= (DETAIL J) EST. 277 TON CL-II RIPRAP STREAMBANK STABIIZATION d 2:1B D ( Not to Scale) Flatter2:1 or SPECIAL LATERAL BASE DITCH FROM STA. 21+23 LT TO STA. 22+15 LT -L- FROM STA. 11+85 RT TO STA. 12+59 RT -Y- Slope Cut DETAIL D B=2 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= CL-B Rip-Rap Ground Natural Geotextile 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 20+35 LT TO STA. 21+23 LT -L- DETAIL E B=2 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CL-B Rip-Rap Geotextile d 2:1B D ( Not to Scale) Flatter2:1 or SPECIAL LATERAL BASE DITCH FROM STA. 13+00 LT TO STA. 17+75 LT -L- Slope Cut DETAIL A B=3 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= PSRM Ground Natural d 2: 1 B D ( Not to Scale) Flatter2:1 or SPECIAL LATERAL BASE DITCH FROM STA. 12+59 RT TO STA. 12+85 RT -Y- FROM STA. 17+15 LT TO STA. 18+00 LT -L- Slope Cut DETAIL C B=3 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= CL-B Rip-Rap Ground Natural Geotextile (DETAIL D) 90 SY GEOTEXTILE 30 TON CL-B RIPRAP STA. 21+23 TO 22+15 LT SPECIAL LATERAL BASE DITCH 2:1D Flatter2:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 17+00 RT TO STA. 18+50 RT -L- DETAIL F Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= CL-B Rip-Rap Slope Ditch Front Ground Natural Geotextile LEGEND IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT STREAM PERMIT IMPACT AREA (AC)LENGTH (FT) SW IMPACTS TEMPORARY 123 SW IMPACTS PERMANENT 930.02 0.03 ( Not to Scale) STREAMBANK STABALIZATION (MAX)7:1 (MAX)2:1TO BE REMOVED EXISTING PIERS PIER PROPOSED STREAMBANK EXISTING STREAMBANK EXISTING ELEV: 520' ELEV: 518' NWSEL CL-II RIPRAP EXISTING STREAMBED Type of Liner= 260 TONS CL-II RIPRAP FROM STA. 20+21 TO STA. 20+47 FROM STA. 19+83 TO STA. 19+92 DETAIL J MIN 2' MIN 2' 2:12:1D ( Not to Scale) d STANDARD 'V' DITCH FROM STA. 20+40 RT TO STA. 21+04 RT -L- FROM STA. 18+50 RT TO STA. 19+92 RT -L- Type of Liner= CL-B Rip-Rap Max. d=1.5 Ft. Min. D=1.5 Ft. DETAIL G Ground Natural Ground Natural Geotextile ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 20+32 RT TO STA. 20+40 RT -L- FROM STA. 19+92 RT TO STA. 19+96 RT -L- FROM STA. 20+20 LT TO STA. 20+35 LT -L- DETAIL H Grade Ditch 2 ft. 10'min. Type of Liner= 12 TONS,CL II Rip-Rap ( Not to Scale) Geotextile Elevation Natural Bed STA. 12+56.50 LT -Y- Ground Natural Ground Natural (Variable) Channel Bed PIPE OUTLET CHANNEL STABILIZATION DETAIL I 1.5' Type of Liner= CL-I Rip-Rap - Keyed-In Length= 20 Ft. IMPERVIOUS DIKE 93 LF. / 0.02 ACRES IMPACTS IN SURFACE WATER BANK STABALIZATION & PERM. 10 LF / 0.02 ACRES* IMPACTS IN SURFACE WATER IMPERVIOUS DIKES TEMP. IMPERVIOUS DIKE 20 LF / 0.01 ACRES* IMPACTS IN SURFACE WATER IMPERVIOUS DIKES TEMP. 12" CL50 DIP WATERLINE PIPE TEMPORARY PIPE TEMPORARY PIPE TEMPORARY FF F F F FCC F F FF FFFF C C C C C C F C F F C C C 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.8/17/998/2/2021R:\Hydraulics\PERMITS_Enviornmental\Drawings\Prm SHT\R.147_hyd_prm_psh02.dgnSaucieSLScale : 20 517BP.10.PE.147 SEE SHEET 8 FOR -L- PROFILE of2 7 Permit Drawing Sheet SITE 1 GRAPHIC SCALE 0'40'40'NAD 83 NA 2011 5 1 5515515515515515 5155205205 2 0 520520520520520520520520520 5205 20525525525525525525525525 525525525 5305305305 3 0530530 530530 5305305305305305305 3 5 535 535535535535 535535535535 540540540540540540540540545545545545545545 545545545545550550 550550550 555 555560560 560560565570INV=524.94'6' SOILLONG CREEK8' GR24" RCP 9' BST9' BST9' BSTINV=524.94'DB 379 PG 641 JEFFERY D SPEIGHT JENCY L MILLER SPEIGHT 30" RCP TIMBER RET. WALL TIMBER RET. WALL BRIDGE NO. 35 WOODS WOODS WOODS CULTIVATED WOODS 19.8' PAVED ROADWAY-EY-18" RCP TIMBER RET. WALL TIMBER RET. WALL EIP Inc., CopperWindstream Com munications WOODS OF OLD MILL POSSIBLE REMNANTS LONG CREEKMTL MTL MTL MTL MTL 60.00'R/WEXISTING 21.3' PAVED ROADWAY R/WEXISTING I nc. , CopperCommunicat i onsWi ndst r eam60.00' OF OLD MILL REMNANTS POSSIBLE 6 1 7 3 DB 1568 PG 429 2 1 JUANITA B MILLER WARREN A MILLER DB 1628 PG 465 BONNIE M BROOKS JED DAVID BROOKS DB 1628 PG 465 BONNIE M BROOKS DB 357 PG 4111 JUDY BROOKS ALFRED DB 1661 PG 1139 RICHARD E CLAYTON DB 998 PG 506 4 VICKIE S MILLER JERRY REECE MILLER DB 998 PG 506 REVOCABLE TRUST VICKIE S MILLER JERRY R MILLER JED DAVID BROOKS SR JIM G ALFRED JR PTSta. 17+71.74PCSta. 20+63.9612+00 13+0018+0020+0021+0019+00-L- (MILLINGPORT RD) SR 1134-Y-GREU TL-3 P0CSta. 11+60.00 GREU TL-3TYPE-III GREU TL-3 AT-1MILLER RDSR 1448TYPE-III TYPE-III N 85° 54' 05.3" E TYPE-III STILLING BASIN 15 x 15 SPECIAL STILLING BASIN 15 x 15 SPECIAL RETAIN REMOVE (DETAIL B)STA. 14+00 TO 17+00 RT SPECIAL CUT DITCH EST. 110 CY TO ELEV 524' EXCAVATION ABUTMENT CL-II RIPRAP EST. 70 TON STABILIZATION STREAMBANK (DETAIL G) 15 CY DDE 50 SY GEOTEXTILE 15 TON CL-B RIPRAP STA. 18+50 TO 19+92 RT STANDARD 'V' DITCH (DETAIL F) 200 SY GEOTEXTILE 60 TON CL-B RIPRAP STA. 17+00 TO 18+50 RT SPECIAL CUT DITCH (DETAIL G) 10 CY DDE 45 SY GEOTEXTILE 15 TON CL-B RIPRAP STA. 20+40 TO 21+04 RT STANDARD 'V' DITCH (DETAIL E) 25 CY DDE 85 SY GEOTEXTILE 30 TON CL-B RIPRAP STA. 20+35 TO 21+23 LT STANDARD BASE DITCH (DETAIL H) 10 TON CL-II RIPRAP STA. 20+32 TO 20+40 RT RIPRAP AT EMBANKMENT (DETAIL H) 10 TON CL-II RIPRAP STA. 19+92 TO 19+96 RT RIPRAP AT EMBANKMENT CL-II RIPRAP EST. 80 TON EST. 36 CY TO ELEV 524' ABUTMENT EXCAVATION CL-II RIPRAP EST. 160 TON (DETAIL H) 15 TON CL-II RIPRAP STA. 20+20 TO 20+35 LT RIPRAP AT EMBANKMENT EST. 7 S.Y. GEOTEXTILE EST. 2 TON CL-B RIPRAP (DETAIL I) CL-I RIPRAP 20 TONS (DETAIL D) 90 SY GEOTEXTILE 30 TON CL-B RIPRAP STA. 21+23 TO 22+15 LT SPECIAL LATERAL BASE DITCH (DETAIL D) 85 SY GEOTEXTILE 30 TON CL-B RIPRAP STA. 11+85 TO 12+59 SPECIAL LATERAL BASE DITCH (DETAIL C) EST. 80 SY GEOTEXTILE EST. 30 TON CL-B RIPRAP STA. 12+59 TO 12+85 RT -Y- STA. 17+15 TO 18+00 LT -L- SPECIAL LATERAL BASE DITCH (DETAIL A) STA. 13+00 TO 17+75 LT SPECIAL LATERAL BASE DITCH INV=526.5 523.3 INV= (DETAIL J) EST. 277 TON CL-II RIPRAP STREAMBANK STABIIZATION d 2:1B D ( Not to Scale) Flatter2:1 or SPECIAL LATERAL BASE DITCH FROM STA. 21+23 LT TO STA. 22+15 LT -L- FROM STA. 11+85 RT TO STA. 12+59 RT -Y- Slope Cut DETAIL D B=2 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= CL-B Rip-Rap Ground Natural Geotextile 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 20+35 LT TO STA. 21+23 LT -L- DETAIL E B=2 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CL-B Rip-Rap Geotextile d 2:1B D ( Not to Scale) Flatter2:1 or SPECIAL LATERAL BASE DITCH FROM STA. 13+00 LT TO STA. 17+75 LT -L- Slope Cut DETAIL A B=3 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= PSRM Ground Natural d 2: 1 B D ( Not to Scale) Flatter2:1 or SPECIAL LATERAL BASE DITCH FROM STA. 12+59 RT TO STA. 12+85 RT -Y- FROM STA. 17+15 LT TO STA. 18+00 LT -L- Slope Cut DETAIL C B=3 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= CL-B Rip-Rap Ground Natural Geotextile (DETAIL D) 90 SY GEOTEXTILE 30 TON CL-B RIPRAP STA. 21+23 TO 22+15 LT SPECIAL LATERAL BASE DITCH 2:1D Flatter2:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 17+00 RT TO STA. 18+50 RT -L- DETAIL F Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= CL-B Rip-Rap Slope Ditch Front Ground Natural Geotextile LEGEND IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT STREAM PERMIT IMPACT AREA (AC)LENGTH (FT) SW IMPACTS TEMPORARY 123 SW IMPACTS PERMANENT 930.02 0.03 ( Not to Scale) STREAMBANK STABALIZATION (MAX)7:1 (MAX)2:1TO BE REMOVED EXISTING PIERS PIER PROPOSED STREAMBANK EXISTING STREAMBANK EXISTING ELEV: 520' ELEV: 518' NWSEL CL-II RIPRAP EXISTING STREAMBED Type of Liner= 260 TONS CL-II RIPRAP FROM STA. 20+21 TO STA. 20+47 FROM STA. 19+83 TO STA. 19+92 DETAIL J MIN 2' MIN 2' 2:12:1D ( Not to Scale) d STANDARD 'V' DITCH FROM STA. 20+40 RT TO STA. 21+04 RT -L- FROM STA. 18+50 RT TO STA. 19+92 RT -L- Type of Liner= CL-B Rip-Rap Max. d=1.5 Ft. Min. D=1.5 Ft. DETAIL G Ground Natural Ground Natural Geotextile ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 20+32 RT TO STA. 20+40 RT -L- FROM STA. 19+92 RT TO STA. 19+96 RT -L- FROM STA. 20+20 LT TO STA. 20+35 LT -L- DETAIL H Grade Ditch 2 ft. 10'min. Type of Liner= 12 TONS,CL II Rip-Rap ( Not to Scale) Geotextile Elevation Natural Bed STA. 12+56.50 LT -Y- Ground Natural Ground Natural (Variable) Channel Bed PIPE OUTLET CHANNEL STABILIZATION DETAIL I 1.5' Type of Liner= CL-I Rip-Rap - Keyed-In Length= 20 Ft. IMPERVIOUS DIKE 93 LF. / 0.02 ACRES IMPACTS IN SURFACE WATER BANK STABALIZATION & PERM. 10 LF / 0.02 ACRES* IMPACTS IN SURFACE WATER IMPERVIOUS DIKES TEMP. IMPERVIOUS DIKE 20 LF / 0.01 ACRES* IMPACTS IN SURFACE WATER IMPERVIOUS DIKES TEMP. 12" CL50 DIP WATERLINE PIPE TEMPORARY PIPE TEMPORARY PIPE TEMPORARY FF F F F FCC F F FF FFFF C C C C C C F C F F C C C 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.8/17/998/2/2021R:\Hydraulics\PERMITS_Enviornmental\Drawings\Prm SHT\R.147_hyd_prm_psh03.dgnSaucieSLScale : 20 517BP.10.PE.147 SEE SHEET 6 FOR -L- PROFILE of3 7 Permit Drawing Sheet SITE 1 GRAPHIC SCALE 0'40'40'NAD 83 NA 2011 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/998/2/2021R:\Hydraulics\PERMITS_Enviornmental\Drawings\Prm SHT\R.147_hyd_prm_psh04.dgnSaucieSLScale : 20 817BP.10.PE.147 519 523 527 531 535 539 543 547 551 515 18+00 21+0019+00 20+0017+00 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. 495 499 503 507 511 555 559 563 567 571 575 -L- SEE SHEET 5 FOR PLAN VIEW 22+00 519 523 527 531 535 539 543 547 551 515 495 499 503 507 511 555 559 of4 7 Permit Drawing Sheet ELEV: 516.2' TEMP. IMPACTS IN SURFACE WATER PI = 18+00.00 EL = 529.54' (-)8.9180%(+)1.2389% VC = 300' K = 30 PI = 21+60.00 EL = 534.00' (+)1.2389% (+)8.4800% VC = 190' K = 26 BEGIN BRIDGE -L- STA. 19+53.75 END BRIDGE -L- STA. 20+76.25 SR 1448 (MILLER ROAD)DS = 25 MPH*DS = 25 MPH* EXISTING GRADE PROPOSED GRADE BM-1 BM-2 BL-4 -L- STA 19+13.41 LOW POINT EL = 531.17 REMOVE EXISTING STRUCTURE BM-2 EXCAVATION EST. 50 CY UNCLASSIFIED STRUCTURE EXCAVATION EST. 60 CY UNCLASSIFIED STRUCTURE SEE STRUCTURES PLANS CL-II RIPRAP EST. 150 TON -L- STA. 18+60.21= EL = 531.65 -Y- STA. 13+17.65 2500 3634 100 11000 25 522.3 523.8 531.4 514.2 07/10/2018 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 = = = = = = = = = = = 500+ CL-II RIPRAP EST. 70 TON SEE STRUCTURES PLANSPI=17+00.000El.=536.341'( - )6.7688%(-)5.3360%530.289(-)4 .9 3 3 4%(-)4 .7 3 9 2%530.485(+)4.5650%(+)9.9261%PI=21+19.490El.=526.963'(+)15.4054% (+)7.3097% (+)14.1364%PI=18+50.000El.=529.014'(-)2 .9412% ( - )6.7316% (-)9.4057%517.000PI=17+50.000El.=532.957'PI=17+50.000El.=532.854'PI=19+00.000El.=525.649'PI=18+00.000END 'V' DITCH LTEl.=530.289'PI=20+50.000El.=517.696'PI=20+76.250El.=520.301'PI=22+00.000El.=532.848'PI=22+14.660END BASE DITCHEl.=534.920'PI=20+34.760BEGIN BASE DITCHEl.=517.000'PI=19+91.950 END 'V' DITCH RT El.=517.000'PI=20+50.000El.=516.216'(+)9.7378% (+)12.6829% (+)7.3494%El.=518.772'PI=20+76.250El.=522.235'PI=21+03.550PI=20+40.260El.=515.500' 515515515 515515520520520520 5205205 20525525525525525525 525525 5305305 3 0 530530 530LONG CREEK9' BSTN 16°35'49" WS 16°43'22" E100.22'N 58°18'35" W143.76' 11 TIMBER RET. WALL TIMBER RET. WALL BRIDGE NO. 35 WOODS WOODS TIMBER RET. WALL TIMBER RET. WALL EIP 0.16' EIP-R/W WOODSMTL MTL MTL MTL MTL 60.00'R/WEXISTING 21.3' PAVED ROADWAY R/WEXISTING I nc. , CopperCommunicat i onsWi ndst r eam-L- (MILLINGPORT RD) SR 1134 GREU TL-3GREU TL-3TYPE-III AT-1 TYPE-III TYPE-III TYPE-III DRAIN GRADE TO STILLING BASIN 15 x 15 SPECIAL STILLING BASIN 15 x 15 SPECIAL REMOVE EST. 110 CY TO ELEV 524' EXCAVATION ABUTMENT CL-II RIPRAP EST. 70 TON STABILIZATION STREAMBANK (DETAIL G) 15 CY DDE 50 SY GEOTEXTILE 15 TON CL-B RIPRAP STA. 18+50 TO 19+92 RT STANDARD 'V' DITCH (DETAIL F) 200 SY GEOTEXTILE 60 TON CL-B RIPRAP STA. 17+00 TO 18+50 RT SPECIAL CUT DITCH (DETAIL G) 10 CY DDE 45 SY GEOTEXTILE 15 TON CL-B RIPRAP STA. 20+40 TO 21+04 RT STANDARD 'V' DITCH (DETAIL E) 25 CY DDE 85 SY GEOTEXTILE 30 TON CL-B RIPRAP STA. 20+35 TO 21+23 LT STANDARD BASE DITCH (DETAIL H) 10 TON CL-II RIPRAP STA. 20+32 TO 20+40 RT RIPRAP AT EMBANKMENT (DETAIL H) 10 TON CL-II RIPRAP STA. 19+92 TO 19+96 RT RIPRAP AT EMBANKMENT CL-II RIPRAP EST. 80 TON EST. 36 CY TO ELEV 524' ABUTMENT EXCAVATION CL-II RIPRAP EST. 160 TON (DETAIL H) 15 TON CL-II RIPRAP STA. 20+20 TO 20+35 LT RIPRAP AT EMBANKMENT EST. 7 S.Y. GEOTEXTILE EST. 2 TON CL-B RIPRAP (DETAIL I) CL-I RIPRAP 20 TONS 523.3 INV= (DETAIL J) EST. 277 TON CL-II RIPRAP STREAMBANK STABIIZATION LEGEND IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT STREAM PERMIT IMPACT AREA (AC)LENGTH (FT) SW IMPACTS TEMPORARY 123 SW IMPACTS PERMANENT 930.02 0.03 IMPERVIOUS DIKE 93 LF. / 0.02 ACRES IMPACTS IN SURFACE WATER BANK STABALIZATION & PERM. 10 LF / 0.02 ACRES* IMPACTS IN SURFACE WATER IMPERVIOUS DIKES TEMP. IMPERVIOUS DIKE 20 LF / 0.01 ACRES* IMPACTS IN SURFACE WATER IMPERVIOUS DIKES TEMP. 12" CL50 DIP WATERLINE PIPE TEMPORARY PIPE TEMPORARY PIPE TEMPORARY FF F F F F F F C C C F C 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.8/17/998/2/2021R:\Hydraulics\PERMITS_Enviornmental\Drawings\Prm SHT\R.147_hyd_prm_psh05.dgnSaucieSL17BP.10.PE.147 5Scale : 10 SITE 1of57 Permit Drawing Sheet GRAPHIC SCALE 0'20'20' NAMES AND ADDRESSES PARCEL NO.NAMES ADDRESS 1 PROPERTY OWNERS 8/2/2021 NCDOT DIVISION OF HIGHWAYS # SHEET 6 OF 7 of6 7 Permit Drawing Sheet PROJECT: 17BP.10.PE.147 (MILLINGPORT RD) ON SR 1134 LONG CREEK BRIDGE 35 OVER 2 3 6 7 JOHN WILLIAM RODGERS JUANITA B MILLER WARREN A MILLER AND RICHARD E CLAYTON JOHN WILLIAM RODGERS AND JEFFERY D SPEIGHT JENCY L MILLER SPEIGHT STANLY COUNTY RICHFIELD, NC 28137 10617 MILLINGPORT RD RICHFIELD, NC 28137 40743 MILLINGPORT RD RICHFIELD, NC 28137 40492 MILLINGPORT RD RICHFIELD, NC 28137 40970 MILLINGPORT RD RICHFIELD, NC 28137 40716 MILLINGPORT RD Hand Existing 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 Stream No. (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 19+90.73 \ 20+33.88 2 CORED SLABS (70' & 50')0.02 0.02 93 10 1 19+94.51 \ 20+23.77 342' 12" CL50 DIP WATERLINE 0.01 20 TOTALS:0.02 0.03 93 30 NOTES: 1 TEMP. IMPACTS LENGTH TOTAL = 123 FT. (93 FT. COVERED UNDER PERMANENT IMPACTS) ATN Revised 3/31/05 BRIDGE #35 OVER LONG CREEK ON SR 1134 (MILLINGPORT RD) NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS STANLEY COUNTY 8/5/2021 PE.147 WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS SHEET 7 of 7