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Home My WebLink About20211007 Ver 1_Meeting Request Review Doc Attachment_20210617 (2)DATE: 06-01-2021 BUFFER IMPACTS PERMIT SHEET 1 OF 5 BUFFER DRAWING SITE 1 SITE 2 DHV D T V = = = = = = 1300 1500 14 55 7 55 % % ADT ADT 2013 2030 % * DUAL = 4%* TTST =3% FUNC CLASS = LOCAL SUBREGIONAL TIER BRIDGE NO. 18 OVER THE HAW RIVER ON SR 1002 (SCALESVILLE ROAD) P.EBRZ-1002(24) PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA DIVISION OF HIGHWAYS LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:VICINITY MAP ROCKINGHAM COUNTY COUNTY GUILFORD COUNTY ROCKINGHAM V =40MPHDET MPH GRADING, DRAINAGE, PAVING, AND STRUCTURE17BP.7.R.13917BP.7.R.139 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NALETTING DATE: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NCDOT CONTACT: DIVISION 7 SIGNATURE: P.E. SIGNATURE: P.E. PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER PLANS PREPARED BY: 2018 STANDARD SPECIFICATIONS JOSH G. DALTON, PE DAVID SIMPSON, PE = = = LENGTH ROADWAY TIP PROJECT LENGTH STRUCTURE TIP PROJECT TOTAL LENGTH OF TIP PROJECT 0.114 MILES 0.019 MILES 0.095 MILES -L- POC Sta. 17+00.00 BEGIN PROJECT 17BP.7.R.139 -L- POT Sta. 23+00.00 END PROJECT 17BP.7.R.139 -L- Sta. 19+38.70 BEGIN BRIDGE -L- Sta. 20+41.30 END BRIDGE -L- Sta. 19+28.00 BEGIN APPROACH SLAB -L- Sta. 20+52.00 END APPROACH SLAB SR 1002 (SCALESVILLE ROAD) -L- H A W RI VE R -DRV1- VERTICAL SSD*DESIGN EXCEPTION: SAG VERTICAL CURVE K LIMITS PROJECT 17BP.7.R.139 TO US 158 US 220 / NC 150TO DETOUR ROUTE -DRV1- POT Sta. 10+25.00 BEGIN CONSTRUCTION 38572.1.1 (B-4802) 38572.2.1 (B-4802)BRZ-1002(24)R/W & UTL. CONST.17BP.7.R.139 THIS PROJECT WAS FORMERLY KNOWN AS B-4802 LICENSE NO. C-890 SUNGATE DESIGN GROUP, P.A. 905 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 ENG FIRM LICENSE NO. C-890 Prepared in the Office of Simpson Engineers & Associates for GATE 84" CMP Scalesville 2305 1001 23082309 2310 2307 2305 2455 2454 1002 2305 2390 2390 2306 1002 4951 4950 4953 4952 4954 4955 % 2925 2930 2934 2933 1002 2351 1001 2399 2479 2480 24812442 2946 2946 2948 2947 2957 2958 2962 2962 2960 2961 2959 2959 H AW M idw ay Wittys Crossroads 158 Scalesville1001 2351 IMPSON NGINEERS &SSOCIATESAES www.simpsonengr.com (919) 852-0598 (Fax) (919) 852-0468 Cary, NC 27518 Suite 200 5640 Dillard Drive LICENSE NO. C-2521 NAD 83/ NA 2011 0 50'25'50' SCALE: 1"=100' 100' DATE: 06-01-2021 SHEET 2 OF 5 BUFFER DRAWING 4 SKETCH SHOWING RELATIONSHIP OF BRIDGE TO PAVEMENT -L- Sta. 19+38.70 BEGIN BRIDGE -L- Sta. 19+28.00 BEGIN APPROACH SLAB -L- Sta. 20+41.30 END BRIDGE -L- Sta. 20+52.00 END APPROACH SLAB FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-167/2/99SHEET NO.$$DATE$$HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJECT REFERENCE Office of: Prepared in the DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.139 - ROCKINGHAM 18 LICENSE NO. C-890 SUNGATE DESIGN GROUP, P.A. SUNGATE DESIGN GROUP, P.A. 905 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 ENG FIRM LICENSE NO. C-890 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SITE 2 SITE 1 TO SR 2305 (WITTY RD) EIP SPIKE RR EXISTING R/W EXISTING R/W60.00'WOODS WOODS 18" R C PEXISTING R/W EXISTING R/W 6 0.0 0' WOODS WOODS13' GRAVELHAW RI VERGATE WOODS WOODS WOODS SR 1002 (SCALESVILLE RD) 21' PAVED (CHURCH STREET EXT) TO SR 1001 CEASAR CONE III WOODS CEASAR CONE III CEASAR CONE IIIJAMES TROVATO FRANK MILLER CEASAR CONE III WOODS WOODS EIP EIPEIP 84" CMP PI Sta 15+62.56 L = 691.39' T = 362.55' R = 930.00' -L- -L- -L- PC Sta. 12+00.00 -L- PT Sta. 18+91.40 -L- POT Sta. 25+18.30 -DRV1-25+0020+0015+00PI Sta 10+66.80 L = 72.17' T = 36.80' R = 150.00' PI Sta 12+06.66 L = 58.23' T = 30.47' R = 80.00' -DRV1- POT Sta. 10+00.00 -DRV1- PC Sta. 10+30.00 -DRV1- PT Sta. 11+02.17 -DRV1- PC Sta. 11+76.19 -DRV1- PT Sta. 12+34.41 -L- POT Sta. 22+00.00 -DRV1- POT Sta. 12+70.69 -L- POC Sta. 17+00.00 BEGIN PROJECT 17BP.7.R.139 -L- POT Sta. 23+00.00 END PROJECT 17BP.7.R.139 -L- POT Sta. 10+00.00 -L- POC Sta. 18+00.00 END OVERLAY/BEGIN GRADE -L- POT Sta. 21+90.00 END GRADE/BEGIN OVERLAY -DRV1- POT Sta. 10+25.00 BEGIN CONSTRUCTION REMOVE PSH 18" TB 2GI TB 2GI 2:12:1 D ( Not to Scale) STANDARD 'V' DITCH -L- STA. 20+60 TO 21+00 LT Min. D=1 Ft. DETAIL A Ground Natural Ground Natural +04 RT BEGIN SBG (STRUCTURE PAY ITEM) TO SHOULDER POINT (TYP.) CLASS II RIP RAP 2 ELBOWS 15" W/ EST. 35 CY DDE EST. 80 SY GEOTEXTILE EST. 45 TONS RIP RAP SEE DETAIL B BANK STABILIZATION EST. 30 CY DDE EST. 60 SY GEOTEXTILE EST. 35 TONS RIP RAP SEE DETAIL B BANK STABILIZATION +04 LT BEGIN SBG ( Not to Scale) RIP RAP BANK STABILIZATION -L- STA. 19+98 TO 20+21 -L- STA. 19+56 TO 19+77 DETAIL B Grade Ditch 2.0' GEOTEXTILE Type of Liner= CL II Rip-Rap 10'min. 1.0'min.RCP-IV 15"18" EST 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP PIPE OR DITCH OUTLET (MINUS TUCK) STND. ROLL WIDTH AA PLAN VIEW SECTION A-A NATURAL GROUNDFILL SLOPEPSRM 2:1 2:1INFLOW MIN. 1' TUCK STATION 19+10 -L- RT WITH GEOTEXTILE LINER: CLASS B RIPRAP D B DETAIL C PREFORMED SCOUR HOLE (MINUS TUCK) STND. ROLL WIDTH FOR CLARITY) BASIN NOT SHOWN (RIP RAP IN SCOUR HOLE (PSH) SQUARE PREFORMED WITH NATURAL GROUND. INSTALL LEVEL AND FLUSH MATTING (PSRM) PERMANENT SOIL REINFORCEMENT D=1.5 Ft. B=4.0 Ft. EST. 55 CY DDE SEE DETAIL A STANDARD V DITCH SEE SHEET 4 OF 5 ENHANCEMENT VIEW SEE SHEET 3 OF 5 ENHANCEMENT VIEW NAD 83 NA 2011 F F F F F F F F F F F F F NAD 83 20+00 -L-19+00 -L--L- 0 10'5' 10' SCALE: 1"=20' 20' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.7.R.139-ROCKINGHAM 18 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DATE: 06-01-2021 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SHEET 3 OF 5 BUFFER DRAWING SPIKE RR WOODS 18" RCP13' GRAVELWOODS WOODS REMOVE PSH TB 2GI TB 2GI SITE 1 NAD 83 0 10'5' 10' SCALE: 1"=20' 20' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.7.R.139-ROCKINGHAM 18 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DATE: 06-01-2021 ALLOWABLE IMPACTS ZONE 1 SHEET 4 OF 5 BUFFER DRAWING-DRV1-10+00 -DRV1- 11+00 -DRV1- ALLOWABLE IMPACTS ZONE 2 EIP WOODS WOODS 13' GRAVELGATE 84" CMP 18" SITE 2 Site Station StructureNo. (From/To) Size / Type1 18+64 to 19+40-L- ROADWAY FILLX 1306 701 200719+40 to 20+40-L- BRIDGEX 2263 226320+40 to 20+91-L- ROADWAY FILLX 1110 547 16572 10+25 to 11+23-DRV1- ROADWAY FILLX 2752 1298 40507431 2546 997700000NOTES:Revised 2018 Feb SHEET 5 OF 5ALLOWABLE MITIGABLE6-1-2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)38572.1.1ROCKINGHAM COUNTY17BP.7.R.139BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPE