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Home My WebLink About20210925 Ver 1_SF-400584_Permit Drawings_BUFFER_20210922_20211115 - - - - - - - - - - - - - - - - - - - - x ,s STATE OF NORTH C A R O L I N G STAIR BTATR PROIRCP RRPRRRNCR NQ ND. _ DIVISION OF HIGHWAY 6PASL PROI.N0. P.APRO].N0. DB6CRd•1'ION J951 Ji9S s=' • ]EL Ja9S .14.a G UILFORD COUNTY 17BP.7.R.138 PROJECT "$ LIMITS LOCATION: BRIDGE NO. 584 OVER BIG ALAMANCE CREEK ON SR 3412 (TABERNACLE CHURCH ROAD) BUFFER DRAWING SHEET 1 OF 4 V - TYPE OF WORK: GRADING, PAVING,DRAINAGE AND STRUCTURE W _ BUFFER IMPACTS PERMIT VICINITY MAP SNOT TO SCALE) • • • • • OFF-SITE DETOUR I o N I TE 1 GO so TO BEGIN PROJECT 17BP.7RJ38 END PROJECT 17BP.7JRJ38 L- POC Sta.//+00.00 BEGIN BRIDGEEND BRIDGE -L- POT Sta.17+50DO-L- Sta.13+75.00 -L- Sta.14+75.00� To E ___ PLEASANT GARDEN SR 34/2 US 42/ (TABERNACLE CHURCH ROAD) y BEGIN APPROACH SLAB END APPROACH SLAB E -L- Sta.13+63.00 -L- Sta.14+87.00 n y T' SITE 2 Li L C� DOCUMENT NOT CONSIDERED FINAL / • UNLESS ALL SIGNATURES COMPLETED ROADWAY DESIGN ENGINEER F V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In the Office of Simpson Engineers& Associates for PLANS PREPARED BY: o DIVISION 7 ADT (2015)= 530 $0 25 0 50 100 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION IMPSON 5640 Dlllord Drive w ADT (2025)= 1,060 NCINEERS cagy CO27518 LENGTH ROADWAY TIP PROJECT = 0.104 MILES 20I8 STANDARD SPECIFICATIONS ��AssoanreS (919)852-0468 PLANS 11 (919).852-0598(Fox) RIGHT OF WAY DATE: DAVID SIMPSON, PE PE www.imDsonengr.com V = 45 MPH PROJECT ENGINEER SIGNATURE: I, 50 25 0 50 100 LENGTH STRUCTURE TIP PROJECT = 0.019 MILES IIYDRAULICS ENGINEER LICENSE No.C-2521 U) I FUNC CLASS = LETTING DATE: REID B. ROBOL, PE PROFILE (HORIZONTAL) HYDRAULIC ENGINEER y;1 LOCAL TOTAL LENGTH TIP PROJECT = 0.123 MILES fhb 1 10 5 0 10 20 TIM POWERS, PE VHB Engineering NC,P.C.(C-3705) SUB REGIONAL TIER NCDOT CONTACT: DIVISION BRIDGE Sao Main Campus drive,suite soo PROFILE (VERTICAL) PROGRAM MANAGER P'E' Raleigh,NC 27606 SIGNATURE: r�O 0 a`J O •' -r r rr 1 I -r•r r.• . r�I. r�i �!�► . 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ONEE■■■■■■■r ■■rr IN • 1 1 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size/Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT ( z) ( z) ( 2) ( z) ( z) ( 2) ( z) ( z) ft ft ft ft ft ft ft ft 1 13+65/15+08-L-LT 1 @100'-39"BOX BEAM W/4'-0"CAPS X 428 204 632 1 13+65/15+08-L-LT 1 @100'-39"BOX BEAM W/4'-0"CAPS X 381 212 593 2 13+62/15+04-L- RT 1 @100'-39"BOX BEAM W/4'-0"CAPS X 1718 1142 2860 2 13+62/15+04-L- RT 1 @100'-39"BOX BEAM W/4'-0"CAPS X 1333 765 2098 TOTALS*: 3860 2323 6183 0 0 0 0 0 NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 8/31/2021 GUILFORD COUNTY 1713P.7.R.138 Revised 2018 Feb SHEET 3 OF 4 WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS STATION ZONE 1 ZONE 2 SITE NO. (FROM/TO) (ft) (ft) 1 14+61/15+08 -L- LT 165 212 TOTAL: 165 212 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 8/31/2021 GUILFORD COUNTY 1713P.7.R.138 Revised 2018 Feb SHEET 4 OF 4 Rev.Jan 2009