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Home My WebLink About20210925 Ver 1_SF-400584_Permit Drawings_BUFFER_20210922_20211115 (2)L n n Li J 1"2 17BP.7.R.138 PROJECT LIMITS 3su INF III VICINITY MAP (NOT TO SCALE) • • • • • OFF -SITE DETOUR STATE DI OF NO SIGN 0 TH CAROLINA HIGHWAYS GUILFORD COUNTY LOCATION: BRIDGE NO. 584 OVER BIG ALAMANCE CREEK ON SR 3412 (TABERNACLE CHURCH ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE BEGIN PROJECT 17BP.7J3J38 -L- POC Sta. 11+00.00 TO PLEASANT GARDEN BUFFER IMPACTS PERMIT BEGIN BRIDGE SITE / END BRIDGE —L— Sta. 13+75.00 , —L— Sta. 14+75.00 -L !. _ 1 ! SR 34/2 WOW (TABERNACLE CHURCH ROAD) BEGIN APPROACH SLAB —L— Sta. 13+63.00 SITE 2 5 END APPROACH SLAB A —L— Sta. 14+87.00 END PROJECT 17BP.7.RJ38 -L- POT Sta. 17+50.00 TO US 42/ STATE STATE PROJECT REFERENCE NO. SHEET TOTAL SHEETS N.C. 17 I1 Pi. l\ .158 1 STATE PROD. NO P.A.PROJ. NO DESCRIPTION BUFFER DRAWING SHEET 1 OF 4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES 50 25 0 50 100 DESIGN DATA ADT (2015) = 530 ADT (2025)= 1,060 PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = LENGTH STRUCTURE TIP PROJECT = 0.104 MILES 0.019 MILES Prepared In the Office of Simpson Engineers & Associates for DIVISION 7 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN ENGINEER p,p. 2018 STANDARD SPECIFICATIONS DAVID SIMPSON, PE PLANS •V 50 25 0 50 100 RIGHT OF WAY DATE: SIGNATURE: HYDRAULICS ENGINEER ' � 11111 " � FUNC CLASS = LOCAL SUB REGIONAL TIER TOTAL LENGTH TIP PROJECT = 0.123 MILES LETTING DATE: REID B. ROBOL, PE P.E. PROFILE (HORIZONTAL) 10 5 0 10 20 HYDRAULIC ENGINEER NCDOT CONTACT: TIM POWERS, PE DIVISIONRAMBRIDGEN PROGRAM MANAGER PROFILE (VERTICAL) � SIGNATURE: PLANS PREPARED BY: IMPSON ATES 5640 Dillard Drive Sulte 200 Cary, NC 27518 (919) 852-0468 (919) 852-0598 (Fox) www.slmDsonengr.com LICENSE NO. C-2521 —•Vhb VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 Raleigh, NC 27606 .nmenta Irawin.s\ -4 00 :4_ yd_.rm_bu _ 04.d. DETAIL 1 LATERAL BASE DITCH ( Not to Scale) Natural Ground .2.y Geotostile Min. D=1.5 Ft. Max. d=1.5 Ft. Type of Liner= CLASS B RIP RAP B-2.0 Ft. -L- STA.11+00 TO 13+00 RT 0.2'EIPTO d -TO PLEASANT GARDE TOO IP EXISTING Fill Slope FINISHED FLOOR ELEVATION: 684.5 JAMES G GADDY BOBBI B GADDY CLASS B RIP RAP EST. 3 TONS -- EST 10 SY GEOTEXT -L- PT Sta. 11+80.64 CONCRETi PAVED DITCH - STD. 850.01 FINISHED FLOOR ELEVATION: 680.30 RIP RAP @ EMBANKMEN SEE DETAIL 4 EST. 30 ONS RIP RAP EST. 40 nY GEOTEXTILE BRIDGE DETAIL 2 TOE PROTECTION (Not to Scale) Natural Ground d Type of Liner- CLASS B RIP RAP DETAIL 3 STANDARD BASE DITCH Not to Scale) 'When B is < 6.0' Natural Groan Min. D=1.5 Ft. Max. d=1.5 Ft. B=2.0 Ft. Type of Liner= CLASS I RIP RAP -L- STA. 14+95 TO 16+06 LT -L- STA. 13+00 TO 13+57 RT DAVID R HANKINS PEGGY A HANKINS END BRIDGE END PROJECT 178P.7RJ38 -L- Sta. 14+76J3 -L- POT Sta. 17+50.00 END APPROACH SLAB -L- Sta. 14+87.00 CLASS B RIP RAP - EST 2 TONS EST. 7 SY GEOTEXTILE 15. LBOWS 1i WETLAND C TOE PROTEC 10 SEE 45 ro l T. 45 SY OE-OT P SY TEXT E -- ODS I�E �C P�� f EDE PDE / L � PD I. � E � �40ii PbE Pam! 1 0 I BI E-�` REy-- , •40� i}1/ r tL�s WLB P• W r On0 R • 1 vL .ten•' E E�� /ll ,ir)is r B 9L :l a .11 L � �61 yyip6y • �w TB "q7`n. LLF.EII Is12i 12GI 2G 5: n- .. -�"f�i a.�r7 -..j►r � rT. �7 �� r�r,. 7 ORES DETAIL 4 RIP RAP AT EMBANKMENT ( Not to Scale) Type of Liner- CLASS I RIP RAP -L- STA.14+12 TO 14+24 LT ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 DELLA C ELLIS MICHAEL G ELLIS -L- POT Sta.18+50.00 WOODS BEGIN PROJECT /7BP.7RJ38 -L- POC Sta. 11+00.00 LATERAL BASE DITCH SEE DETAIL 1 EST. 70 TONS RIP RAP EST. 215 SY GEOTEXTILE JOHN W ARCHER, JR LINDA W. ARCHER Du WOODS BEGIN APPROACH SLAB STANDARD BASE,Dr -L- a. + TC SEE -DETAIL 3 SLOPET.70 = NS 8 RI EST. 13 TONS RIP RAP EST.100 SY GEOTEXTILE EST. IO CY DDE CLASS B RIP RAP EST. 4 TONS EST. 10 SY GEOTEXTILE SITE CLASS II RIP RAP UP TO ELEV. 640.0' (S (STRUCTURE PAY ITEM MEM MEM MEN MEM MEM DUE WI CLASS B.RIIi' RA ST. 2 TONS EST. 7 SY GE e I CUT EXISTING STEEL PILE FLUSH WIT 9ISTING (EAST BANK) CONCRETE FOOTER AND RETAIN THE CONCRETE FOOTER AS I5. :1MCI IC MN B;/•/ I i7.11 3E02E 1E311. l eTl\1Nguakra1 Y alti%1I I" .I I11^L11111i111 ONE/ar:l:r1 11. I ILLLLi•NaIIJGiaJJB!j II I HMI Niiia[3rJ17 II S.T. uuaN 1•C. .rv.N�au., rcerrccM -MMMM .. 10 rer 11 12 711 0 31J:11C2F71La11AM 4,11!1.17 'LETS Il1i:RII'C11.1lilil3'u• EISN Luc �1aENE11L ir-nmoErga I1 1/'EN Ell ll'B II:IIEEING111C4P TIRl• .1,1 AI :i ;MINE 3120ENLauN12LLIE OMEN MEM TO US 421- OVATE LIVING TRUST CLARENCE W OVATE TRUSTEE HAZEL W OVATE TRUSTEE PROJECT REFERENCE SHEET NO. 17BP.7.R.138 - GUILFORD 584 ROADWAY DESIGN ENGINEER 4 HYDRAULICS ENGINEER MO11 MACDONALD 18 E, LLC VHS ENGINEERING LICENSE NO. F-0669 LICENSE NO. C-0705 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED M 7621 Pufay Road, Suite 115 MOTs Fuquey-Varina, NC 27526 MACDONALD wnw.mommen.000 omerica: 4 NC P C (C-3705) �•, ilc o •e. sera coo i ,l VERTICAL SCALE �1�11\lam HORIZONTAL SCALE 2,5s' 2 5 11�11 BUFFER DRAWING SHEET 2 OF 4 1. T ILLIIiaEE IIJGi[;JB!J' I62NGia[4J:]BiS' II6IN= IMI! I Mk, IE■ 1:. 1 IMM AEI NON I 'MEN 1i1BT1■0IIIEll71P11iIPLII H 7111'.V�':1NaTnr ��+■y■y■�I■rLy■nrnlrsvlRUEOOrr,MO r•zIn7J:IOri ■■■■■ GLSCL'Qim ..,.ani II 11' -_- �AY'P'1Bgr4J' MM OkKVW 13 14 15 Tea ammorxar.L�Oa 71@ R642.I1 RE@91TENNNM JALL'LS2[fiLLMLL1Yl 16 17 18 -- TJ1771A AULIC DATA DESIGN DISCHARGE = 1494 CFS DESIGN FREQUENCY = 25 YR DESIGN HW ELEVATION = 679J FT BASE DISCHARGE = 2/16 CFS BASE FREQUENCY = /00 YR BASE HW ELEVATION = 6805 FT OVERTOPPING DISCHARGE = 6666 CFS OVERTOPPING FREQUENCY = 500+ YRS OVERTOPPING ELEVATION = 6872 FT DATE OF SURVEY = 02/28/20/9 W.S. ELEVATION AT DATE OF SURVEY = 671.4 FT 6 • •II • 1 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS TYPE ALLOWABLE MITIGABLE BUFFER REPLACEMENT Site No. Station (From/To) Structure Size / Type ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) 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: Revised 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 8/31/2021 GUILFORD COUNTY 17BP.7.R.138 SHEET 3 OF 4 WETLANDS IN BUFFER IMPACTS SUMMARY SITE NO. STATION (FROM/TO) WETLANDS IN BUFFERS ZONE 1 (ft) ZONE 2 (ft2) 1 14+61/15+08 -L- LT 165 212 TOTAL: 165 212 (Revised 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 8/31/2021 GUILFORD COUNTY 17BP.7.R.138 SHEET 4 OF 4 Rev. Jan 2009