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Home My WebLink About20241275 Ver 1_Scalesville Rd Buffer Drawings_202409220N • a 2442 2431 Ml(I a 2480 2479 _ y 17BP.7.R.139 158 Witty, Cros PROJECT 2399 2958 2930 LIMITS 2351 2925 2946 'Al 1002 2948 2934 1oa1 ROCKINGHAM 2947 2933 COUNTY 2946 2351 395-- 2455 --- 2307 1992 —_—_— —_—. 1001 2454 23a5 cnlvsa+llc — 21M 2308 GUILFORD 1002 4950 2306 COUNTY 4951 2399 4953 2335 2310 4955 4154 VICINITY MAP DETOUR ROUTE STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS ROCKINGHAM COUNTY LOCATION: BRIDGE NO.I8 OVER THE HAW RIVER ON SR 1002 (SCALESVILLE ROAD) TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE BUFFER IMPACTS PERMIT 17BP.7.R.139 I 38572.1.1 (B-4802) BRZ-1002(24) P.E 38572.2.1 B-4802 BRZ-1002 24 RM/ & UTL. 17BP.7.R.139 CONST. BUFFER DRAWING SHEET 1 OF 4 DATE: 4/9/2024 END BRIDGE BEGIN PROJECT 17BP.7.R.139 -L- POC Sto. 17+00.00 � s\ \ BEGIN APPROACH SLAB -L- Sto.19+28.00 :: �l l5 s TO US�158 -- SR 1002 (SCALESVILLE ROAD) NO 150 220 ANC V5 BEGIN BRIDGE \ \ END APPROACH SLAB END PROJECT 17BP.7.R.139 -L- POT Sta. 23+00.00 -L- Sto.19+38.70 -L- Sfa.20+52.00 N SITE 1 THIS PROJECT WAS FORMERLY KNOWN AS B-4802 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DESIGN DATA eo PROJECT LENGTH Prepared in ire Office of Simpson Engineers & Associates for DIVISION 7 ROADWAY DESIGN ENGINEER PLANS PREPARED BY: 5640 Oillartl Drive Oo� G�ORQ� �� qg a s ADT 2013 = 1300 ADT 2030 = 1500 DHV = 14 % D = 55 % T = 7 % * TTST =3% DUAL = 4% V = 55 MPH VDIT = 40 MPH FUNC CLASS = LOCAL SUBREGIONAL TIER _ LENGTH ROADWAY PROJECT = 0.095 MILES _ LENGTH STRUCTURE PROJECT - 0.019 MILES TOTAL LENGTH OF PROJECT = 0.114 MILES A,SIG.NATURR: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P.F. SJGIDATUREr Suite 200 Car Y. NC 27518 52-0468 '9391852-0598 Fox) „939185?-0598 LICENSE NO.C-4434 2024 STANDARD SPECIFICATIONS DAVPD° SIMPLYON, PE RIGHT OF WAY DATE: J U N E 2 2, 2 017 JOSH G. DALTON, PE LETTING DATE: OCTOBER 16, 2025 HYDRAULICS ENGINEER HYDRA P.F. SUNGATE DESIGN GROUP, P.A. R0 JONES FRANKLIN ROAD RA 9� L. NORTH CARDLINA276o, ENG FIRM LK:ENSE NO. G- K LICENSE NO. C-890 ��GUCs EEG,AEER /� CONTACT.JAMES YATES NCDOT CONTACT. DIVISION E PROGRAA4 MANANAGE GER DETAIL C PREFORMED SCOUR HOLE PLAN VIEW PERMANENT SOIL REINFORCEMENT MATTING (PSRM) INSTALL LEVEL AND FLUSH WITH NATURAL GROUND. PIPE OR DITCH OUTLET A A SQUARE PREFORMED SCOUR HOLE (PSH) (RIP RAP IN BASIN NOT SHOWN ffiF B=4.0 Ft, FOR CLARITY) D-15 Ft s`op SECTION A -A F STND. ROLL WIDTH INFLOW PSRM FD (MINUS TUCK) NATURAL GROUND LINER: CLASS B RIPRAP I B � IN. FTUCK WITH GEOTEXTILE I- STATION 19+10 -L- RT ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 O S -L- PC Sta. 12+00.00 DETAIL A DETAIL B STANDARD 'V' DITCH RIP RAP BANK STABILIZATION (No�r� Scale) (Na�ta Scale] m'min. Newrel on6 Lo'mie. /� Ground 2.� ,�.� Ground Gmde 2'G Min. D=1 Ft. GEOTEXFILE p�,r1 —L— STA. 20+60 TO 21+00 LT Type of Liner= CL II P \ ZlJ —L— STA. 19 —56 +98 TO 19+ O —L— STA. 19+98 TO 20+2121 �P 50' 25' 0 50' 100' \ SCALE: 1=100' \ BANK STABILI-L 2� ZATION \ SEE DETAIL I- \ \ 8 EST. 45 TONS RIP RAP ry FRANK MILLER \ \ EST. 80 SY GEOTEXTILE W EST. 35 CY DDE � � \\ \ 82 T fi W,,OS ` BANK STABILIZATION \\ \ OEIP t4, SEE DETAIL B EST. 35 To RIP RAP 1 qP LT EST, 60 SY GEOTEXTILE JAMES TROVATO \ EST. 30 CY DDE O, END OVERLAY/BEGI7GRAD� -L- POC Sta. 18+00. BEGIN PROJECT 17BP.7.R.139 W000s\ \ \� $I E/i eti -1 - Pnf Ctn 17+nnnn \ Yam'/ �. ,� /i r, STANDARD V DF�H /CEASAR 5 Imlttr aD TD WOODS r*- /S SEE DETAIL A EST. 55 CY DDE BUI P S WoOos DATI CEASAR CONE III I F F F SR 1002 (SCALESVILLE RD) i 2I' PAVED BEGIN RTSBGa"F +04-/ p\✓�"/\ WOO 1514- I � — — — — END PROJECT 3-B00..R.139 CLASS II RIP RAP -L- POT Sta. 23+OO.DO TO SHOULDER POINT (TYP.)J dOOOS.. NH CEM NT VIEW (STRUCTURE PAY ITEM) N E E D S~ E ET 3 F 4 EXCAVATION i WOODS LIMITS dr \ P � CEASAR CONE III CEASAR CONE III\ \ END GRADE/BEGIN OVERLAY -L- POT St,.21190.00 SR 001 STREET EATI ALLOWABLE IMPACTS ZONE 1 10' 5' 0 10' 20' PROJECT REFERENCE NO. SHEET NO. 17BR.7.R.139-R0CKINGHAM 18 PW SHEET NO. ALLOWABLE IMPACTS ZONE 2 SCALE: V=20' ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER J SITE 1 � J DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING S 1 SHEET 3 OF 4 DATE: 4/9/2024 �� cD Yl PUE FUE rR � -� �� x � � � '�' R EMOVE----- _-------- y 2G1 SP TB A- J R E w � w PS H PDE RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type CROSSING IMPACT BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 18+64 to 19+40-L- ROADWAY FILL X 1306 701 2007 19+40 to 20+40-L- BRIDGE X 2263 2263 20+40 to 20+91-L- ROADWAY FILL X 1110 547 1657 TOTALS*: 4679 1 1248 1 5927 1 0 1 0 1 0 1 0 0 NOTES: 2018 Feb