The URL can be used to link to this page

Home My WebLink About20191280 Ver 1_BR-0110_PERMITS_BUFFER_9-20_201909264) DETOUR Trt See Steet IA For Index of Sheets I U VICINITY MAP aCer� STATE OF NORTH CAROLINA IDdVISdON !a1F HIGHWAYS BEA UFOR T COUNTY LOCATION. BRIDGE 060072 ON SR 1127 (POSSUM TRACK RD) OVER CHOCOWINITY CREEK TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE STATE STATE PROJECT REFERENCE NO. S.EOT AL SHEETS N.0 BR-0110 STATE PR.- F.A.PROJ.NQ DESCRIPTION 48819.1.1 WA PE 48819.2.1 WA RAN, UTILITIES 48819.3.1 WA CONSTRUCTION BUFFER IMPACTS PERMIT 09/232019 BUFFER DRAWING SHEET 1 OF 5 BEGINR/ N m 4 _m I m l TIP P T R- lI -L / f _L _ STA i f BEGINTIP M4fST R- 11 —/ — STA//P500 SR 1127 (POSSUM TRACK SD.I SR 1121 (POSSUM T RD.) 2e•EST -L — -- zrRs TO NC HWY 33 oy 1 0 2 RI \ n TA14+22.91 N Pmm� THIS IS NOT A CONTROL OF ACCESS PROJECT. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA PROJECT LENGTH ADT 2016 = 610 LENGTH ROADWAY TIP PROJECT BR-0110 = 0.078 MILES V = 55 MPH T = 6%* LENGTH STRUCTURES TIP PROJECT BR-0110 = 0.018 MILES (*TTST 3% + DUALS 3%) LOCAL TOTAL LENGTH TIP PROJECT BR-0110 = 0.096 MILES FUNC CLASS = RURAL SUB —REGIONAL TIER NCDOT CONTACT. DAVID STUTTS, PE SMU PROJECT MANAGER PRELIMINARY PLANS I DOCUMENT NOT CONSIDERED FINAL DO NOT USE FOR CONSTRUCTION UNLESS ALL SIGNATURES COMPLETED Prepared /n Me Offlce of: HYDRAULICS ENGINEER KCA NO FIRM LICENSE N.: C-1506 301 Fayett Ville St., Suite 150Z KIISINGER AMEs RaleigM1• xC 601 (919)582-7839 2018 STANDARD SPECIFICATIONS P.E. SIGNATURE: RIGHT OF WAY DATE: JONATHAN LANGSTON, PE 821/2019 PROJECT ENGINEER ROADWAY DESIGN ENGINEER LETTING DATE: JASON DEBONE OM M 0,2 0 PROJECT DESIGN ENGINEER NBC � I oxr X< m� olv dei Nei oil \ PROJECT REFERENCE NO. I SHEET NO. KW SHEET NO. P) S10 /2+47.43 = 6e 32' OOA' (RT) / ! \ \ ALLOWABLE IMPACTS ZONE 1 ROADWAY DESIGN HYDRAULICS D = I*45'OOV v \ ENGINEER ENGINEER L = 373.3Y/ T = 186.87' TOPHFER B. HILL & \ ' \ CHRI5 JAN MCRCIY HILL \ ® ALLOWABLE IMPACTS ZONE 2 R = 3274A4' SE = 47 _ �, �� DE,1 234 PB A PCC 164A A D ATY � � j ti A 164A PRELIMIN4kRY PLANS W NOT USE CONSTRUCTION 2 — SIT � (' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PSEPMES IN ^ XG FIR M LICENSE Na: C-1506 PUE PUE (1 �V/ XE OFFICE OF: M4A 301 Fayetteville St. a 1KISO2 47 UE yy - . j _I P E BMI W I Rels,i fi01 & ASSEOCI i (919)933-T339 BL-5 _ BL-3 ■ yz B�B11C _ -EL- _ _ - - r 9z 1 22' BST I SR 1127 !POSSUM LLXK RDJ - L- -L- N 7Y2rOWE TO NC hW 33 BUFFER DRAWING _sR NZT IPossuM rR R ro uS � 17 z4 Bsr l -- IRIS SHEET 2 OF 5 E 91G R/X / � Kill N 421 W `"ROB 8PG 2677...)�� r PB 721 PO 419 • / R B. HILL HILL CHRI08 JAN MCROY / 1485E OB 1485 PG 234 \ e PB A PG 164A r \ jg` m r cn BEGIN BRIDGE 13+25.53 WLB—I1 END APRAACH SLAB / -L-- / ^ � / -L-STA. 13+14.65 / 1 - WLB �,� l • Dom. —WTYPE I BL-�i a=o pl GREU TL-3 lU K. �J $• — d > GRELL T) U TYPE III k5— BMI -- - -L- SR 1127 (OVER CHOCOW/N/TY CREEK) H iiii IIITFFF -BL- STA/4+0400,18 LT gtF L- -L- STA.I7+70.84,3271'LT o �� 'o- -EL- ------EL = 20.08 _ BRIDGE SPIKE SET /N POWER POLE > GREU TL-3 - - --- - - - - - - � TYPE -III GREU TL — -� -3 uJa — a> -- \-`� --— PE III � - - - _ _ / /\ �W[B� / ��•, y \ ND BRIDGE - - - - PI = 12+45.00 - P1= I4+05.00 - - - . STA. 14+22.91 \ _ EL = 2/A5' _ EL = 22A9' VC = l30' VC = 190' - - - - K = 123 -- - P/ _ /5+75A0 --- K = //5 - - - - E V = 55 MPH V = 55 MPH EL = 2039' TA 11 80. 0 - VC = 150' h- 4TRT 1 - K - 115 -Mg- - STRUCTURE HYDRAULIC DATA BRIDGE -7 V = 55 MPH -ff� 4 DESIGN DISCHARGE = 1406 CFS DESIGN FREp/fNCY - 25 YRS B GIN RID E END BRI GE . DESIGN HN ELEVATION -Ira CF BASE DISCHARGE - 20I 5 S A.13 25.5 STA.14+ 2.91 BASE FREQUENCY = 100 YRS 30 E = 21 64' EL = 21. 5' BASE HW ELEVATION = 2110 FT OVERTOPPING DISCHARGE = 1950 CFS 30 -- -- - --- - III -- --- - -- -- OWES CHOI D -- ---..........--- --- -- -------- --- --- --- -- OVERTOPPING FREQUENCY = 50+ YRS OVERTOPPING ELEVATION = 20S FT - --- -- -- - LOWEST SIDE - - - - - - 2 —--— — 2 - - + RCP SED - YR LQ_ - -- - -- -- --I VL�AjN -- - _- _ -- - - 25 YR WS L= 194' 10 - �I �^ LASS 11 RIP_RAP _ 10 BENCH EL. I5. ' `NWSEL =14.0' E D GRADE - - S A.16+90.0■ OBSE VED WSEL .8' : I ON 3-13-19_FJ -'In I I TF I I I I I I I I I I I I I I I I I I II I I I 10 11 12 13 14 15 16 17 NBC � I oxr X< m� olv rLe i Nei oil \ PROJECT REFERENCE NO. I SHEET NO. P/ Slo /2+47.43 \ \ R- // KW SHEET NO. = G 32' 00.0' (RT) ! \\ ALLOWABLE IMPACTS ZONE 1 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER D = I*45'OOA' L = 37333' T = 18687' CHRISTOPHER B. HILL & U N MC OY HILL A R / �� 2 / / \ / \\ ® ALLOWABLE IMPACTS ZONE 2 R = 3274A4' SE = 47 � _ �� \ \� OB 1485 PG 234 pB A PG 164A \ j y / (1 / BOARD OF RC "ON N '. BEAUFORT C NTY O , - OB 1003 PG 158 1 ` - - - �� ry E` PS A PG 164A �,Iv PRELIMIN RY PLANS \ DO NOT USE F CONSTRUCTION `- i I SITE f e DOCUMENT NOT CONSIDERED FINAL e / \ \ UNLESS ALL SIGNATURES COMPLETED G PUE PUE E PUE T.E O FigexoE: K 4A xe aoi iayeeiesiiie sc 1506 PVE S(p-WLB-I _PS[Wle. „ 7 ` III KISINGER A WeleigN, Ism NC 2'Ififit E yy BMI a nssoIWI W1eW2 TWas a In s R/W W L_4 10 E — _ 8 •. DI BL-S E%RTRW DI _ _-b-�PVC� BL-3 PVC BRIDdE U 72 m 22'BST SR 1127 !POSSUM TRACK RDJ ■ _ - =EL' - L- -L- Al 7j ppOW-E TO NC M1Y 33 BUFFER DRAWING __ SR 1127 (POSSUM TRICK R0.1 � SHEET 3 OF 5 HE TO US H l U 24 SrBr N — - - - -Re- - - - - - E - 1,, ING R/W `- E DE^ EE \ ROY L. EDWARDS / \ PS 721 PG 419 `1 / CHRISTOPHggR B. HILL & N JAN MCROY HILL OB W85 PG 234 PB A PG 164A \\ \ 4e \ rra \ N ` / BEGIN BRIDGE \ -L- STA. 13+25.53 � — — — - — WLB— END AP ACH LAB / -L- Ja+33.7 • //y ^ / BEG -L-STA. 13+14.65 / / / / WLB �,� l 1 • Dom.—WTYPE I BL�i DI GREU TL-3 - Ill �J $• GRE kS T) U a=o BMI -L- SR 1127 (OVER CHOCOW/N/TY CREEK) -BL - STA/4+04,00,18' LT o of o -Lo 8/ oo— -EL __- EL = 20.08 _ BRIDGE SPIKE SET /N POWER POLE > IIIREU TL-3 - - --- - - - - - - � TYPE -III TL-3 — -- Wh y P/ = I2+45.00 PI = 14+05.00 ��„ \ ND BRIDGE - - - EL - 2/A5' EL - 22A9' STA.14+22.91 \ VC = /30' VC = 190' - K = 123 - - - - - K = l/5 — PI = /5+75A0 --- - - - - h E V = 55 MPH V = 55 MPH EL = 2039' TA 11 80. 0 - VC = 150' 4 1 K - 115 - STRUCTURE HYDRAULIC DATA BRIDGE 4 - - V = 55 MPH - - DESIGN DISCHARGE = 1408 CFS DESIGN FREp/fNCY - 25 YRS B GIN RID E END BRIDGE DESIGN HW ELEVATION - 19.4 FT BASE DISCHARGE - 20/ CF5 S A.13 25.5 STA.14+ 2.91 BASE FREQUENCY = 100 YRS E = 21 64' EL = 21. 5' BASE HW ELEVATION = 2110 FT -- -- - --- - -- --- - -- -- --- -- OVERTOPPING DISCHARGE _ /950 CFS --- -- -------- --- --- --- -- --- ---- OVERTOPPING FREQUENCY = 50+ YRS --- - --- -- -- - nn OWES CHOI D OVERTOPPING ELEVATION = 20.6 FT LOWEST SIDE - + RCP SED t - - - -- - -- -- -- -- -- I - YR - - _- - - - - -P POSED -I = `I 25 YR WS L= 194' 10 - �I �^ LASS IIRIP_RA_P _ 10 ENCH EL. I5. ' sEL =14.0' END GRADE - - S A.1 F)+90.0■ OBSE VED WSEL .8' : I ON 3-13-19 - I I I I I I I I I I I I I I I I I I I I I I 10 11 12 13 14 15 16 17 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS Site No. Station (From/To) Structure Size / Type TYPE ALLOWABLE MITIGABLE BUFFER REPLACEMENT ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft) ZONE 2 (ft) TOTAL (ft) ZONE 1 (ft) ZONE 2 (ft) TOTAL (ft) ZONE 1 (ft) ZONE 2 (ft) 1 12+94 to 14+50 95' Prop Bridge X 2341 730 3071 TOTALS*: 2341 730 3071 0 0 0 0 0 •10•n=1 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS SITE STATION ZONE 1 ZONE 2 NO. (FROM/TO) (ft2) (ft') 1 12+94 to 14+50 1429 243 TOTAL: 1429 243 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 995 Beaufort BR-0110 48819.1.1 Revised 2018 Feb SHEET 5 OF 5 ev. jan 2000