The URL can be used to link to this page

Home My WebLink About20191231 Ver 1_B-4414_Permit Drawings_BUFFER_20190801_20190916W 0 QC See Sheet 1A For Index of Sheets See Sheet 1B For Conventional Plan Sheet Symbols See Sheet 1C-1 For Survey Control Sheets TO VILLEI RD YEATE�= STATE OF NORTH CAROI ILA DIVISION OIL HIGHWAYS BEA UFORT COUNTY LOCATION: REPLACE BRIDGE NO. 43 OVER PUNGO CREEK ON US 264 TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE BEGIN TIP PROJECT B-4414 -L- STA. 19 + 75.00 OLD US 264 BUFFER IMPACTS PERMIT —L— STA. 24 + 00.80 SITE 1 ',','x' `\ ,\ . .. \ . . . . . . ,., . , , , , , , , , US 264 , , , ---- -- —L— STA. 25+57.00 STATE STATE PROIP.CT REPERENC6 NO. SXeeifi B-4414 STATE PROl.N0. P. A.PROl. NO. PSCRR+'1'[ON 38358.1.2 BRSTP-0264 31 PE 38358.2.1 WA RRN & UTIL. 38358.3.1 WA CONST. BUFFER DRAWING / SHEET 1 OF 4 Igo 2�Q 2 END TIP PROJECT B-4414 -L- STA. 29 + 75.00 SW"IPp(SC) 4 _ '-(SC) , . , . , , , , , , , , , , CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. ------- '1---- 1 l— n--� ---T-------------- TO SR 1609 FREE UNION CHURCH ROAD GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 01 Prepared For: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS ADT 2020 = 5720 1000 Birch Ridge Dr., Raleigh NC, 27610 5�O 25 0 50 100 ADT 2040 = 7800 K = 9 % LENGTH ROADWAY TIP PROJECT B-4414 = 0.159 mile TGS TGS ENGINEERS By.. ENGINEEIS 706 HILLSBOROUGH ST. PH (919) 733-8887 surTE zoo CORP. LICENSE NO.: PLANS 50 25 0 50 100 D = 55 % T = 7 % • LENGTH STRUCTURES TIP PROJECT B-4414 = 0.030 mile �f -LEIGH,NC 27603 C-0275 P.E. SIGNATURE: 2018 STANDARD SPECIFICATIONS V. MARCUS LOWERY, P.E. V = 60 MPH (TTST 3% + DUAL 4%) TOTAL LENGTH TIP PROJECT B-4414 = 0.189 mile RIGHT OF WAY DATE: JULY 26, 2019 PROJECT ENGINEER PAUL SCHULKEN, P.E. ROADWAY DESIGN ENGINEER PROFILE (HORIZONTAL) LETTING DATE: APRIL 21, 2020 PROJECT DESIGN ENGINEER DAVID STUTTS, P.E. 10 5 0 10 20 FUNC CLASS= MINOR ARTERIAL REGIONAL TIER DESIGN P.E. PROFILE (VERTICAL) NCOOT CONTACT SIGNATURE. INCOMPLETE ]PLANS DO NOT USE FOR R/ W ACOUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED b4414 Drrn buf tsh.den 8/1/2019 1:39:31 PM TGS Buffer Zone (BZ) Impacts Area of Allowable Area of Allowable Impacts Impacts within BZl within BZ2 LEGEND DETAIL A CHANNEL CHANGE ( Not to Scale) b Proposed __ FiII5lope Min. D=1.5 Ft. L.°..1 Nararal B J =10 Ft. Ground b=5 Ft. Exist. Channel hIlab—don.d atreom 'h Class II Rip -Rap FROM -L- STA 23+20 TO 24+25 LT ROCK PLATING CLASS If RIP RAP (GRANITE) -L- STA 21+25 TO 23+85 LT BEGIN TIP PROTECT B-4414 -L- POC Sta.19 + 75.00 EXISTING BRIDGE DIMENSIONS 114'X33' (THREE -SPAN), 90 DEG. SKEW PROPOSED BRIDGE DIMENSIONS 155'X43' (THREE -SPAN), 75 DEG. SKEW TOTAL PROJECT LENGTH - 1000' BUFFER IMPACTS PROPOSED TOP OF BANK O CLASS B RIPRAP 1TON, 5 SY GEO BRADLEY EDWARD NIX- SITE 1 OJ FIBER MATTING TO BE ADDED O DURING EROSION CONTROL DESIGN JOHN TANKARD JONES Gyro �a S EADENEITAILCAAN E CLAS II (GRANITE) V DD 3201CY DE JB \ PROP. SBG -L- STA 21+82.05 TO 23+71.48 LT ✓s e2 2 I j7 6 \ \ WOODS \\ E -- —w _ — — - .---LF11-- — D=26=28 BSD _ — —� — --WLB— — — — —— F __ = tBOINS __�_��_� — PV� -TM 4� 4 �. WOODS PROP. SBG \ o STA 23+62. 0 EXISTING TRANSPORTATION Q 23+$2.20 RT T/ I _ - FACILffY BOUNDARY (TYP.) CLASS B RIPRAP .. "- 1 TON, 5 SY GEO WOODS O JOHN TANKARD SITE 1 INSET (1" = 50') PROP. EXTO . 1' (TY .) / EXISTING BRIDGE TO BE REMOVED DO NOT KEY -IN RIP RAP WITHIN T OF WATERLINE TO PROTECT WATERLINE. N 1.51 RADIUS N (SB) PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWINGS B- F/W S RNJ SHEET NO. FOR B-4414 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER BEAUFORT COUNTY GRAPHIC SCALE 50 Too BRIDGE #060043 i -:: as._� BUFFER DRAWING SHEET 2 OF 4 TGS TGS ENGINEERS ENGINEERS 706 HILLSBOROUGH ST �� SUITE 200 RALE/GH. NC 27603 PH (919) 773-8887 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED END TIP PROJECT B-4414 T -L- POT Sta. 29 + 7S.00 —IXISTING TRANSPORTATION / FACILITY BOUNDA,RrYjTYP.I \re a UT 70 PU N60 SWggIP (SC) S "�BT B RIPRAP \l;__-------- \ /CLASS 1 TON,5 SY GEO 1 PRVP. SBG ± / -L - -L- STA 25+75.60 TO 2 94.86 BF i - + WOODS LOS ROOKS HEIRS sZ 2 --- �% EXISTING $/W 1 1 1 1 _ EJi-- T -- --- 'Y Y —_--- 'Y IS - G 2. CI --- __ _____ LaL _----. — --- — ---.—WLa-- — — — — — — — — _ . E, — — T F �ZG� --------��-- -- 6T48' 585W E � 3GI —L— US 264 28'eST o — ___--___ — FLBOWS12) _ _ — —T —_—T— — —F—T— ——T_F0--= _ — wL6�-- F� _ --- —_ 9M -- f� ��F _ — �' E%ISTI R/W �� E%ISTI - 1t 1 1 1 1 1�,{[,iHE�j IRS J! J! J! J! EJE � 7L_ROP. SBGSTA 25 EIP O 26+41.- - WOODS CASS B RIPRWOODS 1 70N, 5 SY � --,/ L2 ELyAOSSEY I DO NOT KEY -IN RIP RAP WITHIN 3' OF WATERLINE TO PROTECT WATERLINE. DO NOT DISTURB 12" PVC WATERLINE TO BE RETAINED FOR FULL LENGTH OF PROJECT. CONTRACTOR SHALL NOT PARK EQUIPMENT OVER TOP OF 12' PVC WATERLINE FOR AN EXTENDED PERIOD OF TIME ELVA K. �ASSEY 7ELB, _ HMO FGF_ Q N T =ZX b4414 Hvd DTm buf Dsh.dan 8/1/2019 5:46:20 PM TGS 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 L 22+99 to 23+67 LT Roadway X 1085 0 1085 1 L 23+62 to 26+14 Roadway X 1077 805 1882 1 L 23+94 to 25+64 Bridge X 1302 80 1382 TOTALS*: 3464 885 4349 0 0 0 0 0 NOTES: Revised 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS SITE STATION ZONE 1 ZONE 2 NO. (FROM/TO) (ft2) (ft2) 1 1 1 L 22+99 to 26+14 LT I Roadwav/Bridae 1 1556 1 808 1 (TOTAL: 1 1556 1 808 1 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 8/1/2019 BEAUFORT COUNTY B-4414 38358.1.2 SHEET 4 OF 4 Rev. Jan 2009