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HomeMy WebLinkAbout20190591 Ver 1_B5980 Buffer Permit Drawings_20190404_201905070 Xn 0 V z LLJ 6�w ;.2 77 v)�z Lu w �-3 ��4z See Sheet t-A For Index of Sheets Saa Stzaat 1 R For ('onvantPnnnl Svmhnk STATE OF NORTH CAI[$®I INA BTATB BTATR PROIR(,"I' RBFRRBNCR NO. BI<88T NO. TOTAL 81t6BT8 Napo B-5980 TR PRa.No .— RRB�RN 47617.1.1 NHP-1552 005 PE 47617.2.1 NHP-1552 005 ROWAJTILITIES 47617.3.1 NHP-1552 005 CONSTRUCTION GRAPHIC SCALES el DESIGN DATA 11 PROJECT LENGTH Prepared in the Office of: HYDRAULICS ENGINEER NC FIRM LICENSE No:F-0342 Su 701 Corporate Center Drive, Suite 475 50 25 0 50 100 ADT 2017 = 27,500 ADT 2040 = 39,700 AEC0M Raleigh, NC 27607 (919) 854-6200 - (919) 854-6259(FAX) F Boom K = 6 % 2078 STANDARD SPEClFlCATTONS ®�® PLANS D = 55 % LENGTH ROADWAY TIP PROJECT B-5980 = 0.690 MILES LAURA C. FISHER P.E. P.E. SIGNATURE: 50 25 0 50 100 RIGHT OF WAY DATE: PROJECT ENGINEER T = 17 % ROADWAY DESIGN �1 V = 75 MPH * (TTST 15% + DUAL 2%) TOTAL LENGTH OF TIP PROJECT B-5980 = 0.690 MILES JANUARY 2019 P.E. KIMBEROJE ENGINEER � �' ® PROFILE (HORIZONTAL) TDEIGNVEUNGINEEEMRI, 10 5 0 10 20 FUNC CLASS = INTERSTATE STATEWIDE TIER LETTING DATE: SEPTEMBER 2019 RUSSELL BROADWELL, P.E. P,E. B�a� PROFILE (VERTICAL) PROJECT DESIGN ENGINEER SIGNATURE: CON [ CONC /-- INV=IM72' \ EXISTING BRIDGE \\ TO BE REMOV Eg L —� 2— Lu -- � Lu Lu LU T � — o 00 M - Q WOODS RAW N BZ MON EXIST s1rLu a� T z sf _ �f�TG I RIP RAP ES�E0TEXTILE ~ TIE TO EXIST C/A EE/V -RPC - STA. / Z9 SPECIAL LATERA — CH _z zd ° ,o W 0.20INR/RWRM PROPOSED 220' C/A FEAI(t O JONATHAN Do SMITH FAMILY TRUST DB 2700 PG 266 SITE 1 z MITIGABLE IMPACTS ZONE 1 A A� MITIGABLE IMPACTS ZONE 2 _ - n I- 1 i C- L PROJECT REFERENCE NO. SHEET NO. B-5980 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER BNCOMP L]E DO NOT USE FOR FE PLANS AW ACOVISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPILETED PERMIT DRAWING SHEET 03 OF 04 —RPC —------------------- - - _ --Z— --T LT T--�-- 18 RCP = NC T c \ REMOVE ""INV=129o78' CD SEAT=15 2� — — — F X CIA DITCH INRR A40N SE 48�X ww BY-111 O � I m 40 20 �0 /A. I 80 SCALE riE �o Exisr CIA F c —RPC- STAJ2+55e12 I I 20 �NV=130o16/ II_\ 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 L2 38+52 to 40+07 RT Roadway and 30" WSP x 1539 1258 2797 TOTALS*: 0 0 0 1539 1 1258 1 2797 0 0 NOTES: 2018 Feb