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CONSTRULiiON LicenseC-219]
BUFFER DRAWING
SHEET 1 OF 5
LOCATION: BRIDGE 11t0. 950132 OVER EDWARDS BRANCH
01V SR 1127 (HERRING ROAD).
TYPE OF WORK GRADING, DRAINAGE, PAVI11lG A1VD CULVERT.
BUFFER IMPACTS PERMIT
BEGIN PROJECT l7BP.4RJ7
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
4 2 0 4 S
DESIGN DATA
ADT 2016 = 1400
T = b % *
V = 55 MPH
* TTST = 3% DUAL 3°/a
FUNC CLASS =
RURAL LOCAL
SUB REGIONAL
TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT = 0.036 MI
LENGTH STRUCTURE PROJECT = 0.004 MI
TOTAL LENGTH OF PROJECT = 0.040 MI
NCDOT CONTACT: -viRr.win nnnpkv
MANAGER, PRIORITY PROJECTS UNIT
P�epared in tle 0((lce of:
VAUGHN f� MELTON
1318-F PATTON AVE.
ASHEVILLE NC, 28806
FOR THE NORTH CAROLINA ONISION OF HIGMNAYS
2012 STANDARD SPECIFIG9TIONS
RIGHT OF WAY DATE: �oHN LANSFORD, PE
PROJECT ENGINEER
NOVEMBER 75 2016
LETTING DATE: KEI7H BRIDGERS
NOVEMBER 15. 2016 f'ROJECT DESIGN ENGINEER
BT�'IS BTATB VRW6C1' REPBRBNCB NQ T�ecic
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SI'AT8 P0.0l.N0. F.A.PROI.NQ OEBC0.1PIfON
SUBMITTAL 1-009R2
RIGHT OF WAY PLAN RESUBMITTAL 2
JUNE 18.20/8
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NAD 83/2007
❑ Boone,NC
828�355�9933
❑ Trt-Cltfes. TN
423�467�8401
❑ Knoxville. TN
Vaugl�w & Melfon 865 546 5800
Consulting Engineers � Spartanburg,SC
864�574�4775
Asheville, ❑ Choriesron,SC
■ North Corolina 843•974 5650
828�253�2796 ❑ Midtliesboro.Kv
❑ Roleigh,NC ❑ Charlo+te.NC 606�298�6600
919�977�9455 704�357�0488 ❑ Atlonto,GA
770�627�3509
� LopYriqht O 2006 Vaughn & Melton, Inc. AlI RlghtS Reserved
HI'DRAULICS ENGINEER
ROADWAY DESIGN
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MARY ANN HERRING QR�OPOSED ���,
DETAIL 1 ,%
RIP RAP AT EMBAN ENT
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FROM STA. 12 + 10 TO STA. 12 + 17 —L— LT
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S E P I �o25 Wade Avenue
BUFFER DRAWING Ra�e�9�, N�Z�sos
Tel'.919-i89-9977
SHEET 2 OF 5 ENGINEERING 8 Fax919-789-9591
C 0 N 5 T R U C T I 0 N License: C-2t97
CI 'll' RIP RAP AT
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GRASSED SWALE
PROIECT REFERENCE NO. SHEEf NO.
l7BP.4.RJ7 4
RNJ SHEET NO.
OADWAV DESIGN HYDR4UUCS
ENGINEER ENGINEER
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DOCUMENT NOT CONSIDERED FINAL
UNLESS A�L SIGNATURES COMPLETED
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S E P I Tel 919- 89 99fi�5
E N G I N E E R I N G & Fax:919-789-959�
C 0 N S T R U C T I 0 N License: C-2197
BUFFER DRAWING
SHEET 3 OF 5
DAVID H. OVERMAN. et ux
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SPECIAL 3-FT BASE
GRASSED SWALE
SEE DETAIL 2
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PROJECT REFERENCE NO. SHEET NO.
l7BP.4.RJ7 4
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OADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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RIPARIAN BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
SITE 1 2@ 10'X7' RCBC 11+13 -L- LT TO X 2419.6 1846.3 4265.8
12+74 -L- LT
**" SEE BELOW *""
SITE 2 2@ 10'X7' RCBC 11+38 -L- RT TO X 2931.4 1430.6 4362.0
13+62 -L- RT
**" SEE BELOW *""
TOTAL: 5350.9 3276.9 8627.8
NOTE:
EXISTING BRIDGE IS BEING REPLACED WITH AN 2@ 10'X 7' RCBC TO BE CAST IN PLACE.
SITE 1: CLASS 'll' RIP RAP EMBANKMENT STABLIZATION AND PROPOSED GRASSED SWALE IN BUFFER ZONES.
SITE 2: CLASS 'll' RIP RAP EMBANKMENT STABLIZATION WITH TEMPORARY VEGETATION REMOVAL.