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HomeMy WebLinkAbout20191015 Ver 1_80094_Permit Drawings_2019-07-18_20190730a 0 0 00 .i U E L T L Q C 0 0 00 NQ "U coZ r X. See Sheet 9A For Index of Sheets '1703 2685 _ 17 26 a �yF 17,93 � k700 BEGIN PROJECT 2 END �ROJECT - 1003 1003 RC JZ ti LODG —t792 174 a Ii26 VICINITY MAP STATE E OF NORTH C I" OLIN . DIVISION OF HIGHWAYS JOHNSTON COUNTY LOCATION. SR 1003 (BUFFALO ROAD) FROM SR-1702 (ARCHER LODGE ROAD) TO 1350' NORTH OF SR-1702 (ARCHER LODGE ROAD) TYPE OF WORK: GRADING, DRAINAGE, AND PAVING PERMIT DRAWINGS -L - POC 12 +58.81 -L - POT 26 +00.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHER LODGE PERMIT DRAWING SHEET 1 OF 8 ovN�� �O * PEE G INCOMPLETE PLANS M NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo/ee In He Offlce of: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS 50 25 0 50 100 ADT 2013 = 4300 V = 50 MPH LENGTH ROADWAY TIP PROJECT 80094 = .254 MI. 1000 Birch Ridge Dr., Raleigh NC, 27610 2018 STANDARD SPECIFICATIONS ®o PLANS TOTAL LENGTH TIP PROJECT 80094 = MI. Pam. a FUNC CLASS = .254 SIGNATURE: 50 25 0 50 100 MINOR ARTERIAL SUBREGIONAL TIER RIGHT OF WAY DATE: R.L. KEETER, PE OP, ROADWAY DESIGN ENGINEER PROJECT ENGINEER PROFILE (HORIZONTAL) 10 5 0 10 20 LETTING DATE: D.R. ETHRIDGE SIGNATURE: PE 8wA,��� PROJECT DESIGN ENGINEER PROFILE (VERTICAL) WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) -L- 25+45 to 25+60 LT Bank Stabilization < 0.01 < 0.01 16 17 TOTALS*: < 0.01 < 0.01 16 17 0 *Rounded totals are sum of actual impacts NOTES: Permanent Stream Impacts = 16 Ft Temporary Stream Impacts = 17 Ft Revised 2016 09 09 RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER REPLACEMENT SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) TYPE ALLOWABLE MITIGABLE 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 @ 36" RCP -IV -L- 24+72 to 26+80 LT X 3191.5 2228.0 5419.5 TOTAL: i 1 1 3191.5 1 2228.0 1 5419.5 1 0.0 1 0.0 1 0.0 1 0.0 0.0 NOTES: Total Buffer Impacts = 0.12 Ac Rev. SEP 2016 WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS STATION ZONE 1 ZONE 2 SITE NO. (FROM/TO) (ft) (ft) 0 0 TOTAIL:l 1 01 0 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS Johnston County PROJECT: 50138.1.121 (80094) 8/30/2018 SHEET OF Rev. Jan. 2009