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HomeMy WebLinkAbout20200699 Ver 1_Broad St Buf_SW Premit Drawings_20200527_20200527CPROJECT LENGTH STATE N.C. DESIGN DATA Prepared in the Office of:GRAPHIC SCALES PUBLIC WORKS TOWN OF CARRBORO C-890 NGINEERI AOPRO C CPR ITGUNISESSNOAE OFNOTE IESDGN UROGP P.A. EIL N. G C.RAH, LA NGH AROLIRT N OANR 1 SHEET NO. TOTAL SHEETS SIGNATURE: P.E. PROJECT ENGINEER JOSHUA G. DALTON, P.E.AIN HT OR LR O CA ROFESSI ON 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 TEL (919) 859-2243 RALEIGH, NORTH CAROLINA 27606 905 JONES FRANKLIN ROAD -- DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NOT TO SCALE VICINITY MAP 2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.10 20 4020 10 20 4020 5 105 0 0 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK: 0 00 INDEX OF SHEETS 2.5 TO THE LIMITS ESTABLISHED BY METHOD II CLEARING ON THIS PROJECT SHALL BE PERFORMED STANDARDS TOWN OF CARRBORO ______________________________ AND DESIGN, APRIL 2015 SPECIFICATIONS, STANDARDS OWASA - MANUAL OF ______________________________ STANDARD SPECIFICATION NCDOT - JANUARY 2018 SITE CULVERT REPLACEMENT BROAD STREET BROAD STREET NORTH OF HILL STREET Hill SunsetDr.SykeSt.St. P leasant GreensboroMit c h ell GrahamCraig St. Short St.LloydSt.Broad St. Sta. 10+00.00 -DET- BEGIN CONSTRUCTION Sta. 11+39.54 -DET- END CONSTRUCTION BROAD STREET BROAD STREET RELOCATION, PLANTING, & EROSION CONTROL CLEARING & GRUBBING, GRADING, DRAINAGE, UTILITY UTILITY DETAILSU201 UTILITY PLANU101 EROSION CONTROL DETAILSE301 STREAMBANK REFORESTATION PLANE201 FINAL GRADE E&SC PLANE104 DETOUR E&SC PLANE103 CULVERT PHASING PLANE102 CLEARING & GRUBBING E&SC PLANE101 CROSS SECTIONSC501 PROFILE SHEETC402 PLAN SHEETC401 DETOUR PLAN & PROFILEC301 EASEMENT PLANC203 DEMOLITION PLANC202 EXISTING CONDITIONSC201 PLAN DETAILSC103 GENERAL NOTES & TYPICALSC102 SYMBOL LEGENDC101 05-27-2020 BUFFER AND SURFACE WATER IMPACTS PERMIT SHEET 01 OF 02 PERMIT DRAWING NC GRIDNAD 83 NA 201160 LF @ 4.33 %54" R C P-III.58.44 1772 SouthGreensboroSt.RailwayPANEL CONC. DRIVEWAY REMOVE & REPLACE SHORING TEMPORARY DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL (919) 859-2243RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CPRM02 REVISIONS: REVIEWED BY: RCH DRAWN BY: DATE: DRAWING NAME: JGD 1083-20003 BROAD ST_Hyd_prm_02 03/03/2020 PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCBUFFER & SURFACE WATER IMPACTS5/27/2020BROAD ST_Hyd_prm_psh_02.dgnrhowardSHEET 02 OF 02 PERMIT DRAWING 5 10 20100 PLANS SCALE: 1"=10' 15" HDPEWOODED WOODED WOODED WOODED WOODED WOODED (P.B. 1 PG. 21) BROAD STREET - 46' PUBLIC R/W EIR EIR EIP EIP 7" TREE 10" TREE 7" TREE 12" TREE 10" TREE 19" TREE BLOCK E LOTS 19 & 20 P.B. 1 PG. 21 D.B. 817 PG. 163 SALLIE WILLIAMS PIN # 9778985122 D.B. 3591 PG. 51 LESLIE MONTANA MARC SERRE & PIN # 9778984138 404 BROAD ST DWELLING 409 BROAD ST DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES 393.85 INV= 397.42 INV=INV=397.94 GRAVEL SURFACE GRAVEL SURFACE SIGN GUY GUY 24" VCP TANYARD BRANCHT ANYARD B R ANC H12" H D PE402.23 INV= INV=404.56 24" HDPE INV=395.67 TREE 19" EIP TREE 30" TREE RED BUD BIRCH RIVER PLUG PIPE PIPE PLUG 40 LF FLOW-FILL 6 0 L F @ 4.3 3 %5 4" R C P-III HW SEE DETAIL 3 EST 40 SY CFM w/ COIR FIBER MATTING SPEC LAT 2' BASE DITCH SEE DETAIL 1 EST 125 CY DDE EST 107 SY CFM 50 LF @ 6.0% MAT. ON BANKS w/ COIR FIBER INLET CHANNEL 30'R INV=393.3 INV=395.9 SEE DETAIL 2 EST 46 SY GFD EST 27 TONS w/ CL I RIPRAP OUTLET CHANNEL (TYPICAL) 30' BUFFER ZONE 2 TOWN OF CARRBORO (TYPICAL) BUFFER ZONE 2 JORDAN LAKE 20' ZONE 1 (TYPICAL) OF CARRBORO 30' BUFFER JORDAN LAKE & TOWN GRADE TO DRAIN SELECT MATERIAL EST 16 CY IMPERVIOUS STREAM PLUG 11+00 12+00 13+00 -EL- 10' 11+58 -EL- BEG GRVL. PAVE. 12+69 -EL- END GRVL. PAVE. 5'R 5'R PANEL CONC. DRIVEWAY REMOVE & REPLACE 3'R 5'R ZONE 2 CONTROL TEMP. EROS. ZONE 1 EXCAVATION ZONE 2 EXCAVATION ZONE 1 FILL ZONE 1 FILL ZONE 1 CONTROL TEMP. EROS. ZONE 1 CONTROL TEMP. EROS. ZONE 1 FILL DETOUR TEMP. TRANS. FACILITY LIMITS OF EXIST. ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY ZONE 1 CONTROL TEMP. EROS. IMPACT TEMP. SW IMPACT PERM. SW IMPACT PERM. SW IMPACT TEMP. SW F F C C C F F F F F