20190023 Ver 1_100_005_4PLANSHEET_Impacts_20190107

GeotextileGeotextile Steel Pipe OutletProp. 60" WeldedINV.: 1607.18TOP: 1616.81DI2:12:1D( Not to Scale)STANDARD BASE DITCHBdDETAIL 1GroundNaturalGroundNatural*When B is < 6.0'B= 1 Ft.Max. d= 1 Ft.Min. D= 1 Ft.Type of Liner= Class 'B' Rip-Rap( Not to Scale)TOE PROTECTIONdDETAIL 2E
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d= 5 Ft.D= 10 Ft.Type of Liner= Class 'B' Rip-RapFROM STA. 10+49.43 TO STA. 11+03.56FROM STA. 11+03.56 TO STA. 10+72.1242" CMP840.17 TIE IN EXIST. PROPOSED DI STD. 4apporved naative material to prevent burail of streamflow.streambed shall be embedded and top dressed with No geotextile in streambed and rip rap in the ( Not to Scale)2:1D2:1BdDETAIL 3Ground NaturalType of Liner= Coir Fiber (700 Gram)B= 2 Ft.Max. d= 2 Ft.Min. D= 3 Ft.CHANNEL CHANGE196.22'10
76.18'SHEET NO.PROJECT REFERENCE NO.19-NOV-2018 13:04S:\Dist3\Cherokee\DN00654 Urgent Care Jack Bore\Urgent Care Jack & Bore\murphy urgent care jack and bore\prop\PIPES\URGENTCAREHYDRAULICS_Rdy_dsn.dgnjechastain AT DIV14-277129 POT Sta. 10+00.00POT Sta. 11+44.01BEGIN PROJECTEND PROJECTNC GRIDNAD 83 NA 201115314.1020011AREABORE PAD PROPOSED 12" CSP34 LFGRADE TO DRAIN
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3A11A331 LF TRENCHLESS IN STALLATIO N 60" W ELDED STEEL @ 2.2%PROP. ACCESS ROADINV.: 1611.00INV.: 1600.00JB w/MH21624.89INV.: 1615.52TOP: 1621.83INV.: 1623.07U.S. HWY 19/74/129PAVED RIDESHARE AREASR-1552 LEDFORD ST.RETAINED18" CMP TO BE **SEE DETAIL 1CLASS B RIP RAPSY GEOTEXTILE AND 20 TONS RECONSTRUCT DITCH WITH 91 UPON PIPE INSTALLATION **SEE DETAIL 2'B' RIP RAP AND 10 TONS CLASS W/ 34 SY GEOTEXTILE LF OUTLET PROTECTION PROPOSED 20 LF X 15 GEOTEXTILE CLASS 'B' RIP RAP AND 2 SYPROPOSED SUMP W/ 0.5 TON INSTALLATION UPON COMPLETION OF PIPE**ASPHALT TO BE REPAIRED CSP DRIVEWAY PIPEINSTALL PROPOSED 34 LF 12"FLOWABLE FILLBE FILLED W/ 69 CY 147 LF 48" CMP TO FLOWABLE FILLBE FILLED W/ 8CY 120 LF 18" CMP TO JUNCTION BOXCMP BEYOND PROPOSED AND ABANDON 117 LF 18" PROPOSED JUNCTION BOX TIE EXISTING 18" CMP TO STD. 840.32JUNCTION BOX PROPOSED **SEE DETAIL 1AND 46 SY GEOTEXTILETONS CLASS 'B' RIP RAP DRAINAGE DITCH W/ 10 PROPOSED 83 LF SEE DETAIL 3NEW CHANNEL IS COMPLETE RE-ESTABLISHED AFTER WORK REMOVED AND SLOPE ACCESS ROAD TO BEPROPOSED BORE PAD ANDWITHIN EXISTING RIGHT OF WAY***NOTE: ALL WORK TO BE COMPLETED 41626.33164 LF 24" CSPN- 523795.6290E- 497399.1860EL- 1626.33E- 497469.2810EL- 1624.89N- 523923.861032A42EXISTING DITCH LINEINV.: 1623.892