PITTMAN TERRACE WATER QUALITY …ntcd.org/wp-content/uploads/Projects/WaterQuality/...50 28 207 89...
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50 28 207 89 50 TITLE PITTMAN TERRACE WATER QUALITY IMPROVEMENT PROJECT i PLAN VICINITY MAP PITTMAN TERRACE WATER QUALITY IMPROVEMENT PROJECT ENGINEER: MEGHAN C. KELLY, P.E. REGISTERED CIVIL ENGINEER STATE OF NEVADA, NO. 20851 NEVADA TAHOE CONSERVATION DISTRICT 400 DORLA CT. ZEPHYR COVE, NV 89448 (775) 586-1610 DATE NEVADA TAHOE CONSERVATION DISTRICT IN THE COUNTY OF DOUGLAS EIP #01.01.01.17
PITTMAN TERRACE WATER QUALITY …ntcd.org/wp-content/uploads/Projects/WaterQuality/...50 28 207 89 50 TITLE PITTMAN TERRACE WATER QUALITY IMPROVEMENT PROJECT i PLAN VICINITY MAP PITTMAN
NOT ALL ABBREVIATIONS LISTED ARE USED IN THESE PLANS
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A.B.
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AC.
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AC OR A.C.
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@
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APPROX.
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AVG.
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AWWA
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BC
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C&G
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CATV
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C.B.
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CL
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CLR.
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CO.
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CONST.
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CF
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CMP
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CY
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DBH
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DIA.
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DR
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DWG
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DW, DWY
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EA.
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EASE.
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EG
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ELEC
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EP
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ELEV. OR EL
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EC
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EX.
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FH
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FL
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FLG
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FT.
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FTG
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FV
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°
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G
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GV
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GB
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HDPE
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HDPE-NP
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HDPE-P
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HP
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HOR., HORIZ.
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IN.
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IE
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IRR.
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IVGID
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L
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LEN.
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LF
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LP
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LS
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MDD
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MJ
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MISC.
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N
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N.I.C.
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NO.
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OC
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OG
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±
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PC
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PO
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PUE
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R
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RCP
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RT,R
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R/W, ROW
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SSCO.
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S
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SF
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SHT
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STD
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SDR
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SSPWC
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STA
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SD
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SDMH
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TBC
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TOC
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TW
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(TYP)
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UGT
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VC
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VPC
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VPI
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VPT
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W
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WL
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W
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W/
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WM
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AGGREGATE BASE
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ACRE
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ASPHALT CONCRETE OR ASBESTOS CEMENT
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AT
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APPROXIMATE
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AVERAGE
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AMERICAN WATER WORKS ASSOCIATION
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BEGIN CURVE
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CURB AND GUTTER
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CABLE TELEVISION
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CATCH BASIN
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CENTERLINE
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CLEAR
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CLEAN OUT
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CONSTRUCT
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CUBIC FEET
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CORRIGATED METAL PIPE
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CUBIC YARD
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DIAMETER AT BREAST HEIGHT
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DIAMETER
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DIMENSION RATIO
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DRAWING
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DRIVEWAY
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EACH
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EASEMENT
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EXISTING GRADE
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ELECTRIC
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EDGE OF PAVEMENT
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ELEVATION
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END CURVE
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EXISTING
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FINISH GRADE
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FIRE HYDRANT
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FLANGE COUPLER ADAPTER
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FLARED END SECTION (METAL)
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FLOWLINE
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FLANGED
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FOOT, FEET
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FOOTING
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FLUSH VALVE
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DEGREE
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GAS
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GATE VALVE
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GRADE BREAK
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HIGH DENSITY POLYETHYLENE
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NON-PERFORATED HIGH DENSITY POLYETHYLENE
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PERFORATED HIGH DENSITY POLYETHYLENE
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HIGH POINT
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HORIZONTAL
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INCH
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INVERT ELEVATION
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IRRIGATION
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INCLINE VILLAGE GENERAL IMPROVEMENT DISTRICT
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LEFT
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LENGTH
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LINEAR FEET
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LOW POINT
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LUMP SUM
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MANHOLE
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MAXIMUM
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MECHANICAL JOINT
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MILE
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MINIMUM
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MISCELLANEOUS
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NORTH
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NOT IN CONTRACT
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NOT TO SCALE
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NUMBER
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ON CENTER
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ORIGINAL GRADE
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PLUS OR MINUS
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POINT
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POINT OF COMPOUND CURVE, PORTLAND CEMENT
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POINT OF CURVATURE
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POINT OF INFLECTION
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POLYVINYL CHLORIDE
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PAVEMENT
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POINT ON CURVE
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POINT OF REVERSE CURVE
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POUNDS PER SQUARE INCH
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PROPERTY LINE
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PUSH ON
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PUBLIC UTILITY EASEMENT
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RADIUS
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REINFORCED CONCRETE PIPE
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RIGHT
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RIGHT-OF-WAY
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SANITARY SEWER, STAINLESS STEEL
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SANITARY SEWER CLEAN OUT
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SANITARY SEWER MANHOLE
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SLOPE OR SOUTH
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SQUARE FOOT/FEET
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SHEET
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STANDARD
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STANDARD DIMENSION RATIO
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STANDARD SPECIFICATIONS FOR PUBLIC WORKS
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STATION
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STORM DRAIN
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STORM DRAIN MANHOLE
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TOP BACK OF CURB
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TOP OF CURB
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TOP OF WALL
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TYPICAL
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UNDERGROUND TELEPHONE LINES
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VERTICAL CURVE
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VERTICAL POINT OF CURVATURE
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VERTICAL POINT OF INFLECTION
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VERTICAL POINT OF TANGENT
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WATER
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WATERLINE
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WEST
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WITH
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WATER METER
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DI
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DROP INLET
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OH(E/T)
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OVERHEAD ELECTRIC OR TELEPHONE LINES
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UGE
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UNDERGROUND ELECTRIC LINES
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DEG
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DEGREE(S)
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REVEG
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REVEGATATION
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POS
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POSITIVE
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VG
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VALLEY GUTTER
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25. TRAFFIC CONTROL AND LANE CLOSURES WILL BE PER NDOT STANDARD SPECIFICATIONS. 26. ACCESS TO HOMES AND PUMP STATIONS SHALL BE MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION
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1. ALL IMPROVEMENTS SHALL BE ACCOMPLISHED UNDER THE APPROVAL, INSPECTION, AND TO THE SATISFACTION ALL IMPROVEMENTS SHALL BE ACCOMPLISHED UNDER THE APPROVAL, INSPECTION, AND TO THE SATISFACTION OF NEVADA TAHOE CONSERVATION DISTRICT (NTCD) & THE NEVADA DEPARTMENT OF TRANSPORTATION (NDOT). IMPROVEMENT CONSTRUCTION SHALL COMPLY WITH THESE PLANS AND THE MOST RECENT STANDARD STANDARD SPECIFICATIONS & PLANS FOR ROAD & BRIDGE CONSTRUCTION ("STANDARD SPECIFICATIONS"). AND ("STANDARD SPECIFICATIONS"). AND CONSTRUCTION NOT SPECIFIED IN THESE PLANS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THE CONTRACTOR IS OBLIGATED TO BE FAMILIAR WITH APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS NOT DISCUSSED IN THE GENERAL NOTES. THE CONTRACT SPECIAL TECHNICAL PROVISIONS SHALL SUPERSEDE THOSE OF THE STANDARD SPECIFICATIONS WHERE DISCREPANCIES OCCUR. 2. CONTRACTOR SHALL MAINTAIN A SET OF PLANS ON SITE SHOWING "AS CONSTRUCTED" CHANGES. UPON CONTRACTOR SHALL MAINTAIN A SET OF PLANS ON SITE SHOWING "AS CONSTRUCTED" CHANGES. UPON COMPLETION, CONTRACTOR SHALL SUPPLY NDOT, DOUGLAS COUNTY, AND NTCD A SET OF "AS BUILT" PLANS. SEE SPECIAL PROVISIONS. 3. MOBILIZATION/STAGING AND STORAGE AREAS ARE TO BE SECURED BY THE CONTRACTOR AND APPROVED BY MOBILIZATION/STAGING AND STORAGE AREAS ARE TO BE SECURED BY THE CONTRACTOR AND APPROVED BY TRPA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF MOBILIZATION SITES, INCLUDING PLACEMENT AND MAINTENANCE OF BMPS. 4. PRIOR TO STARTING WORK, THE CONTRACTOR SHALL INSTALL TEMPORARY BMP MEASURES AT LOCATIONS PRIOR TO STARTING WORK, THE CONTRACTOR SHALL INSTALL TEMPORARY BMP MEASURES AT LOCATIONS WHERE NEEDED TO CONTROL EROSION AND WATER POLLUTION DURING THE CONSTRUCTION OF THE PROJECT. THE BMP MEASURES SHALL REMAIN IN PLACE AND SHALL BE MAINTAINED IN A FUNCTIONAL CONDITION FOR THE DURATION OF THE CONSTRUCTION. DURING CONSTRUCTION ENVIRONMENTAL PROTECTION DEVICES, SUCH AS EROSION CONTROL, DUST CONTROL, AND VEGETATION PROTECTION DEVICES SHALL BE MAINTAINED AT ALL TIMES. SILT FENCE OR SEDIMENT LOGS WILL BE REQUIRED AT OTHER LOCATIONS AS SHOWN ON THE DRAWINGS OR STAKED IN THE FIELD BY THE ENGINEER. ALL EROSION CONTROL MEASURES SHALL MEET OR EXCEED TRPA REQUIREMENTS. 5. ALL EXISTING VEGETATION SHALL BE PRESERVED UNLESS SPECIFICALLY IDENTIFIED BY THE ENGINEER FOR ALL EXISTING VEGETATION SHALL BE PRESERVED UNLESS SPECIFICALLY IDENTIFIED BY THE ENGINEER FOR REMOVAL. BMP'S TO PROTECT VEGETATION SHALL BE INSTALLED BY THE CONTRACTOR IF REQUIRED BY TRPA. CONTRACTOR TO REVEGETATE ANY AREAS OUTSIDE THE DISTURBED AREA SHOWN ON THE PLANS WITH PLANTS APPROVED BY TRPA AT THEIR OWN EXPENSE. 6. NTCD WILL PROVIDE ONE SET OF CONSTRUCTION STAKES AT NTCD'S EXPENSE. ADDITIONAL CONSTRUCTION NTCD WILL PROVIDE ONE SET OF CONSTRUCTION STAKES AT NTCD'S EXPENSE. ADDITIONAL CONSTRUCTION STAKES WILL BE PROVIDED AT THE CONTRACTOR'S EXPENSE. LIMITS FOR ALL ITEMS OF WORK SHALL BE STAKED IN THE FIELD BY THE ENGINEER. THESE LIMITS AND THE RESULTING TREATMENT LENGTH/AREAS MAY VARY FROM THOSE SHOWN ON THE DRAWINGS. PAYMENT FOR ITEMS OF WORK WILL BE MADE FOR THE AMOUNT AUTHORIZED BY THESE FIELD STAKED LIMITS AND THE SPECIAL TECHNICAL PROVISIONS. 7. UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. WHERE EXCAVATION IS NECESSARY, THE UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. WHERE EXCAVATION IS NECESSARY, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AND ALL AFFECTED UTILITY COMPANIES TO LOCATE ALL BURIED UTILITIES AT LEAST 48 HOURS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR RELOCATION OF UTILITIES AS REQUIRED BY THE WORK. WHENEVER WHENEVER CONNECTIONS TO OR CLEARANCE FROM ANY UTILITY IS REQUIRED, THE CONTRACTOR SHALL POTHOLE TO VERIFY THE LOCATION, SIZE AND MATERIAL OF THE UTILITY PRIOR TO CONSTRUCTION. NOTE THAT MANY OF NOTE THAT MANY OF THE UTILIZES ARE PRIVATE AND MAY NOT BE IDENTIFIED BY USA. 8. ASPHALT REPLACEMENT SHALL INCORPORATE A 4% 1% CROSS SLOPE BETWEEN THE SAWCUT AND THE NEW ASPHALT REPLACEMENT SHALL INCORPORATE A 4% ±1% CROSS SLOPE BETWEEN THE SAWCUT AND THE NEWROADSIDE TREATMENT. NEW ROADSIDE FLOW CONVEYANCES SHALL INCORPORATE SUCH GRADE AS NECESSARY TO GUARANTEE WATER CONTINUES TO FLOW IN THE PRESENT DIRECTION, WITHOUT PONDING OR BREAKOUTS. 9. ANY DAMAGE DONE BY THE CONTRACTOR OR HIS SUBCONTRACTORS TO PRIVATE PROPERTY AND/OR OUTSIDE ANY DAMAGE DONE BY THE CONTRACTOR OR HIS SUBCONTRACTORS TO PRIVATE PROPERTY AND/OR OUTSIDE OF THE NOTED LIMITS OF WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND/OR HIS SUBCONTRACTORS. 10. THE CONTRACTOR WILL PROVIDE INITIAL TESTING AND INSPECTION OF WORK AND MATERIAL AT CONTRACTOR'S THE CONTRACTOR WILL PROVIDE INITIAL TESTING AND INSPECTION OF WORK AND MATERIAL AT CONTRACTOR'S EXPENSE. THE COST OF REMOVAL AND/OR REPLACEMENT OF ANY DEFECTIVE WORK OR MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF RETESTING AND/OR INSPECTING OF REPLACED WORK AND MATERIAL IS ALSO THE RESPONSIBILITY OF THE CONTRACTOR. SUCH COSTS WILL BE DEDUCTED FROM ANY MONEYS DUE OR WHICH MAY BECOME DUE TO THE CONTRACTOR. 11. STANDARD WORK DAYS SHALL BE MONDAY THROUGH FRIDAY. SATURDAY AND SUNDAY MAY BE WORKED ON STANDARD WORK DAYS SHALL BE MONDAY THROUGH FRIDAY. SATURDAY AND SUNDAY MAY BE WORKED ON OCCASION ONLY TO MAKE UP FOR WEATHER DELAYS OR OTHER SCHEDULE DELAYS WITH TRPA APPROVAL. NOISE GENERATING ACTIVITIES WILL BE LIMITED TO THE HOURS OF 8:00 AM TO 6:30 PM. 12. NOISE SHALL BE REDUCED BY THE MANDATORY USE OF MUFFLERS ON ALL CONSTRUCTION VEHICLES AND NOISE SHALL BE REDUCED BY THE MANDATORY USE OF MUFFLERS ON ALL CONSTRUCTION VEHICLES AND EQUIPMENT. WHERE FEASIBLE, SOLENOIDAL PAVEMENT BREAKERS WILL BE USED IN LIEU OF AIR POWERED JACK HAMMERS. NOISE GENERATING ACTIVITIES WILL BE LIMITED TO THE HOURS OF 8:00 AM TO 6:30 PM. 13. THE CONTRACTOR SHALL PROVIDE A WATER TRUCK TO WATER AREAS AS NECESSARY TO CONTROL DUST. THE THE CONTRACTOR SHALL PROVIDE A WATER TRUCK TO WATER AREAS AS NECESSARY TO CONTROL DUST. THE CONTRACTOR WILL PROVIDE SWEEPING PER SPECIFICATION. 14. ALL TREES AND NATURAL VEGETATION TO REMAIN ON THE SITE SHALL BE PROTECTED PER TRPA. ALL TREES AND NATURAL VEGETATION TO REMAIN ON THE SITE SHALL BE PROTECTED PER TRPA. 15. SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED OFF THE CONSTRUCTION SITE. GRADING SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED OFF THE CONSTRUCTION SITE. GRADING OPERATIONS SHALL CEASE IN THE EVENT THAT A DANGER OF VIOLATING THIS CONDITION EXISTS. 16. LOOSE SOIL MOUNDS OR SURFACES SHALL BE PROTECTED FROM WIND OR WATER EROSION BY BEING LOOSE SOIL MOUNDS OR SURFACES SHALL BE PROTECTED FROM WIND OR WATER EROSION BY BEING APPROPRIATELY COVERED WHEN CONSTRUCTION IS NOT IN ACTIVE PROGRESS OR WHEN REQUIRED BY TRPA. 17. EXCAVATED MATERIAL SHALL BE STORED UPGRADE FROM THE EXCAVATED AREA WHENEVER POSSIBLE. NO EXCAVATED MATERIAL SHALL BE STORED UPGRADE FROM THE EXCAVATED AREA WHENEVER POSSIBLE. NO MATERIAL SHALL BE STORED IN ANY STREAM ENVIRONMENT ZONE (SEZ) OR WET AREA. 18. ONLY EQUIPMENT OF A SIZE AND TYPE THAT WILL DO THE LEAST AMOUNT OF DAMAGE, UNDER PREVAILING ONLY EQUIPMENT OF A SIZE AND TYPE THAT WILL DO THE LEAST AMOUNT OF DAMAGE, UNDER PREVAILING SITE CONDITIONS, AND CONSIDERING THE NATURE OF THE WORK TO BE PERFORMED, WILL BE USED. 19. NO WASHING OF VEHICLES OR HEAVY EQUIPMENT, INCLUDING CEMENT MIXERS, SHALL BE PERMITTED NO WASHING OF VEHICLES OR HEAVY EQUIPMENT, INCLUDING CEMENT MIXERS, SHALL BE PERMITTED ANYWHERE ON THE SUBJECT PROPERTY UNLESS AUTHORIZED BY TRPA IN WRITING. 20. NO VEHICLE OR HEAVY EQUIPMENT SHALL BE ALLOWED IN A STREAM ENVIRONMENT ZONE OR WET AREA NO VEHICLE OR HEAVY EQUIPMENT SHALL BE ALLOWED IN A STREAM ENVIRONMENT ZONE OR WET AREA EXCEPT AS AUTHORIZED BY TRPA. 21. ALL CONSTRUCTION SHALL BE WINTERIZED BY OCTOBER 15 TO REDUCE THE WATER QUALITY IMPACTS ALL CONSTRUCTION SHALL BE WINTERIZED BY OCTOBER 15 TO REDUCE THE WATER QUALITY IMPACTS ASSOCIATED WITH WINTER WEATHER. 22. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL EACH DAY REMOVE ALL SEDIMENT, MUD, THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL EACH DAY REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO, OR ACCUMULATE IN, THE NDOT RIGHT-OF-WAYS AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SUCH MATERIALS SHALL BE PREVENTED FROM ENTERING THE STORM SYSTEM. 23. TEMPORARY OR PERMANENT STABILIZATION PRACTICES WILL BE INSTALLED ON DISTURBED AREAS AS SOON AS TEMPORARY OR PERMANENT STABILIZATION PRACTICES WILL BE INSTALLED ON DISTURBED AREAS AS SOON AS PRACTICABLE AND NO LONGER THAN 24 HOURS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS BEEN TEMPORARILY OR PERMANENTLY CEASED. 24. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL DISTURBED AREAS, AREAS USED FOR AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL DISTURBED AREAS, AREAS USED FOR STORAGE OF MATERIALS AND EQUIPMENT THAT ARE EXPOSED TO PRECIPITATION, VEHICLE ENTRANCE AND EXIT LOCATIONS, AND ALL BMP'S WEEKLY, PRIOR TO A FORECASTED RAIN EVENT AND WITHIN 24 HOURS AFTER ANY ACTUAL RAIN EVENT. SOME EXCEPTIONS TO WEEKLY INSPECTIONS MAY APPLY, SUCH AS FROZEN GROUND CONDITIONS OF SUSPENSION OF LAND DISTURBANCE ACTIVITIES. REFER TO STORM WATER GENERAL PERMIT NVR100000, SECTION 1.B.1.g. AND THE PROJECT SWPPP
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NTCD
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NEVADA TAHOE CONSERVATION DISTRICT
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TRPA
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TAHOE REGIONAL PLANNING AGENCY
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CABLE TELEVISION CHARTER COMMUNICATIONS, (775) 588-1077 CHARTER COMMUNICATIONS, (775) 588-1077 NATURAL GAS N/A N/A ELECTRIC NV ENERGY, (775) 834-4444 NV ENERGY, (775) 834-4444 STORM DRAIN DOUGLAS COUNTY PUBLIC WORKS (775) 782-9989 DOUGLAS COUNTY PUBLIC WORKS (775) 782-9989 SEWER DOUGLAS COUNTY SEWER IMPROVEMENT DISTRICT (775) 588-3558 DOUGLAS COUNTY SEWER IMPROVEMENT DISTRICT (775) 588-3558 WATER PRIVATE SYSTEMS PRIVATE SYSTEMS PHONE FRONTIER (775) 782-0966 FRONTIER (775) 782-0966 USA DIGS (800) 642-2444 OR 811(800) 642-2444 OR 811
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SECTION OR DETAIL IDENTIFICATION
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SECTION OR DETAIL IS DRAWN
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NUMBER OF SHEET ON WHICH
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D-5
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3
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VERTICAL CONTROL IS DATUM NAVD 88 (US FEET); HORIZONTAL CONTROL IS HORIZONTAL DATUM NAD 83 STATE PLANE COORDINATE SYSTEM NEVADA ZONE WEST (U.S. FEET).
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SECTION OR DETAIL IDENTIFICATION
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SYMBOL FOR DETAIL ON THE SAME SHEET
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-
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3
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LID
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LOW IMPACT DEVELOPMENT
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NDOT
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NEVADA DEPT OF TRANSPORTATION
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NOTE: LEGENDS PROVIDED ON INDIVIDUAL PLAN SHEETS OVERRIDE THIS LEGEND
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PIP
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PROTECT IN PLACE
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RLC
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ROCK LINED CHANNEL
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MAJOR CONTOUR MINOR CONTOUR PROPOSED MAJOR CONTOUR LABEL PROPOSED ALIGNMENT(ROAD CENTERLINE) GRADING DAYLIGHT LINE/GRADING LIMIT GRADING LINE/FEATURE LINE PROPOSED GRADE (SECTION VIEW) CONSTRUCTION LIMIT FENCE FILTER FENCE SEDIMENT ROLL EROSION CONTROL BLANKET STAGING AREA PROPOSED PIPE PROPOSED CONCRETE PROPOSED VEGETATION/WILLOW ROCK LINED CHANNEL (PLAN VIEW) SEDIMENT REMOVAL ROCK (SECTION VIEW) ROCK DISSIPATER PROJECT BOUNDARY PROPOSED FENCE (TYPE SPECIFIED ON PLAN)
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5+00
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6694
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MAJOR CONTOUR MINOR CONTOUR EXISTING MAJOR CONTOUR LABEL EXISTING ALIGNMENT EXISTING GRADE (SECTION VIEW) PROPERTY LINE EXISTING FENCE OR PAVEMENT STORM DRAIN LINE CATCH BASIN STORM DRAIN MANHOLE WATER LINE WATER METER/ VALVE SANITARY SEWER LINE SANITARY SEWER MANHOLE OVERHEAD ELECTRIC LINE POWER POLE UNDER GROUND TELEPHONE LINES OVERHEAD TELEPHONE LINES UNDERGROUND FIBER OPTIC LINES UNDERGROUND GAS LINES DRAINAGE TREE FIRE HYDRANT CURB OR CONCRETE CONTROL POINT BUILDING PRIVATE DRIVEWAY SIGN ROCK LINED CHANNEL EXISTING ROCK WALL
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WV
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SS
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WM
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125-382-13
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JOHN A. SMITH
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ASSESSOR PARCEL NUMBER
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OWNER (PRIVATE LOT)
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6695
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5+00
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BGN
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BEGIN
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CLF
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CONSTRUCTION LIMIT FENCE
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FF
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FILTER FENCE
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CBM
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CHANNEL BED MATERIAL
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CMAP
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CORRIGATED METAL ARCH PIPE
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NAC
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NEVADA ADMINISTRATIVE CODE
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OD
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OUTSIDE DIAMETER
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OFF
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OFFSET
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SY
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SQUARE YARD
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HWY
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HIGHWAY
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D.G.
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DECOMPOSED GRANITE
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SWPPP
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STORM WATER POLLUTION PREVENTION PLAN
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EWEF
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EACH WAY EACH FACE
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CHECKED
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DESIGNED/DRAWN
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SCALE
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PROJECT
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SHEET
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DATE
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AS SHOWN
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2 OF 11 OF 1111
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PT
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11/16/2017
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MBG/CFW
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MCK
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50% DESIGN PLANS NOT FOR CONSTRUCTION
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iii
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SHEET C-2
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SHEET C-3
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SHEET C-1
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SHEET R-1
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CHECKED
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DESIGNED/DRAWN
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SCALE
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PROJECT
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SHEET
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DATE
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AS SHOWN
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3 OF 11 OF 1111
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PT
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11/16/2017
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MBG/CFW
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MCK
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0
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SCALE IN FEET
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60
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120
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DOUGLAS BLVD
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US HIGHWAY 50
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PITTMAN TERRACE
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FRIEDHOFF DR
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US HIGHWAY 50
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50% DESIGN PLANS NOT FOR CONSTRUCTION
2
2
1A
1A
1A
1A
1B
1B
2
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AG
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G-1
AutoCAD SHX Text
141827601006
AutoCAD SHX Text
141827210016
AutoCAD SHX Text
141827210018
AutoCAD SHX Text
141827601005
AutoCAD SHX Text
141827210015
AutoCAD SHX Text
141827210014
AutoCAD SHX Text
141827601004
AutoCAD SHX Text
141827210021
AutoCAD SHX Text
141827210020
AutoCAD SHX Text
141827210012
AutoCAD SHX Text
141827210011
AutoCAD SHX Text
141827210023
AutoCAD SHX Text
141827210010
AutoCAD SHX Text
141827210026
AutoCAD SHX Text
141827210008
AutoCAD SHX Text
141827210007
AutoCAD SHX Text
141827210006
AutoCAD SHX Text
141827210005
AutoCAD SHX Text
141827201002
AutoCAD SHX Text
141827201001
AutoCAD SHX Text
141827202002
AutoCAD SHX Text
141827202001
AutoCAD SHX Text
141827210017
AutoCAD SHX Text
141827210013
AutoCAD SHX Text
141827210019
AutoCAD SHX Text
141827210022
AutoCAD SHX Text
141827210024
AutoCAD SHX Text
141827210025
AutoCAD SHX Text
141827210009
AutoCAD SHX Text
141827210027
AutoCAD SHX Text
141827210028
AutoCAD SHX Text
141827210037
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141827601001
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141827210004
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141827210002
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CAVE ROCK RANCH LLC
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1438 PITTMAN TERRACE LLC
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1438 PITTMAN TERRACE LLC
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CAVE ROCK RANCH LLC
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MAYNE, MICHELLE TRUSTEE
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SCAGLIOTTI, NACKEY E TTEE
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CAVE ROCK RANCH LLC
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FRASER, ALAN
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TAHOE LAKE HOUSE LLC
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BEKKER, ALEKSANDR N TTEE
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BARRETT, BARBIE & JUROW, ANDREW
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FRASER, ALAN
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TAHOE LAKE HOUSE LLC
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BROWNELL, DONNA L TRUSTEE
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POSNIEN, KIM A & DEBBIE
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GRANT, ROBBIE TTEE
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HURRY, JOHN & JUSTINE
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PAULSON, GLADYS M TRUSTEE
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U S FOREST SERVICE
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U S FOREST SERVICE
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NEVADA, STATE OF
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NEVADA, STATE OF
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TAHOE DOUGLAS SEWER DIST
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BILLER, LESLIE & SHERI J
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GARDNER, RICHARD & NANCY N
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FRASER, L ALAN
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BUCK, WILLIAM E & ELEANOR F
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VANCLEAVE, LAWRENCE D & MARGARE
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CHRISTIE, CARY LEE & BAMBI A
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NEVADA, STATE OF
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MAYNOR, GALE E & JUDITH A
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POE, JAY & DANA
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U S FOREST SERVICE
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DOUGLAS COUNTY
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GRANADA INC THE
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141827210036
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POE, JAY & DANA
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141827210035
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141827210032
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POE, JAY & DANA
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POE, JAY & DANA
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EXIST ROCK STEPS
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EXIST DIRT ROAD. PROTECT DRIVEWAY ACCESS
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INSTALL FIBER ROLL OR FILTER FENCE ON DOWNHILL SIDE OF STAGING
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INSTALL FIBER ROLL OR FILTER FENCE ON DOWNHILL SIDE OF STAGING
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INSTALL CONSTRUCTION ENTRANCE
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INSTALL DI PROTECTION (TYP) 3 TOTAL
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INSTALL TEMPORARY CHECK DAMS AS NECESSARY DURING CONSTRUCTION TO PREVENT SEDIMENT LADEN RUN OFF ±550 LF
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3 D-1
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INSTALL TEMPORARY PROJECT SING AS DIRECTED BY ENGINEER
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1 D-1
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4 D-1
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3 D-1
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2 D-1
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2 D-1
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5 D-1
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20"P
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36"P
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24"P
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24"P
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24"P
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24"P
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24"P
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24"P
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18"P
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15"P
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12"P
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15"P
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12"P
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12"C
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24"P
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12"P
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18"P
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18"P
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18"P
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24"P
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12"P
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12"P
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14"P
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12"P
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18"P
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12"P
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24"F
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14"F
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PROJECT BOUNDARY
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LAND CAPABILITY LABEL (TYP)
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LAND CAPABILITY LINE (TYP)
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CHECKED
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DESIGNED/DRAWN
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SCALE
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PROJECT
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SHEET
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DATE
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AS SHOWN
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4 OF 11 OF 1111
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PT
AutoCAD SHX Text
11/16/2016
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MBG/CFW
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MCK
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0
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SCALE IN FEET
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60
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120
AutoCAD SHX Text
DOUGLAS BLVD
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US HIGHWAY 50
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PITTMAN TERRACE
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FRIEDHOFF DR
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US HIGHWAY 50
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50% DESIGN PLANS NOT FOR CONSTRUCTION
AutoCAD SHX Text
NOTES: 1. CONTRACTOR SHALL INSTALL BMPS AS NECESSARY TO PREVENT CONTRACTOR SHALL INSTALL BMPS AS NECESSARY TO PREVENT SEDIMENT LADEN RUN OFF FROM REACHING DRAINAGES. ADDITIONAL BMPS NOT SHOWN ON THIS SHEET MAY BE NECESSARY. 2. DRAINAGE DITCHES MAY NEED CLEARING OF EXISTING VEGETATIONDRAINAGE DITCHES MAY NEED CLEARING OF EXISTING VEGETATION
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6"-14" DBH
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15"-22" DBH
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23" -29" DBH
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30" OR GREATER
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PROPOSED TREE REMOVAL
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0
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1
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0
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1
C-1
HIG
HW
AY
50 IM
PR
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EM
EN
TS
PIT
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SS
AutoCAD SHX Text
SS
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24"P
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WV
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24"P
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CHECKED
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DESIGNED/DRAWN
AutoCAD SHX Text
SCALE
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PROJECT
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DATE
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AS SHOWN
AutoCAD SHX Text
8 OF 11 OF 1111
AutoCAD SHX Text
PT
AutoCAD SHX Text
11/16/2017
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MBG/CFW
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MCK
AutoCAD SHX Text
0
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SCALE IN FEET
AutoCAD SHX Text
30
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60
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50% DESIGN PLANS NOT FOR CONSTRUCTION
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RETROFIT NDOT INFILTRATION SYSTEM TIE INTO EXISTING SEDIMENT CANS
AutoCAD SHX Text
NOTES: 1. ALL UTILITY HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED BY ALL UTILITY HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. ANY CONFLICTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
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EXIST 24" CMP
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EXIST 12" CMP
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1 D-3
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PITTMAN TERRACE
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FRIEDHOFF DR
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HWY 50
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EXIST 24" CMP
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DEMO EXISTING SYSTEM. INSTALL PITTMAN TERRACE INFILTRATION FEATURE. SALAVAGE AND REUSE EXIST DI GRATE
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EXIST DI WITH 2X2 GRATE AND CLOGGED FRENCH DRAIN SYSTEM
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3 D-3
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SEE SHEET C-4 FOR IMPROVEMENTS ON FRIEDHOFF DR
C-2
DO
UG
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LV
D D
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DOUGLAS BLVD PROFILE
PLAN
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HIGH WATER LINE EL 6229.1
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END WORK STA 0+42.62
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EXIST 18" CMP SLOPE=10.2%
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EXIST 15" CMP SLOPE=0.6%
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PROPOSED 18" RCP SLOPE=3.0%
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PROPOSED NDOT HEADWALL
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IE 6298.5
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MICRO BASIN OUTLET STRUCTURE SEE DETAILS
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EXIST IE 6281.3
AutoCAD SHX Text
EXIST IE 6279.15
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12" JP
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SS
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20"P
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36"P
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24"P
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24"P
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24"P
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WV
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GUY
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GUY
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GUY
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ELEC. METER
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APPROX. HWL 6229.1
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24"P
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24"P
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18"P
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15"P
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12"P
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15"P
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12"P
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12"C
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24"P
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12"P
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18"P
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18"P
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18"P
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24"P
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12"P
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12"P
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14"P
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12"P
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18"P
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12"P
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24"F
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14"F
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GUY
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LAKE TAHOE
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EXIST ROCK STEPS
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EXIST PUMP HOUSE
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EXIST ROCK WALL
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EXISTING COLUMN PIP
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EXIST ABANDONED WATERLINE
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EXIST ACTIVE WATERLINE
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EXIST 18" CMP (CLOGGED WITH SEDIMENT)
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EXIST 15" CMP
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EXIST GRAVITY SEWER
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EXIST 12" GRAVITY SEWER
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EXIST DIRT ROAD
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BOULDER & COBBLE FIELD
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EXIST FLOWERS AVE DRAINAGE PATH
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EXIST ACTIVE WATERLINE
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EXIST 10" GRAVITY SEWER
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EXIST FRIEDHOFF DR DRAINAGE ALIGNMENT
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CONSTRUCT MICRO BASIN AND OUTLET STRUCTURE ±90 SF2 FT DEEP
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CONSTRUCT MICRO BASIN ±192 SF2 FT DEEP
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REMOVE AND RESTORE EXISTING HISTORIC FENCE TO PROPERTY LINE ±50 LF
PATCH PAVEMENT AS NECESSARY TO MATCH EXISTING ROADWAY ±52 SF
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INSTALL 36" SEDIMENT TRAP WITH GRATE AND 18" CMP OUTLET TO CHANNEL ±3 LF
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EXIST ABANDONED WATERLINE
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EXIST BOULDERS
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EXIST DOUGLAS BLVD DITCH
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FILL AND COMPACT EXISTING DITCH ±100 LF
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DEMO EXIST 15" CMP INSTALL 18" RCP ±16 LF
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END WORK STA 0+42.62
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CULVERT OUTLET, INSTALL NDOT STANDARD HEADWALL STA 4+02.34
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DOWNSTREAM END OF MICROBASIN STA 3+84.54
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EXIST POWER POLE PIP
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2 D-3
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INSTALL ROCK LINED CHANNEL (TYP) ±320 LF
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3 D-2
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PIP ELECTRIC POLE AND GUY LINES. TEMPORARY SUPPORTS MAY BE NECESSARY
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COORDINATE WITH NV ENERGY TO RELOCATE LINES FIXED TO 24" TREE
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INSTALL ROCK DROP STRUCTURE (TYP) PONDING 0.5' DEEP FOR 8' AT EACH STRUCTURE 12 EA
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CHECKED
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DESIGNED/DRAWN
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SCALE
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PROJECT
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SHEET
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DATE
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AS SHOWN
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6 OF 11 OF 1111
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PT
AutoCAD SHX Text
11/16/2017
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MBG/CFW
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MCK
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0
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
50% DESIGN PLANS NOT FOR CONSTRUCTION
AutoCAD SHX Text
NOTES: 1. ALL UTILITY HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED BY ALL UTILITY HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. ANY CONFLICTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 2. COORDINATE WITH NV ENERGY ON PROTECTING UTILITIES IN PLACE OR COORDINATE WITH NV ENERGY ON PROTECTING UTILITIES IN PLACE OR RELOCATING AS NECESSARY.
AutoCAD SHX Text
HIGHWAY 50
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PITTMAN TERRACE
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FRIEDHOFF DR
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FLOWERS AVE
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DOUGLAS BLVD
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SEE SHEET C-3 FOR IMPROVEMENTS ON FLOWERS AVE
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SCALE: HORIZ:1" = 20'; H:V = 1:1
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6"-14" DBH
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15"-22" DBH
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23" -29" DBH
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30" OR GREATER
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PROPOSED TREE REMOVAL
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1
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0
AutoCAD SHX Text
1
AutoCAD SHX Text
0
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PROPOSED PROFILE PENDING 90% DESIGN
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PROPOSED PROFILE PENDING 90% DESIGN
C-3
FR
IE
DH
OF
F A
VE
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AG
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PIT
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PLAN
FRIEDHOFF AVE PROFILE
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SS
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24"P
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24"P
AutoCAD SHX Text
24"P
AutoCAD SHX Text
WV
AutoCAD SHX Text
GUY
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GUY
AutoCAD SHX Text
ELEC. METER
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24"P
AutoCAD SHX Text
24"P
AutoCAD SHX Text
18"P
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15"P
AutoCAD SHX Text
12"P
AutoCAD SHX Text
15"P
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12"P
AutoCAD SHX Text
12"C
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12"P
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18"P
AutoCAD SHX Text
12"P
AutoCAD SHX Text
24"F
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14"F
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GUY
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EXISTING COLUMN
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EXIST ACTIVE WATERLINE
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EXIST 18" CMP (CLOGGED WITH SEDIMENT)
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EXIST 15" CMP
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EXIST 24" CMP
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EXIST 12" CMP
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EXIST GRAVITY SEWER
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DOUGLAS BLVD DRAINAGE IMPROVEMENTS. SEE SHEET C-2
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CONSTRUCT CHANNEL INFILTRATION FEATURE ±200 SF
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CONSTRUCT BLOCK CHANNEL (TYP) ±100 LF
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CONSTRUCT ROCK LINED CHANNEL ±75 LF
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4 D-3
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3 D-2
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EXIST 24" CMP IE 6304.9
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EXIST 12" CMP AND HAMMERHEAD OUTLET
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IE 6310.8
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IE 6311.2
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CHECKED
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DESIGNED/DRAWN
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SCALE
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PROJECT
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SHEET
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DATE
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AS SHOWN
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7 OF 11 OF 1111
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PT
AutoCAD SHX Text
11/16/2017
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MBG/CFW
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MCK
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0
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
50% DESIGN PLANS NOT FOR CONSTRUCTION
AutoCAD SHX Text
NOTES: 1. ALL UTILITY HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED BY ALL UTILITY HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. ANY CONFLICTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
AutoCAD SHX Text
PITTMAN TERRACE
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FRIEDHOFF DRIVE
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FLOWERS AVE
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DOUGLAS BLVD
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2 D-2
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SCALE: HORIZ:1" = 20'; H:V = 1:10
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PROPOSED PROFILE PENDING 90% DESIGN
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STATION
R-1
RE
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REVEGETATION AREA
PLEASE STAY OFF
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12" JP
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SS
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SS
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20"P
AutoCAD SHX Text
36"P
AutoCAD SHX Text
24"P
AutoCAD SHX Text
24"P
AutoCAD SHX Text
24"P
AutoCAD SHX Text
24"P
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
GUY
AutoCAD SHX Text
GUY
AutoCAD SHX Text
GUY
AutoCAD SHX Text
ELEC. METER
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24"P
AutoCAD SHX Text
24"P
AutoCAD SHX Text
18"P
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15"P
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12"P
AutoCAD SHX Text
15"P
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12"P
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12"C
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24"P
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12"P
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18"P
AutoCAD SHX Text
18"P
AutoCAD SHX Text
18"P
AutoCAD SHX Text
24"P
AutoCAD SHX Text
12"P
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12"P
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14"P
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12"P
AutoCAD SHX Text
18"P
AutoCAD SHX Text
12"P
AutoCAD SHX Text
24"F
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14"F
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GUY
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CHECKED
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DESIGNED/DRAWN
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SCALE
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PROJECT
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SHEET
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DATE
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AS SHOWN
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8 OF 11 OF 1111
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PT
AutoCAD SHX Text
11/16/2017
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MBG/CFW
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MCK
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE IN FEET
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30
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60
AutoCAD SHX Text
50% DESIGN PLANS NOT FOR CONSTRUCTION
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NOTES: 1. SEE SPECIAL PROVISIONS FOR REVEGETATION DETAILS. SEE SPECIAL PROVISIONS FOR REVEGETATION DETAILS.
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PITTMAN TERRACE
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FRIEDHOFF DR
AutoCAD SHX Text
HWY 50
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REVEGETATION LEGEND
AutoCAD SHX Text
TREATMENT TYPE 1: DITCHES (±3,570 SF)
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TREATMENT TYPE 2: SHOULDERS AND OTHER DISTURBED UPLAND (±3,766 SF)
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REVEGETATION LEGEND
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BROWN BACKGROUND WHITE LETTERS, 2.5" HIGH
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6' STEEL FENCE POST
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REVEGETATION SIGN
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SCALE N.T.S.
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1 -
DE
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D-1
1
D-1
TEMPORARY PROJECT SIGN
3
D-1
FILTER FENCE SILT BARRIER
2
D-1
4
D-1
DI PROTECTION
FIBER ROLL SILT BARRIER
5
D-1
TEMPORARY CHECK DAM
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SEE PROJECT SIGN NOTES FOR SIGN TEXT
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34' EXTERIOR GRADE PLYWOOD
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12'' x 8'' GALVANIZED CARRIAGEBOLTS WITH WASHER AND NUT (4) TYPICAL
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EX GROUND
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COMPACT EARTH AROUND POST OR BACKFILL WITH 2 SACK CONCRETE SLURRY
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EDGE OF PAVEMENT
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SIGN NOTES: 1. CONTRACTOR SHALL CONTACT NTCD FOR THE LETTER FONT, STYLE, SIZE, SPACING, AND GRAPHIC ART. SIGN MAY BE ADJUSTED BY THE CONTRACTOR AS NEEDED TO CREATE THE HIGHEST QUALITY CRAFTMANSHIP DISPLAYED BY THE FINISHED PRODUCT. 2. LOCATION AS DIRECTED BY ENGINEER.
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DI PROTECTION NOTES: : 1. FIBER ROLL DRAIN INLET PROTECTION SHALL USE A MIN. 12" DIAMETER ROLL AND BE INSTALLED BEFORE CONSTRUCTION BEGINS. FIBER ROLL DRAIN INLET PROTECTION SHALL USE A MIN. 12" DIAMETER ROLL AND BE INSTALLED BEFORE CONSTRUCTION BEGINS. 2. GRAVEL BAGS SHALL BE FILLED WITH GRAVEL. SAND BAGS ARE NOT AN ACCEPTABLE SUBSTITUTE. GRAVEL BAGS SHALL BE FILLED WITH GRAVEL. SAND BAGS ARE NOT AN ACCEPTABLE SUBSTITUTE. 3. INSPECT AND REPAIR FIBER ROLLS EACH DAY AND AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE THIRD OF THE FILTER INSPECT AND REPAIR FIBER ROLLS EACH DAY AND AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE THIRD OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DISPOSED OF PROPERLY. 4. SEDIMENT AND GRAVEL DEPOSITED ON ROADWAYS SHALL BE IMMEDIATELY REMOVED. SEDIMENT AND GRAVEL DEPOSITED ON ROADWAYS SHALL BE IMMEDIATELY REMOVED. 5. IN HIGH TRAFFIC AREAS, MARK DRAIN INLET PROTECTION WITH VISIBLE BARRIERS SUCH AS SAFETY CONES. IN HIGH TRAFFIC AREAS, MARK DRAIN INLET PROTECTION WITH VISIBLE BARRIERS SUCH AS SAFETY CONES. 6. REMOVE DRAIN INLET PROTECTION AFTER THE SURROUNDING AREA HAS BEEN STABILIZED.REMOVE DRAIN INLET PROTECTION AFTER THE SURROUNDING AREA HAS BEEN STABILIZED.
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GRAVEL BAG WEIGHTS AT ENDS AND 3' O.C.
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FLOW
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FLOW
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FLOW
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FLOW
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FLOW
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CURB INLET
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SHEET FLOW INLET
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NON-WOVEN FILTER FABRIC SET UNDER DRAIN INLET
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NON-WOVEN FILTER FABRIC SET UNDER DRAIN INLET
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WEIGHTED FIBER ROLL OR FIBER ROLL WITH GRAVEL BAGS AS WEIGHTS
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DRAINAGE DITCH INLET
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FLOW
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FLOW
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WEIGHTED FIBER ROLL OR FIBER ROLL WITH GRAVEL BAGS AS WEIGHTS
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NON-WOVEN FILTER FABRIC SET UNDER DRAIN INLET
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CURB INLET
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GRAVEL BAGS
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PAST LIP
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GRAVEL BAGS
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SECTION A-A
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CURB & GUTTER
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A
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A
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ALTERNATE CURB INLET
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POSTS SUPPORTING SILT FENCE (WITH OR WITHOUT SUPPORT MESH) SHOULD BE SPACED AT A MAXIMUM 6' APART
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IRON T-POST OR WOOD POSTS INSTALLED ON CONTOUR
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EXTRA-STRENGTH FILTER FABRIC
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FILTER FABRIC ATTACHED SECURELY TO UPSLOPE SIDE OF POST
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EXCAVATE 6"x6" TRENCH, PLACE FABRIC AND BACKFILL
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STAPLE (6" SPACING VERTICALLY)
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END STAKE DETAIL (TOP VIEW)
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SECTION
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PONDING HEIGHT
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IRON T-POST OR WOOD POST
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FLOW
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FLOW
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JOINING DETAIL (TOP VIEW)
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SILT FENCE NOTES: 1. USED IN AREAS WHERE SHEET FLOW OCCURS. USED IN AREAS WHERE SHEET FLOW OCCURS. 2. DO NOT USE IN STREAMS, CHANNELS, OR ANYWHERE FLOW IS CONCENTRATED. DO NOT USE SILT FENCES TO DIVERT FLOW. DO NOT USE IN STREAMS, CHANNELS, OR ANYWHERE FLOW IS CONCENTRATED. DO NOT USE SILT FENCES TO DIVERT FLOW. 3. DO NOT USE BELOW SLOPES SUBJECT TO CREEP, SLUMPING, OR LANDSLIDES. DO NOT USE BELOW SLOPES SUBJECT TO CREEP, SLUMPING, OR LANDSLIDES. 4. SILT FENCE SHOULD BE WOVEN POLYPROPYLENE WITH A MINIMUM WIDTH OF 36 INCHES AND A MINIMUM TENSILE STRENGTH OF SILT FENCE SHOULD BE WOVEN POLYPROPYLENE WITH A MINIMUM WIDTH OF 36 INCHES AND A MINIMUM TENSILE STRENGTH OF 100 LB FORCE. 5. INSTALL ALONG A LEVEL CONTOUR SO WATER DOES NOT POND MORE THAT 1.5 FEET AT ANY POINT ALONG THE SILT FENCE. INSTALL ALONG A LEVEL CONTOUR SO WATER DOES NOT POND MORE THAT 1.5 FEET AT ANY POINT ALONG THE SILT FENCE. 6. THE MAXIMUM LENGTH OF SLOPE DRAINING TO ANY POINT ALONG THE SILT FENCE SHOULD BE 200 FEET OR LESS. THE MAXIMUM LENGTH OF SLOPE DRAINING TO ANY POINT ALONG THE SILT FENCE SHOULD BE 200 FEET OR LESS. 7. THE MAXIMUM SLOPE PERPENDICULAR TO THE FENCE LINE SHOULD BE 1:1. THE MAXIMUM SLOPE PERPENDICULAR TO THE FENCE LINE SHOULD BE 1:1. 8. PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND TO ALLOW SEDIMENT REMOVAL EQUIPMENT TO PASS PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND TO ALLOW SEDIMENT REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOES OF SLOPES OR OTHER OBSTRUCTIONS. 9. TURN THE ENDS OF THE FILTER FENCE UPHILL TO CREATE A "J" SHAPE, TO PREVENT STORMWATER FROM FLOWING AROUND THE TURN THE ENDS OF THE FILTER FENCE UPHILL TO CREATE A "J" SHAPE, TO PREVENT STORMWATER FROM FLOWING AROUND THE FENCE. 10. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWN SLOPE FROM THE FENCE WHERE FEASIBLE. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWN SLOPE FROM THE FENCE WHERE FEASIBLE. 11. SILT FENCES SHOULD REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED. SILT FENCES SHOULD REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED. 12. REMOVE SEDIMENT WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER.REMOVE SEDIMENT WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER.
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FIBER ROLL NOTES: 1. FIBER ROLL SHALL NOT BE MADE FROM STRAW. FIBER ROLLS SHALL BE BOUND BY HIGH FIBER ROLL SHALL NOT BE MADE FROM STRAW. FIBER ROLLS SHALL BE BOUND BY HIGH STRENGTH COIR NETTING, AND HAVE A MINIMUM WEIGHT OF 5 LBS PER LINEAL FOOT. 2. ORANGE SAFETY FENCE IS INTENDED TO PROTECT FIBER ROLLS FROM COMPRESSION BY VEHICLES, ORANGE SAFETY FENCE IS INTENDED TO PROTECT FIBER ROLLS FROM COMPRESSION BY VEHICLES, CONSTRUCTION EQUIPMENT, EXT. FENCES SHALL BE HIGH DENSITY POLYETHYLENE WITH A MESH OPENING OF APPROXIMATELY 1 INCH BY 4 INCHES AND A MINIMUM HEIGHT OF 4 FEET. SAFETY FENCE MAY BE OMITTED IN LOW TRAFFIC AREAS. 3. FIBER ROLL SILT BARRIER SHALL BE INSTALLED ALONG CONTOUR AND ON SLOPES 5H:1V OR FIBER ROLL SILT BARRIER SHALL BE INSTALLED ALONG CONTOUR AND ON SLOPES 5H:1V OR FLATTER UNLESS OTHERWISE APPROVED BY TRPA. 4. THE INSTALLATION CONFIGURATION SHALL PREVENT RUNOFF FROM LEAVING THE SITE OR ENTERING THE INSTALLATION CONFIGURATION SHALL PREVENT RUNOFF FROM LEAVING THE SITE OR ENTERING A WATERCOURSE WITHOUT PASSING THROUGH A SILT BARRIER. 5. THE MAXIMUM LENGTH OF SLOPE DRAINING TO THE SILT BARRIER SHALL BE 100 FEET. THE MAXIMUM LENGTH OF SLOPE DRAINING TO THE SILT BARRIER SHALL BE 100 FEET. 6. FIBER ROLL SHALL BE INSTALLED BY SHAPING A 4 INCH DEEP FURROW TO MATCH THE SHAPE OF FIBER ROLL SHALL BE INSTALLED BY SHAPING A 4 INCH DEEP FURROW TO MATCH THE SHAPE OF THE LOG, SECURING IN FURROW WITH WOOD STAKES, AND TAMPING THE GROUND AROUND THE FIBER ROLL TO FILL VOIDS BETWEEN THE LOG AND THE GROUND.
ELEVATION OF CHECK DAM AT CENTERLINE OF DITCH OR SWALE CHECK (TOP OF GRAVEL BAG)
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DITCH OR SWALE (LINED DITCH SHOWN)
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ELEVATION AT END OF CHECK DAM (BOTTOM OF FIBER ROLL)
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GRAVEL BAG CHECK DAM
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FINISHED GRADE
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CENTERLINE DITCH OR SWALE
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SPILLWAY (SEE NOTE 1)
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CONCENTRATED FLOW
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GRAVEL BAG CHECK DAM
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TEMPORARY CHECK DAM NOTES: 1. CHECK DAM DIMENSIONS TO BE VERIFIED BY CIVIL ENGINEER. CHECK DAM DIMENSIONS TO BE VERIFIED BY CIVIL ENGINEER. 2. ONLY CLEAN/WASHED GRAVEL MUST BE USED IN BAGS ONLY CLEAN/WASHED GRAVEL MUST BE USED IN BAGS 3. SAND BAGS MAY BE REPLACED WITH GRAVEL BAGS BY APPROVAL OF CIVIL ENGINEER.SAND BAGS MAY BE REPLACED WITH GRAVEL BAGS BY APPROVAL OF CIVIL ENGINEER.
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SECTION
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GRADE
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FINISHED
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GRAVEL BAGS
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CONCENTRATED FLOW
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PERSPECTIVE
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CHECKED
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DESIGNED/DRAWN
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SCALE
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PROJECT
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SHEET
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DATE
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AS SHOWN
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9 OF 11 OF 1111
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PT
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11/16/2017
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MBG/CFW
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MCK
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SCALE: N.T.S.
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SCALE: N.T.S.
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SCALE: N.T.S.
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SCALE: N.T.S.
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SCALE: N.T.S.
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50% DESIGN PLANS NOT FOR CONSTRUCTION
DE
TA
ILS
PIT
TM
AN
T
ER
RA
CE
W
AT
ER
Q
UA
LIT
Y
IM
PR
OV
EM
EN
T P
RO
JE
CT
D-2
1
D-2
CONSTRUCTION LIMIT AND TREE
PROTECTION FENCING
4
D-2
MICRO BASIN3
D-2
ROCK LINED CHANNEL
2
D-2
BLOCK CHANNEL
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NOTES: 1. DO NOT PERMIT PERSONNEL, CONSTRUCTION MATERIALS, OR EQUIPMENT, TEMPORARY OR OTHERWISE, WITHIN PROTECTIVE FENCING. DO NOT PERMIT PERSONNEL, CONSTRUCTION MATERIALS, OR EQUIPMENT, TEMPORARY OR OTHERWISE, WITHIN PROTECTIVE FENCING. 2. VEGETATION PROTECTION IS REQUIRED FOR ALL PROJECTS AS A CONDITION OF PROJECT APPROVAL. VEGETATION PROTECTION IS REQUIRED FOR ALL PROJECTS AS A CONDITION OF PROJECT APPROVAL. 3. METAL OR WIRE MESH FENCING MAY BE REQUIRED. METAL OR WIRE MESH FENCING MAY BE REQUIRED. 4. CALCULATE THE PROTECTIVE PERIMETER FOR SHIELDING LARGER SPECIMEN TREES MEASURING OVER 30" DBH AS FOLLOWS: COMPUTE THE PROTECTIVE CALCULATE THE PROTECTIVE PERIMETER FOR SHIELDING LARGER SPECIMEN TREES MEASURING OVER 30" DBH AS FOLLOWS: COMPUTE THE PROTECTIVE RADIUS BY ADDING ONE FOOT, AS MEASURED OUT FROM THE TREE BOLE, FOR EVERY INCH IN DBH. (E.G. A TREE WITH A 30" DBH WOULD RECEIVE A 30' PROTECTIVE PERIMETER) 5. CLF AND TREE PROTECTION FENCE SHALL BE A MINIMUM OF 48" HIGH. FOR TREES WITH DRIPLINES THAT OVERHANG THE CONSTRUCTION AREAS, THE CLF AND TREE PROTECTION FENCE SHALL BE A MINIMUM OF 48" HIGH. FOR TREES WITH DRIPLINES THAT OVERHANG THE CONSTRUCTION AREAS, THE LOCATION OF THE TREE PROTECTION FENCE SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER AND/OR THE TRPA AT THE PREGRADE MEETING. 6. THE DETAIL SHOWN IS FOR TREE PROTECTION. MATERIAL AND SPACING SHOWN ALSO APPLIES TO CLF. THE DETAIL SHOWN IS FOR TREE PROTECTION. MATERIAL AND SPACING SHOWN ALSO APPLIES TO CLF. 7. QUANTITY OF FILTER FENCE AND CONSTRUCTION LIMIT FENCE DOES NOT INCLUDE MINIMUM LIMITS FOR TREE PROTECTION. TREE PROTECTION FENCING QUANTITY OF FILTER FENCE AND CONSTRUCTION LIMIT FENCE DOES NOT INCLUDE MINIMUM LIMITS FOR TREE PROTECTION. TREE PROTECTION FENCING TO BE PER DETAIL THIS SHEET AND/OR AS DETERMINED IN THE FIELD.
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DRIPLINE
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DRIPLINE
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INCORRECT
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CORRECT
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ORANGE CONSTRUCTION FENCING OR METAL MESH
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METAL STAKES BEYOND DRIPLINE
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DRIPLINE
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WRAP CLF AROUND TREE UNDER LATH
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1"X2"X4' LATH BOUND TO TREE SEE DETAIL 'A'
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EXISTING TREE
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1.33'
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1"X2"X4' LATH OR AS APPROVED BY ENGINEER
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STAPLE NAILED TO LATH NOT IN TREE (3 TOTAL) PER LATH
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1/4" STEEL CABLE STRUNG THROUGH STAPLES AND BOUND TIGHTLY AROUND TREE
