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Home My WebLink AboutGlen-ayr Canal Stormwater Plan - COM Plot / Site Plans - 6/11/1999r.; GLEN-AYR CANAL PROJECT INFORMATION PROPERTY DESCRIPTION PARCEL NO. 42201-43-00010 A PORTION OF GOVERNMENT LOT 7, SECTION 1, TOWNSHIP 22 N., RANGE 4 WEST, IN MASON COUNTY IN THE STATE OF WASHINGTON PARCEL SIZE: 8.68 ACRES PROPONENT JAY JOHNSON DICK JOHNSON GLEN—AYR CANAL RESORT HOODSPORT WASHINGTON 98458 F PROJECT ENGINEER DAVE BRUNKOW, P.E.I TILLMAN ENGINEERING, 'NC. P.O. BOX 13753 PORT HADLOCK, WA 94339 360-379-9661 PROJECT SURVEYOR MICHAEL J. ANDERSON, P.L.S. TILLMAN ENGINEERING, INC. P.O.BOX 1375 PORT HADLOCK, WA 98339 360-379-9661 R EW'AGENCY MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT SHELTON, WA 98458 U77UTIES WATER SEWER ELECTRIC TELEPHONE SOLID WASTE PRIVATE WELL ONSITE MASON COUNTY PUD NO. 1 US WEST OLYMPIC DISPOSAL PARCEL NO. 42201-43-00010 STORM DRAINAGE NOTES 1. DURING CONSTRUCTION, ALL EXISTING AND NEWLY INSTALLED DRAINAGE STRUCTURES SHALL BE PROTECTED FROM SEDIMENTS. 2. CATCH BASINS SHALL CONFORM TO SECTION 7-05 OF THE STANDARD SPECIFICATIONS AND TO WSDOT STANDARD PLAN B-1. CATCHBASINS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION. TEMPORARY DRAINAGE SHALL BE MAINTAINED UNTIL THE NEW CATCH BASINS ARE INSTALLED AND FUNCTIONAL. CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION AT ALL TIMES DURING CONSTRUCTION VIA A FILTER FENCE OR HAY BALES AS DIRECTED BY THE ENGINEER. 3. STORM DRAINAGE REQUIREMENTS: ALL CATCH BASINS SHALL BE OF THE SIZE AND TYPE SPECIFIED ON THE PLANS AND SHALL CONFORM TO.THE WSDOT/APWA STANDARD PLANS AND SPECIFICATIONS. CATCH BASINS SHALL BE FURNISHED WITH CAST IRON LOCKING. OR BOLT DOWN FRAME/GRATE OR RING/COVER AS REQUIRED, AND MARKED "DRAINS TO GROUNDWATER' CATCH BASINS SHALL BE PROVIDED WITH POLLUTION CONTROL 'DEVICES ON THE OUTFLOW INVERT, AS SPECIFIED ON THE PLAN. SITE GRADING SHALL DIRECT SHEET FLOWS FROM THE PARKING LOT TO THE CATCH .BASINS. PIPE. GRADES SHOWN ARE MINIMUM ALLOWED.- . 4. ADDITIONAL REQUIREMENTS: COMPLIANCE WITH ADDITIONAL REQUIREMENTS FROM THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN IS REQUIRED. TEXT OF THE APPROPRIATE SECTIONS IS INCLUDED IN THE STORMWATER SITE PLAN AS AN ATTACHMENT. DEVELOPMENT OF AN EMERGENCY SPILL CLEAN UP PLAN, COMPLIANCE WITH THE UNIFORM FIRE COE AND OTHER SE B THE SCOPE OF THIS PECIFIREMENTS PLAN. DTHEY DARE REFERENCEDEYAS SND CONCEPTUAL ELEMENTS OF THE OVERALL SITE PLAN ONLY. THE PROPONENTS ARE RESPONSIBLE FOR INCORPORATION OF THE APPROPRIATE ELEMENTS INTO THE FINAL CONSTRUCTION PLANS. LINETYPE LEGEND D D -1 D0 ---- BUILDING UNE, EXISTING BUILDING UNE, PROPOSED CREEK / DITCH CENTERLINE, EXISTING STORM DRAIN, EXISTING STORM DRAIN, PROPOSED CENTERLINE, EXISTING CONTOUR, EXISTING PROPERTY LINE, EXISTING QUARTER SECTION LINE RIGHT OF WAY, EXISTING SECTION LINE INDEX OF SHEETS SHEET 1 OF 3 — TITLE SHEET SHEET 2 OF 3 — STORMWATER PLAN SHEET 3 OF 3 — DETAILS SYMBOL LEGEND EXIST,. YY 0 zi PROP. DESCRIPTION EMBANKMENT RIP RAP SD CATCH BASIN PROPERTY CORNER QUARTER CORNER HANDICAP PARKING STALL I:\PROJECTS\GLEN-AYR\CADD\GADESIGN.DWG ADJACENT PROPERTY OWNER JANE McCORMICK 13933 SE 47TH ST BELLEVUE WA. 98006 1 0 cp (o Li F) rN 0 ADJACENT PROPERTY OWNER MANKE LUMBER CO. INC. NW CORNER OF GOV'T. LOT 7 OF SECT. 1 NATIVE VEGETATION SLOPES >40% TO ROAD EXISTING DITCH, ROCK —LINED N 89'42'42" E 612.38' APPROXIMATE LIMITS OF FILL IN GULLY FROM ROAD CONSTRUCTION TOE OF EXIST. SLOPE 7 ALTERNATE PATH FOR 12" STORM DRAIN FROM SWALE, 1.5% MIN. SLOPE ADJACENT PROPERTY OWNER T. PALLL I I E 12640 16TH AVE S. SEATTLE, WA. 98168 SEC. 1 g0 I 4" SD TO CONVEY ROOF DRAINS TO ROADSIDE DITCH 100 EXISTING ROCK CATCH BASIN ARMORED DITCH TO INLET OF SWALE 7 7 l• 7 ADJACENT PROPERTY OWNER ROBERT SUND 26476 HIGHWAY:.101 HOODSPORT, WA. 98548 AREA= 0.24 ACRES • BUILDING SITE FOR PROPOSED SINGLE FAMILY RESIDENCE / APPROX. 140 L.F. VEGETATE -CI SWALE ® 2% SLOPE, FOLLOW NATURAL CONTOUR; SEE DETAIL, SHEET 3 OF 3 APPROXIMATE BOUNDARY OF EXISTING DEVELOPED AREA SET INVERT OF PIPE 6" ABOVE BOTTOM OF SWALE PROPOSED DRAINFIELD (PLACED IN R.V. PARKING) \ S.T. #5 G;' 7 -.- S.T. #4 / CB tx \ WELL. NO. 1 A R K CREEk YARD CB EXIST. PERC. DRAIN FOR STORM 7 CB z 0 0 NAT VE VEGETATION SLOPES >40% TO HIGHWAY PROPOSED MOTEL BUILDING; ALL PROPOSED DRIVING SURFACES ARE GRAVEL, HARD SURFACE UNDER MOTEL BUILDING ONLY 5 EXIST. MOTEL 1 1 EXISTING CLEARING LIMITS, TYP. 1 AVG. PERIMETER ELEVATION 121.00 j1 1 1 1 1 1 J 1 �.0 EXIST. PERC. DRAIN FOR STORM CB EXIST. LSPA TERMINATE STORM DRAIN 6' BACK FROM TOP OF BANK; DISCHARGE INTO RIP —RAP CHANNEL AS ENERGY DISSIPATOR N. 86'06'09" W 100.57' i 1 I i N 86'06'39" W PC 185+48 ROOF DOWNSPOUT INFILTRATION TRENCH, TYP.. OF (2); SEE DETAIL, SHEET 3 OF 3 L� HOOD CANAL 10 0 10 20 30 40 SCALE: 1 "=40' (ON ORIGINAL) U Z: 0 DATE; :', SCALE:. JOB NO:=.98161. FILE:. DRAWN: GAOESIG0'. DT/Ep I \ PP(.IFCTS\ ci FN-AYR\CADD\GADESIGN.DWG i FLOW DIRECTION FLAT BOTTOM OF SWALE 4" TOP SOIL /Wti111,11441 i.,Av j i PLAN VIEW 'vvwvv,,,,wow„' SECTION SWALE VEGETATION SOD SOD 1' MIN. i 100-YEAR STORMWATER SURFACE SWALE DE IAILS N. T.S. 6-MONTH, 24-HOUR STORMWATER SURFACE 3 15.5' 5.5' SWALE DIMENSIONS GRASS PLANTS ON BASE OF SWALE 0 L. FINISH GRADE PER PLAN FILTER FABRIC AT BOTH SIDES AND OVER TOP OF DRAINROCK 6'-3" INFILTRATOR UNITS CLEANOUT COVER TOTAL LENGTH = 26' IN 4" CONCRETE PAD INSPECTION PORT INFILTRATOR UNIT 3' DEPTH 12" t TRENCH CROSS SECTION TOP OF DRAINROCK AT OR BELOW CATCH BASIN OUTLET ELEVATION OUTLET PIPE FROM. CATCH BASIN CATCH BASIN SEE PLAN FOR LOCA77ONS AND TYPE DRAINROCK TRENCH LONGITUDINAL SECTION NOTES: 1. OBSERVATION PORT CONSISTS OF 4" PERF. PVC AT MID POINT EACH RUN OF INFILTRATOR UNITS. ROOF DRAIN INFILTRATION TRENCH DETAIL N.T.S.