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sp-1147ddSHEET OF STREET 980 9 1970 LEFT CURB CENTERLINE SEE SECTIO SH ET. _FOR- 4',�'x W.1 113+00 PROPERTY LINE © cc a_ ® v) GRAD‘ EXISTING GROUND SURFACE 114 +00 EXIST, .. : EDGE PAVEMENT EXIST. EDGE PAVEMENT EXISTINC CENTERLINE PAV ENT ELEV. (TYP) DEVEL.OPER'S APPROVAL CENTELINE DATA L = 16 R = 1000.Op' L = 292.75 115 +00 GRAPHIC SCALE Horn: inch = 50 it. Vert 1 ch = 10 ft. PROPOSED TOP CURB ELEV. (TYP) EXISTING GROUND ELEV. (TYP asp EXISTING ASPHALT SURFACE DATE H.C. RAMP PER COUNTY STD. DWG. A -5, DESIGN "A" in un 03 cc) co rn . cn 116 +00 117 +00 THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS CONFORM TO THE APPLICABLE EDITIONS OF THE SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION AND THE SPOKANE COUNTY GUIDE— LINES FOR STORMWATER MANAGEMENT. ALL DESIGN DEVIATIONS HAVE BE APPROVED BY THE SPOKANE COUNTY ENGINEER. I APPROVE THESE PLANS FOR CONSTRUCTION. AT CONSTRUCTION NOTES 4" CONC SIDEWALK SUBGRADE 6' 1. All items of construction shall be completed within the "1991 Standard Specifications for Road, Bridge, and Municipal Construction as promulgated by the Washington State Department of Transportation" and the "Spokane County Standards for Road and Sewer Construction 1992 ". and as amended. 2. Locations of existing utilities shown on these plans are approximate. The Contract shall be responsible for locating all underground utilities. Any conflicting utilities shall e relocated prior to construction of road and drainage facilities. 3. The Contractor is required to have a complete set of the approved road and dr {ain. je plans on the job site whenever the construction is in progress. 4. For construction of drywells, install filter fabric (Amoco 4545 or approved equivaler between the drywell barrel and the washed drainrock, and between the washed drainro and the native soils. 5. If the contractor discovers any discrepancies between the plans and existing condi' )ns encountered, the Contractor shall immediately notify the Design Engineer and the Spc:- nne County Engineer's Office. 6. Prior to site construction, the Contractor is responsible for locating underground u ° lities. Call the.underground utility location service at 456 -8000 before you dig. 7. Curb data is to back of curb dimension. 8. All signage must conform to Manual of Uniform Trafic Control Standards (M.U.T.0 D.). 11a NEW SURFACE TYPE A CURB 22' VARIES < 2% ACP CLASS B 6" CRUSHED SURFACING BASE COURSE EXISTING ASPHALT SAWCUT MONTGOMERY DR. WIDENING SECTION N.T.S. rn z rn z - r . R ES CALL BEFORE YOU DIG 456 -8000