NOTE: THIS DRAWING CONSISTS OF TWO SHEETS. DRAWING IS CALLED FOR IN THE PLANS. SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING THE BILL OF MATERIALS SHALL BE INCLUDED IN THE PROPOSAL. METHOD OF HANDLING DRAINAGE SHALL BE DETERMINED IN FIELD BY THE ENGINEER. a. TO FLOW OVER NATURAL GRADE. END OF FLUME OPEN, OMIT DRAIN, SOIL PIPE AND DRY WELL. ALLOW WATER IN SANDY OR GRAVELLY AREAS OR SITES WITH GOOD NATURAL DRAINAGE, LEAVE POINT OR DITCH. IF FEASIBLE, EXTEND FIBER OR ASBESTOS CEMENT PIPE TO A NATURAL DRAINAGE FILLED WITH NO. 2 (AS DEFINED IN STANDARD SPECIFICATIONS) COARSE AGGREGATE. IN ALL OTHER CASES CONSTRUCT DRY WELL AS INDICATED. DRY WELL SHALL BE b. c. "DRILLING WELLS" SECTION OF THE STANDARD SPECIFICATIONS. THE PUMP SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS LISTED IN THE USE 5’-0" X 7’-0" PLATFORM WHEN OVERHEAD SHELTER IS NOT PART OF CONTRACT. a. USE 7’-0" X 14’-0" PLATFORM WITH OVERHEAD SHELTER. b. ALL DIMENSIONS SHOWN ARE NOMINAL. INSERTING BOLTS. TIGHTENED. ALL BOLT HOLES SHALL BE SOAKED WITH PENTACHLOROPHENOL BEFORE BOLTS SHALL HAVE LOCK WASHERS AND THREADS BATTERED AFTER NUTS ARE LARGE SIZE WASHERS SHALL BE USED WITH EACH CARRIAGE BOLT AT EACH END. " PULLING PUMP, IF REQUIRED. SHELTER TO BE LOCATED SO THAT TRAP DOOR IS DIRECTLY OVER PUMP TO FACILITATE SPECIFICATIONS. SHALL BE TREATED WITH PENTACHLOROPHENOL IN ACCORDANCE WITH THE STANDARD OF THE STANDARD SPECIFICATIONS ENTITLED, "TIMBER RAIL GUARD FENCE", AND TIMBER POSTS SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE SECTION WITH THE SECTION OF THE STANDARD SPECIFICATIONS ENTITLED, "TIMBER STRUCTURES". LUMBER FOR SHELTER SHALL BE UNTREATED AND FURNISHED AND PLACED IN ACCORDANCE 12 INCH, THICK-BUTT, DARK BROWN. ROOFING FELT SHALL BE STANDARD 15 LB. FELT. ROOFING SHALL BE ASPHALT SHINGLES, MINIMUM 235 LBS. PER 100 SQUARE FEET. "PAINT-BROWN". STAIN CONFORMING TO THE SECTION OF THE STANDARD SPECIFICATIONS ENTITLED, THE ABOVE GROUND PORTION OF THE SHELTER SHALL RECEIVE TWO COATS OF DARK BROWN STRUCTURAL STEEL AND MISCELLANEOUS METALS". ACCORDANCE WITH THE SECTION OF THE STANDARD SPECIFICATIONS ENTITLED, "PAINTING- PAINTED DARK BROWN, WITH RUST INHIBITIVE PAINT. PAINTING SHALL BE DONE IN METAL BAR STRAP ANCHORS, METAL ROOF BRACING, AND METAL DRIP EDGE SHALL BE NOTED. THE WELDED STEEL WIRE FABRIC SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE SHELTER PUMP AND WELL PLATFORM BOTH SHEETS ARE REQUIRED WHEN THIS 3’-6" 3’-6" 12:1 RAMP MAX. 8’-9" 10’-0" 8" X 8" POSTS 12 5 PITCH 2" X 4" HEADER 1" X 3" BOARD CLEATS " EXTERIOR PLYWOOD HOOK 5 ’- 4 " 2’- 10" 2" 6’- 8" 8’- 7 " 3" FABRIC WELDED STEEL WIRE 6" X 6" NO. 10 4 ’- 4 " 2 ’- 0 " DRY WELL 4’- 0" LENGTH. SLOPE 4" IN 20’ CEMENT PIPE 20’ MIN. 4" FIBER OR ASBESTOS " BOLT " X 5" LAG SCREWS METAL DRIP EDGE " EXTERIOR PLYWOOD DOOR TRAP 14’-0" RAFTERS 2" X 4" 3 " F.H. WOOD SCREWS FOUNTAIN TYPE PUMP SANITARY DRINKING AND ROOFING FELT ASPHALT SHINGLES 1’-4" 1’-4" 1’-1" STEEL WIRE FABRIC 6" X 6" NO. 10 WELDED LAG SCREWS " X 4" (BOTH ENDS) STEEL BAR 1 " X " X 3’-4" AND BRACE SUPPORT 2" X 4" SEAT DRY WELL 2 - 2" X 6" SEAT 3’-0" 6" 6" CONCRETE PLATFORM 12:1 RAMP MAX. OF HANDLE LOCATION CASING WELL 2 - 2" X 4" BACK 10" 1’-0" 5’-9 " 5’- 0" 7’- 0" SHELTER I NCLUDED SHELTER EXCLUDED- PLATFORM ONLY 5’- 0" 5’-0" SHELTER EXCLUDED-PLATFORM ONLY **7’-0" SHELTER INCLUDED 14’-0" **TOTAL PERIMETER BOTTOM OF FOOTING 6" 5’- 6" 1’-5" 1’-3" 3’- 6" 6" BAR STRAP ANCHORS 4" X " X 2’-2" FLAT CENTER POST BAR STRAP ANCHORS 4" X " X 1’-9" FLAT FOR THE TWO SIDE POSTS 1’-11" 3’-6" 4" BOLTS WITH NUT AND WASHER " | X 10" GALVANIZED 1" NOMINAL 2" NOMINAL 6" 1’-0" 2" NOMINAL 11" 5" 5" 1 ’- 4" 2’- 0" 4" 5" GENERAL NOTES SIDE ELEVATION PLAN VIEW END ELEVATION END ELEVATION PLAN VIEW 9" 1’-9" 1’-2" 1’-2" DEPARTMENT OF TRANSPORTATION STATE OF WISCONSIN 6 6 S. D. D. 14 C 6 - 5 a S . D . D . 14 C 6- 5a PUMP AND WELL PLATFORM WAYSIDE WELL SHELTER AND SDD 14c6-a Wayside Well Shelter and Pump and Well Platform