Midwestern Engineers, Inc. Plan Preview

STATE OF N 19800122 J O H N W . W E T Z E L P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D I N D I A N A o P.O. Box 295 Loogootee, Indiana 47553 Midwestern Engineers, Inc. 802 West Broadway Street Quality Engineering Services Since 1959 802 West Broadway St., P.O. Box 295 Loogootee, IN 47553 Ph: 812-295-2800 6809 Corporate Drive, Indianapolis, IN 46278 Ph: 317-334-0262 Website: midwesterneng.com Email: meinc@midwesterneng.com Fax: 812-295-2801 Consultants Civil Mechanical Electrical Inc. Engineers, Midwestern 2019 9/18/19 BID SET Author: DKOONTZ, Plot Date: 10/14/2019 7:34 AM Path: Z:\CAD_INCOMPLETE\2018022-00_CITY OF HUNTINGBURG_WS_DISTRIBUTION SYSTEM IMPROVEMENTS AND PLANT UPGRADES\025_PRODUCTIONDWG_DIV 2\05 - 08 SITE PLANS.DWG WATER SYSTEM IMPROVEMENTS DIV. II - WATER TREATMENT PLANT IMPROVEMENTS FOR THE CITY OF HUNTINGBURG DUBOIS COUNTY, INDIANA SITE ACCESS DRIVE AND FENCE DETAILS SCALE: 1" = 40' 0 20 40 HIGH SERVICE PUMP STATION 404,000 GALLON CLEARWELL MASTER METER CONNECTION TO DUFF WATER EXISTING BLOW-DOWN TANK EXISTING BACKWASH TANK NEW SLUDGE DRYING BEDS ELEC. TRANSFORMER SLUDGE BLOW-DOWN VALVE VAULT CONCRETE S.R. 64 GC.04 39522 7'-6" 7'-6" STONE ACCESS DRIVE DETAIL 8" COMPACTED INDOT NO. 53 CRUSHED STONE ROLLED/COMPACTED IN (2) 4" LIFTS OVER US 250 WOVEN GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC AND COMPACTED SUB-GRADE 8'-3" 8'-3" CONCRETE ACCESS DRIVE DETAIL 6" THICK CONCRETE DRIVE WITH FIBER MESH REINFORCEMENT OVER 8" COMPACTED AGGREGATE TYPE "O" No. 53 OVER US 250 WOVEN GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC AND COMPACTED SUB-GRADE NEW STONE ACCESS DRIVE EXISTING WATER TREATMENT PLANT BUILDING DRYING BED No. 1 DRYING BED No. 2 DRYING BED No. 3 DRYING BED No. 4 NEW BLOW-DOWN TANK NEW BACKWASH TANK TURNBUCKLE TENSION BAR 10'-0" [3048MM] MAX SPACING ADJUSTABLE TRUSS ROD 1.66" [42.2MM] (1 5/8") OD OPTIONAL CORNER ARM BRACE RAIL BOTTOM SELVAGE RAIL TIE ROUND END & CORNER POST POST TOP KNUCKLED HOG RING CHAIN LINK FABRIC, TOP SELVAGE TWISTED TOP RAIL (1 5/8") OD 1.66" [42.2MM] WIRE TENSION LINE POST TIE (ROUND OR "C") 45° B/W ARM LINE POST LINE WIRE W/ 4 PT BARBS EA CONSISTING OF 2 STRAND (3) STRANDS OF BARBED WIRE, CORNER POST ROUND END & 96" 108" 3" 24" 42' 36" 36" 3" 12" CONC. TYPICAL 2" [50MM] ALL JOINTS WELDED TO MAKE A SOLID FRAME TENSION BAR (TYP 4 SIDES) 2 1/2" [64MM] SQ GATE FRAME (TYP 4 SIDES) 2" [50MM] POST 20' OPENING - FACE TO FACE GATE POST GATE 0.1126 1'-1" [330MM] 0.1501 W/ STRIKE STRAP FULCRUM LATCH 0.1126 DROP BAR 108" POST TOP CHAIN LINK FABRIC #9 GAUGE WIRE MESH FABRIC FENCE SECTION ELEVATION - ROUND END POSTS (2)- 10' WIDE DOUBLE SWING GATE ELEVATION 246' 162' 66' 18' 53' R30' R30' SEE SHEET GC.01 FOR NORTHING AND EASTING COORDINATE LOCATIONS FOR NEW ACCESS DRIVES 15' 15' SEE SHEET GC.01 FOR NORTHING AND EASTING COORDINATE LOCATIONS FOR NEW ACCESS DRIVES R35' R15' R15' R84' 52' 126' 14' 69' 47' 1/2" FOAM EXPANSION JOINT WITH SEALANT 6" T. CONCRETE w/ 6X6-W1.4XW1.4 WWF 8" - #53 COMPACTED AGGREGATE TOOLED OR SAWED JOINT DEPTH = T/4 (MIN.) WITH SEALANT 6" T. CONCRETE w/ 6X6-W1.4XW1.4 WWF 8" - #53 COMPACTED AGGREGATE 6" T. CONCRETE w/ 6X6-W1.4XW1.4 WWF 8" - #53 COMPACTED AGGREGATE PAINT SURFACE WITH BOND BREAKING AGENT PRIOR TO POURING ADJACENT SLAB 1/2" x 16" DOWELS w/ PRE-ATTACHED SLEEVE TO ASSURE SLIPPAGE COMPACTED SUB-GRADE COMPACTED SUB-GRADE COMPACTED SUB-GRADE EXPANSION JOINT SCALE: 1" = 1'-0" CONSTRUCTION JOINT SCALE: 1" = 1'-0" CONTROL JOINT SCALE: 1" = 1'-0" NOTE: NEW FENCE SHALL MATCH EXISTING FENCING. CONTRACTOR SHALL VERIFY HEIGHT AND STYLE OF EXISTING FENCING PRIOR TO ORDERING. SEE SHEET GC.01 FOR NORTHING AND EASTING COORDINATE LOCATIONS FOR NEW CHAINLINK FENCE 18' SPACING = T (IN) x 2.5 (FT/IN) (MAX.) MESH FABRIC #9 GAUGE WIRE 6" - THICK CONC. W/ 6x6 W1.4xW1.4 W.W.R. 8" - #53 COMPACTED AGGREGATE DIV. III - WTP IMPROVEMENTS SOLAR FIELD ADDITION (NOT PART OF THIS CONTRACT) EXISTING OUTFALL STRUCTURE INSTALL NEW 20' WIDE DOUBLE SWING GATE. SEE DETAIL THIS SHEET. INSTALL NEW 12" RCP CULVERT WITH CONCRETE END SECTIONS. SEE DETAILS ON SITE GRADING PLAN, SHEET GC.02 INSTALL ONE (1) NEW 12" RCP CULVERT WITH CONCRETE END SECTIONS. SEE DETAILS ON SITE GRADING PLAN, SHEET GC.02 NEW CONCRETE ACCESS DRIVE (3) STRANDS OF BARBED WIRE 96" WOVEN GEOTEXTILE FABRIC WOVEN GEOTEXTILE FABRIC WOVEN GEOTEXTILE FABRIC WOVEN GEOTEXTILE FABRIC COMPACTED SUB-GRADE 8" - #53 COMPACTED AGGREGATE WOVEN GEOTEXTILE FABRIC COMPACTED SUB-GRADE NEW 15' WIDE STONE ACCESS DRIVE SEE DETAIL BELOW. CONTRACTOR SHALL STRIP TOPSOIL, PROVIDE ADEQUATE FILL MATERIAL IF NECESSARY, AND PROPERLY COMPACT SUB-BASE PRIOR TO PLACING STONE NEW 18' WIDE CONCRETE ACCESS DRIVE SEE DETAIL BELOW. CONTRACTOR SHALL STRIP TOPSOIL, PROVIDE ADEQUATE FILL MATERIAL IF NECESSARY, AND PROPERLY COMPACT SUB-BASE PRIOR TO PLACING CONCRETE NEW CONCRETE SIDE DITCH. SEE DETAIL BELOW 3'-0" 5" 6" 6" 2 1/2" ±1/2" PAVED SIDE DITCH NOT TO SCALE #4 DEFORMED BAR (TYP. SPACING AT 1'-0") GRADE 4.5' R. 6:1 SLOPE 68'x403'x8" THICK NO. 2 CRUSHED STONE ROLLED/COMPACTED IN (2) 4" LIFTS OVER US 250 WOVEN GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC TO BE PLACED AROUND THE DIV. III SOLAR FIELD ADDITION. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE FABRIC/STONE WITH THE DIV. III CONTRACTOR. Do Not Use Plan Previews for Take Off