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HomeMy WebLinkAboutC801 Project DetailsSJCA5:04:57 PM6/27/2023Model:Project DetailsH:\Projects\2021\Engineering\21EN019_WHITE_RIVER_GREENWAY_NORTH_EXTENSION_SJCA\CAD\Sheets\C801.dgnUser:PersonalChecked:REVISIONProject #:Scale:Date:DATEDrawn:SYMSHEETSSHEET5051OFBefore You Dig.Call Two Full Working Days Per Indiana State Law IC8-1-26,SJCA Inc.P RELIM IN ARY07/30/2021Field Survey:02/28/202302/28/2023Phone: (317) 566-06299102 North Meridian Street, Suite 200, Indianapolis, IN 46260NORTH TRAIL EXTENSIONWHITE RIVER GREENWAYHAMILTON COUNTY, INDIANACARMEL CLAY PARKS & RECREATION21EN019C801PROJECT DETAILS2'-0"2'-2"8'-2"7'-0"28 1/8"22"6,5005"48" 3:1 FIL L S L OP E OF CULVERT SLOPE DETAIL PAY LENGTH COMPUTED LENGTH OF CULVERT CULVERT PIPE LENGTH (D) END SECTION4:1 FI LL SLO PEEND SECTION CONCRETE CALLED FOR ON PLANS ON SIDE SLOPE WHEN RIP RAP TO BE PLACED 1 1/2"r 1 1/2"r DIA R 1 SECTION Y-Y CONCRETE CLASS 'A' BOLTS HOOK MAX.SPACING 12"C to C 2'-0"E+2T CONCRETE PIPE TOE ANCHOR SECTION A-A ASTM designation C76 reinforced concrete pipe be the same as on standard Groove (or tongue) to inlet end tongue end on Grooved end on outlet end 3" A A CLASS 'A' CONCRETETTDIAB=(D-C)C D 9"TADIA-1"6"2'-0"Y Y 6" 9"ETTTTDIAMAX. SPACING12"C to CR2TOLERANCE +/- 1"* 4,200 4,100 2,400 2,100 1,800 1,500 1,300 1,100 800 20" 17 1/2" 15" 14 1/2" 14" 13" 12" 11" 9" 18 1/2" 16 3/16" 23 3/4" 18 1/2" 18 3/16" 16 1/8" 15 1/2" 12 1/2" 10 1/8" 3.4 3.1 2.9 2.6 2.3 2.1 1.8 1.5 1.3 6'-0" 5'-6" 5'-0" 4'-6" 4'-0" 3'-6" 3'-0" 2'-6" 2'-0" 8'-3" 8'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-2" 6'-3" 6'-2" 3'-1" 3'-6" 1'-10" 2'-5" 2'-8" 3'-6" 4'-1" 4'-0" 4'-3" **** 1'-5" 1'-3" 1'-2" 1'-1" 1'-0" 11" 11" 7" 5" 4" 3 3/4" 3 1/2" 3 1/4" 3" 2 3/4" 2 1/2" 2 1/4" 2" 36" 33" 30" 27" 24" 21" 18" 15" 12" 21RRKEDCA (MIN) TDIA LONGITUDINAL SECTION PLAN VIEW DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE APPROX. WEIGHT PRECAST CONCRETE END SECTION STRUCTURES 100 & 103 3'-0"3'-0"6"2'-0"6"6"2'-0" 6"3"2"2" 24"2'-9"12"24"2"2"3"T.O.C. - 752.00 INV. - 750.14 12" OUTLET PIPE 2-#5 REINF. BARS NEENAH CASTING R-3405 OUTLET STRUCTURE STRUCTURE 1043'-0"3'-0"6"2'-0"6"6"2'-0" 6"3"2"2" 24"2'-9"15"24"2"2"3"INV. - 747.75 15" OUTLET PIPE 2-#5 REINF. BARS NEENAH CASTING R-3405 OUTLET STRUCTURE STRUCTURE 102 T.O.C. - 752.00 VARIABLEVARIABLEVARIABLE ON SEAM 2.0' OVERLAP ON PLANS GRADE AS SHOWN 3:1 SLOPE3:1 SLOPEINFILTRATION TRENCH CROSS-SECTION (N.T.S) VARIABLE 12" WASHED NO. 2 STONE 40% TOPSOIL) (60% SAND/ TOPSOIL MIX UNCOMPACTED 12" SSD @ 0.25% (MIN.) 6" DUAL WALL PERFORATED EROSION CONTROL SEEDING LIMITS (VARIABLE) BED). NO AIR GAPS. WOVEN ON TOP OF STONE SIDES. (NON-WOVEN ON SIDES, FILTER FABRIC - FLUSH WITH