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HomeMy WebLinkAbout23-96.33L .) 14 J U 9 1() K I 10' MMMUM OR TO EDGE a SAFETY LEDGE PLAN VIEW � v v . .... "'0 i"lyo roe I~ a GEOTEXTILE (WE NOTES) SAFETY am SEE "a= 01m SECTION FOR DETAIL H RIPRAP DETAIL 0 END SECTION c3 Saw cut saw cut ;tone w then brook out. 0.3 D --� � -'"'I [— 0.3 D PAVEMENT REPAIR SECTION DETAIL 12 (D.C.A.M. 0 93.01) ; 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO ' `•� BE USED UNDER ALL 1 PAVED AREAS) • / NOTE 4, i � 4, SOIL w BACKFILL MATERIAL PLACEMENT ° / CLASS I, II, III, & IV v �\ OF THE U.S.C.S. SOIL Z CLASSIFICATION ij BEDDING SYSTEM. INITIAL BACKFILL AREA SPRING LINE OF PIPE 6" MIN. - 12" MAX. I.D. / HAUNCHING AREA BEDDING AREA / O.D. OF PIPE FOUNDATION 6" MIN.— (REQUIRED IN UNSTABLE SOIL) 12" MAX. 12" 12 STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL TOP OF BANK 100 YR. FLOOD ELEVATION- 830.32 4,• � fin.. , I r NORMAL POOL ELEVATION- 827.50 EROSION CONTROL MATTING NORTH AMERICAN GREEN wok S -75 OR EQUAL TYPICAL LAKE SECTION 8 cso3 if 2500 psi CONCRETE BOTTOM OF TRENCH \ Perspective View -earth cut away \ To be used when dear distance between pipes Is 18" or less, or where noted on the drawings. CONCRETE CRADLE 9 0803 TOP OF BANK 100 YR. FLOOD ELEVATION- 833.13 4'Las , , = NORMAL POOL ELEVATION- 830.00 EROSION CONTROL MATTING) 7 NORTH AMERICAN GREEN wok S -75 OR EQUAL TYPICAL LAKE SECTION 10 C803 GRADE - (NEW OR EXISTING) TOP SOIL - r• � `► � /, 1/ 1 M1 /14 SAND 97 AGGREGATE a0 PERFORAIM PIPE FILTER ro FABRIC 4' 4' (MIN.) (MIN.) SUBSURFACE: FOR SPECIFICATIONS, SEE TNDIANA HIGHWAY STANDARD SPECFTCATION, SEC. 718.01. 71&02. 71 8.03 AND 718.04. FILTER FABRIC: USE DUPONT "TYPAR'. WEBTEC "TERRAIV SD" OR EQUAL SUBSURFACE DRAIN DETAIL 4 C803 GRADE VA I RIES NEW OR EXISTING) L i iil i- TYPICAL SWALE SECTION Y N fi � N <I I Grooved end on outlet end tongue end on Inlet end 1: 1 PIPE I CONCRETE CULVERT END SECTION I COMPUTED LENGTH OF CULVERT RIP BE PLACED END SECTION PAY LENGTH ON SIDE SLOPE WHEN CALL FOR ON PLANS _ OF CULVERT LENGTH (D) ED SLOPE DETAIL i ' A a I �+- s 0 9. t-3- o Groove (or tongue) to is be the some as on standard reinforced concrete pipe ASTM designation C76 I A CLASS 'A' CONCRETE �r- LONGITUDINAL SECTION 1 1/2'r SECTION Y -Y 12 "C to C MAX.SPACIN HOOK BOLTS 0 CLASS 'A' CONCRETE I E +2T I SECTION A —A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA (MIN) A C D E K RI R2 A IG°T WEIGHT 12" 2" 5" 4' -3" 6' -2" 2' -0" 1.3 101 8' 9" 800 15- 2 1/4- 7" 4' -0- 6' -3" 2' -6" 1.5 12 1/2- 11 1,100 18" 21 2' 11" 4' —l" 6' -2" 3' -0' 1.8 51 2 12" 1,300 21 2 3/4- 11" 3' -6- 6' -3" 3' -6" 2-1 16 1/80 /3" 1,500 24" 3" 1' -0" 2' -8" 6' -3" 4' -0" 2.3 16 3/16* 14" 1,800 27" 3 1/4" 1' -1" 2' -5" 6' -3" 4' -6" 26 181/2' 141/2" 2,100 30' 3 1/2" l' -2" 1' -10" 6' -3" 5' -0" 2.9 18 3/16-15- 2,400 33" 3 3/4" V -3" 3' -6" 8' -3" 5' -6" 3.1 8 11r 17 1/2"1 4,100 36" 1 4' V -5" 3' -1' 8' -3" 6' -0" 3.4 P3 3/4" 20" 1 4.200 TOLERENCE +/— 1" PRECAST CONCRETE END SECTION 6 I OOOOOpp OOOOOD 000000 I °0000° GRADE NESTED AH TYPE CASTING T.C. No. 1772 -A I I I U ( I I I B I I STANDARD REINFORCED CONC. BASE STORM MANHOLE DETAIL Ca303 r GUTTIR CASIM N SPECIAL RQLL CURB INLET 2 C803 C� Q GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T.C. 4" MIN 24" ''; , RISER RING OPENING x:w Co I I I I I B 1 I STANDARD REINFORCED CONC. BASE R7= BEEHIVE INLET DETAIL 3 0803 1 2 3 1 4 1 5 1 6 1 7 8 1 9 1 10 1 13 1 14 1 15 i Revidon8 3 /25 /96— DMW— REVISED TRENCH do PIPE EMBEDMENT DETAIL IM K J H F GAZ S No. 9300469 ill STATE OF E CERTIFIED BY Tills MANX AND 1W OFAS, DESIGNS AND COIIC %CON MO HE M ARE 1NE DnUM Ii16 IWRIAL PROPERTY OF SOIEEE8 BOOM CORPORA10 IMO ARE NOT TO HE USED OR REPRODUCED IN IME OR w PART, wIIMIT IIE 011 C0115017 OF SCHM R D E119"MIM CORPOR MK ®1995, Schneider Engineering Corporation 'on C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIS • US 317- 898 -8282 Geology 317- 899 -8010 Fax A Partnered Entity with Bohlen. Meyer, Gibson Associates, Incorporated C. P. MORGAN COMUNPI'IES, LP. PARESIDE VILLAGE SECTION i & 2 e CARM INDIANA STORM SEVER DETAILS Date Project No. Drawn Approv. 02/23/96 1054 DCC Computer FUes Sheet No. A ,k \t o54\0wcs\m \t o54cso3.DrrG (C803 '��E�:�iT1• 1_0 LEW 0 ' ©© P� STORM MANHOLE DETAIL Ca303 r GUTTIR CASIM N SPECIAL RQLL CURB INLET 2 C803 C� Q GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T.C. 4" MIN 24" ''; , RISER RING OPENING x:w Co I I I I I B 1 I STANDARD REINFORCED CONC. BASE R7= BEEHIVE INLET DETAIL 3 0803 1 2 3 1 4 1 5 1 6 1 7 8 1 9 1 10 1 13 1 14 1 15 i Revidon8 3 /25 /96— DMW— REVISED TRENCH do PIPE EMBEDMENT DETAIL IM K J H F GAZ S No. 9300469 ill STATE OF E CERTIFIED BY Tills MANX AND 1W OFAS, DESIGNS AND COIIC %CON MO HE M ARE 1NE DnUM Ii16 IWRIAL PROPERTY OF SOIEEE8 BOOM CORPORA10 IMO ARE NOT TO HE USED OR REPRODUCED IN IME OR w PART, wIIMIT IIE 011 C0115017 OF SCHM R D E119"MIM CORPOR MK ®1995, Schneider Engineering Corporation 'on C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIS • US 317- 898 -8282 Geology 317- 899 -8010 Fax A Partnered Entity with Bohlen. Meyer, Gibson Associates, Incorporated C. P. MORGAN COMUNPI'IES, LP. PARESIDE VILLAGE SECTION i & 2 e CARM INDIANA STORM SEVER DETAILS Date Project No. Drawn Approv. 02/23/96 1054 DCC Computer FUes Sheet No. A ,k \t o54\0wcs\m \t o54cso3.DrrG (C803 BEEHIVE INLET DETAIL 3 0803 1 2 3 1 4 1 5 1 6 1 7 8 1 9 1 10 1 13 1 14 1 15 i Revidon8 3 /25 /96— DMW— REVISED TRENCH do PIPE EMBEDMENT DETAIL IM K J H F GAZ S No. 9300469 ill STATE OF E CERTIFIED BY Tills MANX AND 1W OFAS, DESIGNS AND COIIC %CON MO HE M ARE 1NE DnUM Ii16 IWRIAL PROPERTY OF SOIEEE8 BOOM CORPORA10 IMO ARE NOT TO HE USED OR REPRODUCED IN IME OR w PART, wIIMIT IIE 011 C0115017 OF SCHM R D E119"MIM CORPOR MK ®1995, Schneider Engineering Corporation 'on C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIS • US 317- 898 -8282 Geology 317- 899 -8010 Fax A Partnered Entity with Bohlen. Meyer, Gibson Associates, Incorporated C. P. MORGAN COMUNPI'IES, LP. PARESIDE VILLAGE SECTION i & 2 e CARM INDIANA STORM SEVER DETAILS Date Project No. Drawn Approv. 02/23/96 1054 DCC Computer FUes Sheet No. A ,k \t o54\0wcs\m \t o54cso3.DrrG (C803