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HomeMy WebLinkAbout67-96.58MI L KI JI 1 I"--1 Y F I, — cal eI ►- T - , 13 I o �I Grooved and on outlet end tongue end on Inlet end 2 I 3 I 4 I 5 6 I 7 I 8 REQUIRED COMPACTION TABLE X STANDARD PROCTOR DENSITY (ASTM D 2321) RACKFILL MATERIAL - (SFF NnTFI TRENCH AREA CLASS I CLASS II CLASS III CLASS IV BEDDING FLAT SHOVEL 85X 9 UNDISTURBED BOTTOM HAUNCH 12" 85X 9076 NO INITIAL BACKFILL NO COMPACTION 85X 90X NO 9 I 10 I 11 REQUIRED COMPACTION TABLE X STANDARD PROCTOR DENSITY (ASTM D 2321) RArwFu I 11ATFRIAI — (QFF Mn MN TRENCH AREA CLASS I CLASS II CLASS III CLASS IV BEDDING SHOVE[ 85% 9 UNDISTURBED BOTTOM HAUNCH 12" 85X 90% NO INITIAL BACKFILL 1 /2 TRENCH 85X 90X NO 12 ( 13 I 14 1 15 1 NEENAH R -1642 W/SEIF SEALING LID (OR EQUAL) FINISH GRADE - - - - - - J - - -'� DIA T MIN NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING. C NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, E K RI R - - - 12" 2" 1 /2 TRENCH IT MUST ALSO BE USED FOR HAUNCHING. 6' -2" 1 /2 TRENCH IT MUST ALSO BE USED FOR HAUNCHING. 101 8" s 7 -O' DIA. RRECAST CONC PIPE I CULVERT I CONCRETE 4' -0" DEPTH MIN. 2' -6" 1.5 DEPTH MIN. 11 1,100 18" TAPERED CONE 11" I END SECTION 3' -0" 1.8 5 1/2@ 12" 1,300 21" BISMATIC COATING 11" 3' -6" SECTION I 2.1 16 1/80 13" (GRANULAR MATERIAL TO 24" 3" (GRANULAR MATERIAL TO OVER RISERS 6' -3" '+ 2.3 16 3/16* 14" .\•. '••. •• BE USED UNDER ALL 3 1/4N V -1" BE USED UNDER ALL 6' -3" 4' -6" " 18 1/2* COMPUTED LENGTH OF CULVERT PAY LENGTH END SECTION \••••� RIP RAP TO BE PLACED ON SIDE SLOPE WHEN \i • PAVED AREAS) 1 . w -10 . • 6 -3 PAVED AREAS) 1 • N 0 TE 2.9 18 3/16 --- - - _p - - -- 33" OF CULVERT LENGTH (D) CALLED FOR ON PLANS 8' -3" 4 4 \ NOTE BACKFILL MATERIAL 8 1/20 4' 4' BACKFILL MATERIAL y m �;c W 4" A i 3' -1" 8' -3" SOIL a- /�� 20" SOIL w /�� +/- 1" SLOPE DETAIL PLACEMENT ° CLASS I, II, 111, & IV PLACEMENT ° CLASS I, II, III, & IV OF THE U.S.C.S. SOIL �\ OF THE U.S.C.S. SOIL v Z CLASSIFICATION Z CLASSIFICATION• R �� BEDDING SYSTEM' BEDDING SYSTEM. :: m 1 ` A < j < r' 3" o I Groove (or tongue) to i4 be the some as on standard reinforced concrete pipe ASTM designation C76 I A CLASS 'A' CONCRETE �-:- LONGITUDINAL SECTION F 11 1 1/2'r SECTION Y -Y 12 %toC AX. ACING HOOK BOLTS o CLASS 'A' CONCRETE E +2T SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T MIN A C D E K RI R APPROX. 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" 12 1/2" 11" 1 4' -1" 6' -2" 3' -0" 1.8 5 1/2@ 12" 1,300 21" 2 3/4 11" 3' -6" 6' -3" 3' -6" 2.1 16 1/80 13" 1,500 24" 3" 1' -O" 2' -8" 6' -3" 4' -0" 2.3 16 3/16* 14" 1800 27" 3 1/4N V -1" 2' -5" 6' -3" 4' -6" 2.6 18 1/2* 14 1/2* 2,100 r 30 w 3 1 /2 , w 1 -2 1 . w -10 . • 6 -3 • w 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 1/20 117 1/20 4,100 36" 4" 1' -5" 3' -1" 8' -3" 6' -0' _ 3.4 P3 3/4" 20" 4,200 TOLERENCE +/- 1" PRECAST CONCRETE END SECTION 12 C802 b 1 1' 1 11 /' • 1' 1 �1 C 1 �I r 1:II© top ft'q .. A a § C► • .i. t•,�. v SIZE OF STONE X OF TOTAL WEIGHT LARGER THAN GIVEN SIZE 3K 0 2K 20 x 50 OX 90 A WHERE K = d50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d50 SAFETY LEDGE SEE LAKE CROSS SECTION FOR DETAIL . m INITIAL BACKFILL AREA INITIAL BACKFILL AREA As � RUBBER MANHOLE STEPS 4' -0' DIA. 12 MIN.— SPRING LINE OF PIPE 12" MIN. SPRING LINE OF PIPE No. 8 STONE I.D. .D. PLAN //� i/ HAUNCHING AREA 'i /'i //I HAUNCHING AREA CAST IN PLACE \ / : . \ \ / /\ OR PRECAST r ' .'.i'.'.'.'.'.'.' /4 O 1 Y EA. WAY `\ BEDDING AREA BEDDING AREA \ a 0•e 0•e O•e a O•e •e O•• O•o 0•e e•O•e °0•e °O•e °O•o'0. a °0•e•O•e•O•e•O °' °°• °' °' °'O°' ° ° °' ° ° °' ° ° °' °'° 6' MIN. STONE REQUIRED O.D. OF PIPE O.D. OF PIPE UNDER MANHOLE BASE FOUNDATION FOUNDATION 4" MIN.- " (REQUIRED IN UNSTABLE SOIL) 4" TIN. " (REQUIRED IN UNSTABLE SOIL) I 6' -0' DIA. FOR CAST IN PLACE I FOR LEVELING AND SUPPORT No. 8 STONE , 2" 12 12" 12 4 - MIN. MANHOLE BASE FOR PRECAST STORM SEWER (MIN.) (MIN.) SECTION A —A PIPE EMBEDMENT s SANITARY MANHOLE DETAIL TRENCH & PIPE EMBEDMENT DETAIL 9 c�2 CARMEL Cso2 C802 TOP OF BANK 100 YR. FLOOD ELEVATION S. � 1— NORMAL POOL ELEVATION EROSION CONTROL MATTING) NORTH AMERICAN GREEN BOTTOM ELEVATION S -75 OR EQUAL TYPICAL LAKE SECTION ,o 0802 GRADE VARIES (NEW OR EXISTING) 1 GRADE (NEW OR EXISTING) 3.25' 3.25' �' - MPx 3•, s''°p I I I I STANDARD HYDRO I 1 1 S -150 EROSION CONTROL SEEDING W /STRAW BLANKET AS MANUFACTURED BY MULCH & TACKIFIELD NORTH AMERICAN GREEN TYPICAL SWALE SECTION C802 3' to 4' (75an TO t00mm) HGH LEVER TO BE STIYIPED AS FOLLAwS: S is for Storm Sewer SS is for Sanitary Sewer D is for Subsurface or Base Drain C is for Conduit G is for Gas W is for Watx NOTES' 1. Curb to be stamped at all locations where any of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep, CURB STAMP I NORMAL GRADE - 1/4" PER FOOT MIN.-1/8- PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION.'` PLUG SHALL BE ABLE \ TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE -� UNLESS OTHERWISE SPECIFIED APPROX. 90' 1 / ISOMETRIC PLAN MN� MAIN WER LONG RADIUS SECTION A —A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER K6 0802 I -,,-COVER & SEAL * BELL HOLES SHALL BE PROVIDED I AND THE TRENCH PREPARED SO I I USE 6" SEWER THE BOTTOM IS PROPERLY I I OTHERWISE R PIPED � ER PE UNLESS SUPPORTED THROUGHOUT ITS I I I LENGTH. I I I APPROX 90' I I I i 9 PLANp VIEW. y 4" I. 1 34'0.0. GASKET D?AIIz SECTION A —A ADJUSTI" 'G RING DETAIL 2 (FIGURE 5 -4B) C802 iLONG RADIUS CURVE DIAMETER AS - - -- J L- --- - - - - -- - - - - - -- SPECIFIED I I ON PLANS 2500 psi CONCRETE , W I •SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN BOTTOM OF TRENCH ` Perspective View -earth cut away WYE & LATERAL CAPPING DETAIL 7 �" , C802 \` To be used when dear distance between pipes Is 18" or less, or where noted on the drawings. oss0 CONCRETE CRADLE 3 000000 131313 O 00 C802 000000 000000 00000 GRADE No. 1772 -A T.C. 1 NEENAH CASTING 30" DIA. 2 (RCP OR PRECAST) I e I z I a W (1) LINE 0.116 PIPE x: W.W.F. I 4' -0" SQUARE BASE STORM MANHOLE DETAIL Ca 8 2 .AL UTILITY CROS 13 14 15 a Er MOLEr sir " DONT D143 BIND" 1400 -$82 -6644 CALL TOLL FREE 1= 800428 -6200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMEN NIG WORK. Revisions B.E.T. 8 -20-96 REVISED PER T.A.C. CO AMEENTS IL K J H G F o O S• E�'�r0y °p' F° No. 9500028 t STATE OF i >� ��•c�. �iyDl AN.P,.� G�� E _7ONAL CERTFIED BY THIS WATWJG AND THE MM DESIGNS MID CONCEPTS CONTAM HOMN ARE 1HE D OULS E INMiECTUAL PROPERTY OF SI #*= DOES= CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN OIOLE OR N PART, WNW THE NUNN CONgNT OF SCIIEDDI C D+eNEo" OWJWIKK 01996, Schneider Engineering Corporation on 11 r � Sc�ine�ider Co LJ ration C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GLS • US 317- 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated BDC /CARDINAL ASSOCIATES, L.P. ROOKS LANDING AT PRAIRIE VIEW, SECTION 0 e CARiiBL, INDIANA GENERAL DETAILS Date Pm'ect No. Dr a APP my 07 31/96 1065.21 D.T.R. Computer Files Sheet No. A 1 \1065\DWGS\21 \C802.DWG (C8®2