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Home My WebLink About041-97_047-97. Details 2r . L DWG FILE: C: \97\22B\97228502 PLOT SCALE: 1: 24.000 PLOT ORIGIN: 0.00,0.00 a i -� � +�7 A4GREGATE FO UNDERDRAIN 3 4" C�ROUP "K" PIPE DEEP, N2 A4GRE4ATE PR01VE0 E�QUIVALENT� Z � z FOR UNDERDRAIN9. du 4n MIN. MIN. pIPE UNDERDRAIN DETAIL NOT TO 9CALE NOTES: 1. GROUP "K" PIPE 9tiALL DE PER INDIANA 9TATE HIGHWAY 9TAN�ARO 5PECIFICATION9 9EGTION 718. 2. CONTRACT012 MAY U5E> AT H19 OPTION, EITNER THE AGGREGATE OR THE FILTER FA�RIC. 2 MAIN ° WYE FITTING 1 45 °EL60W PLAN D(19TIN� 4ROUN0� AT4 PIPE 4S ° ELDOW 45° WYE FITTINU -� ��TERAL _' v LATERAL � 1 / u/FT. / ELEVATION 9EWER MAIN LATERAL DETAIL "6" NOT TO 9CALE MAIN ° WYE FITTING _ I 45°ELDOW PLAN EXI�9 TING GROUND AT9� PIPE � SPELLCHK: 04J17/97 EDiT DATE: 04/17/97 EDI1E0 BY: JMS - 5118 LATERAL z f � op 45° WYE FITTING � " 45° ELDOW LATERAL I ��nIFT' -SEWER MAIN ELEVATION LATERAL D ETA I L"A" NOT TO 9tALE 1 /2' CEMENT MORTAR — 0 � z � 0 � MANH�?LE 9TEP9- AT 16 (MAX) 0. C. 9EE PLAN9 OR 3TRUCTURE DATA TA6LE FOR TYPE OF CA9TING FINI�Ii GRADE :-� � /- CONCRETE "0" RING9 �-� 4'-p�� , � GROUT 9LOPE PREGA9T ECCENIRIC CONE DARREL 9ECTION-48" DIA. A9TM C-478 CLA99 A REINFORCEO CONC. PIPE 4000 P 91 DREAK OUT TOP h1ALF OF PIPE AFTER MANHOLE 19 CON9TRUCTE� OR FORM NEAT CNANNEL. z MANNOLE DENCHWALL (91NGLE � POUR 4000 P91 tONCRETE �, GROU� O�P NEIGHT OF 4ROUTED CFi,�NNEL 9HALL DE ��'•,� • t/2 �IA. FO(2 6" THRU 12' PIPE AND 3/4 DIA. FOR 15' AN� LARGER PIPE. MIN. 8" � • ` • � � UNDER PIPE Q;o o� x� a;o 000 0 '---- — p��A9T CONC. DA9E 6° CLA99 "A° CONCRETE 6" OF °D` DORROW_ f UNOER DA9E STORM MAN N OLE TYPE "C" NOT TO 9CALE 0 �, � �, . � .,�,. �.,, ,..,, ..,,,� , � PON D OU TLET D ETA I L NOT TO SCALE ;V. = 826.85 � PE PLAN 9EE 5TRUCTURE DATA TADLE FOR TYPE OF CASTING � 6��_ " �° DIA. PIPE u I I w Z , �a� 2 DIA. PiPE � g � z w > ao ' Q a , ` � � , � �.. - ° ao CLA99 °A" CONt, EC ION I N LET TYPE "A" NOTE• NoT TO 9CALE ONLY PRE-CA9T OR POURED IN PLACE PERMITTE� � � �r,� , �� 2" PIPE DRAIN FROM DOTTOM OF CUR� TO IfVLET AUGREGATE TO 6E PLACE� AROUN� INLET END OF PIPE �� 3" MIN. DIA. PIPE TO �E KEPT OPEN FOR DRAINA4E OF 9UCGRADE OR DA9E UNTIL 9URFACE IS PLACEO. �� 2" PIPE 6" w � 6" Qo >� , E PIPE — N 2" • � . ' .�ECTION A-A TYPE "MN I N LET NOT TO 9CALE DIA. �MIN � A* C# D* E* K R1 R2 y�IGH�T 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' t. 5 12 1 2' 11' 1100 18' 21 2' 11' 4'-1' 6'-2' 3'-0" 1.8 151 2" 12' 1300 21' 2 3 4" 11' 3'-6' 6'-3' 3'-6' 2.1 16 1 8' 13" 1500 24' 3' 12' 2'-8' 6'-3' 4'-0' 2.3 16 3 16' 14' 1800 27' 3 1 4' 13' 2'-5' 6'-3' 4'-6' 2.6 18 3 16' 14 1 2' 2100 30' 31 2" 14' 1'-10" 6'-3' 5'-0" 2.9 181/2' 15" 2400 33' 3 3/4' 15' 3'-6' 8'-3' 5'-6' 3.1 23 3/4' 17 1/2" 4100 36� 4' 17' 3'-1" 8'-3' 6'-0' 3.4 24 3 16' 20' 4200 * TOLERANCE t1" CONCRETE IN THE9E EN� 9ECTION5 9FiALL DE T11E 9AME GRADE AND 9TRENGTH A9 9PECIFIED FOR REINFORCED CONCRETE PIPE, A.9.T.M. OE914NATION C-76 ( os set out in atandard �pecificationa. ) REINFORCEN�ENT IN TFiE "C" PORTION 9HALL 6E THE 9AME A9 9PECIFIED FOR REiNFORGED CONGRETE, A.3.T.M. DE9IGNATION C-16 FOR THE 9IZE OF CONNECTING PIPE. ( as set out in atandord �pcciflcationa. ) REINFORCEMENT IN THE °D" PORTION 5HALL HAVE A CR059 9ECTIONAL AREA EQUAL TO T11AT OF ONE LAY�R OF'STEEL IN THE'C' PORTION. THE END OF TfiE PIPE CULVERT 9NALL DE PLACE� IN 1}1E GONCRETE ENO 9ECTION 90 THAT T11E FLOW LINE5 ARE FLU9H. THE JOINT 9HALL 6E COMPLETELY FILLED WITH MORTAR IN 3:1 OR 4:1 FILL 5l.OPE, CHANGE TO THE SIOPE 0� THE END 9ECTION IN A 9MOOTFi, PLEA5ING TRAN9ITION APPROXIMATELY 10-0' IN IENGTFI. VARtAT►ON9 {N DIMEN910N9 - TNE THICKNE99 OR1?1E CONCRETE, THE P091TION OF 9TEEL, AND THE INTERNAL �IAMETER OF TF1E PIPE'Sh1ALL CONFORM WITIi 11'1E VARfATI0N9 IN DIMEN910N9 A9 PROVI�EO IN T}1E 9PECIFIGATION9 FOR REINFORCED CONCRETE CULVERT, 9TORM DRAIN, AND SEWER PIPE, A.S.T.M. DE9IGNATION C-76. WHERE VITRIFIED CLAY NLVERT OR CA9T IRON CULVERT PIPE 19 U',SED, A"PIPE END 9ECTION" COMPARADLE TO THAT A3 !lHOWN FOR METAL OR CONCRETE 9h1ALL 6E FURNISMED AND 9MALL DE A5 APPROVED DY 1HE ENGINEER EXLEPT IN AREAS OF At10 OR MINE WATER, THEN TNE U9E OF METAL ENO SECTION 13 PROt11DITED. CONCRETE P�PE TOE ANCHORg 9F1ALL DE REQUIRED ON ALL CONCRETE PIPE END 9ECTION9. 1HE C09T THEREOF 9HALL DE INCLU�EO IN TME CONTRACT UNIT PRICE PER EACH FOR "PIPE END 9ECTION'. �_ t- Q — 0 � � �� 3" PIPE Y D19TANCE �EFINE� DY �.0. T. REQU IREMEN T MIN. 6" TOP901L TO EN9URE GRAg°! 4ROWTH IF NOT ,�.' UN�ER PAVEMENT � ED4E OF P.AVEMENT, tURO GUTTER OR 91MILAR 9TRUCTURE IN TFiE PUDLIC RIGHT-OF-WAY IF WITHIN 5' OF E�D�iE OF — PAVEMENT, U9E D 0012ROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95%'�TANDAR� PROCTOR OEN9ITY FOR ENTIRE TRENCH DACKFILL LEGEND Dt= OUT3IDE DIAMETER D= IN91DE DIAMETER d= DEPTFi OF 6EOOINf� MATERIAL DELOW PIPE ru�nEn►um�.w►v in = . :1.25^pt t i �" ' ;r.. : � . .:� Dc N O1E: ALL INITIAL DACKFILL 9Hl�LL DE IN9TALLED IN 6" TO 12 DALANCED LIFT9. A MINIMUM 9" OF CIEARANCE 9NALL DE PROVIDED ON EACH 91DE OF THE IN9TALLEO PIPE. DEPTM OF 6EDDING MAIERIAL DELOW PIPE � d (MIN) 27° � 9MALLER 3 30° TO 60" 4 66" � LARGER 6 MIN. 12° - I� NOT WITMIN 9' OF EDGE OF PAVEMENT: U!iE "D' DORROW COMPACTED TO 90% 9TANOARA PROCTOR DEN5ITY TO 1 6 OF _ PIPE O�AMETER AND REG�LAR 1/6 Dc DACKFILL TO TOP OF TRENCH d C C C NOT TO 9CALE D19TANCE DEFINE� DY D.O.T. REQUIREMENT �-- MIN. 6° TOP901L i TO EN9URE GRAgS / GROWTH IF NOT _ . _ , �NDER PAVEMENT .�. . � ` _r �� k�- �� ,1 .0 L . ,i . �-r- � -a ' �. t � � } , I� � G �._�� . . � . 1i � ��s�� I� '""i �. MiNIMUM WtOTM =� = y�i • EDGE OF PAVEMENT, CURD 1.:�� _' 1.25 pc + 12° :i ��r- 4UTTER OR 91MILAR 9TRUCTURE Tr�r� . � -��` IN THE PU�LIC RIGHT-OF-WAY u IF WITFiIN 5' OF EDGE OF PAVEMENT, U9E *S CRU9HED 9TONE OR APPROVE� EQUIV. CLA99.I DED�ING D� MATERIAL HANO TAMPED Ojt WALKEO INTO PLACE TO MI�V OF 12' ADOVE TOP OF PIPE AND 6" DORROW COMPALTE� TO 95% 9TANDARD PROCTOR DEN 31T1' TO TOP OF TRENCH. N OTE: ALL INITIAL DACKFILL 9NA�.L LE4END DE IN9TALI_ED IN 6" TO 12' DALANCED LIFT9. Dt= OUT910E DIAMETER A MINIMUM 9" OF CLEARANCE D= IN'S10E DIAMETER 9HALL DE PROVIDED ON EACN d= DEPTH OF DEDDINU 910E OF TFiE IN9TALLED PIPE. MATERIAL 6ELOW PIPE DEPTM OF DEDDING MATERIAL DELOW PIPE --1 F- N + W PLAN VIEW — GROOVF� END ON OUTLET EN� \ TONbUE END ON INLET END D G i-! � F-� g � � (OR TON4U� TO �E SAME A9 ON STANDARD F�INFORCED CONtRETE PIPE A�TM DE91yNATEG C76 J / CUg9'A� CONCRETE J �NGITUOINAL SEtTION -� a � lr .0 � � 1° °l ° 1 - � P l. 0 � � d (MIN) 27" � 9MALLER 4 30" TO 60" . 4 66' E LAR4ER 4 1 PLAgTIC PIPE Q�VC � HOPq 6EDDING OETAIL noT ro xA� MIN. 12" - IF NOT WITHIN 9' OF E�GE OF PAVEMENT, U�E +e8 CRU9FiED �TONE OR APPIQOVE� EQUIV. CLA99 I 6EDDIN4 MATERIAL NAN� TAMPED O�t WALKED INTO PLACE TO MIN. OF 12' ADOVE TOP OF PIPE AND REGULAR 6AGKFILL TO - TOP OF TRENCH. d 10" ORIFICE PLATE C ON !lIDE 9LOPE WI1EN CALLED FOR ON PLAN9 �' PAVED 91DE _______ DITCH PIPE CONCREIE CULVERT I �0 SECTION � � � ..... . :.....: ...... ...... . .. . -: , -- — _: � � _ _: ; ----: — „ re�rr ; �. :._ _. �, ; . ' .��li �{i , co�wu�� rv�m o� cu�v�T � . lr 1 PAY LENGTH OF CULVERT �� •°�CTION , � ` � �ENGTFi m) . l �' ." i . gLOPE DETAIL I 1 /2rR gEGTION Y-Y � l, 12" c. To c. MAX.3PACING HppK f(Tl'Pl ' � ' 'b .. ' � � � N 1 1/2"R ' CLA�9 "Ay CONGRETEp E+P CTION 8-A CONCRETE PIPE TOE ANCHOR PRECAgT CONCI�TE END 9ECTIQ� �� • O U °° � v� - .�.� t� u � u M� � _ � ��n �W �a-,� W ` � �:. W � z h W ` � y� o W� O U N c Zz�� W � ''� z ` r F� � �i V °' � �' a z za Z w ~T a (� U a �� M„� U 0 Z a Z E"'� z � � Q A w J � z W Z A � O O � V � a w � � � � r� � �, Uxa W � � � W � � � vy � � ..� � ``�� i u►riii��i ,�`�� R �''% `��\�'C`�.��,{',\STFRE��G ��' ; �:� N0. ��:� : _ * 890,303 * = � STAIE OF ; � . �` '.� �'•.. ' �. �i� /NDIAN�••''G�`�� ,��jpN.. .. � `\\`. � � �u � R IFIED BY � � � J � � W � � � � �n O � 0 � Q W [j'��nn � u V 0 � � . � � � � DATE: 04/15/97 SCALE: AS SHOWN DRAWN BY: P.E.D. CHKb BY: R.R.H. .IOB NO. 97-228 REVISIONS SHEET NO. � U o� oF