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Home My WebLink About04120001-2.13rq N r� in a X a �i X Q N a o � � N .o in a� E Ln - o 00 (_0 N u Ln o 0 z z Q d 0 0 Q) 0 m 6 0 �W J „`a�aataiatsetnut� m CD n �® O � EDGE OF PAVEMENT, CURB, MIN. 6” TOPSOIL TO GUTTER OR SIMILAR STRUCTURE ENSURE GRASS GROWTH IN THE PUBLIC RIGHT -OF -WAY T� STANDARD HEX. HEAD BRASS PLUG. TOP OF 5' _ 0" MAX. FINISH FLOOR CASTING ELEV. AS SHOWN IN PLANS. WITHIN 5' OF EDGE OF PAVEMENT "B" BORROW OR EQUN, GRANULAR REGULAR NOTE. MATERIAL COMPACTED TO 90% STANDARD BACKFILL WITHIN 5' OF EDGE OF PAVEMENT GROUND LINE� PROCTOR DENSITY, ALL OTHER A = 1.25Bc + 12" CONDITIONS REGULAR BACKFILL ALLOWABLE. OUTSIDE 5' OF EDGE OF PAVEMENT 9" A 1.25Bc I I _' 11-1TI ='' " DIA. III_ B" BORROW OR EQUIV. i III =� GRANULAR MATERIAL 12" X 12" X 4" COMPACTED TO 90% i �! 1/2 Be Bc Y 3 Z CONC. COLLAR a STANDARD PROCTOR '� Bc ;_„ �, 4" 12" C TO C O DENSITY � MAX. SPACING � 45' ELBOWS \��.i.. �\ii`i`�i��ii o `� W LL 1 1/2"R NEENAH ANCHOR BOLTS CASTING (SEE PLANS) 6 PIPE 1 Y ' SANITARY BUILDING DRAIN DEPTH OF BEDDING „ MATERIAL BELOW PIPE LEGEND � GROUT AND BOLT TO D (d) MIN. NOTE: Bc = OUTSIDE DIAMETER PLAN VIEW SECTION Y -Y PROVIDE WATERTIGHT SEAL CONCRFE.AMDJU ER RING ALL BEDDING AND INITIAL BACKFILL (1 WYE INVERT ELEV. AS 27" & SMALLER 3" SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER SHOWN IN PLANS TO 12" BALANCED LIFTS GROOVED END ON OUTLET END 3,•� ° a 30" TO 60" 4" d MATERIAL OFB BEDDING PIPE TONGUE END ON INLET END 4; FCC S FAG( S�OpF CONCRETE END W "� A MINIMUM 9" CLEARANCE CLEAN OUT 66" & LARGER 6" SHALL BE PROVIDED ON EACH D �OpF _ SECTION CL SIDE OF THE INSTALLED PIPE a C B= D -C CULVERT I CONCRETE ADJUSTER RING �, NO SCALE REINFORCED CONCRETE PIPE (RCP) 3 0 COMPUTED LENGTH OF CULVERT., I NO SCALE TRENCH DETAIL o A a PAY LENGTH OF CULVERT 9 NO SCALE z_END SECTION d J O LENGTH (D) Z 3 N SLOPE DETAIL A o GROOVE (OR TONGUE) TO 12 "C. TO C. BE THE SAME AS ON MAX. SPACING 3/4 "x12" HOOK � 0 BOLTS GALV. Z STANDARD REINFORCED M CONCRETE PIPE ASTM HOOK I n. o N Ln DESIGNATION C 76 a W LONGITUDINAL SECTION o t a . "a w ° N e e _ e a N iii lx Lu e 5' OR LESS MIN. 6" TOPSOIL TO ` GLASS' ,CONGRE�E IF NOTE UNDER PAVEMENT _ E + 2T _ I 5" N 24,. 5" OUTLET PIPE < . _ _ SECTION A —A Ili IIII II MIN. 1.25 Be + 12" III Lo ° EDGE OF PAVEMENT CURB �I r DIA. WALL WT. SEC. GUTTER OR SIMILAR STRUCTURE - C D SEE PLANS FOR IN THE PUBLIC RIGHT -OF -WAY SKIRT 12 2 CASTING TYPE 4 24 48 7/8 72 7/8 24 5„ 5„ 9 3 1/2 12" (MIN.) 2 1/4 740 24' 27 "B" BORROW OR EQUIV. #8 CRUSHED STONE OR 30 12 1/2 11 3 1/2 GRANULAR MATERIAL APPROVED EQUIV. CLASS I 990 9 a 46 COMPACTED TO 95% _ BEDDING MATERIAL HAND 15 1/2 12 4 21 STANDARD PROCTOR TAMPED AND WALKED INTO 9 35 38 73 DENSITY 111 PLACE 13 w 24 3 1520 9 1/2 43 1/2 30 d 48 16 11/16 14 4 1/2 > 3 1/4 1930 10 1/2 Tf�ll III- 4" 25 1/2 73 1/2 d °a a I 17 3/4 14 1/2 i'r TV,' 30 3 1/2 e O 12 LEGEND M =' 73 3/4 60 d Be = OUTSIDE DIAMETER NOTE: 3 3/4 3150 ,< ° 58 1/2 39 1/4 ALL BEDDING AND INITIAL PACKFILL 66 23 3/4 17 1/2 D = INSIDE DIAMETER 6 4100 15 63 d = DEPTH OF BEDDING T0�12 "BEBAIANCEDELFTS 24 1/16 20 5 1/2 42 MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE 21 63 6" #8 STONE BEDDING 98 78 SHALL BE PROVIDED ON EACH 22 5 1/2 48 5 6550 SIDE OF THE INSTALLED PIPE 72 26 NOTE: 5" CONC. PRECAST OR 84 28 1/8 22 5 3/4 54 POURED IN PLACE 8040 27 65 DIA. WALL WT. SEC. A B C D E R -1 R -2 SKIRT 12 2 530 4 24 48 7/8 72 7/8 24 10 1/16 9 3 1/2 15 2 1/4 740 6 27 46 73 30 12 1/2 11 3 1/2 18 2 1/2 990 9 27 46 73 1 36 15 1/2 12 4 21 2 3/4 1280 9 35 38 73 42 16 1/8 13 4 24 3 1520 9 1/2 43 1/2 30 73 1/2 48 16 11/16 14 4 1/2 27 3 1/4 1930 10 1/2 48 25 1/2 73 1/2 54 17 3/4 14 1/2 4 1/2 30 3 1/2 2190 12 54 19 3/4 73 3/4 60 18 5/16 15 5 33 3 3/4 3150 13 1/2 58 1/2 39 1/4 97 3/4 66 23 3/4 17 1/2 5 1/2 36 4 4100 15 63 34 3/4 97 3/4 72 24 1/16 20 5 1/2 42 4 1/2 5380 21 63 35 98 78 27 1/4 22 5 1/2 48 5 6550 24 72 26 98 84 28 1/8 22 5 3/4 54 5 1/2 8040 27 65 35 100 90 32 7/8 24 6 1/4 60 6 8750 30 60 39 99 96 36 3/4 24 6 3/4 66 16 1/2 10630 24 78 21 99 102 35 11/16 24 7 1/4 72 7 12520 34 78 21 99 108 38 5/8 24 7 3/4 78 7 1/2 1 14430 24 78 21 99 114 41 15T1_6 24 8 1/2 84 8 16350 24 78 21 99 120 44 13/16 24 9 N o v 00 Lo v C J E viO)OCn 00 �%K A A UJ v a 0 n O c to N �'` . v - - -- - p�vcNO�Q I� � f) Li i H i PLASTIC PIPE (PVC & HDPE) *TOLERANCE 1f n INLET TYPE A TRENCH DETAIL N NOTES: (TYPICAL) (WITHIN 5' FROM EDGE OF PAVEMENT) CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED PLACE X�" DIAMETER EXTRUDABLE NO SCALE CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). ,n (12" TO 18" PIPES) PREFORMED GASKET MATERIAL IN EACH 0 'r NO SCALE REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, ( )' KEYWAY SEE DETAIL NON ASPHALTIC N A.S.T.M. DESIGNATION C -76 CLASS 11 FOR THE SIZE OF CONNECTING PIPE. MASTIC OR BUTYL RUBBER PLASTER ACCEPTED ALTERNATIVE, o REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION, PLAN VIEW 63' -°, THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. PRECAST CONCRETE IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION ADJUSTING RING OR 0 APPROXIMATELY 10' -0 IN LENGTH. FLANGE OF CASTING a N 10' MIN, VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL a a a ° 4 1 DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE N SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION E WATER MAIN GREATER THAN 5' C -76. y� E IN. 6" TOPSOIL TO a - WATER MAIN ENSURE GRASS GROWTH W � CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. NOMINAL Yj BUTYL RUBBER I t'1 SANITARY OR STORM SEWER - "t=1�- BASE EXTRUDABLE PREFORMED m - - - - GASKET MATERIAL (TYP.) OR 24 "LD. C-4 //� 11=11 I II I - VICE.- ACCEPTED ALTERNATIVE. 34 "O.D, Z W �/� =TICI II�I MIN. 1.25 Be + 12 ' III Z EDGE OF PAVEMENT, CURB,_II Ilm REGULAR PRECAST CONCRETE END SECTION GASKET DETAIL SECTION A —A W 3: 1 — _T WATER MAIN WATER MAIN GUTTER OR SIMILAR STRUCTURE II BACKFILL RATED PIPE WATER IN THE PUBLIC RIGHT -OF -WAY NO SCALE Z NOTE: WHEN LATERAL SEPARATION W S 10' OR GREATER NO VERTICAL SANITARY OR CLEARANCE IS NEEDED. STORM SEWER 12" (MIN.) PRECAST CONCRETE W W _ I' ADJUSTING RING DETAIL p� —J 0 N 0 PROVED EQUIV. CLASS I NO SCALE CRUSHED STONE OR LU u BEDDING MATERIAL HAND Ili P TAMPED AND WALKED INTO LAC rl II CD 1 mli 0 (MIN.) 10 (MIN.) OR WATER MAIN SANITARY OR II Bc 4„ v SANITARY LESS THAN 18 OR IN C ASES STORM SEWER = ' STORM SEWER WHERE WATER IS BELOW II�II��_ -0 2 SANITARY SEWER � �� cl I �I I I I I I I I I -- TI�Il_II rI�, un 0 MIN, (TYV 0 LEGEND Be = OUTSIDE DIAMETER NOTE: a) D = INSIDE DIAMETER ALL BEDDING AND INITIAL pACKFILL •cm WATER MAIN RATED PIPE FLEXIBLE COUPLING OR ADAPTER SHALL BE INSTALLED IN 6 °' FLEXIBLE COUPLING OR ADAPTER d =DEPTH OF BEDDING TO 12" BALANCED LIFTS CONCRETE COLLAR MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE c CONCRETE COLLAR SHALL BE PROVIDED ON EACH W SIDE OF THE INSTALLED PIPE W MINIMUM CROSSOVER & SEPARATION PLASTIC PIPE (PVC & HDPE REQUIREMENTS FOR WATER MAINS, TRENCH DETAIL N SHEET NO. (GREATER THAN 5' FROM EDGE OF PAVEMENT) "' SANITARY SEWERS & STORM SEWERS � NO SCALE NO SCALE C601 0 0 cn