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HomeMy WebLinkAbout41-96.7"DON'T DIG BLIND" CON Monday through Frkloy -7 AY to 6 PM 1-800 1-800 382 -5544 428 -5200 Othk, Indiana Outside Indima 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 COMMENCING WORK, NOTES: EXPANSION JONTS ARE REQIIRED AT STORM INLETS. CONMACT04 JOINTS SHOULD BE INSTALLED AT 10' SPACINGS SPACING SHALL BE 5' ON CURVE RADII 24 CONTRACTION JOINTS SHALL K TOOLEO OR SAAR IN Q' CONTINUOUSLY POURED CURBS TO A DEPTH Or 1/2- MN TOPSOIL ' II � � 00 a a s � 0 � BACKFILL - m s � o SUBGRADE AGGREGATE DEPTH VARIES CONCRETE ROLL CURB & GU T TER SEC TION TYPE 1 (NO SCALE) PIPE SIZE (DW "C) MANHOLE (DIA. -F-) PIPES ENTERING/ LEAVING AT 0 -45 DEGREES M44HOLE (DU. 'F-) PIPES ENTERING/ LEAVING AT 45 - -90 DEGREES 27"-3Cr 60' ISM 33' --w 50' 7Y 47 7Y g4• 48' 77 gg FOR PIPE SIZES 27" —48" (NO SCALE) 1/2" PERFORMED JOINT FILLER V TRANSVERSE JOINT z V b z z 0 a 0- {.I x i w w W z r W W y1 m m° E 0 o TRANSVERSE JOINT 0 112- PERFORMED JOINT FILLER 4.0' min 4" CONCRETE I I ,I II.II I II PREPARED SUBGRADE TYPICAL SIDEWALK SECTION (NO SCALE) COVERS SEALED IN PLACE USE 6" PVC PIPE UNLESS OTHERWISE SPECIFIED '70 Of LONG RADIUS CURVE FT 1%8" % 11 FT ISOMETRIC PLAN TYPICAL HOUSE CONNECTION TO MAIN SANITARY SEWER (NO SCALE) 0 + I' 10' —I —I NOTE. ON TAPS TO ANGLE VALVE -III III -LINES SMALLER THAN I pROTECTED o —I I I_I4" OIAM. EITHER A YNT}f PLASTIC II11 I I I I - TAPPED TEE OR A BE US£ DDLE SHALL WRAP �II11 ill!: i [III I j Ill � I " CORP COCK =III t" C PER SERVICE PIPE TO B£ SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH ONT WA TER SER VICE INS TA L L A TION (NO SCALE) FINISH GRADE OR PAVEMENT ,�-NEENAH R -1642 OR EQUAL —CASTING FRAME & COVER AS SPECIFIED MANHOLE NON- ASPHALTIC MASTIC PRECAST CONC. OR BUM RUBBER SEAL ADJUSTER RINGS BETWEEN JOINTS IF NEEDED (12 MAX.) LEAVING AT (DIA "C) STANDARD PRECAST MANHOLE 45 -90 DEGREES 4' -0" DIA. CAP OR ECCENTRIC CONE 48- FULL HEIGHT MANHOLE 24 STEPS AS REQUIRED 4e' IT 16" (TYP.) - NO BRICK OR BLOCK WILL 5' BE ALLOWED IN MANHOLE CONCRETE REDUCER CAP - O-RING GASKET NON- NOTE: ASPHALTIC MASTIC OR - MANHOLE CONFORMS TO BUTYL RUBBER SEAL ASTM C -478 BETWEEN MANHOLE JOINTS DIAMETER "F" - NO BRICK OR BLOCK WILL 31136 6" BE ALLOWED IN MANHOLE - STRUCTURES ARE TO BE - 0 -RING GASKET GROUTED, FULLY TROWELED NON- ASPHALTIC MASTIC SMOOTH, AND BRUSH FINISHED OR BUM RUBBER SEAL 1141 DIAMETER BETWEEN MANHOLE JOINTS 4 1/Z PER FOOT SLOPE 3" MIN. 1/2' PER FOOT SLOPE. O.D. +6" PACK WITH NON- SHRINK GROUT INVERT ELEVATION 101161 �- J MIN. BASE SHALL BE PRECAST 60 AND ggHALL HAVE J4 BARS CROSS -- GRANULAR LEVELING MATERIAL AT 12' O.C. BOTH WAYS NEENAH R- 1980 -C 0 -RING GASKET REQUIRED FOR PRECAST BASE STANDARD STORM MANHOLE FOR PIPE SIZES 27" —48" (NO SCALE) 1/2" PERFORMED JOINT FILLER V TRANSVERSE JOINT z V b z z 0 a 0- {.I x i w w W z r W W y1 m m° E 0 o TRANSVERSE JOINT 0 112- PERFORMED JOINT FILLER 4.0' min 4" CONCRETE I I ,I II.II I II PREPARED SUBGRADE TYPICAL SIDEWALK SECTION (NO SCALE) COVERS SEALED IN PLACE USE 6" PVC PIPE UNLESS OTHERWISE SPECIFIED '70 Of LONG RADIUS CURVE FT 1%8" % 11 FT ISOMETRIC PLAN TYPICAL HOUSE CONNECTION TO MAIN SANITARY SEWER (NO SCALE) 0 + I' 10' —I —I NOTE. ON TAPS TO ANGLE VALVE -III III -LINES SMALLER THAN I pROTECTED o —I I I_I4" OIAM. EITHER A YNT}f PLASTIC II11 I I I I - TAPPED TEE OR A BE US£ DDLE SHALL WRAP �II11 ill!: i [III I j Ill � I " CORP COCK =III t" C PER SERVICE PIPE TO B£ SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH ONT WA TER SER VICE INS TA L L A TION (NO SCALE) FOR PIPE SIZES 12" —24" (NO SCALE) O_ L D / -- FINISH GRADE OR PAVEMENT ,�-NEENAH R -1642 OR EQUAL PRECAST CONCRETE ADJUSTER MANHOLE MANHOLE 24' INSIDE DIAMETER PIPES ENTERING/ PIPES ENTERING/ PPE SIZE LEAVING AT LEAVING AT (DIA "C) 0 -45 DEGREES 45 -90 DEGREES 12" -21' 48- 44- 24 41f 4e' FOR PIPE SIZES 12" —24" (NO SCALE) O_ L D / -- FINISH GRADE OR PAVEMENT ,�-NEENAH R -1642 OR EQUAL PRECAST CONCRETE ADJUSTER -KENT SEAL ASTING FRAME & COVER AS SPECIFIED 1. 24' INSIDE DIAMETER " NON- ASPHALTIC MASTIC PRECAST CONIC. OR BUM RUBBER SEAL ADJUSTER RINGS _ BETWEEN JOINTS IF NEEDED (12 MAX.) n NOTE: FULL HEIGHT MANHOLE - MANHOLE CONFORMS TO STEPS AS REQUIRED ASTM C -478 r - --° I —I I I 'BLUEGRASS" AND 600/ /ACRE 12 -12 -12 FERTILIZER - NO BRICK OR BLOCK WILL —III III BE ALLOWED IN MANHOLE - F--1 - O-RING GASKET NON- ----- L_L____ ECCENTRIC CONE OR CONC- ASPHALTIC MASTIC OR REDUCER CAP AS REQUIRED BUTYL RUBBER SEAL BY SITE CONDITIONS CONE BETWEEN MANHOLE JOINTS TOP TO MATCH ADJUSTING 31136 RING PROFILE - STRUCTURES ARE TO BE 16' (TYP) GROUTED, FULLY TROWELED 9 18 SMOOTH, AND BRUSH FINISHED 4' - -0" DIA. 1141 6" 4 BENCH WALLS AT MINIMUM PREFORMED HOLE TO MAXIMUM OF PIPE 1/2' PER FOOT SLOPE. O.D. +6" PACK WITH NON- SHRINK GROUT BENCH WALLS TO BE 101161 DIA "C" CONSTRUCTED TO SPRING J MIN. r ' . ' LINE OF PIPE 60 INVERT ELEVATION CROSS -- U U NEENAH R- 1980 -C 0 -RING GASKET BASE SHALL BE PRECAST W 3• MIN. AND HALL HAVE 14 BARS 48' AT 12 O C BOTH WAYS 6"- /2 STONE LEVELING BASE REQUIRED BUTYL RUBBER COATING 4' DIAMETER II FOR PRECAST CONC STANDARD STORM MANHOLE FOR PIPE SIZES 12" —24" (NO SCALE) O_ L D / (NO SCALE) 12 -(MIN) COVER REQUIRED IF SDR 35 PIPE USED 6' (min) sholl be increased to 12" if remaining bockfill material contains larger perticles CL II Material (ASTM 0- 3221 -74 SEC. 6>1.2) Comp to 85% STD. proctoer density, or CL III Material (ASTM D- 2321 -74 SEC. 6.1.3) Comp. to 90% STD proctor density. CL. I Material (ASTM D -2321- 74, SEC. 6.11) #4 stone comp. D /6(min) in accordance with ASTM 0- 2321-74 SEC, 9.1.1. D /8, 4'(m in ) Work sufficient material under spring line to provide adequate side support. TYPICAL BEDDING SECTION FOR PVC SEWER PIPE PER ASTM D- 2321 -74 (NO SCALE) PLAN VIEW STRAW BALES BURIED 3" STORM BEEHIVE 3' - #4 REBAR STAKE 2'X6' SILT TRAP TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) STORM BEEHIVE 3' -/4 REBAR STAKE STRAW BALES BURIED 3' C\ 2'x6' SILT TRAP X, \ �- SECTION WEW STRAW BALE PLACEMENT FOR EROSION CONTROL (NO SCALE) SLOP E£NAH R -4342 OR EQUAL - NEENAH R -2564 OR EQUAL £ 1 /4 " /1FT TC ELEVATION // NEENAH R- J501 -N - STONE I =I I= T C ELEV '� Ertl T C £LEV — III =III - L�� �� MONOLITHIC OR 2" WEEP HOLES PRECAST CONCRETE 2" ME£P HOLES CONSTRUCTION BLOCK OR , J2 STONE /'2 STONE CONC. WALLS . /^ CONC WALLS , , CONIC WALLS I2 STAN£ =III = I I =11 =III I I_I 74 Q - 1 4' I- 111=11 W R _ •` 24' Dlo. �I I I-L I I w k D a. —LLL _ I— . 24" 1 Lu si I I 4 314 (tyvJ 4 314' (typ.) I JII TIW III II ,, VAR. PIPE Sl -I III-1 VAR, PIPE SIZE VAR. PIPE S1 £ VAR PIPE SIZE IB- MAX =1 I I ` VAR. PIPE SIZE III= lB" MAX 111= '` 1B' MAX 18" MAX !1 IB' MAX ;-. J' S0. CONC. BASE --{ 4' -0" S0. COVC. BAS£ -{ 4' -0" S0. CONIC BASE --� (1) LINE 0.116" PIPE MESH W.W.F. (1) LINE 0.116" PIPE MESH W.wF. (1) LINE 0.116" PIPE MESH wwF. CURB INLET DITCH GRATE INLET EARTH DITCH INLET (NO SCALE) (NO SCALE) (NO SCALE) NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 3' WILL BE ACCESSABLE WITH STEPS #4 RE- -BAR WELDED TO M.E.S. W// 4" OPENINGS FOR DF BRIS /ANIMA[_ G(IARP. SPECIAL END SEC. DETAIL W /DEBRIS /ANIMAL GUARD ;NO SCALE) EROSION CONTROL: GA. ,�-NEENAH R -1642 OR EQUAL PRECAST CONCRETE ADJUSTER -KENT SEAL RINGS: 4" MIN -12' MAX. R FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION I•- wAYAQ ^I r -L�cal w a w My PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE SEEDED AS FOLLOWS: A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION ri� 1/2" PLASTER 32' LIMITS WITH 5# /ACRE - REDTOP GRASS ", 20/ /ACRE -RYE " I —,I— GRASS', 20 / /ACRE "BLUEGRASS', 25/ /ACRE "FESCUE" AND 8 \ \ TAPERED CONE SECTION GRADE AS SHOWN ON PLANS 600/ /ACRE 12 -12 -12 FERTILIZER B CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE 1'_4' 1 LINE OF .24' - WITH 25/ /ACRE - FESCUE -, 20/ /ACRE 'RYE GRASS ". 15/ /ACRE 8' I —I I I 'BLUEGRASS" AND 600/ /ACRE 12 -12 -12 FERTILIZER 8' NOTE: MANHOLE SHALL CONFORM —III III C SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR TO ASTM C -478. JOINTS SHALL I 0 o CONFORM TO ASTM C -443. 16' HARDWOOD OR EROSION CONTROL MAT. 1' -4' 32' D DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION 31136 OR CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTILIZER SPECIFICATIONS. DRAINAGE 48' 9 18 ( OF SDf DITCH 1 9 1141 1'- 4' 4 t 1 PC. • 5'--d WHERE REQUIRED BY ORDNANCE. 36 22 8' 101161 ... ACLITAL wIDTH TO BE BASED ON HYDRAULIC REOLXREMENT OF SPECiIC SITE. 6 39 60 C I M H STEPS CROSS -- U U NEENAH R- 1980 -C 0 -RING GASKET 1 W OR EQUAL �_— 48' z BUTYL RUBBER COATING 4' DIAMETER II P N I FILL WITH CONCRETE 1 7 GROUT . X r JJFTING RING II , X II RECAST ONLY POURED IN PLACE /4 BARS -t2' O.C. BOTH WAYS R PRECAST f 6' NOTE BEDDING FOR MANHOLE SHALL BE A MINIMUM OF 6 - -18 STONE BASE ON 6 - -02 STONE BASE STANDARD MANHOLE DETAIL (NO SCALE) 12 -(MIN) COVER REQUIRED IF SDR 35 PIPE USED 6' (min) sholl be increased to 12" if remaining bockfill material contains larger perticles CL II Material (ASTM 0- 3221 -74 SEC. 6>1.2) Comp to 85% STD. proctoer density, or CL III Material (ASTM D- 2321 -74 SEC. 6.1.3) Comp. to 90% STD proctor density. CL. I Material (ASTM D -2321- 74, SEC. 6.11) #4 stone comp. D /6(min) in accordance with ASTM 0- 2321-74 SEC, 9.1.1. D /8, 4'(m in ) Work sufficient material under spring line to provide adequate side support. TYPICAL BEDDING SECTION FOR PVC SEWER PIPE PER ASTM D- 2321 -74 (NO SCALE) PLAN VIEW STRAW BALES BURIED 3" STORM BEEHIVE 3' - #4 REBAR STAKE 2'X6' SILT TRAP TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) STORM BEEHIVE 3' -/4 REBAR STAKE STRAW BALES BURIED 3' C\ 2'x6' SILT TRAP X, \ �- SECTION WEW STRAW BALE PLACEMENT FOR EROSION CONTROL (NO SCALE) SLOP E£NAH R -4342 OR EQUAL - NEENAH R -2564 OR EQUAL £ 1 /4 " /1FT TC ELEVATION // NEENAH R- J501 -N - STONE I =I I= T C ELEV '� Ertl T C £LEV — III =III - L�� �� MONOLITHIC OR 2" WEEP HOLES PRECAST CONCRETE 2" ME£P HOLES CONSTRUCTION BLOCK OR , J2 STONE /'2 STONE CONC. WALLS . /^ CONC WALLS , , CONIC WALLS I2 STAN£ =III = I I =11 =III I I_I 74 Q - 1 4' I- 111=11 W R _ •` 24' Dlo. �I I I-L I I w k D a. —LLL _ I— . 24" 1 Lu si I I 4 314 (tyvJ 4 314' (typ.) I JII TIW III II ,, VAR. PIPE Sl -I III-1 VAR, PIPE SIZE VAR. PIPE S1 £ VAR PIPE SIZE IB- MAX =1 I I ` VAR. PIPE SIZE III= lB" MAX 111= '` 1B' MAX 18" MAX !1 IB' MAX ;-. J' S0. CONC. BASE --{ 4' -0" S0. COVC. BAS£ -{ 4' -0" S0. CONIC BASE --� (1) LINE 0.116" PIPE MESH W.W.F. (1) LINE 0.116" PIPE MESH W.wF. (1) LINE 0.116" PIPE MESH wwF. CURB INLET DITCH GRATE INLET EARTH DITCH INLET (NO SCALE) (NO SCALE) (NO SCALE) NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 3' WILL BE ACCESSABLE WITH STEPS #4 RE- -BAR WELDED TO M.E.S. W// 4" OPENINGS FOR DF BRIS /ANIMA[_ G(IARP. SPECIAL END SEC. DETAIL W /DEBRIS /ANIMAL GUARD ;NO SCALE) EROSION CONTROL: GA. DIMENSIONS A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING 12-0' PAVprprt 3' -0' 7'.0' MN. 11' -O' MN. 2' -(i a._O. •• R FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION I•- wAYAQ ^I r -L�cal w a w My PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE SEEDED AS FOLLOWS: A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION ri� EROSION CONTROL SEEDING LIMITS VARIABLE EROSION CONTROL SEEDING LIMITS VARIABLE -- - - - -- VARIABLE LIMITS WITH 5# /ACRE - REDTOP GRASS ", 20/ /ACRE -RYE " I —,I— GRASS', 20 / /ACRE "BLUEGRASS', 25/ /ACRE "FESCUE" AND III— J I III sLOPE GRADE AS SHOWN ON PLANS 600/ /ACRE 12 -12 -12 FERTILIZER B CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE - —III I - WITH 25/ /ACRE - FESCUE -, 20/ /ACRE 'RYE GRASS ". 15/ /ACRE ,y PEA FT MN I —I I I 'BLUEGRASS" AND 600/ /ACRE 12 -12 -12 FERTILIZER III —III III C SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR , 4" PER FT 0 EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED -OK 1PC HARDWOOD OR EROSION CONTROL MAT. t C dE)!T SECTION AS REQUIRED J73 STOW SIDEMALx "RE D DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION 31136 BY ORDeANCE L 27' -rF WIN CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTILIZER SPECIFICATIONS. DRAINAGE SWAGE SF( -TIDN 3500 P S.' ^ -- A — (NO SCALE) Varies Width Varies Contraction Joint (typ Mi e) 4' Min. \ SECTION B –B SECTION C –C Place expansion )oinl at bock Pavement Romp Sldew )IF of curb line or at sidewalk fine. Side slopes varies -- uniformly to o maximum of - 4 " /ft of gutter line - _ - -- �_�� -- 4" _ Slope 1' /ft. SECTION A -A SIDEWALK RAMP FOR HANDICAPPED 50' RIGHT -OF -WAY 10' 30' (26' CUL -DE -SAC) 10' (12' CUL -DE -SAC) 15' (13' C (12' CUL-DE-SAC) (T3' CUL -DE -SAC) 1'(min) 4 2' LOCATION OF 2' SL Pf PROFILE GRADE 1/4 /FT rAikim LEVEL LINE R WN 1 4" FL " - - -- CONC. WALK 1 " -H .A C. SURFACE CONIC ROLL CURB 3 " -H A C BINDER 5 - -/53 STONE 4 - - #2 STONE TYPICAL SECTION—LOCAL S TREE T (NO SCALE) 40 FT HALF R GA. DIMENSIONS When Hydrants Are Set In 12-0' PAVprprt 3' -0' 7'.0' MN. 11' -O' MN. 2' -(i a._O. •• 1._O. I•- wAYAQ ^I r -L�cal w a w My I L 1.51 �TVv W-M 18 tt 16 7 T SAN R smc 1' -(i •.. SLOPE 19 1j2I ,y PEA FT MN 1 /2- PEN FT SLOPE 16 SLOPE. I i PER R 41 , 4" PER FT 0 �.OPEI/4' k 6 -OK 1PC 2 16 t C dE)!T SECTION AS REQUIRED J73 STOW SIDEMALx "RE REO.— 31136 BY ORDeANCE L 27' -rF WIN 4 _115-C I� 9 18 ( OF SDf DITCH 1 9 1141 VARIATION FROM THIS SHALL BE APPROVED N WRMNG By COUNTY ENG04EEIR 4 4 1 PC. • 5'--d WHERE REQUIRED BY ORDNANCE. 36 22 1 14 1 101161 ... ACLITAL wIDTH TO BE BASED ON HYDRAULIC REOLXREMENT OF SPECiIC SITE. 6 39 60 HAMILTON COUNTY HIGHWAY STANDARD CROSS -- SECTION COLLECTOR S TREE T w/o CURB (NO SCALE) 1' -H A.C. SURFACE 3' -H.A.0 BINDER 5 - -053 STONE 4 - -/2 STONE uLAwrAt,ICV uRANULAM SUBGRADE A SPHA L T PA VIN G SECTION DEDI CA TED S TREE T R/W (NO SCALE) 1 112 " -H A C SURFACE ii /i /1- 4 " -H .A C BINDER 5 " - #53 STONE 4 " - #2 STONE COMPACTED GRANULAR SUBGRADE ASPHAL T PA VING SECTION WITHIN ROHRER ROAD fRi W_ (NO SCALE) ALE 1 a o. 0 w PIPE ARCH DIME". GA. DIMENSIONS When Hydrants Are Set In SLOPE (APP.) BODY A 1't B H MAX. I L 1.51 I W 2t SPAN RISE 18 tt 16 7 6 21124 19 1j2I .5 1 P . 2 13 16 I 8' Lower Section 10 26 0 The Hydrant Is Installed 1 1PC 2 16 16 8 1 31136 QN 4 _115-C 1 9 18 16 1 9 1141 36 4 4 1 PC. 1 P 36 22 1 14 1 101161 6 6 39 60 2 5 1 PC. 43 27 14 1 1 1 51 4 7 51 2.5 11 P PIPE DIA. G. A. DIMENSIONS When Hydrants Are Set In SLOPE (APP.) BODY A 1't B MAX H 1' L 1.51 W 2t I —I I I -T -V• ITr 16 6 6 6 21124 .5 1 PC. IS 16 7 I 8' Lower Section 6 26 0 The Hydrant Is Installed 1 I 16 8 10 6 31136 QN 2 _115-C 16 = III =III =III t 6 36 4 1 PC. 6" Min. 16 10 13 6 41 48 2.5 1 PC. 14 1 1 51 (NO SCALE) 1 P . 14 14 1 7 1 P . PLAN REINFORCED 1 EDGE 1§0 25 1 30 NOTES 36 1 END SECTIONS AND TOE PLATE ANCHORS HAJ CONFORM TO ALL APPLICABLE REZUIREMENTS AS SET OUT IN THE l STANDARD SPECIFICATIONS. WRT IF ALLUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM ALLOY END SECTIONS SHALL ALSO BE USED AND ALL COMPO- TOE PLATE 12" C TO C 2 HJ NENT PARTS SHALL BE ALUMINUM ALLOY AS SET OUT IN THE ANCHOR STANDARD SPECIFICATIONS. I- W +A MULTIPLE PANEL BODIES S3H�ALL HAVE LAP SEAMS WHICH SHALL BE TIGHTLY END THE TOE PLATE ANCH R SHALL DIA. BE CONSTRUCTED I OR 10 OR BOLTS. 4 1 FILL SLOPES OP E GALVANIZED I, IT SHALL BEBMAREQUIRED HH UNCHEDLTOTFIT KOLFSENN SKIRT LIP AND SUPPLIED LOOSE COMPLETE WITH 3 8 DIA. �� 1 GALVANIZED BOLTS. COST THERIEOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR 'PIPE END SECTION" WHERE VITRIFIED CLAY CULVERT R CAST IRON CULVERT PIPE IS U5ED A 'PIPE END SECTION' COMPARABLE TO THAT AS SHOWN FOR METAL R CONCRETE SHALL BE COMPUTED LENGTH AND ENh SECTION 2 + FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER PAT LENGTH OF CULVERT LENGTH (L) -�n END SECTIONS WI4 BE PAID FOR AT THE CONTRACT UNIT 111 PRICE EACH FOR PIPE END SECTION' COMPLETE IN PLACE SIDE 1'R ,.� AND ACCEPTED PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY CORRUGATED PIPE SPFCIFICA TONS FOR HOOK BOLT AND NUT 21/4. 5" 21/Y HOOK BOLT MATERIAL SHALL MEET THE CURRENT A.S.T.M. A -307. THREADS CUT- SHALL BE AMERICAN STANDARD COARSE THREAD SERIES, CLASS II FREE FIT, ASHE BOLTS SHALL BE GALVANIZED TO MEET CURRENT A.S,T.M SPECIFICATION A -157. THE THREADED PORTION SHALL NOT PR NT TURNING THE NUT -BY HANo NUT AND WASHERS SHALL BE CARBON STEyEp�L HOT DIP(�GEALVANIIZCFD TO MEET STANDARD 3 NOARQEPRORSDD SERIES SPECIFICATION FI�UpNOTH SIZE), CII BOLT. NUTS R LATER GALVANIZ- ING 1 1/4 ACROSS FLATS. 13/16" THICK, CURVE CROWNED TO APPROX. 1 RADIUS, E 3/4" 0 BAR METAL END SECTION (NO SCALE) fCAPTAPE NOTE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO RESIDENOCE E EARTH 0" (MIN) 2' -0" 10 CONCRETE CURB _ SUBGRADE AGGREGATE DEPTH VARIES E J 1 0 PIPE MATERIAL: #7 AGGREGATE N SHALL MEET GENERAL INDUSTRY V) \ I STANDARD FOR CLAY, CONCRETE, 1 CORRUGATED METAL, PLASTIC, `v 6" SUBSURFACE OR DOT APPROVED EQUAL OPEN z DRAIN JOINT OR PERFORATED MIN SLOPE 0 309: ;o REDUCING 'T' REOD 4 "(min) 4'(min) 14 (min) NOTES - INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SECTION 718 OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS - UNDERDRAINS SHALL NOT BE INSTALLED UNTIL FINAL GRADING AND COMPACTION IS COMPLETED ON SUBGRADE. -ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE. - UNDERDRAINS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH THE UNDERDRAINS ARE IN PLACE. (Le WATERMAINS. STORM SEWERS, SANITARY SEWERS, ETC.) -MIN. 6- SUB SURFACE DRAIN SUBSURFACE DRAIN DETAIL & TYPICAL SSD LATERAL CONVEX (NO SCALE) 5" #107 Mueller 1 Hydrant w/ 6" set Note vanoDle Variable /- Ground Line When Hydrants Are Set In �i a U The Space Between The =1 I I I III — III —III -1 I I —III I l f -I 11=1 I I -1 I1- III —I I Curb & The Sidewalk Or 3" max. - I _ —' I I I- -I I( =1 I I —I I I -T -V• ITr Between The Sidewalk & I I I 8" Valve Box And Lid I I= The Abutting Property, ri) W No Portion Of The a Hydrant Shall Project I 8' Lower Section Over The Sidewalk If I a W z The Hydrant Is Installed Place Loose I Behind The Curb, The Hydrant Is To Be Instollea With A Stone Or Gravel I =1 A z Z As Shown QN Steamer Cop At A Minimum —VIII — Of 6" Behind The Curb = III =III =III Z 3 i I i I �I I 1 =III= Water Main 6" Min. Install Conc Kicker --' Block Pour Against Set Elbow On Solid Gate Valve Undisturbed Earth. Earth, Broken stone z Full Width Of Trench Or Well Tampered Grovel. W FIRE HYDRANT INS TALLA TION O to (NO SCALE) 3' -0" TYPE 6 SEALER COMPACTED 6 - - #53 STONE J I 1 =1 COMPACTED GRANULAR SUBGRADE f 'l //P & SEAL P VM T SE(­ TION t1`/ "///N ROHRER ROAD (NO SCALE) �1HlF CONCRETE THRUST BLOCKING CONCRETE TO BE POURED BETWEEN PIPE & FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS TYPICAL THRUST BLOCKING ALLAN H. WEIHE, Reg. P.E., INDIANA #8827 X (NO SCALE) U) W W W z 0 W U vi a C3 C �i a U ■ W x W I U Z� N x m z ri) W a 1— m a Will O Lei — — a W z W W I (n Z W ^F- ~ A z Z QN I� LL z Z W W o z ,o X a 0 W UJ W Z A WN oA L) z� z I� ID W z co z l `v x W C) Q CL O to A °x CO U) W W W z 0 W U SHEET NO. FILE: 93839 \DTL.DWG OF d C C3 C 00 U 00 Z \ I 0 U v 1n N E m \ IWO 0) a 1— m O SHEET NO. FILE: 93839 \DTL.DWG OF d C C3 C 0 U c 0 E 0 a 1— O 0 d U O Lei — — z W I (n Z ^F- ~ ( /) G QN LL 0 Q) U) Z W W Z WN V) 0 Q, W C) Q CL SHEET NO. FILE: 93839 \DTL.DWG OF