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Home My WebLink About05050028.7SIZE "W" "U*** 6' 2'-6- 2'-0' 4' 8' 2'-6- 2--1' 4' 10* 2*-6" 2'-3" 4" 12" 2*-9" 2'-5" 4" 15" 3' -0" 2' -8" 5' 16" 3' -3" 1 2' -10" 1 5" 18, 3'-6" 3'-0* 5' 21" 3' -11" 3' -4" - 6" 24" 4' -3" 3' -8' 6" 27" 5'-6" 3'-11" 6* 30' 5 4 6 36" 6'-3" 5' -2' 6 42" C-11" 13. 48- 7'-4- 9. 54' 8'-0* 9. 60" 8'-6- 9" 66" W-1. 72' 9'-8" 10" 78" 10*-3" 1' -0" Minimum Existing a Pavement, Sow , Undisturbed Ground Cut Straight Edge WARNING TAPE - 18" ABOVE NEW PIPE Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.02b Undisturbed Earth TRENCH SCHEDULE Table Is For ASTM D-3034, Wall Thickness Class SDR 35 For 6"-15" And ASTM F-679 Wall Thickness Class 1 -1 For 18"-36. For Other Flexible Pipes, Minimum Trepch Width "U" Shall Meet Manufacturer s Requirements. Match Existing Pavement Material And Thickness Approved Excavated Material In Unpaved TAreos Unless Otherwise Directed TRENCH DETAIL FOR SEWER AND WAIER MAINS NTS NOTES 1. Under Existing Sewers. Water Lines, Gas Lines, Telephone Cables & Electrical Conduits, Backfill With Granular Bedding Material To The Centerline Of the Existing Utility Lines 2. "W" Is The Maximum Width For Rigid Pipes "U" Is The Minimum Width For Flexible Pipes In Accordance With ASTM D-2321 BACK OF CURB 2'-0" MIN. 5'-0" MIN. 1'-0" TRENCH DETAIL & TRENCH SCHEDULE D'= MIN. 4" TOP SOIL ,.%MMffMTOF` SOIL MIN 3'�!,r �I >\ BACKFILL I 1 I 3" OF TOPSOIL PREPARED SUBGRADE PROPERTY LINE I 6- TYPICAL SIDEWALK SECTION NO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE OR BASE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE LN .D.O.T. STANDARD SPECIFICATIONS. BACKFILL 6" 1 18" t . . . . . . . iv N Z: 1"R Z Z For Flexible Pipe With Solid Or Profile Walls, fi 0 Granular Bedding Material Shall Be Placed :2 And Hand Tamped In 6" Layers To A Minimum 3/4" Of 1"-0" Above Pipe. 4 4 . 4 . 4 4 4 0 Bed Pipe In Specified Granular U-1 (0 Bedding Material Hand Tamped In 6" Layers to 8 to 12 inches above pipe. 4: S Bedding Material Shall Conform or 11-AL Ln To INDOT 903.02, Size No. 8 Top Of Pipe 1- TRENCH DETAIL FOR SEWER AND WAIER MAINS NTS NOTES 1. Under Existing Sewers. Water Lines, Gas Lines, Telephone Cables & Electrical Conduits, Backfill With Granular Bedding Material To The Centerline Of the Existing Utility Lines 2. "W" Is The Maximum Width For Rigid Pipes "U" Is The Minimum Width For Flexible Pipes In Accordance With ASTM D-2321 BACK OF CURB 2'-0" MIN. 5'-0" MIN. 1'-0" TRENCH DETAIL & TRENCH SCHEDULE D'= MIN. 4" TOP SOIL ,.%MMffMTOF` SOIL MIN 3'�!,r �I >\ BACKFILL I 1 I 3" OF TOPSOIL PREPARED SUBGRADE PROPERTY LINE I 6- TYPICAL SIDEWALK SECTION NO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE OR BASE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE LN .D.O.T. STANDARD SPECIFICATIONS. BACKFILL TOOLED OR SAWED JOINTS 1/4 THICKNESS I -CLASS "A" CONCRETE 7 4- 14" MINIMUM SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY WHICH EVER IS GREATER CONCRETE SIDEWALK NO SCALE SIDEWALK DETAIL /-Saw Cut for Existing - Clean Break -\ Pavement 1.5" H.A.C. Surface GRADE p'+ ��j�\' �- 12" Thick Plain Concrete to be Finished 1.5" Below the Existing Pavement Flowable Fill to be Placed Entire Trench 1' -0" Min. Both to Bottom of Concrete Elevation Sides of Trench NOTES: 1. New surface is to be sloped at the some rate as the existing surface. 2. Existing pavement is to be saw cut for a clean break. 3. Trench spoil is to be removed from site. 4. 1.5" H.A.C. #11 surface. 5. Bituminous tack applied as per "Indiana Dept. of Highways Standard Specification 409 & 902. 6. All lane markings, striping, stop bars, etc. disturbed or removed during excavation activities, shall be returned to their original condition. 7. Plain concrete is to be finished 1.5- below the existing pavement. 8. Cut shall be steel plated during concrete cure time and until asphalt is applied. ROAD CUT PATCH DETAIL 24" 6" 1 18" t Z: 1"R Z Z 0 0 :2 3/4" 0 Cn U-1 (0 W_ 4: ct� NN Ln Uj > SPACING BETWEEN W > V) TRANSVERSE JOINTS V) Z < Z < -D SHALL NOT EXCEED 1.25 TIMES WIDTH TOOLED OR SAWED JOINTS 1/4 THICKNESS I -CLASS "A" CONCRETE 7 4- 14" MINIMUM SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY WHICH EVER IS GREATER CONCRETE SIDEWALK NO SCALE SIDEWALK DETAIL /-Saw Cut for Existing - Clean Break -\ Pavement 1.5" H.A.C. Surface GRADE p'+ ��j�\' �- 12" Thick Plain Concrete to be Finished 1.5" Below the Existing Pavement Flowable Fill to be Placed Entire Trench 1' -0" Min. Both to Bottom of Concrete Elevation Sides of Trench NOTES: 1. New surface is to be sloped at the some rate as the existing surface. 2. Existing pavement is to be saw cut for a clean break. 3. Trench spoil is to be removed from site. 4. 1.5" H.A.C. #11 surface. 5. Bituminous tack applied as per "Indiana Dept. of Highways Standard Specification 409 & 902. 6. All lane markings, striping, stop bars, etc. disturbed or removed during excavation activities, shall be returned to their original condition. 7. Plain concrete is to be finished 1.5- below the existing pavement. 8. Cut shall be steel plated during concrete cure time and until asphalt is applied. ROAD CUT PATCH DETAIL 24" COMPACTED SUBGRADE OR AGGREGATE BASE STEEL FENCE POST (FOR TEMP. PROTECTION Contractor To Field Stake Location Of End Of Service Line (Material) NEENAH TYPE GRATE R-4380-4 SET FLUSH WITH FINISH GRADE A .......... ............... ...7 ... I ........... LO ........ ............. > Curb Box With Cover- 0 C ... ........ ..... ............. 0 2" HDPE -0 _j ..... ............ ...... ..... 7 ...... Sleeve w �r III ......... V.. Ir Q ...... 0 ...... > Uj 45. U") CL 0 ...... 4 ... a- r-- - -- - -- -- 11 --------- Uj �5 v) :2 E o CONCRETE BASE Uj < 2 0 > Curb Stop Concrete Block 00 < STONE Corporation Stop Mueller H-1500, Or Equal I�L Water Main CAP Topped Service Clamp Ford F-1 or equivalent. Stake "E 8" DIRECTION OF FLOW Length - Varies 1t-0. 8. TEE 2" HDPE (Verify) '06 2 '. HDPE 1 24 Sleeve LO (D c ` - - - -- o :3 _j SUBSURFACE DRAIN RISER DETAIL 0 0-- Copper Service Line Service Clamp Must Be Omitted For Services 1" And Smaller And Direct Tops Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) For All -3/4" And 1" Service Lines Installed Under Pavement Install 2" HDPE Sleeve. NOTES 1. 1" Or Smaller Service Line Shall Be Direct Top Unless Approved By Carmel Utilities. 2. 1 )�" & 2" Service Lines Shall Use Wrap Around Clamps. Smith Blair 226 Or Equivalent. 3. Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 4. Service Line Tap Shall Be Installed With A Min. Horiz. Seperation Of 24". 5. 2" Taps & Smaller Shall Not Be Installed Within 18" Of Mechanical Joint Bells. WATER SERVICE DETAIL SCALE: NONE NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. COMBINED CONCRETE CURB AND GUTTER (TYPE 11) CONCRETE WALK (�r�� 6- SLOPE: 1/4" PER FOOT 1/4- R C4 - SCORE 1/4- R:''- --------- COMPACTED SUBGRADE CONCRETE CURB AND WALK • -0 -0 - 0-0 0 0-0 0-0 • 0-0 0 0 0 - 0 0 • 00 • C> 00 • C> 00 • 0 00 0 0 00 • 0 00 • C> 00 • 0 °0c • 00 0 0 0 . 0 00 . 0 0 0 • 0 • 0 0 0 0 0 • 0 0 • 0 0 • 0 O0 * 0 00 e 0 00 00 0 • 0 °0 • 0 00 °0 0 °0 1 1/2- H.M.A. SURFACE 2 1/2- H.M.A. BINDER 6- 153 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION FINISH GRADE CLEANOUT PLUG A I 0 6 PIPE APPROX. 90* COVER & SEAL BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY I I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS OTHERWISE SPECIFIED LENGTH. APPROX 90' LONG RADIUS CURVE DIAMETER AS - - - - - - - --- - - - - -- - - - - - - - SPECIFIED I I ON PLANS *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL Gr--en. T n ►-, Ir AF rnvpr and Prance LONG RADIUS CONCRETE ENCASED J: A SPRING LINE 4 OF PIPE .. 4 CONNECT TO EXISTING SERVICE • OR PLUG FOR FUTURE SERVICE. SANITARY SEWER LATERAL PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED TYPICAL CLEAN OUT DETAIL FOR SEWER MAIN. . rickwork to suit er required APPLIED JOINT SEALER fitted at inlet 1/2- PERFORATED TOOL BOTH SIDES OF TYPICAL UTILITY CROSSING PAVEMENT EXPANSION MATERIAL EXPANSION JOINT NO SCALE (n Ld X A 171 CONCRETE 3000 PSI 2*r- PAVEMENT 1/2 EXPANSION JOINT DETAIL 1/2"r 3" OF TOP SOIL -EXISTING GROUND GRANULAR--" BACKFILL 12- MIN. STRAIGHT CONCRETE CURB DETAIL NE TK_ preventing sewer gases from moving upstream. appliances connected should be individually trapped. GREASE INTERCEPTOR DETAIL Concrete bed and surround NORMAL GRADE - 1/4 PER FOOT MIN. -1 /8- PER FOOT ISOMETRIC PLAN USE 6" SEWER PIPE SPECIFIED UNLESS OTHERWISE APPROX. 90', PLAN VIEW CONNECTION TO MAIN SEWER- OQ 0 �a X00 0. Z Z L L L C (0 J < W 0 _j < W W 0 Uj (D N W, j Ld Z < > W < Z S < III Z (D LL W 6 co . 0 0 � 0 < n- ) Z Lo 2� 5 0 Z < 1: LO C) C) Q! M 0) C1 C) � iii I F- < Z 0 Ld Z < W U) < Z < Uj < Z WWZ Of F- Z LLJ 0 0 -r 0 U_ < LU < W C) L) W CY) No. % PE19 STATE OF L BY: DATE: SHEET C801 OF 8 6" 1 18" t 1"R 3/4" . : .. - C14 01 4: NN to COMPACTED SUBGRADE OR AGGREGATE BASE STEEL FENCE POST (FOR TEMP. PROTECTION Contractor To Field Stake Location Of End Of Service Line (Material) NEENAH TYPE GRATE R-4380-4 SET FLUSH WITH FINISH GRADE A .......... ............... ...7 ... I ........... LO ........ ............. > Curb Box With Cover- 0 C ... ........ ..... ............. 0 2" HDPE -0 _j ..... ............ ...... ..... 7 ...... Sleeve w �r III ......... V.. Ir Q ...... 0 ...... > Uj 45. U") CL 0 ...... 4 ... a- r-- - -- - -- -- 11 --------- Uj �5 v) :2 E o CONCRETE BASE Uj < 2 0 > Curb Stop Concrete Block 00 < STONE Corporation Stop Mueller H-1500, Or Equal I�L Water Main CAP Topped Service Clamp Ford F-1 or equivalent. Stake "E 8" DIRECTION OF FLOW Length - Varies 1t-0. 8. TEE 2" HDPE (Verify) '06 2 '. HDPE 1 24 Sleeve LO (D c ` - - - -- o :3 _j SUBSURFACE DRAIN RISER DETAIL 0 0-- Copper Service Line Service Clamp Must Be Omitted For Services 1" And Smaller And Direct Tops Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) For All -3/4" And 1" Service Lines Installed Under Pavement Install 2" HDPE Sleeve. NOTES 1. 1" Or Smaller Service Line Shall Be Direct Top Unless Approved By Carmel Utilities. 2. 1 )�" & 2" Service Lines Shall Use Wrap Around Clamps. Smith Blair 226 Or Equivalent. 3. Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 4. Service Line Tap Shall Be Installed With A Min. Horiz. Seperation Of 24". 5. 2" Taps & Smaller Shall Not Be Installed Within 18" Of Mechanical Joint Bells. WATER SERVICE DETAIL SCALE: NONE NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. COMBINED CONCRETE CURB AND GUTTER (TYPE 11) CONCRETE WALK (�r�� 6- SLOPE: 1/4" PER FOOT 1/4- R C4 - SCORE 1/4- R:''- --------- COMPACTED SUBGRADE CONCRETE CURB AND WALK • -0 -0 - 0-0 0 0-0 0-0 • 0-0 0 0 0 - 0 0 • 00 • C> 00 • C> 00 • 0 00 0 0 00 • 0 00 • C> 00 • 0 °0c • 00 0 0 0 . 0 00 . 0 0 0 • 0 • 0 0 0 0 0 • 0 0 • 0 0 • 0 O0 * 0 00 e 0 00 00 0 • 0 °0 • 0 00 °0 0 °0 1 1/2- H.M.A. SURFACE 2 1/2- H.M.A. BINDER 6- 153 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION FINISH GRADE CLEANOUT PLUG A I 0 6 PIPE APPROX. 90* COVER & SEAL BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY I I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS OTHERWISE SPECIFIED LENGTH. APPROX 90' LONG RADIUS CURVE DIAMETER AS - - - - - - - --- - - - - -- - - - - - - - SPECIFIED I I ON PLANS *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL Gr--en. T n ►-, Ir AF rnvpr and Prance LONG RADIUS CONCRETE ENCASED J: A SPRING LINE 4 OF PIPE .. 4 CONNECT TO EXISTING SERVICE • OR PLUG FOR FUTURE SERVICE. SANITARY SEWER LATERAL PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED TYPICAL CLEAN OUT DETAIL FOR SEWER MAIN. . rickwork to suit er required APPLIED JOINT SEALER fitted at inlet 1/2- PERFORATED TOOL BOTH SIDES OF TYPICAL UTILITY CROSSING PAVEMENT EXPANSION MATERIAL EXPANSION JOINT NO SCALE (n Ld X A 171 CONCRETE 3000 PSI 2*r- PAVEMENT 1/2 EXPANSION JOINT DETAIL 1/2"r 3" OF TOP SOIL -EXISTING GROUND GRANULAR--" BACKFILL 12- MIN. STRAIGHT CONCRETE CURB DETAIL NE TK_ preventing sewer gases from moving upstream. appliances connected should be individually trapped. GREASE INTERCEPTOR DETAIL Concrete bed and surround NORMAL GRADE - 1/4 PER FOOT MIN. -1 /8- PER FOOT ISOMETRIC PLAN USE 6" SEWER PIPE SPECIFIED UNLESS OTHERWISE APPROX. 90', PLAN VIEW CONNECTION TO MAIN SEWER- OQ 0 �a X00 0. Z Z L L L C (0 J < W 0 _j < W W 0 Uj (D N W, j Ld Z < > W < Z S < III Z (D LL W 6 co . 0 0 � 0 < n- ) Z Lo 2� 5 0 Z < 1: LO C) C) Q! M 0) C1 C) � iii I F- < Z 0 Ld Z < W U) < Z < Uj < Z WWZ Of F- Z LLJ 0 0 -r 0 U_ < LU < W C) L) W CY) No. % PE19 STATE OF L BY: DATE: SHEET C801 OF 8