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HomeMy WebLinkAbout38 C806 Site DetailsPRESSURE PIPE JOINT RESTRAINT TABLE Length Of Pipe To Be Restrained In Each Direction From Of Bend Based On 150 p5| Test Pressure neeri 6" 8^ 10^ 12" 14 16" 18" 20 24" 30 gD 'lugs 27' .35' 12' 50' 58' 65' 73' 80' 95' 115' 4-5 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/7^ 3' 3. 7/23/04 PER CITY OF cAnmeI, nAw/|row 7 8 COUNTY SURVEYOR, AND SOS 12' 14' Rtemmmmls encasement 1. 6/30/04 3 2. 6/30/04 ftnmrtm,tidiftgvWehql|(10omu 1. 6/30/04 OTE mm NO. DATE REI4SIOVQEB3RIP30N 01/////// N o. -0 o 0 7--- i 900119 oitilliboio wS& 0-0.c)ik Engineers, By: Jones Henry ""n����m� CL/EiVT: PLATINUM PROPERTIES, LLC 9551 DELEGATES ROW INDIANAPOLIS, INDIANA 46250 PHONE: 317-818-2900 FAX: 317-818-2810 SikariffikalieliaiatT The recipient of these materials understands that copyright in the materials is owned by |s|, and o|so, that the materials contain priviledged and confidential business information of 4coo,mno|r, the recipient agrees to retain these materials in strict confidence and agrees not to disclose these materials to any other party and further agrees not to make copies of the materials. The recipient agrees to use the materials only for the limited purpose for which |E| has made the materials ovoxob|e, and recipient agrees to return all materials to |B either upon completion of the intended purpose or upon the request of |c|, whichever comes first. SITE ADDRESS:* BELLEYOOD SUBDIVISION 1318t STREET WEST ROAD CARMEL, INDIANA SCALE: N.T.S. &x/� 7/23/04 DESIGNED .9Y: DGP DRAWN6� HwR CHECKED BY: DGP 17S0 8"1 03-03 RLE NAME: 03270001 dwg DRAWING TITLE SITE DETAILS SHEET NO: C806 OFFICE OF THE HAMILTON COUNTY SURVEYOR PRESSURE PIPE JOINT RESTRAINT TABLE Length Of Pipe To Be Restrained In Each Direction From Of Bend Based On 150 p5| Test Pressure Degree Of Bend 6" 8^ 10^ 12" 14 16" 18" 20 24" 30 gD 'lugs 27' .35' 12' 50' 58' 65' 73' 80' 95' 115' 4-5 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/7^ 3' 4' 5' 6' 7 8 9' 10' 12' 14' 11-1/4 2' 2 3 3 4' 4' 4' 5' 6' 7' Restrained Joints US Pipe TR Flex Or Equal. NOTE: ||x ABOVE NL DESIGN Shall Be Mechanical Joint With Retainer [xonda, Joint Syotem, US Pipe Field LOK Gasket System, RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. CITY OF CARMEL STANDARD ..^S TITLE: ]/l|K]7' RESTRAINT TABLE Date: March 200 Scale: Not To Scale Engineers, By: Jones Henry ""n����m� Dwg wamcmmo OFFICE OF THE HAMILTON COUNTY SURVEYOR oANo rellmniCxiiWnAM PLACE S STRIP .R i In D, CAxmxmzIN^oEERS M MAIM NOTION Ti5P onnAI& pARSDnITE 111113CIES !PLAN' FILTER STRIP PLACE sum MAY mm MET m DURANCE MvMROADS IN LESS THAN mm MT. xLACRONE SIGN IN CENTER POINT OP TER MAZE STRIP Berms ROAM re TEE vvmSIu.^TION ^uumm^,v IN Mm MR: CuILmmo, FILM nap N,LLav ON m"man'w' *mm ONLY. 'm�un'mv NOT TO 'SCAM OFFICE THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE STRUCTORIO °ra=vUREo ^"p^u AND asps co BE EM x� 411' m GREATER QUALITY QUALRam= ru^m o,, n, n�v cameo TIC TIC SILL ���w (HURT TO INVEST 9141:11nu xr�.^�M�m 19,u w nmwm" N° 1111011 11 70 11 ���O ^�mv�^ m TO 11 mam� "��v Pi TO 97 v^ x x� OR R� I OS D IN1 OS v4 PIPES MO LARmICR THAN wr CAN WC oSW IN THE E sin nn Taw BOX •«mcnwINm AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE.. ^•SPm mL NOM STRUCTURES omEFmm THAN wr FROM TO myna WILL BE A m.u.00 A BOX WITH STEPS UNLESS SPECIAL DEMON IS vppuovmo SPECIAL NOM STRUCTURES TILL In DESIGNED FOR MAXIMUM FLOW IN r,xm^ SPECIAL worVwnnury HAT REQUIRE STRIPS TO SE INSTALLED AFTER STRUCTURE /w SET, r* HMSO VS ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE mrummuRDPIANW Aprmovmn` minx u KAM ovSTETmu D-1.8 SIZE "W" "U"** 6" 2'-6 2'-O 4" B 2 2'-1 4" 10" 2'-6 2'-3 4" 12" J'-g 2'-5 4" 15" 3'-0 2'- 5" 18 3'-8 3'-O" 5" 21 J'-11 3'-4 6" 24 4' -J^ 3'-8^ G^ 27" '-11" 5-� 3-l1 30 5`-8 4'-4 6" 36 8'-J 5'-2 6" 42" 8'-11 8" 48" 7 g^ 54" 8'-0^ 9" 80 8'-5 9" 06 9'-1^ 9" 72 g'-D 10 78" 10'-3 10" OFFICE OF TIEIE IA LTON COUNTY SURVEYOR NO mkt AND Corm AS EcimRD Nahr-MIPHAime wane 8PAra arz .4 1,4. 01 in Pize trargreri M'S m"IlanIt�. KILL OMIT 114.11101.11 "Tire AA SPECITIPO. A°EOLS *OmFOmM TO AIM vm inrcilife PrEpgraH TO u Mt PONT =PR VENCE KNOC.TS AND m=ss omsesso. n� ^mmmmm/VU rs tra STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (oBAmmm NOT ,mScALm I AMI TON COUNTY SURVEYOR'S OFFICE momm 1rou MOS STANDARD PLAn CURB INLET LOCATION FLOWLINES REQUIRED IF CURB rmWLINE GRADE m LIESS THAN .76x ALTERNATiVE mm, BE USED .r omts rmwLmm GRADE IS GREATER xSAw TOP 'uwrING NOT TOSCALD /kl�TT.���J COUNTY Sl}��V����Of�'S OFFICE I �vmw`_Lz�um� vmm «gy�W� D xmr� %a^wLmwm��n *v*M� OFF'ICE OF THE HAMILTON COUNTY SURVEYOR VI ii II I MODIFIED S'TANDARD PLAN OFFICE OF THE HAMILTON COUNTY SURVEYOR GSA NOIEt S.Y.Serd *Mallow ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~��� ^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum PIPE UNDERDRAIN IC 0111 sikerS ^^=vWIER Table Is For AS TM D-3031. Wax Thickness Class SDP 35 For 6 And ASTM F /y Wall Thickness Class T-1 For 18 For Other Flexible Pipes, Minimum Trench Width ^V~ Shall mcut Manufacturer's Requirements. l'-O Minimum Undisturbed Ground Existing Pavement, Saw Out Straight Edge Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.O2b Undisturbed Earth 7-[] or "U" At Top Of Pipe FOR SEWER AND WATER MAINS NTS CITY OF K� STANDARD DETAILS Date: March 2001 --Moich Existing Pavement Material And Thickness TA L Scale: Not To Scale -Approved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Bowera, Water Linoa, Gas Uneo, Telephone Cable And Electrical Conduito, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lin eS. For Flexible Pipe With Solid Or Profile Walls, Granular Bedding Material Shall Be Placed And Hand Tamped In 6" Layers To A Minimum Of 1 Above Pipe. Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" layers to 8 to 12 inches above pipe. Bedding Material Shall Conform To INDOT 903.02. Size No. 8 Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With A3TW D-2321. TITLE: TRENCH Fl T/1 TRENCH SCHEDULE E Drawn By: Jones mHenry Engineers, Inc. Drawing Name: Water Main Tee M.J. Hydrant Assembly Restrained Length And Fittings As Required Notes: 1. At High Points Along Main Water Line Where Indicated On Orowings, Anchoring Tee Shall Be Set At 45 Angle Upwards And Connected To 6" 45 Bend. Main Water Line Shall Be Lowered To Prev. e Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Te� 3. Hydrants Shall Be Set At 500' Max. Horizontal Distonor, Or Less As Specified By Fire Department 4. All valves must include Posi-Cap or equivalent Min. D 01 Mueller Centurion A-123, Or Equal Painted "Safety Yellow" 1'-0 Min. io| Conforming To INDOT 903.02. Size No. 8 One 8"x8"xl 6" Solid Conc. Block Or 6 Min. C|oss Concrete Base On Undisturbed ground. 5. Hydront Valves must be restrained to the tee with either all threod, or an anchoring tee. CITY OF CARMEL FIRE ��\/[l[��K]T HYDRANT STANDARD [l [l ��T� I c� ASSEMBLY Scale: Not To o�°" ep�nva& Henry Name: owm =o°' Engineers, Inc. 0 Curb Box With Cover L Curb Stop Corporation Stop Mueller n-15008. Or Equal Water Main Double Strap Service Saddle Length Varies Lc, Copper ervice Line Service Saddle Must Be Omitted For Services 1" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) Date: March 2001 Concrete Block CITY OF /`���K���| CARMEL STANDARD DETAILS Scale: Not To Scale wDTE: 7) 1" Or Smaller Service Line Shall Be Direct Top Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A min Horz. Seperation Of 24". 4) 2 inch taps and smaller shall not be installed within 18 inches of mechanical joints and bells. TITLE: WATER SERVICE DETAIL Drawn By: Jones Henry Drawing Name: cnomr��m� Existing Water Main Tapping Sleeve Varies 7� -Valve Bend As Required Varies Note: All Joints Shall Be Restrained Except In Run Of Tee. PLAN New Pipe Shall Be Installed Under The Existing Water Main —Tee 0 l New Water Main Notes: 1) Mogo|ug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered ocrop, and shall not be installed into system. 12" Win. CITY OF /`���k���| CARMEL STANDARD DETAILS Date: March 2001 Scale: wotn"Scal" SECTION TITLE: r- See Trench Detail For Backfill Requirements Existing Water Main —New Water Main Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02. Size No. 8 WATER ���|N CONNECTION DETAIL Drawn By: Jones Henry Drawing Name: Engineers, Inc. o Property Line SIZE "W" "U"** 6" 2'-6 2'-O 4" B 2 2'-1 4" 10" 2'-6 2'-3 4" 12" J'-g 2'-5 4" 15" 3'-0 2'- 5" 18 3'-8 3'-O" 5" 21 J'-11 3'-4 6" 24 4' -J^ 3'-8^ G^ 27" '-11" 5-� 3-l1 30 5`-8 4'-4 6" 36 8'-J 5'-2 6" 42" 8'-11 8" 48" 7 g^ 54" 8'-0^ 9" 80 8'-5 9" 06 9'-1^ 9" 72 g'-D 10 78" 10'-3 10" OFFICE OF TIEIE IA LTON COUNTY SURVEYOR NO mkt AND Corm AS EcimRD Nahr-MIPHAime wane 8PAra arz .4 1,4. 01 in Pize trargreri M'S m"IlanIt�. KILL OMIT 114.11101.11 "Tire AA SPECITIPO. A°EOLS *OmFOmM TO AIM vm inrcilife PrEpgraH TO u Mt PONT =PR VENCE KNOC.TS AND m=ss omsesso. n� ^mmmmm/VU rs tra STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (oBAmmm NOT ,mScALm I AMI TON COUNTY SURVEYOR'S OFFICE momm 1rou MOS STANDARD PLAn CURB INLET LOCATION FLOWLINES REQUIRED IF CURB rmWLINE GRADE m LIESS THAN .76x ALTERNATiVE mm, BE USED .r omts rmwLmm GRADE IS GREATER xSAw TOP 'uwrING NOT TOSCALD /kl�TT.���J COUNTY Sl}��V����Of�'S OFFICE I �vmw`_Lz�um� vmm «gy�W� D xmr� %a^wLmwm��n *v*M� OFF'ICE OF THE HAMILTON COUNTY SURVEYOR VI ii II I MODIFIED S'TANDARD PLAN OFFICE OF THE HAMILTON COUNTY SURVEYOR GSA NOIEt S.Y.Serd *Mallow ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~��� ^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum PIPE UNDERDRAIN IC 0111 sikerS ^^=vWIER Table Is For AS TM D-3031. Wax Thickness Class SDP 35 For 6 And ASTM F /y Wall Thickness Class T-1 For 18 For Other Flexible Pipes, Minimum Trench Width ^V~ Shall mcut Manufacturer's Requirements. l'-O Minimum Undisturbed Ground Existing Pavement, Saw Out Straight Edge Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.O2b Undisturbed Earth 7-[] or "U" At Top Of Pipe FOR SEWER AND WATER MAINS NTS CITY OF K� STANDARD DETAILS Date: March 2001 --Moich Existing Pavement Material And Thickness TA L Scale: Not To Scale -Approved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Bowera, Water Linoa, Gas Uneo, Telephone Cable And Electrical Conduito, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lin eS. For Flexible Pipe With Solid Or Profile Walls, Granular Bedding Material Shall Be Placed And Hand Tamped In 6" Layers To A Minimum Of 1 Above Pipe. Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" layers to 8 to 12 inches above pipe. Bedding Material Shall Conform To INDOT 903.02. Size No. 8 Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With A3TW D-2321. TITLE: TRENCH Fl T/1 TRENCH SCHEDULE E Drawn By: Jones mHenry Engineers, Inc. Drawing Name: Water Main Tee M.J. Hydrant Assembly Restrained Length And Fittings As Required Notes: 1. At High Points Along Main Water Line Where Indicated On Orowings, Anchoring Tee Shall Be Set At 45 Angle Upwards And Connected To 6" 45 Bend. Main Water Line Shall Be Lowered To Prev. e Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Te� 3. Hydrants Shall Be Set At 500' Max. Horizontal Distonor, Or Less As Specified By Fire Department 4. All valves must include Posi-Cap or equivalent Min. D 01 Mueller Centurion A-123, Or Equal Painted "Safety Yellow" 1'-0 Min. io| Conforming To INDOT 903.02. Size No. 8 One 8"x8"xl 6" Solid Conc. Block Or 6 Min. C|oss Concrete Base On Undisturbed ground. 5. Hydront Valves must be restrained to the tee with either all threod, or an anchoring tee. CITY OF CARMEL FIRE ��\/[l[��K]T HYDRANT STANDARD [l [l ��T� I c� ASSEMBLY Scale: Not To o�°" ep�nva& Henry Name: owm =o°' Engineers, Inc. 0 Curb Box With Cover L Curb Stop Corporation Stop Mueller n-15008. Or Equal Water Main Double Strap Service Saddle Length Varies Lc, Copper ervice Line Service Saddle Must Be Omitted For Services 1" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) Date: March 2001 Concrete Block CITY OF /`���K���| CARMEL STANDARD DETAILS Scale: Not To Scale wDTE: 7) 1" Or Smaller Service Line Shall Be Direct Top Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A min Horz. Seperation Of 24". 4) 2 inch taps and smaller shall not be installed within 18 inches of mechanical joints and bells. TITLE: WATER SERVICE DETAIL Drawn By: Jones Henry Drawing Name: cnomr��m� Existing Water Main Tapping Sleeve Varies 7� -Valve Bend As Required Varies Note: All Joints Shall Be Restrained Except In Run Of Tee. PLAN New Pipe Shall Be Installed Under The Existing Water Main —Tee 0 l New Water Main Notes: 1) Mogo|ug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered ocrop, and shall not be installed into system. 12" Win. CITY OF /`���k���| CARMEL STANDARD DETAILS Date: March 2001 Scale: wotn"Scal" SECTION TITLE: r- See Trench Detail For Backfill Requirements Existing Water Main —New Water Main Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02. Size No. 8 WATER ���|N CONNECTION DETAIL Drawn By: Jones Henry Drawing Name: Engineers, Inc. o Property Line OFFICE OF TIEIE IA LTON COUNTY SURVEYOR NO mkt AND Corm AS EcimRD Nahr-MIPHAime wane 8PAra arz .4 1,4. 01 in Pize trargreri M'S m"IlanIt�. KILL OMIT 114.11101.11 "Tire AA SPECITIPO. A°EOLS *OmFOmM TO AIM vm inrcilife PrEpgraH TO u Mt PONT =PR VENCE KNOC.TS AND m=ss omsesso. n� ^mmmmm/VU rs tra STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (oBAmmm NOT ,mScALm I AMI TON COUNTY SURVEYOR'S OFFICE momm 1rou MOS STANDARD PLAn CURB INLET LOCATION FLOWLINES REQUIRED IF CURB rmWLINE GRADE m LIESS THAN .76x ALTERNATiVE mm, BE USED .r omts rmwLmm GRADE IS GREATER xSAw TOP 'uwrING NOT TOSCALD /kl�TT.���J COUNTY Sl}��V����Of�'S OFFICE I �vmw`_Lz�um� vmm «gy�W� D xmr� %a^wLmwm��n *v*M� OFF'ICE OF THE HAMILTON COUNTY SURVEYOR VI ii II I MODIFIED S'TANDARD PLAN OFFICE OF THE HAMILTON COUNTY SURVEYOR GSA NOIEt S.Y.Serd *Mallow ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~��� ^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum PIPE UNDERDRAIN IC 0111 sikerS ^^=vWIER Table Is For AS TM D-3031. Wax Thickness Class SDP 35 For 6 And ASTM F /y Wall Thickness Class T-1 For 18 For Other Flexible Pipes, Minimum Trench Width ^V~ Shall mcut Manufacturer's Requirements. l'-O Minimum Undisturbed Ground Existing Pavement, Saw Out Straight Edge Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.O2b Undisturbed Earth 7-[] or "U" At Top Of Pipe FOR SEWER AND WATER MAINS NTS CITY OF K� STANDARD DETAILS Date: March 2001 --Moich Existing Pavement Material And Thickness TA L Scale: Not To Scale -Approved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Bowera, Water Linoa, Gas Uneo, Telephone Cable And Electrical Conduito, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lin eS. For Flexible Pipe With Solid Or Profile Walls, Granular Bedding Material Shall Be Placed And Hand Tamped In 6" Layers To A Minimum Of 1 Above Pipe. Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" layers to 8 to 12 inches above pipe. Bedding Material Shall Conform To INDOT 903.02. Size No. 8 Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With A3TW D-2321. TITLE: TRENCH Fl T/1 TRENCH SCHEDULE E Drawn By: Jones mHenry Engineers, Inc. Drawing Name: Water Main Tee M.J. Hydrant Assembly Restrained Length And Fittings As Required Notes: 1. At High Points Along Main Water Line Where Indicated On Orowings, Anchoring Tee Shall Be Set At 45 Angle Upwards And Connected To 6" 45 Bend. Main Water Line Shall Be Lowered To Prev. e Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Te� 3. Hydrants Shall Be Set At 500' Max. Horizontal Distonor, Or Less As Specified By Fire Department 4. All valves must include Posi-Cap or equivalent Min. D 01 Mueller Centurion A-123, Or Equal Painted "Safety Yellow" 1'-0 Min. io| Conforming To INDOT 903.02. Size No. 8 One 8"x8"xl 6" Solid Conc. Block Or 6 Min. C|oss Concrete Base On Undisturbed ground. 5. Hydront Valves must be restrained to the tee with either all threod, or an anchoring tee. CITY OF CARMEL FIRE ��\/[l[��K]T HYDRANT STANDARD [l [l ��T� I c� ASSEMBLY Scale: Not To o�°" ep�nva& Henry Name: owm =o°' Engineers, Inc. 0 Curb Box With Cover L Curb Stop Corporation Stop Mueller n-15008. Or Equal Water Main Double Strap Service Saddle Length Varies Lc, Copper ervice Line Service Saddle Must Be Omitted For Services 1" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) Date: March 2001 Concrete Block CITY OF /`���K���| CARMEL STANDARD DETAILS Scale: Not To Scale wDTE: 7) 1" Or Smaller Service Line Shall Be Direct Top Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A min Horz. Seperation Of 24". 4) 2 inch taps and smaller shall not be installed within 18 inches of mechanical joints and bells. TITLE: WATER SERVICE DETAIL Drawn By: Jones Henry Drawing Name: cnomr��m� Existing Water Main Tapping Sleeve Varies 7� -Valve Bend As Required Varies Note: All Joints Shall Be Restrained Except In Run Of Tee. PLAN New Pipe Shall Be Installed Under The Existing Water Main —Tee 0 l New Water Main Notes: 1) Mogo|ug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered ocrop, and shall not be installed into system. 12" Win. CITY OF /`���k���| CARMEL STANDARD DETAILS Date: March 2001 Scale: wotn"Scal" SECTION TITLE: r- See Trench Detail For Backfill Requirements Existing Water Main —New Water Main Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02. Size No. 8 WATER ���|N CONNECTION DETAIL Drawn By: Jones Henry Drawing Name: Engineers, Inc. o Property Line CURB INLET LOCATION FLOWLINES REQUIRED IF CURB rmWLINE GRADE m LIESS THAN .76x ALTERNATiVE mm, BE USED .r omts rmwLmm GRADE IS GREATER xSAw TOP 'uwrING NOT TOSCALD /kl�TT.���J COUNTY Sl}��V����Of�'S OFFICE I �vmw`_Lz�um� vmm «gy�W� D xmr� %a^wLmwm��n *v*M� OFF'ICE OF THE HAMILTON COUNTY SURVEYOR VI ii II I MODIFIED S'TANDARD PLAN OFFICE OF THE HAMILTON COUNTY SURVEYOR GSA NOIEt S.Y.Serd *Mallow ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~��� ^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum PIPE UNDERDRAIN IC 0111 sikerS ^^=vWIER Table Is For AS TM D-3031. Wax Thickness Class SDP 35 For 6 And ASTM F /y Wall Thickness Class T-1 For 18 For Other Flexible Pipes, Minimum Trench Width ^V~ Shall mcut Manufacturer's Requirements. l'-O Minimum Undisturbed Ground Existing Pavement, Saw Out Straight Edge Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.O2b Undisturbed Earth 7-[] or "U" At Top Of Pipe FOR SEWER AND WATER MAINS NTS CITY OF K� STANDARD DETAILS Date: March 2001 --Moich Existing Pavement Material And Thickness TA L Scale: Not To Scale -Approved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Bowera, Water Linoa, Gas Uneo, Telephone Cable And Electrical Conduito, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lin eS. For Flexible Pipe With Solid Or Profile Walls, Granular Bedding Material Shall Be Placed And Hand Tamped In 6" Layers To A Minimum Of 1 Above Pipe. Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" layers to 8 to 12 inches above pipe. Bedding Material Shall Conform To INDOT 903.02. Size No. 8 Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With A3TW D-2321. TITLE: TRENCH Fl T/1 TRENCH SCHEDULE E Drawn By: Jones mHenry Engineers, Inc. Drawing Name: Water Main Tee M.J. Hydrant Assembly Restrained Length And Fittings As Required Notes: 1. At High Points Along Main Water Line Where Indicated On Orowings, Anchoring Tee Shall Be Set At 45 Angle Upwards And Connected To 6" 45 Bend. Main Water Line Shall Be Lowered To Prev. e Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Te� 3. Hydrants Shall Be Set At 500' Max. Horizontal Distonor, Or Less As Specified By Fire Department 4. All valves must include Posi-Cap or equivalent Min. D 01 Mueller Centurion A-123, Or Equal Painted "Safety Yellow" 1'-0 Min. io| Conforming To INDOT 903.02. Size No. 8 One 8"x8"xl 6" Solid Conc. Block Or 6 Min. C|oss Concrete Base On Undisturbed ground. 5. Hydront Valves must be restrained to the tee with either all threod, or an anchoring tee. CITY OF CARMEL FIRE ��\/[l[��K]T HYDRANT STANDARD [l [l ��T� I c� ASSEMBLY Scale: Not To o�°" ep�nva& Henry Name: owm =o°' Engineers, Inc. 0 Curb Box With Cover L Curb Stop Corporation Stop Mueller n-15008. Or Equal Water Main Double Strap Service Saddle Length Varies Lc, Copper ervice Line Service Saddle Must Be Omitted For Services 1" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) Date: March 2001 Concrete Block CITY OF /`���K���| CARMEL STANDARD DETAILS Scale: Not To Scale wDTE: 7) 1" Or Smaller Service Line Shall Be Direct Top Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A min Horz. Seperation Of 24". 4) 2 inch taps and smaller shall not be installed within 18 inches of mechanical joints and bells. TITLE: WATER SERVICE DETAIL Drawn By: Jones Henry Drawing Name: cnomr��m� Existing Water Main Tapping Sleeve Varies 7� -Valve Bend As Required Varies Note: All Joints Shall Be Restrained Except In Run Of Tee. PLAN New Pipe Shall Be Installed Under The Existing Water Main —Tee 0 l New Water Main Notes: 1) Mogo|ug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered ocrop, and shall not be installed into system. 12" Win. CITY OF /`���k���| CARMEL STANDARD DETAILS Date: March 2001 Scale: wotn"Scal" SECTION TITLE: r- See Trench Detail For Backfill Requirements Existing Water Main —New Water Main Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02. Size No. 8 WATER ���|N CONNECTION DETAIL Drawn By: Jones Henry Drawing Name: Engineers, Inc. o Property Line OFF'ICE OF THE HAMILTON COUNTY SURVEYOR VI ii II I MODIFIED S'TANDARD PLAN OFFICE OF THE HAMILTON COUNTY SURVEYOR GSA NOIEt S.Y.Serd *Mallow ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~��� ^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum PIPE UNDERDRAIN IC 0111 sikerS ^^=vWIER Table Is For AS TM D-3031. Wax Thickness Class SDP 35 For 6 And ASTM F /y Wall Thickness Class T-1 For 18 For Other Flexible Pipes, Minimum Trench Width ^V~ Shall mcut Manufacturer's Requirements. l'-O Minimum Undisturbed Ground Existing Pavement, Saw Out Straight Edge Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.O2b Undisturbed Earth 7-[] or "U" At Top Of Pipe FOR SEWER AND WATER MAINS NTS CITY OF K� STANDARD DETAILS Date: March 2001 --Moich Existing Pavement Material And Thickness TA L Scale: Not To Scale -Approved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Bowera, Water Linoa, Gas Uneo, Telephone Cable And Electrical Conduito, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lin eS. For Flexible Pipe With Solid Or Profile Walls, Granular Bedding Material Shall Be Placed And Hand Tamped In 6" Layers To A Minimum Of 1 Above Pipe. Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" layers to 8 to 12 inches above pipe. Bedding Material Shall Conform To INDOT 903.02. Size No. 8 Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With A3TW D-2321. TITLE: TRENCH Fl T/1 TRENCH SCHEDULE E Drawn By: Jones mHenry Engineers, Inc. Drawing Name: Water Main Tee M.J. Hydrant Assembly Restrained Length And Fittings As Required Notes: 1. At High Points Along Main Water Line Where Indicated On Orowings, Anchoring Tee Shall Be Set At 45 Angle Upwards And Connected To 6" 45 Bend. Main Water Line Shall Be Lowered To Prev. e Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Te� 3. Hydrants Shall Be Set At 500' Max. Horizontal Distonor, Or Less As Specified By Fire Department 4. All valves must include Posi-Cap or equivalent Min. D 01 Mueller Centurion A-123, Or Equal Painted "Safety Yellow" 1'-0 Min. io| Conforming To INDOT 903.02. Size No. 8 One 8"x8"xl 6" Solid Conc. Block Or 6 Min. C|oss Concrete Base On Undisturbed ground. 5. Hydront Valves must be restrained to the tee with either all threod, or an anchoring tee. CITY OF CARMEL FIRE ��\/[l[��K]T HYDRANT STANDARD [l [l ��T� I c� ASSEMBLY Scale: Not To o�°" ep�nva& Henry Name: owm =o°' Engineers, Inc. 0 Curb Box With Cover L Curb Stop Corporation Stop Mueller n-15008. Or Equal Water Main Double Strap Service Saddle Length Varies Lc, Copper ervice Line Service Saddle Must Be Omitted For Services 1" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) Date: March 2001 Concrete Block CITY OF /`���K���| CARMEL STANDARD DETAILS Scale: Not To Scale wDTE: 7) 1" Or Smaller Service Line Shall Be Direct Top Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A min Horz. Seperation Of 24". 4) 2 inch taps and smaller shall not be installed within 18 inches of mechanical joints and bells. TITLE: WATER SERVICE DETAIL Drawn By: Jones Henry Drawing Name: cnomr��m� Existing Water Main Tapping Sleeve Varies 7� -Valve Bend As Required Varies Note: All Joints Shall Be Restrained Except In Run Of Tee. PLAN New Pipe Shall Be Installed Under The Existing Water Main —Tee 0 l New Water Main Notes: 1) Mogo|ug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered ocrop, and shall not be installed into system. 12" Win. CITY OF /`���k���| CARMEL STANDARD DETAILS Date: March 2001 Scale: wotn"Scal" SECTION TITLE: r- See Trench Detail For Backfill Requirements Existing Water Main —New Water Main Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02. Size No. 8 WATER ���|N CONNECTION DETAIL Drawn By: Jones Henry Drawing Name: Engineers, Inc. o Property Line OFFICE OF THE HAMILTON COUNTY SURVEYOR GSA NOIEt S.Y.Serd *Mallow ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~��� ^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum PIPE UNDERDRAIN IC 0111 sikerS ^^=vWIER Table Is For AS TM D-3031. Wax Thickness Class SDP 35 For 6 And ASTM F /y Wall Thickness Class T-1 For 18 For Other Flexible Pipes, Minimum Trench Width ^V~ Shall mcut Manufacturer's Requirements. l'-O Minimum Undisturbed Ground Existing Pavement, Saw Out Straight Edge Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.O2b Undisturbed Earth 7-[] or "U" At Top Of Pipe FOR SEWER AND WATER MAINS NTS CITY OF K� STANDARD DETAILS Date: March 2001 --Moich Existing Pavement Material And Thickness TA L Scale: Not To Scale -Approved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Bowera, Water Linoa, Gas Uneo, Telephone Cable And Electrical Conduito, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lin eS. For Flexible Pipe With Solid Or Profile Walls, Granular Bedding Material Shall Be Placed And Hand Tamped In 6" Layers To A Minimum Of 1 Above Pipe. Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" layers to 8 to 12 inches above pipe. Bedding Material Shall Conform To INDOT 903.02. Size No. 8 Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With A3TW D-2321. TITLE: TRENCH Fl T/1 TRENCH SCHEDULE E Drawn By: Jones mHenry Engineers, Inc. Drawing Name: Water Main Tee M.J. Hydrant Assembly Restrained Length And Fittings As Required Notes: 1. At High Points Along Main Water Line Where Indicated On Orowings, Anchoring Tee Shall Be Set At 45 Angle Upwards And Connected To 6" 45 Bend. Main Water Line Shall Be Lowered To Prev. e Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Te� 3. Hydrants Shall Be Set At 500' Max. Horizontal Distonor, Or Less As Specified By Fire Department 4. All valves must include Posi-Cap or equivalent Min. D 01 Mueller Centurion A-123, Or Equal Painted "Safety Yellow" 1'-0 Min. io| Conforming To INDOT 903.02. Size No. 8 One 8"x8"xl 6" Solid Conc. Block Or 6 Min. C|oss Concrete Base On Undisturbed ground. 5. Hydront Valves must be restrained to the tee with either all threod, or an anchoring tee. CITY OF CARMEL FIRE ��\/[l[��K]T HYDRANT STANDARD [l [l ��T� I c� ASSEMBLY Scale: Not To o�°" ep�nva& Henry Name: owm =o°' Engineers, Inc. 0 Curb Box With Cover L Curb Stop Corporation Stop Mueller n-15008. Or Equal Water Main Double Strap Service Saddle Length Varies Lc, Copper ervice Line Service Saddle Must Be Omitted For Services 1" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) Date: March 2001 Concrete Block CITY OF /`���K���| CARMEL STANDARD DETAILS Scale: Not To Scale wDTE: 7) 1" Or Smaller Service Line Shall Be Direct Top Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A min Horz. Seperation Of 24". 4) 2 inch taps and smaller shall not be installed within 18 inches of mechanical joints and bells. TITLE: WATER SERVICE DETAIL Drawn By: Jones Henry Drawing Name: cnomr��m� Existing Water Main Tapping Sleeve Varies 7� -Valve Bend As Required Varies Note: All Joints Shall Be Restrained Except In Run Of Tee. PLAN New Pipe Shall Be Installed Under The Existing Water Main —Tee 0 l New Water Main Notes: 1) Mogo|ug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered ocrop, and shall not be installed into system. 12" Win. CITY OF /`���k���| CARMEL STANDARD DETAILS Date: March 2001 Scale: wotn"Scal" SECTION TITLE: r- See Trench Detail For Backfill Requirements Existing Water Main —New Water Main Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02. Size No. 8 WATER ���|N CONNECTION DETAIL Drawn By: Jones Henry Drawing Name: Engineers, Inc. o Property Line