Loading...
HomeMy WebLinkAboutWESTONpt-MICHIGANrd-C6.4marmel Utilities 3450 W. 131 At. Strect 317-733-2855 Cannel, In. 46074 Fax 317-733-2053 INSIDE METER SPECS 518 x 314" -1" ITEH IX DESCRIPTION VV X 314-a DRS CIRETERS I SERVICE LINE 3A'KUHTER 1-K('IFILR _ YpK¢ FORDY50' FORDYb4 MUELLIERH5020=2G0', SOFT I MeHN0-3J® AY MCDONALD 42 AY M( DONALD 144 :. S I RFET SNEE'SNGLE VALVIII FORD AV9432Y%c FORD AV9yxMW nhYMOD©Nfr BFb PT1" ilit AY MCDONALD 4M IXIF INIVELLOR'. E249 MULLLER -. HOUSES_@_E ANGLE VALI, E FORD AV94-313W FORD AV94444W AY MCDONALD BTKY-'_']/AXO? AY MCD"NALD45E@o-'atXA MUELLERI?463 MUELLER 5 APPROVED BACKFLOW DIRECTLY BEHIND MIiTER. RP. DOUBLE CHECN' NOTE: THEIR WILL BE A $56.00 RE -INSPECT FEE FOR EACH ADDITE"L INSPECTION IF THE INSIDE SET IS BELOW GROUND LEVEL. IOU ARE REf#E4ERED TO RUN A CONDUIT WITH WIRE TO LOCATE OUR RADIO TRANSMITTER AT CTROflOMLE TEL OR ON AN OUTSIDE WALL RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes e City d Camel ((�� �N;T3l�)lDw4dDaA�tL DATE: \\ 08/19/19 Existing Water Main Tappm9 Sleeve ® u rve i T_ �vc�, AsnF As Repaired Nate All ,ia/ is Shall Be Restrained Except In Run Of AN, PLAN Noted 1) M,9,1i flinger pall be uaea No all mechanical pills. 2) wall d plandsh of own 4 it and smaller at . rebalanced scrap,II not Re retain into Peter, New P/pe Shill He Increases under me Existing Water Man Water Mail 4GOte Water Main ree _ As Required Notes: 1. At High Paints Along Main Hater Line xhere /nd/cded Or Orowmgs Anchoring Tee Shall Be Set At 41 Angle Opwords And Connected To 6" 41 Bend' Main Better Line Sholl Be Lowered To Provide Sufficient Cover As Specified 2 All Joints Shad/ Be Rea frgkrsd Except In Run Of Tee, 3 Hyr/rants Shoff Be Set At 500' Max. Horizonte/ Distance, Or Less As Specified By Fire Deportment 4. All moves must include Posi-Cop or eguirodent See M1ench Detail Fin Bockfill Requiremefs j calling Water Main 12" Min. -- t —New Water Moin { J Bed Pet In Davidoff Qanuie, stable, Material Nme r roped In 6"Loprz To POO CanrMlne BMbh9 Maixral Snell GmMm To INGOT 99J 02 Sae No, 6 SECTION CITY OF CARMEL WATER MAIN STANDARD DETAILS CONNECTION DETAIL to Mirth DAN Santa. Not To bid, coozioete 19 None. own Muefler Cenlurian A-423 pointed "Safety YNlow" 1'-0" Min. BeidCng Moteriol Cwlorming To MOOT 90302, Sale No. B One 8"x8116" Said Conc. Block O 6'Hin. class Concrete Bose On Undisturbed ground, 5. Hydrant Valves must be restrained to the tee with either 0/1 threod, or on anchoring tee. 6. All Hydrant Stubs must hove tracer wire CITY OF CARMEL FIRE HYDRANT STANDARD DETAILS ASSEMBLY No March 01 1 sine. Not To Awe es�i Mwvr neel"1 Nerve: cxe 5'-O c v E i 0 R 0 v W Pavement Select Excavated Material Or Special .- �7 Approved Excavated Material Backtill Hand Tamped In 6" L acterce Unless Otherwise Direded Nate: Select Excavated Material Or Special Bockfill Sholl Be Placed Under All Pavements And Within The Limits Shown Above Special Backfill Shot/ Conform To INDOT 211.02b Select Excavated Material Sholl Be Approved By Engineer. CITY OF CARMEL LIMITS OF STANDARD DETAILS SPECIAL BACKFILL ev be, Marts i001 &olr Not TO Scale ownoes.n & were No,ivg Hour CW PRESSURE PIPE JOINT RESTRAINT TABLE Length Of Pipe To Be Restrained In Each Direction From P Of Bend Based On 150 PSI Test Pressure Degree Of Bend 6e 8" 10" 12" 14" 16" 18" 20. 24" Jac 90 ;Teem 27' 35' 42' 50, 58' 65' 73' 80' 95' 115' Plugs 45" 7' 9' 11" 13" 15' D' 19" 21' 24' 29' 2 -1/2" 3' 4" 5' 6" 7 B' 9' 10' 12• 14' 11-1/4" 2' 2" 3" 3" 1 4' 4' 4" 5• 6'1 7' SIZE "No u"w. 'To 6" 2'-6" 2"-7 4" 8" 2'-6" 2'-1" 4" 10' 2'-6" 2-J" 4" 12' 2'-9" 2"-5" 4" 15e J'-0" 2"-8" 5" IB• 3'-6" Y-0" 5" 21" 3•-11" 3,-4" e" 24" ri 3'-8 6 27' 5,-6" J"-1J" 6" 30" 5"-9" 4-4" 6" J6" 6'-3" 5'-2" 6" 42" 6'-11• 8" di 54" so- 9" 66" g7�4- 9" 72" 10' 78" 10" Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE.' THE ASO ✓E RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. CITY OF CARMEL STANDARDDETAILS vc Ruth two IMuY Not *0 Sol, JOINT RESTRAINT TABLE are, done I a' Measure meirvurom ouue `Match Existing And Pavement Material/MaterialAna a/ rnrekntea CO pioneer over Approved Excavated Material In Unpaved Arens Unless Otherwise Directed TT Note' Under Existing Sewers Water Lines, \ Cos Lies, Telephone Cable And Y� Decrease conduits Bockfill Ann Author sar^m uaea /} Granular Bedding Material To The convince, arseanduspp Taww � cm�rime or me Existing udrrry m6Yalpa -� Lines. s*M eahxrvl and !�# Comb,", s uvoor 2n.om No preak ie or, wood saM a Pare, ware listener ,,grand wluor.maa boundheader eace boo s'uyw, s' n M,n.n,.,n O//a"A a. Pat. der s Lot eacealsen senator J V to 8 or Norai Hme rmp,J n 6" bleat sl s ea rn nuel a bananas ana. Undisturbed Earth - o slashed Act as can, Ad a "W" our "U" At Top Of Pipe + Nora "W" Is The Maximum Width Fair Rigid Pipes. 'Dais lie Minimum width Fair Frobob/e Pipes In Accordance With ASTM D-2311. ++ Table Is For ASTM D-JOJ4 Wall thickness Class SOR 35 For 6"-15' And ASTM F-679 Wolf thickness Goss 1-1 For I6'-36 For Other Flexible Pipes, Minimum Renter Math "U" Shelf Model Manufacturer's Requirements. W (h HOPE (Under TRENCH DETAIL FOR SEWER AND WATER MAINS NTS 1 •-0. CITY OF CARMEL STANDARD DETAILS in, MacF 2001 smle Nat Ta sale Concrete Block Curb Stop Copper Service Line Corporation Stop ToppeYiLength Servicer Alain Varies 1'-0"To Bui Sleeve•,(Verify) Pvmni) L e i h Curb Stop Curb Box With Cover/Lid Copper Service Line t Service Saddle Must fee Omitted For Services It MC Smaller And Direct Tops Mode to Deader bon Pipe. Coss 350 Or Granter. (Verify With Owner For Pressure Class GIP.) •' For all Service Lines Installed Dealer Pavement instal/ HOPE Sleeve Under Pavement section. TRENCH DETAIL & TRENCH SCHEDULE .a Elbert portly Nang Up NOTE.' 1) 1" Or Smaller Service Line Shall Be Direct Top Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Cormel Utilities. 3) Service Line Top Sholl Be Installed With A Min. HOrlZ. Separation of 24". 4) 2 Inch Tops And Smaller Shall Not Be Installed Within Within 18 Inches of Mechanical Joints And Bells. WATER STANDARD DETAILS COMMERCIAL SERVICE DETAIL mu We aE 11!@R16esooT w„e.xmmxela caraeewa INM.x C114-I CARMEL WATER DETAILS ,...of.?..Pr M b. `-. •P STATE OF ...� e F'c5'YNDIAN�; �4(F',d ''-.,..S LIAI EHO..00•• on as 3 W 3 N be AI W O 4 a Is w m Nse top La G� G� _ U do or ry deal be . deal actQ o can F LL O can ou l� N Oti B C/] As Ati rear Q' M r1 F e wd tN NO' CIS e E �ac z S o ac ' n w O 0 W Z a o ic be i WyDcI�ru W ,1 Cl Isl Ci a Lao a a 5 en ce to 1� G 011 1� W� 3 Wn E Q E w W _ m M O � O c C! w E� z -- o O o z z V O Ee—1 z t� F W O 5 z all z W F r Re Z I+y a - O z o1 DRAWN BY: TEN CHECKED BY: ALD PROJECT No. 1610-024 SHEET No C6.4