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Home My WebLink About17080193.23OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS GUARD SIDE PROFILE � ..� t• a i e ' e.e ♦ s.• nr ♦ a4 s.: ♦ 1 3r TOP VIEW r� ns s.• �• ° I III;lIIIIII ;TI �.z `s z iii-'. ♦ � � sr s.0 ,♦ e 1 a . a,♦ s.• ♦ J d Ara L4 > 1 e ♦ WM Ij CF ®O BASED a 50 -5f TOT'°PE5Saff a016 1 eAis . Pu>n ♦m xoT-[at{is eTLz- C Lim, P4TD. a P A 1[[ RIP •Tle l WTS 01 ILUYI[1:Y PAWTatJ•T a soin w♦Tlarue NOTE. as SO [mai TYWUOe APp ef31 R aLL01[6 e oaa[e aDAm mau m amw•.su r' ^J[aeSb-G eOT TO K•lP HAMILTON COUNTY SU3 EYOR'S OFFICE 30' >a u— + aur aaa AoPRr ti,E✓ — ICI- � xa[cna .ncer� STAR^ARD PLAY 4yww sie.r::a - � D- _,. lE5TRASED JOINTS SHALE BE MSRWiOAL JOM am RETANER CdANX, US MIRE TR REX DONT 5T5T9t Us FIFE FIEI _M GASKET S"S'=_wt OR EOIIAL NOTE, THE MOVE MTRAa® JONT LETrOTHS ARE MPPtl1 LBCPTHB. THE DE "N 944411 R SILALL DETI MI E IF I -• - °dW �D I i,� JOINT RESTRAINT ONSER LESTANDARD DETAILS TABLE awnc. Mafr Aa AMb .9fea N Rehvl+.e essr n an air PLAN 0 aarr�A' ew. as r �..r w a ..lire Irl !) ra N rls A •►• ♦Rawl �r r,d r a�lrr ae'ae ear ar r r lrw rr ala aeb`il CITY OF CARMEL ( WATER MAIN STANDARD DETAILS CONNEC'ION DETAIL r err amp r. wn . su. .�"'A aa•+,. n..: m 6"Vw,e 9— III IJI�III Illlljljlll Ii'lill�lll � � E66J& PIPE JON' fE87RI TABLE � jl�;ll�ijll Curbea fh Corerr/Ud Cow Service L;iv LBG>u OF PIPE To Be RBBTRAIm N EAG- c smcTcN III;lIIIIII • S ..... SedeM WLW Be Omitted For Srd,-es t' And Smm'Mr Md DY eat Tee Moab M DueE9e I n Pipe. CMAs 350 Or rmorc. i1'en'H Rxh truer F Pmenxe CA— CLP.! J d � WM Ij CF ®O BASED a 50 -5f TOT'°PE5Saff STANDARD DETAILS NOTE. '�'� r' e• IO' O' A. ':6' b' :0' 7<• 30' 90', TEES 1 P-LIYd 7>. 35 tl' SO' Se 65' 3 � llbter Mor 11 roved A PP BY Carmel Utilities. n' B' 2r 24 a g 22-1/2' 3' 4' S' i T Jr t IG -'9 a• ''-L�4 2 2' 3' 3' C {' a' 5' � s Hyaioat Ass lE5TRASED JOINTS SHALE BE MSRWiOAL JOM am RETANER CdANX, US MIRE TR REX DONT 5T5T9t Us FIFE FIEI _M GASKET S"S'=_wt OR EOIIAL NOTE, THE MOVE MTRAa® JONT LETrOTHS ARE MPPtl1 LBCPTHB. THE DE "N 944411 R SILALL DETI MI E IF I -• - °dW �D I i,� JOINT RESTRAINT ONSER LESTANDARD DETAILS TABLE awnc. Mafr Aa AMb .9fea N Rehvl+.e essr n an air PLAN 0 aarr�A' ew. as r �..r w a ..lire Irl !) ra N rls A •►• ♦Rawl �r r,d r a�lrr ae'ae ear ar r r lrw rr ala aeb`il CITY OF CARMEL ( WATER MAIN STANDARD DETAILS CONNEC'ION DETAIL r err amp r. wn . su. .�"'A aa•+,. n..: m 6"Vw,e 9— III IJI�III Illlljljlll Ii'lill�lll � � 6"cote � jl�;ll�ijll Curbea fh Corerr/Ud Cow Service L;iv a III;lIIIIII • S ..... SedeM WLW Be Omitted For Srd,-es t' And Smm'Mr Md DY eat Tee Moab M DueE9e I n Pipe. CMAs 350 Or rmorc. i1'en'H Rxh truer F Pmenxe CA— CLP.! J d � I III STANDARD DETAILS NOTE. Y III�Ililiill � �I,Ilijljij ti � 1) I" Or Smaller Service Line APPROVED EXCAVATED x jl�llljllll � iji lljllll � j � dd^r1 3 � llbter Mor 11 roved A PP BY Carmel Utilities. m• Ill,iljlllj � � IIIljlllll � a g � " � zC 7P5 VIII !HOOT 9C3' Sire No. B a• 1 111111 II ;Ijl�iil � I;t One 8"r6"xis" Soltd � s Hyaioat Ass / 0a Block ar 61461, 3--0• Rastromed 5' Class B' _nancrete P Lngth And Flttogs 3 Bose CST Undaturbed rPiPes ir/'-t,1)c1r NASIIrr As Pequ.ved LACED AND I TMED P*MO fiN ground .Suri CII Man rMs+h - vanex 1'-0" 5• S' Shall Not Be Instolled Within 80- E)8* C17Y OF CARMEL STANDARDS STANDARD MULTI -USE PATH PAVEMENT, DRIVES, IIAI I'-0' ABOVE FIFE. DRAWING '0-20 AM?. MueAer Cnrturn.1 A-423 pehted "Salary Notes: I At High Paints. Along Mein ftter L.fne Hula h+dicoted cn Orow.ings. ,(rcha-Ing tee Sht& Be Set At 45" Anglin Up_* Md Caanecred :0 6' 45" End Mori+ 10I LHTe SYod Be Lorxed To Propye Si.lr;Mnt 0.— As Seeu6ed. 2 Alt Jbhts SAaJ.' Be Reet,a;Ted Except to ,Run 0l Tee. .I Nyrb-Ot-r is S�aN Be Set At 500' Mox HoNrenta' OW—, Or Less As Specllrod By Pse Departmnt 4. Ad wires must include Posf-Cap or equ;wbnt 5 Hydrant Votves must be restrained to the tee with either all thread, or an oncharrng tee. 6. Ail HyTA-ant .Stubs must hole tracer wire � � 6"cote -r" ac, nth Cover/L,N ��Iq@i IIhIlI7(?S Curbea fh Corerr/Ud Cow Service L;iv STANDARD Yd Le • S ..... SedeM WLW Be Omitted For Srd,-es t' And Smm'Mr Md DY eat Tee Moab M DueE9e I n Pipe. CMAs 350 Or rmorc. i1'en'H Rxh truer F Pmenxe CA— CLP.! J d t' -O` Ills. HDPE Sieere"• '(V•' ) STANDARD DETAILS NOTE. d dd d 51®E Otl� 1) I" Or Smaller Service Line APPROVED EXCAVATED CLU` i I "1 1 dd^r1 4' 4• llbter Mor 11 roved A PP BY Carmel Utilities. m• - € Bedd/ng Notarial Canf_wg To d d d d 1 d d d G l !HOOT 9C3' Sire No. B a• 1 2'-5• One 8"r6"xis" Soltd Tee - Ata s Hyaioat Ass / 0a Block ar 61461, 3--0• Rastromed 5' Class B' _nancrete BEDDING MATERIAL SHALL BE Lngth And Flttogs 3 Bose CST Undaturbed rPiPes ir/'-t,1)c1r NASIIrr As Pequ.ved LACED AND I TMED P*MO fiN ground Notes: I At High Paints. Along Mein ftter L.fne Hula h+dicoted cn Orow.ings. ,(rcha-Ing tee Sht& Be Set At 45" Anglin Up_* Md Caanecred :0 6' 45" End Mori+ 10I LHTe SYod Be Lorxed To Propye Si.lr;Mnt 0.— As Seeu6ed. 2 Alt Jbhts SAaJ.' Be Reet,a;Ted Except to ,Run 0l Tee. .I Nyrb-Ot-r is S�aN Be Set At 500' Mox HoNrenta' OW—, Or Less As Specllrod By Pse Departmnt 4. Ad wires must include Posf-Cap or equ;wbnt 5 Hydrant Votves must be restrained to the tee with either all thread, or an oncharrng tee. 6. Ail HyTA-ant .Stubs must hole tracer wire S'a � � -r" ac, nth Cover/L,N ��Iq@i IIhIlI7(?S Curbea fh Corerr/Ud Cow Service L;iv STANDARD i • S ..... SedeM WLW Be Omitted For Srd,-es t' And Smm'Mr Md DY eat Tee Moab M DueE9e I n Pipe. CMAs 350 Or rmorc. i1'en'H Rxh truer F Pmenxe CA— CLP.! CITY OF CARMEL IIDi RESIDENTIAL WATER SERVICE',, HDPE Sieere"• '(V•' ) STANDARD DETAILS NOTE. s a I�7+der Pvmnf) I U 51®E Otl� 1) I" Or Smaller Service Line APPROVED EXCAVATED CLU` i I "1 :'-e• -r. Shall Be Direct Top Unless 4' 4• I i I ^'I 11 roved A PP BY Carmel Utilities. m• - € 7-5• 2) Corporation Stop Shall Be Brand And Model Approved By a• 2'-S• 2'-5• Carmel Utilities. tc— STOP Copper se.,,:�e ra„° OR PROFILE WALLS, GRANULAR 3) Service Line Top Shall Be 3--0• 2 -0• 5' Installed With A Min. Hori2. BEDDING MATERIAL SHALL BE rY 3 Separation of 24' rPiPes ir/'-t,1)c1r NASIIrr I I�water LACED AND I TMED P*MO fiN 4) 2 inch Tops And Smaller .Suri CII Man rMs+h - vanex 1'-0" 5• S' Shall Not Be Instolled Within 6' 6' LAYERS TO A MNII'RM OF HDPE steere••! 3 -n• Within 18 Inches of Mechanical Joints And r' PAVEMENT, DRIVES, IIAI I'-0' ABOVE FIFE. Bells. 3'-6• r' OR WHERE ORDERED TALI h I �vaal 3'-n• S'a -r" ac, nth Cover/L,N ��Iq@i IIhIlI7(?S MATCH EMSTM's PAVEMENT Cow Service L;iv STANDARD TRENCH DETAIL do • S ..... SedeM WLW Be Omitted For Srd,-es t' And Smm'Mr Md DY eat Tee Moab M DueE9e I n Pipe. CMAs 350 Or rmorc. i1'en'H Rxh truer F Pmenxe CA— CLP.! CITY OF CARMEL IIDi RESIDENTIAL WATER SERVICE',, '" F of '° t L'nea msraRee w+aer Paremenr M.•:Px TOPE Sae- - F Pavearent Section. STANDARD DETAILS WITH CURB STOP DETAP �`• A=mom a00'a l$4{B ItaT TO 9U{X 51®E Otl� APPROVED EXCAVATED b• a. a�PAVEMENT ! ^' SELECT E2tCAVATm MATERIAL OR SPECIAL �! APPROVED EXCAVATED M LAM4rA- 1 • - HANDHANDTAMR°ED i' YpRS WIAgE LESS OT.EF DIRECTED NOTE: I. SELECT EXCAVATED MATERIAL OR SPECIAL BAOo-TLL SHALL BE PLACED UNDER ALL PAVEMENTS AND u wIN -H£ UMTS SNOIIN A30VE, 2 SPECIAL EJC*ILL SHALL CQiGq•". TO NDOT 2juino 3. SELECT EXCAVATED `1ATERIAL SHALL BE APPR7vED Br EW INEER Iii= Ffll@'1w1''f i2S LIMITS OF STANDARD DETAILS I SPECIAL BACKFILL CITY OF CARMEL FIRE HYDRANT -ABLE SDR 35 FOR 6'-15' AND ASTM F-619 WALL 'H, CKNESS 1'-m" MRD. U-Ir.ISTURBED CaRoic --{ ��Iq@i IIhIlI7(?S MATCH EMSTM's PAVEMENT 9J° SHALL MEET t1AWLFACTURE,R'S REQ IRE1'¢NT6 STANDARD TRENCH DETAIL do DETAILS TRENCH SCHEDULE MATERIAL AND THICIOE,SS Sig w �`• R• EXISTING. PAVE7"@1T, SAll APPROVED EXCAVATED b• a. :'-e• -r. 2'-d 2.... 4' 4• CUT STRAIGHT I EDGE MA-ERI,4_ IN LWAVED AREAS WLE55 OTFERWISE DIRECTED m• a'-6• 7-5• 4' FOR FLEXIBLE PIPE JATH S0.1D a• 2'-S• 2'-5• 4• OR PROFILE WALLS, GRANULAR 6' 3--0• 2 -0• 5' BEDDING MATERIAL SHALL BE rY 3 LACED AND I TMED P*MO fiN -6' i -0' S' SPECIAL BKFIL ALL UNDER 6' 6' LAYERS TO A MNII'RM OF 2" 3 -n• 5-4' r' PAVEMENT, DRIVES, IIAI I'-0' ABOVE FIFE. 3'-6• r' OR WHERE ORDERED TALI NOTE, 31, e'i' 3'-n• IN 6' LATER5 WDER EXISTRYz SELLERS, EATER LNES, GAS 30' •• SPECIAL BACIGILL SHALL LINES, TELEI CABLE AND ELECTRICAL 5•-e• 4'-4' r• COWORM TO RIDOT 2%11 CCNDUITS, BAO*ILL 167TH GRANLAR I BEDDRHG MATERIAL TO THE CENTER -NE OF 42' r' -II' e• } THE ZDOSTMG UTILRY. 4e' 5P T-<• a' -a' g e• �• BED FIFE M SPECIFIED GRANULAR ::"v\ ::1.'; : V BEDDMG MATERIAL 4,A)0 TAMPED ra 6'-a• y. \ / N 6' LAYERS TO PIPE CENTERLINE, W 5'-' y / BFDDINCT MATERIA. 544ALL CCNFORI �. 5.,6a w TO 1903,02, SIZE NC. 8 ,e' 'C 3' e' M•DI9TUiBED EARM17 "NOTE: V 15 THE MAXI'Ir WIDTH FOR Ri PIPES. TRENCH SC EDLLE 'V' IS THE MMPIU-I WDTH FOR FLEXIBLE PIPES IN ACCORDANCE HATH ASTM 0-232L TRENCH DETAIL FOR SELLER AND WATER MAINS CITY OF CARMEL FIRE HYDRANT -ABLE SDR 35 FOR 6'-15' AND ASTM F-619 WALL 'H, CKNESS STANDARD DETAILS ASSEMBLY CLASS T -I FOR I01-361. FOR OTHER FLEXIBLE FIPE5. '1!NM Jr! TRENCH MOTH ��Iq@i IIhIlI7(?S n 9J° SHALL MEET t1AWLFACTURE,R'S REQ IRE1'¢NT6 STANDARD TRENCH DETAIL do DETAILS TRENCH SCHEDULE I,c �v a�„ =�.r n� T. _.�. aan•exa . aa.aw a. A • ._, w. as HAND, INC. (HAMILTON COUNT` AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite i Noblesville, Indiana 46060 p Ifflo STRUCTUREPOINI ■ 7260 Shaaelalb Stenon l lndunaeolis. InaNana 66]5 TEL 317.547.5580 1 FAX 317.5/3.0270 r..aw.6m+PmPeeoiaLaom HOME PLACE HOUSING EAST 105TH STREET 8r MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCE INDEX DATE: 0317/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 1 TAC COMMENTS 05/10/201 3roject Number 2016.00348 SITE DETAILS C602