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HomeMy WebLinkAbout06070008.41a1 f4l, :. I - -- — z 3 4 5 6 Y Version A 01111701% E7il4trr IT.PeisYCle ]to l True !MA L_ ld' Ili• Tarn 2: BicvcLe T'srkine Location,gnd Dcs�n. K f i' -.ice -! (1r�) �L -!t• �i■,1 TYPioal BDadnO_Ble Y cFn F ix�tina Ranks FL. _ -- , ,. am„ei Ac� � xtLV Ekoq* P*rng.geq„•,.a�„tpr IN o■no Each Bicycle tack to Inks two hrcycles. Oldanecc Z•4XSlL5 6 04 Property Line Back Of Curb L 514' -0` )tin. t _t'-0� r ST�� 4 eft. Graded urns �--• in T d _ :4' $'deW3lk '- °' 4' fop Sail * Backf 11 Prepared Subgradc TYPICAL SIDEWALK SECTION NOT TO SC.xE * THE SPACE BEHIND THE CURB SHALL BE PILLED WITH SUTTA13LE MATERIAL TO THE REOUIREO ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED C IN DEPTH. SUBGRADE OR BASE UNDER ALL CJRBS, SIDEWALKS,.. -AND DRIVES SHALL BE COMPACTED IN ACCOROMCE WITH SECTION 207.02 OF THE STANDARD* SPECIFICATIONS. Tooled Or Sawed Joints 1 Thickness CIO$$ 'A Concrete . �' A+iinQrnum _ Sid£rsalk Built With Driveways Shol Have Minimum Thickness Of Or Thickness Of Drivewoy which Ever Is Greater. CONCRETE SIDEWALK NOT TO SCALE CITY OF CARMEL STANDARDS SIDEWALK DETAILS 1zE�o FIGURE 10 -14 , k i t f i i 61125f2e87 17 :37 32784159217 i I l p T0'� 3 1 f GENERAL NOTES: six l J13 76. s 96 =1a. x. li 4s ' 6 % rnterwm Thew dkoetrrimq we GO■d on a 6 � curb I �4i2_ -� hart 160 f *0 be Irapartarr■I) ■�aY1! . r'-0, Afil� MM 1bt gberoab hely t, Provide 7-0 bud ship it lbrdeylrlr6ed GrowAd NgAdr £A�'rt3rp PaMarvenf vlo.r: dmkiw.bl r r at&AdeceaFa,e„ee rovide atbanregdnd, 51ZE 'W' '1/** 'j"' 1latarlfa And 7hhbnesa 4YD� ' — 4taoaais1111E cosy beworrd*awo M Fxwikrg Pat4Wr►Rrvr d Sow m fa.tdw she mi, std TAM R" be ! Mier 6' 2 =fi' 2 =0" ¢ chrf SYtm+pMbIf Edge dea■ae■a m ■ artltan d a o. I fig ?'fig 2 _l. #e red Ewlvvi led Ala&4W Al t*;acieid �3 The Wbm edge of on owl; few art b■ CHARGE OF GRAOS fv` 2 -6' 2 -J' d' ( Areas tklMas Otllerrntla ltilWC�Md andWittrQroeag■oFd ¢ afpxreorert �'t.T � � "r�2"�r O3' 1z' ? =A' 2L-5' 4 • --._- and gLf>cr Pna i I � 15' J? -0" 2 =8' S` r Now LhEir Emwky Sawed, Mbtr Lim � Lor*aarmstbeirprilmh asF drt _C)I;T5-c_7A4c6 W APNi ,f 6 V + Ian univirm wet* Shp of 50 :1 M say Je' J =s' 3' -D' S Gov CARaa Tdgobate Lhb/e And I r�� 27' 1i' 3=4' d' Erect.FoaF caldrib► Brnot,ltf tfrvl vlkar slbiibnb* pandlIsis FL9A6 r7- DETAIL OF RAMP GROOVES $arald Barak /+it' tAjder Qj Gr=dhr Ltedu6rg AdWorid Fo 7" o�nRafWadaD: f inavdirerien.em 24' 4 -3' J -a' 6' PaVVITMIRC LYl= "bas Centariliee Of Iire 4FXAOW fJtJOty tltp,rlap�d�rteirearbiratA■IrtA 27" r tT 1Nxru Olydexad Tarrpaa +eased �. ' 5' -b 3 =11 ` 6' h lS' iaya►s LD►eaE Ceeadebtar weak egttkmenLr kgbw ftla IV I atrr sIPE1RALK JP' S =s' 4 R" 6' sp�+d fi<adtllq 57raP f For f ai6bo °oe /h SAd PtvB 0b4 S date i � y O � SION 12 :1 1/ TG' 6=J' ,3 -Z- 6" Cawfm r To AWDOT 211. alb ra'aouiar fl A/oAttAfr shot an Planed ra *Gala sheen, M kn*o rrM a>4 be rraapral nab ' S =fJ' $' a a a And Hard Tmnped b 6' Lam To A A/Jn*TMm dmn8v0dlu T -0nkiawa TM r>:siiig kkw PAWMENT . Of I =O' Above Pp4 � sUpe d Ba oab ramp mash be dNpm d ei �. ¢8' .9- e e a ° a • a nlaeaais of 10: 1 far ■ ffiw*nm a n. rfa b t .54' B'-O' -sh Gr A-0-0 a4 +g4 a ae Red P4%v ki -'J— d wmll it %te r gb rJ � .t BaaldFiO Nvtarrd Hand Tempel Pi 6, D+anrpe iliab aloud be tacabd �di t�oin _ � .• d' La}arr Tu Ppe grNa -tbe Bt ?" 9' J' 8' fhfdtsbur68d £atfA Bad,lrig A/otanlal io1f LYriJbrwi ba'briarM2bpivaitPaddleaeaepdb RAM A d F C.(3NSTRUCTiON QMIL O 4 To Ad0T 9GIQ2 Sie Aft B T7' Tr ar zr Af - Tqo Of Pipe i 7- sva tltwrdnd Drarreg E 1D�$tM�t2 for slop& 112 :1 O _ .Kole. 'ir' L4 Are AfoxbrNAm lffo" For ftw P*W& repr M I D aial; E W tdlWC34-1 t-A vs- A w 7h* A,9 mwm MM For R awZOe A431 W r PAVEMENT bi Aeranim ca W,5 A57M Zl�­2"I. S. Afpbe■e Aff" mN bat to TRENCH SCHEDULE_ 1 etp>tj=PGW li*gAwsh■ltoknbd`kon MAMA. MIDj RTMENT er TRANSIPORTATM or Taps- h For ASIM D -JLW. M9 Th1dl»wss Maas SM J5 Far B =i5' And ASIM r-,679 111W A"ness aaw F -f For fB' -J& For Offier ArxVv A001% Mbkrmrm french Hka 'l/' 5bav 1/Nf monvlocfuror1 RigerAameats, i w u A r4 4 0 a F u n r• fi 4 , m n * N S 1132 OFFICE IBUILDI14G PAGE PIl au dr STORM SEMI M Nd&o, llau"Aing. Trrtliaf Badru 04".96 hmxmhlPg and inlflal bwkiN for all RCP kdallodort* ■ttdl be B -Borrow for 91wablre Wda triaafltg the rtwGt+iot tgaMerr■arts of tka ODOL-O -Wm9 shall b. O ed in the 1mrh butt m such that after tM pipe is btatdfed to grodin . and one, "m RITTI tae a 4-klah tNnYrnlm deptb of material tNdor the We borral ofd a mirwlmnill of 3 -grelm baba on bell Far pipe shma 65 -kpdm Oad larger, the millUmm depth of RwltAd kola* the pi barrel that the 6- :Tetras 9eddirgh b■urdog and fri d baekAM shat he compadied In = aMdmtrn WIN to eel bw than 9676 Marawa PYo&v D■nOly for the -0ra depth of dw rrndwkl placed. The back -1 _.4W be hrwjqK sp sow* on Thoth srdee of the TM for lk amt bi al bmckfm *d he`s ltl�i a� tf irftm t�hr. pl shoo to •Mt aMhdde drarnebr gr tka pipe PEAS Its-- ladras. Pnrd B=Wl Find bocl4p for df Kr kwtaiMrAs yeder and atlhF 5-isel of PEW, t NMI 6d 9-Bw go tat Rmeb" btwk i mae&q fha ral"d mpkwwb of bra INDOT and Whole be carrpoctW is 6 -+rich madmum figs to aol lexs tbon = SbrWed' ProaUar D-04 for Ifr a gg depth of. the malwiai p1wei. IN baoidil f,r Nee top 6- •i■ehm of Ow aravotion bdar th■ *6A of the ORF190b 1lubbose of ft p4" neli Ad be No, 53 Sian "'We rg fns WtetwAai da/ ftwEra."nitr of ft &W and be oampa,dsd Ilu oat Jan than p 96fi Fined Book in for at R& iretalagans greater than 5 -•feat of pnvsrn■r"t NhM Ire dean fit rraherW *w of no¢Ns kwpr Uran 4 -4adrn in darie1w. fia¢M kltaoa of aa1, woad or aliieP adsommi O enalartd, co 40cled is 12 -inch rnaxkrxrm ■ls to That *a than sm 5loe'dW4 Proctr Datirw for the m■tfre ANA of the mamraflen. WATER AND SEWER UI M WY STTTJ'.E75 B.ddng. NvOnahi imdr B-4dfl ikdd M, hauaohing. irdT.at baoldo nn,terilf9, placanark and camp Elba far Wake► r.relrre% water garvies kirals. sanitary mina and sanitary wirtica later,* Abdo bill in aesordanea With 111+0 dandud Prectka of 0118 ablW Brat trm Iabftr*n MW NO instdloilom 6'ilal Boast Fired ba"I far Water mairs, valet smkm loWrob. WIfitOr51 rn6ars I M ilmitarg aevke labefab Latder and viMin 5-feet of pownaot then he.B- 8orrnrr far Strrrabtra GdddM mea llio the rnatertol requirrmmt+ of We INWT and OMIT br eampoatad IN s-inch (rlakirnum Wcil'1e net eta■ (bore SO% Amdard Pradttr d■nsity ibr the entire *?$0 of the matadal placed. The betltti for the top S- frFChw of tl1e elaaavaboh beraM the stmt of tdt a49r't9� ta6kalea a+t Nhe pmnmarrt andtl ba Oia, 3S Stone nNeetrhp tdre mat■rld D�im•I tM� #aldard Preetke d-lt� utlutyp�dh® juris�idlon�� tf18 n' s6atlalto wr o nb►8 etr4lgowt find traaTdlA replierl.erMt, N+e mere s6irrg■nt requirenvxt drat pawn. hWRIUM C1AU KIR PIPE CRDSSiN= OF CITY STREETS For inetaOoYon of Sfrwm *taint, Water Makin,_ So Nitary W1115, WOW SirV" 1-di'vala, %Fawy Sew Womb omb under City stteeb, raggrdle■a 4W this frrfadch- Of the tLft- the raFninurn cover from the tap of th■ TrWWW pdaement LIP the asp of to ketaoed pipe shcM be the pamffmA aebGarr practSm of ifs ugly that ho ptbtfofron over lire kotAatlon 118s a more ebingrAd cover r8grentmard:. t1a mom ■bieg811t rer*wnerlt ■irao Uffown, 9 -5 -08 ■on i 11111, dRI■ net p ed■t, ■ T -0 aide SIUE*AtX CURB RAWS iewl shp O,d be prvvkrd !w d■ed1 *rw h. conammmn of curb it - C,ENEITAL PIDTL�. & wrNLS TRENCH DETAI CITY REVIEW aeperatedfromr■ p � /. Mnlvranr�OrIfMB►deEredFofa� nap R4 -0. Fr7R 5Ef1£FP AND WA M? MApVS AifS D S CITY REVIEW `� STANDAR2DRUNUMaE m4 MCR.M 10 -06 -08 1 10. rD I2r6�1N6 S" W- $E' ftVf- THS %k w�`"`.�a�.- Spu6ng Eeli een 1211 BITUMINOUS PAVDAENT INzlCULAf4_ Ta �CFn7 -0 f` =r yo CITY OF CARMEL TRENCH DETAIL & Transverse Joints E STANDARD DETAILS TRENCH SCHEDULE a cjtoss R`'�' `o Shoo Not Exceed ~ �I h ri, E f--2"T Af GON TVIZ(, N t n OT 13'd. :.ea�..ury To" Sale: Nut To Sal. a•n 9Y area * lleAry da,;n Naar. LTj f,,.N.w. a, F.c- e 1.25 Times width � MINIM1lM Tooled Or Sawed Joints 1 Thickness CIO$$ 'A Concrete . �' A+iinQrnum _ Sid£rsalk Built With Driveways Shol Have Minimum Thickness Of Or Thickness Of Drivewoy which Ever Is Greater. CONCRETE SIDEWALK NOT TO SCALE CITY OF CARMEL STANDARDS SIDEWALK DETAILS 1zE�o FIGURE 10 -14 , k i t f i i 61125f2e87 17 :37 32784159217 i I l p T0'� 3 1 f GENERAL NOTES: six l J13 76. s 96 =1a. x. li 4s ' 6 % rnterwm Thew dkoetrrimq we GO■d on a 6 � curb I �4i2_ -� hart 160 f *0 be Irapartarr■I) ■�aY1! . r'-0, Afil� MM 1bt gberoab hely t, Provide 7-0 bud ship it lbrdeylrlr6ed GrowAd NgAdr £A�'rt3rp PaMarvenf vlo.r: dmkiw.bl r r at&AdeceaFa,e„ee rovide atbanregdnd, 51ZE 'W' '1/** 'j"' 1latarlfa And 7hhbnesa 4YD� ' — 4taoaais1111E cosy beworrd*awo M Fxwikrg Pat4Wr►Rrvr d Sow m fa.tdw she mi, std TAM R" be ! Mier 6' 2 =fi' 2 =0" ¢ chrf SYtm+pMbIf Edge dea■ae■a m ■ artltan d a o. I fig ?'fig 2 _l. #e red Ewlvvi led Ala&4W Al t*;acieid �3 The Wbm edge of on owl; few art b■ CHARGE OF GRAOS fv` 2 -6' 2 -J' d' ( Areas tklMas Otllerrntla ltilWC�Md andWittrQroeag■oFd ¢ afpxreorert �'t.T � � "r�2"�r O3' 1z' ? =A' 2L-5' 4 • --._- and gLf>cr Pna i I � 15' J? -0" 2 =8' S` r Now LhEir Emwky Sawed, Mbtr Lim � Lor*aarmstbeirprilmh asF drt _C)I;T5-c_7A4c6 W APNi ,f 6 V + Ian univirm wet* Shp of 50 :1 M say Je' J =s' 3' -D' S Gov CARaa Tdgobate Lhb/e And I r�� 27' 1i' 3=4' d' Erect.FoaF caldrib► Brnot,ltf tfrvl vlkar slbiibnb* pandlIsis FL9A6 r7- DETAIL OF RAMP GROOVES $arald Barak /+it' tAjder Qj Gr=dhr Ltedu6rg AdWorid Fo 7" o�nRafWadaD: f inavdirerien.em 24' 4 -3' J -a' 6' PaVVITMIRC LYl= "bas Centariliee Of Iire 4FXAOW fJtJOty tltp,rlap�d�rteirearbiratA■IrtA 27" r tT 1Nxru Olydexad Tarrpaa +eased �. ' 5' -b 3 =11 ` 6' h lS' iaya►s LD►eaE Ceeadebtar weak egttkmenLr kgbw ftla IV I atrr sIPE1RALK JP' S =s' 4 R" 6' sp�+d fi<adtllq 57raP f For f ai6bo °oe /h SAd PtvB 0b4 S date i � y O � SION 12 :1 1/ TG' 6=J' ,3 -Z- 6" Cawfm r To AWDOT 211. alb ra'aouiar fl A/oAttAfr shot an Planed ra *Gala sheen, M kn*o rrM a>4 be rraapral nab ' S =fJ' $' a a a And Hard Tmnped b 6' Lam To A A/Jn*TMm dmn8v0dlu T -0nkiawa TM r>:siiig kkw PAWMENT . Of I =O' Above Pp4 � sUpe d Ba oab ramp mash be dNpm d ei �. ¢8' .9- e e a ° a • a nlaeaais of 10: 1 far ■ ffiw*nm a n. rfa b t .54' B'-O' -sh Gr A-0-0 a4 +g4 a ae Red P4%v ki -'J— d wmll it %te r gb rJ � .t BaaldFiO Nvtarrd Hand Tempel Pi 6, D+anrpe iliab aloud be tacabd �di t�oin _ � .• d' La}arr Tu Ppe grNa -tbe Bt ?" 9' J' 8' fhfdtsbur68d £atfA Bad,lrig A/otanlal io1f LYriJbrwi ba'briarM2bpivaitPaddleaeaepdb RAM A d F C.(3NSTRUCTiON QMIL O 4 To Ad0T 9GIQ2 Sie Aft B T7' Tr ar zr Af - Tqo Of Pipe i 7- sva tltwrdnd Drarreg E 1D�$tM�t2 for slop& 112 :1 O _ .Kole. 'ir' L4 Are AfoxbrNAm lffo" For ftw P*W& repr M I D aial; E W tdlWC34-1 t-A vs- A w 7h* A,9 mwm MM For R awZOe A431 W r PAVEMENT bi Aeranim ca W,5 A57M Zl�­2"I. S. Afpbe■e Aff" mN bat to TRENCH SCHEDULE_ 1 etp>tj=PGW li*gAwsh■ltoknbd`kon MAMA. MIDj RTMENT er TRANSIPORTATM or Taps- h For ASIM D -JLW. M9 Th1dl»wss Maas SM J5 Far B =i5' And ASIM r-,679 111W A"ness aaw F -f For fB' -J& For Offier ArxVv A001% Mbkrmrm french Hka 'l/' 5bav 1/Nf monvlocfuror1 RigerAameats, i w u A r4 4 0 a F u n r• fi 4 , m n * N S 1132 OFFICE IBUILDI14G PAGE PIl au dr STORM SEMI M Nd&o, llau"Aing. Trrtliaf Badru 04".96 hmxmhlPg and inlflal bwkiN for all RCP kdallodort* ■ttdl be B -Borrow for 91wablre Wda triaafltg the rtwGt+iot tgaMerr■arts of tka ODOL-O -Wm9 shall b. O ed in the 1mrh butt m such that after tM pipe is btatdfed to grodin . and one, "m RITTI tae a 4-klah tNnYrnlm deptb of material tNdor the We borral ofd a mirwlmnill of 3 -grelm baba on bell Far pipe shma 65 -kpdm Oad larger, the millUmm depth of RwltAd kola* the pi barrel that the 6- :Tetras 9eddirgh b■urdog and fri d baekAM shat he compadied In = aMdmtrn WIN to eel bw than 9676 Marawa PYo&v D■nOly for the -0ra depth of dw rrndwkl placed. The back -1 _.4W be hrwjqK sp sow* on Thoth srdee of the TM for lk amt bi al bmckfm *d he`s ltl�i a� tf irftm t�hr. pl shoo to •Mt aMhdde drarnebr gr tka pipe PEAS Its-- ladras. Pnrd B=Wl Find bocl4p for df Kr kwtaiMrAs yeder and atlhF 5-isel of PEW, t NMI 6d 9-Bw go tat Rmeb" btwk i mae&q fha ral"d mpkwwb of bra INDOT and Whole be carrpoctW is 6 -+rich madmum figs to aol lexs tbon = SbrWed' ProaUar D-04 for Ifr a gg depth of. the malwiai p1wei. IN baoidil f,r Nee top 6- •i■ehm of Ow aravotion bdar th■ *6A of the ORF190b 1lubbose of ft p4" neli Ad be No, 53 Sian "'We rg fns WtetwAai da/ ftwEra."nitr of ft &W and be oampa,dsd Ilu oat Jan than p 96fi Fined Book in for at R& iretalagans greater than 5 -•feat of pnvsrn■r"t NhM Ire dean fit rraherW *w of no¢Ns kwpr Uran 4 -4adrn in darie1w. fia¢M kltaoa of aa1, woad or aliieP adsommi O enalartd, co 40cled is 12 -inch rnaxkrxrm ■ls to That *a than sm 5loe'dW4 Proctr Datirw for the m■tfre ANA of the mamraflen. WATER AND SEWER UI M WY STTTJ'.E75 B.ddng. NvOnahi imdr B-4dfl ikdd M, hauaohing. irdT.at baoldo nn,terilf9, placanark and camp Elba far Wake► r.relrre% water garvies kirals. sanitary mina and sanitary wirtica later,* Abdo bill in aesordanea With 111+0 dandud Prectka of 0118 ablW Brat trm Iabftr*n MW NO instdloilom 6'ilal Boast Fired ba"I far Water mairs, valet smkm loWrob. WIfitOr51 rn6ars I M ilmitarg aevke labefab Latder and viMin 5-feet of pownaot then he.B- 8orrnrr far Strrrabtra GdddM mea llio the rnatertol requirrmmt+ of We INWT and OMIT br eampoatad IN s-inch (rlakirnum Wcil'1e net eta■ (bore SO% Amdard Pradttr d■nsity ibr the entire *?$0 of the matadal placed. The betltti for the top S- frFChw of tl1e elaaavaboh beraM the stmt of tdt a49r't9� ta6kalea a+t Nhe pmnmarrt andtl ba Oia, 3S Stone nNeetrhp tdre mat■rld D�im•I tM� #aldard Preetke d-lt� utlutyp�dh® juris�idlon�� tf18 n' s6atlalto wr o nb►8 etr4lgowt find traaTdlA replierl.erMt, N+e mere s6irrg■nt requirenvxt drat pawn. hWRIUM C1AU KIR PIPE CRDSSiN= OF CITY STREETS For inetaOoYon of Sfrwm *taint, Water Makin,_ So Nitary W1115, WOW SirV" 1-di'vala, %Fawy Sew Womb omb under City stteeb, raggrdle■a 4W this frrfadch- Of the tLft- the raFninurn cover from the tap of th■ TrWWW pdaement LIP the asp of to ketaoed pipe shcM be the pamffmA aebGarr practSm of ifs ugly that ho ptbtfofron over lire kotAatlon 118s a more ebingrAd cover r8grentmard:. t1a mom ■bieg811t rer*wnerlt ■irao Uffown, A. 9 -5 -08 ■on i 11111, dRI■ net p ed■t, ■ T -0 aide SIUE*AtX CURB RAWS iewl shp O,d be prvvkrd !w d■ed1 *rw h. conammmn of curb it - C,ENEITAL PIDTL�. & wrNLS TRENCH DETAI CITY REVIEW aeperatedfromr■ p � /. Mnlvranr�OrIfMB►deEredFofa� nap R4 -0. Fr7R 5Ef1£FP AND WA M? MApVS AifS D S CITY REVIEW `� STANDAR2DRUNUMaE m4 MCR.M 10 -06 -08 1 10. rD I2r6�1N6 S" W- $E' ftVf- THS %k w�`"`.�a�.- G7 TITLE. BITUMINOUS PAVDAENT INzlCULAf4_ Ta �CFn7 -0 f` =r yo CITY OF CARMEL TRENCH DETAIL & t)tP_G"cA-) of TeRVLsL -ry ALTERNATE CURBCOWRUCTION t��..,a. � tAawrww 4 STANDARD DETAILS TRENCH SCHEDULE cjtoss R`'�' Z CLASS 'A' ~ �I h ri, E f--2"T Af GON TVIZ(, N t n OT 13'd. :.ea�..ury To" Sale: Nut To Sal. a•n 9Y area * lleAry da,;n Naar. LTj f,,.N.w. a, F.c- e � MINIM1lM M r 08 i A. 02 I I 1 1 061 NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT NTH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. 1212212006 :L7 � I L/1 :x7 � C7 .r Z_ FIGURE 501 -1 Bedding and BNckfilt Standards for Sterm Sewers - -- RCP rR� i!jCH D:-TAIL FOR L,I TY "TORY St tiEW NO SCALE - -T w 6' M N110IM O TCPi l �__- PA",f'*T 3ECA N VARIES E 'LIMIT OF W$"+RAOF MYWJM CZAR SHA" F1It A� ll1 BE PER 4OT1 S �A;xt u LLGE S0 k - 0:'9DE DIAMETER I D , &SOE OtAMETEN y 1 . .. ....... .. .... d s ,DEPTH OF KIDDING MAT[kA, BFIOW PA DEPTH OF BEDDING NCE ew _ .a._ _.. -- _ . MATRA. BELOW;Iff d D a MIN NO CS- 60' x SMA1.1R 4' Bt 66' # LARGER 6' T. BEDDTaG ANC HAU# mI.G FOR k, 4�:a I'FSTALLATONS SHAG,.. K 15 5-014 MEET-HC- THE MATERIAL REOUREME.NTS OF HE 0001 Fit=% SHA_L BE PLA= IN THE iREhoi BOTTOM SUCri +HAT AFTER THE Prr E IS INSTALLED 10 GRADE AND LINE, THERE REMAWS A 4' WhiMIA UPTH OF MATfgi*L BELOW T•IE N?E BARREL ARID A M04" or Y BELOW THE BE.E. FOR M SZL "s ' A.W :Ajag, 1.4 M-AiNkIM DEPTH OF MAT;RW. BELOW THE {APE BARBEL SHALL BE ra'. WZK SIKH BE PLACED TO 87t jWDRM AS ROSSI&f, BUT SNAIL BE LOOSELY PLACED UNGOMPACTED MATERIAL %RW THE MOk.E S1 RO OF D* PIPE PRIOR TO a KiMENT OF THE PlIPE R THE UNIX&TING SOLS CE Bf TRENCH BOTTOM ARE SOFT DR YE;t. NG, 11-t SOC SHALL €lE 'JNT3E?nw' TO SUCH A DLP'ti THAT LN EN REPAIN'EO WITH 12 STONE IT YIi L PRGAICE A -UNIFORM AVZ STABLE FO,NJATION ALONG THE ENTIRE LENGTrs OF THE PIPE, HA; Nwt#NS AND WMAI BAWILL Sh'A;,L BE COMPACTED IN b' MAXACM LETS 1C WOT LESS NAN 9OS STANDARD PROCTOR (TONSTY :OR 1TiE E%TEC DEPTH t PIE MA'ERIAE PIPE, THE R", FU SHA � BE FIROIGI T uP EVENLY ON BOTH SLOES OF Tr£ PIPE FOR TH! POLL LEN;Tn CF TK PIPE_ H!«,tAATINC %A_ EXTEND TO TAE S�TNG�E OF THE f'€'E_ i�itfill TRENCH WIDTH 91AEL BE ME ail-w- WwtiR OF THE PIPE PUS T$ "- 2 FTNA, BACKFILL FOR AI, RCP INSTAI.ATIONS AWRE i" Iv- s '* eESS Sl Nk W 8 -BOR -ROW FOR STR.,C URE SAC K;1 ;4 MEETING 'PIE MATEFRA,. REOUREMENTS OF DiC 'hDOT &ND SAT. �3C COMPACTED IN 6' MAXIM *t UFTS TO NOT jSS THAN 95% STANDARO PROCTOR - X -NSITY OR 74E :'+` -IRE DEP-H OF �TyH�EY3MAE�'ERtA 'LACED THE BAG(FIU FOR T4 TOP 6' OF Tirt£ EACAvA -RON K.Ow F4 $TART OF THE ACGRE^ TE SUBBASE CE THE PAVEMENT ShAa BE 153 STONE MEETIi6 7,jF MATE0AL WQAREMEN"S'1F THE 0XV AND SI-A, BE COMPACTED TO NOT LESS MAN 95% STANDARD PA00OR DENSITY FI:AL aACxFTu FOR Aa RCP :NSTAI 0045 NHER£ 'L' S CRCAiR THAN 5 91ALL BE CLEAN PLL MATERIAL FREE Or R"S LARGER THAN 6' W DAMATER• FRCZLN ILMPS OF SOIL, eCkx.. OR OTHER EXTRANEOUS MATEiRM., COMPACT D IN 12' MAXIMUM L# Ps i0 NOT LESS Tr AN %% STANDARD PROCTOR rANSTY rOR THE ENTIRE DETT,TH O THE "CAVAPON. THE + 6 RICH;S OF THE EACAVA'ION S14LL CO6ST OF .CAL 3 14<E MNttiihdr MV H fROM 'ht TLS' to rvi, vISIALiLJ PAVLMLNZ 10 THL TOP yr IRE INSTALLED P11', SHALL EIL iF� PAAMt4l SECT"'ON RN�.'7 wss "Al:- �:JM.90US AND A;,GREGATF MA"TFRIK_ ABOVE it$ SL.BGRAX) PUS 1' -0', B•iT Id"DER NO CIFILLVS:ANCES 91 Ail, PAL COVER ALONG ANY PART LY TIL PIPE FROM THE. FAAL PAWMENT ELEVATION TO MHE Tr' OF THE PIPE BE Sss ' h 2,5 FEET, 4.I- ix15:u.G SJTiCRAIA HAS BEEN LIMi S'A3dAi7D, 6At5+tt:L iv i, 6- SORROW jF TO 8011061 Oi UNTREATED EkSTUw SJBGRADL APO ft- TO !Or OF TREATiC S09 .RAEC *14 L$FE SlAdALZED SIX 5 THESE STAN ART, SHALL A-Pr? Y POR STORM SEWERS NST41'cC WTFiN pl'� f165 -ESC AEA PROF`C�D R.I"* RECARXESS OF "SOV: QN OVER STORM :1Pfs_ 6. ALL STOW PFF OTHIN Ex :51ING OR PROP06EC 07. R rW SHALL 8E REThFORC =L1 COhCKE>F DT PE RECARAiSS OF JuPiSOICTION CV__R slow P:PES _.._. - -- --- - - - - -- ...-_..--------------------------- DRAW 'AG JE;AIL OR (Tivi STORM SEWLRS i - Ls6 300 -7 Y TOP SOLL -� 18' R:ALiuS ` jF{ COMOACiu'7, -�" 6{ �CQNCR.`iE . a CONCRETE RCL.L CUPB & GUTTER NO SCALE NOI5 : NTEGRAL CURB 1104 CON RE t PAVEMENT A#D /Ok SIDEWALK SHALL 6E SiMSAR 91APE ALL WORK AS500ATEG WTN T:"E INSTki -A "ON OF TINS CtA SING STALL CONIFORM TO THE L.ASTLSt REW9ON OF THE CITY OE.` CARMEL CONCRETE CURS POLCY. 01 1 05 ft Z h X O' Q z�� LU 1- N O �a O b r m w Q a w of a ..Lr) ' o. p1 0 ? �V% a f- o i tN Z O Q � �, y ..� 6, 111 (,)Gj `` LLI a Q , /0 111 I IPt,` � `,`� DATE DESCRIPTION 9 -5 -08 Y TOP SOIL• 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW 10 -06 -08 1 COMPACTED SA:dSFILL G7 BITUMINOUS PAVDAENT Z CLASS 'A' CONCRFTT. •'~, MINIM1lM M r S TRA `GN T CO3NCRCTE CURB Go t f} NO SCALE NOTES: INTEGRAL CIRN WITH CONCRETE PAYEWNT AMD /OR SIDEWAUC SHALL W WEAR SIAK ALL WOW ASSOCIATED NTH THE INSTALLATION OF INS CURBING W SHALL CONFORM TO THE EASIEST REASION OF THE CITY OF CARMEL U CONTE CURB POLICY. to LL Q ---1 :CI 3> z > O TD * J > � Q v F� z 02 I I 1 1 061 NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT NTH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. 1212212006 :L7 � I L/1 :x7 � C7 .r Z_ FIGURE 501 -1 Bedding and BNckfilt Standards for Sterm Sewers - -- RCP rR� i!jCH D:-TAIL FOR L,I TY "TORY St tiEW NO SCALE - -T w 6' M N110IM O TCPi l �__- PA",f'*T 3ECA N VARIES E 'LIMIT OF W$"+RAOF MYWJM CZAR SHA" F1It A� ll1 BE PER 4OT1 S �A;xt u LLGE S0 k - 0:'9DE DIAMETER I D , &SOE OtAMETEN y 1 . .. ....... .. .... d s ,DEPTH OF KIDDING MAT[kA, BFIOW PA DEPTH OF BEDDING NCE ew _ .a._ _.. -- _ . MATRA. BELOW;Iff d D a MIN NO CS- 60' x SMA1.1R 4' Bt 66' # LARGER 6' T. BEDDTaG ANC HAU# mI.G FOR k, 4�:a I'FSTALLATONS SHAG,.. K 15 5-014 MEET-HC- THE MATERIAL REOUREME.NTS OF HE 0001 Fit=% SHA_L BE PLA= IN THE iREhoi BOTTOM SUCri +HAT AFTER THE Prr E IS INSTALLED 10 GRADE AND LINE, THERE REMAWS A 4' WhiMIA UPTH OF MATfgi*L BELOW T•IE N?E BARREL ARID A M04" or Y BELOW THE BE.E. FOR M SZL "s ' A.W :Ajag, 1.4 M-AiNkIM DEPTH OF MAT;RW. BELOW THE {APE BARBEL SHALL BE ra'. WZK SIKH BE PLACED TO 87t jWDRM AS ROSSI&f, BUT SNAIL BE LOOSELY PLACED UNGOMPACTED MATERIAL %RW THE MOk.E S1 RO OF D* PIPE PRIOR TO a KiMENT OF THE PlIPE R THE UNIX&TING SOLS CE Bf TRENCH BOTTOM ARE SOFT DR YE;t. NG, 11-t SOC SHALL €lE 'JNT3E?nw' TO SUCH A DLP'ti THAT LN EN REPAIN'EO WITH 12 STONE IT YIi L PRGAICE A -UNIFORM AVZ STABLE FO,NJATION ALONG THE ENTIRE LENGTrs OF THE PIPE, HA; Nwt#NS AND WMAI BAWILL Sh'A;,L BE COMPACTED IN b' MAXACM LETS 1C WOT LESS NAN 9OS STANDARD PROCTOR (TONSTY :OR 1TiE E%TEC DEPTH t PIE MA'ERIAE PIPE, THE R", FU SHA � BE FIROIGI T uP EVENLY ON BOTH SLOES OF Tr£ PIPE FOR TH! POLL LEN;Tn CF TK PIPE_ H!«,tAATINC %A_ EXTEND TO TAE S�TNG�E OF THE f'€'E_ i�itfill TRENCH WIDTH 91AEL BE ME ail-w- WwtiR OF THE PIPE PUS T$ "- 2 FTNA, BACKFILL FOR AI, RCP INSTAI.ATIONS AWRE i" Iv- s '* eESS Sl Nk W 8 -BOR -ROW FOR STR.,C URE SAC K;1 ;4 MEETING 'PIE MATEFRA,. REOUREMENTS OF DiC 'hDOT &ND SAT. �3C COMPACTED IN 6' MAXIM *t UFTS TO NOT jSS THAN 95% STANDARO PROCTOR - X -NSITY OR 74E :'+` -IRE DEP-H OF �TyH�EY3MAE�'ERtA 'LACED THE BAG(FIU FOR T4 TOP 6' OF Tirt£ EACAvA -RON K.Ow F4 $TART OF THE ACGRE^ TE SUBBASE CE THE PAVEMENT ShAa BE 153 STONE MEETIi6 7,jF MATE0AL WQAREMEN"S'1F THE 0XV AND SI-A, BE COMPACTED TO NOT LESS MAN 95% STANDARD PA00OR DENSITY FI:AL aACxFTu FOR Aa RCP :NSTAI 0045 NHER£ 'L' S CRCAiR THAN 5 91ALL BE CLEAN PLL MATERIAL FREE Or R"S LARGER THAN 6' W DAMATER• FRCZLN ILMPS OF SOIL, eCkx.. OR OTHER EXTRANEOUS MATEiRM., COMPACT D IN 12' MAXIMUM L# Ps i0 NOT LESS Tr AN %% STANDARD PROCTOR rANSTY rOR THE ENTIRE DETT,TH O THE "CAVAPON. THE + 6 RICH;S OF THE EACAVA'ION S14LL CO6ST OF .CAL 3 14<E MNttiihdr MV H fROM 'ht TLS' to rvi, vISIALiLJ PAVLMLNZ 10 THL TOP yr IRE INSTALLED P11', SHALL EIL iF� PAAMt4l SECT"'ON RN�.'7 wss "Al:- �:JM.90US AND A;,GREGATF MA"TFRIK_ ABOVE it$ SL.BGRAX) PUS 1' -0', B•iT Id"DER NO CIFILLVS:ANCES 91 Ail, PAL COVER ALONG ANY PART LY TIL PIPE FROM THE. FAAL PAWMENT ELEVATION TO MHE Tr' OF THE PIPE BE Sss ' h 2,5 FEET, 4.I- ix15:u.G SJTiCRAIA HAS BEEN LIMi S'A3dAi7D, 6At5+tt:L iv i, 6- SORROW jF TO 8011061 Oi UNTREATED EkSTUw SJBGRADL APO ft- TO !Or OF TREATiC S09 .RAEC *14 L$FE SlAdALZED SIX 5 THESE STAN ART, SHALL A-Pr? Y POR STORM SEWERS NST41'cC WTFiN pl'� f165 -ESC AEA PROF`C�D R.I"* RECARXESS OF "SOV: QN OVER STORM :1Pfs_ 6. ALL STOW PFF OTHIN Ex :51ING OR PROP06EC 07. R rW SHALL 8E REThFORC =L1 COhCKE>F DT PE RECARAiSS OF JuPiSOICTION CV__R slow P:PES _.._. - -- --- - - - - -- ...-_..--------------------------- DRAW 'AG JE;AIL OR (Tivi STORM SEWLRS i - Ls6 300 -7 Y TOP SOLL -� 18' R:ALiuS ` jF{ COMOACiu'7, -�" 6{ �CQNCR.`iE . a CONCRETE RCL.L CUPB & GUTTER NO SCALE NOI5 : NTEGRAL CURB 1104 CON RE t PAVEMENT A#D /Ok SIDEWALK SHALL 6E SiMSAR 91APE ALL WORK AS500ATEG WTN T:"E INSTki -A "ON OF TINS CtA SING STALL CONIFORM TO THE L.ASTLSt REW9ON OF THE CITY OE.` CARMEL CONCRETE CURS POLCY. 01 1 05 ft Z h X O' Q z�� LU 1- N O �a O b r m w Q a w of a ..Lr) ' o. p1 0 ? �V% a f- o i tN Z O Q � �, y ..� 6, 111 (,)Gj `` LLI a Q , /0 111 I IPt,` � `,`� DATE DESCRIPTION CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MLD SCALE: NTS DATE: 06 -30 -06 PROJ ECT NO.: 2006 -0065 ■ OF 25 PRO.IECT:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWNGS DWG C11.0 CARMEL DETAILS.dwg PLOTTED BY: R.C. BERGER DATE: Monderr October 06, 2008 9:4200 AM 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW 10 -06 -08 CITY REVIEW W U LL ■■■L z O W J � Q v Cn z J O " ' W < U) F_ ' w � V< I I I W z 0 U. < > O CL W z W 0 Z p U O O z O Z z W IL CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MLD SCALE: NTS DATE: 06 -30 -06 PROJ ECT NO.: 2006 -0065 ■ OF 25 PRO.IECT:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWNGS DWG C11.0 CARMEL DETAILS.dwg PLOTTED BY: R.C. BERGER DATE: Monderr October 06, 2008 9:4200 AM