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HomeMy WebLinkAbout05030006.49OFFICE OF THE HAMILTON I � 1'0. COU NTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB ( CASTING SIZE LESS THAN 40 " GREATER THAN QUALITY OF REQUIRED j CASTING •3501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL UNDERDRAINS REQUIRED IN SWALES •R -3501N & TR INVERT TO INVERT REQUIRE �7 I I 3 (M N-) • .- r•� • + -1 1 —I 1 -� ri _., I PROPOSED GRAD ) I 'I �(T`�,�JI= (INCHES) Y 0.- 2' UNDERCUT SWALE BY BI FOR FUTURE SI INI G - _ TO ALLO LT SPECIAL DESIGN - � I I I ! I \�a� `Qp j� T5 iS D�jG%)c� "° O �LI �w ❑ CO O - - -T— O PERFORATED SUBSURFACE DRAIN iSSD)PIPE WITH MINIMUM 0.5/ GRADIENT PLAN FOR SIZES \,JO 12 TO Id 24 X 24 ••• I DESIGN NO YES YES HAMILTON COUNTY SURVEYOR'S OFFICE APPROVAL G STANDARD PLAN 12 TO 21 18 TO 21 30 X 30 -� .. MH /BOX DESIGN APPROVAL DESIGN NO YES YES YES YES YES APPROVAL _____ 21 TO 27 24 X 38. OR ••— DESIGN NO NO YES 38 X 36 APPROVAL 12 TO 24 36 X 36 ••• DESIGN NO YES YES tGTY SURVEYOR D j1 t APPROVAL 24 OR LARGER DESIGN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER MH /BOX DESIGN YES­ YES YES APPROVAL PIPES NO LARGER 1 USED IN T1 THAN 8 CAN DE ED iE 2'SIDE OF THIS BOX. ­INCOMING AND OUT GOING PIPES EFFECT STEP` iN THIS STRUCTURE. *■ *SPECIAL NOTE STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN iS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW iN PIPES. SPECIAL NOTE' COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE iS SET, TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED _L FEB 2002 STANDARD PLAN _ f D APPROVE —. �_ � 18 KENTO N C. U HAMILTON OUNTY SURVEYOR L OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE— =' I I; 'i � -1 -•- 3 (MINI 3 l 7 r i •, ---�, 1 I•�� I I T•= ,� -.-!4 PROPOSED GRADE —I UNDERCUT SWALE BY -ill 11 —III TO ALLOW FOR FUTURE $IL ING '- —!II UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1/ SLOPE EXISTING GRADE I,� r•i I T t I-- =-.� 3 (MIN) -7' 1_ �7 I I 3 (M N-) • .- r•� • + -1 1 —I 1 -� ri _., I PROPOSED GRAD ) I 'I �(T`�,�JI= — — — I I Y 0.- 2' UNDERCUT SWALE BY BI FOR FUTURE SI INI G - _ TO ALLO LT ---_-'�—•�- ,- 10 � GRAVEL ( - � I I I ! I \�a� `Qp j� T5 iS D�jG%)c� "° O �LI �w ❑ CO O - - -T— O PERFORATED SUBSURFACE DRAIN iSSD)PIPE WITH MINIMUM 0.5/ GRADIENT PLAN FOR SIZES \,JO SEE DEVELOPMENT 3' i8" MINIMUMi AND INVERT ELEVATIONS. TYPICAL SWALE DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2GC2 G STANDARD PLAN APPROVED___ - D - 16 — KE COU TY SURVEYO TL N R OFFICE OF 'i'IIE HA%VI.C,`I'ON COUNTY SURVEYOR' I ",✓ILL I1R0 .t' H j­" II_o t _A__.� I r Dit H F D hest ete p =e ,nc ups: In chec Inch es 24 ' 511,13 3O SiB 1 9/4 --►' :;� -- �' 48 + 3 4 17!4 12 ' ai 4 3/n 4 Ilzplpel � li —. 7 _t �'. f��_ -- 1T2i�1p Pt. -�.�h �F 0 -- ___•I?7?Prpel 3_ 4 I. TO P \TIE., W (/2 1/ 4- 5 E7 liTq -,- 4 / 5 � ecv ,c .aa� •. 4- : �' I o I h , -_ -_4 " 36 - 3/4 8 Si4 -.1 - -. 4 54 3/4 1 � %_pipei 8 ' EOI__ 3/4.._ .3- • �� I a � d8 Jr, h 1 /2P F"3 / }� 8 90 NOTES I SqP PLATES ARE HOT - ROLLED 517EL. ... PARS, PLATn5 & P1F F :. ti: ". N1„H :.O WITH C<1 OF Al1�M 4Uhf PAINT. s BOLTS AFt r Ar v,Hltr n 4. ) RED -AR CI RO(rGif PIPES 'r i L NE A1,L01Y ED 5. DEBRIS GUARD SggLt. HE REMOVABLE I'A i9i `( Ni;T Ti) S( A. is I ) H.- `t?�IILTON COLJ'`�T�' t���'VOIL'S OEF'ICE � _ R [!SEC i JAN 000 I l OFFICE OF THE HAMIL'I'ON COUNTY OUNTY SURVEYOR CASTING FRAME AND COVER AS STANDARD MANHOLE SPECIFIED FOR PIPE SIZES 24" THRU 66" d'x PRECAST CONCRETE ADJUSTER RINGS !t' a NEEDED (12 INCHES OF RINGS MAXIMUM). NUN-ASPHALTiC 24" MASTIC OP. DIAME'"Eii BUTYL RUBBER STANDARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN JOINTS 5" MINIMUM — 4' DIAMETER- MINIMUM - -- --- MANHOLE PIPI2E 1I PIPE TURNS -' DIA. "F IA 'G" 98" 48" GREATER THAN 45 TO 90 DEC! NON - ASPHALTIC MASTIC 98" 54"�88" UP TO 80 DEC ' OR BUTYL RUBBER SEAL BETWEEN JOINTS 84" 42" GREATER THAN 45 TO 90 DEG 84" 48" TURNS UP TO 45 DEC 72" 42' 4g" UP TO 45 DEG IB" - - -- 80' 33" 38" STRAIGHT THRU I r TYPICAL _ 80" ,24 " -33" GREATER THAN 45 TO 90 DEC FULL HEIGHT MANHOLE STEPS AS SPECIFIED ----- CON CRETE REDUCER CAP NOTE - - MANHOLE CONFORMS 70 ASTY C 478 -NO BRICK OR BLOCK WILL I BE ALLOWED IN MANHOLE r.) IA. "F "'� - - - - -i✓ -O-RING CASKET. NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 1' YIN. OVER I BETWEEN JOINTS HIGHEST PIPE I PREFORMED HOLE TO YAXIY'u'Y - OF PIPE O.D. •8" WITH NON - SHRINK CEYEN7 GROUT A; BENCH WALLS AT MINIMUM I q�P I %z" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. 3" YIN. 8" MIN. 3" MN, j �— ONE COMPLETE UNIT OF PRECAST CONCRETE (DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE / REVISED: 1 FEB 2002 STANDARD PLAN APPROVED= NENTON C. W ,HAMILTON CO -21 R � -v - W, _. BAN r '*. \ . "R L OFFICE OF THE HAMILTON CDC.,' "_'� . 1 Si'RV r1.OR I I f TEL 'T FENCE}(. , f,.r temporary prr, t. ct ior.) I. I SET FLUSH N%F'INISH GRADE —EAST JORDAN CASTING 1570 OR EQUAL - AI CONCRETE BASE ---WASHED .,RAVEL -CAP I DIRECTION OF F!OK 6' s G" x d" TEF.I - -0. AIN IL4 _14 i SUBSURFACE DRAIN SSD) RISER DETAIL (DRAWING NOT TO SCALE) I HAMILTON COUNTY SURVEYOI?'c OI -'FICE REVI5ED I JAN 2006 I STANDARD -'LaN I APPROVED: -- ,,, KETOAPC� HAMIL70N COUNTY SURVEYOR DATE � S D J � OFFICE CF THE HAMILTON COUNTY SURVEYOR ZJNDE'RWA'1,ER JISCIIARGE \?0`I' ALLO'vV�,D HYDRO rJ S MULCH OP - SPED & 7„L BI,AI:ICET AS SPEC! FLED I ' S' (MIN.) i0' SAFETY LEDGE I (MI5.1 SC, DUED aRr:A L_ r RO55 t{ATCH EI'.` --+-- END secTloN ' RC P.S>1M�.;EWE�R.,. NORMAL POOL .r IOC IYdLATE '. 8 „•I .�- \ _� i OPTION' ^ ^OF P :FCT )N5- A'OT:.H 4P PAP INTO METAL SH.iWh %RC,QI IRLS TOE PLATE SLOPE AS SHOWN -PRECAST r'F QLTRFS ANCHOR USE RENO MAP "HtiS5 -CONCRETE -CONCRETE :.L.1JN'ALL JNPF ,-F-- NURMAI, POOL � I /'SODDED AREA , .� °I I' (CROSS .HATCH F. Ly/ !� it O\ R( F_ !O[iVf SEWER 4 `'+ f RENO M 1TIR F,a i nl Y , T Tr PI 'J]EW L A K t_I O L T IJ ET D LJ T r1 I L FOR I,:1.KL CROS:- SECTION OPTION DR-NWIN(I NOT TO ;r':1 ,. E) HAMILTON (_, O t � N i Y "f U R V E YO L S O I h I CE REV!. C. -_._ JAN DA RD 1 . T IUD: i ? D r,A17 Do L I) a ,., a II I R,. P,D 1La ,`d: COLivTI S(I kb _:OR 7A E THE IIANIIL`roN co(�tirY _URVE-,_olz � E;t T., "+F.101 1-0 BE SECURED TO STEEL i':'ST ... 2 LOCATIONS --G'AP , TAF'F; TEMPORARY EXl'ENS10N ABOVE GROi ?tiD TO BE REMOVED SFO;f CONNECTION TO ALL MEASUREMENTS TO BE MEASURED . FROM BACI <. OF CURB. 7 11 f-- n TE^+SION SECURED IF EXTENSION S NOT IIL12LD 1'I IS .0 9E . TO .,TEFL POST .CAPPED 62LJh GROUND LEVEL. PROPOSED f I i LATERAL 1.C7CAT:ONS SHALL BE STAMPED GRADE a �- --------- lA "- - -__.►j ON CURB ;SEE CURB STAMP D?:TA[L) »d wasttED I OR CLASS ' A' WASHED STONE REDUCING P__ \ \` REQUIRED MINIMUM SLOPE 0.30/ - -► L MINIMUM 4" SSD ---% 3' 14 1 N I 18' MAX. 'I MINih[LM 6' SU3 SURFACE DRAIN D - PIPE. DIAMETER TYPICAL S S D LATERAL, TO INDI\ IDT_1AL LOTS ALONG STREETS ,DRAWING NOT TO SCALEI HAMILTON COUNTY S t RD %E Yo P 'S OFFICE Q REVISED 1 .IAN 2000 S TAN A PP RO G F!) `� S D --- -- - - - - - -- - - -- _ DARD - P i_ I<ENTUh ._ : ARD. HA fILTON C'O[NTY 3URtiEYOH DATE - I _ OFFICE OF THE HAMILTON COUNT)' StJR`v'E`_-0R BANK AP.-kiORMENT AT Ot:'TLET PIPE IN OPEN CHANNELS f TOP OF BAN}; -- --� -- TOP 09 BAN}: --- --- - ��JC L __ WIDTH VARIES - ---► �C l.� � > RCP OUTLET � � 12 MIN - - AEG- TFXTIL E-�— ►""�,� -GEO TE�T[LE MATT J� __ _ ,�• `�� , -. ,. MA 7-9" GRADED 9' GRADED 3:: RiPRAP IN I I i GAHiAN [PRAP i HA�KET i = r1Z_ � !S' „ � �• c,-> C?.BIAN AASKF.'; CF,OTEXTILE MAT SHALL EXTEND RENO MATTRESS ' e' AEI, THE WAY AROUND UHF. --- - - - - -- - -- '. PERIMETER OF THE RENC MATTRESS — CROSS -cal; !'!IT'IOj` —- F _ - __- __._.._.— _._.._ _. —_ —._ —_ter^; • —. - _. __ TIE' OF BAN; ,oe )t' Lope t i�✓ O t c� i � -- —(,ENTER ,.INE OF PIPE � TCE OF 5LCPE TOP OF RANK I 'PLAN VIFW'' (DRA_W ?NC NOT To a_•ALe:1 HAMILrI'ON COUNTY SURVEYOR'S OFFICE RFVISF.D -_ -eAN 2000 _ / STANDARD Pi,ArI AFPiiOVED —_ - -- - -_ _ �-I.�AN�- 0_�l KEN-ON C. AP.D,HAMI TON - -- COUNTY 5L!RVEYOft DATE - -- OFFICE OF THE `- iAMILTCN COUNTY ;URVEYOR I LAKE CROSS -EC. TIO 0PI0', 3 EASEMENT MIN. ,4 S FREEBOARD MIN. 700 YEAR., NORMAL POOL '�MERGENCY I I SPILL'N Y A AT 109 YF,AR '4-..T __4� 3 - - 'DRAW ?NC NOT TO SCALE) H�! �IIIITCN COI. D'I'Y SUIT \''EYOR'S`OF'I{'IC_E REVISED °A_J 41)00 ,r r ARD PLAIN 1 A_ .I, 1 :API ROB, UU I WARD, tkAEi -I,7ON COUNTY ':Jd JEYOR � • -E i OFFICE OF THE HAMILTON COUNTY SURVEYOR ,,-CASTING FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOIN"' a -- PRECAST CONCRETE ADJUF;TF,R RINGS IF I NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •' P AS REQUIRED BY SITE •. CONDITIONS . CONE; TOP TO .' MATCH ADJUSTING RING PROFILE. �.' --- FULL HEIGHT MAN! OLE - STEPS AS SPECIFIED 5" MINIMUM :1 MANHOLE CONFORMS � v TO ASTY 47g y a j, •: O-RING CASKET NON ASPHALTIC MASTIC OR BUTYL RUBBER SE:iL 'I 48" DIAMETER PRECAST AT JOINTS. CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •g" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. ''' /p" PER FOOT SLOPE. BEACH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. VOTE. STRUCTURES ARE TO HE CROUTCD FULLY. TROWELED SMOOTH AND BRUSH FINISHED. REINFORCED BAR PRECAST BASE •4 0 12^ ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIYU • •'• MANHOLE RASE SET T ON 8" OF 02 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED_ •�� Z r D -�0 KENTON C. WAR AMILTON COUNTIG SURVEYOR ATE I i i I I I I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ANCHOR FOR CONCRETE END SECTIONS I SIDE PROFILE I TOP VIEW 1' STEEL ALL THREAD ' n 1' LDNG 'I /z” MIN. DIAMETER •: 2, �..�....- •° ----•-; • -- --- '�_: 1' STEEL NUTS & HASHERS 1' END PROFILE I � , I STEEL I ALL THREAD BOLT HOOKS 1' LONG i �X-- -� I I ; i X - WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE RL"VISED� 1 JAN 2000 STANDARD PLAN APPROVED _ •�(,IA)voo 0 -�J RENT .WARD, AMILTON COUNTY SURVEYOR DATE Z O W --wP GISTER i No. _.� 10000075: �?D STATE OF �O.n<` /NDIANP /lII/II 1 1 1 1 1 1 11111 \�� ■ DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) CC Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering TOE O � O w � o a z z 1� M w DATE: 3/1 /05 LL PROJECT NO.: DRAWN BY: CHECKED BY: DCC DCC SHEET TiTLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C806.DWG SHEET NO.: tGTY SURVEYOR D j1 t I l OFFICE OF THE HAMIL'I'ON COUNTY OUNTY SURVEYOR CASTING FRAME AND COVER AS STANDARD MANHOLE SPECIFIED FOR PIPE SIZES 24" THRU 66" d'x PRECAST CONCRETE ADJUSTER RINGS !t' a NEEDED (12 INCHES OF RINGS MAXIMUM). NUN-ASPHALTiC 24" MASTIC OP. DIAME'"Eii BUTYL RUBBER STANDARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN JOINTS 5" MINIMUM — 4' DIAMETER- MINIMUM - -- --- MANHOLE PIPI2E 1I PIPE TURNS -' DIA. "F IA 'G" 98" 48" GREATER THAN 45 TO 90 DEC! NON - ASPHALTIC MASTIC 98" 54"�88" UP TO 80 DEC ' OR BUTYL RUBBER SEAL BETWEEN JOINTS 84" 42" GREATER THAN 45 TO 90 DEG 84" 48" TURNS UP TO 45 DEC 72" 42' 4g" UP TO 45 DEG IB" - - -- 80' 33" 38" STRAIGHT THRU I r TYPICAL _ 80" ,24 " -33" GREATER THAN 45 TO 90 DEC FULL HEIGHT MANHOLE STEPS AS SPECIFIED ----- CON CRETE REDUCER CAP NOTE - - MANHOLE CONFORMS 70 ASTY C 478 -NO BRICK OR BLOCK WILL I BE ALLOWED IN MANHOLE r.) IA. "F "'� - - - - -i✓ -O-RING CASKET. NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 1' YIN. OVER I BETWEEN JOINTS HIGHEST PIPE I PREFORMED HOLE TO YAXIY'u'Y - OF PIPE O.D. •8" WITH NON - SHRINK CEYEN7 GROUT A; BENCH WALLS AT MINIMUM I q�P I %z" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. 3" YIN. 8" MIN. 3" MN, j �— ONE COMPLETE UNIT OF PRECAST CONCRETE (DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE / REVISED: 1 FEB 2002 STANDARD PLAN APPROVED= NENTON C. W ,HAMILTON CO -21 R � -v - W, _. BAN r '*. \ . "R L OFFICE OF THE HAMILTON CDC.,' "_'� . 1 Si'RV r1.OR I I f TEL 'T FENCE}(. , f,.r temporary prr, t. ct ior.) I. I SET FLUSH N%F'INISH GRADE —EAST JORDAN CASTING 1570 OR EQUAL - AI CONCRETE BASE ---WASHED .,RAVEL -CAP I DIRECTION OF F!OK 6' s G" x d" TEF.I - -0. AIN IL4 _14 i SUBSURFACE DRAIN SSD) RISER DETAIL (DRAWING NOT TO SCALE) I HAMILTON COUNTY SURVEYOI?'c OI -'FICE REVI5ED I JAN 2006 I STANDARD -'LaN I APPROVED: -- ,,, KETOAPC� HAMIL70N COUNTY SURVEYOR DATE � S D J � OFFICE CF THE HAMILTON COUNTY SURVEYOR ZJNDE'RWA'1,ER JISCIIARGE \?0`I' ALLO'vV�,D HYDRO rJ S MULCH OP - SPED & 7„L BI,AI:ICET AS SPEC! FLED I ' S' (MIN.) i0' SAFETY LEDGE I (MI5.1 SC, DUED aRr:A L_ r RO55 t{ATCH EI'.` --+-- END secTloN ' RC P.S>1M�.;EWE�R.,. NORMAL POOL .r IOC IYdLATE '. 8 „•I .�- \ _� i OPTION' ^ ^OF P :FCT )N5- A'OT:.H 4P PAP INTO METAL SH.iWh %RC,QI IRLS TOE PLATE SLOPE AS SHOWN -PRECAST r'F QLTRFS ANCHOR USE RENO MAP "HtiS5 -CONCRETE -CONCRETE :.L.1JN'ALL JNPF ,-F-- NURMAI, POOL � I /'SODDED AREA , .� °I I' (CROSS .HATCH F. Ly/ !� it O\ R( F_ !O[iVf SEWER 4 `'+ f RENO M 1TIR F,a i nl Y , T Tr PI 'J]EW L A K t_I O L T IJ ET D LJ T r1 I L FOR I,:1.KL CROS:- SECTION OPTION DR-NWIN(I NOT TO ;r':1 ,. E) HAMILTON (_, O t � N i Y "f U R V E YO L S O I h I CE REV!. C. -_._ JAN DA RD 1 . T IUD: i ? D r,A17 Do L I) a ,., a II I R,. P,D 1La ,`d: COLivTI S(I kb _:OR 7A E THE IIANIIL`roN co(�tirY _URVE-,_olz � E;t T., "+F.101 1-0 BE SECURED TO STEEL i':'ST ... 2 LOCATIONS --G'AP , TAF'F; TEMPORARY EXl'ENS10N ABOVE GROi ?tiD TO BE REMOVED SFO;f CONNECTION TO ALL MEASUREMENTS TO BE MEASURED . FROM BACI <. OF CURB. 7 11 f-- n TE^+SION SECURED IF EXTENSION S NOT IIL12LD 1'I IS .0 9E . TO .,TEFL POST .CAPPED 62LJh GROUND LEVEL. PROPOSED f I i LATERAL 1.C7CAT:ONS SHALL BE STAMPED GRADE a �- --------- lA "- - -__.►j ON CURB ;SEE CURB STAMP D?:TA[L) »d wasttED I OR CLASS ' A' WASHED STONE REDUCING P__ \ \` REQUIRED MINIMUM SLOPE 0.30/ - -► L MINIMUM 4" SSD ---% 3' 14 1 N I 18' MAX. 'I MINih[LM 6' SU3 SURFACE DRAIN D - PIPE. DIAMETER TYPICAL S S D LATERAL, TO INDI\ IDT_1AL LOTS ALONG STREETS ,DRAWING NOT TO SCALEI HAMILTON COUNTY S t RD %E Yo P 'S OFFICE Q REVISED 1 .IAN 2000 S TAN A PP RO G F!) `� S D --- -- - - - - - -- - - -- _ DARD - P i_ I<ENTUh ._ : ARD. HA fILTON C'O[NTY 3URtiEYOH DATE - I _ OFFICE OF THE HAMILTON COUNT)' StJR`v'E`_-0R BANK AP.-kiORMENT AT Ot:'TLET PIPE IN OPEN CHANNELS f TOP OF BAN}; -- --� -- TOP 09 BAN}: --- --- - ��JC L __ WIDTH VARIES - ---► �C l.� � > RCP OUTLET � � 12 MIN - - AEG- TFXTIL E-�— ►""�,� -GEO TE�T[LE MATT J� __ _ ,�• `�� , -. ,. MA 7-9" GRADED 9' GRADED 3:: RiPRAP IN I I i GAHiAN [PRAP i HA�KET i = r1Z_ � !S' „ � �• c,-> C?.BIAN AASKF.'; CF,OTEXTILE MAT SHALL EXTEND RENO MATTRESS ' e' AEI, THE WAY AROUND UHF. --- - - - - -- - -- '. PERIMETER OF THE RENC MATTRESS — CROSS -cal; !'!IT'IOj` —- F _ - __- __._.._.— _._.._ _. —_ —._ —_ter^; • —. - _. __ TIE' OF BAN; ,oe )t' Lope t i�✓ O t c� i � -- —(,ENTER ,.INE OF PIPE � TCE OF 5LCPE TOP OF RANK I 'PLAN VIFW'' (DRA_W ?NC NOT To a_•ALe:1 HAMILrI'ON COUNTY SURVEYOR'S OFFICE RFVISF.D -_ -eAN 2000 _ / STANDARD Pi,ArI AFPiiOVED —_ - -- - -_ _ �-I.�AN�- 0_�l KEN-ON C. AP.D,HAMI TON - -- COUNTY 5L!RVEYOft DATE - -- OFFICE OF THE `- iAMILTCN COUNTY ;URVEYOR I LAKE CROSS -EC. TIO 0PI0', 3 EASEMENT MIN. ,4 S FREEBOARD MIN. 700 YEAR., NORMAL POOL '�MERGENCY I I SPILL'N Y A AT 109 YF,AR '4-..T __4� 3 - - 'DRAW ?NC NOT TO SCALE) H�! �IIIITCN COI. D'I'Y SUIT \''EYOR'S`OF'I{'IC_E REVISED °A_J 41)00 ,r r ARD PLAIN 1 A_ .I, 1 :API ROB, UU I WARD, tkAEi -I,7ON COUNTY ':Jd JEYOR � • -E i OFFICE OF THE HAMILTON COUNTY SURVEYOR ,,-CASTING FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOIN"' a -- PRECAST CONCRETE ADJUF;TF,R RINGS IF I NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •' P AS REQUIRED BY SITE •. CONDITIONS . CONE; TOP TO .' MATCH ADJUSTING RING PROFILE. �.' --- FULL HEIGHT MAN! OLE - STEPS AS SPECIFIED 5" MINIMUM :1 MANHOLE CONFORMS � v TO ASTY 47g y a j, •: O-RING CASKET NON ASPHALTIC MASTIC OR BUTYL RUBBER SE:iL 'I 48" DIAMETER PRECAST AT JOINTS. CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •g" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. ''' /p" PER FOOT SLOPE. BEACH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. VOTE. STRUCTURES ARE TO HE CROUTCD FULLY. TROWELED SMOOTH AND BRUSH FINISHED. REINFORCED BAR PRECAST BASE •4 0 12^ ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIYU • •'• MANHOLE RASE SET T ON 8" OF 02 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED_ •�� Z r D -�0 KENTON C. WAR AMILTON COUNTIG SURVEYOR ATE I i i I I I I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ANCHOR FOR CONCRETE END SECTIONS I SIDE PROFILE I TOP VIEW 1' STEEL ALL THREAD ' n 1' LDNG 'I /z” MIN. DIAMETER •: 2, �..�....- •° ----•-; • -- --- '�_: 1' STEEL NUTS & HASHERS 1' END PROFILE I � , I STEEL I ALL THREAD BOLT HOOKS 1' LONG i �X-- -� I I ; i X - WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE RL"VISED� 1 JAN 2000 STANDARD PLAN APPROVED _ •�(,IA)voo 0 -�J RENT .WARD, AMILTON COUNTY SURVEYOR DATE Z O W --wP GISTER i No. _.� 10000075: �?D STATE OF �O.n<` /NDIANP /lII/II 1 1 1 1 1 1 11111 \�� ■ DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) CC Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering TOE O � O w � o a z z 1� M w DATE: 3/1 /05 LL PROJECT NO.: DRAWN BY: CHECKED BY: DCC DCC SHEET TiTLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C806.DWG SHEET NO.: THE IIANIIL`roN co(�tirY _URVE-,_olz � E;t T., "+F.101 1-0 BE SECURED TO STEEL i':'ST ... 2 LOCATIONS --G'AP , TAF'F; TEMPORARY EXl'ENS10N ABOVE GROi ?tiD TO BE REMOVED SFO;f CONNECTION TO ALL MEASUREMENTS TO BE MEASURED . FROM BACI <. OF CURB. 7 11 f-- n TE^+SION SECURED IF EXTENSION S NOT IIL12LD 1'I IS .0 9E . TO .,TEFL POST .CAPPED 62LJh GROUND LEVEL. PROPOSED f I i LATERAL 1.C7CAT:ONS SHALL BE STAMPED GRADE a �- --------- lA "- - -__.►j ON CURB ;SEE CURB STAMP D?:TA[L) »d wasttED I OR CLASS ' A' WASHED STONE REDUCING P__ \ \` REQUIRED MINIMUM SLOPE 0.30/ - -► L MINIMUM 4" SSD ---% 3' 14 1 N I 18' MAX. 'I MINih[LM 6' SU3 SURFACE DRAIN D - PIPE. DIAMETER TYPICAL S S D LATERAL, TO INDI\ IDT_1AL LOTS ALONG STREETS ,DRAWING NOT TO SCALEI HAMILTON COUNTY S t RD %E Yo P 'S OFFICE Q REVISED 1 .IAN 2000 S TAN A PP RO G F!) `� S D --- -- - - - - - -- - - -- _ DARD - P i_ I<ENTUh ._ : ARD. HA fILTON C'O[NTY 3URtiEYOH DATE - I _ OFFICE OF THE HAMILTON COUNT)' StJR`v'E`_-0R BANK AP.-kiORMENT AT Ot:'TLET PIPE IN OPEN CHANNELS f TOP OF BAN}; -- --� -- TOP 09 BAN}: --- --- - ��JC L __ WIDTH VARIES - ---► �C l.� � > RCP OUTLET � � 12 MIN - - AEG- TFXTIL E-�— ►""�,� -GEO TE�T[LE MATT J� __ _ ,�• `�� , -. ,. MA 7-9" GRADED 9' GRADED 3:: RiPRAP IN I I i GAHiAN [PRAP i HA�KET i = r1Z_ � !S' „ � �• c,-> C?.BIAN AASKF.'; CF,OTEXTILE MAT SHALL EXTEND RENO MATTRESS ' e' AEI, THE WAY AROUND UHF. --- - - - - -- - -- '. PERIMETER OF THE RENC MATTRESS — CROSS -cal; !'!IT'IOj` —- F _ - __- __._.._.— _._.._ _. —_ —._ —_ter^; • —. - _. __ TIE' OF BAN; ,oe )t' Lope t i�✓ O t c� i � -- —(,ENTER ,.INE OF PIPE � TCE OF 5LCPE TOP OF RANK I 'PLAN VIFW'' (DRA_W ?NC NOT To a_•ALe:1 HAMILrI'ON COUNTY SURVEYOR'S OFFICE RFVISF.D -_ -eAN 2000 _ / STANDARD Pi,ArI AFPiiOVED —_ - -- - -_ _ �-I.�AN�- 0_�l KEN-ON C. AP.D,HAMI TON - -- COUNTY 5L!RVEYOft DATE - -- OFFICE OF THE `- iAMILTCN COUNTY ;URVEYOR I LAKE CROSS -EC. TIO 0PI0', 3 EASEMENT MIN. ,4 S FREEBOARD MIN. 700 YEAR., NORMAL POOL '�MERGENCY I I SPILL'N Y A AT 109 YF,AR '4-..T __4� 3 - - 'DRAW ?NC NOT TO SCALE) H�! �IIIITCN COI. D'I'Y SUIT \''EYOR'S`OF'I{'IC_E REVISED °A_J 41)00 ,r r ARD PLAIN 1 A_ .I, 1 :API ROB, UU I WARD, tkAEi -I,7ON COUNTY ':Jd JEYOR � • -E i OFFICE OF THE HAMILTON COUNTY SURVEYOR ,,-CASTING FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOIN"' a -- PRECAST CONCRETE ADJUF;TF,R RINGS IF I NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •' P AS REQUIRED BY SITE •. CONDITIONS . CONE; TOP TO .' MATCH ADJUSTING RING PROFILE. �.' --- FULL HEIGHT MAN! OLE - STEPS AS SPECIFIED 5" MINIMUM :1 MANHOLE CONFORMS � v TO ASTY 47g y a j, •: O-RING CASKET NON ASPHALTIC MASTIC OR BUTYL RUBBER SE:iL 'I 48" DIAMETER PRECAST AT JOINTS. CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •g" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. ''' /p" PER FOOT SLOPE. BEACH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. VOTE. STRUCTURES ARE TO HE CROUTCD FULLY. TROWELED SMOOTH AND BRUSH FINISHED. REINFORCED BAR PRECAST BASE •4 0 12^ ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIYU • •'• MANHOLE RASE SET T ON 8" OF 02 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED_ •�� Z r D -�0 KENTON C. WAR AMILTON COUNTIG SURVEYOR ATE I i i I I I I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ANCHOR FOR CONCRETE END SECTIONS I SIDE PROFILE I TOP VIEW 1' STEEL ALL THREAD ' n 1' LDNG 'I /z” MIN. DIAMETER •: 2, �..�....- •° ----•-; • -- --- '�_: 1' STEEL NUTS & HASHERS 1' END PROFILE I � , I STEEL I ALL THREAD BOLT HOOKS 1' LONG i �X-- -� I I ; i X - WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE RL"VISED� 1 JAN 2000 STANDARD PLAN APPROVED _ •�(,IA)voo 0 -�J RENT .WARD, AMILTON COUNTY SURVEYOR DATE Z O W --wP GISTER i No. _.� 10000075: �?D STATE OF �O.n<` /NDIANP /lII/II 1 1 1 1 1 1 11111 \�� ■ DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) CC Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering TOE O � O w � o a z z 1� M w DATE: 3/1 /05 LL PROJECT NO.: DRAWN BY: CHECKED BY: DCC DCC SHEET TiTLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C806.DWG SHEET NO.: _ OFFICE OF THE HAMILTON COUNT)' StJR`v'E`_-0R BANK AP.-kiORMENT AT Ot:'TLET PIPE IN OPEN CHANNELS f TOP OF BAN}; -- --� -- TOP 09 BAN}: --- --- - ��JC L __ WIDTH VARIES - ---► �C l.� � > RCP OUTLET � � 12 MIN - - AEG- TFXTIL E-�— ►""�,� -GEO TE�T[LE MATT J� __ _ ,�• `�� , -. ,. MA 7-9" GRADED 9' GRADED 3:: RiPRAP IN I I i GAHiAN [PRAP i HA�KET i = r1Z_ � !S' „ � �• c,-> C?.BIAN AASKF.'; CF,OTEXTILE MAT SHALL EXTEND RENO MATTRESS ' e' AEI, THE WAY AROUND UHF. --- - - - - -- - -- '. PERIMETER OF THE RENC MATTRESS — CROSS -cal; !'!IT'IOj` —- F _ - __- __._.._.— _._.._ _. —_ —._ —_ter^; • —. - _. __ TIE' OF BAN; ,oe )t' Lope t i�✓ O t c� i � -- —(,ENTER ,.INE OF PIPE � TCE OF 5LCPE TOP OF RANK I 'PLAN VIFW'' (DRA_W ?NC NOT To a_•ALe:1 HAMILrI'ON COUNTY SURVEYOR'S OFFICE RFVISF.D -_ -eAN 2000 _ / STANDARD Pi,ArI AFPiiOVED —_ - -- - -_ _ �-I.�AN�- 0_�l KEN-ON C. AP.D,HAMI TON - -- COUNTY 5L!RVEYOft DATE - -- OFFICE OF THE `- iAMILTCN COUNTY ;URVEYOR I LAKE CROSS -EC. TIO 0PI0', 3 EASEMENT MIN. ,4 S FREEBOARD MIN. 700 YEAR., NORMAL POOL '�MERGENCY I I SPILL'N Y A AT 109 YF,AR '4-..T __4� 3 - - 'DRAW ?NC NOT TO SCALE) H�! �IIIITCN COI. D'I'Y SUIT \''EYOR'S`OF'I{'IC_E REVISED °A_J 41)00 ,r r ARD PLAIN 1 A_ .I, 1 :API ROB, UU I WARD, tkAEi -I,7ON COUNTY ':Jd JEYOR � • -E i OFFICE OF THE HAMILTON COUNTY SURVEYOR ,,-CASTING FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOIN"' a -- PRECAST CONCRETE ADJUF;TF,R RINGS IF I NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •' P AS REQUIRED BY SITE •. CONDITIONS . CONE; TOP TO .' MATCH ADJUSTING RING PROFILE. �.' --- FULL HEIGHT MAN! OLE - STEPS AS SPECIFIED 5" MINIMUM :1 MANHOLE CONFORMS � v TO ASTY 47g y a j, •: O-RING CASKET NON ASPHALTIC MASTIC OR BUTYL RUBBER SE:iL 'I 48" DIAMETER PRECAST AT JOINTS. CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •g" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. ''' /p" PER FOOT SLOPE. BEACH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. VOTE. STRUCTURES ARE TO HE CROUTCD FULLY. TROWELED SMOOTH AND BRUSH FINISHED. REINFORCED BAR PRECAST BASE •4 0 12^ ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIYU • •'• MANHOLE RASE SET T ON 8" OF 02 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED_ •�� Z r D -�0 KENTON C. WAR AMILTON COUNTIG SURVEYOR ATE I i i I I I I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ANCHOR FOR CONCRETE END SECTIONS I SIDE PROFILE I TOP VIEW 1' STEEL ALL THREAD ' n 1' LDNG 'I /z” MIN. DIAMETER •: 2, �..�....- •° ----•-; • -- --- '�_: 1' STEEL NUTS & HASHERS 1' END PROFILE I � , I STEEL I ALL THREAD BOLT HOOKS 1' LONG i �X-- -� I I ; i X - WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE RL"VISED� 1 JAN 2000 STANDARD PLAN APPROVED _ •�(,IA)voo 0 -�J RENT .WARD, AMILTON COUNTY SURVEYOR DATE Z O W --wP GISTER i No. _.� 10000075: �?D STATE OF �O.n<` /NDIANP /lII/II 1 1 1 1 1 1 11111 \�� ■ DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) CC Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering TOE O � O w � o a z z 1� M w DATE: 3/1 /05 LL PROJECT NO.: DRAWN BY: CHECKED BY: DCC DCC SHEET TiTLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C806.DWG SHEET NO.: COUNTY 5L!RVEYOft DATE - -- OFFICE OF THE `- iAMILTCN COUNTY ;URVEYOR I LAKE CROSS -EC. TIO 0PI0', 3 EASEMENT MIN. ,4 S FREEBOARD MIN. 700 YEAR., NORMAL POOL '�MERGENCY I I SPILL'N Y A AT 109 YF,AR '4-..T __4� 3 - - 'DRAW ?NC NOT TO SCALE) H�! �IIIITCN COI. D'I'Y SUIT \''EYOR'S`OF'I{'IC_E REVISED °A_J 41)00 ,r r ARD PLAIN 1 A_ .I, 1 :API ROB, UU I WARD, tkAEi -I,7ON COUNTY ':Jd JEYOR � • -E i OFFICE OF THE HAMILTON COUNTY SURVEYOR ,,-CASTING FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOIN"' a -- PRECAST CONCRETE ADJUF;TF,R RINGS IF I NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •' P AS REQUIRED BY SITE •. CONDITIONS . CONE; TOP TO .' MATCH ADJUSTING RING PROFILE. �.' --- FULL HEIGHT MAN! OLE - STEPS AS SPECIFIED 5" MINIMUM :1 MANHOLE CONFORMS � v TO ASTY 47g y a j, •: O-RING CASKET NON ASPHALTIC MASTIC OR BUTYL RUBBER SE:iL 'I 48" DIAMETER PRECAST AT JOINTS. CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •g" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. ''' /p" PER FOOT SLOPE. BEACH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. VOTE. STRUCTURES ARE TO HE CROUTCD FULLY. TROWELED SMOOTH AND BRUSH FINISHED. REINFORCED BAR PRECAST BASE •4 0 12^ ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIYU • •'• MANHOLE RASE SET T ON 8" OF 02 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED_ •�� Z r D -�0 KENTON C. WAR AMILTON COUNTIG SURVEYOR ATE I i i I I I I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ANCHOR FOR CONCRETE END SECTIONS I SIDE PROFILE I TOP VIEW 1' STEEL ALL THREAD ' n 1' LDNG 'I /z” MIN. DIAMETER •: 2, �..�....- •° ----•-; • -- --- '�_: 1' STEEL NUTS & HASHERS 1' END PROFILE I � , I STEEL I ALL THREAD BOLT HOOKS 1' LONG i �X-- -� I I ; i X - WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE RL"VISED� 1 JAN 2000 STANDARD PLAN APPROVED _ •�(,IA)voo 0 -�J RENT .WARD, AMILTON COUNTY SURVEYOR DATE Z O W --wP GISTER i No. _.� 10000075: �?D STATE OF �O.n<` /NDIANP /lII/II 1 1 1 1 1 1 11111 \�� ■ DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) CC Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering TOE O � O w � o a z z 1� M w DATE: 3/1 /05 LL PROJECT NO.: DRAWN BY: CHECKED BY: DCC DCC SHEET TiTLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C806.DWG SHEET NO.: i OFFICE OF THE HAMILTON COUNTY SURVEYOR ,,-CASTING FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOIN"' a -- PRECAST CONCRETE ADJUF;TF,R RINGS IF I NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •' P AS REQUIRED BY SITE •. CONDITIONS . CONE; TOP TO .' MATCH ADJUSTING RING PROFILE. �.' --- FULL HEIGHT MAN! OLE - STEPS AS SPECIFIED 5" MINIMUM :1 MANHOLE CONFORMS � v TO ASTY 47g y a j, •: O-RING CASKET NON ASPHALTIC MASTIC OR BUTYL RUBBER SE:iL 'I 48" DIAMETER PRECAST AT JOINTS. CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •g" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. ''' /p" PER FOOT SLOPE. BEACH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. VOTE. STRUCTURES ARE TO HE CROUTCD FULLY. TROWELED SMOOTH AND BRUSH FINISHED. REINFORCED BAR PRECAST BASE •4 0 12^ ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIYU • •'• MANHOLE RASE SET T ON 8" OF 02 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED_ •�� Z r D -�0 KENTON C. WAR AMILTON COUNTIG SURVEYOR ATE I i i I I I I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ANCHOR FOR CONCRETE END SECTIONS I SIDE PROFILE I TOP VIEW 1' STEEL ALL THREAD ' n 1' LDNG 'I /z” MIN. DIAMETER •: 2, �..�....- •° ----•-; • -- --- '�_: 1' STEEL NUTS & HASHERS 1' END PROFILE I � , I STEEL I ALL THREAD BOLT HOOKS 1' LONG i �X-- -� I I ; i X - WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE RL"VISED� 1 JAN 2000 STANDARD PLAN APPROVED _ •�(,IA)voo 0 -�J RENT .WARD, AMILTON COUNTY SURVEYOR DATE Z O W --wP GISTER i No. _.� 10000075: �?D STATE OF �O.n<` /NDIANP /lII/II 1 1 1 1 1 1 11111 \�� ■ DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) CC Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering TOE O � O w � o a z z 1� M w DATE: 3/1 /05 LL PROJECT NO.: DRAWN BY: CHECKED BY: DCC DCC SHEET TiTLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C806.DWG SHEET NO.: OFFICE OF THE HAMILTON COUNTY SURVEYOR ,,-CASTING FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOIN"' a -- PRECAST CONCRETE ADJUF;TF,R RINGS IF I NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ECCENTRIC CONE OR REDUCER •' P AS REQUIRED BY SITE •. CONDITIONS . CONE; TOP TO .' MATCH ADJUSTING RING PROFILE. �.' --- FULL HEIGHT MAN! OLE - STEPS AS SPECIFIED 5" MINIMUM :1 MANHOLE CONFORMS � v TO ASTY 47g y a j, •: O-RING CASKET NON ASPHALTIC MASTIC OR BUTYL RUBBER SE:iL 'I 48" DIAMETER PRECAST AT JOINTS. CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •g" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. ''' /p" PER FOOT SLOPE. BEACH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. VOTE. STRUCTURES ARE TO HE CROUTCD FULLY. TROWELED SMOOTH AND BRUSH FINISHED. REINFORCED BAR PRECAST BASE •4 0 12^ ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIYU • •'• MANHOLE RASE SET T ON 8" OF 02 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED_ •�� Z r D -�0 KENTON C. WAR AMILTON COUNTIG SURVEYOR ATE I i i I I I I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ANCHOR FOR CONCRETE END SECTIONS I SIDE PROFILE I TOP VIEW 1' STEEL ALL THREAD ' n 1' LDNG 'I /z” MIN. DIAMETER •: 2, �..�....- •° ----•-; • -- --- '�_: 1' STEEL NUTS & HASHERS 1' END PROFILE I � , I STEEL I ALL THREAD BOLT HOOKS 1' LONG i �X-- -� I I ; i X - WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE RL"VISED� 1 JAN 2000 STANDARD PLAN APPROVED _ •�(,IA)voo 0 -�J RENT .WARD, AMILTON COUNTY SURVEYOR DATE Z O W --wP GISTER i No. _.� 10000075: �?D STATE OF �O.n<` /NDIANP /lII/II 1 1 1 1 1 1 11111 \�� ■ DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) CC Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering TOE O � O w � o a z z 1� M w DATE: 3/1 /05 LL PROJECT NO.: DRAWN BY: CHECKED BY: DCC DCC SHEET TiTLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C806.DWG SHEET NO.: I i i I I I I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ANCHOR FOR CONCRETE END SECTIONS I SIDE PROFILE I TOP VIEW 1' STEEL ALL THREAD ' n 1' LDNG 'I /z” MIN. DIAMETER •: 2, �..�....- •° ----•-; • -- --- '�_: 1' STEEL NUTS & HASHERS 1' END PROFILE I � , I STEEL I ALL THREAD BOLT HOOKS 1' LONG i �X-- -� I I ; i X - WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE RL"VISED� 1 JAN 2000 STANDARD PLAN APPROVED _ •�(,IA)voo 0 -�J RENT .WARD, AMILTON COUNTY SURVEYOR DATE Z O W --wP GISTER i No. _.� 10000075: �?D STATE OF �O.n<` /NDIANP /lII/II 1 1 1 1 1 1 11111 \�� ■ DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) CC Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering TOE O � O w � o a z z 1� M w DATE: 3/1 /05 LL PROJECT NO.: DRAWN BY: CHECKED BY: DCC DCC SHEET TiTLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C806.DWG SHEET NO.: Z O W --wP GISTER i No. _.� 10000075: �?D STATE OF �O.n<` /NDIANP /lII/II 1 1 1 1 1 1 11111 \�� ■ DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) CC Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering TOE O � O w � o a z z 1� M w DATE: 3/1 /05 LL PROJECT NO.: DRAWN BY: CHECKED BY: DCC DCC SHEET TiTLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C806.DWG SHEET NO.: DATE: 3/1 /05 LL PROJECT NO.: DRAWN BY: CHECKED BY: DCC DCC SHEET TiTLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C806.DWG SHEET NO.: