The URL can be used to link to this page

Home My WebLink AboutC805 Hamilton County DetailsOFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS SECTIONS OPTION 3 HYDROSEEDED UNDERWATER 1. 8150 DISCHARGE MULCH OR BLANKET AS SPECIFIED 5' (MIN.) NOT ALLOWED 10' SAFETY LEDGE +s "e w Q k 3 SEED 5 3' (MIN.) `oi; K�''i' N oGR•UT: oo t�o SODDED AREA (CROSS-HATCHED) SECTION POOL DIRECTION OF FLOW 10' OPTION 1 e +r +s_ 3" MIN. END NORMAL 14 24" O SUBSURFACE DRAIN (SSD) R.C.P. STORM SEWER HAMILTON COUNTY SURVEYOR'S OFFICE OPTIONS FOR METAL: -PRECAST: CONCRETE CONCRETE TOE END SECTIONS: SHOWN /REQUIRES. TOE PLATE REQUIRES ANCHOR SLQPEWALL HEADWALL 6 0, 1' P t or 5 I g"• t NOTCH RIP SLOPE AS USE RENO NORMAL POOL J -RAP INTO SHOWN MATTRESS 5 1 t t t t I t SLOPE 1/2 5 V SODDEDAREA OSS- HATCHED SLOPE ..1...-1.... i 1 I io 3/4 r 1 er i o N' Ow I P I 4 c 5' O A a x U Ai OPTION (DRAWING i 3 0 SLOPE t I I t t 3' NOT TO SCALE) 3/4 R.C.P. STORM co r RI cPs• RENO MATTRESS 0 00 e 38 VIEW DETAIL SECTION TOP LAKE .OUTLET FOR LAKE CROSS HAMILTON COUNTY SURVEYOR'S OFFICE 1/2 REVISED: I JAN 2000 APPROVED: 4 O° STANDARD PLAN D-11 KENTON WARD; HAM( COUNTY SURVEYOR DATE ON OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS SECTIONS OPTION 3 6' STEEL "T" FENCEPOST (for temporary protection) SET FLUSH W /FINISH GRADE EAST JORDAN CASTING 1670 OR EQUAL I i —I I 0. ca ti ao a I I 1 CO NCRE TE m W s. b I 1 -1=111 _1 =111 1 1— I 1 1----n m WASHED GRAVEL `oi; K�''i' N oGR•UT: oo t�o iI e' I i F 8" x 8" x B•' TEE o DIRECTION OF FLOW 10' OPTION 3 (DRAWING NOT TO SCALE) 00CP0 •�'t�� o 3" MIN. REVISED: 1 JAN •2000 14 24" O SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE KENTON C. WARD, MILTON COUNTY SURVEYOR •DATE REVISED: 1 JAN 2000 Inches APPROVED: 4.140.404, STANDARD PLAN SSD-3 KENTO C WARD AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY. SURVEYOR LAKE CROSS SECTIONS OPTION 3 NORMAL POOL SIDE PROFILE EASEMENT 15' MIN. 1 J 2' FREE :OARD MIN. 100 YEAR f '1 V -bar No. of H -bar EME 5 SPILLWAY AT 100 O YEAR USE OUTLET 2' 1 10' OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE Size REVISED: 1 JAN •2000 Inches APPROVED: 414100 STANDARD PLAN D-8 KENTON C. WARD, MILTON COUNTY SURVEYOR •DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS GUARD /••••8` STEEL NOTE: FENCE "T POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO SIDE PROFILE STRUCTURES S i I Apron V -bar No. of H -bar Bolt "A" I 1 Size Size H-bars Size Die. Dim: Inches Inches. Req'd Inches Inches Inches 18 1/2 3 6/B 1/2 5 r' 4 24 5/8 4 3/4 1/2 7 30 5/8 4 3/4 1/2 7 1/2 38 3/4 4 1 1/2 10 1/2 42 3/4 4 .1 3/4 11 HAMILTON COUNTY SURVEYOR'S OFFICE 48 3/4 4 11/2pipe 3/4 12 54 3/4 4 11/2Pipe 3/4 12 80 3/4 5 11/2pipe 3/4 14 72 3/4 5 i%lPipe 3/4 14 84 3/4 6 11/2pipe 3/4 15 TOP VIEW 12 1/2 3 5/8 1/2 4 15 •1/2 3 5/8 1/2 4 1/2 18 1/2 4 5/8 1/2 4 1/2 21 1/2 4 5/8 1/2 6 =I ..0, ruse nab Wexur i■ I 24 5/8 4 3/4 1/2 5 27 5/8 4 3/4 1/2 5 1/2 30 5/8 4 3/4 1/2 5 1/2 —ME 38 3/4 4 1 3/4 B I i !4__ 42 3/4 4 1 3/4 B 48 3/4 5 1 3/4 8 54 3/4 5 it /zpipe 3/4 8 80 3/4 5 1Y2pipa 3/4 B SE 88 3/4 B 1Y2pipe 3/4 8 vMI '1111111 72 3/4 6 11/2Pipe 3/4 9 84 3/4 7 11/2pipe 3/4 10 90 3/4 7 1t 3/4 14 NOTES: 1. BARS PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY_ OR'S OFFICE REVISED: 1 JAN 2000 APPROVED: 4,14 CPO STANDARD PLAN D-12 KEN C. WA HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE /••••8` STEEL NOTE: FENCE "T POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO PROPOSED GRADE STRUCTURES S i I HOUSE. ALL MEASUREMENTS TO BE MEASURED eff— 1 .7 11 I 1 T 1 EXTENSION SECURED TO STEEL POST 18" FROM BACK OF CURB. IF EXTENSION IS NOT UTILIZED, IT IS TO BE CAPPED BELOW GROUND LEVEL. LATERAL LOCATIONS SHALL BE STAMPED ON CURB. (SEE CURB STAMP DETAIL) I 1=1 I 1 1 1 �1 G IHHRThJ PROPOSED GRADS U 1 1 I�•• Q :••-,-(5..7:.... /1 12 TO 21 3 •8 WASHED GRAVEL OR CLASS "A" X r1 r I• eo WASHED STONE REDUCING T V 4 '44 1l.1• I 1=1 UNDERDRAINS YES Y REQUIRED R N -III REQUIRED 0.30% —I► MINIM tk• 0 I I- l EXISTING GRADE 21 TO 27 2 r' MINIMUM 4" SSD MIN TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG DESIGN N 12" MIN NO Y 1 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D PIPE DIAMETER STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED:. 1 JAN 2000 i! APPROVED: °p STANDARD PLAN SSD-1 DA KENTO C. WARD, H ILTON C SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE EXISTING GRADE PIPE S STRUCTURES S i I T�r, eff— 1 .7 11 I 1 T 1 I 1 1 I 1 I 1=1 I 1 1 1 �1 G IHHRThJ PROPOSED GRADS U 1 11 1 1 YES 12 TO 21 3 l D =I I 1=1 UNDERDRAINS YES Y 11 ill -III REQUIRED —I i i —I III III III 11 i IN SWALES WITH LESS I 1 =111 1 11=1 THAN 17. SLOPE I I- l EXISTING GRADE 21 TO 27 2 24 X 38. OR D DESIGN N NO N NO Y :Hr I III Tn IF-1117_111= i! fflfli:4 YES Y 1 -PROPOSE GRADE UNDERCUT SWALE BY 0 2 D DESIGN N NO N 111— YES 016° 0 0 8 GRAVEL 0 O Q 000•• III ILTING 11 (I I TO ALLOW FOR FUTURE S I I1 �11I 1II ''s III III 1II F iv A rta PERFORATED SUBSURFACE DRAIN (SSD) PIPE WITH MINIMUM 0.6% GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES AND INVERT ELEVATIONS. 51111.0 •e YES•• Y (8" MINIMUM) DETAIL (DRAWING NOT TO SCALE) s TYPICAL SWALE HAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 REVISED: 1 FEB 2002 APPROVED: 1 ,1 STANDARD PLAN D-16 KENTON C. WARD AMILTON CO TY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE S STRUCTURES S STRUCTURES A ANGLE AND S STEPS C CURB C CASTING 12 TO 18 2 24 X 24 D DESIGN N NO Y YES Y YES 12 TO 21 3 30 X 30. D DESIGN N NO Y YES Y YES 18 TO 21 M MR/BOX D DESIGN Y YES Y YES Y YES 21 TO 27 2 24 X 38. OR D DESIGN N NO N NO Y YES 12 TO 24 3 38 X 38 D DESIGN N NO Y YES Y YES 24 OR I D DESIGN D DESIGN N NO N NO Y YES 24 OR 1 M MH /BOX D DESIGN Y YES•• Y YES Y YES PIPES NO LARGER THAN 18 CAN BE USED IN THE 2' SIDE OF THIS BOX. ••INCOMING AND OUT GOING PIPES EFFECT STEPS 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: 1 FEB 2002 APPROVED: —J D STANDARD PLAN KENTON C. D. HAMILTON OUNTY SURVEYOR 4 NOTE i -MANHOLE CONFORMS TO BE ALLOWED IN WILL -O -RIHG GASKET. NON DIA. "F" ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 0 HIGHEST PIPE BETWEEN JOINTS 1' MIN. OVER PREFORMED HOLE TO MAXIMUM r NON-SHRINB EMENT N.V B ENCH WALLS AT MINIMUM tr PER S TO BE BENCH TO SPRING LINE OF PIPE. 3" MIN. r' ;.'•;:.'�'t:. ''.r •'t''' /��4 8" MIN. 5" MIN. Vi ONE COMPLET 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: Z TE D-21 KENTON C. W HAMILTON CO NTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON -ASPHALTIC MASTIC IL OR BUTYL RUBBER SEAL BETWEEN JOINTS. IN PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER A '1, ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE i 1 CONDITIONS. CONE TOP TO t WATCH ADJUSTING RING PROFILE. -1— FULL HEIGHT MANHOL r r STEPS AS SPECIFIED. 6" MINIMUM MIL MANHOLE CONFORMS .4 TO ASTM 478 Os a O-RING GASKET NON- i. ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL AT JOINTS. CONCRETE SECTION PREFORMED HOLE TO MAXIMUM IF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. t /2" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. i A r: NOTE; STRUCTURES ARE TO BE GROUTED FULLY. TROWELED _y l SMOOTH AND BRUSH FINISHED. REINFORCED BAR PRECAST BASE i i �f �.s i fr APPROVED ALTERNATIVE •4 6 12" ON CENTER OR 8" OR 8" PER SECTION 3" MINIMUM "i i:' 4.7 MANHOLE BASE SET e %1 Z.':' ....:'3: ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 O STANDARD PLAN APPROVED D -20 KENTON C.- WAR AMILTON COUNT SURVEYOR ATE DATE: PROJECT NO.: 3/1 /04 1238. V02 DRAWN BY: CHECKED BY: DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \V002 \DWGS \C805.DWG SHEET NO.: Y+� e•� ��C ��tY° ��y�+.a5�u �9:$ 4�r S`1 _..J W 3. -2''.` a '4 'i' 4. �ri� 'Sa �d T 'v ��...,,„`„y`.' 4�� ,y €v"w� 3 v�h�, .t.,,r „r c� ��.a ...•-L.. `x. i°,.5�" ee .r. v;, .4c, �vsz ...a^�',.s.. .�'ae �1 \\111tt1 t l l l l l l ll lil/ �c\ON T. B'''' �Q` 1STE No, 0000075 STATE OF /ONAL E I IttIttO DATE: 3/1/04 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. (2004) tft:" Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON -ASPHALTIC MASTIC IL OR BUTYL RUBBER SEAL BETWEEN JOINTS. IN PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER A '1, ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE i 1 CONDITIONS. CONE TOP TO t WATCH ADJUSTING RING PROFILE. -1— FULL HEIGHT MANHOL r r STEPS AS SPECIFIED. 6" MINIMUM MIL MANHOLE CONFORMS .4 TO ASTM 478 Os a O-RING GASKET NON- i. ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL AT JOINTS. CONCRETE SECTION PREFORMED HOLE TO MAXIMUM IF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. t /2" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. i A r: NOTE; STRUCTURES ARE TO BE GROUTED FULLY. TROWELED _y l SMOOTH AND BRUSH FINISHED. REINFORCED BAR PRECAST BASE i i �f �.s i fr APPROVED ALTERNATIVE •4 6 12" ON CENTER OR 8" OR 8" PER SECTION 3" MINIMUM "i i:' 4.7 MANHOLE BASE SET e %1 Z.':' ....:'3: ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 O STANDARD PLAN APPROVED D -20 KENTON C.- WAR AMILTON COUNT SURVEYOR ATE DATE: PROJECT NO.: 3/1 /04 1238. V02 DRAWN BY: CHECKED BY: DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \V002 \DWGS \C805.DWG SHEET NO.: Y+� e•� ��C ��tY° ��y�+.a5�u �9:$ 4�r S`1 _..J W 3. -2''.` a '4 'i' 4. �ri� 'Sa �d T 'v ��...,,„`„y`.' 4�� ,y €v"w� 3 v�h�, .t.,,r „r c� ��.a ...•-L.. `x. i°,.5�" ee .r. v;, .4c, �vsz ...a^�',.s.. .�'ae �1 \\111tt1 t l l l l l l ll lil/ �c\ON T. B'''' �Q` 1STE No, 0000075 STATE OF /ONAL E I IttIttO DATE: 3/1/04 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. (2004) tft:" Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 3/1 /04 1238. V02 DRAWN BY: CHECKED BY: DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \V002 \DWGS \C805.DWG SHEET NO.: Y+� e•� ��C ��tY° ��y�+.a5�u �9:$ 4�r S`1 _..J W 3. -2''.` a '4 'i' 4. �ri� 'Sa �d T 'v ��...,,„`„y`.' 4�� ,y €v"w� 3 v�h�, .t.,,r „r c� ��.a ...•-L.. `x. i°,.5�" ee .r. v;, .4c, �vsz ...a^�',.s.. .�'ae �1 \\111tt1 t l l l l l l ll lil/ �c\ON T. B'''' �Q` 1STE No, 0000075 STATE OF /ONAL E I IttIttO DATE: 3/1/04 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. (2004) tft:" Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering \\111tt1 t l l l l l l ll lil/ �c\ON T. B'''' �Q` 1STE No, 0000075 STATE OF /ONAL E I IttIttO DATE: 3/1/04 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. (2004) tft:" Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering