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HomeMy WebLinkAbout05020007.20I OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED I CASTING •3501 TL (INCHES) FROM T/C TO 40" FROM T/C PIPES WILL 2. BARS, PLATES, & PIPEE ARE FINISHED +R-3501N & TR 4. NO REHAR THROUGH PIPES WILL BE ALLOWED INVERT TO INVERT REQUIRE REVISED: 1 JAN 2000. 4j4'^'c,,. STANDARD PLAN (INCHES) _ D SPECIAL DESIIIN 12 TO 18 24 X 24 +•+ DESIGN NO YES YES APPROVAL 12 TO 21 30 X 30 + +• DESIGN NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36+ OR + +• DESIGN NO NO YES 38 X 36 APPROVAL 12 TO 24 _ 38 X 38 + ++ DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN +•• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER MH /BOX DESIGN YES-- YES YES APPROVAL + 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 JZ STANDARD PLAN APPROVED: fiEE D -18 KENTON C. D. HAMILTON DUNTY SURVEYOR 1 FEB 2CO2 STANDARD PLAN APPROVED_ -= D -16 KENTON C. WARD. AMILTON COU TY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE -� J•• -_•-�3 11r� r•I'_ PROPOSED GRADE I�TO UNDERCUT A LLOW FORLFUTURE SILTING I I I UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1/. SLOPE EXISTING GRADE � I I fr•1•- -.... f3 }}f•�MiiIN.) (M-N -JT1 � I I I -III —I I I-1• I I�•*I t•T 1 —I "I � —I I I —� l — - PROPOSED GRADE h.. � �•I• —'' UNDERCUT SWALE BY 0.2' II —I I I I i (�O(��Il TO ALLOW FOR FUTUR i SILtIiC I' I — � O O �li Ili III ill III III I_-/'00 O� •8 GRAVEL[ �^ Y OV � O� N ❑ � ^ � PERFORATED SUBSURFACE DRAIN (SSD) PIPE {�(✓ 0 WITH MINIMUM 0.5Z GRADIENT. 00 � SEE DEVELOPMENT PLAN FOR SIZES J (8" MINIMUM) AND INVERT ELEVATIONS. 3' TYPICAL SWALE DETAIL IDRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND COYER AS FOR PIPE SIZES 24" THRU 66" SPECIFIED I PRECAST CONCRETE ADJUSTER RINGS IF iif� NEEDED (12 INCHES OF RINGS MAXIMUM). NON-ASPHALTIC 84�• MASTIC OR DIAMETERS STANDARD PRECAST MANHOLE CAP OR CONE BUTYL RUBBER SEAL BETWEEN JOINTS 5" MINIMUM 4' DIAMETER 5" MINIMUM MANHOLE PIPE PIPE TURNS i DIA "F" DIA, 'G" - OB" 4B" GREATER THAN 45 TO BO DEG NON- ASPHALTIC MASTIC B8" 5411-66" UP TO 80 DEC OR BUTYL RUBBER 84" 42" GREATER THAN 45 TO 90 DEGI SEAL BETWEEN JOINTS 84" 48" TURNS UP TO 45 DEC I 72" 42' -48" UP TO 45 DEC 18" 80" 33 " -38'• STRAIGHT THRU TYPICAL 80" 24 " -33" GREATER THAN 45 TO 90 DEG " " " " "' FULL HEIGHT MANHOLE .', STEPS AS SPECIFIED ' ­---------- ' CONCRETE REDUCER CAP NOTE - MANHOLE CONFORMS TO ASTM C -478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE -O-RING CASKET. NON• DIA. "F" i ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 1' MIN. OVER BETWEEN JOINTS HIGHEST PIPE PREFORMED HOLE 70 MAXIMUM OF PIPE O.D. •0" WITH NON-SHRINK CEMENT GROUT Ci qte• � /tE PER FOOTSSLOPE.1 BENCH 11ALL3 TO BE CONSTRUCTED TO SPRING LINE OF PIPE. 3" MIN. B" MIN. 3" YIN. 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 D -21 KENTON C. WA .HAMILTON CO NTY SURVEYOR OFFICE OF' THE HAMILTON COUNTY SURVEYOR .. E B R I S 'l�k �J .c`�i '..Ll JR D PROFILE — SIDE Apron V bar No of H-bar Bolt __I 'n" Size Size H -bars Size Dia. m.� Inches Inches Req_d Inches Inches Irches e 18 1/2 _ _ 3 5/8 i:1-►1 0 24 5/8 4 3i4 1/2 7 30 5/8 I 4 3/4 1t2 7 1/2 m 216 31, -- 41- I it2 10 I/2 _ 42 1 . 48 3/4 _�12e. -_ 3/4 _ 4 374 4 1 y 12 -- 60 i� 3/4 5 1 zpipe 314 X14 ' 72 3/4 5 1 zpipe' 3/} -_ 14 _ L_- 84 3/4 1 6 ] zpipe 3i4 ]_ 5 'FOP VIEW i22 1/2 �_- 6/6 1 /2 4 15 1/2 33 5/8 1/2 1 4 1/2 4 18 1/2 I 4 8 1!2 1/2 i 21 1!2 ! 4 5/8 _ 1/2 5 - --- - 3/4 -, »•a �. >u � 24 5/8 4 �- t/2 -� -5 � uazca 15 -� s a+ -t ;..•no,. a, 27 5, _4 3 / 4 1 / 2 112 m 30 5/8 3/4 5 1/2 �_ 4 m 36 3/4 4 1 3/4 1 8 -__ -1 /4 a42 314 _ +rry 48 3/4 5 _- 1 -T 3/4 8 V 3/4 5_ 1 zPipe� 3/4 8 L_ -► - 3!4 5 I�1zplpe 3/4 8 a I 314 8 1 pipe 3/4 0 -� 3!4_ 6 1/ pipe _ 3/4 4 84 .3i4 7 '_TZpipe 37 4 SG� 90 374 7 I1/pi pe 314 74 NOTES 1. BARS & PLATES ARE HOT - ROLLED STEEL. 2. BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE CALVIN'IZED 4. NO REHAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL. BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 JAN 2000. 4j4'^'c,,. STANDARD PLAN APPROVED _ D _ � DATE KEN C. WA/D, HAMILTON COU YVFY OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE -� J•• -_•-�3 11r� r•I'_ PROPOSED GRADE I�TO UNDERCUT A LLOW FORLFUTURE SILTING I I I UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1/. SLOPE EXISTING GRADE � I I fr•1•- -.... f3 }}f•�MiiIN.) (M-N -JT1 � I I I -III —I I I-1• I I�•*I t•T 1 —I "I � —I I I —� l — - PROPOSED GRADE h.. � �•I• —'' UNDERCUT SWALE BY 0.2' II —I I I I i (�O(��Il TO ALLOW FOR FUTUR i SILtIiC I' I — � O O �li Ili III ill III III I_-/'00 O� •8 GRAVEL[ �^ Y OV � O� N ❑ � ^ � PERFORATED SUBSURFACE DRAIN (SSD) PIPE {�(✓ 0 WITH MINIMUM 0.5Z GRADIENT. 00 � SEE DEVELOPMENT PLAN FOR SIZES J (8" MINIMUM) AND INVERT ELEVATIONS. 3' TYPICAL SWALE DETAIL IDRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND COYER AS FOR PIPE SIZES 24" THRU 66" SPECIFIED I PRECAST CONCRETE ADJUSTER RINGS IF iif� NEEDED (12 INCHES OF RINGS MAXIMUM). NON-ASPHALTIC 84�• MASTIC OR DIAMETERS STANDARD PRECAST MANHOLE CAP OR CONE BUTYL RUBBER SEAL BETWEEN JOINTS 5" MINIMUM 4' DIAMETER 5" MINIMUM MANHOLE PIPE PIPE TURNS i DIA "F" DIA, 'G" - OB" 4B" GREATER THAN 45 TO BO DEG NON- ASPHALTIC MASTIC B8" 5411-66" UP TO 80 DEC OR BUTYL RUBBER 84" 42" GREATER THAN 45 TO 90 DEGI SEAL BETWEEN JOINTS 84" 48" TURNS UP TO 45 DEC I 72" 42' -48" UP TO 45 DEC 18" 80" 33 " -38'• STRAIGHT THRU TYPICAL 80" 24 " -33" GREATER THAN 45 TO 90 DEG " " " " "' FULL HEIGHT MANHOLE .', STEPS AS SPECIFIED ' ­---------- ' CONCRETE REDUCER CAP NOTE - MANHOLE CONFORMS TO ASTM C -478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE -O-RING CASKET. NON• DIA. "F" i ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 1' MIN. OVER BETWEEN JOINTS HIGHEST PIPE PREFORMED HOLE 70 MAXIMUM OF PIPE O.D. •0" WITH NON-SHRINK CEMENT GROUT Ci qte• � /tE PER FOOTSSLOPE.1 BENCH 11ALL3 TO BE CONSTRUCTED TO SPRING LINE OF PIPE. 3" MIN. B" MIN. 3" YIN. 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 D -21 KENTON C. WA .HAMILTON CO NTY SURVEYOR OFFICE OF' THE HAMILTON COUNTY SURVEYOR .. E B R I S 'l�k �J .c`�i '..Ll JR D PROFILE — SIDE Apron V bar No of H-bar Bolt __I 'n" Size Size H -bars Size Dia. m.� Inches Inches Req_d Inches Inches Irches e 18 1/2 _ _ 3 5/8 i:1-►1 0 24 5/8 4 3i4 1/2 7 30 5/8 I 4 3/4 1t2 7 1/2 m 216 31, -- 41- I it2 10 I/2 _ 42 1 . 48 3/4 _�12e. -_ 3/4 _ 4 374 4 1 y 12 -- 60 i� 3/4 5 1 zpipe 314 X14 ' 72 3/4 5 1 zpipe' 3/} -_ 14 _ L_- 84 3/4 1 6 ] zpipe 3i4 ]_ 5 'FOP VIEW i22 1/2 �_- 6/6 1 /2 4 15 1/2 33 5/8 1/2 1 4 1/2 4 18 1/2 I 4 8 1!2 1/2 i 21 1!2 ! 4 5/8 _ 1/2 5 - --- - 3/4 -, »•a �. >u � 24 5/8 4 �- t/2 -� -5 � uazca 15 -� s a+ -t ;..•no,. a, 27 5, _4 3 / 4 1 / 2 112 m 30 5/8 3/4 5 1/2 �_ 4 m 36 3/4 4 1 3/4 1 8 -__ -1 /4 a42 314 _ +rry 48 3/4 5 _- 1 -T 3/4 8 V 3/4 5_ 1 zPipe� 3/4 8 L_ -► - 3!4 5 I�1zplpe 3/4 8 a I 314 8 1 pipe 3/4 0 -� 3!4_ 6 1/ pipe _ 3/4 4 84 .3i4 7 '_TZpipe 37 4 SG� 90 374 7 I1/pi pe 314 74 NOTES 1. BARS & PLATES ARE HOT - ROLLED STEEL. 2. BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE CALVIN'IZED 4. NO REHAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL. BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 JAN 2000. 4j4'^'c,,. STANDARD PLAN APPROVED _ D _ � DATE KEN C. WA/D, HAMILTON COU YVFY OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND COYER AS FOR PIPE SIZES 24" THRU 66" SPECIFIED I PRECAST CONCRETE ADJUSTER RINGS IF iif� NEEDED (12 INCHES OF RINGS MAXIMUM). NON-ASPHALTIC 84�• MASTIC OR DIAMETERS STANDARD PRECAST MANHOLE CAP OR CONE BUTYL RUBBER SEAL BETWEEN JOINTS 5" MINIMUM 4' DIAMETER 5" MINIMUM MANHOLE PIPE PIPE TURNS i DIA "F" DIA, 'G" - OB" 4B" GREATER THAN 45 TO BO DEG NON- ASPHALTIC MASTIC B8" 5411-66" UP TO 80 DEC OR BUTYL RUBBER 84" 42" GREATER THAN 45 TO 90 DEGI SEAL BETWEEN JOINTS 84" 48" TURNS UP TO 45 DEC I 72" 42' -48" UP TO 45 DEC 18" 80" 33 " -38'• STRAIGHT THRU TYPICAL 80" 24 " -33" GREATER THAN 45 TO 90 DEG " " " " "' FULL HEIGHT MANHOLE .', STEPS AS SPECIFIED ' ­---------- ' CONCRETE REDUCER CAP NOTE - MANHOLE CONFORMS TO ASTM C -478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE -O-RING CASKET. NON• DIA. "F" i ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 1' MIN. OVER BETWEEN JOINTS HIGHEST PIPE PREFORMED HOLE 70 MAXIMUM OF PIPE O.D. •0" WITH NON-SHRINK CEMENT GROUT Ci qte• � /tE PER FOOTSSLOPE.1 BENCH 11ALL3 TO BE CONSTRUCTED TO SPRING LINE OF PIPE. 3" MIN. B" MIN. 3" YIN. 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 D -21 KENTON C. WA .HAMILTON CO NTY SURVEYOR OFFICE OF' THE HAMILTON COUNTY SURVEYOR .. E B R I S 'l�k �J .c`�i '..Ll JR D PROFILE — SIDE Apron V bar No of H-bar Bolt __I 'n" Size Size H -bars Size Dia. m.� Inches Inches Req_d Inches Inches Irches e 18 1/2 _ _ 3 5/8 i:1-►1 0 24 5/8 4 3i4 1/2 7 30 5/8 I 4 3/4 1t2 7 1/2 m 216 31, -- 41- I it2 10 I/2 _ 42 1 . 48 3/4 _�12e. -_ 3/4 _ 4 374 4 1 y 12 -- 60 i� 3/4 5 1 zpipe 314 X14 ' 72 3/4 5 1 zpipe' 3/} -_ 14 _ L_- 84 3/4 1 6 ] zpipe 3i4 ]_ 5 'FOP VIEW i22 1/2 �_- 6/6 1 /2 4 15 1/2 33 5/8 1/2 1 4 1/2 4 18 1/2 I 4 8 1!2 1/2 i 21 1!2 ! 4 5/8 _ 1/2 5 - --- - 3/4 -, »•a �. >u � 24 5/8 4 �- t/2 -� -5 � uazca 15 -� s a+ -t ;..•no,. a, 27 5, _4 3 / 4 1 / 2 112 m 30 5/8 3/4 5 1/2 �_ 4 m 36 3/4 4 1 3/4 1 8 -__ -1 /4 a42 314 _ +rry 48 3/4 5 _- 1 -T 3/4 8 V 3/4 5_ 1 zPipe� 3/4 8 L_ -► - 3!4 5 I�1zplpe 3/4 8 a I 314 8 1 pipe 3/4 0 -� 3!4_ 6 1/ pipe _ 3/4 4 84 .3i4 7 '_TZpipe 37 4 SG� 90 374 7 I1/pi pe 314 74 NOTES 1. BARS & PLATES ARE HOT - ROLLED STEEL. 2. BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE CALVIN'IZED 4. NO REHAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL. BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 JAN 2000. 4j4'^'c,,. STANDARD PLAN APPROVED _ D _ � DATE KEN C. WA/D, HAMILTON COU YVFY OFFICE OF' THE HAMILTON COUNTY SURVEYOR .. E B R I S 'l�k �J .c`�i '..Ll JR D PROFILE — SIDE Apron V bar No of H-bar Bolt __I 'n" Size Size H -bars Size Dia. m.� Inches Inches Req_d Inches Inches Irches e 18 1/2 _ _ 3 5/8 i:1-►1 0 24 5/8 4 3i4 1/2 7 30 5/8 I 4 3/4 1t2 7 1/2 m 216 31, -- 41- I it2 10 I/2 _ 42 1 . 48 3/4 _�12e. -_ 3/4 _ 4 374 4 1 y 12 -- 60 i� 3/4 5 1 zpipe 314 X14 ' 72 3/4 5 1 zpipe' 3/} -_ 14 _ L_- 84 3/4 1 6 ] zpipe 3i4 ]_ 5 'FOP VIEW i22 1/2 �_- 6/6 1 /2 4 15 1/2 33 5/8 1/2 1 4 1/2 4 18 1/2 I 4 8 1!2 1/2 i 21 1!2 ! 4 5/8 _ 1/2 5 - --- - 3/4 -, »•a �. >u � 24 5/8 4 �- t/2 -� -5 � uazca 15 -� s a+ -t ;..•no,. a, 27 5, _4 3 / 4 1 / 2 112 m 30 5/8 3/4 5 1/2 �_ 4 m 36 3/4 4 1 3/4 1 8 -__ -1 /4 a42 314 _ +rry 48 3/4 5 _- 1 -T 3/4 8 V 3/4 5_ 1 zPipe� 3/4 8 L_ -► - 3!4 5 I�1zplpe 3/4 8 a I 314 8 1 pipe 3/4 0 -� 3!4_ 6 1/ pipe _ 3/4 4 84 .3i4 7 '_TZpipe 37 4 SG� 90 374 7 I1/pi pe 314 74 NOTES 1. BARS & PLATES ARE HOT - ROLLED STEEL. 2. BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE CALVIN'IZED 4. NO REHAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL. BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 JAN 2000. 4j4'^'c,,. STANDARD PLAN APPROVED _ D _ � DATE KEN C. WA/D, HAMILTON COU YVFY OFFICE OF HE HAMILTON COUNTY SURVEYOR r NOTE G STEEL FENCE ( "T ") POST EXTENSION TO HE SECURED TO STEEL POST IN 2 LOCATIONS CAP & TAPE TEMPORARY EXTENSION ABOVE GROUND %- - TO BE REMOVED UPON CONNECTION TO r .HOUSE. ALL MEASUREMENTS TO BE MEASURED � FROM BACK OF CURB. z I EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, 1. T IS TO HE TO STEEL POST �i CAPPED BELOW GROUND LEVEL. PROPOSED 1 LATERAL LOCATIONS SHALL HE STAMPED IS�� GRADE ON CURB. (SEE CURB STAMP DETAIL) , v v /� Oo� G IL o +8 WASHED GRAVEL OR CLASS "A" WASHED STONE 0 REDUCING T \ �� REQUIRED MINIMUM SLOPE 0.302 —► -}- ) cal 0 MINIMUM 4" SSD 3 MIN. 12" MIN. 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D •PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVLDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE - REVISED- I JAN 2000 STANDARD PLAN APPPOVED �iJAatoo SSD -1 ii ENTO C. WARD. OFFICE OF THE HAMILTON COUNTY SURVEYOR. LAKE CROSS- SECrl,IONS OPTION_3 EASEMENT 15' MIN. I � 2' FREEBOARD MIN. 10110 POOL 00 YEAR EM £RG F.NCY 5 2' SPILLWAY Al 100 YEAR I ro t0' USE OUTLET OPTION 3 (DRAWING NO" TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 41Ai0U STANDARD PLAN APPROVED OFFICE OF THE HAMILTON COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOW �D _ _HYDRC5EEUED & MULCH OR �- SEED & 5150 BLANKET AS SPECIFIED i 10' SAFETY LEDGE 5_ (MIN.) _ I I � u 5 —ji SODDED AREA � `--- (CROSS- HATCHED) - END SECTION W R.C.P. STORM SEWER _.NORMAL POOL rC 5 M/N TOE PL^ A TE� I' g OPTIONS FOR E`7➢ SECTIONS NOTCH RIP -RAP INTO - METAL- SHC•W'N!REQUIRES. TOE PLATE SLOPE AS SHOWN - PRECAST- REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL -CONCRETE HEADWALL 5'1 ► NORMAL POOL � 9;,OPrE � SLOPE` i * SODDED AREA 0 "(CROSS-- HATCHED C i a • i 1 ( o S(�i 5' R.C.P. STORM SEWER i RIP -RAP RENO MATTRESS � p'���(pl � d �OQQQO a �', it � j// �� %�j• q Cis i l � � i I TOP' VIEW LAKE OUTLET- DETAIL FOR LAKE CROSS- SECTION OPTION 3 (DRAWING NOT TO SCALE: HAMILTON COUNTY SURVEYOR'S OFFICE REVISED f JAN 2000 / STANDARD PLAN APPROVED _ G• �" _ - - -- JA^'00 K E.NTON .WARD, HA M; ,TON COUNTY SURVEYOR DATE D-11 H ILTON COUNTY SURVEYOR DATE _►tN D_8 KENTON C. WARD, AMILTON COUNTY SURVEYOR DATE I ( j ilk i I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC OR BUTYL RUBBER - x SEAL BETWEEN JOINTS ctv� PRECAST CONCRETE ADJUSTER RINGS IF NEEDED f12 INCHES OF RINGS MAXIMUM). 24" DIAMETER .�. • ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE STEPS AS SPECIFIED 5" MINIMUM NOTE: � MANHOLE CONFORMS � TU ASTM 478 io O-RING CASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE: STRUCTURES ARE TO 8E GROUTED FULLY. TROWELED SMOOTH AND BRUSH FINISHED REINFORCED BAR PRECAST BASE •4 0 12" ON CENTER OR 8" OH 8" PER SECTION - .. APPROVED ALTERNATIVE /i_4 MANHOLE BASE SET 3" MINIMUM ON 8" OF •2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALES HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 20D2 +� STANDARD PLAN APPROVED D -2O KENTON C. WAR .HAMILTON COUNT SURVEYOR ATE 1 \\ Z O tz 10000075 -;0- ` STATE OF 4� ` DIANP DATE: 1/31/05 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) f4461 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 GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering OFFICE OF THE HAMILTON COUNTY SURVEYOR 6'STEEL "T" FENCEPOST (far temporary protection; SET FLUSH WIFINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL _ Y I I I I I� � I I —�� I L. • I I I Dv I Ills— llii.lj, CONCRETE BASE � " • v ' tO Y �- ¢ e o0o O WASHED GP,A'C "ct N Z_ ooGR UT O v a � 000 00 00 O QC CAP DIRECTION OF F:CW nno 8" x 6" x 6" TEE -� o0 ovOO o �o o�� °O °po( o�vo, 3., 000�000 Oho - MIN. 24" I SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: i JAN 2000 STANDARD PLAN APPROVED �I�Aaoo KENTO C. WARD HAMILTON COUNTY SURVEYOR DATE SSD-3 M � W o V � O � z [� z (� l O � x 1'�i W Ise (C (��C6 DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \5001 \DWGS \SECB \C806.DWG SHEET NO.: OFFICE OF THE HAMILTON COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOW �D _ _HYDRC5EEUED & MULCH OR �- SEED & 5150 BLANKET AS SPECIFIED i 10' SAFETY LEDGE 5_ (MIN.) _ I I � u 5 —ji SODDED AREA � `--- (CROSS- HATCHED) - END SECTION W R.C.P. STORM SEWER _.NORMAL POOL rC 5 M/N TOE PL^ A TE� I' g OPTIONS FOR E`7➢ SECTIONS NOTCH RIP -RAP INTO - METAL- SHC•W'N!REQUIRES. TOE PLATE SLOPE AS SHOWN - PRECAST- REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL -CONCRETE HEADWALL 5'1 ► NORMAL POOL � 9;,OPrE � SLOPE` i * SODDED AREA 0 "(CROSS-- HATCHED C i a • i 1 ( o S(�i 5' R.C.P. STORM SEWER i RIP -RAP RENO MATTRESS � p'���(pl � d �OQQQO a �', it � j// �� %�j• q Cis i l � � i I TOP' VIEW LAKE OUTLET- DETAIL FOR LAKE CROSS- SECTION OPTION 3 (DRAWING NOT TO SCALE: HAMILTON COUNTY SURVEYOR'S OFFICE REVISED f JAN 2000 / STANDARD PLAN APPROVED _ G• �" _ - - -- JA^'00 K E.NTON .WARD, HA M; ,TON COUNTY SURVEYOR DATE D-11 H ILTON COUNTY SURVEYOR DATE _►tN D_8 KENTON C. WARD, AMILTON COUNTY SURVEYOR DATE I ( j ilk i I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC OR BUTYL RUBBER - x SEAL BETWEEN JOINTS ctv� PRECAST CONCRETE ADJUSTER RINGS IF NEEDED f12 INCHES OF RINGS MAXIMUM). 24" DIAMETER .�. • ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE STEPS AS SPECIFIED 5" MINIMUM NOTE: � MANHOLE CONFORMS � TU ASTM 478 io O-RING CASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE: STRUCTURES ARE TO 8E GROUTED FULLY. TROWELED SMOOTH AND BRUSH FINISHED REINFORCED BAR PRECAST BASE •4 0 12" ON CENTER OR 8" OH 8" PER SECTION - .. APPROVED ALTERNATIVE /i_4 MANHOLE BASE SET 3" MINIMUM ON 8" OF •2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALES HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 20D2 +� STANDARD PLAN APPROVED D -2O KENTON C. WAR .HAMILTON COUNT SURVEYOR ATE 1 \\ Z O tz 10000075 -;0- ` STATE OF 4� ` DIANP DATE: 1/31/05 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) f4461 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 GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering OFFICE OF THE HAMILTON COUNTY SURVEYOR 6'STEEL "T" FENCEPOST (far temporary protection; SET FLUSH WIFINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL _ Y I I I I I� � I I —�� I L. • I I I Dv I Ills— llii.lj, CONCRETE BASE � " • v ' tO Y �- ¢ e o0o O WASHED GP,A'C "ct N Z_ ooGR UT O v a � 000 00 00 O QC CAP DIRECTION OF F:CW nno 8" x 6" x 6" TEE -� o0 ovOO o �o o�� °O °po( o�vo, 3., 000�000 Oho - MIN. 24" I SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: i JAN 2000 STANDARD PLAN APPROVED �I�Aaoo KENTO C. WARD HAMILTON COUNTY SURVEYOR DATE SSD-3 M � W o V � O � z [� z (� l O � x 1'�i W Ise (C (��C6 DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \5001 \DWGS \SECB \C806.DWG SHEET NO.: _►tN D_8 KENTON C. WARD, AMILTON COUNTY SURVEYOR DATE I ( j ilk i I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC OR BUTYL RUBBER - x SEAL BETWEEN JOINTS ctv� PRECAST CONCRETE ADJUSTER RINGS IF NEEDED f12 INCHES OF RINGS MAXIMUM). 24" DIAMETER .�. • ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE STEPS AS SPECIFIED 5" MINIMUM NOTE: � MANHOLE CONFORMS � TU ASTM 478 io O-RING CASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE: STRUCTURES ARE TO 8E GROUTED FULLY. TROWELED SMOOTH AND BRUSH FINISHED REINFORCED BAR PRECAST BASE •4 0 12" ON CENTER OR 8" OH 8" PER SECTION - .. APPROVED ALTERNATIVE /i_4 MANHOLE BASE SET 3" MINIMUM ON 8" OF •2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALES HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 20D2 +� STANDARD PLAN APPROVED D -2O KENTON C. WAR .HAMILTON COUNT SURVEYOR ATE 1 \\ Z O tz 10000075 -;0- ` STATE OF 4� ` DIANP DATE: 1/31/05 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) f4461 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 GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering OFFICE OF THE HAMILTON COUNTY SURVEYOR 6'STEEL "T" FENCEPOST (far temporary protection; SET FLUSH WIFINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL _ Y I I I I I� � I I —�� I L. • I I I Dv I Ills— llii.lj, CONCRETE BASE � " • v ' tO Y �- ¢ e o0o O WASHED GP,A'C "ct N Z_ ooGR UT O v a � 000 00 00 O QC CAP DIRECTION OF F:CW nno 8" x 6" x 6" TEE -� o0 ovOO o �o o�� °O °po( o�vo, 3., 000�000 Oho - MIN. 24" I SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: i JAN 2000 STANDARD PLAN APPROVED �I�Aaoo KENTO C. WARD HAMILTON COUNTY SURVEYOR DATE SSD-3 M � W o V � O � z [� z (� l O � x 1'�i W Ise (C (��C6 DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \5001 \DWGS \SECB \C806.DWG SHEET NO.: I ( j ilk i I I OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC OR BUTYL RUBBER - x SEAL BETWEEN JOINTS ctv� PRECAST CONCRETE ADJUSTER RINGS IF NEEDED f12 INCHES OF RINGS MAXIMUM). 24" DIAMETER .�. • ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE STEPS AS SPECIFIED 5" MINIMUM NOTE: � MANHOLE CONFORMS � TU ASTM 478 io O-RING CASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE: STRUCTURES ARE TO 8E GROUTED FULLY. TROWELED SMOOTH AND BRUSH FINISHED REINFORCED BAR PRECAST BASE •4 0 12" ON CENTER OR 8" OH 8" PER SECTION - .. APPROVED ALTERNATIVE /i_4 MANHOLE BASE SET 3" MINIMUM ON 8" OF •2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALES HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 20D2 +� STANDARD PLAN APPROVED D -2O KENTON C. WAR .HAMILTON COUNT SURVEYOR ATE 1 \\ Z O tz 10000075 -;0- ` STATE OF 4� ` DIANP DATE: 1/31/05 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) f4461 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 GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering OFFICE OF THE HAMILTON COUNTY SURVEYOR 6'STEEL "T" FENCEPOST (far temporary protection; SET FLUSH WIFINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL _ Y I I I I I� � I I —�� I L. • I I I Dv I Ills— llii.lj, CONCRETE BASE � " • v ' tO Y �- ¢ e o0o O WASHED GP,A'C "ct N Z_ ooGR UT O v a � 000 00 00 O QC CAP DIRECTION OF F:CW nno 8" x 6" x 6" TEE -� o0 ovOO o �o o�� °O °po( o�vo, 3., 000�000 Oho - MIN. 24" I SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: i JAN 2000 STANDARD PLAN APPROVED �I�Aaoo KENTO C. WARD HAMILTON COUNTY SURVEYOR DATE SSD-3 M � W o V � O � z [� z (� l O � x 1'�i W Ise (C (��C6 DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \5001 \DWGS \SECB \C806.DWG SHEET NO.: OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC OR BUTYL RUBBER - x SEAL BETWEEN JOINTS ctv� PRECAST CONCRETE ADJUSTER RINGS IF NEEDED f12 INCHES OF RINGS MAXIMUM). 24" DIAMETER .�. • ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE STEPS AS SPECIFIED 5" MINIMUM NOTE: � MANHOLE CONFORMS � TU ASTM 478 io O-RING CASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE: STRUCTURES ARE TO 8E GROUTED FULLY. TROWELED SMOOTH AND BRUSH FINISHED REINFORCED BAR PRECAST BASE •4 0 12" ON CENTER OR 8" OH 8" PER SECTION - .. APPROVED ALTERNATIVE /i_4 MANHOLE BASE SET 3" MINIMUM ON 8" OF •2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALES HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 20D2 +� STANDARD PLAN APPROVED D -2O KENTON C. WAR .HAMILTON COUNT SURVEYOR ATE 1 \\ Z O tz 10000075 -;0- ` STATE OF 4� ` DIANP DATE: 1/31/05 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) f4461 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 GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering OFFICE OF THE HAMILTON COUNTY SURVEYOR 6'STEEL "T" FENCEPOST (far temporary protection; SET FLUSH WIFINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL _ Y I I I I I� � I I —�� I L. • I I I Dv I Ills— llii.lj, CONCRETE BASE � " • v ' tO Y �- ¢ e o0o O WASHED GP,A'C "ct N Z_ ooGR UT O v a � 000 00 00 O QC CAP DIRECTION OF F:CW nno 8" x 6" x 6" TEE -� o0 ovOO o �o o�� °O °po( o�vo, 3., 000�000 Oho - MIN. 24" I SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: i JAN 2000 STANDARD PLAN APPROVED �I�Aaoo KENTO C. WARD HAMILTON COUNTY SURVEYOR DATE SSD-3 M � W o V � O � z [� z (� l O � x 1'�i W Ise (C (��C6 DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \5001 \DWGS \SECB \C806.DWG SHEET NO.: 1 \\ Z O tz 10000075 -;0- ` STATE OF 4� ` DIANP DATE: 1/31/05 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) f4461 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 GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering OFFICE OF THE HAMILTON COUNTY SURVEYOR 6'STEEL "T" FENCEPOST (far temporary protection; SET FLUSH WIFINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL _ Y I I I I I� � I I —�� I L. • I I I Dv I Ills— llii.lj, CONCRETE BASE � " • v ' tO Y �- ¢ e o0o O WASHED GP,A'C "ct N Z_ ooGR UT O v a � 000 00 00 O QC CAP DIRECTION OF F:CW nno 8" x 6" x 6" TEE -� o0 ovOO o �o o�� °O °po( o�vo, 3., 000�000 Oho - MIN. 24" I SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: i JAN 2000 STANDARD PLAN APPROVED �I�Aaoo KENTO C. WARD HAMILTON COUNTY SURVEYOR DATE SSD-3 M � W o V � O � z [� z (� l O � x 1'�i W Ise (C (��C6 DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \5001 \DWGS \SECB \C806.DWG SHEET NO.: 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \5001 \DWGS \SECB \C806.DWG SHEET NO.: