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Home My WebLink About03110012 VOWC Sec. 10003, Construction Plans pg. 23OFFICE OF THE HAMILTON' COUNTY SURVEYOR DEBRIS GUARD NOTE: •.8r STEEL. 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 DISCHARGE MULCH OR BLANKET AS SPECIFIED NOT ALLOWED 10' SAFETY LEDGE Apron V-bar No. of H -bar Bolt "A" Size Size H-bars Size Dia. Dim: WASHED STONE REDUCING T Inches Inches Req'd Inches Inches Inches a 'k -RAP INTO SHOWN MATTRESS 5 1 3 SLOPE W Arch pipe aprons 18 1/2 3 5/8 1/2 5 REVISED 1 JAN 2000 APPROVED: �J 4o 24 5/8 4 3/4 1/2 7 30 6/8 4 3/4 1/2 7 1/2 KENTON WARD; HAMI ON COUNTY SURVEYOR DATE 98 3/4 4 1 1/2 10 1/2 REVISED; 1 FEB 2002 K 42 3/4 4 .1 9/4 11 48 3/4 4 1f� �pipe 3/4 12 54 3/4 4 1 %zPipe 3/4 12 60 3/4 5 11/2pipe 3/4 14 72 3/4 5 •11/2Pipe 3/4 14 84 3/4 8 11/2pipe 3/4 15 TOP VIEW soar a m o• nos s y� ca 17$10s••n••I Wig MI 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 5' IO 24 5/8 4 3/4 1/2 6 27 5/8 4 9/4 1/2 5 1/2 30 5/8 4 3/4 1/2 5 1/2 III f'' 3/4 4 1 3/4 8 42 3/4 4 1 3/4 48 3/4 5 1 3/4 8 54 3/4 5 ]t /zPipe 3/4 8 no 60 3/4 6 "pipe 3/4 8 88 3/4 8 1� '2pipe .3/4 8 NOME '1111 72 3/4 8 11/2Pipe 3/4 9 84 3/4 7 11/2pipe 3/4 10 90 3/4 7 11/2pipe 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 SURVEYOR'S .OFFICE APPROVED: d CM REVISED: 1 JAN 2000 STANDARD PLAN D-12 KEN C. WA HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON :COUNTY :SURVEYOR -T_ NOTE: •.8r STEEL. 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 DISCHARGE MULCH OR BLANKET AS SPECIFIED NOT ALLOWED 10' SAFETY LEDGE HOUSE. EXTENSION SECURED TO STEEL POST 18.E ALL MEASUREMENTS 'TO BE MEASURED 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) p I Q j fire_hgz..• ;b %L.. •8 WASHED GRAVEL OR CLASS A" 130 i •c A" ri: WASHED STONE REDUCING T x k +x A. �;e.• t m t t •..•.t yl.�y;�.�!t �t -tits OPTIONS FOR -METAL: -PRECAST: CONCRETE -CONCRETE END SHOWN/REQUIRES REQUIRES SLOPEWALL HEADWALL Q REQUIRED MINIMUM SLOPE 0.30% -110 J.L a 'k -RAP INTO SHOWN MATTRESS 5 1 3 SLOPE Owl RN MINIMUM 4" 35D MIN. •.TYPICAL SS LATERAL TO INDIVIDUAL LOTS ALONG 12" MIN, 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D PIPE DIAMETER .STREETS (DRAWING' NOT TO SCALE) HAMILTON 'COUNTY :SURVEYOR'S OFFICE:* OPTION (DRAWING REVISED 1 JAN 2000 APPROVED: �J 4o STANDARD PLAN KENTO C. WARD, H ILTON COUNTY SURVEYOR DATE SSD-1 OFFICE OF THE HAMILTON COUNTY SURVEYOR HYDROSEEDED UNDERWATER S150 DISCHARGE MULCH OR BLANKET AS SPECIFIED NOT ALLOWED 10' SAFETY LEDGE pry W A g 1 SEED 4 3' (MIN.) EMERGE SPILLWAY AT 100 YEAR USE OUTLET SODDED AREA (CROSS-HATCHED) POOL ~a- 3 (DRAWING NOT TO SCALE) END SECTION NORMAL REVISED: R.C.P. STORM SEWER OPTIONS FOR -METAL: -PRECAST: CONCRETE -CONCRETE END SHOWN/REQUIRES REQUIRES SLOPEWALL HEADWALL T OE SECTIONS: TOE PLATE ANCHOR 1 P 8 LATE .r• R ...244,11101,-.,, 8r. NOTCH RIP SLOPE AS USE RENO 'k -RAP INTO SHOWN MATTRESS 5 1 1 i 1 C7t x v i C51 SLOPE 31 TO 27 NORMAL POOL x STANDARD PLAN D -20 V SODDEDAREA OSS +HATCHED 7 t pr SLOPE OPTION (DRAWING O 1 i �•�T•'I 0 .x s e `Q 38 X 38 R.C.P. STORM SLOPE 3• NOT TO SCALE) c �i VIEW DETAIL TOP LAKE .OUTLET FOR LAKE CROSS-SECTION* HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 JAN 2000 NO APPROVED: •414•••0O STANDARD PLAN D-1.1 KENTON WARD; HAMI ON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS- SECTIONS OPTION 3 NORMAL POOL .1 8' STEEL FENCEPOST (for temporary protection) SET FLUSH W /FINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL EASEMENT 15' MIN. 1 2' FREE OARD MIN. 100 YEAR y tl e a o EMERGE SPILLWAY AT 100 YEAR USE OUTLET STEPS AS SPECIFIED. m 0-RING GASKET NON- ASPHALTIC MASTIE OR 2' 1 3 OPTION 10' 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURV :EYO.R'S OFFICE 011 0. #60) 0 di °S.* P REVISED: 1 JAN '2000 STRUCTURES GROUTED r SMOOTH o'.•'�s {'t *ENFORCED 1 1 A 10. APPROVED: 4+ H�k STANDARD PLAN D-8 KENTON C. WARD, MILTON •COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNT SURVEYOR' ASTING FRAME AND COVER AS SPECIFIED "T" .1 8' STEEL FENCEPOST (for temporary protection) SET FLUSH W /FINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL frIffifflul X NI lc i cg �y CONCRETE BASE x 7R PI a. v a e O s i O e e a o 1- III= -L.1,— STEPS AS SPECIFIED. m 0-RING GASKET NON- ASPHALTIC MASTIE OR k j k V WASHED GRAVEL 4 CAP ,s I; 8" x 8" x 8" TEE O DIRECTION OF FLOW YES 12 TO 21 011 0. #60) 0 di °S.* P 3 MIN. 24" STRUCTURES GROUTED r SMOOTH o'.•'�s {'t *ENFORCED SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR' URVEYOR'S OFFICE 8" OR 8" PER SECTION REVISED: 1 JAN 2000 STANDARD MANHOLE FOR PIPE SIZES 12" THRU (DRAWING APPROVED: '4ArWcan STANDARD PLAN SSD-3 KENTO C. WARD AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEY ASTING FRAME AND COVER AS SPECIFIED RINGS IF MAXIMUM). OR REDUCER BY SITE T NG RI NG TO PROFILE. NON -ASPHALTIC MASTIC OR BUTYL RUBBER +1' PRECAST CONCRETE ADJUSTER NEEDED (12 INCHES OF RINGS rs c? ;;i ECCENTRIC CONE `i' CAP AS REQUIRED CONDI ?EONS. COO �I MATCH ADJUSTI L--- SEAL BETWEEN JOINTS. U12::, h is 24" DIAMETER J,p FULL HEIGHT MANHOL d ..3 E H 6" MINIMUM •r ‘i..; NOTE: STEPS AS SPECIFIED. m 0-RING GASKET NON- ASPHALTIC MASTIE OR MANHOLE TO A� g 48" DIAM CONFORMS ASTM 478 8E PRECAST TO MAXIMUM •8" WITH CEMENT GROUT. ARE TO BE FULLY. TROWELED AND BRUSH FINISHED. BAR ALTERNATIVE BASE SET OF N2 STONE 24" NOT TO SCALE) BUTYL RUBBER SEAL AT JOINTS. E YES 12 TO 21 4 {r PREFORMED HOLE BENCH WALLS AT MINIMUM W PER FOOT SLOPE. BENCH ALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. •r •F PIPE O.D. NON-SHRINK a: EOTE: STRUCTURES GROUTED r SMOOTH o'.•'�s {'t *ENFORCED PRECAST SASE :o •r'r:•:le ?•:'r ;i, r APPROVED r ∎'t•'• ;!I MANHOLE ;;3i;;:r j: -.t:1. r ON 8" 8" OR 8" PER SECTION 3" MINIMUM ;';'.7 ;:!i•'; STANDARD MANHOLE FOR PIPE SIZES 12" THRU (DRAWING HAMILTON COUNTY SURVEYOR'S OFFICE YES REVISED: 1 FEB 2002 31 TO 27 24 X 38. OR 38 X 38 STANDARD PLAN D -20 APPROVED: KENTON C., WAR AMILTON COUNT SURVEYOR AT8 it ;CE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE SIZE STRUCTURES LESS THAN 48" FROM T/C TO INVERT (INCHES) STRUCTURES GREATER THAN 48" FROM T/C TO INVERT ANGLE AND QUALITY OF PIPES WILL REQUIRE SPECIAL DESIGN STEPS REQUIRED CURB CASTING •R -3601N CASTING .3601 TL A TR 12 TO 18 24 X 24 DESIGN APPROVAL NO TES YES 12 TO 21 30 X 30 DESIGN APPROVAL NO YES YES 18 TO 21 WITH LESS THAN MH /BOX DESIGN APPROVAL YES YES YES 31 TO 27 24 X 38. OR 38 X 38 DESIGN APPROVAL NO NO YES 12 TO 24 38 X 38 DESIGN APPROVAL NO YES YES 24 OR LARGER DESIGN APPROVAL DESIGN APPROVAL NO NO YES 24 OR LARGER HAMILTON COUNTY SURVEYOR'S OFFICE MH /BOX DESIGN APPROVAL YES.. YES 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 REVISED: 1 FEB 2002 APPROVED: Z. APPROVED STANDARD PLAN D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR E OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND COVER AS SPECIFIED FOR PIPE Iwo PRECAST (12 NON-AS BALTIC r MASTIC OR BUTYL RUBBER EXISTING GRADE 1 dII IIII .1'7 ir--1 V/ NON-ASPHALTIC MASTIC 05 R BUTYL RUBBER SEAL BETW JOINTS �i I— I I •1!I 1=1 I I I I I 1=1 I I a~ PROPOSED GRADE I I' 1 I 1 1 I I 111 11 I I 1 1 [r =mot 1 1 TO ALLOW FOR UNDERCUT SHAL F UTURE BY E r 0.2' I I IIFt I1 IPI I1 I I III SILTING I 1 =1 11 1 I III III 1 I 1 11 III I I I� 1 I 1 1 I 1 I I ix SLOPE UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN EXISTING GRADE TURNS UP TO 46 DEG 72" 42" -48" UP TO 45 DEG 18" 80" 33 -38" I I I I :III I II I I f i-�1- --1 80" 1 GREATER THAN 45 TO 90 DEG PROPOSED GRDE UNDRCUT SWALE BY 1 1 1 TO ALLOW FOR FUTURE tr I I I I I I I III III III I I I r MANHOLE CONFORMS TO -NO BRICK OR BLOCK WILL BE ALLOWED 131 MANHOLE -0 -RING GASKET. NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PREFORMED HOLE TO MAXIMUM III .2 I I I 1 III III OQ SILTING'I 4 M 111 I1 1II III f o 6 a II O 8 GRAVEL" oo 0 0 xx iv A PERFORATED SUBSURFACE DRAIN (SSD) PIPE WITH MINIMUM 0.5X GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES (6" MINIMUM) AND INVERT ELEVATIONS. DETAIL (DRAWING NOT TO SCALE) 3 TYPICAL SWALE HAMILTON COUNTY SURVEYOR'S OFFICE 0` ALL S TO 8s SLOPE. TO SPRING LINE OF PIPE. REVISED: 1 FEB 2002 rArAr4r##JA MIN. APPROVED: i STANDARD PLAN D -16 KENTON C. WARD CO TY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND COVER AS SPECIFIED FOR PIPE Iwo PRECAST (12 NON-AS BALTIC r MASTIC OR BUTYL RUBBER 24" SIZES 24 THRU 66" CONCRETE O J RINGS MAXIMUM [UM). STANDARD PRECAST MANHOLE CAP OR CONE SEAL JOINTSS 5" MINIMUM 4' DIAMETER O 5" MINIMUM SHEET NO.: C 0) 05 V/ NON-ASPHALTIC MASTIC 05 R BUTYL RUBBER SEAL BETW JOINTS �i 4 MANHOLE PIPE PIPE TURNS DIA. DIA. 98 F" 48 GREATER THAN 46 TO 90 DEG 54"-88" UP TO DEG GREATER 90 DEG 84" 48" TURNS UP TO 46 DEG 72" 42" -48" UP TO 45 DEG 18" 80" 33 -38" STRAIGHT THRU 9 ?YP[CAL i 80" 24 -33" GREATER THAN 45 TO 90 DEG Y STEPS H AS SPECIFIED a CONCRETE REDUCER CAP MANHOLE CONFORMS TO -NO BRICK OR BLOCK WILL BE ALLOWED 131 MANHOLE -0 -RING GASKET. NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PREFORMED HOLE TO MAXIMUM "F" DIA. 1' MIN. OVER HIGHEST PIPE OF SHRIN[•CEMSNTHC50UT UCH WALLS AT MINIMUM 0` ALL S TO 8s SLOPE. TO SPRING LINE OF PIPE. 3" MIN.':..'•:. rArAr4r##JA MIN. 3" MIN. 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 APPROVED: Z. STANDARD PLAN D-21 KENTON C.W ,HAMILTON CO NTY SURVEYOR T E I I 1 BRENWICK DEVELOPMENT CO. CARMEL, INDIANA DRAWN BY: DCC CHECKED BY: rti N] ..No DRAWING FILES: N: \1238 \1003 \DWGS \C805- C806.DWG SHEET NO.: C 0) 05 DATE: 10/31/03 PROJECT NO.: 1238.1003 DRAWN BY: DCC CHECKED BY: SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \1003 \DWGS \C805- C806.DWG SHEET NO.: C 0) 05 E 44s...4 DATE: 11/12/03 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. (2003) t• 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