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Home My WebLink AboutC803 Storm Sewer Details-Layout1:08:48 AM, KGilson S: \55960PUL -S1 \DWG \C803 Storm Sewer Details.dwg, 9/5/2012 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 2 H v ili.. END EASEMENT 15' MIN. 14 1 100 YEAR 2' FREEBOARD MIN. ♦ VARIES EMERGENCY 4 - NORMAL POOL SPILLWAY 2'MA%. ' I • AT 100 YEAR N 10' MIN. LAKE 2 11 I • (CROSS HATCHED) END SECTION NORMAL POOL NOT TO SCALE/ LAKE 1 6 USE OUTLET OPTION 2 (DRAWING HAMILTON COUNTY SURVEYOR'S OFFICE SRE U EOA DETAIL 14 REVISED, 1 JAN 2000 %SIC) MASHED GRAVEL K f`.••+ -_TA STANDARD PLAN D -7 APPROVED: 4.14400 KENT G WARD. MILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOWED HYDROSEEDED & MULCH OR H v ili.. END SEED & SI50 tlllll BLANKET AS SPECIFIED 5'NINJ 10 SAFETY LEDGE J l i ) II - 3' (MIN SODDED AREA ' I I I RC P ST OR G •j �® SEWER I • (CROSS HATCHED) END SECTION NORMAL POOL PRECAST END SECTION REONR ES ANCHOR I -� III CONCRETE BASE 2'N)ABIX SRE U EOA DETAIL 14 ��. -.0...n-6!..5 %SIC) MASHED GRAVEL K f`.••+ -_TA � NOTCH RIP-RAP INTO SLOPE AS SHOWN OR USE RENO MATTRESS OPTIONS FOR ENO SECTIONS -METAL'. REQUIRES TOE PLATE PRECAST SHOWN -CONCRETE SI.OPEW ALL GAB CONCRETE HEADWALL BLANKET 4- SLOPE ON RIP (R RENO M RAP TTR F.S9 4 5 5. 'A RCP STORM :-- M IN, SODDED AREA (CROSS HATCHED) = p STESL NUTS 4 WASHERS ��:1. • • • 1 .�s: -� _L ^ OPE 4 F e• ; / F•; F 4 • 1 •' - - a0. . -• j ST 8 Nor. •Uessi TOP VIEW LAKE OUTLET FOR LAKE CROSS- DETAIL SECTION OPTION 2 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 11 1 REVISED'. I JAN 2000 APPROVED: - 44A.•oo APPROVED 6 4.14400 ;x . WIDTH CF END SECTION STANDARD PLAN D -10 TE KENTON C. D. HAMILTOaaW'COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CONCRETE H v ili.. END SECTIONS 6' STEEL EENCEPOST (for temporary protection/ W /FINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL GRATE INLET (NO INLET PIPE) J l i ) II - SIDE PROFILE NON-ASPHALTIC OR GYLITC OR / BUTYL RUBBER ' TOP VIEW I I I I -1 STEEL ALL THRONG 1- LONG .z' MIN, DIAMETER 5" MINIMUM 74 A n. _ co so re u -� III CONCRETE BASE i_ -III ;� A 41 m a MANHOLE ]��i•Tr.,; s rirSPPRS Z i•�V 6 .io-�. of Fe • U %SIC) MASHED GRAVEL K f`.••+ STEEL NUTS e WASHERS V w • • S:.DIRECTION • CAP 0 e" e TEE •n OF FLOW H -• 5. Po000CP�6YbCQ( :-- M IN, GREATER THAN 45 TO 90 ➢861 END PROFILE 1 I' ) 1 'lib k24 SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S ..TEFL LL 84 42" 11 1 %D APPROVED: - 44A.•oo STANDARD PLAN SSD-3 ;x . WIDTH CF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT Ei'. 2" END SECTION - 2 ALLTNREAD 24" END SECTION - 1 ALLTHREAD DRAMINC NOT re SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE az ^ -43" REVISED: I JAN 2000 APPROVED- 4Jnrs0o STANDARD PLAN 0 -'J APPROVED: S EEF C. Pt AHD. 1. .0 COCFTY :.EiE"0R DATE OFFICE OF THE HAMILTON COUNTY • SURVEYOR CASTING FRAME STANDARD MANHOLE AND AS "T" SET FLUSH 6' STEEL EENCEPOST (for temporary protection/ W /FINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL GRATE INLET (NO INLET PIPE) J l i ) II - S, NON-ASPHALTIC OR GYLITC OR / BUTYL RUBBER ' I -III E_--I ��II ��I -1�1 T I I I I -1 I 5" MINIMUM 74 A n. _ co so re u -� III CONCRETE BASE i_ -III ;� A 41 m a MANHOLE ]��i•Tr.,; s rirSPPRS Z i•�V 6 .io-�. of Fe • U %SIC) MASHED GRAVEL K f`.••+ .UTt • /V,GR•UT •i' I•'W V w • • S:.DIRECTION • CAP 0 e" e TEE •n OF FLOW x x 5. Po000CP�6YbCQ( :-- M IN, GREATER THAN 45 TO 90 ➢861 1702 k24 SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 84 42" REVISED- JAN 2000 -J1�- APPROVED: - 44A.•oo STANDARD PLAN SSD-3 LENTO C. WARD AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND AS PECCOVER 3u _ PROPOSED CEAOE < FOR PIPE SIZES 24" THRU 66" GRATE INLET (NO INLET PIPE) PRECAST CONCRETE ADJUSTER RINGS IF NEBOE➢ U2 INCHES OF RINGS MAXIMUM). S, NON-ASPHALTIC OR GYLITC OR / BUTYL RUBBER ME y /ry /�!�!8/,SBnp /, p[ALET➢R '/� /e� STANDARD PRECAST MANHOLE CAP OR CONE 5" MINIMUM SEAL EETWSEN x/� IOINTS Its \\ / \/� 5" MINIMUM 74 r , \// / //\ PXOPO S.aD Ca R r / \)\B "TPSOIL rl'1 \j_- i, . \1- -71 rte fir'41 \� MANHOLE PIPE PIPE TURNS I • 3 REQUIRED J 0.55 15.6 10.16 NON -A SPHALtIC MASTIC OR BUTYL (C MASTIC SEAL BETWEEN JOINTS 96" 40" GREATER THAN 45 TO 90 ➢861 1702 • BB" 54"08' UP 70 80 DEG 84 42" GREATER THAN 45 TO 90 DEG) -J1�- D - PIPE DIAMETER 0" SPB SURFACE CRAIN YARD - RARING NOT TO SALE' TURNS VP TO 45 DEG HAMILTON COUNTY SURVEYOR'S OFFICE Tz^ az ^ -43" IJP TO 45 DEG APPROVED- 80 24 "-SB" STRAIGHT R e PA • y jl Silk 80" 24 " -30" 45 10 90 DEG GREATBS THAN 15 R PULL RE[GHT MANHOLE STEPS AS SPECIFIED CONCRETE REDUCER CAP 4.G1 6.50 1.90 7.96 2426 4.82 -MANHOLE C ONPORLS TO �.. 750 HS72 Y/i AETA M -ND BRICK OR BLOCK Be ALLOWED -0-RING GASH T. NON- ASPHALTIC MAS TIC BUTYL RUBBER SEAL BETWEEN JOINTS LL WILL MANHOLE O R 1' MIN. OVER HIGHEST PIPE 15.55 .4 �., 2.06 PREFORMED BOLE TO MAXIMUM 2788 5,59 110 '� :, • / • • OF PIPE OR. -0" WITH NON-SHRINK CEMENT GROUT STENCH WALLS AT MINIMUM WALLS TO FOOT SLOPE. BE CONSTRUCTED TO SPRING LIMB OF PIPE. 3 MIN. Up ....::. - 5.60 158.6 18.85 - B . A IM. �•/ %� //// X/i Y/e 'LLf ONE COMPLETE UNIT OF PRECAST CONCRETE :DRAWING NOT TO SCALEI MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE / REVISED; 1 FEE 2002 1050 APPROVED: - z' /t? STANDARD PLAN D -21 K ENTON C. .MILTON CO. NTY SURVEYOR HA OFFICE OF THE HAMILTON COUNTY SURVEYOR VSIIS RATED TREATMENT CAPACITY IS SHOWN IN THE TABLE BELOW, OR PER LOCAL REGULATIONS, MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY VARIES. CONTACT YOUR CONTECH REPRESENTATIVE FOR ADITIONAL INFORMATION. TI IE STANDARD SOLID COVER CONFIGURATION IS SI )OWN. ALTERNATE CONFIGURATIONS ARE AVAILADLE AND ARE LISTED BELOW. NOTE: STEEL FENCE C.'t P057 TILE SHd L: RE IMI'M.E NAIL, SMCOTN WALI., PERFORATED PLAS C PIPE EXTENSION TO BE SECURED TO STEEL POST CAP & TAPE IN 2 LOCATIONS. _ PROPOSED CEAOE Typical Distance Rim to[ vcrt B GRATE INLET (NO INLET PIPE) TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. S, EXTENSION t�E% TENSION SYURED CAPPED BELOW F TO STEEL POET or L2 v =' cc coo C NOT V E, . IT IS TO BE GROUND I .E.V 3 2' MINIMUM Jm0 j. -' °o Its \\ / \/� m , \// / //\ PXOPO S.aD Ca R mm \)\B "TPSOIL rl'1 \j_- i, . \1- -71 rte fir'41 \� I ' \:r l` �( -- ) i) r Sri Agri ` 4A. REDUCING' 7 •' ( •. 1 I •R WASHED GRAVEL OR CLASS "R' WASHED STONE 3 REQUIRED J 0.55 15.6 10.16 "0 MINIMUM SLOPE 0. / -*. 1.24 5,58 1702 • row 18 GIFIMNM 4" SSD is MIN. MIN. rt 1d' NIY. -J1�- D - PIPE DIAMETER 0" SPB SURFACE CRAIN YARD - RARING NOT TO SALE' Ifl MAX. MINIMUM TYPICAL SSD LATERAL TO INDIVIDUAL LOTS IN REAR HAMILTON COUNTY SURVEYOR'S OFFICE 1,83 REVISED '- '- JAY 2000 2057 APPROVED- STANDARD PLAN SSD_2 KEFTON C. WARD. GARILTON COUNTY SUEVEYON DATE ik NOTE TO CONTRACTOR: THE CITY OF CARMEL REQUIRES DOUBLE WALL HANCOR HI -Q SSD PIPE OR EQUAL TO BE USED. "C 25 PRECAST REINFORCED CONCRETE LINTEL (SPECIAL STR. ONLY) 27" CONC. LINTEL L J 27" DOUBLE ROLL CURB INLET STRUCTURAL DETAIL NOT -TO -SCALE 6 " -8" RIP -RAP HANE LAID OVER GFIOTEXTILE FABRIC RIP -RAP DETAIL NOT -TO -SCALE 0 REVISED PER COMMENTS 0 LA N LA m r 0 ..5.,` STOEPPF�" y ''. ... • 'G STE F No. 19358 y t \ STATE OF '" `S'S /ONAL EN o mu 0 = 0 0z 0 w 0 w Q Q I LA <> ¢> Z LJ If- - LA o z N Q O N z °0¢ I- co CC ¢z O LJ D 1n a TH 0 LJ Z IJnr D->0 _ 1 LU tt d 0€O = Eraj CERTIFIED: 7/20/12 BMP STRUCTURE 402 - HS72 417 - HS48 426 - HS48 SOLID COVER OR GRATE INLET CONTRACTOR TO GROUT TO FINISHEDGRADE INLET PIPE (Era" MAX) DARD OFT NLS'ONG\VSXS -rB O S 9 K PLAN VIEW B -B CONTRACTOR TO PROVIDE GRADE RINGS/RISERS B OUT ET PIPE (90(X- MAX) A SECTION A -A VortSentry: VORTSENTRY HS DESIGN NOTES VSIIS RATED TREATMENT CAPACITY IS SHOWN IN THE TABLE BELOW, OR PER LOCAL REGULATIONS, MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY VARIES. CONTACT YOUR CONTECH REPRESENTATIVE FOR ADITIONAL INFORMATION. TI IE STANDARD SOLID COVER CONFIGURATION IS SI )OWN. ALTERNATE CONFIGURATIONS ARE AVAILADLE AND ARE LISTED BELOW. Total Treatment Flow Rate CONFIGURATION OPTION DESCRIPTION Typical Distance Rim to[ vcrt B GRATE INLET (NO INLET PIPE) Approximate Minimum D'R e Rim to invert GRATE INLET WITH INLET PIPE VortSeniry Model Manho e Diameter 60) Total Treatment Flow Rate Typical Total Distance Rim to Du49He Bolton A Typical Distance Rim to[ vcrt B Typical Depth Below Invert Onside) C Approximate Minimum D'R e Rim to invert Maxlmurn Pipe Diameter pD (ID) RETURN PERIOD OF PEAK LOW (YRS) mm cis Its W m R m R mm L m In mm HS36 3 900 0.55 15.6 10.16 110 MOB 1.24 5,58 1702 3.00 0.91 18 450 HS48 4 1200 1.20 34.0 13.25 404 G.00 1,83 6.75 2057 4,00 1,22 24 600 1-1960 5 1500 2.20 82,3 15.13 4.G1 6.50 1.90 7.96 2426 4.82 1.47 30 750 HS72 G 1800 3.70 104.8 15.55 5.05 6.75 2.06 9.15 2788 5,59 110 36 900 HS84 7 2100 5.60 158.6 18.85 5.75 7.75 2.36 10.35 3156 5.00 1.52 42 1050 HSS6 8 2400 6.10 229.4 2087 0.36 0.50 2.59 11.54 3518 6.91 2.11 48 1200 FRAME AND COVER (DIAMETER VARIES) N.T.S. FRAME AND GRATE (24" SQUARE) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE 10 WATER QUALITY FLOW RATE (CPS) PEAT( FLOW RATE (CPS) RETURN PERIOD OF PEAK LOW (YRS) PIPE DATA: LE. MATERIAL DIAMETER INLET PIPET ' OUTLET PIPE RIM ELEVATION 1 ANTI - FLOTATION BAI.IAST WIDTH HEIGHT I NOTES /SPECIAL REQUIREMENTS: - PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY, 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT. PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. twwcontechcp.wm 4. VORTSENTRY 115 WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET PASHTO 14520 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING. ASSUMING GROUNDWATER ELEVATION AT, OR BELOW. TILE OUTLET PIPE INVERT ELEVATION ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. INSTALLATION NOTES 1- ANY SIB -BASE, BACKFILL OEPTII, AND/OR ANTI - FLOTATION PROVISIONS ARE SITESPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED 13Y ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AM) REACH CAPACITY TO LIFT AND SET THE VORTSENTRY H5 MANHOLE STRUCTURE (LIFT) G CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE, 4. CONTRACTOR 70 PROVIDE. INSTAL)_ AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASUR 5 TO ASSURE UNIT IS WATER TIGHT. HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. rwrIVIn CONSTRUCTION PRODUCTS INC. vorwacortlech-cpl.com 9025 Centre Pointe Dl'.. Suit 400, Wes:Cheater OH 45069 80043R-1122 513-MS-7000 5l3-845-7940 FAX VORTSENTRY HS STANDARD DETAIL W W i W 0 ALWAYS ON 4s 00 0- 00 en ir e 0' un 1/ / J a W 0 0 HAMILTON COUNTY, INDIANA CLAY TOWNSHIP DRAWN BY: RG CHECKED BE, BAH SHEE NO. C803 & A JOB NO. 55960PUL