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Home My WebLink About08120012 Carmel Executive Suites (117th & College) Large Plan Pg 10DANDY SPECIFICATIONS NOTE: THE DANDY BAG® WILL BE WOVEN MONOFILAMENT FABRIC THAT MEETS HI -FLOW DANDY BAG® (SAFETY ORANGE) BAG® MANUFACTURED IN THE U.S.A. FROM A OR EXCEEDS THE FOLLOWING SPECIFICATIONS: INLET STUB DIA. DUTLFT STUB DN Mechanical Properties Test Method Units MARV D Grab Tensile Strength ASTM D 4632 kN (Ibs) 1.62 (365) X 0.89 (200) Grab Tensile Elongation ASTM D 4632 24 X 10 DX Puncture Strength ASTM D 4833 kN (Ibs) 0.40 (90) 13.0 Mullen Burst Strength ASTM D 3786 kPa (psi) 3097 (450) 42 Trapezoid Tear Strength ASTM D 4533 kN (Ibs) 0.51 (115) X 0.33 (75) UV Resistence ASTM D 4355 90 .1r Apparent Opening Size ASTM D 4751 Mm (US Std Sieve) 0.425 (40) w Flow Rate ASTM D 4491 1 /min /m (gal /min /ft') 5907 (145) 4.24" Permittivity ASTM D 4491 Sec' 2.1 "O 1. X+4 *Note: All Dandy Bags® can be ordered with our optional oil absorbent pillows 92 AIOGEL MAIN PIPE 1JA. INLET STUB DIA. DUTLFT STUB DN ORIFICE D1A, A 8 O: D 362011MCIAXX 3a' 10. 10" 7.82° 13.9" 26° 24' 24" DX 3,5 10' 10 13.0 2r 24" 24' 422OWQ XX 42 12" 12" 8.113` 18.1" 30" 30' 26' S3 42 w .1r w r'o l ate w 4820VIC An 45" 112 12" 4.24" 36' 38" 34' i "O 1. X+4 4 92 i1, r 153 r 1 6.1" R{Qb p 5 WP'Ki a 80#20MIgN1?L 60' 15` 15" 10,108' 1 8.9' 415' 48 43" Ira 1r 1 r r 7.1* 1 :e 4r" a AS MODEL MAIN PIPE DIA. SIEVE SIZE PARTICLE SIZE (CM) TREATED FLOW RATE (CFS) INLET 0 OUTLET 0 ORIFICE ELEVATION CHANGE* 3620WQA18 36" 140 0.0106 1.5 10" 10" 7.82" 11.9" U, 0 0 WEN TOP S TUB MERT TO TQF cRAKKR meERT c wT IN REIMING PLATTE Wi INLET `T.` taw s I 1 ALL INFPERMONS ARE NOVA. ALL MIND DAN4WC1I t E WILL A MAW 'weal ®PU SET T DENT MAWR ECL WADER -T w NIFE siva per'. biELD sTANn PST T i Of PIPE CHAMBER AND ATTA€ I Eliw a -T FEi E: Pi ATE TU R UCU PLAT SEE L'.:TAft. SAW Tali WEIR PLATE E :Emu Mar Wit; ocans S$.6' a FILL DIM IT PPE) ADVANCED DRAW4aGE SYSTEMS. INC. "ADS1 HAS PREPARED THIS DETAIL BASED ON INFORMAI)ON PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT. NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIDILTY TO ENSURE THE DETNIS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL„ STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS P'ROIADED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. XX DENOTES A BY -PASS SIZE OF 15'. 15; 24 3O)", 36 42 42r, OR 40 XX -00 DENOTES UNITS W /OUT A BY PASS, UINRS' IV/OUT A BY PASS 00 NOT How ORIFICE HOLES ON THE OUTLET. THE OUTLET PIPE 0 WILL MATCH THE INLET PIPE 0. NATEH EL LET SPA INVERT W MIME VENT MIT LET SWIM 0 ASDNED PTMN CH ®®1 D UT 1 DWVENT MU PLATE V/ LVITME AO UALET ATL® NWE aN E TED L.4EIR PLATE 'EEO TK:. DRAPING NUMBER( STD -501 REDUCING PLATE SAV MUM NEIPE V ATE IN =INERT MAUER OPE INVERTED PLATE FOR cm, CNNWDER w -12 STAND PIPE WELDED STIFFENER PLATE DISPERSION BAFFLE DETAIL (TOP VIEW STANDARD #0-FT STORM TATER QUALITY UNIT 4640 TRLJEMAN BLVD HILLIARD. OHIO 430E6 30/86/06 OF TYPE D -20 MANHOLE STR 102 TC 845.86 INV 840.10 INLET SIDE TYPE D -20 MANHOLE STR 102 TC 845.86 SWEEP 90' BEND REQUIRES SERIES 35 GASKET INV 840.10 INV 839.15 INV 837.00 INV 840.0 18" RCP BYPASS PIPE 24" INSPECTION RISER (TYP) RCP BYPASS PIPE (FIELD EXTEND AS REQUIRED) TC 845.80 7 TC 846.00 ADS HDPE WATER QUALITY UNIT 3620WQ(A)18 J JJ FLOW '111i� r I'1iltul' ale Al■ u111 111 PLAN VIEW 20' PROFILE VIEW 24" HDPE ACCESS RISERS XX DENOTES A BY -PASS SIZE OF 12 15 18 24 30 36 42 48 OR 60" XX =00 DENOTES UNITS W /OUT A BY -PASS. UNITS W /OUT A BY -PASS DO NOT HAVE ORIFICE HOLES ON THE OUTLET. THE OUTLET PIPE 0 WILL MATCH THE INLET PIPE 0. ELEVATION CHANGE FOR UNITS WITHOUT A BY -PASS IS 2" ADS. INC, HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. HANCOR HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS HANCOR INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. INV 838.95 raj I I IL I REV REV. DRAWING NUMBER: TYPE D -20 MANHOLE STR 101 TC 845.00 INV 837.00 TYPE D -20 MANHOLE STR 101 TC 845.00 OUTLET ORIFICE 100 INV 839.00 NOTES: EX. 18" RCP SOIL TIGHT OR WATER TIGHT COUPLER (TYP) OUTLET SIDE INV 838.85 INV 838.95 1. REFERENCE INSTALLATION GUIDE 2.01 FOR ADDITIONAL INFORMATION 2. ELEVATION CHANGE DENOTES THE ELEVATION DROP FROM INVERT OF BY -PASS AT INLET TO INVERT OF BY -PASS AT OUTLET. 3. SOLID LIDS FOR 24" RISERS ARE PROVIDED BY MANUFACTURE. DESCRIPTION PROJECT LOCATION DESCRIPTION BY REVDATE CHK'D BY MM /DD /YY CHK'D CKS D"Th 1/21/08 O,D NTS MKT N DANIEL MASSEY (C) 765 969 -0998 (P) 765 525 -6618 (F) 206 888 -6285 EMAIL: DMASSEY @HANCOR.COM 3:1 CONTACT HANCOR REPRESENTATIVE WITH QUESTIONS CONCERNING INSTALLATION AND MAINTENANCE. NOTE: ROOF DRAINS DISCHARGE O GROUND) SURFACE, STORM WATER POLLUTION PREVENTION PLAN CROSS SECT ON OF INFILTRATION TRENCH DETAIL N.T.S. N TS #53 STONE NTS PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16- 09- 35- 00- 01- 035.002 DOCKET NO: 08120012 ADLS LINE WITH GEOTEXTILE WOVEN FABRIC UNDER 6 MILL POLY LINER 36* TOP 845.35 G RASS ILOH FILLED 1.5" 2.5"0 CLEAN STONE /MIN. BOTTOM ELEVATION 842.50 I..... i•••••• I.••••• U•••••• U.••••• I.....■ T Z c0 NON -WOVEN GEOTEXTILE (4 oz) 6 "EXCAVATED KEYWAY "6" MULCH BOTTOM OVER GEOTEXTILE WOVEN FABRICS CONCRETE WASHOUT AREA DETAIL FUELING and MAINTENANCE AREA DETAIL a m 0 z TC 846.06 .'.'845 35 .20 LF 6" SSD RAIN GARDEN (MULCH),• Ile I 24" OPENING IN CURB N.T. i ►A 845.45 RAIN GARDEN DETAIL P.E. U F- J IZ Z CO LO z CO LL-I F Z XU 0 W I- C GRASS MATCH INV 840.90 NOT FOR CONSTRUCTION APPROVAL PENDING No. 10708654 DATE: TC 846.05 STORM SEWER GRATE LIFT STRAPS USED FOR EASY MOVEMENT AND INSPECTION OF UNIT DANDY BAG \O O O CID OO STORM SEWER GRATE VELCRO CLOSURE DANDY BAG I/L 11D [.fib a M ?S 0 •....cr. DETAIL OF INLET SEDIMENT CONTROL DEVICE PROJECT: CITY /STATE: DATE: DR. BY: DR. NO: WELDED 8" STUB INV 841.75 4' -6' 6" SSD IN WRAPPED STONE WITH 4oz NON WOVEN GEOTEXTILE 3 C G ST E No. 10708654 -o STATE OF SX,E 4SiONAL N... O O F- U V) I EMI Z --1 VA(2IES (3' -5') X18 HDPE RISER (42" TALL) Ze WELDED 6" STUB 30 LF 0 INV 842.50 INFILTRATION TRENCH OBSERVATION WELL N.T.S. INV SECTION A -A 18" SOLID LID BY MANUFCTURE OR EAST JORDAN #2890A OR EQUAL CONCRETE BASE (3500 PSI) 841.0 4' -6" F 6" SSD 845.35 24" RAIN GARDEN SOIL MIX (40% ON -SITE SOIL 30% SCREENED SAND 30% COMPOST) LS2050017 DATE: TP 845.45 ��111 I I C- No. LS20500017 STATE OF SURN 11 -19 -08 CO 0 0 N N O N 0 z W cz H Z Q J J J Q 6" END CAP 0 W W 11_ W rn N N 0 rr) 0 0 0 U CC O 0 W 0 J 0 CO M M N Q z 0 z J W 0 co O Lf) N O Q 0 O N u') N O (D N (0 m LL O o LU Z co H W W Z M W O O H z er g U M O z I- O cr aw cn CO O N O m 0 Z