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Home My WebLink AboutC402 Site Erosion Control Details (pdf)r LLxZ�, I LK<M H/ Ns bc�rl�,LXr x SO INLET TYPE. RAISED CAST IRON FRAME AND FLAT RECTANGULAR/SQUARE GRATE A C pc+ orm I A I v 36" WIDE NON—WOVEN p F POLYPROPYLENE GEOTEX N FABRIC (4.5 OZ/SY) CONCRETE MAINTAIN BY m.M9W Ip..N 1Ypbm,Rn mN C::,�.w NiLy 17x9 Wv1em, N�bA AIn. M q Al YC•X.b 114 Ib1Alw i9d. ICIQ eLIYX aAOlolmlro lAPX n.n nxn m ISA 1 ISA ..1 12 111 minorX omisla.la.leon aA. aA le.w na na wa lu 1. u u ®H✓X Ci0.T 11.AYIlA a.A.na 9WAiX ONTiT69GID(1 SI.AaRI.A ava lAa 10.0 )Ib 31b i.x iD AA UB 9Af% OBDfl'61eNf1R a8a9% 9)I =i lAb 1Ab )Ib 31b 3a iD AB en.enx oaoaeAaalmin aa.aa Aox ala.al.lzs us lu as as u u u CNWX aA0allDal-06IR aaxaa (A am]v les ua lu a1 lu v u u e}WfX OBRm1'8��ix aA. aA a]Y m]b ma ab ab a0 x] U aA TABAfX OBDmaIIRJAiX aaa12 'Bb.1]at aA 11b aA fU 3x U U BMMV\ EAaal.'�AEa1aPA a1.aa aaaM IAa 1)a aA Ila 21 11 U canon aaommaaamrA aa.aa a.a as ml al 6MBAn C80rS316�IeY% 'L]a Pla a.10.A ab AAA 9b RID 10 U U 6TiAn OADDRWI6aY% RUlx1® YIb.'LZ ]IA Tb R)A RU RA U al NAtlM( aA0'LM' .90®FY aaxaa axa as Sla SV R]a v u al wravA ommaamaarY am.mm aa.aa as na m ma u u al a A.Am1AaH,�Y _ fMAn OWMATB.an M.ai T.Aaab as aA MA RA RA U U MWf% OOCNMI�Fl( MaL 2aa 31b Rld Rab 'ffib R9 M AI Nares 1, RATINGS SHOWN ARE FOR STANDARD ee' BAG DEPTHI 'SHORT' 12' DEPTH BAGS ARE AVAILABLE WITH -S SUFFIX, RATINGS REDUCED BY E. THE FOLLOWING REQUIRES ADDITIONAL REVIEW -GRATES WITH EXTENDED BOTTOMS -ANY OBSTRUCTED INLET OPENINGS 1 1/2'X 1 1/2-X 24" LONG WOOD LATH TO SECURE TO STAKES 1 ILII �2"X 2"X 36" LONG HARDWOOD STAKES W/ ONE END SHAPPENED & SPACED 5'-0' D.C. SILT FENCE DETAIL NO SCALE c4D2 •Ii STAPLE DETAIL 36" WIDE NON—WOVEN p F POLYPROPYLENE GEOTEX N FABRIC (4.5 OZ/SY) CONCRETE MAINTAIN BY FINISH GRADE ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED TI IhI MATERIAL & COMPACT 1 ILII �2"X 2"X 36" LONG HARDWOOD STAKES W/ ONE END SHAPPENED & SPACED 5'-0' D.C. SILT FENCE DETAIL NO SCALE c4D2 •Ii STAPLE DETAIL P".00d 4 —0 x 2'-0' pointed while Black letters 6" height Lag screws (1/2' INLET PROTECTION DETAIL post = 2°x3 -1/2'x8'-0') o 0 CONCRETE WASHOUT NO SCALE 14'-9' Min I DESIGN ARCHITECTURE INTERIORS It CONCRETE WASHOUT P".00d 4 —0 x 2'-0' pointed while Black letters 6" height Lag screws (1/2' INLET PROTECTION DETAIL post = 2°x3 -1/2'x8'-0') o 0 CONCRETE WASHOUT NO SCALE 14'-9' Min ,,17A RED "ION, INC —Straw bales —W1o0d or metal 1Ss a es V Wedge loose Straw between bales Gravel—filled bags in corners SIGN DETAIL LAN Staples Plastic liner TEMPORARY CONCRETE WASHOUT FACILITY Wood or metal (2 per bale) (On Grade) stakes (2 per bale) Straw bales (2 bales high Max)-77:;UNOTES: Original ground 1. The concrete washout sign shall be installed _ within 50' of the temporary concrete 1�1 o = washout facility. I — Grovel—filled 2. Plastic liner shall be anchored with gravel—filled bags in corners SECTION C—C bags for below grade concrete washout facility. CONCRETE WASHOUT DETAIL NO SCALE C402 ROWLAND I DESIGN ARCHITECTURE INTERIORS It ,,17A RED "ION, INC —Straw bales —W1o0d or metal 1Ss a es V Wedge loose Straw between bales Gravel—filled bags in corners SIGN DETAIL LAN Staples Plastic liner TEMPORARY CONCRETE WASHOUT FACILITY Wood or metal (2 per bale) (On Grade) stakes (2 per bale) Straw bales (2 bales high Max)-77:;UNOTES: Original ground 1. The concrete washout sign shall be installed _ within 50' of the temporary concrete 1�1 o = washout facility. I — Grovel—filled 2. Plastic liner shall be anchored with gravel—filled bags in corners SECTION C—C bags for below grade concrete washout facility. CONCRETE WASHOUT DETAIL NO SCALE C402 ROWLAND I DESIGN ARCHITECTURE INTERIORS GRAPHICS 702 North Capitol Avenue Indianapolis, Indiana 46204 p 317 636-3980 f 317 263-2073 www.rowlanddesign.com CIRCLE DESIGN GROUP ffi9 XU[61DS Pell. 9118ISU.INXNDPaG IX Kle. I11])1n-62W IGnXC. 1fX9UnM. W WnpMa'NG %WPW. 1lM MORCMa'. ONL LIRWIL MP EIECIAVI N9"N fpBSTM1IS APPROVAL PENDING - NOT FOR CONSTRUCTION CARMEL LIBRARY "WEST BRANCH" VILLAGE OF WEST CLAY 12770 HORSEFERRY ROAD CARMEL, IN 46032 01/16/2018 CONSTRUCTION DOCUMENTS NO. DESCRIPTION DATE PROJECT NUMBER 018218.001 SHEET ISSUE DATE 0111612019 DRAWN BY JNL CHECKEDBY DBH