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HomeMy WebLinkAbout06080001.10FABRIC = AMOCO 4535 2 "X2" HARDWOOD NONWOVEN POSTS SPACED z COMPACTED 6' O.C. loo S�OpE SOIL -III - I EX. SUBGRADE -/'_I SEDIMENT CONTROL FENCE W O e O O•p• \ D e D •p •D e•o•o o °o.p•o. 0.0.,0•0.0• . °0.0.0•,0•0.0 PUBLIC ROAD 0, e •o o •o . e •o \ o•e•o•e'o•e•o•p• 50' (MIN):. •o•O•o•O.0.0•e•O•o° e:p•O•p•O•p°O•p°O•psD•pe D.e•D.p °0•,0•0.0 °0.0•,0•0• 0.O•e•O•e•o•e•O•o•O•e•0•o•D•e• •O•p•D•p•D •e•D•e•0.0.0•e•D•o•D.pe \ a.o °D o °0.0.0..00.0.-0.0.0 °0..e °0.,0•0.,0• D•e° O•p•Orp•O•p•O•p•D•o °0• °0•,0•0.0 °O•p° • • e • • • e e e • • p 0.00 D. O•o 0.0. O•o O•o •o O•o O•e O•e •0• •••••� '•;• •;• •0•,0•0•,0•0• °O•p•O•e•O•p•0.0• •°� •°. e• •.• ••• •p•O •p° •,0•0•,0•0•,0•0 p•G e• ••e • •;•° O• O•o D•p O.p O.p O•p .. .•°. •:° • •peO•p•D•e•p•e•0.0eD•0• •.. •;. •0..p °o.p•o. e•D•o•D.0e0•e. °• •�• O•o O•e O•o O•o O•o O•o :• •:• •O.O.O.O.O.O.O�O.O.O• °�O• ••• •O.p•O O.Orp•0rp•D•OeD•0• •• ••j. 00 0-.0 ep •e O •p °O•e•e •ps O.p O• • •. •0.0.0•,0 °0.0.0 0• 6" (MIN) "• :• •0.0.0.0 °o. °o ••: •• •O O.0. O . ;. �D. 0. 2 " -3" COARSE 12' (MIN) AGGREGATE \� GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL SEASONAL SOIL PROTECTION CHART SEEDBED PREPARATION: 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOILS INFORMATION, INCLUDING AVAILABLE TESTING SERVICES.) 2. IF SOIL PH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. 3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, CONSIDER APPLYING 400 -600 LBS./ ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. 4. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 IN. DEEP WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 12" COMPACTED EMBANKMENT MATERIAL TYP. BERM AROUND PERIMETER \ 2' -0' MIN _ 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE 12" MIN 7 3:1 OR FLATTER SIDE SLOPES GROUND SURFACE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SI TE. 2. SIGNS SMALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. - CONCRETE WASHOUT DETAIL U 05 -30-06 z C W O p U 0o wE_ uj `r w (1)Qz-j z a =za0U- O E -'W-r-- Lor J O JOtnN W = CO CO CO j ~ O H O W o 0 Ill Z oti r-mf-- OrOe- LoZC00 m 0 Q m o W N Q a w n. CL N Lu Ja ,fjfi .. Ln fl- �-- LLJ 2 - O ., Co ,- •�, •,. fir, Lil �'"! �_• C7�"�;� w ............. a- 0 Cl) z ... DATE DESCRIPTION CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C • GREENWOOD, IN 46142 �iGro PHONE: 317-882-7850 p M.F.M. FAX: 317- 865 -7213 © 2005 DeBay Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD SCALE: NTS DATE:11 -31 -05 PROJECT NO.: 2005 -0052 C7.0 05 -30-06 Fl CONSTRUCTION PLANS Q N J CL N Lu Q 0 z 0 �-- LLJ 2 0 r/ W i_ ., Q z w 0 z ... z o e n o J VJ w 0 0 J O z r W z (W I- C VJ CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C • GREENWOOD, IN 46142 �iGro PHONE: 317-882-7850 p M.F.M. FAX: 317- 865 -7213 © 2005 DeBay Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD SCALE: NTS DATE:11 -31 -05 PROJECT NO.: 2005 -0052 C7.0