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HomeMy WebLinkAbout0941.93.7COMPACTED SOIL DROP INLET NO GAPS IN TO PREVENT PIPING W/ GRATE BALES STAKED STRAW BALE RUNOFF WATER L42 A a W/ SEDIMENT FILTERED WATER 0 C3 STRAW BALES END AND END STAKED W/ TWO OVERLAP AT STAKES PER BALES CORNERS 1 I STRAW BALE INLET BARRIER EC3 NO SCALE I { TC=844.00 21 .a 10 ca TC =843.81 I� 711 , :: _ _ T4 846.80 I �, M V �y TC- 844.40 �° - �'SC + '?s • :mot T. X x g TC =848.50 � � I Ex. 24' RCa �• �. '.. - ,`, �- �--- �- -�• v �+: -�.... �• �- �+ -:. r- :` •�,......_ �• I 1 ' 15`.D• -�• 84'9'%5 '� - �' 1 �' 'T �- Y-- i•.4�{- •• W- Wi �'�M -G• �Q• �`� J3 TC = 3.61 , °'.••..�F M._ r:...�.... 'r" W xm, xx�ixx, xnWnnn�xyMmmm ,xrxfxxxxgxnmxr�xmn,xxy,xin uWx,xm,u _ NE IN B .3t'8' ',n I 'fln. wwM W i W2 1.. P 15' bt U. VI- 8 .37 _ _ :__ _ .._ _....._w__ w w wwww.ww �::a......_ ............. _ ...... _ . _._..._ ..-._........- "_,_" .. ``.I - - _.. - ..._J -a ,.xwwww, „x.x..,.ww,,.,,.., „Y„ ,uuux, i : uxuwwuuuu,L ;_ L....___ ................__4 ......... 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W �• ,�'`, Il ,;:� y • _•••p•- ::.:.•Jp..:.: .... rt. /yam�/ �, .m;i;ei ...: .• _. x..wn -• 1 C� W W W y W �Y.1 i •V W W X W W y ?•Y ... W W •.,.,.. .. .._.. ...,,, •i, 1 1 P7 J 1 {..1 1 I �• W � J I ! 1 v h M I fI! J' W-• W - �' W ... y W W W W .' W W y W 15 "•.. ro�• ..... •" W•L•iiw�::::::: k::.......` X......... ...'1'.........,..A:.....�::...yy Y' ....�c::::::.:a, i � � y. \� � .y r 1 (, p � j . .:..... � � r4 W •Y J� W W W _ � - W J'_ W _}J�1• _i.},` W ._W Y.. �• � -�- `Y � .::�. W ;'•• W =• W,. 6 SETBACK LINE' z4. 24• _� 25' BLO TBA •• X41 r� 0 p4 H 0 h' ° TC- 848.30 a° 1 ° rn TC- 849.20 �'' , ;e I h r i f TCr849.20 TC=849.20;,,. W x I • JAM ; 11W .... / •• W W A ••• 84 i I � � TC 5.66 L I 7 1 ML ....:. . �.. W INV 641.E I w� 284 t' IE =839.00 as ooh W W W �►� `�� -T 1 12'x" C , W yX W �•' W x h7 F, `_` - X - - - -- - - -- X ------ _--- �. -_ -_ _- - - -- T�ACK�InC' /� w- �O 11 f ' x �. '' �o : BE 'r T.% T.`% X" x is >!•r I ©BETE 'WD,42 `251 PG. 156 °j %+ _ RETENTION Pbl�p of a° 1 1'ht1•' T• ` u u I 7 1 1 I A I I 1 1 I I T� I W INV Ixxx= I 1. I I I'1 I I'. I I ham' 1 if [11 .�pv IiA _ , F - �QY�,��G15TERF `CO�y� No. .� '910337' STATE OF _ 10 <1\�`.�N04ANP,i���� S�ONAL �MAe�e44� CERTIFIED BY: `343 G� DATE PLAN I I STAKED AMD ENTRENCHED - BINDING WIRE OR STRAW BALE. TWINE \ SOIL COMPACTED TO FILTERED \ PREVENT PIPING $ RUNOFF 'yt SEDIMENT-LADEN l JL ..___L_ ............. - _ _ = RUNOFF 11 1=1 II _. .._.........,_..._............ ................................................................ .._............................ I IIIIIII�,IIIii�I I�III1 =III- SECTION Ex CARPEL DRIVE 3 - - - - - - - - - - - - - - - - - STRAW BALE BARRIER INSTALLATION x x NO X a W �b} K �13 842.90 PVI:; p. E =a39.3S 1'I a. E•639.30 19�eJ 9.'.,. . AS �'IAI I �. a'1111 I ,��, RrL tK hti I ICHED SECTION NOTE: PROPER PLACEMENT OF A SEDIMENT BARRIER IN A SWALE. POINTS "A" SHOULD BE HIGHER THAN POINT "B ". (MINIMUM OF THREE BALES ARE REQUIRED.) CE S LE SEDIMENT BARRIER S NO SCALE 55 GALLON DRUM - CUT IN HALF 2 ROWS OF (4) 1" x 6" SLOTS PLACED AROUND DRUM STRAW BALES BARRIER CLN ow TC- 641.02 GTR -61� 16• RCP (1E�.1 -2y6 97 16• RC 4 E- 637.84 � � 'HOLEY YOLEY EC1 NO SCALE SLOTTED BARREL I REVISIONS PAUL 14, CRIPE, INC. 3. I t DRAWN BY: .SCALE: ; IND. GAS BARRIER K.M.T. 1 =•wit _ _ K(� (� 8 2S 93 OGE 7172 GRAHAM ROAD INDIANAPOLIS, INDIANA 462so • ARCHITECTURE ENG. CHK: DRFTNG. CHK: DRAVIANG TITLE: MARKER LAND PLANNING EROSION CONTROL PLAN E.T. WATER METER ,» ,,. III• ,: ,,, .., ,,, I II y u 1110 I ; , (: x. ASPHA:L P PAVEMENT ELF ; 1 39.49 01 ( 0 I BEDII* NLET TD- 640.14 11r RCP` (SNP E- 636..34 :° -`Y e'' �i TG- 64'.1S Gti2.64079 �Y °1E• RCP (1E) E -MIS AN RY SK .......... ..... • ��y�\, 18' RCP (SO) E- 636.10 FEF GCA. DIS ..' -- �x• TEL CLN ow TC- 641.02 GTR -61� 16• RCP (1E�.1 -2y6 97 16• RC 4 E- 637.84 � � 'HOLEY YOLEY SILT PROTECTION FOR DITCH GRATE CSTG.S SLOTTED BARREL BARRIER NO SCALE �ND RIP RAP STRAW BALES FOR SWALE SEDIMENT BARRIERS (TYP. 200' O.C.) X 00 000 PERMANENT SEEDING 111111111011111111111 EROSION CONTROL BLANKET DON'T sEZ: DIG BLIND 1 -800 -382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE E MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. KROGER STORE #J -959 - CARMEL, INDIANA DWG, TYPE FILE NUMBER SHEET: JOB NUMBER I J C205 4� 11 SR -17nnnn V, EC1 NO SCALE REVISIONS PAUL 14, CRIPE, INC. • CIVIL ENGINEERING CONCEPT piK: DRAWN BY: .SCALE: DATE: CLIENT: . LAND SUR YIN G K.M.T. 1 =•wit _ _ K(� (� 8 2S 93 OGE 7172 GRAHAM ROAD INDIANAPOLIS, INDIANA 462so • ARCHITECTURE ENG. CHK: DRFTNG. CHK: DRAVIANG TITLE: 317 842-6777 LAND PLANNING EROSION CONTROL PLAN SILT PROTECTION FOR DITCH GRATE CSTG.S SLOTTED BARREL BARRIER NO SCALE �ND RIP RAP STRAW BALES FOR SWALE SEDIMENT BARRIERS (TYP. 200' O.C.) X 00 000 PERMANENT SEEDING 111111111011111111111 EROSION CONTROL BLANKET DON'T sEZ: DIG BLIND 1 -800 -382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE E MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. KROGER STORE #J -959 - CARMEL, INDIANA DWG, TYPE FILE NUMBER SHEET: JOB NUMBER I J C205 4� 11 SR -17nnnn V,