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HomeMy WebLinkAbout79-96.5— — — — — — — — --- — M - WARNING- THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. L K NOTE: SHADED AREA DENOTES AREA TO BE SEEDED AND STRAW MULCHED. NOTE: FOR OTHER EROSION CONTROL DETAILS SEE SHEET C103 Q 1 HATCH PATTERN DENOTES TEMPORARY SEEDING 3 SEEDING � ' • ' " HATCH PATTERN DENOTES PERMANENT SEEDING 6" MIN. TURN DOWN ' EROSION CONTROL BLANKET HATCH PATTERN DENOTES EROSION CONTROL BLANKET i (NORTH AMERICAN GREEN i S -75 OR EQUAL) a i EXISTING GRADE i i EROSION CONTROL MATTING DETAIL � `'�, II '' I � •j ..•� . , I AW BALES . r "" -- •-• ----- 136 38 -. (TYP) _ 154 '. U J x II I 31 `'.t I( I F _ ```.."- ' �' • `� '' • ' . •� •♦ %145 "� . rte• "�•••'•'`t \`�' \" �' — �c•`Z•7• .w..•. �` � � =�~�.. , _ .•� :, . — : .. t' ��• 137 � "1 '-.•�: _:.' :. • '.: �\.. \ ` - l ..,. �•. } _.•� . `,1/\' '',, , -_ 153 �• -w - `� k X I �•, , ;� `o °� ',• 772.1 7628 ` k\ , \ i �' ' '• .:) 'w, • • .. ' / s . X H ` II I •' �° .� �-- 140 141 772.2 '\. \� - - • , 'f%1 ' .1,\ ` cif ti / \ .•. IN 1• +`�`y\ (I ( 7623 I i 77?_3 2 �:•• F ',� �'` '.l �`�}'' II X I ~ r •� �.� 1 \ x x •U9 • , _ ••< 44\ ti x 39 j 1f> r \ , • >: H ', 774.3 151 ' ' '' :•.•. ..'.... ' - ' ��',�,. .L.' �. � ... .. •. ...... 143 ---- -�- • , -�- --- -`�- -- r III '• l .. �� ... .. 4 ` + -- \ \ 764,4 'w I I 61 ! \ ` } \ �• \ /r• , - - . \ x `M 763 , . \1 :\ i 144 •,��:.. 'i• \A '1' • ! \ x \ ... IN, � II �I,� `, , , , MGR UR ` f --, E ,� I \ � r • • 145 - II II ! ` 18 ... .R \INLET 0 TI ... • r- � , ++ 763.1 , , .... x x� ~ 48 I I I I\\ X .. ,. } IF D ,.: I I , �' . - \ lt . cif ( t •` t ;` \ 147 ' - h�• °` -..,, • `` ''°-,\ . . N rn IM m cn LL- a A 0 i v cn CD 3 M Cn o TING A \ \ .. II II ou of �� 7 \ �. II II I NO DI _ ,-- o I I \\ ��' �����,, `�`� -�. •tea'- -_ _ _ \ �" �`'� -�... , II I it 1s 7 Coma* I \ AREA , � 764 itI I �� ���` •; `' _ `'� •..,,,• _ ��� . ��'_ �� � �'-- �--- ------ - -,�... •. 176f 7 I I I 762.4 `\ ``-- -- x x `'-- -------------------- - - - - -- --- - - --�= �--- _-_ -- - - - -- - - - - -- - - - -- - --------- - - - - -- - x :• - - -- - - - x Ii 7726 X �\ 10 k� - --77 3•_ -..- X � { - `EXISTING PLUM CREEK SECTION 1 .3 _ 760.2 -76 `i� ••' .� +( W 760 "157 • r -' 761.5 -,. `\ `� ' °'" 1 2 3 4 5 6 7 8 9 10 xasr rasr snrs " DOKT DIQ EROSION CONTROL MEASURE * MAINTENANCE INSTALLATION SEQUENCE llw800 -582 -5544 I - CALL TOLL FREE SILT FENCE 11=800 -428 -5200 WEEKLY. AFT M ND AS ED EASTING INLET PROTECTION FOR CALLS OUTSIDE OF INDIANA WEEKLY AFTER STORM EVENTS AND AS MW TREE PROTECTION PER IT is "DA"A�u�", r STAX LAw moE�ocAVAA'iE ASSUMED NORTH 5076 ma m (2 wwx SCALE: 1 " =50' DAYS BEFORE COMMEKCBIG WORK• AFTER ROUGH GRADING • e. PUBLIC ROAD ° '• °' °• °'° \ ...:e .•e.e•e 50' (MIN) .. ... . . . . . . • 6" (MIN) � � °� °� °��• °��•° � ••'• •° � ° � ' 2' -3" COARSE 12 (MIN) �• :: AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL REQUIREMENTS: coNrAMNG DRAINAGE AREA 1 ACRE MAXIMUM. CAPACITY: RUNOFF FROM A 2-YR. FREQUENCY. 24 -FIR. DURATION STORM EVENT DIIERNG THE SIM DRAIN WITHOUT BYPASS FLOW. LOCATION: AT CURB INLETS MERE PONDNG IS NOT URY To CAUSE MCCIIIIIIIIENIENCE OR DAMAGE. GRAVEL: 1 -2 N. DI METER (INDICT CA Na 2). WE MESH: DICKEN WIRE OR HARDWARE CLOTH WITH 1/2 IN. GPENNGS. GE07D LE FABRIC (OPTIONAL} FOR FILTRATION. INSTALLATION: 1. INSTALL GRAVEL CURB INLET PR07EC7 ON AS SOON AS THE STREETS ARE PAVED N A TEN DEVELOPMENT SnUA110N OR BEFORE LAID DISRIfw ACTMTHES N STABLIZLD AREAS. 2 PLACE NRE MESA OVER THE CURB MET MOM AID/OR GRATE SO IT ElMlIDS AT LEAST 12 N. BEYOND BOTH TOP AND BOTTOM OF THE OPF.FNt1G /GRATE I INSTALL GE07DW FABRIC OVER THE WIRE MESH FOR ADDITIONAL FLTRAMI (OPTIONAL. 4. PILE GRAVEL OVER THE WIRE MESH 10 ANCHOR IT AGAINST THE CURB. COVERING THE INLET WOW COMPLETELY. if MAL FLIER UM out . _ ° ^;: FUELLED N11ER MAINTENANCE: * AFTER EACH STORM EVENT, ROM SWMD[T AND REPIJICE THE GRAVEL; RVI ACE THE GDOITIMLE FLIER FABRIC IF USED. • PERIODICALLY REMOVE SEDIMENT AND IRACiED -ON SOIL FROM THE STREET (BUT NOT BY FLUSHING NM • INsPE WRIER& 10 REDUCE THE SEDIMENT LOAD ON X CURB INLET PRACTICE PS IODICALLU, AND REPAIR DAMAGE CAUSED BY VOKLES. NEN THE CONIRIBUTING DRAINAGE AREA HAS BEEN STABLUZI D, REMOVE THE GRAVEL. WIRE MESH. GEOTWLE FABRIC, AND ANY SHWff AND DISPOSED OF THEiI PROPERLY. COMMON CONCERNS: SEDIMENT NOT REMOVED FROM ROADWAY AND GRAVEL AND FABRIC NOT REPLACED FOLLNG A STORM EVENT— RESULTS N INCREASED SEDIMENT 1R11CIONG, IRAFIC HAZARD, AND DUSSIVE P01DNG. DRAINAGE AREA TOO LARGE -- CAUSES SEDIMENT OVEti M AT THE INLET AND/OR BY -PASS FLOE SLOPE TOO S11 fP -- RE$UL15 N BYPASS FLOW AND DISLODMIT OF THHE GRAVEL, AND HIARDI 0L01Ft CONSIDER REFACING WITH OR USING N COMBINATION WIWI11MH A WOW CURB INLET PROTEM (PRACTICE 3A4) GRAVEL QM KU PR01ECM EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE * MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE PRIOR TO CLEARING AND GRADING AS NEEDED SILT FENCE PRIOR TO CLEARING AND GRADING WEEKLY. AFT M ND AS ED EASTING INLET PROTECTION PRIOR TO CLEARING AND GRADING WEEKLY AFTER STORM EVENTS AND AS MW TREE PROTECTION PRIOR To CLEARING AND GRADING WEEKLY AFTER STORM EVENTS AND AS NEEDED TEMPORARY DIVERSIONS 0RUllIFFROUGH GRADING R STORM EVENTS AND AS NEEDED TEMPORARY SEEDING AFTER ROUGH GRADING WATER AS NEEDED PERMANENT SEEDING AFTER FINISH GRADING WATER AS NEEDED EROSION ON MATTING AFTER FINISH GRADING WEEKLY, AFTE STORM MTS AND AS NUM STRAW BALES AFTER FINISH GRADING WEEKLY AFTER STORM EVENTS AND AS NEW INLET PROTECTION AFTER EACH INLET IS PLACED WEEKLY AFTER STORM EVENTS AND AS NEEDED SEED SOD do LANDSCAPE AROUND AFTER FINISHED GRADING AROUND FINISHED UNITS WATER AS NEEDED UNITS FINISHED REMOVAL OF STRAW BALES AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED I N A REMOVAL OF INLET PROTECTION AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED I N/A 13 14 15 1 BENCH MARK T.B.M. U.S.G.S. DISC IN CONCRETE POST 54' WEST OF CENTERLINE OF RIVER AVENUE AND 18' NORTH OF THE CENTERUNE OF 131st STREET STAMPED 95 —RHP 1951. ELEV.— 751.46 T.B.M. 1 CUT 'If SET NORTH RIM OF HARRISON MONUMENT 0 126th STREET AND RIVER AVE. (S.E. CORNER S.E.1 /4 SEC. 27 -18 -4) ELEV.— 747.05 Rewlslons E .t 920350 1� STATE OF •••../INDIAN CERTIFIED BY S�1e q-� THIS AM TIE EM DESIpIS AID c0UC1TT5 COIRAIe HM ARE IM DQllSVE M1ELlFx1UAL PROPERLY OF 9L11EMRR DOW= DOII'd1ALION MID ARE NOT TO E USED OR REPRODUCED � N *KU OR N PART, 1MRIOUT THE WRIT 01aOff OF SI,NFmt DowlING OoRPOR im ©1996, Schneider Engineering Corporation r &1m6dff 3020 North Poet Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIS • US 317- 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson k Associates, Incorporated PLUM CR= DUELOPI COMPANY ILC PLUM CREEK NORTH SECTION 4 HAMILTON COUNTY, INDIANA EROSION CONTROL PLAN Date Project No. Drawn Approv. 816/96 904.14 DMW Computer Files Sheet No. l \904\PWM \14 \C O4 X(REF: 904 XR , - (CJl®4 ff: 904 -10TO P0 )(REF: ,k \904 \DWGS \11\90411DEV XREF: ,k \9D4\pW M \13 \9O413PL )QREF 14ERO