The URL can be used to link to this page

Home My WebLink About030-00 SP Erosion Control.11 2 3 4 17 IMIIIIIIIIIIIII� � � � � 7 -WARNING- THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. r - 753.2 X X 753.3 X 753.2 X Ln r 1755.4 752.2 X 752.9 FW 7 NOTE: SHADED AREA DENOTES AREA TO BE SEEDED AND STRAW MULCHED. 751 .7 X 10 - - - - - 7 - SEE SHEET C103 FOR ALL EROSION CONTROL DETAILS & NOTES 81 1752. 751. - --- X ��• X i G° - - 75 MARSH 75; 2.3 GLEN � / 51.6 X 82 { l 12 l 7�5�2.8_I FIELD �5 ' , t. 752.8 119\. 752.5 2.6 X 13 14 15 HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET STREET INLET PROTECTION ❑ SILT FENCE AROUND BEEHIVE (WOODED AREA) EXISTING VEGETATION I 753.5 \ 1 EXISTING SECTION TWO, 11 - / , I X \ 752.7 I r EROSION CONTROL AND SEQUENCING 75::. X 751.`_ 1 i 51.E--- --- - I 752.6 / / ° \ 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT { , :'� X X � X � I 3,7 ! X j I 117 FENCES, SILT TRAPS, TREE PROTECTION AND INLET i 116 i I \ 752.8 PROTECTION FOR EXISTING INLETS PRIOR TO THE X1 En X / START OF ANY EARTH MOVING OR STRIPPING. I 753.6 C + / 7 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION �DIR 751.9 j �, I ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE I `� \ I I 752 5 83 w 1 71 75X'7 I ( 752.3 1 / % START OF EARTHWORK AS NECESSARY TO PREVENT 753.4 r X o - X i °� / SOIL FROM BEING TRACKED OR WASHED INTO EXISTING XI 753.5 } I ROADWAYS. x RELOCATE EX. FENCE I X i ! 1 3. LAND ALTERATIONS WHICH STRIP THE LAND OF v t I OP° ° VEGETATION, INCLUDING REGRADING, SHALL BE DONE 755 5 7 �.f 752 9 IN A WAY THAT WILL MINIMI 3r;= •L , j ZE EROSION. WHENEVER �7•�, X FEASIBLE, ;t•= :. ....................... ........... .............. ..... .......7, .�.... - -- AN P GRADING S DONE, INSTALL SILT { _-�� D PROTECTED. ASI I 3 : .................. \'.'.'.'.'.'.'.'. j X... I.. : TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY x... .......... STRA B'A� , , , . .... , 4. , ...... , , • , , , • ,• •, �. ; ENTRANCE DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES •; ;�:.�.'� ..•.•.. (. p.} ............ ............... .... I \� / AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT .: ...... 88 X.....1' /.'. .7.51.'5. . , : f.> ; % .... ... ..... �'. ; ..:...'- �:_.',� :;: CONTAINED ON SITE. ... 7,53:1'.... ... ..... p .. �: �- •k 87" I 7 x BED AREAS SHALL U6 '..'.x'.'. ......85 '...... ... ..... I . 7�. \ 4. ALL DISTURBED ...... ... '.I'.. ... ,� 1'............ L BEE SEEDED AND STRAW r ,_ f' " ' " ' 1�, 1 MULCHED AS SHOWN ON THE PLANS IMMEDIATELY ........ r'........... 752.3 AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE .......... $� :� .... ..... �Cq INLET ! . / PROJECTS, SEEDING SHOULD BE COMPLETED IN ........ .. n X EC S, THIS 7 4.4 �.�` .. •:-�`:''' • • • • • • • • • . X....... �= �j �•. 751 5 COMMON AREA ! PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. X y.:... X*** ........ �r. ....... ...... - I�:: I X LAK f�2W ....... .......'I��.Z'.... B�4R'RIER.-MT � ! � TT ° � � / 5. THE DURATION OF TIME WHICH AN AREA REMAINS .' ' .. . - - ' . - .. - g N.P - 746.30 x EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM .. • ......... ... • .. ... �4 " ' ' ' ' ,�, , 7 1 �'-• / ! DEPENDING UPON THE WEATHER. IF CONSTRUCTION _ KENDERLY COURT _ • • • • • •;`" 100 R.- 74.23 / ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, ;�' :r�; •,:�:'° '•'•'•'•'_ 7'.. " FIELD 752.5 rI THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. o5 4........ .. ....''' X / 6. ALL STORM SEWER INLET PROTECTION DEVICES SHALL .....'/......��. ......... ................ ....... 6 .. - < BE PUT IN PLACE AT THE TIME EACH INLET I .. .......... ... ° / LE S Y' ........ J-. / X CONSTRUCTED. '5. .... r .................. 6 / r ... ....... 7 1.5 r �.; / x ,; '.'.'....... 7 '1 .7 .... �� .... 7. CONTRACTOR SHALL MAINTAIN EROSION CONTROL �, g / MEASURES AND DEVICES DURING CONSTRUCTION AND .. • k'.: / UNTIL SILTATION OF THE STREETS AND STORM SEWERS 55.1 '' 753.5 i ................... o .. X.........•........... 92 ..... 2:4 •,-,':93 ....... 94 .. 9575fl; 7 ..........�.......... ° WILL NO LONGER OCCUR. �'.� ;.:................................ X ............... ... ....'. x .... .112' �.j,4'....... x S. ONCE ONSITE EROSION AND SILTATION OF THE STREETS I ; `•.- ............ .........•' '.-..'...... ...'.'. .. ........ ..... ...... .... ........ . 1 ......... 754.41 ;r:: 91''52.x' ... i. 11.' X'.'.....'. f • \ AND STORM SEWERS WILL NO LONGER OCCUR, THE X I .-.'. ..'.....'.. .. ......'.'.'.'.'.'.'.'.-.'. -.'... ' ..'.-.'.-.-...'.'. • ........ I .. ....'..'............'. g \ CONTRACTOR SHALL REMOVE AND DISPOSE OF THE ' PAIR EX. / \ �� TEMPORARY EROSION CONTROL DEVICES. I ..' ...... . ........ I ' . . :;::�} M .-STRAIN: AI�Ea':.. .............. ...... I ....... � .................. \ •' .. ..............' �................ }�`� ... .....' 1.'......... ......7 . 51.'4. ......... \\\\\ BANK I 9. THESE GENERAL PROCEDURES MAY NOT COVER ALL -•{'TYPE ... ................ .................. ...... .... .'.'.'.' ,.. x.... .... p �}: ''{Q // SITUATIONS. REFER TO EROSION CONTROL PLANS FOR 7.� '�................� - - ......... .......... .... \ \ \J ° %J" / SPECIFIC NOTES AN ADDITIONAL DETAILS. 751 D DDITIONA !IXle 2c, 75,4'6 \ 1 I I \\ \ /X I I I 7 j3.3 1 �\ I 752. 1 \ \ \\ \ \ x / '. \ \ P(LAKES LAKES AT?. . . I I I \ X I 1 \ \ \ `HAZEL DELL 752.7 XI 75 .8 I 1 753.4 \ 1 7 0.8 \ \ TURE X I I I `. \ SECTION FOUR Q COMM x ' - - \ ST /. ON AREA , I ��- RAW BAL \ i \ 4 - - \ I FIELD / X �/ LAK t 4E , / 1 TSP # j _ -� � 752 r / - - - - - - 151 6 0 N.P. = 744.80 X 4.8 1 f` � X I I :. .: •'•'''••.•• •'� � ' / � ' • -- � � \ � X� � �'• '• � / / 100 Y - \ R. - 747.74 ---------�- 752.5 �/ / / 752.6 1 I I I I 53.6 _- -- -----x = , i i / FAQ T J 753. , I i \ \\ �-------I------T--- X 1 , 1 \ ". Xl� \ -r / / U i 3. �IELa-� - I -----I--- - --'�_r \ \ 750.2 1 / \ X / r ,L x 762.7 rte -""G 1 jJ� 7 X 1 \ \ 1 I 53.6 OMMON AR x y 53.6 THE LA� ES AT 1 /� 1. x I 7 7 I I X / / x HAZEL 1 DELL 1 I 1\ j. 751.6 / �- 752.5 I i I I I FUTURE SECTION FOUR 1\ /�� X t I1 /1SCs �I 1.2 � RAW BALES / I75 7s.� 753.7 5 .5 N. 754.1 X � 1 11 L-� -- -- --1-- --------------�c1.5s N� x / x 752.8 752.8 l! �I ;• - 7~53.--� '`--r---�--- --L--- / 18� DAS��W 749.9 �� X ,� X x t ` i� r EX' 1 ------------- 754.2 \_ ESM J / / ------ - '- gD' PERF NA GR��' 1- s I X I � 5. ` '�-- ------ � \ � ;r. � DF INDIA 8 � - - X_ - - - - - �_ \ G FAv TR. 95024' 750.7 ti- J -- - - 756.4 G 755.3 - - .......'�Y. Y ..................X ..... . 73.3 �'�.��." . J.�'�,a ��.� �J' / / 753,6 X 753,7. .. . 1 -� XJ I r �.:'_ x -- ---- ^ 755.2 755.66 756��_�- = ' 755.: � ---- �� SS � \ t x / � X ------- ---_ �- u \ � I / X F G ` X2.6 X Jv`dr _ 753.5 X HOLEY MOL Dor DIC BLI( .1/ - � n, , I er " V, 11' TIT'S THE CALL 2 WORKING DAY; 1-800-38 CALL TOLL PER INDIANA STATE IT IS AGAINST THE L WITHOUT NOTIFYING " LOCATION SERVICE T DAYS BEFORE COI ASSUMED NORTH SCALE: 1»= 50 ' HSE /19 DISC IN CONCRETE ON NORTH SIDE OF PLANTANA ENTI ROAD. WEST OF NORTH ENTRANCE WALL ELEVATION - 822.36 (NAD 1983) T.B.M. /100 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' T.B.M. /101 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' S T.B.M. /102 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' S T.B.M. /103 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' S Revisions 1. DCC 02/07/00: REVISED PER TAC. ��,,, �wuI ururuiiii� ��\� H Lqs'''%,,,,,� � �1STER• .'S' 9800085: STATE OF CERTIFIED BY l/ THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS l HEREIN ARE THE EXCLUSIVE INTEIIECTUAL PROPERTY OF TH. CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN PART, WTHOUT THE WRITTEN CONSENT OF THE SCHNEIDER C 1999, The Schneider Corporatii r -11 The Schneider 0 Corporaton LJ 3020 North Post Road Engir. Indianapolis, Indiana Sum 46226-6518 Land: 317-898-8282 GIS o 317-899-8010 Fax Geolo Formerly Schneider Engineering Corp. / Bohlen, Meyf ZARING HOMES THE LAKES AT HAZEL DELL, SE CARNET~ INDIANA EROSION CONTROL PLAN Date __[ Project No. Drawn 12/03/99 1442.002 DCC Computer Files Sheet No. J:\1442\002\DWG\SEC-3\ClO2.DWG XREF: J-.\1442\002\DWGS\18S.DWG XREF: I:\1442\002\DWGS\SEC-2\2BS.DWG YR F• 1dL'WIN nYY_ 'mc-mn r)uAr% (C