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Home My WebLink About05050111.8-- - a -OF-1�131-RC-V - -- --- ,�� CLI3 IN --- I - ------- --- ---� - , -------- -- - - - 1� IV02, 5 -- -------- 4 ---- -- J--- ---- :--:k------ - _----' . ------- - ------- -------------------- -------------- -- ��514-2-'--R',�"`--- - - - --- ::: 4" Dvc , C�\\ :::-_:: -------- ----- I --� -------- ---- ."a - ------ - - -- - \\ U\\� ` / I ------ �, ---�� --M� I �`�-7 u ! -�;-- �- - 1. `~ ° - ` ....^" `Tx '`' "»u \ / '\�-� �nc DS�5b ` 93.30 ^ � / / / \ @ : - 6d I 'n L j I 1-1 MAP -VICINITY O' --~ 20' 401 �~ \ , _ --- ' � / \ �� -� � � 3|LTFENCE `C ~' WATER VALVE \ � FLAT �� \ ' � ` * FIRE HYDRANT T - ) \ 171- 11 ON - � - � SILT FENCE |NLETP� \ === * � SPRINKLER CONTROL NT�O LV VALVE == TO� * ] --- � � ` \ B�~ =- \ F�K TELEPMONEX-BOX �Inv m g�� TC `m»E ~~~-- � # 8C ""� 'u ~ / 889.43 \ \ TELEPHONE PEDESTAL � \ STONE BAG INLET PROTECTION �' I , ` -'�� * LIGHT POLE ' �- = + �' � � ` ` ~ * COMBINATION POLE �° �� STREET SIGN ' � / \ P. EROSION CONTROL BLANKET r +~ n� ED MA|LBOX *q] / �� - -- -#��8QS�47 BC 8 37 » � X / L \ Y~ . N le, REVETWENTR|PRAp � � - � ` «p � �/ RM - . ` r 1 \ � e�� ^ ,- w �� / 8929O � � '^ vv�o' \ x \ \ ULEOF EROSION CONTROL ACTIVITIES: o) |N3TALLSAND BAGS AROUND INLETS IMMEDIATELY UPON I j - � * - -i I IV . . RC 893.85 1 Ln U0 \e\ - --------- - a , AND PAVING ' COMPLETION OF THE STRUCTURE. REMOVE SAND BAGS FOR PAVING OPERATION. REPLACE SAND BAGS AFTER PAV|N� |3 COMPLETE. SAND BAGS SHALL REMAIN IN PLACE �1�--n - I. " pi I I . . -�L -j 1�1 :: � " , : - .,:.. , 89:�,65 � � \\ \ \ f�:� r ` UNTIL VEGETATION IS ESTABLISHED ON SEEDED \ \�\.VCZV DRAINAGE STRUCTURES SHAH BE CONCURRENT WITH I I ip /I , ` \,_\, , \ 1 00 YR. FL EARTHWORK. SANITARY SEWER INSTALLATION SHALL AREAS BEHIND THE CURB. V% . 1�1 4.65 ---� � � -, q \\\ MAINS AND REMAINING UTILITY INSTALLATION SHALL ' b\ THE DURATION OF TIME WHICH AN AREA REMAINS AREA .Ju EXPOSED SHALL BE KEPT TDA PRACTICAL MINIMUM. THE AREA SHALL 8[ STABILIZED AS SOON ASPOSSIBLE. TEMPORARY VEGETATION 0R MULCHING SHALL 0EUSED 69 LF OF 8" PVC FOR - -- - ' TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS URACTIVITY I . - 890.00 \ I - .--� , Q 1--, .w - � � - \��, \ ,80� \\ 3 6 1� 1, CEASESFOR MORE THAN 15 DAYS ORAS DIRECTED 8Y 11 N", INTERIOR ROOF DRAIN �DRW 4 1.64% GRADE 11 V THE ENGINEER. o\ TOPSO|LR[PLACEMENTSHALLTAKEPLACEFRDM ' If ji ., "' to ... , , I 11 A WAY THAT WILL MINIMIZE EROSION. MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL ATALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETAT0N AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN /7\ DAYS AFTER FINAL � C -N I �- ... -)I / 5 V STM. CC. FOR EXACT DOWNSPOUTS & INTERIOR I , . 7� / �// 'N I � , I 1, 5. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE GRADING DRAS SOON ASPOSSIBLE. �� ' 15. APPLY FERTILIZER AT A RATE ADEQUATE TO PROVIDE 1 LB. OF ACTUAL NITROGEN P[R 1.00O SOUAREFE[� USE CU��ERC|AL- �� u -�� \7--�- GRADE COMPLETE FERT|L|ZEROF NEUTRAL CHARACTER CONSISTING OF FAST AND SLOW RELEASE NITROGEN, 5O PERCENT DERIVED FROM - -- NATURAL ORGANIC SOURCES OFUREA-FURW. PHOSPHOROUS, AND '-' IN INSPECTION. ' ` +' �� u) FERTILIZER FO LA#M�� PROVIDE A FAST RELEASE 4. - -' � �» ` '' SEDIMENT LADEN WATER ��(T|-�SASNEEDEDTOW|N|�|ZE ' FERT|L|ZER�|THACO�P0S|T|ONOF1LBP[R1,0003�.F�DF - � '��-'^- EROSION --|''-NTHERECEIVING STR[A�. NUSTOR� ACTUALN|TROC[N.4PERCENTPH0SPH0ROUS.AND2PERCENT � ' WATER SHALL BE DISCHARGED FROM THE SITE INAMANNER POTASSIUM BYY�]GHT l I/ /4 uouo�� BC 803.45 I �-^ ' ' THAT � ' � b� SLD0-RELEASEFERT|L|ZERFORTREE3ANOSHRUBS: CN ' ' / / / B �AST[SANDUNUSEDBU|LD|NC�ATER(AL�SHALL ' �RANUL&RFERT|L|ZERCON3|5T|N�OF5OPERCENT�A7�R- ' ' vo ~~ � B. N0TBEALLO�EDTOBECARR|EDFRO�THES�TEBY INSOLUBLE NITROGEN, PHOSPHOROUS AND POTASSIUM MADE Up 1 / �C � ' ' / ` ' �� STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES OF A COMPOSITION BY WEIGHT OF 5 PERCENT B c 89296 ^ ) AND UNUSED BUILDING MATERIALS |SREQUIRED. 12 '`~' / 17. ADD LIME TO TOPSOIL TUOBTAIN A pH RANGE OF ' ^�' Q. SEDIMENT BEING TRACKED ONTO PUBLIC ORPRIVATE 8.0 TO7.0. LIME SHALL BEAS7WCGU2. CLASS �AGRICULTURAL 893.58 B )' / �L' - + - RO�D�AYSSHALL B[MINIMIZED. CLEARED SEDIMENT LIMESTONE CONTAINING A MINIMUM DF8D PERCENT CALCIUM �� ^f� �� --- SHALL BE RETURNED TO THE S|TE FOR D|SPDGAL. CAR8�NAT[E�U|VALENl� �|TH A MINIMUM 99 PERCENT PASSING A .11 ° ��'HCP NO.8 2.3G S|EVE�ND�W|N|�UW75PERCENTP�SS|NQ� STIR. No. -----------~ 18. SOIL WHICH HAS ACCUMULATED NEXT�8ER0D|�N CONTROL NU. 50 (250 MICROMETER) SIEVE. 892.65 VERIFY EXISTING DEV|CESSHALLBECOLLECTEDAND RE-DISTRIBUTED 8N SITE AFTER EACH RAINFALL EVEN� AND AT A WEEK. 18. CONSTRUCTION TRAFFIC SHALL ENTER THE SITE AT GRAVEL lil ' ' ' CONSTRUCTION ENTRANCE OR AT DRIVES WHICH ARE CURRENTLY ' ' ' 11. |F\NST�LLAT(ON 0FSTOR� DRA|N��E SYSTEW SHOULD BE PAVED. INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL IR ' i � ' -- ' ' ' - \ BE COVERED WITH FILTER FABRIC. � 12. EXISTING VEGETATION SHALL BEPRESERVED IN AREAS �_ NOT DISTURBED BY CONSTRUCTION AC�N7� -��-_��_��-__��-��_��-��' "��- _-_-_-_---_-_-__- -----' - " 13. THERE ARE ND BORROW AREAS. o9' ^= � ~~ ' - ---' ---- ---- ---- ---- - -� w~ /x3 ( / / �� ' --I- CL � 14 ALLAppUCABUE EROSION CONTROL MEASURES SHALL LLI Bgf----T-'--------- ==�~'=='======== �-�- ' -� ------- ��'��-�-��------- / / � *�/ � ^`-' '8[PLA�EOBEFOREANYL�NDD\STURB|N�ACT|V|T|[S. It) . � - - ``~' ��'� . ' `�}-� -------««�------' --------nyu / ' '/ / ' - \ � / �� \ � /~ L��l � ,� `^ \ �\ ~�v� ----'-------_ - c�'=--- _�/ ,' , / /x/ } U� --', \ 11 zM . I 1-- - : "N' - - - -- �� , , � - ;- I I """`I`II"`IIII,,I,,,,,I,,,,, -- � 4k- 6 - , 1. 7:: A- ov - THE VEGETATION ON THE SITE CONSISTS OF MOWN GRASS 11 " ' BROOK3TON SILTY CLAY ;73 RCP --� �p ''--~~`'�~~'`~''`�~~��pw°' «: ------ LU4W (REFER TO ARCHITECTURAL PLANS �' - THE LAND TOTHE S0UTH |SOCCUP|ED BY T�RQETDEpARTWENTSTO�E CROSBY SILT LOAM, I ~ THE LAND TO THE EAST WILL B[ DEVELOPED FOR COMMERCIAL OR OFFICE SpACE �----~ O TO 2 PERCENT SLOPE » THE LAND T0 THE WEST |5 CURRENTLY UNDEVELOPED � \ ^ THELANDTOTHENDRTH |5CO��ERC\AL- BANK ONE � ri _- IN � �_ ,. 1. � THE SITE |S NOT LOCATED WITHIN ANY N FLOOD�AY0R FLOOO�AY FR|NGE ' ---------- AS INDICATED ON THE FLDODWAY INSURANCE RATE MAP INDEX FOR HAMILTON COUNTY, 16 z ~~` ~ - '--' ----------- INDIANA, PANEL ��0O57CO2U5 F, EFFECTIVE OATE FEBRUARY 19. 2OOI cy) --------- � OP _-_--__ -�=�- ----- - _' - fm --------------- ' +�-�--------- -------- - ' --------------- - -+��---- THERE ARE NOEXISTING WETLANDS OR STREAMS 0N-5|TE. THE SITE DRAINS TD � 2�� - - -- - � E � - THEN T8A42^«27" CORRUGATED METAL -1 t - 4�u o U111G r� YU � -+� - --- DRY - -_-----+�� -�-------------- ^'~-'-_ � 3 U�----��»- -- --- --- DRAIN. -' = --�\ i "� - -�----' - �' " - -- - - �� \ / � /� '__=----- _+ o - CULVERT UNDER MICHIGAN ROAD ' THE CULVERT DRAINS TO THE PARK NORTHWESTERN � . 1 |NSTALL CONSTRUCTION ENTRANCE. - UTILIZE THE GRAVEL CONSTRUCTION ENTRANCE FOR INSTALLATION OF THE PERIMETER SILT FENCE. �' ADD STONE |F NEEDED. POST THE NO[ AT THE ENTRANCE. ADD PROTECTION MEASURES TOEXISTING INLETS. 3. INSTALL - STAGING AREA, FUELING STATION, MATERIAL STORAGE AREA AND CONCRETE TRUCK WASHOUT. 4. STRIP THE TOP SOIL AND GRADE. 5 ' COMPLETE THE CUT AND FILLS ON THE SITE. FINAL GRADE AND SEED THE POND SLOPES. INSTALL CHECK DAMS ORSTABILIZE THE SLOPES WITH EROSION CONTROL BLANKETS. G. START BUILDING CONSTRUCTION. INSTALL STAGING AREA FOR BUILDING MATERIALS. 7 ' INSTALL STORM SEWER AND OTHER UTILITIES. PROVIDE INLET PROTECTION IMMEDIATELY UPON COMPLETION OF THE INLET AND INSTALL R|PRAP OUTLET PROTECTION PRIOR TO INSTALLING OUTLETS. FINAL GRADE AND STABILIZE SLOPES WHEN INLETS ARE FUNCTIONING. 8 SEED THE PERIMETER OF THE SITE. 9. ' COMPLETE UTILITY INSTALLATION, CURBS, PAVING AND BUILDING CONSTRUCTION. 1O. INSTALL LANDSCAPING PLANT MATERIAL AND Z)/aU/uLt ALL u/3wnoLu^ncn - 11. REMOVE ALL EROSION AND SEDIMENT CONTROL PRACTICES WHEN AREAS HAVE A UNIFORM GRASS --- In 7° Cov r - � � j �-_' CAUTION H THE 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 MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR MICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE - INDIANA UNDERGROUND - Consultants Engineers ��l�l�� un�� CONSULTING., INC. �� 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3917 317-5475580 317543.0270 u",�ig^^ (o) onva - ^�wl=" c""""/m.* Inc. PR BLOCK C, C ^ 8463 CAST EWOOD ��U�� n�u_ INDIANAPOLIS, K��U�� U�`��U��U`��m�-n�v�~o��, UU`��n�mU~�� U��U��K� PLACE ��U�U�W-��n� (LOT 3) AT WEST CARMEU CENTER CONSULTANTS .i.�j,q ,V�". - V- F0 ; , , L ^ CERTFIED0Y DATE- 03/3V05 DRAWN BY, PED CHECKED BY- AF ISSUED FOR" DATE ACE PROJECT a- TITILE- �~��~��U��N�N ��M�� 0��hU� �N�� " " �~ ��" `_ ~ ~ PLAN 5 E 1 |NSTALL CONSTRUCTION ENTRANCE. - UTILIZE THE GRAVEL CONSTRUCTION ENTRANCE FOR INSTALLATION OF THE PERIMETER SILT FENCE. �' ADD STONE |F NEEDED. POST THE NO[ AT THE ENTRANCE. ADD PROTECTION MEASURES TOEXISTING INLETS. 3. INSTALL - STAGING AREA, FUELING STATION, MATERIAL STORAGE AREA AND CONCRETE TRUCK WASHOUT. 4. STRIP THE TOP SOIL AND GRADE. 5 ' COMPLETE THE CUT AND FILLS ON THE SITE. FINAL GRADE AND SEED THE POND SLOPES. INSTALL CHECK DAMS ORSTABILIZE THE SLOPES WITH EROSION CONTROL BLANKETS. G. START BUILDING CONSTRUCTION. INSTALL STAGING AREA FOR BUILDING MATERIALS. 7 ' INSTALL STORM SEWER AND OTHER UTILITIES. PROVIDE INLET PROTECTION IMMEDIATELY UPON COMPLETION OF THE INLET AND INSTALL R|PRAP OUTLET PROTECTION PRIOR TO INSTALLING OUTLETS. FINAL GRADE AND STABILIZE SLOPES WHEN INLETS ARE FUNCTIONING. 8 SEED THE PERIMETER OF THE SITE. 9. ' COMPLETE UTILITY INSTALLATION, CURBS, PAVING AND BUILDING CONSTRUCTION. 1O. INSTALL LANDSCAPING PLANT MATERIAL AND Z)/aU/uLt ALL u/3wnoLu^ncn - 11. REMOVE ALL EROSION AND SEDIMENT CONTROL PRACTICES WHEN AREAS HAVE A UNIFORM GRASS --- In 7° Cov r - � � j �-_' CAUTION H THE 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 MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR MICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE - INDIANA UNDERGROUND - Consultants Engineers ��l�l�� un�� CONSULTING., INC. �� 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3917 317-5475580 317543.0270 u",�ig^^ (o) onva - ^�wl=" c""""/m.* Inc. PR BLOCK C, C ^ 8463 CAST EWOOD ��U�� n�u_ INDIANAPOLIS, K��U�� U�`��U��U`��m�-n�v�~o��, UU`��n�mU~�� U��U��K� PLACE ��U�U�W-��n� (LOT 3) AT WEST CARMEU CENTER CONSULTANTS .i.�j,q ,V�". - V- F0 ; , , L ^ CERTFIED0Y DATE- 03/3V05 DRAWN BY, PED CHECKED BY- AF ISSUED FOR" DATE ACE PROJECT a- TITILE- �~��~��U��N�N ��M�� 0��hU� �N�� " " �~ ��" `_ ~ ~ PLAN 5 E