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Home My WebLink About06040025.9CD 0 I I CD I C2 3 i I1r) ,n cD a I Q0 cl� cD N n- ,. � i I` cD T - 3 cn 7 CD 0 a� � O O _0 rl 0 o a _0 0 0 I I r\ L.l) In cD � in p Q Q) X / 70 � U is - / Q a; '71 � C M) O E t7 O N p C O � to O 0 c� C� 0 a CD C) co U rq Q� Ln -C CO o Z M v C) 0 V) Q 0 -.-� (n >' 1n / J J C� -845- EROSION CONTROL NOTES -- - -� -- = - - - -' •�, -, . - - -_ `' WPPP ARE INCLUDED AS Al PLAN INDEX ITEMS RELATING TO THE S �- -- ' NOTES ON THIS SHEET 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING J TEMPORARY CONSTRUCTION ENTRANCE cp A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS (� � Q� � CD - ! 45.89 M.E.G. . A2 N/A SHALL BE IMPLEMENTED PRIOR TO AND DURING F4-5-..3-21 M G R� .E. TJ C � :� �9 ' - �. .�,. ! -_„ _. •;,;. Y, � A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF A FOUR LEVEL CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE �_, _..) tc;t:.irx:.,::: -• . _..,..,,.. ,. -_ ..:.. .. crr..,._..._.., ..:. __.....«...... - _ :.,.., ",L:•::_ e:: = ':- �r -.._." .r �;`�:- ":_. "..:: � rte.-" r,'= "`TM`s. -.`�z -. .-- - -- PARKING STRUCTURE, PARKING LOTS, ENTRANCE DRIVES, SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED F -� 1 �;, / " (• `�� , �P4S - - _ 4 . 9 4-4-28 M.E.G. Ff NOfZTH SIDEWALKS, AND STORM SEWER. AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE -- �� 4 M:E.G. PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL - 3 7 A4 THE VICINITY MAP IS LOCATED ON SHEET C000, BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC - - - �- -T- 4 .- - 4� - ! 8�` 67• - ACROSS BARE SOIL DURING DRY AND /OR WINDY WEATHER, I -843 0 30 60 g0 A5 LEGAL DESCRIPTION PROVIDED ON SHEET C100. AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST 45. W. 844 7b Wy 44 4 LATITUDE 39 55 45 N LONGITUDE 86 09 12 W ION OF CONTROL MEASURES TO THE SOIL UPON COMPLETION 844 25 - - 844.40 43,90 CONSTRUCTION AND SUITABLE ESTABLISHMENT OF - oa GRAPHIC SCALE IN FEE( A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN PERMANENT VEGETATION, TEMPORARY EROSION CONTROL '539_ $4q �.\ g 2 MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET 844,00 5 A7 HYDROLOGIC UNIT CODE: 05120201090050 PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO =, 843.50 1 7 MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS - -- 84 �5 -" ,_, AS IDEM SECTION 401 WATER QUALITY CERTIFICATION DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY 844.50 REVEGETATED. 845,35 844,25 - l'i 844.85.45 % _ - - �g� ;; - !' , , - f O O O A9 STORM WATER WILL DISCHARGE INTO THE EXISTING DRAINAGE _ 5 �_ _ 8 ,0 `? � SYSTEM FOR THE COMMERCIAL DEVELOPMENT, WHERE IT WILL BE B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, - - - - - - J - R -B ROUTED THROUGH TWO DETENTION PONDS, AND OUTLET TO DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY 845:Oflr- 845.00 ' DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. _ - - - - = -'TC X36 T2 ` STORM SEWER ALONG 96TH STREET. & 845.50 ` EX -- THE SITE SHALL BE CHECKED AT THE END OF THE DAY, `" ,a ►� 38 845.00 t \ L. Jf:1; --- A10 ALL LAKES AND WATER COURSES ON AND ADJACENT TO THE SITE AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING l -� ARE SHOWN AND LABELED ON THE PLAN. NO WETLANDS ARE THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL ` ~ `� LOCATED ON THE SITE. BE PICKED UP AND DISPOSED OF IN SUITABLE 201 ,�39 f F` 1 - r- �- �'" ` �___J CONTAINERS WHERE POSSIBLE, OPERATIONS SUCH A qq �, _ A11 THE ULTIMATE RECEIVING WATER IS THE WHITE RIVER, SAWING THAT CREATE SMALL PARTICLES SHOULD BE 834,50 LEVEL 1 .-... k PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM _ I WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED 835'.00 F•F•E•° 845.00 Al2 NONE. OF FREQUENTLY TO MINIMIZE WIND DISPERSAL, PACKAGING TC 833.7 I I 834.50 - - - E I { aka- A13 THERE ARE NO FLOOD PLAINS, FLOOD WAY FRINGES OR FLOOD USED TO TRANSPORT MATERIALS TO THE SITE FOR BT 828.8; L-_ .._J = j T j WAYS ON THE SITE: CONSTRUCTION F THE FACILITY SHALL BE DISPOSED OF 4.5 I 0 1 W A14 - PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS 34,00 ❑ P - ', � PRE CONSTRUCTION PEAK DISCHARGE: 4.57 CFS (10 -YEAR PACKAGE AND INCORPORATED INTO THE PROJECT POST- CONSTRUCTION P€AK PISGHAR� €: 4:90 IFS (10 -YF�R} IMMEDIATELY STORED NSfTE FOR FUTURE USE. MEDIATEL OR OR p ' 834.50 PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE 835.70 A15 ADJACENT LAND USES. SUE -LEVEL 834, 20 7 REPAIRED OR DISPOSED OF PROPERLY. ? ; -.,.: �., L /REI /7 �1�IURIAZ NORTH: COMMERCIAL C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN F F.E.= 834.50 rI SOUTH: COMMERCIAL f1i �x l,4 NA /IVSU Ra/VCE BIJI! L�/A/6) EAST: COMMERCIAL ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. i THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT 8,�7- F.F.E. 838.45 `' 1 c 8.20 �+I E G. 1--' COMMERCIAL ERCIAL TC 834.01 F r \ ut ° 3j BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE BTV 829.1 , L ! 835,00.'> L TYPES OF DEWATERING DEVICES WILL REMOVE LARGE 834.50 :i A16 CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW. 834,50 " _ _ ... _.. .... QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT A17 LANDSCAPED ISLANDS, THESE MATERIALS FROM ENTERING THE STORM SEWER THE EXISTING PARKING LOT CONTAINS DSC S SYSTEM 3 IS BORDERED BY GRASS AND TREES. L , D. IF THE USE OF LIME i5 USED TO STA$ILJZE THE SOIL OF A18 SOILS INFORMATION: Br - BROOKSTON SILTY CLAY LOAM THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED 836.53 g 4 210 SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER 3) I I c i ` `3� - _. - -_ 834.87 A19 ALL PROPOSED STORM WATER SYSTEMS ARE SHOWN IN THE PLAN IN THE CONSTRUCTION STAGING AREA. VIEW, DETAILED INFORMATION CAN BE FOUND ON C300. 00. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS i _ A20 THERE IS NO OFF -SITE CONSTRUCTION ACTIVITY PLANNED WITH THIS PROJECT. ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION 83'4.25 - _ 833.75 _ I I '•- " `- •_. ,,_. ,- a I 9 6.22 -hTR - -� TO THE PRODUCTS RECOMMENDED USAGE. I + ' • I 1 ! I = - 4. 2 ' 32 „ _ W1P - -1' --- r A21 THERE ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT. - - --�= IF, ;::, I 614 SEE EROSION CONTROL INSTALLATION DETAIL, } IP 1 _ k` WTR _- (I Y + 834.50 `� .E 35.0 -- Q�"', �1 4 I I A22 EXISTING TOPOGRAPHY IS SHOWN ON SHEET C100, 202 `.. 834,5 B15 NOT APPLICABLE. P A23 PROPOSED CONTOURS ARE PROVIDED IN THE PLAN VIEW (SHEET CID 1 ``' C1 0 INDICATE DRAINAGE PATTERNS C1 EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, 34.40 + 7,20 M.E.G. "� - -- -- f� _ - - _ 11) T POST- . OIL GREASE, ANTIFREEZE, GASOLINE, ETC. - 3 T NT G EAS M.E.G. I Bi POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF THE MAJORITY OF THIS PROJECT SITE BEING USED FOR EMPLOYEE PARKING. -- - - INCLUDE CONCRETE WASTE WATER, TRASH FOSSIL FUELS, OIL, _ L 634.5C I - - - - - - - - - - -' THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS 1: t GREASE, PAINT. EXPOSURE OF THESE POLLUTANTS TO STORM SITE WILL BE LITTER AND TRASH DUMPED BY EMPLOYEES. - WATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING ACTIVITIES 34.50 SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND I., 834.80 ; 208 C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW I �•'4 34,30 ' l _ - I ° PORT -A -LET PLACEMENT IN DESIGNED AREAS: W! BE STALLED BEFORE ANY DISTURBANCE OF TH PROJECT IN E 834 ❑ 1 ',�{'�,- OCCURS. FINAL STABILIZATION OF THE SITE WILL BE 933. 18 L _ - _ _ _ - _ - 35:95 k1E,C. B2 CONSTRUCTION SEQUENCE IS PROVIDED ON THIS SHEET. E'x 35.0 U ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS 1 ts27.98 1- a rnn 834.5 '- - 36:03 M•EG� LANDSCAPING WITH MULCH WHERE APPLICABLE, AND PLACEMENT 35.5 M.E. r 83- THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN ED -'1 89 IN THE PLAN VIEW AND DETAIL SHEET C501. OF ASPHALT PAVEMENT. i r - 8'3z BID WATER QUALITY WILL BE HANDLED THROUGH TWO SEPARATE C3 THE OWNER HAS A PRACTICE OF MAINTAINING ALL PARKING AREAS ON A WEEKLY BASIS. THIS MAINTENANCE INCLUDES _ -- - - - - -- - -I PASS NTHROUGHDTWO DETENTION PONDSLWHERE SEDIMENT AND I • -14 r � � � � � r � FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS i - - COLLECTION OF ANY LITTER DURING CART RETRIEVAL EFFORTS, OTHER POLLUTANTS WILL SETTLE OUT. ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING ~ I I �Ir - - - _ - - - I I ` 611 SEE SEEDING SCHEDULE DETAIL THIS SHEET, DURING GROWING SEASONS, MINIMAL FERTILIZER APPLICATIONS )� V ` WILL OCCUR TO THE GREEN SPACES. r !I I I B12 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE C4 POST CONSTRUCTION STORM WATER QUALITY WILL BE a� _= _ -._, _- - \� ` : �, 834 j ��' -' DETAILS, ACCOMPLISHED THROUGH TWO DETENTION PONDS. INV 827.., - i 833 -- -- n - P N PLAN: IN OR 21 " RCP - 8 2 . - I 813 MATERIAL HANDLING AND ILL PREVENTIO LA DER TO ' LL _'.;.! - �--� r I C5 MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION r _ _ �. „ - - - - - - - I- - - MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING MEASURES WILL BE THE RESPONSIBILITY OF THE PROJECT l r CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL OWNER, UTILIZING PROCEDURES OUTLINED ON THESE PLANS, 208 14 I I HANDLING AND SPILL PREVENTION PLAN, THE CONTRACTOR THE MAINTENANCE GUIDELINES CONSIST MOSTLY OF GOOD 207 1� SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED AREAS � I 205 ''. - ,,t.,;:.� - - I I REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL IF A SPILL THAT EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE POND ;•�s" I J SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES REPAIRED AND REVEGETATED AS SOON AS POSSIBLE, TRASH OR _ u BELOW: LITTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO 206 PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM ® - EMERGENCY RESPONSE AND DOWNSTREAM WATERWAYS. cp ❑ 911 �I .S 1 1 t o c 831.101 f_.... _....� r, t I. I 1 EROSION OF THE DETENTION POND BANKS SHOULD BE 1 I�` ,,�y�` - , � I -�\ INDIANA DEPARTMENT OF NATURAL RESOURCES I �* : 833 :- II ADDRESSED AS SOON AS IT BECOMES VISIBLE BY FILLING THE I cal E . BTV 82:.61 (_- _J ( 1 } 477 -8773 \ �.. _ __ .. _, . -_ . _ ,.. _ _... - S90'Qfl'QO "E - ER AREA WITH TA I A ESTABLISHING VEGETATION - 8 2 ERODED w SUITABLE SOIL AND IMMEDIATELY, PREFERABLY BY SODDING. THE SAME MEASURE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT ~ I st SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR _ `� `: ' i � '� ., '.. ' -- _.835- �. _....., � ._ r.._ - _ J • _ ( ) 233-7745 1 SWALES. THE PONDS SHOULD ALSO BE MONITORED FOR SOIL AND WATER CAI !On! �qC %[J�l,.�4S�;t9C ;VT: IAl;F. � - - -. � �7- - -- - -- - _..... _ . _ - BE ?ir1i - - - -- _- - - - - -- �_ - - -- -- - - - - -- \ I HAMILTON 73-1406 HBOTT F �F T P POND SECEMENT SIHOULD NT I HE 0 H ' SEDIMENT (LESS T 2 E DEEP), E ED �, I REMOVED AND REPLACED ONSITE, AN ENGINEER SHOULD BE J \ - ., je ._ 1 CONTACTED TO IDENTIFY THE SOURCE AND RECOMMEND REPAIRS. o n �� /�� _n I I CITY OF CARMEL - DEPT. OF ENGINEERING /STORMWATER \ o 0 4 I (317) 571 -2441 PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS. ANY 0 Ili o LARGE QUANTITIES OF FLUIDS SUCH AS OIL, ANTIFREEZE, BRAKE r-, j _- _' ^� -„ �R� -,,�_ �_ .. _,� I Z I OWNERS NAME: DUKE REALTY CORPORATION FLUID, ETC. FOUND ON THE PAVEMENT SHOULD BE REPORTED TO I I- `- _- ,�I I I OWNER'S PHONE NUMBER: (317) 808 -6000 THE OWNER. THE OWNER SHOULD CLEAN THE POLLUTANTS AND \ I F - - - - N90-00'00 ^E - _ _ I I I PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE, 199.99' I FINALLY, PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS: IF POST CONSTRUCTION - - _ I I r I 1, CONSTRUCTION EQUIPMENT EROSION IS OCCURRING THE SOU \ I I - A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS GENERAL NOTES CONSTRUCTION SEQUENCE LEGEND SOURCE SHOULD 8E RE- STABILIZED STA$ILIZA''ION INVOLVING THE ADDITfON OF FLUIDS TO EQUIPMENT HOU D AS SOON AS POSSIBLE BY SEEDIN INLET PROTECTION EROSION CONTROL BLANKET 12° THICK RIP RAP (SEE DETAIL) FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE PRACTICE: JAN. FEB, MAR, APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. S L BE G, SODDING OR MULCHING, DONE IN ONE LOCATION, AS DESIGNATED BY THE GENERAL 1, THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, 1. SCHEDULE PRE - CONSTRUCTION MEETING WITH HAMILTON CONSTRUCTION LIMITS �`wnM' ' CONTRACTOR, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC GENERAL NOTES WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A COUNTY SOIL AND WATER CONSERVATION DISTRICT PERMANENT A LOCATION WHICH WILL FACILITATE THE CLEANUP OF SPILLS, IF AN WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY (317)773 -2181. SEEDING FENCE OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE 1 • THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, THE ACTION OF WINDS, STORMWATER RUNOFF, OR OTHER SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER, SILT - X- X- X - -X-- WASTEWATER AND OTHER INLET PROTECTION EROSION CONTROL BLANKET 12° THICK RIP RAP (SEE DETAIL) FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE 2. INSTALL MAINTENANCE, REFUELING AND CONCRETE WASH-OUT _.:.._ .. OF THE WASTE OR MATERIAL, IS REQUIRED: it FACILITIES AS SHOWN. 2, PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF 3, INSTALL PERIMETER SILT FENCE AND INLET PROTECTION AS n. ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED LIKELY ORIGIN OR OTHER SUITABLE LOCATION, SHOWN FOR EXISTING STRUCTURES. REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER, B = SPRING OATS 3 BUSHEL PER ACRE SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY 3. THIS EROSION R CONTROL PLAN SHALL BE IMPLEMENTED ON ALL CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF 4, STRIP AND ROUGH GRADE ENTIRE SITE. DISTURBED AREAS C . LIKELY ORIGIN OR OTHER SUITABLE LOCATION, * ARE TO BE KEPT TO A MINIMUM. CONTRACTOR SHALL 3, THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT.) CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE E = STRAW MULCH (90 LBS: PER 1000 SQ.FT.) INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL SITE, DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING A PROPER MANNER. 4. EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE P LANS 0/1 / • IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. SPRINKLING, C A LCIU M CHLORIDE, VEGETATIVE COVER, SPRAY WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN AND SPECIFICATIONS INCLUDED HEREIN, C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, ON ADHESIVES OR OTHER APPROVED METHODS. 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE 5. INSTALL STORM SEWERS. LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. 6• PLACE INLET PROTECTION AND OUTLET PROTECTION AS 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN SHOWN FOR NEW STRUCTURES, CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN THE FIELD BY THE HAMILTON COUNTY SURVEYOR'S OFFICE OR A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND "HOLEY MOLEr HAMILTON COUNTY SOIL AND WATER INSPECTOR. 7. FINE GRADE BUILDING PADS AND BEGIN FOUNDATIONS. 8. SEED AND MULCH BUILDING PAD AND PARKING AREAS. 9. SEED GREEN SPACE BEHIND CURBS IMMEDIATELY AFTER CURBS ARE COMPLETED AND GRADE ESTABLISHED. SEEDBED PREPARATION FOR PERMANENT SEEDING: 1. TEST SOIL TO DETERMIN pH AND NUTRIENT LEVELS. (CONTACT 10, STONE PAVEMENT AREAS. YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND ADDITIONAL SOILS INFORMATION) 11, CONTINUE BUILDING CONSTRUCTION; APPLY PERMANENT 2, IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, SEEDING. APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. 3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST, IF TESTING WAS NOT DONE, CONSIDER APPLYING 400 -600 LBS. /ACRE OF 12 -12 -12 12. ADD BINDER COURSE TO PAVEMENT AREAS. ANALYSIS, OR EQUIVALENT, FERTILIZER. 4, TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE 13, INSTALL LANDSCAPING, FERTILIZER AND LIME INTO THE SOIL 2 -4 INCHES DEEP WITH A DISC OR RAKE OPERATED ACROSS THE SLOPE. 14. COMPLETE BUILDING CONSTRUCTION. 15, ADD SURFACE COURSE OF ASPHALT. 16. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL AREAS ARE STABILIZED. INLET PROTECTION EROSION CONTROL BLANKET 12° THICK RIP RAP (SEE DETAIL) SOILS MAP NO SCALE TEMPORARY SEEDING MULCHING B -- -� C DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS D -� LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTQ 5059RFACE 59IL5, IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING E THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER, SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORM WATER RUNOFF, OR OTHER FORCES, PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. er 4" a _.:.._ .. C,A r� it IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT, SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER, PLUS 2 TONS OF STRAW MULCH/ ACRE A NCR$ 'Ridge.VM6l 0 n. Fire LIKELY ORIGIN OR OTHER SUITABLE LOCATION, APPLY MIXTURE AT A RATE OF 2 LBS, PER 1000 SQ.FT. REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID B = SPRING OATS 3 BUSHEL PER ACRE SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY 3. THIS EROSION R CONTROL PLAN SHALL BE IMPLEMENTED ON ALL In DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL C . SPILLS, WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT * ,.•. •. r .i ar^C� SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF C. , SOILS MAP NO SCALE TEMPORARY SEEDING MULCHING B -- -� C DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS D -� LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTQ 5059RFACE 59IL5, IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING E THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER, SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORM WATER RUNOFF, OR OTHER FORCES, PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. SEEDING SCHEDULE NO SCALE ALL AREAS THAT ARE LEFT UNDISTURBED FOR 15 DAYS SHALL RECEIVE SEED AND MULCH, DONT DIG BLIND 1- 800 - 382 -5544 CALL TOLL FREE Duke CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: (317 ) 808 -6797 ■ ■I :1 WOOLPERT 7140 WALDEMAR DRIVF INDIANAPOLIS, IN 46268 PH: 317.299.7500 FX: 317.291.5805 frl c 0 N cr M O 04 �' Q �', n N 0 in U /W V a c1c a N J a z Q O CL o Z C1C z W CL (jj O irk CI; z Z d. o 0 0 W w o CL LL! Q V) p� _c LLJ QD H- ♦♦� C7) a z U7 LLJ Q Z ° O cc z Certified By: Drawing Number: C301 X Of X Sheets Duke Realty Job Number. A/E Job Number: 65367 I OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A Z. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED A = KENTUCKY BLUEGRASS 40%, TURF TYPE TALL FESCUE 407., ANNUAL RYE GRASS 20% IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT, SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER, PLUS 2 TONS OF STRAW MULCH/ ACRE CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE LIKELY ORIGIN OR OTHER SUITABLE LOCATION, APPLY MIXTURE AT A RATE OF 2 LBS, PER 1000 SQ.FT. REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID B = SPRING OATS 3 BUSHEL PER ACRE SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY 3. THIS EROSION R CONTROL PLAN SHALL BE IMPLEMENTED ON ALL THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL C =WHEAT OR RYE 2 BUSHEL PER ACRE SPILLS, WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT.) POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY AND SPECIFICATIONS INCLUDED HEREIN. E = STRAW MULCH (90 LBS: PER 1000 SQ.FT.) SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE 0/1 / • IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. • IRRIGATION NEEDED FOR Z TO 3 WEEKS AFTER APPLYING SOD SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED OF IN AN ACCEPTABLE MANNER, EMPTY DISPOSABLE CONTAINERS, 400 -600 LBS, PER ACRE OR AS SPECIFIED. SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND "HOLEY MOLEr nR IN THE nPFN ON THE (-.nNSTRIIrTIr)N CITF SEEDING SCHEDULE NO SCALE ALL AREAS THAT ARE LEFT UNDISTURBED FOR 15 DAYS SHALL RECEIVE SEED AND MULCH, DONT DIG BLIND 1- 800 - 382 -5544 CALL TOLL FREE Duke CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: (317 ) 808 -6797 ■ ■I :1 WOOLPERT 7140 WALDEMAR DRIVF INDIANAPOLIS, IN 46268 PH: 317.299.7500 FX: 317.291.5805 frl c 0 N cr M O 04 �' Q �', n N 0 in U /W V a c1c a N J a z Q O CL o Z C1C z W CL (jj O irk CI; z Z d. o 0 0 W w o CL LL! Q V) p� _c LLJ QD H- ♦♦� C7) a z U7 LLJ Q Z ° O cc z Certified By: Drawing Number: C301 X Of X Sheets Duke Realty Job Number. A/E Job Number: 65367 I