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HomeMy WebLinkAbout04090218 Building PlansJp I I I / �+ �rmrn it mnrn rrm \ ( /y � / / .` uunuuuuunuuunu—"`---"--"-"'------'------ --— -- STORAGE ���111111 \ ` GARAGE --- � / JILL-WWYWLLW LLwW - \ I I — I— I� \ \ BUILDING / \ \ — — — — __.. — --- rn it mrr �rt minrn it II II II II IIIIIIIIIIIIIIIII — '�1u.wwYww ��— F I I I I I I I I I I I I I I I tl I I I I I I I \ J �II-- IL------- 1 11 �o i-rr n N , Y SANITARY / LGL 1 1 ES T, - rr I�------- 4 r r J / �r ILL '\ �. zS R = 283,26'$ L 93.85' 1-59'45t' `— ' ��//_� = 3 i R = 409.50' -- L = 228,68' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I I I U I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I 1 I I I I I I I I 1 I I I N I I I 1 I I I I I I 1 I I I I I 1 I I ( I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I I I t I I I I I I I I I I 1 I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I I I I I I I 1 I I __ 1 I !I — /— I -- I— I I I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I ! ( I I I I I I I I I I I I I I I I I I I I La = yu USI Uu R = 20.00' L = 31.42' NORTH 0 30 60 00 GRAPHIC SCALE IN FEET LEGEND SYMBOL DESCRIPTION Q EXTRUDED CURB �B INTEGRAL WALK & CURB © 4" CONCRETE SIDEWALK �D 6" THICK CONCRETE PAVEMENT @E CONCRETE STOOP (5'X5' UNLESS OTHERWISE SPECIFIED) O ACCESSIBLE RAMP © TRANSFORMER PAD (CONTACT ELECTRIC CO, FOR SIZE) O 4" PAINTED BLUE PAVEMENT STRIPE G REGULAR DUTY ASPHALT PAVEMENT 0 ACCESSIBLE PARKING SIGN Q LANDSCAPED AREA +� 4" PAINTED BLUE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. UN 4" PAINTED WHITE PAVEMENT STRIPE © TRASH DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS) © PRECAST CONCRETE WHEEL STOP �R 4" PAINTED YELLOW PAVEMENT STRIPE AT 45 ANGLE, 2' O.C, U5 GUARD POST ACCESSIBLE PAVEMENT SYMBOL (PAINTED BLUE) STOP SIGN 6 OR DO LIGHTPOLE / CURB TRANSITION U4 NUMBER OF PARKING SPACES CONCRETE HEAVY DUTY ASPHALT PAVEMENT FUTURE HEAVY DUTY ASPHALT PAVEMENT SITE DATA CURRENT ACREAGE 3,93 Ac. LOT 1 - BUILDING S.F, 21,110 S.F, LOT 2 - BUILDING S.F. TOTAL BUILDING S,F, 41,034 S.F. PARKING SPACES PROVIDED: STANDARD PARKING SPACES 233 ACCESSIBLE PARKING SPACES 10 TOTAL PARKING SPACES 243 ZONING R-5 ' NOTES: I1,) ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT, -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB, -ALL DIMENSIONS I"ROM BUILDING SHALL BE FROM FACE OF BUILDING, I 2.) ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE, 3.) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS, IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL' FIELD CONDITION, 1HE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY, 4.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS I NECESSARY, 5.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FRCM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL ITE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED, 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS, 7, ALL DIMENSIONS APE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8,) DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION, SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9.) ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED, 10.) THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY, 11,) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS, THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY, THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST T6 A REQUIRED MINIMUM, FLOOD PLAIN S'T'ATEMENT: A PORTION OF THE SITE LIES WITHIN FLOOD ZONE AE, THE REMAINING AREAS OF THE SITE, INCLUDING THE PROPOSED SUIDINGS, LIE WITHIN ZONE X PER FEMA F,I,R,M, PANEL NO, 18057CO237F, Y.,•, i Ar D t �s 1-800-382-8844 CALL 10LL FREE n e ION Street 46240 8-6000 8-6797 4 Q) D° d u7 0 In N v• WoQ a a O> r - NJ O .a X O r—L J io c 0 'a O O M 'IN 0O m �U) r 1 110 O 0 LL Q r■ � � J C ■, O U) co ujz O Q °. o J a z a ® � I W w> '_ :3== Q cn U Z 06 ♦� V Q CC o � ■ l{i� U�✓ Certified By: �]1`1U'1p1'JI:gP1H1 ~ ¢ 0, ,i5' 0417 STATE OF ' Ao • �`�� f f•,� ,al,ll� �1�1,,. Drawing N ber: C200 3 of 11 Sheets Duke Realty Job Nun ber. cpM00 -000 A/E Job Num er: 6166 .02 4 —_ - - -- �- --•------- - _ - - - HAVEN POINT B6,ULEVARO N \, ��- r ' ry FUTURE CONSTRUCTION LIMITi L___ S � ' f„� 74 ' ^� /'°'.. .-•- �-^' '742 �•_ . —742 10 L jI I L' v •'r � I � tFWTt� E I �ry I - \ I I S RUCTI LI d1iS \ PROPOSED BUILDING TEMPORARY SWALE TEMP RARY SWALE TO PIPE END t l t t r TO P PE END F.F.E, 745.19.920 S.F'. 80 _j EROSION t ERASION CONTROL + CONTROL v t 12 BLANKET .. , �, BLANKET dl I I w� t� I I i n I 1t F__71 n, Ia ; . �- ; is , `A �I 1 ' --------------i I� ... �. i +�� r -Z .. Du K-� Gw�s-c�-� T �( � / � —742-- I �'" r ' Iii , � �[zi�l l�—K- i `,• ' � I ' � ' � l i I I I i q� — SD — — — —U� SD (/�t QNS OC off+ I I'i; , ; .. .•' , ` i II I LIMITS I I I 4 1 r( � l I 743 rr� �. rrr I- I I U� 8 i f t� I I ' r ------------- � , t r (TYP.) A ir' I i j p; I 1 III I j l 11' I 743 743 CONSTRUCTION _ I f I i I If LIMITS --------------- / r III r. I�� PROPOSED DUILtfNG t 21,114 S.F. UI I t s5 F.F.E. 743.",LL I � UI --------------= a.�r.■ , / 743 , ----- \ / � r "" / "`.740...' I ..739~^^ _ _-"'Sf7" = �-�I -�, �� -`- _ _ — — -... .-.._ ._ '"TEAiRD►tRRY °r ` t er %2 STONE j I II —....- (tYP,) A , .� �kti CONSTRUCTi ENTRANCE ji __J LAU __AH --— — 737 ^' _ _ _ rr� r� •� ! w r� Ali O ` -- � -� �r w� �- � � rM� -r- � �� � �� w� -r. �� *� � �r� �r � � 1/� � � � 2 CONSTRUCTION LIMITS 3 i 11 I r I Ir r r t SOILS MAIC NO SCALE CONSTRUCTION SEQUENCE 1.) INSTALL SILT FENCE AND INLET PROTECTION ON EXISTING INLETS 2.) STRIP TOPSOIL, AND ROUGH GRADE SITE. FINE GRADE AND SEED THE OFFSITE SWALE AREA. 3.) TEMPORARY SEED ALL DISTURBED AREAS, 4.) START BUILDING CONSTRUCTION. 5,) INSTALL SANITARY, STORM SEWERS AND OTHER UTILITIES, 6.) STONE PARKING LOT. 7.) SEED ALL REMAINING DISTURBED AREAS, 8.) PLACE PARKING LOT BINDER COURSE. 9.) FINAL GRADING. 10.) PERMANENT SEEDING, 11.) COMPLETE BUILDING CONSTRUCTION, 12.) PLACE SOD AND LANDSCAPING WHERE APPLICABLE, 13.) PLACE SURFACE ASPHALT COURSE, 14.) REMOVE SILT FENCE AND INLET PROTECTION AFTER ALL AREAS ARE STABILIZED, ALL AREAS THAT ARE LEFT UNDISTURBED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH. WASTE MANAGEMENT AND SPILL PREVENTION PLAN WASTE MANAGEMENT THE CONTRACTOR SHALL DESIGNATE A SPECIFIC AREA FOR EQUIPMENT MAINTENANCE AND REPAIR. ALL EQUIPMENT MAINTENANCE SHALL BE PERFORMED OVER PLASTIC SHEETING TO PREVENT SOIL CONTAMINATION. ALL WASTE FLUIDS SHALL BE COLLECTED. THE CONTRACTOR SHALL PROVIDE APPROPRIATE RECEPTACLES FOR SPENT OILS, GASOLINE, GREASE, AND SOLVENTS IN THIS AREA, THESE ITEMS WILL BE REMOVED FROM THE SITE FOR FUTURE USE BY THE CONTRACTOR. CONTRACTOR SHALL RECYCLE ALL USED OIL. OTHER CONSTRUCTION DEBRIS (E.G. METALS, WOOD, CORRUGATED CARDBOARD) SHALL BE RECYCLED WHENEVER POSSIBLE. ALL DRUMS SHALL BE PLACED ON SKIDS OR PALLETS TO PREVENT RUSTING AND TO ALLOW EASY INSPECTION FOR LEAKS. A STORAGE AREA SHALL BE ESTABLISHED BY THE CONTRACTOR FOR STORAGE OF HAZARDOUS MATERIALS FOR EXAMPLE PAINTS, SOLVENTS, ADHESIVES, PESTICIDES, FERTILIZERS, AND CHEMICALS. SECONDARY CONTAINMENT WILL BE USED WHENEVER POSSIBLE, THIS HAZARDOUS MATERIAL STORAGE AREA WILL BE PROTECTED FROM RAIN AND SNOW AND WILL BE LOCATED AWAY FROM HIGH TRAFFIC AREAS AND AWAY FROM NATURAL DRAINAGE, EQUIPMENT WASHDOWN AND CONCRETE WASHOUT AREAS SHALL BE LOCATED ONLY IN ARFAS WHICH ARE CONTAINED AND DO NOT DRAIN TO ANY NATURAL DRAINAGES. ALL CONTAINERS, BOTH FULL AND EMPTY, SHALL BE SECURELY CLOSED (I.E. WATER TIGHT) AND STORED IN AN UPRIGHT FASHION. ALL CONTAINERS, WITH BOTH HAZARDOUS AND NON- HAZARDOUS CONTENTS, SHALL BE LABELED TO INDICATE CONTAINER CONTENTS, LIQUID MATERIALS AND HAZARDOUS MATERIALS SHALL NOT BE PLACED IN DUMPSTERS. THIS INCLUDES PAINTS, OILS, SEALANTS, ADHESIVES, ETC. IF MATERIALS ARE BLOWN FROM WASTE RECEPTACLES, SUCH MATERIALS SHALL BE PICKED UP DAILY BY THE CONTRACTOR, WASTE RECEPTACLES SHALL NOT BE FILLED ABOVE LEVEL FULL, SANITARY FACILITIES SHALL BE ADEQUATELY MAINTAINED. WASTE DISPOSAL ALL NON-REGULATED WASTE SHALL BE DISPOSED OF OR RECYCLED BY THE CONTRACTOR. THIS INCLUDES MATERIALS SUCH AS CONCRETE, PAPER, PLASTIC, STYROFOAM, ALUMINUM CANS, GLASS, SCRAP BUILDING MATERIALS, ETC. HAZARDOUS MATERIALS THAT CAN BE REUSED SHALL BE REMOVED FROM THE SITE FOR FUTURE USE BY THE CONTRACTOR, ADEQUATELY SIZED AND LOCATED WASTE RECEPTACLES FOR NON -HAZARDOUS MATERIALS SHALL BE PROVIDED BY THE CONTRACTOR, THE CONTRACTOR SHALL PREVENT WASTE FROM BEING BLOWN OUT OF RECEPTACLES BY WIND, ACCUMULATED WASTE IN THESE RECEPTACLES SHALL BE COLLECTED AND DISPOSED OF REGULARLY 13Y THE CONTRACTOR. SPILL PREVENTION STORE CHEMICALS IN SECONDARY CONTAINERS (RECOMMENDED FOR CONTAINERS LESS THAN 10 GAL; REQUIRED FOR CONTAINERS GREATER THAN 10 GAL). DO NOT STORE INCOMPATIBLE MATERIALS IN THE SAME SECONDARY CONTAINMENT BASIN. AVOID TRANSFERRING CHEMICALS FROM ONE CONTAINER TO ANOTHER. IF A TRANSFER IS NECESSARY, PERFORM THE TRANSFER IN SECONDARY CONTAINMENT, ENSURE THAT ALL CHEMICAL CONTAINERS ARE PROPERLY LABELED, INDICATING THE CONTENTS AND HAZARDS INVOLVED, STORE CHEMICALS IN AN AREA PROTECTED FROM WEATHER. INSPECT ALL CONTAINERS FOR DAMAGE OR LEAKS AT LEAST WEEKLY AND BEFORE ATTEMPTING TO MOVE THEM, EACH EMPLOYEE SHOULD LOOK FOR DAMAGED OR LEAKING CONTAINERS EACH TIME THEY USE A CHEMICAL FROM THE STORAE AREA OR ADD TO THE CHEMICAL STOCK, WHEN WORKING WITH HAZARDOUS MATERIALS, PROTECT THE GROUND OR FLOORING WITH A SUITABLE COVERING (ONE WHICH IS RESISTANT TO PENETRATION BY THE MATERIAL BEING USED AND THAT WILL CONTAIN SMALL DRIPS AND SPILLS). PAY ATTENTION WHEN REFUELING VEHICLES/EQUIPMENT SO THAT THEY ARE NOT OVERFILLED, IF A LEAK IS DETECTED IN A VEHICLE OR PIECE OF EQUIPMENT, REPAIR THE LEAK AS SOON AS POSSIBLE; PLACE PLASTIC SHEETING, OR OTHER RECEPTACLE OF SUFFICIENT SIZE TO CONTAIN ALL LEAKING FLUID, UNDER THE LEAK UNTIL THE REPAIR IS MADE, IF REPAIRS CANNOT BE MADE WITHIN 24 HOURS OR IF THE LEAKING FLUID CAN NOT BE CONTAINED, THEN THE LEAKING EQUIPMENT MUST BE REMOVED FROM THE SITE IMMEDIATELY, SPILL RESPONSE PLACE ALL CONTAMINATED SOIL ON AN ADEQUATELY -SIZED SHEET OF PLASTIC, IF A HAZARDOUS MATERIAL SPILL OCCURS ON PAVEMENT, IT SHALL BE ABSORBED WITH SAND OR OTHER INERT MATERIAL, AND THEN PLACED ON PLASTIC SHEETING. THIS INCLUDES SPILLS OF VEHICLE FLUIDS. PAVEMENT WILL NOT BE WASHED WHERE A HAZARDOUS MATERIAL SPILL HAS OCCURRED (INCLUDING VEHICLE FLUIDS) UNTIL ALL SPILLED MATERIAL HAS BEEN CLEANED UP, COVER CONTAMINATED SOIL OR INERT ABSORBENT MATERIAL WITH PLASTIC TO PREVENT RUNOFF CONTAMINATION AND TO PREVENT THE MATERIAL FROM BECOMING AIRBORNE IN WIND, NOTIFY THE RESPONSIBLE PARTY OF THE SPILL AS SOON AS POSSIBLE, THEY WILL COORDINATE THE DISPOSAL OF THE CONTAIMINATEO WASTE. / N lul--j NORTH 0 40 80 120 GRAPHIC SCALE IN FEET LEGEND PROPOSED SILT FENCE INLET PROTECTION RIPRAP CONSTRUCTION LIMITS PROPOSED SURFACE WATER FLOW DIRECTION DANDY BAG TO BE USED FOR O INLET PROTECTION EROSION CONTROL BLANKET EROSION CONTROL NOTES Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES ON THIS SHEET A2 1107 INCH PLAT IS INCLUDED WITH THE SUBMITTAL, A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF TWO OFFICE BUILDINGS, ASSOCIATED PARKING LOTS, AND OTHER SITE -RELATED UTILITIES, A4 ?ME VICINITY MAP IS LOCATED ON THE COVER SHEET, A5 LATITUDE 39'55'52" LONGITUDE 86'00'00" A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN. A7 HYDROLOGIC UNIT CODES: 05120201090040, AS THERE ARE NO STATE OR FEDERAL WATER QUALITY PERMITS REQUIRED FOR THIS SITE, A9 STORMWATER WILL DISCHARGE INTO A STORM SEWER SYSTEM WITHIN THE OVERALL NORTH HAVEN DEVELOPMENT TO THE WEST AND ULTIMATELY INTO CARMEL CREEK, A10 THERE ARE NO WETLANDS ON THE PROPERTY, All STORMWATER DISCHARGES INTO THE A STORM SEWER SYSTEM WHICH EVENTUALLY FLOWS INTO CARMEL CREEK, Al2 STORMWATER SHOULD NOT ENTER GROUNDWATER WITHIN THE SITE LIMITS, A13 THERE ARE NO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THE SITE, A14 PRE -CONSTRUCTION RELEASE RATE: 7.5 CFS # POST -CONSTRUCTION PEAK DISCHARGE: 18,3 Cr:; A15 ADJACENT LAND USES: NORTH: MULTI -FAMILY RESIDENTIAL SOUTH: COMMERCIAL/RESIDENTIAL LAST: MINING WEST: OFFICE A16 CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW, A17 THE SITE IS CURRENTLY OCCUPIED BY A MOWED LAWN A113 SOILS INFORMATION: We - WESTLAND SILTY CLAY LOAM THE ENTIRE PROPERTY CONTAINS FILL MATERIAL FROM PREVIOUS PROJECTS, THEREFORE, TESTING SHOULD BE PERFORMED TO INSURE PROPER SOIL COMPACTION IS OBTAINED, A BASEMENT IS NOT RECOMMENDED BELOW THE STATIC WATER TABLE AID ALL PROPOSED STORMWATER SYSTEMS ARE SHOWN IN THE PLAN VIEW. DETAILED INFORMATION (I.E. INVERT ELEVATIONS) CAN BE FOUND ON THE UTILITY PLAN, A20 THERE IS NO OFF-SITE CONSTRUCTION ACTIVITY PLANNED WITH THIS PROJECT, A21 THERE ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT, A22 EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN 1�1EW, A23 PROPOSED CONTOURS AND SPOTSHOTS ARE PROVIDED IN THE PLAN VIEW TO INDICATE DRAINAGE PATTERNS, Bl POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE SPILLS AT FUELING LOCATIONS AND LEAKING VEHICLES AND EQUIPMENT, SOIL, SOIL, TRASH AND CONCRETE WASHOUT. MINIMAL AMOUNTS OF COMBUSTION ENGINE POWERED EQUIPMENT WILL BE ON SITE. ANY REQUIRED FUELING WILL BE DONE IN STONE STAGING AREA TO ASSURE IMMEDIATE SPILL IDENTIFICATION AND CLEAN UP, WORKER VEHICLES WILL BE PARKED IN STAGING AREA, AGAIN, ALLOWING IMMEDIATE IDENTIFICATION AND CLEANUP, SHOULD A LEAK OCCUR OIL DRY WILL BE KEPT ON SITE FOR ANY SUCH CLEANUPS. NO OTHER POLLUTANTS ARE FORESEEN AS BEING ON SITE, 82 A CONSTRUCTION SEQUENCE CAN BE FOUND ON THIS SHEET, 83 THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN THE PLAN VIEW. SEE THE DETAIL SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF EACH MEASURE. 810 THE EXISTING LAKE WEST OF THE SITE WILL BE USED FOR WATER QUALITY MEASURES, THIS LAKE IS VERY DEEP SINCE IT WAS PREVIOUSLY A MINING SITE, POLLUTANTS ARE EXPECTED TO SETTLE TO THE BOTTOM WITH NO EFFECT ON THE OVERALL POND DEPTH OR THEY WILL FLOAT AND BE SKIMMED BY THE OWNER, B11 SEE SEEDING SCHEDULE DETAIL AND DIVISION 2 SPECIFICATIONS. 812 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS, 813 SEE 81 ABOVE. 814 SEE EROSION CONTROL INSTALLATION DETAIL, 915 NOT APPLICABLE. Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATLIRE, POST -DEVELOPMENT. OIL, GREASE, ANTIFREEZE, GASOLINE, ETC, MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF PARKING OF VEHICLES BY EMPLOYEES AND VISITORS, C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT OCCURS, FINAL STABILIZATION OF THE SITE WILL BE ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT PAVEMENT, C3 BUILDING OWNER WILL BE MAINTAINING ALL PARKING AREAS ON A WEEKLY BASIS, THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS COLLECTION OF ANY LITTER, ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS, PERIODIC FERTILIZER APPLICATIONS WILL OCCUR TO THE GREEN SPACES, C4 PERMANENT STORMWATER QUALITY MEASURES WILL BE THE SAME AS DESCRIBED IN 810, THE OWNER WILL PERFORM REGULAR MAINTENANCE INCLUDING REMOVAL OF SEDIMENT WITHIN THE SWALE AND DETENTION BASIN AND REPLACING IT ON SITE, C5 OWNER OF THE BUILDING WILL DESIGNATE INDIVIDUALS ON A LOCAL BASIS TO BE RESPONSIBLE FOR UPKEEP/MAINTENANCE OF THE FACILITY, INCLUDING THE PARKING AND OPEN AREAS OF THE PROPERTY, "LEY MOL" 1-8W-332-5544 CALL TOLL FREE Doule L 7RUC ION st 96 h Street 0 olis N 46240 317 -6000 317 8-6797 a� Q Lr) � Q) v Ln N LLJ 0- U7 O O � X � I`•, � Lei. S c 0 N 2 cn T \ O 0 V Q Ir IJ Uj J CL D z V / �00J wo- Zz C�C O� O CL E3 CC. ..�.,/ zZ ® _; O Li > U Z UO z 06 V/ C� O O p w CLr r�wrrl V Certified By: t11114SYiiriii:,ad! ,0 ......OS /!�j/o MATE C`i• Drawing Number: C301 5 of 11 Sheets Duke Realty Job Nunber. cpM00 -000 A/E Job Number 6166 .02