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Home My WebLink About03100015 Congressional Flex Space Carmel Science & Tech Park, Landscape Plan pg. 02B011 OM Of- DI I CH DI I I CHECK L GROUND UNE POST HO AL Li\ CONSTRUCTION LIMITS FABRIC SILT FENCE____ DETAIL FftTER FABRIC EXTENDS INTO TRENCH SLOPE CHECK BACKFILL FLOW EXIST ING SOIL 6 "x6' FRENCH LC _I I ('41 WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS JOINING FENCES SIDE/REAR YARD SETBACKA I \CONSTRUCTION LIMITS S88° 49' 16 "W 435, 00 NO SCALE TEMPORARY CONSTRUCTION __ENTRANCE r e r `77 10' SIDE-REAR LAND m y Aro I 1.' :1[ EXISTING l 1 LEGEND al ORM MANHOLE, YARD DRAIN, CLEAN -OUT SANITARY MANHOLE STORM SWALE FILTER FABRIC INSERT STRAVVBALE MH PROTECTION SILT FENCE TEMPORARY SEEDING CONSTRUCTION LIMITS PROPOSED NOTE: SEE DETAIL SHEET FOR ADDITIONAL EROSION CONTROL DETAILS 4 I J. W L W L L .L W W W 'L w w w J. L L L t,. L 1• J I.i 0. .77 T 7� DUMPSTER AND REACTION PAD ilia 01 h�P W •L .L .L •L •t• •L w Y L L X J. .L W Jamw •L .1, v W •L w v W .ir W 4 •L w W.. 'L •1• •L W W W W. W W W W •1• W .L .4 W• i W y J 1 w J• W J• W W L W w v J.. w y W L L J• •L 1• I J• y W w y W J W W J L •y i W L w .l• J. J• L W L .L J• BUILDING THREE 12,406 S.F. FFE= 845.10 T5,'. UZIL .F-ASEME`1iT J• J 1. L L J• I W li ono 1ui 1:• 1 1 c Weft G- CI) .EROSION CONTROL MEASURE STONE ENTRANCE SILT FENCE EXISTING INLET PROTECTION TREE PROTECTION TEMPORARY DIVERSIONS TEMPORARY SEEDING PERMANENT SEEDING EROSION CONTROL MATTING STRAW BALES INLET PROTECTION SEED, SOD LANDSCAPE AROUND UNITS FINISHED REMOVAL OF STRAW BALES REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE EROSION CONTROL NOTES 1 CONSTRUCTION ACTIVITY 1 INCLUDE BUILDING PARKING LOT. 2. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING EROSION AND SEDIMENT MIGRATION FROM THE SITE. 3. EXISTING VEGETATIVE COVER SHALL BE PRESERVED IN AREAS NOT DISTURBED BY CONSTRUCTION ACTIVITY. 4. ALL DISTURBED AREAS SHALL BE TEMPORARILY SEEDED IMMEDIATELY UPON COMPLETION OF ROUGH GRADING. 5. THE SITE IS NOT LOCATED IN A 100 -YEAR FLOOD PLAIN PER FEMA FLOOD HAZARD BOUNDARIES. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR WHEN IT IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND REPLACE SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO EXISTING STREETS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. S rABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUN. JUL ._AUG__ SEPT. OCT 140V ()CC, A I I 1) PCRMANEIJt SEEDING DORMANT SEEDING SEEDING SODDING B -0 mmilimmirm MULCHING A KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C SPRING OATS 3 BUSHEUACRE D WHEAT OR RYE 2 BUSHEUACRE E ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.) F SOD G STRAW MULCH 2 TONS /ACRE. 1 :k 1 IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPT. IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SEASONAL SOIL PROTECTION CHART CrA NA N:4 NA E 1/1/11/// -t) F //I 3k -4> EROSION CONTROL SCHEDULE MAINTENANCE AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WEEKLY, AFTER STORM EVEN1 S, AND AS NEEDED WATER AS NEEDED WATER AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WEEKLY, AFTER STORM EVENIS, AND AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WATER AS NEEDED CrA D SITE Br LOCATION 1 1 O i B Br CrA MmB2 Br COLLEGE DRIVE SOILS LEGEND Br SOILS MAP CrA Broodston Silty Clay Loam Crosby Silt Loam (0 to 2% slopes) Miami Silt Loam (2 to 6% slopes, eroded) INSTAUAT1ON SEQUENQE PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING ALONG WI rH ROUGH GRADING AFTER ROUGH GRADING AFTER FINISH GRADING AFTER FINISH GRADING AF I ER FINISH GRADING AFTER EACH INLET IS PLACED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED BENCHMARK NOTE "DOI!' I I.1 I I.; F31 (III; i� DI_► 38 c ..I 1: Al L hl. l CIHL_ (11] i; I SCALE 1" 30' 0' 30' 60 TBM 111- 1094 -01 FND. CUT 'p' TOP EAST FACE OF LITHE POLE CONCRETE BASE; LOCATED 300' SOUTH OF CARMEL DRIVE, ON WEST SIDE OF ASPHALT DRIVE AND AT SE CORNER OF #1185 CARMEL DRIVE LOT 3, OUTLOT 17 IN CARMEL SCIENCE TECHNOLOGY PARK. ELEVATION 847.83 TBM #1 GENERAL NOTES: 1. EROSION CONTROL MEASURES SHALL BE ADHERED TO DURING ALL PHASES OI• CONSTRUCTION. 2. DISTURBED AREAS SHALL BE TEMPORARILY SEEDED IF SOIL IS TO BE LEFT EXPOSED FOR LONGER THAN 7 DAYS. TEMPORARY SEEDING SHALL BE PER- FORMED IN ACCORDANCE WITH THE SEASONAL SOIL PROTECTION CHART HOWN ON THIS SHEET. 3. ALL EXISTING VEGETATION LOCATED OUTSIDE THE GRADING OR EARTHWORK LIMITS IS TO REMAIN UNDISTURBED, AS DIRECTED BY THE OWNER 4. ALL FINAL GRADE AREAS WITHIN THE CONSTRUTION LIMIT SHALL. BE PER- MANENTLY SEEDED IN ACCORDANCE WITH THE SEASONAL SOIL PROTECTION CHART. FURTHERMORE, PERMANENT SEEDING SHALL BE APPLIED ON ALL DISTURBED AREAS WHERE ADDITIONAL WORK IS NOT EXPECTED FOR A PERIOD OF MORE THAN ONE YEAR. 5. ALL SEEDING SHOWN ON THIS SHEET SHALL BE PERMANENT AND SHALL._ I-3E DONE IN ACCORDANCE WITH THE SEASONAL SOIL PROTECTION CHART. 6. FOR SEEDING SCHEDULE AND EROSION CONTROL DETAILS, SEE THIS SHEET. SOIL CONSERVATION SERVICES RULE 5 PROJECT INFORMATION: 1A. THE PROJECT LOCATION MAP IS LOCATED ON THE COVER SHEET. 1B. THIS PROJECT CONSISTS OF CONSTRUCTION OF TWO BUILDINGS SERVING OFFOCE AND FLEX WAREHOUSE AND ASSOCIATED PARKING LOT. 10. PLANNED AND'OR EXISTING ROADS, UTILITIES AND STRUCTURES ARE SHOWN ON PLAN SHEETS 3, 4 6. 1D. LAND USE OF ADJACENT AREAS: NORTH: 122th STREET SOUTH: DETENTION POND EAST: CONGRESSIONAL BOULEVARD WEST: COMMERCIAL SITE /WOODED AREA 2A. 1HE SITE CONSISTS OF GRASS AND BRUSH 2B. THERE IS NO DETENTION SYSTEM ON THE SITE. 2C. THERE ARE NO FLOODWAYS ON THIS PROJECT. 2D. SOILS INFORMATION IS PROVIDED ON THIS SHEET. 2E. EXISTING AND PROPOSED ELEVATIONS ARE SHOWN ON SHEET 5. 2F. EXISTING WATER IS COLLECTED BY SWALES AND ON -SITE SYSI EM OF INLETS AND PIPES. 2G. THE ULTIMATE RECEIVING WATERS FOR THIS SITE IS W. R. FERTIG DRAIN. 2H. THERE ARE PROPOSED STORM WATER FACILITIES FOR THIS SITE. 21. STORM WATER SYSTEM LOCATION IS SHOWN ON SHEET 7 3A. THE LOCATION AND DIMENSIONS OF THE LAND DISTURBANCE ACTIVITY IS SHOWN ON THE COVER SHEET. 3B. THERE WILL BE NO STOCKPILES AND'OR BORROW AREAS UTILIZED DURING CONSTRUCTION. ALL EXCESS SOIL SHALL BE UTILIZED IN FILL PLACEMENT FOR CONSTRUCTION OF THIS PROJECT. 4A. DRAFT EROSION AND SEDIMENT CONTROL SEQUENCE FOR TYPICAL COMMERCIAL CONSTRUCTION SITE a). BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G., WETLANDS) TO BE PRESERVED, AND VEGETATION SUITABLE FOR FILTER STRIPS. NW CORNER TRANSFORMER PAD LOCATED 40' SOUTH OF THE CENTERLINE OF 122nd STREET AND 50' WEST OF THE CENTERLINE OF CONGRESSIONAL BOULEVARD. ELEVATION 843.80 Tr. A c,. INS ALL S T FENC A 0 ST'U TIN I IT IN (SEE THIS SHEET) INSTALL FILTER FABRIC INLET PROTECTION ON S N P R TE' INLETS d). STA' •1(0.1 .41,..4J, E 1 TABLISH AREA ON SITE TO BEGIN EARTHWORK PRACTI E FINISH GRADE AND TEMPORY SEED PERMETER OF THE SITE. T M'ORARY SEED ALL DISTURBED AREAS e). INSTALL 0. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETED g). COMPLETE PARKING LOTS, ROADWAYS AND CURBS h). TEMPORARY SEED ALL DISTURBED AREAS 1). COMPLETE BUILDING j). ANAL GRADE AND LANDSCAPING k). COMPLETE FINAL SEEDING I). MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED 4B. MONITORING AND MAINTENANCE REQUIREMENTS ARE INCLUDED ON THIS SHEET. 4C. PERIMETER SEDIMENT CONTROL IN INDICATED ON THIS SHEET. 4D. TEMPORARY SEEDING REQUIREMENTS ARE INDICATED ON THIS SHEET. 4E. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE INDICATED ON THIS SHEET. 4F. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES ARE INDICATED ON THIS SHEET. 4G, STORMWATER INLET PROTECTION DETAIL IS SHOWN ON SHEET NO. 10 4H. STORMWATER OUTLET PROTECTION DETAIL IS SHOWN ON SHEER NO.10 41. THE PROPOSED CONSTRUCTION ENTRANCE AND DETAIL IS LOCATED ON THIS SHEET. 4J. THERE ARE NO INDIVIDUAL LOTS ASSOCIATED WITH THIS SITE PLAN. 4K. PERMANENT SEEDING REQUIREMENTS ARE SHOWN ON [HIS SI IF.1- 1 LJI CIVV. ,_)y KRG _ChecKed iY GEM c... ce co igi ?nd ED BY: 1 -States 970 Logan Street. Suite 202 Noblesville, !N 46060 (3 776-8665 Phone EnoinEaino (317) 776-8666 Fax PREPARED FOR J. C. HART COMPANY, INC. 10401 North Meridian Street, Ste. 210 Indianapolis, IN 46290 DATE: 0305'2004 SCALE: 1" =30' PROJECT NO. 17 -0146 SHEET NO. 7 .-,,i-s. 0 B011 OM Of- DI I CH DI I I CHECK L GROUND UNE POST HO AL Li\ CONSTRUCTION LIMITS FABRIC SILT FENCE____ DETAIL FftTER FABRIC EXTENDS INTO TRENCH SLOPE CHECK BACKFILL FLOW EXIST ING SOIL 6 "x6' FRENCH LC _I I ('41 WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS JOINING FENCES SIDE/REAR YARD SETBACKA I \CONSTRUCTION LIMITS S88° 49' 16 "W 435, 00 NO SCALE TEMPORARY CONSTRUCTION __ENTRANCE r e r `77 10' SIDE-REAR LAND m y Aro I 1.' :1[ EXISTING l 1 LEGEND al ORM MANHOLE, YARD DRAIN, CLEAN -OUT SANITARY MANHOLE STORM SWALE FILTER FABRIC INSERT STRAVVBALE MH PROTECTION SILT FENCE TEMPORARY SEEDING CONSTRUCTION LIMITS PROPOSED NOTE: SEE DETAIL SHEET FOR ADDITIONAL EROSION CONTROL DETAILS 4 I J. W L W L L .L W W W 'L w w w J. L L L t,. L 1• J I.i 0. .77 T 7� DUMPSTER AND REACTION PAD ilia 01 h�P W •L .L .L •L •t• •L w Y L L X J. .L W Jamw •L .1, v W •L w v W .ir W 4 •L w W.. 'L •1• •L W W W W. W W W W •1• W .L .4 W• i W y J 1 w J• W J• W W L W w v J.. w y W L L J• •L 1• I J• y W w y W J W W J L •y i W L w .l• J. J• L W L .L J• BUILDING THREE 12,406 S.F. FFE= 845.10 T5,'. UZIL .F-ASEME`1iT J• J 1. L L J• I W li ono 1ui 1:• 1 1 c Weft G- CI) .EROSION CONTROL MEASURE STONE ENTRANCE SILT FENCE EXISTING INLET PROTECTION TREE PROTECTION TEMPORARY DIVERSIONS TEMPORARY SEEDING PERMANENT SEEDING EROSION CONTROL MATTING STRAW BALES INLET PROTECTION SEED, SOD LANDSCAPE AROUND UNITS FINISHED REMOVAL OF STRAW BALES REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE EROSION CONTROL NOTES 1 CONSTRUCTION ACTIVITY 1 INCLUDE BUILDING PARKING LOT. 2. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING EROSION AND SEDIMENT MIGRATION FROM THE SITE. 3. EXISTING VEGETATIVE COVER SHALL BE PRESERVED IN AREAS NOT DISTURBED BY CONSTRUCTION ACTIVITY. 4. ALL DISTURBED AREAS SHALL BE TEMPORARILY SEEDED IMMEDIATELY UPON COMPLETION OF ROUGH GRADING. 5. THE SITE IS NOT LOCATED IN A 100 -YEAR FLOOD PLAIN PER FEMA FLOOD HAZARD BOUNDARIES. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR WHEN IT IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND REPLACE SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO EXISTING STREETS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. S rABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUN. JUL ._AUG__ SEPT. OCT 140V ()CC, A I I 1) PCRMANEIJt SEEDING DORMANT SEEDING SEEDING SODDING B -0 mmilimmirm MULCHING A KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C SPRING OATS 3 BUSHEUACRE D WHEAT OR RYE 2 BUSHEUACRE E ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.) F SOD G STRAW MULCH 2 TONS /ACRE. 1 :k 1 IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPT. IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SEASONAL SOIL PROTECTION CHART CrA NA N:4 NA E 1/1/11/// -t) F //I 3k -4> EROSION CONTROL SCHEDULE MAINTENANCE AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WEEKLY, AFTER STORM EVEN1 S, AND AS NEEDED WATER AS NEEDED WATER AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WEEKLY, AFTER STORM EVENIS, AND AS NEEDED WEEKLY, AFTER STORM EVENTS, AND AS NEEDED WATER AS NEEDED CrA D SITE Br LOCATION 1 1 O i B Br CrA MmB2 Br COLLEGE DRIVE SOILS LEGEND Br SOILS MAP CrA Broodston Silty Clay Loam Crosby Silt Loam (0 to 2% slopes) Miami Silt Loam (2 to 6% slopes, eroded) INSTAUAT1ON SEQUENQE PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING ALONG WI rH ROUGH GRADING AFTER ROUGH GRADING AFTER FINISH GRADING AFTER FINISH GRADING AF I ER FINISH GRADING AFTER EACH INLET IS PLACED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED BENCHMARK NOTE "DOI!' I I.1 I I.; F31 (III; i� DI_► 38 c ..I 1: Al L hl. l CIHL_ (11] i; I SCALE 1" 30' 0' 30' 60 TBM 111- 1094 -01 FND. CUT 'p' TOP EAST FACE OF LITHE POLE CONCRETE BASE; LOCATED 300' SOUTH OF CARMEL DRIVE, ON WEST SIDE OF ASPHALT DRIVE AND AT SE CORNER OF #1185 CARMEL DRIVE LOT 3, OUTLOT 17 IN CARMEL SCIENCE TECHNOLOGY PARK. ELEVATION 847.83 TBM #1 GENERAL NOTES: 1. EROSION CONTROL MEASURES SHALL BE ADHERED TO DURING ALL PHASES OI• CONSTRUCTION. 2. DISTURBED AREAS SHALL BE TEMPORARILY SEEDED IF SOIL IS TO BE LEFT EXPOSED FOR LONGER THAN 7 DAYS. TEMPORARY SEEDING SHALL BE PER- FORMED IN ACCORDANCE WITH THE SEASONAL SOIL PROTECTION CHART HOWN ON THIS SHEET. 3. ALL EXISTING VEGETATION LOCATED OUTSIDE THE GRADING OR EARTHWORK LIMITS IS TO REMAIN UNDISTURBED, AS DIRECTED BY THE OWNER 4. ALL FINAL GRADE AREAS WITHIN THE CONSTRUTION LIMIT SHALL. BE PER- MANENTLY SEEDED IN ACCORDANCE WITH THE SEASONAL SOIL PROTECTION CHART. FURTHERMORE, PERMANENT SEEDING SHALL BE APPLIED ON ALL DISTURBED AREAS WHERE ADDITIONAL WORK IS NOT EXPECTED FOR A PERIOD OF MORE THAN ONE YEAR. 5. ALL SEEDING SHOWN ON THIS SHEET SHALL BE PERMANENT AND SHALL._ I-3E DONE IN ACCORDANCE WITH THE SEASONAL SOIL PROTECTION CHART. 6. FOR SEEDING SCHEDULE AND EROSION CONTROL DETAILS, SEE THIS SHEET. SOIL CONSERVATION SERVICES RULE 5 PROJECT INFORMATION: 1A. THE PROJECT LOCATION MAP IS LOCATED ON THE COVER SHEET. 1B. THIS PROJECT CONSISTS OF CONSTRUCTION OF TWO BUILDINGS SERVING OFFOCE AND FLEX WAREHOUSE AND ASSOCIATED PARKING LOT. 10. PLANNED AND'OR EXISTING ROADS, UTILITIES AND STRUCTURES ARE SHOWN ON PLAN SHEETS 3, 4 6. 1D. LAND USE OF ADJACENT AREAS: NORTH: 122th STREET SOUTH: DETENTION POND EAST: CONGRESSIONAL BOULEVARD WEST: COMMERCIAL SITE /WOODED AREA 2A. 1HE SITE CONSISTS OF GRASS AND BRUSH 2B. THERE IS NO DETENTION SYSTEM ON THE SITE. 2C. THERE ARE NO FLOODWAYS ON THIS PROJECT. 2D. SOILS INFORMATION IS PROVIDED ON THIS SHEET. 2E. EXISTING AND PROPOSED ELEVATIONS ARE SHOWN ON SHEET 5. 2F. EXISTING WATER IS COLLECTED BY SWALES AND ON -SITE SYSI EM OF INLETS AND PIPES. 2G. THE ULTIMATE RECEIVING WATERS FOR THIS SITE IS W. R. FERTIG DRAIN. 2H. THERE ARE PROPOSED STORM WATER FACILITIES FOR THIS SITE. 21. STORM WATER SYSTEM LOCATION IS SHOWN ON SHEET 7 3A. THE LOCATION AND DIMENSIONS OF THE LAND DISTURBANCE ACTIVITY IS SHOWN ON THE COVER SHEET. 3B. THERE WILL BE NO STOCKPILES AND'OR BORROW AREAS UTILIZED DURING CONSTRUCTION. ALL EXCESS SOIL SHALL BE UTILIZED IN FILL PLACEMENT FOR CONSTRUCTION OF THIS PROJECT. 4A. DRAFT EROSION AND SEDIMENT CONTROL SEQUENCE FOR TYPICAL COMMERCIAL CONSTRUCTION SITE a). BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G., WETLANDS) TO BE PRESERVED, AND VEGETATION SUITABLE FOR FILTER STRIPS. NW CORNER TRANSFORMER PAD LOCATED 40' SOUTH OF THE CENTERLINE OF 122nd STREET AND 50' WEST OF THE CENTERLINE OF CONGRESSIONAL BOULEVARD. ELEVATION 843.80 Tr. A c,. INS ALL S T FENC A 0 ST'U TIN I IT IN (SEE THIS SHEET) INSTALL FILTER FABRIC INLET PROTECTION ON S N P R TE' INLETS d). STA' •1(0.1 .41,..4J, E 1 TABLISH AREA ON SITE TO BEGIN EARTHWORK PRACTI E FINISH GRADE AND TEMPORY SEED PERMETER OF THE SITE. T M'ORARY SEED ALL DISTURBED AREAS e). INSTALL 0. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETED g). COMPLETE PARKING LOTS, ROADWAYS AND CURBS h). TEMPORARY SEED ALL DISTURBED AREAS 1). COMPLETE BUILDING j). ANAL GRADE AND LANDSCAPING k). COMPLETE FINAL SEEDING I). MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED 4B. MONITORING AND MAINTENANCE REQUIREMENTS ARE INCLUDED ON THIS SHEET. 4C. PERIMETER SEDIMENT CONTROL IN INDICATED ON THIS SHEET. 4D. TEMPORARY SEEDING REQUIREMENTS ARE INDICATED ON THIS SHEET. 4E. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE INDICATED ON THIS SHEET. 4F. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES ARE INDICATED ON THIS SHEET. 4G, STORMWATER INLET PROTECTION DETAIL IS SHOWN ON SHEET NO. 10 4H. STORMWATER OUTLET PROTECTION DETAIL IS SHOWN ON SHEER NO.10 41. THE PROPOSED CONSTRUCTION ENTRANCE AND DETAIL IS LOCATED ON THIS SHEET. 4J. THERE ARE NO INDIVIDUAL LOTS ASSOCIATED WITH THIS SITE PLAN. 4K. PERMANENT SEEDING REQUIREMENTS ARE SHOWN ON [HIS SI IF.1- 1