The URL can be used to link to this page

Home My WebLink About3U 0 s= v d L 0 0 a� 3 x I 00 n co rn � 3 � co 0 x 66 'q- o I 00 O OC N 0 0 iT T 3 L -o 0 a I � Go00 0 +0 0 0 � o rn d 3 a 0 I 0 0 00 4_1 cfl � rn m m x I +b 00 0 0 o a vi 3 a � X Ld a� ao a 00 o 0 m % o 0 U / 0 Q +/+ 0 N 0 0 0 0 0 3 0_ � 7) L �Q a O 0 Elm Cn M rn 0 U irio_y Q N 0 0 O Er -m p N o U c C Y Cn E 0� z(n 41 0 _0 a IC) > U �Vw 0 +� >' rn / J J U N ALL CONSTRUCTION TRAFFIC IS TO ENTER THE SITE FROA THE PARKWOOD WEST ENTRANCE OFF 96TH STREET BETWEEN GRANITE CITY AND THE PARKING GARAGE. O NORTH \ \ 84 TC 837.85 0 20 40 60 IN, INV. 829.13(W) SD INV. 829.23(S) \ SCALE: 1 "=20' F� (10 x 6" CONCRETE CURB ... ... ... _...-.�� CONSTRUCTION LIMITS i ► XTC 837-.-4'5- -Z 7 o INV N 829.43 L N INV S 829.50 J FUEL OIL TANK X _- (DOUBLE WALL) a CONSTRUCTION --- PUMPS ASPHALT PORT -O -LET _...... x 0 El, GRASS \-CNOONTRACTOR OF SHALL OPOST CONSTRUCTION TRAILER _ f I CONSTRUCTION ENTRANCE v �; X EASEMENT 108051908 I I J 837......... _ . PVC CONDUIT MARKER CONCRETE WASHOUT v (SEE DETAIL SKEET- �C.&00) CONSTRUCTION SEQUENCE 1. THE NOTICE OF INTENT (N01) LETTER SHALL BE SUBMITTED TO IDEM PRIOR TO INITIATION OF LAND DISTURBING ACTIVITIES. 2. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ONSITE SWPPP. COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEWS AFTER EACH 1/2" RAINFALL AND A MINIMUM OF ONE TIME A WEEK. 3. A PRE -CONSTRUCTION MEETING WITH CITY OF CARMEL MUST BE HELD BEFORE ANY LAND DISTURBING ACTIVITIES MAY COMMENCE. AFTER THE PERIMETER PRACTICES HAVE BEEN INSTALLED. NOTIFY ROB BECK, RULE 5 COORDINATOR, AT (317) 233-1864 OR RBECKOIDEM.STATE.IN.US AND THE CITY OF CARMEL (317) 571-2441. 4. POST THE CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE. INCLUDE A COPY OF THE N01 AND THE CONTACT INFORMATION FOR THE PERSON RESPONSIBLE FOR IMPLEMENTING THE SWPPP. THE SWPPP SHOULD BE ONSITE AND WEEKLY SITE REPORTS NEED TO BE AVAILABLE WITHIN 48 HOURS OF A REQUEST. 5. INSTALL SILT FENCE AND INLET PROTECTION ON EXISTING INLETS AND CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 6. INSTALL FUELING AREA, PORT -A -LET, CONSTRUCTION DUMPSTER, CONCRETE WASHOUT FACILITY AND STAGING AREA. 7. PERFORM REQUIRED SITE DEMOLITION. 8. PREPARE BUILDING PAD FOR BUILDING ADDITION. 9. BEGIN CONSTRUCTION OF BUILDING. 10. INSTALL SANITARY LATERAL AND STORM SEWER. 11. ROUGH GRADE SITE. 12. CONSTRUCT CURB, DRIVES, PARKING LOT, AND SIDEWALKS. AND MAKE ANY FINAL REPAIRS TO EXISTING HARDSCAPE AND LANDSCAPING. 13. PERFORM FINAL GRADING. 14. PLACE SOD AND REMAINING LANDSCAPING, AND REVIEW FINAL STABILIZATION. 15. REMOVE SILT FENCE, AND INLET PROTECTION AND CLEAN ALL PERMANENT BMPS AFTER ALL AREAS ARE STABILIZED. 16. ONCE THE CONSTRUCTION ACTIVITY IS COMPLETED (BY RULE LANGUAGE, WHEN FINAL STABILIZATION HAS OCCURRED), A COMPLETED RULE 5 NOTICE OF TERMINATION (NOT) FORM MUST BE SUBMITTED TO IDEM, WITH A COPY BEING SENT TO CITY OF CARMEL ENGINEERING DEPARTMENT. GENERAL NOTES TC 838.0 108 I \ INV. 831.3 (E) INV. 831.2 (N) ( ` INV. 831.3p(S) INV. 834.90(W) I --------- . CP X I ' I o • i \ 3 CONSTRUCTION LIMITS -111c, � X I ` I fl PROPOSED BUILDING FOOTPRINT ►I_ 6" C NCRETE CURB 00 5� X CONSTRbCT1ION ��IMITS II 2' CON RETE CHAIRBAC CURB ` I I TC 838.2:s86 I ivy INV. 833. 6(E) \\ X INV. 832.1gg 6(N)00 11 0) F__ 1 TC 838.28 CO 00 J INV W 833:29 CO \:c`\ GRASS \.838 x / I TEMPO TOPSOIL STOCKPILE TEMPORARY AS ALT 839 8 3S/ - - -ETLr oF1'c - - - - - -SET - - - -_ �l<rc._. �...._ -_ oEr�- - -SAINT - --- SAN---- -SAN- --USAN- �`.�---SAN- - 8"PVC SAN----- USAN N- - TSAff .. 8"PVC CONCRETE RAMP CRETE "` -� Ld I 8�9 CONSTRUCTION LIMITSD- TC 839.06 83 6 - - _ - gag INV W 825.38 INV E 825.44 TC 838.32\F\ INV W 834.34 EX LJ I ASPHALT \ WEST 96th STRE9T ` i ice' 6" CONCRETE ISLAND - ALL AREAS THAT ARE LEFT UNDISTURBED FOR 14 DAYS SHALL RECEIVE SEED AND MULCH. SEEDBED PREPARATION FOR PERMANENT SEEDING: 1. TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND ADDITIONAL SOILS INFORMATION.) 2. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, 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 ANALYSIS, OR EQUIVALENT, FERTILIZER. 4. APPLY TOPSOIL BACK ON COMMON AREAS AND OTHER AREAS WHERE POSSIBLE. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2-4 INCHES DEEP WITH A DISC OR RAKE OPERATED ACROSS THE SLOPE. LEGEND CONSTRUCTION LIMITS "`• \\\ •\\\" ""\, "\"• " \\"`\ SILT FENCE X _ x INLET PROTECTION ❑ (SEE DETAIL C600) SOILS MAP NOT TO SCALE SOILS LEGEND HAMILTON COUNTY, INDIANA (IN057) Br BROOKSTON SILTY CLAY LOAM CrA CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES CONSTRUCTION SWPPP 1. HYDROLOGIC UNIT CODE: 05120201090060. 2. STORMWATER WILL DISCHARGE INTO THE EXISTING R/W ALONG 1-465, THEN WEST TO WILLIAMS CREEK 3. POST -CONSTRUCTION PEAK DISCHARGE: 6.36 CFS (10 -YEAR). 4. ALL STORMWATER WILL LEAVE THE SITE THROUGH AN 18" STORM PIPE AT THE NORTHWEST CORNER OF THE SITE WHERE IT ENTERS THE DETENTION SYSTEM FOR THE OVERALL DEVELOPMENT (PARKWOOD WEST). THE OUTLET FOR PARKWOOD WEST IS LOCATED IN THE NORTHWEST CORNER OF THE DEVELOPMENT AND OUTLETS TO THE EXISTING RIGHT-OF-WAY DITCH ALONG 1-465, THEN EVENTUALLY WILLIAMS CREEK. 5. THERE ARE NO POTENTIAL LOCATIONS FOR STORMWATER TO BE DIRECTLY DISCHARGED INTO THE GROUNDWATER. 6. A. SOILS INFORMATION: Br - BROOKSTON SILTY CLAY LOAM - THIS DARK COLORED, SILTY IN TEXTURE AND ON DEPRESSIONAL UPLANDS. IT IS DEEP AND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH OF 40-60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATE PERMEABILITY AND PONDED SURFACE WATER. CrA - CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. B. LIME STABILIZATION OF THE SOILS WILL BE PERFORMED AS NECESSARY TO OVERCOME ANY OF THE POTENTIAL SOIL LIMITATIONS LISTED ABOVE. 7. POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE CONCRETE WASTE WATER, TRASH, FOSSIL FUELS, OIL, GREASE, PAINT, LAWN CHEMICALS, AND SOIL/SEDIMENT. EXPOSURE OF THESE POLLUTANTS TO STORMWATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND PORT -A -LET PLACEMENT IN DESIGNATED AREAS AS SHOWN ON THIS SHEET. 8. ALL TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES ARE SHOWN ON THIS PLAN AND IN THE CONSTRUCTION DETAIL SHEETS. TEMPORARY MEASURES INCLUDE INLET PROTECTION, EROSION CONTROL BLANKET, SEEDING, AND SILT FENCE. PERMANENT ITEMS INCLUDE SEEDING, LANDSCAPING, AND THE BMP'S, WHICH ARE COVERED IN DETAIL IN THE BMP OPERATION AND MAINTENANCE MANUAL. 9. THE CONSTRUCTION SEQUENCE IS PROVIDED ON THIS SHEET. 10. THE TEMPORARY STOCKPILE LOCATION IS ON THE PLAN ON THIS SHEET. 11. THE SEEDING SCHEDULE IS PROVIDED ON SHEET C600. 12. SEE PLAN ON THIS SHEET. 13. MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES BELOW: EMERGENCY RESPONSE: 911 CARMEL FIRE DEPARTMENT: (317) 571-2600 CARMEL POLICE DEPARTMENT: (317) 571-2500 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (888) 233-7745 CONSTRUCTION EQUIPMENT i. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, SO THAT POTENTIAL SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION. IF AN OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING 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 OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. ii. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. iii. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, 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 OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, 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 OR IN THE OPEN ON THE CONSTRUCTION SITE. CONSTRUCTION MATERIALS I. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED. ii. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. iii. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS OR APPROVED EQUAL. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. iv. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE PLANS. v. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. vi. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED CONCRETE WASHOUT AREAS. CONCRETE WASTE WATER SHALL BE DISCHARGED INTO A 4' -HIGH, 10' -DIAMETER DOUGHNUT -TYPE MULCH BERM CONSTRUCTED OVER A GEOTEXTILE FABRIC. CONTRACTOR SHALL INSPECT THIS AREA ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER MANNER. SEE DETAIL ON SHEET C402. vii.ALL EXCESS PAINT AND THEIRRELATED EPRODUCTS SHALL BE DISPOSED OF IN THE MANNER BY WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTAL CONTAMINATION, ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT (317)571-2600 SHOULD BE CONTACTED IMMEDIATELY T DETERMINE I F D EL 0 DETE E F FURTHER MEASURES ARE NEEDED. 14. OWNER CONTACT RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR PROJECT SITE: LAKE CITY BANK NOTE: ONCE A GENERAL CONTRACTOR IS SELECTED, THEY SHALL APPOINT A DESIGNATED QUALIFIED STORMWATER INSPECTOR TO PERFORM THE REQUIRED SITE INSPECTIONS AND PROVIDE THE DOCUMENTATION TO THE CITY OF CARMEL DON'T DIG BLIND "HOLEY MOLEY" 1-800-382-5544 �Sii�itc£SP4ffkii##iiilsfr:„ Jai j a N o > X 1. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON a � M•ej,'.o STATE OF 1 ... #ss THE SITE IN SUCH A WAY THAT THEY E SITE 13Y THE ACTION OF �FORCES. L NOT B ORTED FROM TMMANAGEMENT _O WI NDS, STORMWATER RUNOFF, OR OTHER PROPERPDISPOSAL OR OF ALL WASTES :------ AND UNUSED D BUILDING MATERIALS, ---------- ---- _--------- ALS, APPROPRWTE TO THE NATURE OF THE WASTE OR MATERIAL, IS -- REQUIRED. _N F 2. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING i OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT W ` SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION. P � i X 3 . THIS EROSION _ PLAN SHALL E IMPLEMENTED NALL AREAS WITHIN THE GALL 15" RCP _ SD ----- ._.-........ CONSTRUCTON SITE MEASURES BNVOLVING EROSION CONTROISTURBED RACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL, AND FOLLOWING TC 838.3t(E) N10200 102 V) .............. i M 8 38 ` THE PLANS AND SPECIFICATIONS INCLUDED HEREIN. INV. 834. 0 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. : W 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE CITY OF CARMEL CO EX7� 38.07 VL J INV vy 831.65\ "GRASS 6. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER MANAGEMENT ` 1 �, PERMIT. TC 838.0 108 I \ INV. 831.3 (E) INV. 831.2 (N) ( ` INV. 831.3p(S) INV. 834.90(W) I --------- . CP X I ' I o • i \ 3 CONSTRUCTION LIMITS -111c, � X I ` I fl PROPOSED BUILDING FOOTPRINT ►I_ 6" C NCRETE CURB 00 5� X CONSTRbCT1ION ��IMITS II 2' CON RETE CHAIRBAC CURB ` I I TC 838.2:s86 I ivy INV. 833. 6(E) \\ X INV. 832.1gg 6(N)00 11 0) F__ 1 TC 838.28 CO 00 J INV W 833:29 CO \:c`\ GRASS \.838 x / I TEMPO TOPSOIL STOCKPILE TEMPORARY AS ALT 839 8 3S/ - - -ETLr oF1'c - - - - - -SET - - - -_ �l<rc._. �...._ -_ oEr�- - -SAINT - --- SAN---- -SAN- --USAN- �`.�---SAN- - 8"PVC SAN----- USAN N- - TSAff .. 8"PVC CONCRETE RAMP CRETE "` -� Ld I 8�9 CONSTRUCTION LIMITSD- TC 839.06 83 6 - - _ - gag INV W 825.38 INV E 825.44 TC 838.32\F\ INV W 834.34 EX LJ I ASPHALT \ WEST 96th STRE9T ` i ice' 6" CONCRETE ISLAND - ALL AREAS THAT ARE LEFT UNDISTURBED FOR 14 DAYS SHALL RECEIVE SEED AND MULCH. SEEDBED PREPARATION FOR PERMANENT SEEDING: 1. TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND ADDITIONAL SOILS INFORMATION.) 2. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, 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 ANALYSIS, OR EQUIVALENT, FERTILIZER. 4. APPLY TOPSOIL BACK ON COMMON AREAS AND OTHER AREAS WHERE POSSIBLE. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2-4 INCHES DEEP WITH A DISC OR RAKE OPERATED ACROSS THE SLOPE. LEGEND CONSTRUCTION LIMITS "`• \\\ •\\\" ""\, "\"• " \\"`\ SILT FENCE X _ x INLET PROTECTION ❑ (SEE DETAIL C600) SOILS MAP NOT TO SCALE SOILS LEGEND HAMILTON COUNTY, INDIANA (IN057) Br BROOKSTON SILTY CLAY LOAM CrA CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES CONSTRUCTION SWPPP 1. HYDROLOGIC UNIT CODE: 05120201090060. 2. STORMWATER WILL DISCHARGE INTO THE EXISTING R/W ALONG 1-465, THEN WEST TO WILLIAMS CREEK 3. POST -CONSTRUCTION PEAK DISCHARGE: 6.36 CFS (10 -YEAR). 4. ALL STORMWATER WILL LEAVE THE SITE THROUGH AN 18" STORM PIPE AT THE NORTHWEST CORNER OF THE SITE WHERE IT ENTERS THE DETENTION SYSTEM FOR THE OVERALL DEVELOPMENT (PARKWOOD WEST). THE OUTLET FOR PARKWOOD WEST IS LOCATED IN THE NORTHWEST CORNER OF THE DEVELOPMENT AND OUTLETS TO THE EXISTING RIGHT-OF-WAY DITCH ALONG 1-465, THEN EVENTUALLY WILLIAMS CREEK. 5. THERE ARE NO POTENTIAL LOCATIONS FOR STORMWATER TO BE DIRECTLY DISCHARGED INTO THE GROUNDWATER. 6. A. SOILS INFORMATION: Br - BROOKSTON SILTY CLAY LOAM - THIS DARK COLORED, SILTY IN TEXTURE AND ON DEPRESSIONAL UPLANDS. IT IS DEEP AND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH OF 40-60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATE PERMEABILITY AND PONDED SURFACE WATER. CrA - CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. B. LIME STABILIZATION OF THE SOILS WILL BE PERFORMED AS NECESSARY TO OVERCOME ANY OF THE POTENTIAL SOIL LIMITATIONS LISTED ABOVE. 7. POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE CONCRETE WASTE WATER, TRASH, FOSSIL FUELS, OIL, GREASE, PAINT, LAWN CHEMICALS, AND SOIL/SEDIMENT. EXPOSURE OF THESE POLLUTANTS TO STORMWATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND PORT -A -LET PLACEMENT IN DESIGNATED AREAS AS SHOWN ON THIS SHEET. 8. ALL TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES ARE SHOWN ON THIS PLAN AND IN THE CONSTRUCTION DETAIL SHEETS. TEMPORARY MEASURES INCLUDE INLET PROTECTION, EROSION CONTROL BLANKET, SEEDING, AND SILT FENCE. PERMANENT ITEMS INCLUDE SEEDING, LANDSCAPING, AND THE BMP'S, WHICH ARE COVERED IN DETAIL IN THE BMP OPERATION AND MAINTENANCE MANUAL. 9. THE CONSTRUCTION SEQUENCE IS PROVIDED ON THIS SHEET. 10. THE TEMPORARY STOCKPILE LOCATION IS ON THE PLAN ON THIS SHEET. 11. THE SEEDING SCHEDULE IS PROVIDED ON SHEET C600. 12. SEE PLAN ON THIS SHEET. 13. MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES BELOW: EMERGENCY RESPONSE: 911 CARMEL FIRE DEPARTMENT: (317) 571-2600 CARMEL POLICE DEPARTMENT: (317) 571-2500 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (888) 233-7745 CONSTRUCTION EQUIPMENT i. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, SO THAT POTENTIAL SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION. IF AN OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING 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 OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. ii. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. iii. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, 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 OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, 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 OR IN THE OPEN ON THE CONSTRUCTION SITE. CONSTRUCTION MATERIALS I. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED. ii. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. iii. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS OR APPROVED EQUAL. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. iv. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE PLANS. v. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. vi. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED CONCRETE WASHOUT AREAS. CONCRETE WASTE WATER SHALL BE DISCHARGED INTO A 4' -HIGH, 10' -DIAMETER DOUGHNUT -TYPE MULCH BERM CONSTRUCTED OVER A GEOTEXTILE FABRIC. CONTRACTOR SHALL INSPECT THIS AREA ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER MANNER. SEE DETAIL ON SHEET C402. vii.ALL EXCESS PAINT AND THEIRRELATED EPRODUCTS SHALL BE DISPOSED OF IN THE MANNER BY WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTAL CONTAMINATION, ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT (317)571-2600 SHOULD BE CONTACTED IMMEDIATELY T DETERMINE I F D EL 0 DETE E F FURTHER MEASURES ARE NEEDED. 14. OWNER CONTACT RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR PROJECT SITE: LAKE CITY BANK NOTE: ONCE A GENERAL CONTRACTOR IS SELECTED, THEY SHALL APPOINT A DESIGNATED QUALIFIED STORMWATER INSPECTOR TO PERFORM THE REQUIRED SITE INSPECTIONS AND PROVIDE THE DOCUMENTATION TO THE CITY OF CARMEL DON'T DIG BLIND "HOLEY MOLEY" 1-800-382-5544 �Sii�itc£SP4ffkii##iiilsfr:„ Jai j a N o > 0 �d� 0 a � M•ej,'.o STATE OF 1 ... #ss N _O _N W V) 0 m W N 0 O Z O O 00 00 N m V O O (n m O a o o 0 v TV WOOLPERT DESIGN IGEOSPATIAL I INFRAUrRUCTUpE 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 W a\�\ im 0 im \�. g s W 11I\ oll `,. . N O J z M Q0 a F- MZ LU < ~3:c Cn Cn a Z O Uj O j T - LU W W a v O Q0 J a a a SHEET NO. C110