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Home My WebLink About09040024 Lowe's Outdoor Expansion Large Plan Pg 3ACREAGE SUMMARY (IN ACRES) x rn X) PROJECT SITE AREA 16.52 TOTAL DISTURBED AREA 0.87 CHANGE IN IMPERVIOUS AREA AT COMPLETION -0.01 �w x rn X) 7- Z GREYHOUND PASS OAK RD E 146th ST ty W I-- W 3 r, 4.. 14•th j LD rx z i Y 71 L.., r PROJECT emu~ LOCATION f Oti l' LOCATION SKETCH N.T.S. Revisions: Date: 1 2 3 4 5 6 7 8 9 \llttt ll IIItl i ii 0S C'eORGFC TEA q co No 195$I v ST :r 4 'NDIAN' 8 /0N AL /lllf tt lt ll eai i Seal PROJECT MANAGER DATE PROJECT ENGINEER ARCHITECT DATE PROJECT DESIGNER DATE Copyright Q 2009 VI) AID Engiaceriag a Architeatur., PLLC Drawing Alteration It is a violation of law for any person, uNess acting under the direction of licensed Architect, Professional Engineer, Landscape Architect, or Land Surveyor to alter any Item On this document In any way. Any licensee who alters this document is required by law to affix his or her seal and to add the notation "Altered B followed by his or her signature and the specific description of the alteration or revision. 1 DO NOT SCALE PLANS I Copying, Printing, Software and other processes required to produce these prints can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be inaccurate. Contact APD Engineering with any need for additional dimensions or clarifications. r IIIIIII APD Engineering 615 Fishers Victor, NY 585.742.2222 585.924.4914.fax www.apd.com f Architecture, PLLC Run 14564 Lowe's Garden Center Expansion Store #1525 14598 Lowes Way City of Carmel Hamilton County, IN Project Name Location: Erosion Sediment Control Plan (Phase Drawing Name: 1 &II) Date: 2/27/09 Project No. 08 -0 166 Type: Drawn By: DPY ES 1 Drawing No. Scale: 1 60' 24x36 SOATES snma ti, q r V 0 v 9 Q 9 9 9 r •I 9 1 p p t f O rrr 4, 9 �f Q •t y .9 0 .p .0 1 Q 9 v 9 V v v 4•� f V 9.0 V �.9 9.9 .S• e •-j s -Q -p y p p 1 V v I• t, q t• 0 9, 9 s Q E OA 'I)IN� I?OCK 1 p p TC 823.50± BC 823.00± a;IIIT RWe 1 .75 21 EXISTING OPEN GARDEN CENTER TO REMAIN 823.45 D D TC 421.00 BC =°820.40 I 8T v lA T6 81.80 .._..Bc 8 1.30 D c/Bc 1.38 1 f 4 T /Be 82 §0 I TC .00 Naas 2.80± 1 822.80' 0 a 9 o V 9 V p q v V EXISTING LOWE'S STORE F .F .E 824.50± EXISTING TOTAL BUILDING 135497± SF EXISTING TOTAL GARDEN CENTER 4 199± SF 1 PROPOSED GARDEN CENTER EXPANSION A 17,225± SF NEW TOTAL GARDEN CENTER AREA 59;424± SF r te t 1461 1 824.25 824.25 1 -823 --822 SIRE 824.09 824,09 T EXIS ING COVERED GARDEN CENTER 1 REMAIN 823,19 TC 823.42± BC 822.92± 822 TC 82 BC 82 ir PROPOSED 8' VIDE DOUBLE SW[ GATE DOU �d 1 1 85± 35±1 1 SA 1 CONCRETE WASHOUT AREA I T A) B) V. LIMIT OF OUND DISTURBANCE AND BMP NSTALLATION (TYP) PROPOSED INLET PROTECTION (SE(3ErAIL) THE CONSTRUCTION EXIT AT THIS SITE MAKES USE OF THE EXISTING PAVED TRUCK ENTRANCE. SINCE THIS AREA CONSISTS OF AN IMPERVIOUS SURFACE, A STONE EXIT IS NOT PROPOSED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN VEHICLES PRIOR TO THEM EXITING THE SITE. THE CONSTRUCTION EXIT SHALL BE KEPT FRE°O ALL SILTS, SANDS, SEDIMENT, ,OR DEBRIS. ..28QPOSED LANDSCAPE AREA TO RE�EIYE MULCH AND SOD PROPOSED INLET PROTECTION (SEE DETAIL) PROPOSED LANDSCAPE AREA TO RECEIVE MULCH AND SOD INSTALL "JERSEY BARRIER" TO PREVENT ACCESS DURING CONSTRUCTION SWPPP INFORMATION SIGN LIMIT OF GROUND DISTURBANCE 1 AND BMP INSTALLATION 1 PROPOSED SILT DIKE (150') 1 1 STORMWATER RUNOFF LEAVES THE SITE VIA THE EXISTING STORM SEWER SYSTEM AND EVENTUALLY DRAINS TO THE COOL CREEK SEQUENCE OF CONSTRUCTION The General Contractor will be responsible for implementing the following Erosion and Sediment Control and Storm Water Management control measures. The General Contractor may designate these tasks to specific Subcontractors as necessary, but the ultimate responsibility for implementing these controls and ensuring their proper functioning remains with the General Contractor. Any designation of specific Construction Activity to a specific Subcontractor shall be documented on Form C -3 in the SWPPP. The order of activities will be as follows (refer to the Erosion and Sediment Control Plan Sheet ES l contained in this SWPPP for details): PHASE ONE DESCRIPTION AND DURATION OF PHASE: 0 30 6 A) A PRE CONSTRUCTION MEETING SHALL BE HELD BY THE LOWE'S PROJECT MANAGER AND THE OPERATOR'S ENGINEER PRIOR TO LAND DISTURBING ACTIVITIES. B) INSTALL PERIM ETER PROTECTION MEASURES IN THE LOCATIONS SHOWN ON THE SW PPP PLAN SHEET. C) INSTALL INLET PROTECTION AT THE LOCATIONS OF ALL GRATE INLETS AND CURB INLETS SHOWN ON THE SWPPP PLAN SHEET. D) INSPECTION BY LOWE'S CONSTRUCTION MANAGER, ENGINEERING MANAGER OR DESIGN ENGINEER UPON CONTRACTOR'S NOTIFICATION. PHASE TWO DESCRIPTION AND DURATION OF PHASE: C) F) G) BMP INSPECTIONS, MAINTENANCE, RECORD KEEPING AND SITE POSTING SHALL CONTINUE UNTIL FINAL STABILIZATION. COMM ENCE SITE DEMOLITION. IMPLEMENT TEMPORARY OR PERMANENT STABILIZATION FOR ALL AREAS OF THE SITE WHERE GRADING ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS. D) CONSTRUCT ALL CURB AND GUTTER, AND MODIFICATIONS TO EXISTING STORM DRAINAGE FRAMES, AS SHOWN ON THE PLANS. INLET PROTECTION MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. REPLACE ANY REMOVED INLET PROTECTION Avian: END OF EACH DAY. E) COMPLETE FINAL GRADING AND SEEDING, PLAN'T'ING AND MULCHING STABILIZATION. INSPECT AND CLEAN STORM DRAINAGE SYSTEM. REMOVE PERLMETER PROTECTION NIEASURES (SEDIMENT FENCING) ONLY AFTER ALL PAVING IS COMPLETE AND ALL EXPOSED SURFACES ARE STABILIZED. REMOVE INLET PROTECTIONS UPON COMPLETION OF PAVEMENT CONSTRUCTION. REFER TO SHEET C4 FOR E &S DETAILS 120 Graphic Scale: 1 =60' Msw..r.... 01 .Clii,ii/IJiif iiuiiii«Jii SA -ST w MINI NMI MI 1 892 T0= 882.50 9089200 44011. 4 180 SITE FEATURES x EXISTING PROPERTY LINE BUILDING UNE CONTOUR UNE SANITARY SEWER UNE STORM SEWER LINE WATER UNE PROPOSED BUILDING LINE LIMITS OF DISTURBANCE DIRECTION OF OVERLAND FLOW PROPOSED CONTOUR LINE SPOT ELEVATION CHAIN LINK FENCE SOIL NOTES SOIL TYPE: BROOKSTON SILTY CLAY LOAM SOIL TYPE: MIAMI SILT LOAM SOIL TYPE: SHOALS SILT LOAM SOIL TYPE: SLOAN SILTY CLAY LOAM SOIL AREA 8OUNDRY EROSION DETAILS SWPPP INFORMATION SIGN SILT DIKE ON PAVEMENT INLET PROTECTION EROSION SEDIMENT CONTROL NOTES 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION ACTIVITIES. 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. 4. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 14 DAYS OF FINAL GRADING. 5. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE SEEDED AS SPECIFIED. 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF 0.5 INCHES RAINFALL OR GREATER DURING A 24 HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY GOVERNING AGENCY. ALL MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF REPORT. 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL. ORDINANCES THAT APPLY. 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED BY THE CONTRACTOR AS DEEMED NECESSARY BY SITE INSPECTIONS. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLIST PERMANENT SOIL STABIUZATION. 11. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASIN AND SEDIMENT FENCE WHEN IT IS 25% FULL 12. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS. 13. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADE ELEVATIONS. 14. EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING EARTHWORK. EROSION CONTROL DEVICES TO BE MAINTAINED BY THE CONTRACTOR UNTIL UPSTREAM GROUNDCOVER HAS BEEN ESTABLISHED AND REMOVAL IS APPROVED BY THE OWNER'S REPRESENTATIVE. 15. SILT FENCE SHALL BE INSTALLED PER THE DETAIL THE BASE OF THE SILT FENCE SHALL BE EXCAVATED SO AS TO PROVIDE AN AREA TO BURY THE BOTTOM OF THE FABRIC AT LEAST 6 INCHES INTO THE GROUND. THE STAKES SHALL BE DRIVEN TO A DEPTH THAT WILL PLACE THE BOTTOM FABRIC AT THE BOTTOM OF THE TRENCH. THEN BACKFILL THE BOTTOM FABRIC ON BOTH SIDES WITH THE MATERIAL THAT WAS EXCAVATED. 16. TEMPORARY SEEDING SHALL CONSIST OF LIME 1/2 TON PER ACRE, FERTILIZER 5 -10-10 600 POUNDS PER ACRE, RYEGRASS (ANNUAL OR PERENNIAL) 40 POUNDS PER ACRE AND STRAW MULCH 2 TONS PER ACRE. JUTE MESH SHALL BE PLACED OVER MULCH AND STAKED OR EROSION CONTROL MATTING SHALL BE USED, WHENEVER WINDS OR SLOPE WILL CAUSE THE MULCH AND SEED TO BECOME DEPLETED OR ERODED. 17. DISTURBED AREAS SHALL BE AS SMALL AS PRACTICAL DISTURBED AREAS SHALL BE RESTORED, IMPROVED OR TEMPORARILY STABILIZED AS SOON AS POSSIBLE. 18. CONTRACTOR SHALL TAKE THE NECESSARY MEASURES, INCLUDING WATER SPRINKLING, TO PROVIDE DUST CONTROL DURING CONSTRUCTION. 19. CONSTRUCT TEMPORARY DIVERSION SWALES WHERE NECESSARY TO ENSURE THAT SLOPES AND AREAS THAT ARE PROPOSED FOR PAVEMENT WILL REMAIN STABLE DURING CONSTRUCTION. 20. REFER TO LANDSCAPE PLAN FOR PERMANENT SEEDING SPECIFICATIONS. MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENTATION CONTROL PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABIUZATION OF THIS SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABIUTY AND OPERATION FOLLOWING EVERY 1/2' OF PRECIPITATION OR AT LEAST ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, DETERIORATION OR WHEN STORAGE CAPACITY HAS BEEN APPROXIATELY 50% FILLED. 3. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. REFERENCES: 1. EXISTING SITE DEVELOPMENT PLANS PREPARE NSULTANTS INC., HAVING BEEN NAMED °COWES HOME IMPROVEMENT CENTER S.R. 431/U.S. 31 AND 146th STREET, CARMEL, lND1ANA° PLAN C -200. 2. BUILDING FOOTPRINT PLAN PREPARED BY ARCVISION, INC. AND RECEIVED VIA EMAIL ON 8/27/08. 3. SITE OBSERVATIONS AND PHOTOS TAKEN ONSITE ON 9/10/08.