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Home My WebLink About09040017 Lowe's Garden Center Expansion pg 324x36 SDATEi STIIAES EXISTING LOWE'S STORE EXISTING TOTAL BUILDING 135,197± SF EXISTING TOTAL GARDEN CENTER 42,199± SF PROPOSED GARDEN CENTER EXPANSION 17,225± SF NEW TOTAL GARDEN CENTER AREA 59,424± SF EX. STORM SEWER TO REMAIN AND BE PROTECTED DURING CONSTRUCTION EX. IRRIGATION LINE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION EX. STORM SEWER TO REMAIN AND BE PROTECTED DURING CONSTRUCTION STRFET EX, 18' DIA STORM 824.09 824,09 EX. IRRIGATION LI w EXISTING OPEN GARDEN CENTER EXISTING 20' WIDE UTILITY AND LANDSCAPE EASEMENT AI API/ AVAIWAIVA% .011/ 823.45± EX INLET TG 821, 75± INV IN 816.99± INV OUT 816.49± D D v TC D823.00 D l v d D l Iv 1 I ID v 1 v I D TC P1.00 BC 4120.40 TC /BC 821.86 TC 822.50 is4 -_BC 822.00 TC/BC 822.50 T C c 40 71-71 T C B2 3 BC -.90 1 1:143"'CI ...WM.) I t TC 823.42± TC 1 BC 822.92± BC .79- oe 1111 NMI 1 ■II .�1 ICI I 1A I 58 19 46 82292 822. 4 822. 6 823.32 822.1 BC 823.00± 85± 35±/ Type: Drawn By: CJK TC 823. 'I± BC 822.80± 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EX SAN MANHOLE TR 822 60 INV IN 814.40± INV OUT 814.30± EX INLET TG 820 95± 1 i 1 INV IN 815.34± INV OUT 815,26± REPLACE EX. INLET WITH CURB INLET AND ADJUST TG TO 820.40. I ADJUST CURB AS NECESSARY. EXISTING 20' WIDE SANITARY SEWER EASEMENT EXISTING 60' WIDE UTILITY AND LANDSCAPE EASEMENT ALL EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. APPROXIMATE LOCATION OF EXISTING IRRIGATION METER TO REMAIN AND BE PROTECTED DURING UNSTRUC.TION W EX INLET TG 820.95± INV IN 815,05± INV OUT 814.55± REPLAC -EX t1VLET CURB INLET AND ADJUST TG TO 820.40. ADJUST CURB AS NECESSARY. 41/ MAX. 2% SLOPE IN HANDICAP AREA EX. SAN, MANHOLE TR 822.40± INV IN 810.30± INV OUT 810,20± ALL EXISTING UTILITIES AND STORM 1 DRAINAGE SYSTEMS TO REMAIN AND BE 1 1 PROTECTED DURING CONSTRUCTION. 1 1 SA 1 1 1 SA w w i 1 LEGEND: EX ISTING FEATURES. ST EXISTING STORM SEWER n EXISTING STORM SEWER INLET O EXISTING STORM SEWER INLET S4 EXISTING SANITARY SEWER O EXISTING SANITARY MANHOLE w EXISTING WATER MAIN EXISTING FIRE HYDRANT co. 0 EXISTING CLEANOUT E EXISTING ELECTRICAL SERVICE O EXISTING GAS SERVICE T EXISTING TELEPHONE SERVICE EXISTING LIGHT POLE -822 X 821.56 PROPOSED FEATURES: TC /BC x 821.93 822 UTILITY NOTES: 0 15 30 EXISTING GRADE CONTOUR 60 Graphic Scale: 1 =30' EXISTING GRADE SPOT ELEVATION TOP OF CURB /BOTTOM OF CURB PROPOSED SPOT GRADE ELEVATIONS PROPOSED GRADE CONTOUR 90 1. NO IMPROVEMENTS TO THE EXISTING SITE WATER, GAS, ELECTRIC, TELEPHONE, SANITARY OR STORM SEWERS ARE ANTICIPATED FOR THIS EXPANSION PROJECT. DRAINAGE INLET IMPORVEMENTS WILL BE REQUIRED AS SHOWN. 2. EXISTING UTILITIES AND GRADES SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS AND PERTINENT FINISHED GRADE ELEVATIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNER OR OWNER'S REPRESENTATIVE'S ATTENTION WITHIN SUFFICIENT TIME TO ALLOW FOR ANY NECESSARY REDESIGN. 3. ALL WORK ASSOCIATED WITH THE MODIFICATIONS TO SAID UTILITIES SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL GOVERNING AUTHORITIES' AND /OR AGENCIES' REQUIREMENTS AND SPECIFICATIONS. GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS SYSTEM PRIOR TO INSTALLATION. 4. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. IF SAID UTILITIES BECOME DISTURBED OR DAMAGED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE SAID UTILITIES AT THE CONTRACTOR'S EXPENSE AND PER THE LOCAL GOVERNING AUTHORITIES' AND/OR AGENCIES' REQUIREMENTS AND SPECIFICATIONS. 5. CONTRACTOR TO PROVIDE AND MAINTAIN ALL EROSION AND SILT CONTROL DEVICES, AS NECESSARY PER THE LOCAL GOVERNING AUTHORITIES' AND OR AGENCIES' REQUIREMENTS AND SPECIFICATIONS. 6. CONTRACTOR IS RESPONSIBLE TO VERIFY THE EXISTENCE OF ANY IRRIGATION LINES AND SPRINKLER HEADS WITHIN THE LIMITS OF WORK. IF FOUND, COORDINATE WITH LOWE'S PROJECT MANAGER. 7. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. 8. THE LIMIT OF DISTURBANCE WILL BE LESS THAN ±1.0 ACRES FOR THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORKING AND STAGING WITHIN THE NEW CONSTRUCTION AREAS, OR ADJACENT PAVED /UNDISTURBED AREAS 0 REFERENCES: 1. EXISTING SITE DEVELOPMENT PLANS PREPARED BY KES C$$ Co14Viri INC., HAVING BEEN NAMED "LOWES HOME IMPROVEMENT CENTER S.R 431/U.S. 31 AND 146th STREET, CARMEL, INDIANA" PLAN C -200. 3. SITE OBSERVATIONS AND PHOTOS TAKEN ONSITE ON 9/10/08. 2. BUILDING FOOTPRINT PLAN PREPARED BY ARCVISION, INC. AND RECEIVED VIA EMAIL ON 5/22109. Date: 10/16/08 Project No. 08 -0166 C2 Drawing No. 3 m 70 Z GREYHOUND G a PASS OAK RD 3 Z E 146th ST W i- w 3 j j L Opp 14.th ST 4 W Z Q w z 4 PROJECT A LOCATION 0 2 LOCATION SKETCH N.T.S. Revisions: Date: 1 REVISED PER CLIENT COMMENTS 12/16/08 2 REVISED EASEMENT INFO 1/22/09 3 REVISED CATCH BASIN NOTE 4/16/09 4 REVISED ARCHITECTURAL PLAN 5/25/09 5 6 7 8 9 DRGEc� r G C APPROVA v``' tS TFg I NOT FOR CO: r iEOF f r ti. 'ADIAW'' S /O N AL Seal Sear illiriii ittlk PROJECT MANAGER DATE PROJECT ENGINEER ARCHITECT DATE PROJECT DESIGNER DATE Copyright 2009 APD Engineering Architec"wre, PLLC liel) Fake Lm Drawing Alteration It is a violation of law for any person, unless 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 By 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. I 1 I� 1 111111 1' APD Engineering 615 Fishers Victor, NY 585.742.2222 585.924.4914.fax www.apd.com d l l i Architecture, PLLC Run 14564 Lowe's Garden Center Expansion Store #1525 14598 Lowes Way City of Carmel Hamilton County, IN Project Name Location: Grading Drainage Plan rawing Name: 24x36 SDATEi STIIAES EXISTING LOWE'S STORE EXISTING TOTAL BUILDING 135,197± SF EXISTING TOTAL GARDEN CENTER 42,199± SF PROPOSED GARDEN CENTER EXPANSION 17,225± SF NEW TOTAL GARDEN CENTER AREA 59,424± SF EX. STORM SEWER TO REMAIN AND BE PROTECTED DURING CONSTRUCTION EX. IRRIGATION LINE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION EX. STORM SEWER TO REMAIN AND BE PROTECTED DURING CONSTRUCTION STRFET EX, 18' DIA STORM 824.09 824,09 EX. IRRIGATION LI w EXISTING OPEN GARDEN CENTER EXISTING 20' WIDE UTILITY AND LANDSCAPE EASEMENT AI API/ AVAIWAIVA% .011/ 823.45± EX INLET TG 821, 75± INV IN 816.99± INV OUT 816.49± D D v TC D823.00 D l v d D l Iv 1 I ID v 1 v I D TC P1.00 BC 4120.40 TC /BC 821.86 TC 822.50 is4 -_BC 822.00 TC/BC 822.50 T C c 40 71-71 T C B2 3 BC -.90 1 1:143"'CI ...WM.) I t TC 823.42± TC 1 BC 822.92± BC .79- oe 1111 NMI 1 ■II .�1 ICI I 1A I 58 19 46 82292 822. 4 822. 6 823.32 822.1 BC 823.00± 85± 35±/ Type: Drawn By: CJK TC 823. 'I± BC 822.80± 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EX SAN MANHOLE TR 822 60 INV IN 814.40± INV OUT 814.30± EX INLET TG 820 95± 1 i 1 INV IN 815.34± INV OUT 815,26± REPLACE EX. INLET WITH CURB INLET AND ADJUST TG TO 820.40. I ADJUST CURB AS NECESSARY. EXISTING 20' WIDE SANITARY SEWER EASEMENT EXISTING 60' WIDE UTILITY AND LANDSCAPE EASEMENT ALL EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. APPROXIMATE LOCATION OF EXISTING IRRIGATION METER TO REMAIN AND BE PROTECTED DURING UNSTRUC.TION W EX INLET TG 820.95± INV IN 815,05± INV OUT 814.55± REPLAC -EX t1VLET CURB INLET AND ADJUST TG TO 820.40. ADJUST CURB AS NECESSARY. 41/ MAX. 2% SLOPE IN HANDICAP AREA EX. SAN, MANHOLE TR 822.40± INV IN 810.30± INV OUT 810,20± ALL EXISTING UTILITIES AND STORM 1 DRAINAGE SYSTEMS TO REMAIN AND BE 1 1 PROTECTED DURING CONSTRUCTION. 1 1 SA 1 1 1 SA w w i 1 LEGEND: EX ISTING FEATURES. ST EXISTING STORM SEWER n EXISTING STORM SEWER INLET O EXISTING STORM SEWER INLET S4 EXISTING SANITARY SEWER O EXISTING SANITARY MANHOLE w EXISTING WATER MAIN EXISTING FIRE HYDRANT co. 0 EXISTING CLEANOUT E EXISTING ELECTRICAL SERVICE O EXISTING GAS SERVICE T EXISTING TELEPHONE SERVICE EXISTING LIGHT POLE -822 X 821.56 PROPOSED FEATURES: TC /BC x 821.93 822 UTILITY NOTES: 0 15 30 EXISTING GRADE CONTOUR 60 Graphic Scale: 1 =30' EXISTING GRADE SPOT ELEVATION TOP OF CURB /BOTTOM OF CURB PROPOSED SPOT GRADE ELEVATIONS PROPOSED GRADE CONTOUR 90 1. NO IMPROVEMENTS TO THE EXISTING SITE WATER, GAS, ELECTRIC, TELEPHONE, SANITARY OR STORM SEWERS ARE ANTICIPATED FOR THIS EXPANSION PROJECT. DRAINAGE INLET IMPORVEMENTS WILL BE REQUIRED AS SHOWN. 2. EXISTING UTILITIES AND GRADES SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS AND PERTINENT FINISHED GRADE ELEVATIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNER OR OWNER'S REPRESENTATIVE'S ATTENTION WITHIN SUFFICIENT TIME TO ALLOW FOR ANY NECESSARY REDESIGN. 3. ALL WORK ASSOCIATED WITH THE MODIFICATIONS TO SAID UTILITIES SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL GOVERNING AUTHORITIES' AND /OR AGENCIES' REQUIREMENTS AND SPECIFICATIONS. GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS SYSTEM PRIOR TO INSTALLATION. 4. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. IF SAID UTILITIES BECOME DISTURBED OR DAMAGED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE SAID UTILITIES AT THE CONTRACTOR'S EXPENSE AND PER THE LOCAL GOVERNING AUTHORITIES' AND/OR AGENCIES' REQUIREMENTS AND SPECIFICATIONS. 5. CONTRACTOR TO PROVIDE AND MAINTAIN ALL EROSION AND SILT CONTROL DEVICES, AS NECESSARY PER THE LOCAL GOVERNING AUTHORITIES' AND OR AGENCIES' REQUIREMENTS AND SPECIFICATIONS. 6. CONTRACTOR IS RESPONSIBLE TO VERIFY THE EXISTENCE OF ANY IRRIGATION LINES AND SPRINKLER HEADS WITHIN THE LIMITS OF WORK. IF FOUND, COORDINATE WITH LOWE'S PROJECT MANAGER. 7. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. 8. THE LIMIT OF DISTURBANCE WILL BE LESS THAN ±1.0 ACRES FOR THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORKING AND STAGING WITHIN THE NEW CONSTRUCTION AREAS, OR ADJACENT PAVED /UNDISTURBED AREAS 0 REFERENCES: 1. EXISTING SITE DEVELOPMENT PLANS PREPARED BY KES C$$ Co14Viri INC., HAVING BEEN NAMED "LOWES HOME IMPROVEMENT CENTER S.R 431/U.S. 31 AND 146th STREET, CARMEL, INDIANA" PLAN C -200. 3. SITE OBSERVATIONS AND PHOTOS TAKEN ONSITE ON 9/10/08. 2. BUILDING FOOTPRINT PLAN PREPARED BY ARCVISION, INC. AND RECEIVED VIA EMAIL ON 5/22109. Date: 10/16/08 Project No. 08 -0166 C2 Drawing No.