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Home My WebLink About09040024 Lowe's Outdoor Expansion Large Plan Pg 524x36 EXISTIN ST ST G L.OWE'S STORE F .F .E 824.50± EXISTING TOTAL BUILDING 135,197± SF EXISTING TOTAL GARDEN CENTER 4e199± 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 TC/ :C .30 821.80 824.25 EX. STORM SEWER TO REMAIN AND BE PROTECTED DURING CONSTRUCTION 824.09 824,09 1 1 I11 EXISTING COVERED GARDEN CENTER EX IRRIGATION LI w EXISTING OPEN GARDEN CENTER 823,19- 823,19± TC 421.00 BC 820.40 MANHOLE EX 24' L DIP. STORMsr TC =81.80 BC =81.30 TC/BC 1.38 TC/BC 82'1,50 TC 823.00± C 0± TC 822.50 BC 822.00 /APIIA //1/.�/ /I.. t X 823.45± r TC =:x.40 BC 82 ,90 TC= 823.42± TC =82±,29 BC =822,92± BC= 82 ".79- SHIM 11111riall Imo, x MEE I 58 19 46 85 823.32 822.0 823.00± Type: Drawn By: CJK Scale: 1" 30' MATES $IME$ T SA SA b. 146t 824 81 -r SIR sA EX 24' DIA e STORM Sr T EX, 18 DIA STORM r Co. EXISTING 20' WIDE UTILITY AND LANDSCAPE EASEMENT TC BC t TC 822.00 I BC 821.79 823.00± I 822,50± TG 823.10± V IN 8 6,4'+ (N) INV IN 8 8,44± (W) INV OUT 1 5 44± ---s- TCfi8 BCr8 TC T 8 BC 1 822.80± r r r\ f 1 0 1 1 1 EXISTING 20' WIDE SANITARY SEWER EASEMENT EXISTING 60' WIDE UTILITY AND LANDSCAPE EASEMENT w 1 SA w ,EX, SAN, MANHOLE TR 822.60± INV IN 814.40± INV OUT 814.30± EX, INLET T G 820.95± INV IN 815.34± INV OUT 815.26± LOWER THE EX. TG TO 820.85. CONVERT EX. INLET TO CURB INLET. 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 C5 NSTRI JCT1UN 1 1 1 1 EX, TG INV INV LOWER THE 820.40. CONVE EX. INLET TO CURB INLET 1 INLET 820.95± IN 815,05± OUT 814.55± EX, SAN, MANHOLE TR 822.40± INV IN 810.30± INV OUT 810.20± 1 1 MAX. 2% SLOPE IN HANDICAP AREA 1 ALL EXISTING UTILITIES AND STORM 1 DRAINAGE SYSTEMS TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. SA w w SINSINONI 111110•101 i 1 LEGEND: EXISTING FEATURES: -ST 8.4 r E a ❑--a -D 822 x 821.56 UTILITY NOTES: Graphic Scale: 1 =30' EXISTING STORM SEWER EXISTING STORM SEWER INLET ED EXISTING STORM SEWER INLET EXISTING SANITARY SEWER O EXISTING SANITARY MANHOLE w EXISTING WATER MAIN EXISTING FIRE HYDRANT EXISTING CLEANOUT EXISTING ELECTRICAL SERVICE EXISTING GAS SERVICE EXISTING TELEPHONE SERVICE EXISTING LIGHT POLE EXISTING GRADE CONTOUR EXISTING GRADE SPOT ELEVATION PROPOSED FEATURES: TC/BC TOP OF CURB/BOTTOM OF CURB x821.93 PROPOSED SPOT GRADE ELEVATIONS 822 PROPOSED GRADE CONTOUR 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. 90 2. EXISTING UTIUTIES 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 CONTRACTORS 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 OMITS OF WORK. IF FOUND, ANY IRRIGATION LINES OR SPRINKLER HEADS SHALL BE RELOCATED/ REPLACED TO MAINTAIN COVERAGE OF LAWN AND LANDSCAPED AREAS. 7. ALL TRENCHING, PIPE LAYING, AND BACKFILUNG SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. 8. THE OMIT 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 ONLY. REFERENCES: 1. EXISTING SITE DEVELOPMENT PLANS PREPARED BY KES CONSULTANTS INC., HAVING BEEN NAMED LOWES HOME IMPROVEMENT CENTER S.R. 431/U.S. 31 AND 146th STREET, CARMEL, INDIANA" 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. 1 2 3 5 6 7 8 Revisions: REVISED PER CUENT COMMENTS REVISED EASEMENT INFO MA w AM MAI AM 0Mi1itItt Uft G ORGE J QU �try� 0 am F L !A 417S/ON m. eal //fti IItilkiA PROJECT MANAGER DATE PROJECT ENGINEER /ARCHITECT DATE PROJECT DESIGNER DATE Drawing Alteration tt 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. 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. APD Engineering Architecture, PLLC 615 Fishers Run Victor, NY 14564 585.742.2222 585.924.4914.fax www.apd.com Lowe's Garden Center Expansion Store #1525 14598 Lowes Way City of Carmel Hamilton County, IN Project Name Location: Grading Drainage Plan Drawing Name: Date: 10/16/08 1'l z GREYHOUND PASS OAK RD LOCATION SKETCH H.T.S. Seal Copyright 2009 i el) APD Fngin•`++itts Architecture, PLLC MAMMY 1 DO NOT SCALE PLANS Project No. C2 E 146th ST Date: 12/16/08 1/22/09 08 -0166 Drawing No.