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Home My WebLink Aboutgrading and drainage 060209C.O. C.O. C.O. C.O. C.O. M 822 821 823 X X X X X X X X X X X X X X X X X X X X X X 824.09 824.25 TC = 823.50– BC = 823.00– TC = 823.30– BC = 822.80– TC = 823.30– BC = 822.80– TC = 823.29– BC = 822.79– TC = 823.40– BC = 822.90– TC = 823.42– BC = 822.92– TC = 823.60– BC = 823.10– TC = 822.85– BC = 822.35– TC = 822.75– BC = 822.25– TC = 823.32– BC = 822.82– TC = 822.69– BC = 822.19– TC = 823.32– BC = 822.82– TC = 823.00– BC = 822.50– TC = 823.00– BC = 822.50– TC = 823.00– BC = 822.50– X X X 824.09 824.25 X X X X TC = 821.00 BC = 820.40 X TC = 821.46 BC = 820.85 X 823.19– 823.19– 823.19– 823.45– 821.93 TC = 821.96 TC = 821.75 BC = 821.25 X X X X TC/BC = 821.45– TC/BC = 821.14– X X X X X X X TC = 822.50 BC = 822.00 TC/BC = 821.38 X X X TC/BC = 821.50 TC/BC = 821.62 TC/BC = 821.74 TC/BC = 821.86 X X X 821.78 821.90 821.69 X X 822.00 822.00 X X X TC = 822.00 BC = 821.79 X TC = 821.58 BC = 821.19 TC = 821.35 BC = 820.85 TC = 821.30 BC = 820.80 TC = 821.59 BC = 821.09 TC = 821.96 BC = 821.51 TC = 821.80 BC = 821.30 BC = 821.54– HP X TC/BC = 822.50 TC = 822.90 BC = 822.40 X X 822.02 X 822.14 X 822.26 24x36 $FILE$ $DATE$ $TIME$ 08-0166 Store #1525 14598 Lowes Way City of Carmel Hamilton County, IN Lowe’s Garden Center Expansion GREYHOUND PASS OAK RD LOCATION SKETCH N.T.S. PROJECT LOCATION 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 5/22/09. 3. SITE OBSERVATIONS AND PHOTOS TAKEN ONSITE ON 9/10/08. REFERENCES: Scale: Drawing No. Project No. Type: Date: Drawn By: Date: 1 Revisions: Project Name & Location: Drawing Name: PROJECT MANAGER DATE PROJECT ENGINEER / ARCHITECT DATE Seal Seal PROJECT DESIGNER DATE 2 3 4 5 6 7 8 9 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. Drawing Alteration DO NOT SCALE PLANS 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. 615 Fishers Run Victor, NY 14564 585.924.4914.fax 585.742.2222 Copyright C 2009 APD Engineering & Architecture, PLLC 615 Fishers Run Victor, NY 14564 585.742.2222 585.924.4914.fax www.apd.com APD Engineering & Architecture, PLLC APPROVAL PENDING NOT FOR CONSTRUCTION CC CC CC CC E. 146th STREET 0 15 30 60 90 Graphic Scale: 1"=30’ EXISTING LOWE’S STORE F.F.E. = 824.50– EXISTING TOTAL BUILDING = 135,197– SF EXISTING TOTAL GARDEN CENTER = 42,199– SF EXISTING COVERED GARDEN CENTER EXISTING OPEN GARDEN CENTER EXISTING LOADING DOCKS EX. 18" DIA. STORM EX. INLET TG = 821.75– INV IN = 816.99– INV OUT = 816.49– EX. INLET TG = 820.95– INV IN = 815.34– INV OUT = 815.26– EX. MANHOLE TG = 823.10– INV IN = 816.44– (N) INV IN = 818.44– (W) INV OUT = 815.44– EX. INLET TG = 820.95– INV IN = 815.05– INV OUT = 814.55– EX. 24" DIA. STORM EX. IRRIGATION LINE EX. SAN. MANHOLE TR = 822.40– INV IN = 810.30– INV OUT = 810.20– EX. SAN. MANHOLE TR = 822.60– INV IN = 814.40– INV OUT = 814.30– EXISTING GRADE CONTOUR 821.56 EXISTING GRADE SPOT ELEVATION X C.O. TC/BC TOP OF CURB/BOTTOM OF CURB PROPOSED SPOT GRADE ELEVATIONS PROPOSED GRADE CONTOUR X 821.93 822 MAX. 2% SLOPE IN HANDICAP AREA EX. IRRIGATION LINE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION EX. STORM SEWER TO REMAIN AND BE PROTECTED DURING CONSTRUCTION EX. STORM SEWER TO REMAIN AND BE PROTECTED DURING CONSTRUCTION PROPOSED GARDEN CENTER EXPANSION = 17,225– SF NEW TOTAL GARDEN CENTER AREA = 59,424– SF ALL EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. 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 CONSTRUCTION EXISTING 20’ WIDE UTILITY AND LANDSCAPE EASEMENT EXISTING 60’ WIDE UTILITY AND LANDSCAPE EASEMENT EXISTING 20’ WIDE SANITARY SEWER EASEMENT REPLACE EX. INLET WITH CURB INLET AND ADJUST TG TO 820.40. ADJUST CURB AS NECESSARY. REPLACE EX. INLET WITH CURB INLET AND ADJUST TG TO 820.40. ADJUST CURB AS NECESSARY. 83 LF PROPOSED INFILTRATION TRENCH UNDERDRAIN CONNECT TO EX. CATCH BASIN (SEE DETAIL) 1. ALL EXISTING BUILDING, SITE, GRADING AND UTILITY INFORMATION SHOWN ON THIS PLAN IS REPRESENTED BASED ON USE OF THE LISTED REFERENCES. 2. 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. 3. 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 BY THE PROJECT ENGINEER OR ARCHITECT. 4. 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. 5. 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. 6. CONTRACTOR TO PROVIDE AND MAINTAIN ALL EROSION AND SILT CONTROL DEVICES, AS NECESSARY PER THE LOCAL GOVERNING AUTHORITIES’ AND OR AGENCIES’ REQUIREMENTS AND SPECIFICATIONS. 7. 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 FOR DIRECTION ON REMOVAL AND/OR RELOCATION. 8. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. 9. THE CONTRACTOR IS CAUTIONED THAT LIGHTING CONDUIT AND/OR WIRING MAY EXIST WITHIN THE WORK AREA. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING LIGHTING. 10.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 ONLY. UTILITY & GRADING NOTES: 10/16/08 CJK Grading & Drainage Plan C 2 REVISED EASEMENT INFO REVISED CATCH BASIN NOTE REVISED ARCHITECTURAL PLAN REVISED PER CITY ENGINEER COMMNETS 1/22/09 4/16/09 5/25/09 6/01/09 REVISED PER CLIENT COMMENTS 12/16/08 1" = 30’ 145 LF PROPOSED INFILTRATION TRENCH UNDERDRAIN CONNECT TO EX. CATCH BASIN (SEE DETAIL)