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HomeMy WebLinkAboutBJ's Wholesale Full Set©BJ'S WHOLESALECLUB AT GREYHOUND COMMONSNOT AP P R OVE D F O R C ONST R U CTI ON (NOT TO SCALE) LOCATION MAP C0.0 CIVIL ENGINEERING PLANS BJ'S WHOLESALE CLUB AT GREYHOUND COMMONS 14400 LOWES WAY CARMEL, IN 46032 TITLE SHEET CONSTRUCTION OF A ±104,662 SF WHOLESALE RETAIL STORE, COMPLIMENTARY GAS SERVICE STATION, AND PARKING ON ±10.01 AC. PROJECT IS IN SECTION 19 OF T18N, R4E IN THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA HAMILTON COUNTY PROJECT TEAM ROLE COMPANY ADDRESS PHONE NUMBER CONTACT DEVELOPER/OWNER KITE REALTY GROUP 30 S. MERIDIAN STREET, SUITE 1100 INDIANAPOLIS, IN 46204 (317) 577-5600 thalsey@kiterealty.com TONY HALSEY CIVIL ENGINEER KIMLEY-HORN & ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9465 connor.strege@kimley-horn.com CONNOR STREGE, PE LANDSCAPE ARCHITECT KIMLEY-HORN & ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9572 michele.dyer@kimley-horn.com MICHELE DYER LAND SURVEYOR SCHNEIDER GEOMATICS 8901 OTIS AVENUE., SUITE 100, INDIANAPOLIS, IN 46240 (317) 826-7101 WYATT BOWER, PS UTILITY AND GOVERNING AGENCY CONTACTS SERVICE / JURISDICTION COMPANY / DEPT. ADDRESS PHONE NUMBER CONTACT ENGINEERING DEPARTMENT CITY OF CARMEL 1 CIVIC SQUARE, 1ST FLOOR CARMEL, IN 46032 (317) 571-2441 ALEX JORDAN ADA CITY OF CARMEL 1 CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 (317) 571-2417 DAVID LITTLEJOHN FIRE DEPARTMENT CARMEL FIRE DEPARTMENT 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2612 LUKE RAY PLANNING & ZONING CITY OF CARMEL 1 CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 (317) 571-2417 RACHEL KEESLING BUILDING & CODE SERVICES CITY OF CARMEL 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2444 WILLIAM (BILL) HOLT SANITARY SEWER CITY OF CARMEL UTILITIES 30 WEST MAIN STREET, STE 200 CARMEL, IN 46032 (317) 571-2443 JOHN DUFFY WATER CITY OF CARMEL UTILITIES 30 WEST MAIN STREET, STE 200 CARMEL, IN 46032 (317) 733-2855 STEVE COOK (NOT TO SCALE) HAMILTON COUNTY VICINITY MAP NORTH CARMEL NOTES DOCKET NUMBER: PZ-2023-00070 LEGAL DESCRIPTION Sheet List Table Sheet Number Sheet Title C0.0 TITLE SHEET C1.0 GENERAL SPECIFICATIONS C1.1 GENERAL NOTES C1.2 CITY OF CARMEL GENERAL NOTES C2.0 EXISTING CONDITIONS AND DEMO PLAN C3.0 OVERALL SITE PLAN C3.1 SITE PLAN C3.2 SITE PLAN C3.3 TRUCK TURN PLAN C4.0 INITIAL EROSION CONTROL PLAN C4.1 TEMPORARY EROSION CONTROL PLAN C4.2 PERMANENT EROSION CONTROL PLAN C4.3 EROSION CONTROL DETAILS C4.4 SWPPP C5.0 OVERALL GRADING AND DRAINAGE PLAN C5.1 GRADING AND DRAINAGE PLAN C5.2 GRADING AND DRAINAGE PLAN C6.0 OVERALL UTILITY PLAN C6.1 UTILITY PLAN C6.2 UTILITY PLAN C6.3 STRUCTURE DATA TABLES C6.4 STORM PLAN AND PROFILE C6.5 STORM PLAN AND PROFILE C6.6 STORM PLAN AND PROFILE C6.7 STORM PLAN AND PROFILE C6.8 STORM PLAN AND PROFILE C6.9 SANITARY PLAN AND PROFILE C7.0 CONSTRUCTION DETAILS C7.1 CONSTRUCTION DETAILS C7.2 CONSTRUCTION DETAILS C7.3 CONSTRUCTION DETAILS C7.4 CONSTRUCTION DETAILS C7.5 CONSTRUCTION DETAILS L1.0 OVERALL LANDSCAPE PLAN L1.1 LANDSCAPE PLAN L1.2 LANDSCAPE PLAN L1.3 LANDSCAPE DETAILS E101 PHOTOMETRIC PLAN 07/05/23 ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C1.0GENERALSPECIFICATIONS GENERAL NOTES SANITARY SEWER NOTES WATERMAIN NOTES STORM SEWER NOTES WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. EARTHWORK NOTES SIGNING AND PAVEMENT MARKING NOTES PAVING NOTESDEMOLITION NOTES EROSION CONTROL NOTES 07/05/23 ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON EXISTING LEGEND BENCHMARKS EROSION CONTROL NOTES GRADING NOTES GENERAL UTILITY NOTES UTILITY NOTES SITE NOTES GENERAL DEMOLITION NOTES DEMOLITION NOTES · · · · DEMOLITION NOTES C1.1GENERAL NOTES LEGAL DESCRIPTION 07/05/23 ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C1.2CITY OF CARMELGENERAL NOTES ” 07/05/23 ©BJ'S WHOLESALE CLUB AT GREYHOUNDCOMMONS NOT AP P R OVE D F O R C ONST R U CTI ON NORTH EXISTING LEGEND C2.0 GENERAL PLAN NOTES DEMOLITION LEGEND EXISTINGCONDITIONS AND DEMO PLAN07/05/23 BJ'S GAS©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON NORTH EXISTING LEGEND C3.0OVERALL SITEPLAN SITE SUMMARY SITE NOTES PAVING LEGEND 07/05/23 MATCHLINE - SEE SHEET Cx.1 MATCHLINE - SEE SHEET Cx.2 ©BJ'S WHOLESALECLUB AT GREYHOUND COMMONSNOT APP R OVE D F O R C ONST R U CTI ON NORTH C3.1SITE PLAN GENERAL PLAN NOTES PAVING LEGEND KEY NOTES 07/05/23 MATCHLINE - SEE SHEET Cx.1 MATCHLINE - SEE SHEET Cx.2 NORTH ©BJ'S WHOLESALECLUB AT GREYHOUND COMMONSNOT APP R OVE D F O R C ONST R U CTI ON C3.2SITE PLAN GENERAL PLAN NOTES PAVING LEGEND KEY NOTES 07/05/23 ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON NORTH C4.0INITIAL EROSIONCONTROL PLAN GENERAL PLAN NOTES INITIAL EROSION CONTROL LEGEND 07/05/23 BJ'S GAS NORTH ©BJ'S WHOLESALE CLUB AT GREYHOUND COMMONS NOT AP P R OVE D F O R C ONST R U CTI ON C4.1TEMPORARYEROSION CONTROL PLANGENERAL PLAN NOTES TEMPORARY EROSION CONTROL LEGEND 07/05/23 BJ'S GAS NORTH ©BJ'S WHOLESALE CLUB AT GREYHOUND COMMONS NOT AP P R OVE D F O R C ONST R U CTI ON C4.2PERMANENTEROSION CONTROL PLANPERMANENT EROSION CONTROL LEGEND GENERAL PLAN NOTES 07/05/23 CONCRETE WASHOUT PLAN VIEW NOT TO SCALE STAPLE DETAIL CONCRETE WASHOUT SIGN DETAIL (OR EQIVALENT) SECTION B-B NOT TO SCALE ** ** D A C E F BB A ™ ® ™ ® ™©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNO T APP R OVE D F O R C ONST R U CTI ON C4.3EROSIONCONTROL DETAILS 07/05/23 ©BJ'S WHOLESALECLUB AT GREYHOUND COMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C4.4SWPPP – – 07/05/23 BJ'S GAS©BJ'S WHOLESALE CLUB AT GREYHOUND COMMONS NOT AP P R OVE D F O R C ONST R U CTI ON C5.0OVERALLGRADING AND DRAINAGE PLANNORTH BENCHMARKS EXISTING LEGEND GENERAL PLAN NOTES GRADING LEGEND MIN FINISH FLOOR ELEV (MFFE) MIN FLOOD PROT GRADE (MFPG) Proposed and Allowable Release Rates Entering Pond 3 010-year 100-year Peak Proposed Discharge (Detained)43.52 cfs 91.31 cfs Allowable Discharge 76.17 cfs 110.28 cfs Proposed Release Rates (Overall Greyhound Commons Development) 010-year 100-year Peak Proposed Discharge 43.52 cfs 91.31 cfs Proposed and Allowable Release Rates Entering Westfield Farms Legal Drain 010-year 100-year Peak Proposed Discharge (Detained)22.77 cfs 28.00 cfs Allowable Discharge 23.48 cfs 28.54 cfs MIN LOWEST ADJ GRADE (MLAG) DRAINAGE SUMMARY GRADING NOTES 07/05/23 MATCHLINE - SEE SHEET Cx.1 MATCHLINE - SEE SHEET Cx.2 ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT APP R OVE D F O R C ONST R U CTI ON NORTH C5.1GRADING ANDDRAINAGE PLAN GENERAL PLAN NOTES GRADING LEGEND MIN FLOOD PROT GRADE (MFPG) GRADING NOTESMIN LOWEST ADJ GRADE (MLAG) Proposed and Allowable Release Rates Entering Pond 3 010-year 100-year Peak Proposed Discharge (Detained)43.52 cfs 91.31 cfs Allowable Discharge 76.17 cfs 110.28 cfs Proposed Release Rates (Overall Greyhound Commons Development) 010-year 100-year Peak Proposed Discharge 43.52 cfs 91.31 cfs Proposed and Allowable Release Rates Entering Westfield Farms Legal Drain 010-year 100-year Peak Proposed Discharge (Detained)22.77 cfs 28.00 cfs Allowable Discharge 23.48 cfs 28.54 cfs MIN FINISH FLOOR ELEV (MFFE) NORTHDRAINAGE SUMMARY 07/05/23 MATCHLINE - SEE SHEET Cx.1 MATCHLINE - SEE SHEET Cx.2 NORTH ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT APP R OVE D F O R C ONST R U CTI ON C5.2GRADING ANDDRAINAGE PLAN GENERAL PLAN NOTES GRADING LEGEND MIN FINISH FLOOR ELEV (MFFE) MIN FLOOD PROT GRADE (MFPG) GRADING NOTES MIN LOWEST ADJ GRADE (MLAG) Proposed and Allowable Release Rates Entering Pond 3 010-year 100-year Peak Proposed Discharge (Detained)43.52 cfs 91.31 cfs Allowable Discharge 76.17 cfs 110.28 cfs Proposed Release Rates (Overall Greyhound Commons Development) 010-year 100-year Peak Proposed Discharge 43.52 cfs 91.31 cfs Proposed and Allowable Release Rates Entering Westfield Farms Legal Drain 010-year 100-year Peak Proposed Discharge (Detained)22.77 cfs 28.00 cfs Allowable Discharge 23.48 cfs 28.54 cfs DRAINAGE SUMMARY 07/05/23 BJ'S GAS©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON NORTH EXISTING LEGEND C6.0 GENERAL PLAN NOTES UTILITY LEGEND OVERALL UTILITYPLAN 07/05/23 MATCHLINE - SEE SHEET Cx.1 MATCHLINE - SEE SHEET Cx.2 ©BJ'S WHOLESALECLUB AT GREYHOUND COMMONSNOT APP R OVE D F O R C ONST R U CTI ON NORTH C6.1UTILITY PLAN GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES UNDERGROUND DETENTION ADS STORMTECH MC-4500 # OF CHAMBERS 776 CHAMBER TYPE MC-4500 STONE INVERT 810.80 CHAMBER INVERT 811.55 TOP OF CHAMBER 816.55 TOP OF STONE 817.55 CHAMBER SPACING 9" SIDE STONE 12" 07/05/23 MATCHLINE - SEE SHEET Cx.1 MATCHLINE - SEE SHEET Cx.2 NORTH ©BJ'S WHOLESALECLUB AT GREYHOUND COMMONSNOT APP R OVE D F O R C ONST R U CTI ON C6.2UTILITY PLAN GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES 07/05/23 ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C6.3STRUCTUREDATA TABLES 07/05/23 PROPOSED STORM 1 H: 1"=30 | V: 1"=3 820.57820.88820.50820.52821.09819.37PROPOSED STORM 11 H: 1"=30 | V: 1"=3820.19©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C6.4STORM PLANAND PROFILE GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGENDNORTH 07/05/23 PROPOSED STORM 2 H: 1"=30 | V: 1"=3 814.15822.06821.60820.87822.33819.50©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C6.5STORM PLANAND PROFILE GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGENDNORTHMATCHLINE - SEE SHEET C6.5MATCHLINE - SEE SHEET C6.507/05/23 PROPOSED STORM 2 H: 1"=30 | V: 1"=3819.50819.61820.13820.52820.54818.49PROPOSED STORM 10 H: 1"=30 | V: 1"=3812.59©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C6.6STORM PLANAND PROFILE GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGEND MATCHLINE - SEE SHEET C6.4MA TCHLINE - SEE S H E E T C 6 . 4 NORTH 07/05/23 PROPOSED STORM 3 H: 1"=30 | V: 1"=3820.02820.97PROPOSED STORM 4 H: 1"=30 | V: 1"=3820.66820.55819.63820.51©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C6.7STORM PLANAND PROFILE GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGENDNORTHNORTH 07/05/23 PROPOSED STORM 6 H: 1"=30 | V: 1"=3819.42PROPOSED STORM 7 H: 1"=30 | V: 1"=3820.45PROPOSED STORM 8 H: 1"=30 | V: 1"=3820.45PROPOSED STORM 9 H: 1"=30 | V: 1"=3 820.77©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C6.8STORM PLANAND PROFILE GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGEND NORTH 07/05/23 PR-SAN-170228001 2 H: 1"=30 | V: 1"=3820.15820.06820.28819.73©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C6.9SANITARY PLANAND PROFILE GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGENDNORTH 07/05/23 RESERVED PARKING $250 FINE VAN ACCESSIBLE STOP A A ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C7.0CONSTRUCTIONDETAILS 07/05/23 ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C7.1CONSTRUCTIONDETAILS 07/05/23 ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C7.2CONSTRUCTIONDETAILS 07/05/23 WATER LINE LOWERING DETAIL N.T.S.©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C7.3CONSTRUCTIONDETAILS 07/05/23 SINGLE & DOUBLE CART CORRAL DETAIL N.T.S. Provide cleanout at influent and effluent side of greaseinterceptor. Tee 2" vent line off cleanout and extend towithin 5 feet of building exterior wall, for building contractor continuation. Minimum grease interceptor size to be 5,300 gallonsper City of Carmel sizing standards.©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C7.4CONSTRUCTIONDETAILS 07/05/23 ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C7.5CONSTRUCTIONDETAILS 07/05/23 ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C7.6CONSTRUCTIONDETAILS 07/05/23 ©BJ'S WHOLESALECLUB AT GREYHOUNDCOMMONSNOT AP P R OVE D F O R C ONST R U CTI ON C7.7CONSTRUCTIONDETAILS 07/05/23