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HomeMy WebLinkAboutIEC Building Addition Civil C101CWW C CC 1238.48' (D)S89°45'27"E 54.98' (D)N0°14'33"E 529.24' (D)N88°32'45"E 206.15' (D)N89°07'08"E 122.23' (D)S0°14'33"W 531.31' (D)S89°07'07"W 328.33' (D)N0°14'33"E 2621.13' (M)85.6'2.3'3.3'3.3'2.3'15.5'0.3'6.0'0.3'12.4'2.3'3.4'3.3'2.3'15.1'2.3'2.3'6.0'2.3'6.0'6.0'2.3'43.0'2.3'6.0'6.0'2.3'6.0'2.3'2.3'50.2'2.3'3.3'3.4'2.3'76.7'2.3'2.3'14.6'2.3'3.3'3.4'2.3'11.6'2.3'2.6'10.3'76.0'10.3'2.6'2.3'11.6'2.3'3.4'3.3'2.3'14.6'2.3'2.3'76.6'2.3'3.4'3.3'2.3'50.2'2.3'2.3'6.0'2.3'6.0'6.0'2.3'43.0'2.3'6.0'6.0'2.3'6.0'2.3'2.3'15.1'2.3'3.4'3.4'2.3'12.4'0.3'6.0'0.3'15.4'2.3'3.4'3.4'2.3'85.6'94.2'0.7'6.3'0.7'94.2'CONC BLOCK & BRICK BUILDING COLLEGE DRIVE PENNSYLVANIA STREETRIP RAP OVERFLOW EL-846.90'NORTH PENNSYLVANIA ASSOCIATES LLC INSTRUMENT #9709756614 WASHINGTON NATIONALINSURANCE COMPANYINSTRUMENT #9223889RIM:850.89'INV OUT: NE-848.92'(12" PVC)RIM:850.91'INV IN: SW-848.76'(12" PVC)INV OUT: N-848.76'(12" PVC)RIM:850.87'INV IN: NW-848.59'(12" PVC)INV IN: S-848.59'(12" PVC)INV OUT: E-848.59'(12" PVC)RIM:848.93'INV IN: W-847.45'(12" PVC)INV OUT: S-847.44'(12" RCP)RIM:847.21'INV IN: N-845.72'(12" RCP)INV OUT: S-845.60'(15" RCP)RIM:847.10'INV IN: N-845.43'(15" RCP)W RIM:849.16'INV OUT: E-843.15'(12" RCP)RIM:847.46'INV IN: W-843.06'(12" RCP)INV OUT: SE-842.76'(12" RCP)RIM:848.09'INV IN: NW-842.69'(12" RCP)INV OUT: E-842.49'(12" RCP)RIM:848.00'INV IN: W-842.90'(12" RCP)INV OUT: E-842.80'(12" RCP)RIM:842.97'INV IN: W-841.30'(12" RCP)RIM:848.19'INV OUT: SW-845.95'(12" RCP)RIM:849.53'INV IN: NE-844.82'(12" RCP)INV OUT: S-844.78'(15" RCP)RIM:848.76'INV IN: NE-845.80'(12" RCP)INV OUT: SW-845.66'(12" RCP)RIM:850.56'INV IN: N-843.89'(15" RCP)INV IN: W-843.96'(12" RCP)INV OUT: S-843.61'(15" RCP)RIM:850.13'INV IN: N-843.57'(15" RCP)INV OUT: SE-843.45'(18" RCP)RIM:849.75'INV IN: NW-843.20'(18" RCP)INV OUT: S-843.10'(18" RCP)RIM:846.23'INV IN: N-843.48'(18" RCP)RIM:850.40'INV OUT: E-844.42'(12" RCP)INV OUT: S-840.94'(12" RCP)300RIM:844.64'INV IN: N-840.03'(12" RCP)INV OUT: S-839.31'(36" RCP)16.79'26.83'16.79'1.12'1.12'26.75'1.12'2.75'2.75'1.12'17.92'2.62'27.18'2.62'17.92'1.12'2.65'2.75'1.12'26.75'1.12'1.85'1.12'25.49'1.12'14.25'68.42'13.62'31.09'4.18'9.99'15.85'9.70'17.84'40.03'37.87'C101SITE & UTILITY PLANJOB#: IEC.001DATE: 03/10/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSBY:INDIANA ELECTRICAL COOPERATIVE BUILDING ADDITION 11805 N. PENNSYLVANIA STREET CARMEL, INDIANAIF IT WILL BE NECESSARY TO RELOCATEEXISTING UTILITIES, THE EXPENSE OF SUCHRELOCATION SHALL BE THE RESPONSIBILITY OFTHE DEVELOPER. ALL UTILITY POLES SHALL BELOCATED WITHIN ONE FOOT OF THE PROPOSEDRIGHT-OF-WAY.WCONTRACTOR TO MAINTAIN UNINTERRUPTEDUTILITY SERVICE (WHENEVER POSSIBLE) TOBUILDING DURING CONSTRUCTION. VERIFY WITHPROJECT'S MEP THAT ALL EXISTING UTILITYSERVICE CONNECTIONS ARE SUFFICIENT FORTHE PROPOSED BUILDING IMPROVEMENTS.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLBE RESTORED/REPAIRED TO THE SATISFACTIONOF THE CITY AT THE COMPLETION OF THEPROJECT. THE CONTRACTOR IS ENCOURAGEDTO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF THE CONSTRUCTIONTO DOCUMENT THE EXISTING CONDITION OF THERIGHT-OF-WAY.BUILDING ADDITION = 5,225 SFEX. BUILDING FOOTPRINT = 20,035 SFTOTAL BUILDING = 25,260 SFSITE AREA = 4.00 AC+/-ZONING = B-2FRONT SETBACK = 15 FTSIDE SETBACK = 5 FTREAR SETBACK = 5 FT% LOT COVERAGE = 1.87/ 4.00 = 47%ALLOWED LOT COVERAGE = 90%ON-SITE PARKING REQUIRED:1 SPACE PER 250 SF OF FLOOR AREAFLOOR AREA = 25,260 / 250 = 101 SPACES REQ'DON-SITE PARKING PROVIDED:STANDARD SPACES = 96ACCESSIBLE SPACES = 5TOTAL: 101 SPACES PROVIDEDDEVELOPMENT SUMMARYHORIZONTAL - INDIANA STATE PLANES, EAST ZONE, USFT, NAD 83VERTICAL - NAVD 88DATUM9/14/2023