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HomeMy WebLinkAboutLakeside Apartments Phase II Full SetLAKESIDEAPARTMENTS -PHASE II©NOT APP R OVED F O R CONST R UCTI ON (NOT TO SCALE) LOCATION MAP C0.0TITLE SHEETADLS PLANS LAKESIDE APARTMENTS - PHASE II 615 WEST CARMEL DRIVE CARMEL, IN 46032 PROJECT TEAM ROLE COMPANY ADDRESS PHONE NUMBER CONTACT DEVELOPER/OWNER ATAPCO CARMEL, INC.645 W CARMEL DRIVE, SUITE 160 CARMEL, IN 46032 (443) 934-0124 DAVE LAZAS CIVIL ENGINEER KIMLEY-HORN & ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9560 ALEN FETAHAGIC, PE LANDSCAPE ARCHITECT KIMLEY-HORN & ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9560 BRANDON SCHREEG LAND SURVEYOR HAMILTON DESIGNS 11988 FISHERS CROSSING DRIVE, SUITE 154, FISHERS, IN 46038 (317) 570-8800 TERRY WRIGHT, PS CONSTRUCTION OF THREE APARTMENT BUILDINGS OF ±13,252 SF, ±10,469 SF, AND ±13,252 SF ON A ±3.74 AC. PROJECT IN SECTION 36 OF T18N, R3E IN THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA HAMILTON COUNTY LEGAL DESCRIPTION Sheet List Table Sheet Number Sheet Title C0.0 TITLE SHEET C1.0 GENERAL NOTES C1.1 CITY OF CARMEL - GENERAL NOTES C2.0 EXISTING CONDITIONS C2.1 EXISTING CONDITIONS & DEMOLITION C3.0 SITE PLAN C3.1 ACCESSIBLE ROUTE PLAN C4.0 EROSION CONTROL PLAN C4.1 EROSION CONTROL DETAILS C4.2 SWPPP C5.0 GRADING PLAN C6.0 UTILITY PLAN C6.1 STRUCTURE DATA TABLES C6.2 STORM PLAN AND PROFILES C6.3 STORM PLAN AND PROFILES C7.0 CONSTRUCTION DETAILS C7.1 CONSTRUCTION DETAILS C7.2 CONSTRUCTION DETAILS C7.3 CONSTRUCTION DETAILS C7.4 CONSTRUCTION DETAILS C7.5 CONSTRUCTION DETAILS C7.6 CONSTRUCTION DETAILS C7.7 CONSTRUCTION DETAILS C7.8 CONSTRUCTION DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS E01 LIGHTING PLAN CALCULATIONS 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 ANGIE CONN, AICP BUILDING & CODE SERVICES CITY OF CARMEL 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2444 WILLIAM (BILL) HOLT SANITARY SEWER TRICO 10701 NORTH COLLEGE AVENUE INDIANAPOLIS, IN 46280 (317) 660-6604 RYAN HARTMAN WATER CITY OF CARMEL 30 WEST MAIN STREET, SUITE 200 CARMEL, IN 46032 (317) 733-2855 STEVE COOK (NOT TO SCALE) COUNTY VICINITY MAP NORTH NORTH PROJECT LOCATION W CARMEL DRS GUILFORD RDCITY CENTER DR LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C1.0GENERALNOTESGENERAL NOTES EARTHWORK NOTES SANITARY SEWER NOTES WATERMAIN NOTES SIGNING AND PAVEMENT MARKING NOTES STORM SEWER NOTES PAVING NOTES DEMOLITION NOTES EROSION CONTROL NOTES WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION, DEPTH AND SIZE OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C1.1CITY OF CARMEL- GENERALNOTES” CBLCBLCBLCBLCBLCBLCBLUGEUGEUGEUGEUGEUGEUGEUGECBL CBL CBL CBL CBL TTTT8398408398398009FD REB A R 5/81FTUP EL=835.72N:1717356.67E:195787.318010FD REBAR 2INUPWEIHE EL=836.34N:1717362. 68 E:195787.19 8011FD REB AR 2I N U P K E E L E R WEB EL=836.44N:1717352.03E:195783.138012FD REBAR 2INBGEL=836.53 N:171 7604.24E:196168.508015FD REBAR FLUS H EL=839.68 N:171 7831.49E:195785.948023ALUM MON 4I NBG EL=836.27N:1717667. 15 E:196173.058024ALU M M O N 4INB G EL=840.00 N:17 18040.86E:195982.5 48025ALUM MON 4INBGEL=840.42N:1718134.94E:195923.86 S T WW E W T E D E T E E E T T G E S 29 PS 26 PS 19 PS 16 PS 13 PSGENERATORTBM EL=841.07 CUT "X" ON TOP F H B O L T ETSHEDETFFE=839.81 FFE=839.85ETINLET RIM=838.5 5 IE=834.60(18"RC P N E ) IE=834.40(18"RCP S W ) INLET RIM=838.67IE=834.32(18"RCP N E ) IE=834.57(15"RC P S W ) IE=834.22(18"RCP N W ) IE=836.12(12"PV C S ) SDMH RIM=840.14 IE=834.91(18"RCP SW) IE=832.91(15"RCP NE, SE) IE=832.61(30"RCP NW) EXISTING STR. A INLET RIM=837.8 5 IE=836.25(10"PVC E ) IE=836.05(15"RC P N W )INLET RIM=837.98IE=836.58(6"PVC SW)IE=835.78(15"RCP SE)IE=835.78(6"PVC NW)IE=835.73(18"RCP NE)INLET RIM=834.86IE=832.06(15"RCP E)IE=832.21(12"PVC W)INLET RIM=834.86IIE=832.21(12"PVC E)EXISTING STR. B INLET RIM=839.50 IE=836.60(12"PV C N ) IE=836.60(8"PVC S ) INLET RIM=836.4 4 IE=818.14(12"PVC N , S ) IE=823.44(10"PV C W ) IE=830.44(8"PVC N ) INLET RIM=838.3 9 IE=834.44(15"RC P N E )ESTIMATED LINEWORKNOT INCLUDED IN SURVEYEXISTING STORM STRUCTURE RIM=836.41 IE=831.26 (UNKNOWN SIZE SE) IE=831.31 (15" RCP SW) IE=831.36 (10" NW) (PER TLF PLANS DATED 04/03/97) D F E T T EXISTING LEGEND LAKESIDEAPARTMENTSPHASE II(ACCESS DRIVE)©NOT APPR OVED F O R CONST R UCTI ON C2.0EXISTINGCONDITIONS &DEMOLITIONNORTHDEMOLITION LEGEND NOTES GENERAL DEMOLITION NOTES DEMOLITION NOTES · · · · DEMOLITION NOTES BENCHMARKS TTTTTRCBLCBLCBLCBLCBLCBLCBLUGEUGEUGEUGEUG E U G EUGE UGE UGEUGEUGEUGEUGEUGECBL CBL CBLCBL CBL CBL CBL CBL CBL CBL 838837837838839837839 839840840839839TTTTTRCBLCBLCBLCBLCBLCBLCBLUGEUGEUGEUGEUG E U G EUGE UGE UGEUGEUGEUGEUGEUGECBL CBL CBLCBL CBL CBL CBL CBL CBL CBL 838837837838839837839 839840840839839S 836.57836.21835.50835.15835.61835.06835.36835.53835.85836.32835.97835.85836.68836.67836.20835.85836.48836.05836.36836.88836.30836.77837.29836.83837.26837.78837.20837.71838.18837.78838.09838.72838.15T75075838.65THH838.59839.16838.46838.53838.44838.53838.78839.29839.24839.69840.31839.77839.90840.02840.10840.22840.27840.03840.59839.70839.67WW839.72840.11839.89840.12840.37840.38T75146841.09THHE75147841.23EHH W 840.61839.80839.40839.43839.22841.00841.77841.74841.46841.56841.26841.18840.71840.82840.43840.37840.39840.22840.06839.65839.78839.02838.88T 839.15837.89837.96837.07839.6840.0840.3840.3840.5839.575221837.13LIGHT POLE 837.35837.57836.52836.62836.70838.02837.37837.04836.79836.08835.36835.08837.52837.76838.00838.20838.21838.28838.31838.85838.98839.54839.27838.48837.86837.27837.00836.53836.27836.02835.98835.75835.88835.76835.29835.29835.34836.075294835.98LIGHT POLE835.15835.10835.14835.23835.19835.36837.13837.32837.0675322836.97LIGHT POLE E753230.00ELEC B OX ?839.31839.06838.93839.12839.34839.93840.19840.31840.03840.7840.4840.2D 839.1676050839.06LIGHT POLE839.00838.97838.95838.84838.85838.90838.99839.06839.36E 838.95838.66838.59838.62838.73838.87839.00838.86838.6276098839.55LIGHT POLE839.48839.26839.25839.18839.40839.69839.69839.50839.1839.376121838.87LIGHT POLE E 839.09838.60838.70838.92839.11839.15839.11838.59838.08838.13838.4839.0839.3839.5839.8839.9840.2840.4T76181840.35TPED839.46839.57838.44838.26838.05838.00837.73E762100.00ELEC BOX 839.06838.56838.90839.65E762200.00ELEC BOX 838.87838.98839.65839.57838.94839.8839.38838.82838.71839.32839.5838.67838.78835.83836.8076263837.79LIGHT POLE837.4376268836.76ET76269838.49POWER POLE OH H9 B G OES WEST837.86838.35838.7076282839.10LIGHT POLE839.02840.7840.7839.62840.80840.67840.64840.51840.38840.27839.74840.98840.97840.97839.60839.87842.2840.1839.9840.6839.6840.3840.3839.8838.61838.64838.71839.30839.7839.44838.77838.87838.85838.80839.46839.35838.72838.30838.94839.4838.73837.90838.58838.11837.72836.22835.70835.91835.85837.12837.17837.61837.18837.03836.93836.89837.2E 837.5276450837.45LIGHT POLE 837.8839.15838.40837.56837.22836.92836.95836.88836.78836.80836.78837.11836.70836.30836.18836.16837.0837.1837.5837.6836.0836.3836.1835.6835.5837.276521836.07BOLLARD 676522836.01BOLLAR D 6836.14836.0835.7834.9835.2835.076534835.23ET836.2836.1835.4835.3835.7835.6836.7837.0839.42839.39839.0835.2835.5834.5834.6835.5835.2835.8836.4835.5836.1836.4837.2836.8837.0837.2838.0840.0840.0839.9839.2836.6836.476589835.35EDGE OF ASPH B76590835.35EDGE OF ASPH BC835.21835.29834.46833.60835.09835.28835.26835.33834.92834.59834.67834.49834.75834.76836.0T 837.88834.8837.0842.1836.776715840.29ETT76716840.09TPED840.6842.0841.8G E767550.00ELEC BOX839.86839.97840.59840.69839.91839.86839.80839.94839.95838.53838.14838.54838.69839.19S 29 PS 26 PS 19 PS 16 PS 13 PSGENERATORTBM EL=841.07 CUT "X" ON TOP F H B O L T ETSHEDETFFE=839.81 FFE=839.85ETINLET RIM=838.5 5 IE=834.60(18"RC P N E ) IE=834.40(18"RCP S W ) INLET RIM=842.1 3 IE=819.13(12"PV C N , S ) INLET RIM=838.67IE=834.32(18"RCP N E ) IE=834.57(15"RC P S W ) IE=834.22(18"RCP N W ) IE=836.12(12"PV C S ) SDMH RIM=840.14 IE=834.91(18"RCP SW) IE=832.91(15"RCP NE, SE) IE=832.61(30"RCP NW) EXISTING STR. A INLET RIM=837.8 5 IE=836.25(10"PVC E ) IE=836.05(15"RC P N W )INLET RIM=837.98IE=836.58(6"PVC SW)IE=835.78(15"RCP SE)IE=835.78(6"PVC NW)IE=835.73(18"RCP NE)INLET RIM=834.86IE=832.06(15"RCP E)IE=832.21(12"PVC W)INLET RIM=834.86IIE=832.21(12"PVC E)EXISTING STR. B INLET RIM=839.50 IE=836.60(12"PV C N ) IE=836.60(8"PVC S ) INLET RIM=836.4 4 IE=818.14(12"PVC N , S ) IE=823.44(10"PVC W ) IE=830.44(8"PVC N ) INLET RIM=838.3 9 IE=834.44(15"RCP N E )59.79.810.010.0 10.0 221.8 201.5 40.0 40.2 29.029.229.229.1202.3 221.859.910.010.0 10.010.0 ESTIMATED LINEWORKNOT INCLUDED IN SURVEYEXISTING STORM STRUCTURE RIM=836.41 IE=831.26 (UNKNOWN SIZE SE) IE=831.31 (15" RCP SW) IE=831.36 (10" NW) (PER TLF PLANS DATED 04/03/97) D WEST CARMEL D R I V E 80 LF OF 8" @ 0.40% PER CRIPE PLANS DATED 05/02/86 S INLET RIM=841.4 IE=831.75(8"PVC S W )PER CRIPE PLAN S D A T E D 0 5 / 0 2 / 8 6 80 LF OF 8" @ 1.00% PER CRIPE PLANS DATED 05/02/86 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGEUGEUGEF E T T EXISTING LEGEND LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ONNORTH C2.0EXISTINGCONDITIONSBENCHMARKS CBLCBLCBLCBLCBLCBLCBLUGEUGEUGEUGEUGEUGEUGEUGECBL CBL CBL CBL CBL TTTT839840839839S T WW E W T E D E T E E E T T G E 29 PS 26 PS 19 PS 16 PS 13 PSGENERATORTBM EL=841.07 CUT "X" ON TOP F H B O L T ETSHEDETFFE=839.81 FFE=839.85ETINLET RIM=838.5 5 IE=834.60(18"RC P N E ) IE=834.40(18"RCP S W ) INLET RIM=838.67 IE=834.32(18"RCP N E ) IE=834.57(15"RC P S W ) IE=834.22(18"RCP N W ) IE=836.12(12"PV C S ) SDMH RIM=840.14 IE=834.91(18"RCP SW) IE=832.91(15"RCP NE, SE) IE=832.61(30"RCP NW) EXISTING STR. A INLET RIM=837.8 5 IE=836.25(10"PVC E ) IE=836.05(15"RCP N W )INLET RIM=837.98IE=836.58(6"PVC SW)IE=835.78(15"RCP SE)IE=835.78(6"PVC NW)IE=835.73(18"RCP NE)INLET RIM=834.86IE=832.06(15"RCP E)IE=832.21(12"PVC W)INLET RIM=834.86IIE=832.21(12"PVC E)EXISTING STR. B INLET RIM=839.50 IE=836.60(12"PV C N ) IE=836.60(8"PVC S ) INLET RIM=836.4 4 IE=818.14(12"PVC N , S ) IE=823.44(10"PV C W ) IE=830.44(8"PVC N ) INLET RIM=838.3 9 IE=834.44(15"RC P N E )ESTIMATED LINEWORKNOT INCLUDED IN SURVEYEXISTING STORM STRUCTURE RIM=836.41 IE=831.26 (UNKNOWN SIZE SE) IE=831.31 (15" RCP SW) IE=831.36 (10" NW) (PER TLF PLANS DATED 04/03/97) D WEST CARMEL D R I V E 80 LF OF 8" @ 0.40% PER CRIPE PLANS DATED 05/02/86 S IE=831.75(8"PVC S W )PER CRIPE PLAN S D A T E D 0 5 / 0 2 / 8 6 80 LF OF 8" @ 1.00% PER CRIPE PLANS DATED 05/02/86 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGEUGEUGEF E T T EXISTING LEGEND LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C2.1EXISTINGCONDITIONS &DEMOLITIONNORTHDEMOLITION LEGEND NOTES GENERAL DEMOLITION NOTES DEMOLITION NOTES · · · · DEMOLITION NOTES BENCHMARKS TTTT840BUILDING 1 4 STORY ±13,433 SF (FOOTP R I N T ) ±53,732 SF (GRO S S ) TYPE 3 MIRRORE D BUILDING 24 STORY±10,550 SF (FOOTPRINT)±42,200 SF (GROSS)TYPE 2BUILDING 34 STORY±13,433 SF (FOOTPRINT)±53,732 SF (GROSS)TYPE 3S T WW E W D S ETETESTIMATED LINEWORKNOT INCLUDED IN SURVEYD WEST CARMEL D R I V E S UGEUGEF E T T EXISTING LEGEND LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON GENERAL NOTES KEY NOTES PAVING AND CURB LEGEND PARKING SUMMARY BENCHMARKS C3.0SITE PLANNORTHBENCHMARKS S T WW E W D S GENERATORETSHEDETESTIMATED LINEWORKNOT INCLUDED IN SURVEYD WEST CARMEL D R I V E S UGEUGETTTTD839840839839BUILDING 1 4 STORY ±13,433 SF (FOOTP R I N T ) ±53,732 SF (GRO S S ) TYPE 3 MIRRORE D BUILDING 24 STORY±10,550 SF (FOOTPRINT)±42,200 SF (GROSS)TYPE 2BUILDING 34 STORY±13,433 SF (FOOTPRINT)±53,732 SF (GROSS)TYPE 3LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ONNORTHACCESSIBLE PAVING NOTES ACCESSIBLE PAVING LEGEND C3.1ACCESSIBLEROUTE PLAN S T WW W D S GENERATORSHEDINLET RIM=838.5 5 IE=834.60(18"RC P N E ) IE=834.40(18"RCP S W ) INLET RIM=838.67IE=834.32(18"RCP N E ) IE=834.57(15"RC P S W ) IE=834.22(18"RCP N W ) IE=836.12(12"PV C S ) SDMH RIM=840.14 IE=834.91(18"RCP SW) IE=832.91(15"RCP NE, SE) IE=832.61(30"RCP NW) EXISTING STR. A INLET RIM=837.8 5 IE=836.25(10"PVC E ) IE=836.05(15"RC P N W )INLET RIM=837.98IE=836.58(6"PVC SW)IE=835.78(15"RCP SE)IE=835.78(6"PVC NW)IE=835.73(18"RCP NE)INLET RIM=836.4 4 IE=818.14(12"PVC N , S ) IE=823.44(10"PV C W ) IE=830.44(8"PVC N ) INLET RIM=838.3 9 IE=834.44(15"RC P N E )ESTIMATED LINEWORKNOT INCLUDED IN SURVEYEXISTING STORM STRUCTURE RIM=836.41 IE=831.26 (UNKNOWN SIZE SE) IE=831.31 (15" RCP SW) IE=831.36 (10" NW) (PER TLF PLANS DATED 04/03/97) D WEST CARMEL D R I V E 80 LF OF 8" @ 0.40% PER CRIPE PLANS DATED 05/02/86 S INLET RIM=841.4 IE=831.75(8"PVC S W )PER CRIPE PLAN S D A T E D 0 5 / 0 2 / 8 6 80 LF OF 8" @ 1.00% PER CRIPE PLANS DATED 05/02/86 UGEUGEBUILDING 1 4 STORY ±13,433 SF (FOOTP R I N T ) ±53,732 SF (GRO S S ) TYPE 3 MIRRORE D BUILDING 24 STORY±10,550 SF (FOOTPRINT)±42,200 SF (GROSS)TYPE 2BUILDING 34 STORY±13,433 SF (FOOTPRINT)±53,732 SF (GROSS)TYPE 3F E T T EXISTING LEGEND LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C4.0EROSIONCONTROL PLANNORTHEROSION CONTROL LEGEND TEMPORARY EROSION CONTROL NOTES EROSION CONTROL NOTES BENCHMARKS CONCRETE WASHOUT PLAN VIEW NOT TO SCALE STAPLE DETAIL CONCRETE WASHOUT SIGN DETAIL (OR EQIVALENT) SECTION B-B NOT TO SCALE CONCRETE WASHOUT N.T.S. CONSTRUCTION ENTRANCE N.T.S. GENERAL NOTES: INLET PROTECTION N.T.S. B B F E C A D ** ** SEEDING CHART SECTION PLAN ™ ®™ FILTER SOCK SEDIMENT CONTROL N.T.S. ®™ SEDIMENTATION/SILT FENCE N.T.S.LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C4.1EROSIONCONTROL DETAILSEROSION CONTROL BLANKET (SLOPE INSTALLATION) N.T.S. LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C4.2SWPPP–– ™ S T75075838.65THHWW E75147841.23EHH W D 76263837.79LIGHT POLE76268836.76ET76269838.49POWER POLE OH H9 B G OES WEST 76282839.10LIGHT POLE76534835.23ETS GENERATORETSHEDETINLET RIM=838.5 5 IE=834.60(18"RC P N E ) IE=834.40(18"RCP S W ) INLET RIM=842. 1 3 IE=819.13(12"PV C N , S ) INLET RIM=838.67IE=834.32(18"RCP N E ) IE=834.57(15"RC P S W ) IE=834.22(18"RCP N W ) IE=836.12(12"PV C S ) SDMH RIM=840.14 IE=834.91(18"RCP SW) IE=832.91(15"RCP NE, SE) IE=832.61(30"RCP NW) EXISTING STR. A INLET RIM=837.8 5 IE=836.25(10"PVC E ) IE=836.05(15"RC P N W )INLET RIM=837.98IE=836.58(6"PVC SW)IE=835.78(15"RCP SE)IE=835.78(6"PVC NW)IE=835.73(18"RCP NE)INLET RIM=836.4 4 IE=818.14(12"PVC N , S ) IE=823.44(10"PV C W ) IE=830.44(8"PVC N ) INLET RIM=838.3 9 IE=834.44(15"RC P N E )ESTIMATED LINEWORKNOT INCLUDED IN SURVEYEXISTING STORM STRUCTURE RIM=836.41 IE=831.26 (UNKNOWN SIZE SE) IE=831.31 (15" RCP SW) IE=831.36 (10" NW) (PER TLF PLANS DATED 04/03/97) D WEST CARMEL D R I V E 80 LF OF 8" @ 0.40% PER CRIPE PLANS DATED 05/02/86 S INLET RIM=841.4 IE=831.75(8"PVC S W )PER CRIPE PLAN S D A T E D 0 5 / 0 2 / 8 6 80 LF OF 8" @ 1.00% PER CRIPE PLANS DATED 05/02/86 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGEUGEUGEBUILDING 1 4 STORY ±13,433 SF (FOOTP R I N T ) ±53,732 SF (GRO S S ) TYPE 3 MIRRORE D BUILDING 24 STORY±10,550 SF (FOOTPRINT)±42,200 SF (GROSS)TYPE 2BUILDING 34 STORY±13,433 SF (FOOTPRINT)±53,732 SF (GROSS)TYPE 3BUILDING 1 4 STORY±13,433 SF (FOOT P R I N T ) ±53,732 SF (GROS S ) TYPE 3 MIRRORE D FF=839.90 BUILDING 24 STORY±10,550 SF (FOOTPRINT)±42,200 SF (GROSS)TYPE 2FF=839.70BUILDING 34 STORY±13,433 SF (FOOTPRINT)±53,732 SF (GROSS)TYPE 3FF=838.80LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON GRADING LEGEND GRADING NOTES C5.0GRADING PLANNORTHF E T T EXISTING LEGEND BENCHMARKS MINIMUM FLOOD PROTECTION GRADE (MFPG) MINIMUM LOWEST ADJACENT GRADE (MLAG) DRAINAGE SUMMARY CBLCBLCBLCBLCBLCBLCBLUGEUGEUGEUGEUGEUGEUGEUGECBL CBL CBL CBL CBL TTTT839840839839S T WW E W D S GENERATORETSHEDETINLET RIM=838.5 5 IE=834.60(18"RC P N E ) IE=834.40(18"RCP S W ) IE=819.13(12"PV C N , S ) INLET RIM=838.67IE=834.32(18"RCP N E ) IE=834.57(15"RC P S W ) IE=834.22(18"RCP N W ) IE=836.12(12"PV C S ) SDMH RIM=840.14 IE=834.91(18"RCP SW) IE=832.91(15"RCP NE, SE) IE=832.61(30"RCP NW) EXISTING STR. A INLET RIM=837.8 5 IE=836.25(10"PVC E ) IE=836.05(15"RCP N W )INLET RIM=837.98IE=836.58(6"PVC SW)IE=835.78(15"RCP SE)IE=835.78(6"PVC NW)IE=835.73(18"RCP NE)INLET RIM=836.4 4 IE=818.14(12"PVC N , S ) IE=823.44(10"PV C W ) IE=830.44(8"PVC N ) INLET RIM=838.3 9 IE=834.44(15"RC P N E )ESTIMATED LINEWORKNOT INCLUDED IN SURVEYEXISTING STORM STRUCTURE RIM=836.41 IE=831.26 (UNKNOWN SIZE SE) IE=831.31 (15" RCP SW) IE=831.36 (10" NW) (PER TLF PLANS DATED 04/03/97) D WEST CARMEL D R I V E 80 LF OF 8" @ 0.40% PER CRIPE PLANS DATED 05/02/86 S INLET RIM=841.4 IE=831.75(8"PVC S W )PER CRIPE PLAN S D A T E D 0 5 / 0 2 / 8 6 80 LF OF 8" @ 1.00% PER CRIPE PLANS DATED 05/02/86 UGEUGEBUILDING 1 4 STORY ±13,433 SF (FOOTP R I N T ) ±53,732 SF (GROS S ) TYPE 3 MIRRORE D BUILDING 24 STORY±10,550 SF (FOOTPRINT)±42,200 SF (GROSS)TYPE 2BUILDING 34 STORY±13,433 SF (FOOTPRINT)±53,732 SF (GROSS)TYPE 3UTILITY LEGEND GENERAL UTILITY NOTES UTILITY NOTES KEY NOTES LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C6.0UTILITY PLANNORTHF E T T EXISTING LEGEND BENCHMARKS UNDERGROUND DETENTION ROWS VARIES CHAMBERS/ROW VARIES CHAMBER TYPE ADS STORMTECH SC-740 STONE INVERT 831.83 CHAMBER INVERT 832.33 TOP OF CHAMBER 834.83 CHAMBER SPACING 6" SIDE STONE 12" TOTAL CHAMBERS 190 CHAMBER VOLUME 0.20 AC-FT TOTAL VOLUME 0.343 AC-FT TYPICAL WATER SERVICE ENLARGEMENT S T ETINLET RIM=836.44IE=818.14(12"PVC N,S)IE=823.44(10"PVC W)IE=830.44(8"PVC N)EXISTING STORM STRUCTURERIM=836.41IE=831.26 (UNKNOWN SIZE SE)IE=831.31 (15" RCP SW)IE=831.36 (10" NW)(PER TLF PLANS DATED 04/03/97)DBUILDING 24 STORY±10,469 SF (FOOTPRINT)±41,876 SF (GROSS)FF=840.90BUILDING 34 STORY±13,252 SF (FOOTPRINT)±53,008 SF (GROSS)FF=840.45STRM LINE 1 H: 1"=30 | V: 1"=3 LAKESIDEAPARTMENTSPHASE II(ACCESS DRIVE)©NOT APPR OVED F O R CONST R UCTI ON UTILITY LEGEND GENERAL PLAN NOTES PLAN & PROFILE NOTES PLAN & PROFILE LEGEND GENERAL PLAN NOTES NORTH C6.1STORM PLANAND PROFILESNOTES AND LEGEND ™ LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C6.1STRUCTUREDATA TABLES S ETINLET RIM=836.44IE=818.14(12"PVC N,S)IE=823.44(10"PVC W)IE=830.44(8"PVC N)EXISTING STORM STRUCTURERIM=836.41IE=831.26 (UNKNOWN SIZE SE)IE=831.31 (15" RCP SW)IE=831.36 (10" NW)(PER TLF PLANS DATED 04/03/97)D80 LF OF 8" @ 0.40%PER CRIPE PLANS DATED 05/02/86UGEUGEUGEUGE4 STORY±13,433 SF (FOOTPRINT)±53,732 SF (GROSS)TYPE 3STORM LINE 1 H: 1"=30 | V: 1"=3 STORM LINE 2 H: 1"=30 | V: 1"=3 STORM LINE 3 H: 1"=30 | V: 1"=3 STORM LINE 4 H: 1"=30 | V: 1"=3 LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON UTILITY LEGEND GENERAL PLAN NOTES PLAN & PROFILE NOTES PLAN & PROFILE LEGEND GENERAL PLAN NOTES NORTH C6.2STORM PLANAND PROFILESNOTES AND LEGEND W W T E W D S GENERATORETINLET RI M = 8 3 8. 5 5 IE=8 3 4. 6 0 ( 1 8 " R C P N E )IE=834. 4 0 ( 1 8 " R C P S W) INLE T R I M = 8 4 2 . 1 3 IE=819. 1 3 ( 1 2 " P V C N , S )INLET RI M = 8 3 8. 6 7 IE=834. 3 2 ( 1 8 " R C P N E )IE=834 . 5 7( 1 5 " R C P S W )IE=834 . 2 2( 1 8 " R C P N W )IE=836 . 1 2( 1 2 " P V C S ) SDM H RI M = 8 4 0. 1 4 IE=83 4. 9 1( 1 8" R C P S W)IE=83 2. 9 1( 1 5" R C P N E, S E)IE=83 2. 6 1( 3 0" R C P N W) EXIST I N G S T R. A INLE T RI M = 8 3 7 . 8 5 IE=83 6 . 2 5 ( 1 0 " P V C E )IE=836. 0 5 ( 1 5 " R C P N W )INLET RIM=837.98IE=836.58(6"PVC SW)IE=835.78(15"RCP SE)IE=835.78(6"PVC NW)IE=835.73(18"RCP NE)INLET R I M = 8 3 8. 3 9 IE=834. 4 4 ( 1 5 " R C P N E ) WEST C A R M E L D RI V E UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGE UGEUGECBLCBLCBLCBLUGEUGEUGEUGEUGECBL CBL CBL CBL CBLCBL CBL CBL CBL CBL CBLCBL CBLTTTTTRDBUILDI N G 1 4 STO R Y ±13,4 3 3 S F ( F O O T P RI N T ) ±53,7 3 2 S F ( G R O S S) TYPE 3 MI R R O R E D BUILDING 24 STORY±10,550 SF (FOOTPRINT)±42,200 SF (GROSS)TYPE 2BUILDING 34 STORY±13,433 SF (FOOTPRINT)±53,732 SF (GROSS)TYPE 3STORM LINE 6 H: 1"=30 | V: 1"=3 STORM LINE 7 H: 1"=30 | V: 1"=3 LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON PLAN & PROFILE LEGEND GENERAL PLAN NOTES UTILITY LEGEND GENERAL PLAN NOTES PLAN & PROFILE NOTES C6.3STORM PLANAND PROFILESNOTES AND LEGEND NORTH S T T E E T TET INLET RIM=836.44IE=818.14(12"PVC N,S)IE=823.44(10"PVC W)IE=830.44(8"PVC N)EXISTING STORM STRUCTURERIM=836.41IE=831.26 (UNKNOWN SIZE SE)IE=831.31 (15" RCP SW)IE=831.36 (10" NW)(PER TLF PLANS DATED 04/03/97)DBUILDING 24 STORY±10,469 SF (FOOTPRINT)±41,876 SF (GROSS)FF=840.90BUILDING 34 STORY±13,252 SF (FOOTPRINT)±53,008 SF (GROSS)FF=840.45SSWR LINE 1 H: 1"=30 | V: 1"=3 LAKESIDEAPARTMENTSPHASE II(ACCESS DRIVE)©NOT APPR OVED F O R CONST R UCTI ON UTILITY LEGEND GENERAL PLAN NOTES PLAN & PROFILE NOTES PLAN & PROFILE LEGEND GENERAL PLAN NOTES NORTH C6.4SANITARY PLANAND PROFILES ACCESSIBLE PARKING SYMBOL N.T.S. TYPICAL HANDICAP STRIPING N.T.S. STANDARD SIGN BASE N.T.S. TRAFFIC FLOW ARROW N.T.S. ACCESSIBLE PARKING SIGNAGE N.T.S. RESERVED PARKING $250 FINE VAN ACCESSIBLE STOP BAR N.T.S. STANDARD DUTY ASPHALTIC PAVEMENT SECTION N.T.S. STOP STOP SIGN N.T.S. CONCRETE PARKING BUMPER N.T.S.TYPICAL CONCRETE JOINT DETAILS N.T.S. PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL N.T.S. BIKE RACK DETAIL N.T.S. STANDARD DUTY CONCRETE PAVEMENT SECTION N.T.S. ASPHALT / CONCRETE INTERFACE N.T.S. VARIBLE HEIGHT CONCRETE CURB DETAIL N.T.S.LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C7.0CONSTRUCTIONDETAILS LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C7.1CONSTRUCTIONDETAILS LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C7.2CONSTRUCTIONDETAILS LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C7.3CONSTRUCTIONDETAILS LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C7.4CONSTRUCTIONDETAILS LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C7.5CONSTRUCTIONDETAILS PAVEMENT UNDERDRAINS N.T.S.ROOF DRAIN CONNECTION DETAIL N.T.S. STORM CLEAN-OUT N.T.S.LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C7.6CONSTRUCTIONDETAILS LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R UCTI ON C7.7CONSTRUCTIONDETAILSENTRY SIGNAGE WALL DETAILS N.T.S. LAKESIDEAPARTMENTS -PHASE II©NOT APPR OVED F O R CONST R U CTI ON C7.8CONSTRUCTIONDETAILS