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1st on Main Full SetC-100 FINAL CONSTRUCTION PLANS VICINITY MAP PROJECT LOCATION LOCATION MAP 1st ST NE NORTHNORTHPLAN INDEX SHEET #SUBJECT LEGAL DESCRIPTION UTILITIES PROJECT LOCATION E MAIN STN RANGELINE RD1st AVE NE1ST ON MAIN CARMEL, INDIANA DEVELOPER LAUTH GROUP, INC. 10 WEST CARMEL DRIVE, SUITE 100 CARMEL, IN 46032 PHONE: (317) 464-7517 CONTACT: KEN STROKE EMAIL: kstroke@lauth.net ENGINEER CROSSROAD ENGINEERS, PC 115 N. 17th AVE. BEECH GROVE, IN 46107 PHONE: (317) 780-1555 CONTACT: GREGORY J. ILKO EMAIL: gilko@crossroadengineers.com CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSTITLE SHEETTITLE SHEET GENERAL PROJECT SUMMARY C-100 FINAL CONSTRUCTION PLANS VICINITY MAP PROJECT LOCATION LOCATION MAP 1st ST NE NORTHNORTHPLAN INDEX SHEET #SUBJECT LEGAL DESCRIPTION UTILITIES PROJECT LOCATION E MAIN STN RANGELINE RD1st AVE NE1ST ON MAIN CARMEL, INDIANA DEVELOPER LAUTH GROUP, INC. 10 WEST CARMEL DRIVE, SUITE 100 CARMEL, IN 46032 PHONE: (317) 464-7517 CONTACT: KEN STROKE EMAIL: kstroke@lauth.net ENGINEER CROSSROAD ENGINEERS, PC 115 N. 17th AVE. BEECH GROVE, IN 46107 PHONE: (317) 780-1555 CONTACT: GREGORY J. ILKO EMAIL: gilko@crossroadengineers.com CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTSTITLE SHEETTITLE SHEET GENERAL PROJECT SUMMARY 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NETBM#400 TBM#402 TBM#401 ALLEY TBM#407 TBM#403 TBM#405 TBM#406 N89°44'42"E 304.42' S00°06'04"E 126.23' S89°44'42"W 52.42' S00°06'04"E 142.00' N00°06'04"W 268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78' S89°44'42"W 252.00' EXISTING UTILITY LEGEND C-200CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSTOPOGRAPHICAL NOTES EXISTING LEGEND – ‘□’ “” – – ‘□’ – ‘’ “”“” – ‘’“”“” ” – ‘’ ”“” – ‘□’ “”“” – ‘’“ ”“” BENCHMARK INFORMATION FLOODPLAIN INFORMATION NORTHTOPOGRAPHICAL SURVEYTOPOGRAPHICAL SURVEY N89°44'42"E 304.42' S00°06'04"E 126.23' S89°44'42"W 52.42' S00°06'04"E 142.00' N00°06'04"W 268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78' S89°44'42"W 252.00' 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NEALLEY J J J TBM#400 TBM#402 TBM#401 J J J J J A A EXISTING UTILITY LEGEND DEMOLITION ANDPRE-CONSTRUCTION SWPPPCONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO. (YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSEXISTING LEGEND – ‘□’ “ ” – – ‘□’ – ‘ ’ “ ” “ ” – ‘ ’ “ ” “ ” ” – ‘ ’ ” “ ” – ‘□’ “ ” “ ” – ‘ ’“ ” “” BENCHMARK INFORMATION FLOODPLAIN INFORMATIONNORTHSECTION A-A TEMPORARY CONSTRUCTION ENTRANCE DETAIL ATTACHING TWO SILT FENCES SILT FENCE DETAIL EROSION CONTROL NOTES DEMOLITION NOTES DEMOLITION LEGEND SILTSACK INLET FILTER DETAIL ® C-201 DEMOLITION AND PRE-CONSTRUCTION SWPPP N89°44'42"E 304.42' S00°06'04"E 126.23' S89°44'42"W 52.42' S00°06'04"E 142.00' N00°06'04"W 268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78' S89°44'42"W 252.00' 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NEALLEY J J J TBM#400 TBM#402 TBM#401 J J J J J A A EXISTING UTILITY LEGEND DEMOLITION ANDPRE-CONSTRUCTION SWPPPCONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTSEXISTING LEGEND – ‘□’ “” – – ‘□’ – ‘’ “”“” – ‘’“”“” ” – ‘’ ”“” – ‘□’ “”“” – ‘’“ ”“” BENCHMARK INFORMATION FLOODPLAIN INFORMATIONNORTHSECTION A-A TEMPORARY CONSTRUCTION ENTRANCE DETAIL ATTACHING TWO SILT FENCES SILT FENCE DETAIL EROSION CONTROL NOTES DEMOLITION NOTES DEMOLITION LEGEND SILTSACK INLET FILTER DETAIL ® C-201 DEMOLITION AND PRE-CONSTRUCTION SWPPP N89°44'42"E 304.42' S00°06'04"E 126.23' S89°44'42"W 52.42' S00°06'04"E 142.00' N00°06'04"W 268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78' S89°44'42"W 252.00' 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NEALLEY J J J TBM#400 TBM#402 TBM#401 J J J J J A A EXISTING UTILITY LEGEND DEMOLITION ANDPRE-CONSTRUCTION SWPPPCONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSEXISTING LEGEND – ‘□’ “” – – ‘□’ – ‘’ “”“” – ‘’“”“” ” – ‘’ ”“” – ‘□’ “”“” – ‘’“ ”“” BENCHMARK INFORMATION FLOODPLAIN INFORMATIONNORTHSECTION A-A TEMPORARY CONSTRUCTION ENTRANCE DETAIL ATTACHING TWO SILT FENCES SILT FENCE DETAIL EROSION CONTROL NOTES DEMOLITION NOTES DEMOLITION LEGEND SILTSACK INLET FILTER DETAIL ® C-201 DEMOLITION AND PRE-CONSTRUCTION SWPPP STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICAL ROOM IT ROOMAT&T EQUIPMENTACCESS N89°44'42"E 304.42' S00°06'04"E 126.23' S89°44'42"W 52.42' S00°06'04"E 142.00' N00°06'04"W 268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78' S89°44'42"W 252.00' 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NED1D1D1 D1 D1 D1 D DD D D BB B B B B B B C1 C1 C1 C1C1 ALLEY D D D J J JJJ J J J J J J B J C J D J J G G K K K K K J J J J J J J J J J J J G H H G S J J K K J K J J F F F G1 R R R L K1 Z Z Z Z Z Z Z Z Z M R K J J CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTHCITY OF CARMEL STANDARDSCOMBINED CURB AND GUTTER TYPE II C-300 SITE DIMENSION NOTES SITE DIMENSION LEGEND TYPICAL CONCRETE PAVEMENT SECTION MONOLITHIC CURB AND SIDEWALK STRAIGHT CONCRETE CURB CONCRETE SIDEWALK SITE DIMENSION PLANSITE DIMENSION PLAN STREET CUT REPAIR DETAIL HEAVY DUTY CONCRETE PAVEMENT SECTION TYPICAL CAST-IN-PLACE CONCRETE RETAINING WALL SECTION RAIL DETAIL LOW PERMEABILITY SUBGRADE, SLOPE TO UNDERDRAIN 8" #2 AGGREGATE 6" #8 WASHED AGGREGATE 1-1/2" #11 WASHED AGGREGATE DRAINAGE VOID, MAX. 3/8", FILL W/ SHARP WASHED MASONS SAND UNDERDRAIN PIPE SURFACE WATER FLOW DECORATIVE PERMEABLE PAVER GEOTEXTILE FILTER FABRIC GEOTEXTILE FILTER FABRIC ON SIDES (TYP.) PERMEABLE PAVER DETAIL E MAIN STREET 1st AVE NE ALLEYROAD CLOSED AHEAD ROAD CLOSED AHEAD 1st STREET NE D N RANGELINE ROAD CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTHC-301MAINTENANCE OF TRAFFIC PLANMAINTENANCE OF TRAFFIC PLAN MAINTENANCE OF TRAFFIC NOTES: ACCEPTABLE CHANNELING DEVICES PLACEMENT OF CHANNELIZING DEVICES TYPICAL SIGN STANDARD AND FRONT VIEW SIDE VIEW FLAGMEN STANDARDS AND PROCEDURES STOP SLOW SLOW ROAD CLOSURE SIGN ASSEMBLY DRUM MAINTENANCE OF TRAFFIC PLAN - 1st STREET NE NORTHMAINTENANCE OF TRAFFIC PLAN - RANGELINE ROAD MAINTENANCE OF TRAFFIC PLAN - MAIN STREET MAINTENANCE OF TRAFFIC PLAN - 1st AVE NE SIGN DETAIL L E G E N D TYPICAL CONSTRUCTION SIGN STANDARD BARRICADE, TYPE III-B ROAD CLOSURE SIGN ASSEMBLY STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICALROOM IT ROOMAT&T EQUIPMENT ACCESS 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NESANITARY SEWER STRUCTURE TABLE STR. DATA STR. NO. SS-1 STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 1 STR. NO. 2 STR. NO. 3 STR. NO. 4 STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 5 STR. NO. 6 STR. NO. 7 STR. NO. 8 STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 9 STR. NO. 10 STR. NO. 11 STR. NO. 12 STORM SEWER CLEANOUT TABLE STR. DATA STR. NO. CO-1 STR. NO. CO-2 STR. NO. CO-3 STR. NO. CO-4 STR. NO. CO-5 STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 13 STR. NO. 14 STR. NO. 15 STR. NO. 16 C-400CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTHPROPOSED LEGEND SUTILITIES NOTES UTILITY PLANUTILITY PLAN STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICALROOM IT ROOMAT&T EQUIPMENT ACCESS 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NESANITARY SEWER STRUCTURE TABLE STR. DATA STR. NO. SS-1 C-401CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTHWATER AND SEWER PLANWATER AND SEWER PLAN UTILITIES NOTES PROPOSED LEGEND S N RANGELINE ROAD10+00STM-A HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5 810 815 820 825 830 835 840 810 815 820 825 830 835 840 10+00 10+51831.97832.72833.63833.51835.07STM-B HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5 810 815 820 825 830 835 840 810 815 820 825 830 835 840 15+00 15+86833.68834.25833.98833.59833.55833.29834.99834.87STM-C HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5 810 815 820 825 830 835 840 810 815 820 825 830 835 840 20+00 21+00 21+50833.69833.95834.46834.85835.25835.80833.55834.04834.60835.09835.59836.09STM-D HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5 810 815 820 825 830 835 840 810 815 820 825 830 835 840 25+00 25+57836.82836.54STORAGEROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICALROOM IT ROOMAT&TEQUIPMENTACCESS STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 1 STR. NO. 2 STR. NO. 3 STR. NO. 4 STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 5 STR. NO. 6 STR. NO. 7 STR. NO. 8 STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 9 STR. NO. 10 STR. NO. 11 STR. NO. 12 STORM SEWER CLEANOUT TABLE STR. DATA STR. NO. CO-1 STR. NO. CO-2 STR. NO. CO-3 STR. NO. CO-4 STR. NO. CO-5 STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 13 STR. NO. 14 STR. NO. 15 STR. NO. 16 E MAIN STREET20+0021+0015+00N RANGELINE ROAD E MAIN STREETE MAIN STREET25+00C-402CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSKEYMAP NORTHPROPOSED LEGEND SSTORM PLAN AND PROFILESSTORM PLAN AND PROFILES MAIN ST 1st ST NE RANGELINE RD.1st AVE. NE STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICALROOM IT ROOMAT&T EQUIPMENT ACCESS 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NEC-500CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTH800 800 GRADING LEGEND GRADING NOTES – ‘□’ “” – – ‘□’ – ‘’ “”“” – ‘’“”“” ” – ‘’ ”“” – ‘□’ “”“” – ‘’“ ”“” BENCHMARK INFORMATION GRADING PLANGRADING PLAN TRUNCATED DOMES USED SECTION A-A IN DETECTABLE WARNINGSN. RANGELINE RD.1st STREET NE A A SECTION A-A SECTION B-B B B N. RANGELINE RD.1st STREET NE E. MAIN S. SECTION C-C C C DETAIL RAMP 'A' DETAIL RAMP 'B' DETAIL RAMP 'C' STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICALROOM IT ROOMAT&T EQUIPMENT ACCESS 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NEF.F.=837.25 MFPG/MLAG=837.93 F.F.=837.25 MFPG/MLAG=838.13 F.F.=835.25 MFPG/MLAG=835.20 F.F.=836.75 MFPG/MLAG=837.40 F.F.=836.25 MFPG/MLAG=837.24F.F.=833.50 MFPG/MLAG=834.39 STR. #2 RIM=834.13 Q100 EL.=834.20 STR. #3 RIM=836.30 Q100 EL.=836.40 STR. #4 RIM=836.89 Q100 EL.=836.93 STR. #5 RIM=836.90 Q100 EL.=837.13 STR. #7 RIM=836.13 Q100 EL.=836.24 STR. #8 RIM=836.20 Q100 EL.=836.26 STR. #9 RIM=836.51 Q100 EL.=836.55 STR. #1 RIM=833.25 Q100 EL.=833.39 F.F.=835.25 MFPG/MLAG=835.20 F.F.=836.75 MFPG/MLAG=837.40 F.F.=837.25 MFPG/MLAG=837.93 F.F.=833.50 MFPG/MLAG=833.50 F.F.=833.50 MFPG/MLAG=833.50 F.F.=833.50 MFPG/MLAG=833.50 F.F.=832.00 MFPG/MLAG=834.39 F.F.=835.83 MFPG/MLAG=835.83 C-501CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTHGRADING NOTES – ‘□’ “” – – ‘□’ – ‘’ “”“” – ‘’“”“” ” – ‘’ ”“” – ‘□’ “”“” – ‘’“ ”“” BENCHMARK INFORMATION FLOOD ROUTING PLANFLOOD ROUTING PLANN. RANGELINE RD.N. RANGELINE RD.800 800 GRADING LEGEND STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICAL ROOM IT ROOMAT&T EQUIPMENT ACCESS 10+0011+00STORM FROM STR. NO. 11 TO STR. NO. 12 HORZ. SCALE: 1"=10 VERT. SCALE: 1"=2 820 825 830 835 840 845 820 825 830 835 840 845 10+00 11+00 11+75833.76834.35835.06836.04837.11837.37837.55833.31833.95835.08835.73836.45836.71836.96C-600CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTH– ‘□’ “” – – ‘□’ – ‘’ “”“” – ‘’“”“” ” – ‘’ ”“” – ‘□’ “”“” – ‘’“ ”“” BENCHMARK INFORMATION DRAINAGE PLANDRAINAGE PLAN PLAN VIEW DETENTION OUTLET STRUCTURE STR. NO. 12 SHARP CRESTED WEIR DETAIL PROPOSED LEGEND SSUMMARY ALLOWABLE RELEASE RATES: PROPOSED RELEASE RATES: REQUIRED DETENTION VOLUME: PROVIDED DETENTION VOLUME: PROPOSED ELEVATIONS: DRAINAGE STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICAL ROOM IT ROOMAT&T EQUIPMENT ACCESS 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NEA A A A A A A A A A A A STORAGEROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICALROOM IT ROOMAT&TEQUIPMENTACCESS C-700CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTH800 LEGEND SECTION A-A TEMPORARY CONSTRUCTION ENTRANCE DETAIL SILTSACK INLET FILTER DETAIL ® EROSION CONTROL NOTES POST CONSTRUCTION SWPPPPOST CONSTRUCTION SWPPP PERMEABLE PAVER PROTECTION PLAN BMP EASEMENT AND ACCESS DETAIL NORTH C-701CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSLEGAL DESCRIPTION SOIL MAP AND DESCRIPTION VICINITY MAP CROSBY SILT LOAM, FINE-LOAMY SUBSOIL-URBAN LAND COMPLEX (YclA) MIAMI SILT LOAM-URBAN LAND COMLEX (YmsB2) Hamilton County, Indiana (IN057) YmsB2 PROJECT NORTH1st STREET NE 1st Ave SEPROJECT NORTHLOCATION · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·“”· · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·· · · · · · · · · · · · · · · · · · · · · ·YclA RANGELINE ROADMAIN STREET LOCATION POST CONSTRUCTION SWPPP DETAILSPOST CONSTRUCTION SWPPP DETAILS SECTION NTS PLAN NTS NOTES: 1.ALL MATERIAL TO MEET SPECIFICATIONS. 2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS. 3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. SiltSoxxTM for Sediment Control on Pavement NTS SiltSoxxTM (5", 8" , 12", or 18" TYPICAL) AREA TO BE PROTECTEDWORK AREA WORK AREA AREA TO BE PROTECTED SiltSoxxTM (5", 8", 12", 18" TYPICAL) WATER FLOW Pavement or Impervious Surface Concrete blocks or sand bags sized as needed (10' O.C.) Concrete blocks or sand bags sized as needed (10' O.C.) 2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343 Phone (888) 344-9044 Fax (423) 826-2112 www.aquashieldinc.com Structure #: Drawn By: Scale: Date: Rvwed Rvw. Date U.S. Patent No. 6524473 and other Patent Pending Aqua-Swirl XCelerator As Shown OFlores Aqua-Swirl Stormwater Treatment System Standard Detail 7/22/2020 XC-5 CCW STD XC-5 STD Aqua-Swirl Polymer Coated Steel (PCS) Stormwater Treatment System 12 in[305 mm] Manhole Frame & Cover Detail For Non-Traffic Areas Only NTS 48 in [1219 mm] Min. Gravel Backfill Concrete Wrap Compressible Expansion Joint Material to a minimum 1/2-inch [13 mm] thickness around top of riser to allow transfer of inadvertent loading from manhole cover to concrete slab. Riser Soil Cover Frame 1/2 in [13 mm] 1/2 in [13 mm] Place small amount of concrete [3,000 psi [20 MPa] (min)] to support and level manhole frame. DO NOT allow manhole frame to rest upon riser. Backfill (90% Proctor Density) 8 in [203 mm] 4 1/2 in[114 mm] Unless other traffic barriers are present, bollards shall be placed around access riser(s) in non-traffic areas to prevent inadvertent loading by maintenance vehicles. Manhole Frame & Cover Detail For Traffic Loading Areas NTS Cover Frame 48 in[1219 mm] Min. Backfill (90% Proctor Density) 3,000 psi [20 MPa](min) Concrete #4 [13 mm] Rebar @ 6 in [152 mm] Each Way 30 in [762 mm] Riser 1/2 in[13 mm] 4 1/2 in[114 mm] 14 in [356 mm] 1/2 in [13 mm] Thick Expansion Joint Material If traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m] diameter, 14-inch [356 mm] thick reinforced concrete pad must be placed over the Stormwater Treatment System Riser to support and level the manhole frame, as shown. The top of riser pipe must be wrapped with compressible expansion joint material to a minimum 1/2-inch [13 mm] thickness to allow transfer of wheel loads from manhole cover to concrete slab. Manhole cover shall bear on concrete slab and not on riser pipe. The concrete slab shall have a minimum strength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm] reinforcing steel as shown. Minimum cover over reinforcing steel shall be 1-inch [25 mm]. Top of manhole cover and concrete slab shall be level with finish grade. Please see accompanied Aqua-Swirl specification notes. See Site Plan for actual System orientation. Approximate dry (pick) weight: 2200 lbs [1000 kg]. Backfill shall extend at least 18 inches [457 mm] outward from Swirl Concentrator and for the full height of the Swirl Concentrator (including riser) extending laterally to undisturbed soils. (See MH Detail Below) Backfill Bedding Undisturbed soil 18 in [457 mm] 6 in [152 mm] 1 1 As an alternative, 42 in [1067 mm] diameter, HS-20/25 rated precast concrete rings may be substituted. 14 in [356 mm] thickness must be maintained. XC-5 inlet/outlet pipe size ranges up to 30 in [762 mm]. XC-5 chamber height may vary up to 116 in [2946 mm], depending on inlet/outlet pipe size. Orientation may vary from a minimum of 90° to a maximum of 180°. Clockwise or counterclockwise orientation as needed. 2 3 3 2 Plan View SCALE 1:40 78 in [1981 mm] 78 in [1981 mm] n30 in [762 mm]2 Octagonal Base Plate Ø66 in [Ø168 mm] Elevation View SCALE 1:40 116 in [2946 mm] Varies Varies 5 MH Frame [127 mm] n30 in [762 mm] Band Coupler by Manufacturer. (as needed)Riser Manhole Frame and Cover by Manufacturer. (See Details) Rim elevations to match finish grade. 68 in [1727 mm] Pipe coupling by Contractor. 12 in [305 mm] long Stub-out by Manufacturer. Pipe coupling by Contractor. 12 in [305 mm] long Stub-out by Manufacturer. 4 4 el. Varies Inlet/Outlet Invert el. Varies el. Varies Grade (Rim) el. Varies n66 in [1676 mm] Projected View SCALE 1:70 Optional inlet orientations available (See note 4) n30 in [762 mm] 180° C-800CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSRIGID PIPE BEDDING DETAIL RCP AND VCP PIPE PVC AND HDPE PIPE FLEXIBLE PIPE BEDDING DETAIL MISCELLANIOUS DETAILSMISCELLANIOUS DETAILS A PART #GRATE OPTIONS NYLOPLAST DRAIN BASIN TYPE 'C' STORM MANHOLE MULTIPLE BICYCLE RACK DETAIL SINGLE BICYCLE RACK C-900CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTS42022.03.01MODIFICATIONS PER CARMEL FD COMMENTS52022.03.09MODIFICATIONS PER CARMEL FD COMMENTS62022.03.29MODIFICATIONS PER CITY COMMENTS72022.04.08MODIFICATIONS PER CLIENT AND CITY COMMENTS82022.04.18ADDED MFPG & MLAG GRADES PER CITY COMMENTS92022.05.09MODIFICATIONS PER CLIENT AND CITY COMMENTSSPECIFICATIONSSPECIFICATIONS EARTHWORK1. SCOPE OF WORK 2. BENCH MARKS 3. REMOVAL OF TREES 4. HANDLING OF TOPSOIL 5. DISPOSITION OF UTILITIES 6. SITE GRADING 7. EARTH WORK BALANCE WATER LINE SYSTEM 1. SCOPE OF WORK 2. MATERIALS 3. APPLICATION CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY 1. GENERAL 2. FOUNDATION CITY OF CARMEL CONCRETE CURB POLICY 1. General 2. Foundation 3. Aggregate Bases 5. INSPECTIONS ” STORM SEWER SYSTEMS1. SCOPE OF WORK 2. STORM SEWER CONSTRUCTION 3. APPLICATION 3. AGGREGATE BASES 4. ASPHALT PAVEMENT 4. Concrete Curb 5. Inspections SANITARY SEWER SYSTEMS1. SCOPE OF WORK 2. MATERIALS 3. APPLICATION 6. Acceptance 2. HORIZONTAL DIRECTIONAL DRILLING (HDD) ” ADDITIONAL WATER ITEMS1. HIGH DENSITY POLYETHYLENE (HDPE) PIPE ” “”