HomeMy WebLinkAboutNot Stamped Bear Creek South Construction Plans 3-12-20SECTION 1ASECTION 1BBEAR CREEK SOUTH
COVERC1.0COVERREVISIONSBEAR CREEK SOUTH SECTIONS 1A & 1BPULTE HOMES OF INDIANA, LLCUTILITY CONTACT INFORMATION:LOCATION MAPSOILS MAPSOILS LEGENDSITE MAP AREA LOCATION MAP: STATE OF INDIANAPROJECT LOCATION:CITY OF CARMELHAMILTON COUNTYSURVEYOR:STORM WATER ADMIN.:CABLE:WATER:ELECTRIC (OVERHEAD 141ST ST):SANITARY:DEPARTMENT:GAS:TELEPHONE:SURVEYOR:CARMEL ENGINEERINGCARMEL ENGINEERING DEPT.DEVELOPER:PULTE HOMES ofINDIANA, LLC11590 N. MERIDIAN ST.,SUITE 530CARMEL, INDIANA 46032(317) 575-2350joseph.marx@pultegroup.comZONING: S1-ROSO IIIDOCKET NO. 17040018 SP AMENDTOTAL SITE DISTURBANCE = 25.7 ACCIVIL ENGINEER:HWC ENGINEERING135 N. PENNSYLVANIA ST.,SUITE 2800INDIANAPOLIS, IN 46204(317) 347-3663bburke@hwcengineering.comFLOOD HAZARD STATEMENT:BEAR CREEK SOUTHDENSITY = 3223.495 Ac.= 1.36 LOTS / Ac.PHASING: ONE PHASE38.86% = COMMON AREA = 8.66 Ac.TOTAL ACREAGE = 23.495 Ac.SHEET LIST TABLESheet TitleSheet DescriptionC1.0COVERC1.1-C1.3DEVELOPMENT PLANC1.7-C1.9PRE-CONSTRUCTION STORMWATER POLLUTIONPREVENTION AND DEMOLITION PLANC1.10-C1.12POST CONSTRUCTION STORMWATERPOLLUTION PREVENTION PLANC2.0-C2.2INTERSECTION & CUL-DE-SAC PLANC3.4STREET PLAN & PROFILEC4.0-C4.2STORM SEWER PLAN & PROFILEC6.0-C6.4SANITARY SEWER PLAN & PROFILEC7.0-C7.1CONSTRUCTION DETAILSWATER DISTRIBUTION PLANSTORMWATER POLLUTION PREVENTION NOTESC8.0STORMWATER POLLUTION PREVENTION DETAILSC8.1-C8.2TRAFFIC CONTROL & LIGHTING PLANENTRANCE PLANC3.0C3.2-C3.3OVERALL GENERAL PROJECT NOTES:HWC ENGINEERING135 N. PENNSYLVANIA ST.,SUITE 2800INDIANAPOLIS, IN 46204(317) 347-3663ljahn@hwcengineering.comC1.13-C1.14EMERGENCY FLOOD ROUTE PLANINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comC8.5CARMEL WATER SPECIFICATIONSC8.8SANITARY SEWER DETAILSC8.10SANITARY SEWER SPECIFICATIONSCARMEL WATER DETAILSC8.9HCSO DETAILSC8.6C8.7C1.4-C1.6GRADING & DRAINAGE PLANSSD / SUMP PUMP PLANC6.6-C6.7VEGETATIVE COVER:ADJACENT PROPERTIES:STORM SEWER FOR THISPROJECT WILL BE PUBLICCARMEL GENERAL NOTES:CARMEL DETAILSC8.3-C8.4CARMEL PAVING & CURB POLICYC8.11C1.15OPEN SPACE PLANMAINTENANCE OF TRAFFIC & STRIPING PLANC3.1ELECTRIC (INTERNAL):SECTIONS 1A & 1BC1.16MASTER UTILITY PLAN
LANDCADD 1987LANDCADD 1987
SECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.1REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comDEVELOPMENT PLANDEVELOPMENT PLAN FOR CONTINUATION SEE SHEET C1.2
LEGEND:EXISTINGPROPOSEDTYPICAL LOT SECTION GRADING DETAIL ABBREVIATIONS:CARMEL GENERAL NOTES:BENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C1.3FLOOD HAZARD STATEMENT:
SECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.2REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comDEVELOPMENT PLANDEVELOPMENT PLAN FOR CONTINUATION SEE SHEET C1.1
LEGEND:EXISTINGPROPOSEDABBREVIATIONS:CARMEL GENERAL NOTES:BENCHMARK INFORMATION:OVERALL GENERAL PROJECT NOTESFLOOD HAZARD STATEMENT:DRAINAGE SUMMARY:DRAINAGE SUMMARY:
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987
LANDCADD 1987
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.3REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comDEVELOPMENT PLANDEVELOPMENT PLAN LEGEND:EXISTINGPROPOSEDABBREVIATIONS:CARMEL GENERAL NOTES:BENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C1.1OVERALL GENERAL PROJECT NOTESFOR CONTINUATION SEE THIS SHEETFOR CONTINUATION SEE THIS SHEET FLOOD HAZARD STATEMENT:
LANDCADD 1987LANDCADD 1987
SECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.4REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comGRADING & DRAINAGEPLANGRADING & DRAINAGE PLAN FOR CONTINUATION SEE SHEET C1.5
LEGEND:EXISTINGPROPOSEDCARMEL GENERAL NOTES:BENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C1.6FLOOD HAZARD STATEMENT:TYPICAL LOT SECTION GRADING DETAIL ABBREVIATIONS:
SECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.5REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comGRADING & DRAINAGEPLANGRADING & DRAINAGE PLAN FOR CONTINUATION SEE SHEET C1.4
LEGEND:EXISTINGPROPOSEDCARMEL GENERAL NOTES:BENCHMARK INFORMATION:OVERALL GENERAL PROJECT NOTESFLOOD HAZARD STATEMENT:DRAINAGE SUMMARY:DRAINAGE SUMMARY:ABBREVIATIONS:
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987 LANDCADD 1987 LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
10510874.494FNC_WW 0110511875.580FNC_WW0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.6REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comGRADING & DRAINAGEPLANGRADING & DRAINAGE PLAN LEGEND:EXISTINGPROPOSEDCARMEL GENERAL NOTES:BENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C1.4OVERALL GENERAL PROJECT NOTESFOR CONTINUATION SEE THIS SHEETFOR CONTINUATION SEE THIS SHEET FLOOD HAZARD STATEMENT:FOR CONTINUATION OF OFFSITE
WATER SEE SHEET C7.1
ABBREVIATIONS:
LANDCADD 1987LANDCADD 1987
SECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.7REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comPRE-CONSTRUCTIONSTORMWATER POLLUTIONPREVENTION PLANPRE-CONSTRUCTION STORMWATER
POLLUTION PREVENTION PLAN FOR CONTINUATION SEE SHEET C1.8 BENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C1.9FLOOD HAZARD STATEMENT:THIS SHEET TO BE USED FOREROSION CONTROL ONLY.NOTE:SEE SHEET C8.0 FOR A LIST IN SEQUENCEOF CONSTRUCTION ACTIVITIES.DEMOLITION GENERAL NOTES:PRE-CONSTRUCTION STORMWATERPOLLUTION PREVENTION NOTES:INDEX OF SWPPP ELEMENTSCARMEL GENERAL NOTES:ADJACENT PROPERTIES:PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:DEMOLITION KEYNOTES:#LEGEND
SECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.8REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comPRE-CONSTRUCTIONSTORMWATER POLLUTIONPREVENTION PLANPRE-CONSTRUCTION STORMWATER
POLLUTION PREVENTION PLAN FOR CONTINUATION SEE SHEET C1.7BENCHMARK INFORMATION:FLOOD HAZARD STATEMENT:THIS SHEET TO BE USED FOREROSION CONTROL ONLY.NOTE:SEE SHEET C8.0 FOR A LIST IN SEQUENCEOF CONSTRUCTION ACTIVITIES.DEMOLITION GENERAL NOTES:PRE-CONSTRUCTION STORMWATERPOLLUTION PREVENTION NOTES:INDEX OF SWPPP ELEMENTSCARMEL GENERAL NOTES:ADJACENT PROPERTIES:PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:DEMOLITION KEYNOTES:#LEGEND
LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987
RRLANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.9REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comPRE-CONSTRUCTIONSTORMWATER POLLUTIONPREVENTION PLANPRE-CONSTRUCTION STORMWATER
POLLUTION PREVENTION PLANBENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C1.7FOR CONTINUATION SEE THIS SHEETFOR CONTINUATION SEE THIS SHEET FLOOD HAZARD STATEMENT:THIS SHEET TO BE USED FOREROSION CONTROL ONLY.NOTE:SEE SHEET C8.0 FOR A LIST IN SEQUENCEOF CONSTRUCTION ACTIVITIES.DEMOLITION GENERAL NOTES:PRE-CONSTRUCTION STORMWATERPOLLUTION PREVENTION NOTES:INDEX OF SWPPP ELEMENTSCARMEL GENERAL NOTES:ADJACENT PROPERTIES:PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:DEMOLITION KEYNOTES:#LEGEND
RRRRRRRRRRLANDCADD 1987LANDCADD 1987
SECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.10REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comPOST CONSTRUCTIONSTORMWATER POLLUTIONPREVENTION PLANPOST CONSTRUCTION STORMWATER
POLLUTION PREVENTION PLAN FOR CONTINUATION SEE SHEET C1.11 BENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C1.12FLOOD HAZARD STATEMENT:THIS SHEET TO BE USED FOREROSION CONTROL ONLY.NOTE:SEE SHEET C8.0 FOR A LIST IN SEQUENCEOF CONSTRUCTION ACTIVITIES.CARMEL GENERAL NOTES:PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:PRE-CONSTRUCTION STORMWATERPOLLUTION PREVENTION NOTES:INDEX OF SWPPP ELEMENTSADJACENT PROPERTIES:LEGENDRR
SECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.11REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comPOST CONSTRUCTIONSTORMWATER POLLUTIONPREVENTION PLANPOST CONSTRUCTION STORMWATER
POLLUTION PREVENTION PLAN FOR CONTINUATION SEE SHEET C1.10BENCHMARK INFORMATION:FLOOD HAZARD STATEMENT:THIS SHEET TO BE USED FOREROSION CONTROL ONLY.NOTE:SEE SHEET C8.0 FOR A LIST IN SEQUENCEOF CONSTRUCTION ACTIVITIES.CARMEL GENERAL NOTES:PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:PRE-CONSTRUCTION STORMWATERPOLLUTION PREVENTION NOTES:INDEX OF SWPPP ELEMENTSADJACENT PROPERTIES:LEGENDRRAQUA AIR ULTRA POND AERATION DETAILS
RRRRLANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987
RRLANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.12REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comPOST CONSTRUCTIONSTORMWATER POLLUTIONPREVENTION PLANPOST CONSTRUCTION STORMWATER
POLLUTION PREVENTION PLANBENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C1.10FOR CONTINUATION SEE THIS SHEETFOR CONTINUATION SEE THIS SHEET FLOOD HAZARD STATEMENT:THIS SHEET TO BE USED FOREROSION CONTROL ONLY.NOTE:SEE SHEET C8.0 FOR A LIST IN SEQUENCEOF CONSTRUCTION ACTIVITIES.CARMEL GENERAL NOTES:PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:PRE-CONSTRUCTION STORMWATERPOLLUTION PREVENTION NOTES:INDEX OF SWPPP ELEMENTSADJACENT PROPERTIES:LEGENDRR
LANDCADD 1987LANDCADD 1987
SECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.13REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comEMERGENCY FLOOD ROUTEPLANEMERGENCY FLOOD ROUTE PLAN FOR CONTINUATION SEE SHEET C1.14
LEGEND:EXISTINGPROPOSEDCARMEL GENERAL NOTES:BENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C1.14FLOOD HAZARD STATEMENT:
SECTION 1A
SECTION 1B
LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.14REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comEMERGENCY FLOOD ROUTEPLANEMERGENCY FLOOD ROUTE PLAN FOR CONTINUATION SEE SHEET C1.13
LEGEND:EXISTINGPROPOSEDCARMEL GENERAL NOTES:BENCHMARK INFORMATION:FLOOD HAZARD STATEMENT:FOR CONTINUATION SEE SHEET C1.13
SECTION 1A
SECTION 1B
0'80'160'240'(IN FEET)GRAPHIC SCALECall 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C1.15REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comOPEN SPACE PLANOPEN SPACE PLAN LEGEND:EXISTINGPROPOSEDCARMEL GENERAL NOTES:BENCHMARK INFORMATION:FLOOD HAZARD STATEMENT:OPEN SPACE TABLESITE ACREAGE23.495 ACZONE DISTRICTS-1MINIMUM OPEN SPACE REQUIREMENT (SOSR)AS IDENTIFIED DURING 2014 SECONDARY PLAT PROCESS8.38 (35.67%)*** OPEN SPACE PROVIDED (OSP)8.63 ACPRIMARY CONSERVATION AREASN/ANATURAL OPEN SPACE PROVIDED0.00 ACAGRICULTURAL OPEN SPACEN/ADESIGNED OPEN SPACE8.63 ACPONDS (TOTAL MEASURED PERIMETER)1,920 LF(TOTAL MEASURED ACCESSIBLE PERIMETER)1,920 LFCOMMON AREA SQUARE FOOTAGECOMMON AREA "A"76,398 SFCOMMON AREA "B"77,475 SFCOMMON AREA "C"66,221 SFCOMMON AREA "D"85,783 SFCOMMON AREA "E"43,143 SFCOMMON AREA "F"26,758 SFTOTAL375,778 SFTOTAL ACREAGE8.63 ACRESDENSITY = 3223.495 Ac.= 1.36 LOTS / Ac.36.73% = COMMON AREA = 8.63 Ac.TOTAL ACREAGE = 23.495 Ac.*** ADJUSTED OPEN SPACE PROVIDED FROM 2007 PPCITY OF CARMEL RIGHT-OF-WAY STANDARDS HAVEINCREASED INCREMENTALLY SINCE THE 2007 PRIMARYPLAT AND THE 2014 SECONDARY PLAT FILING.ADJUSTED OPEN SPACE PROVIDED IS BASED ON ADDINGTHE "INCREASED" RIGHT-OF-WAY SINCE INCEPTION AS"OPEN SPACE"2014: R/W INCREASE FROM 2007= +0.29 AC2017: R/W INCREASE FROM 2014= +0.19 ACOPEN SPACE PROVIDED= 8.63 AC+ 0.29 AC + 0.19 AC= 9.11 AC = 38.77%
SECTION 1A
SECTION 1B
SECTION 1ASECTION 1BDENALI DRIVEANDEAN WAYLITTLE EAGLE CREEK AVENUE
ANDEAN WAYSPIRIT CIRCLEW. 141ST STREETATLAS COURT
WEST ROADC1.160'(IN FEET)GRAPHIC SCALE100'200'300'Call 811 or 800-382-5544 Before you Dig!REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comMASTER UTILITY PLAN LEGEND:EXISTINGPROPOSEDBEAR CREEK SOUTH
MASTER UTILITY PLAN
ATLAS COURTWEST ROADSECTION 1ASECTION 1BSECTION 1ASECTION 1BSTREET PROFILEBEAR CREEK SOUTH
C2.00'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!LEGEND:EXISTINGPROPOSEDREVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSTREET PLAN & PROFILESTREET PLAN & PROFILE BENCHMARK INFORMATION:CARMEL GENERAL NOTES:EXISTINGPROPOSED
ANDEAN WAY6" SSDDENALIDRIVE6" SSDSECTION 1ASECTION 1BSECTION 1ASECTION 1BSTREET PROFILEBEAR CREEK SOUTH
C2.10'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!LEGEND:EXISTINGPROPOSEDREVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSTREET PLAN & PROFILESTREET PLAN & PROFILE BENCHMARK INFORMATION:CARMEL GENERAL NOTES:
SPIRIT CIRCLEDENALI DRIVESECTION 1ASECTION 1BSECTION 1ASECTION 1BSTREET PROFILEBEAR CREEK SOUTH
C2.20'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!LEGEND:EXISTINGPROPOSEDREVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSTREET PLAN & PROFILESTREET PLAN & PROFILE BENCHMARK INFORMATION:CARMEL GENERAL NOTES:
LANDCADD 1987
BEAR CREEK SOUTH
ENTRANCE PLAN LITTLE EAGLE CREEK AVE.C3.00'(IN FEET)GRAPHIC SCALE20'40'60'Call 811 or 800-382-5544 Before you Dig!REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.com NOTES:1.ALL EXISTING ROADS MUST BE BROUGHT BACK TO ORIGINAL OR BETTER CONDITION,INCLUDING BUT NOT LIMITED TO STRIPING, STONE SHOULDERS AND SIGNAGE.REPAIRS (i.e. STRIPING) SHALL COINCIDE WITH THE ADJOINING ROAD2.UTILITY CONFLICTS (INCLUDING UTILITY POLES) MUST BE COMPLETELY RESOLVEDPRIOR TO CONSTRUCTION OF ACCEL/DECEL LANES, PASSING BLISTER LANES AND/ORLEFT TURN LANES. CONSTRUCTION OF THESE LANES INCLUDES BUT IS NOT LIMITEDTO EXCAVATION, EMBANKMENT, PAVING AND SUBGRADE PREPARATION.ABBREVIATIONS:GENERAL NOTESLEGEND:EXISTINGPROPOSEDANDEAN WAYLITTLE EAGLE CREEK AVENUE & ANDEAN WAYTYPICAL PAVEMENT SECTION FOR PROPOSED ACCEL/ DECELLANES, TAPERS & STONE SHOULDERENTRANCE PLANLITTLE EAGLE CREEKAVE.TYPICAL STREET CROSS SECTION A-ACARMEL GENERAL NOTES:
BEAR CREEK SOUTH
C3.10'(IN FEET)GRAPHIC SCALE30'60'90'Call 811 or 800-382-5544 Before you Dig!REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.com NOTES:1.ALL EXISTING ROADS MUST BE BROUGHT BACK TO ORIGINAL OR BETTER CONDITION,INCLUDING BUT NOT LIMITED TO STRIPING, STONE SHOULDERS AND SIGNAGE.REPAIRS (i.e. STRIPING) SHALL COINCIDE WITH THE ADJOINING ROAD2.UTILITY CONFLICTS (INCLUDING UTILITY POLES) MUST BE COMPLETELY RESOLVEDPRIOR TO CONSTRUCTION OF ACCEL/DECEL LANES, PASSING BLISTER LANES AND/ORLEFT TURN LANES. CONSTRUCTION OF THESE LANES INCLUDES BUT IS NOT LIMITEDTO EXCAVATION, EMBANKMENT, PAVING AND SUBGRADE PREPARATION.GENERAL NOTESLEGEND:EXISTINGPROPOSEDLITTLE EAGLE CREEK AVENUE & ANDEAN WAYMAINTENANCE OF TRAFFIC& STRIPING PLAN LITTLEEAGLE CREEK AVE.EXISTING STRIPING & STRIPING TO BE REMOVEDSTRIPING PLANMAINTENANCE OF TRAFFIC PLANLITTLE EAGLE CREEK AVENUE & ANDEAN WAYLITTLE EAGLE CREEK AVENUE & ANDEAN WAYMAINTENANCE OF TRAFFIC & STRIPING PLAN
LITTLE EAGLE CREEK AVE.CARMEL GENERAL NOTES:
BEAR CREEK SOUTH
INTERSECTION & CUL-DE-SAC PLANC3.20'(IN FEET)GRAPHIC SCALE20'40'60'Call 811 or 800-382-5544 Before you Dig!REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comABBREVIATIONS:GENERAL NOTESLEGEND:EXISTINGPROPOSEDANDEAN WAYANDEAN WAY & SPIRIT CIRCLEANDEAN WAY & ATLAS COURTSPIRIT CIRCLEATLAS COURTANDEAN WAY
ANDEAN WAY
ANDEAN WAY SPIRIT CIRCLESPIRIT CIRCLE INTERSECTION &CUL-DE-SAC PLANCARMEL GENERAL NOTES:
SECTION 1ASECTION 1BBEAR CREEK SOUTH
INTERSECTION & CUL-DE-SAC PLANC3.30'(IN FEET)GRAPHIC SCALE20'40'60'Call 811 or 800-382-5544 Before you Dig!REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comABBREVIATIONS:GENERAL NOTESLEGEND:EXISTINGPROPOSEDANDEAN WAY, DENALI DRIVE & WEST ROADATLAS COURTWEST ROAD
ANDEAN WAY
ATLAS COURT INTERSECTION &CUL-DE-SAC PLANDENALI DRIVECARMEL GENERAL NOTES:
STOPSTOPSTOP252525252525STOPSECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE60'120'180'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C3.4REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comTRAFFIC CONTROL &LIGHTING PLANTRAFFIC CONTROL & LIGHTING PLAN CARMEL GENERAL NOTES:GENERAL NOTESLEGEND:EXISTINGPROPOSEDSTOP25STREET LIGHTP2061 Specification Data
SECTION 1BSANITARY PROFILEBEAR CREEK SOUTH
C4.00'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!LEGEND:EXISTINGPROPOSEDREVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSANITARY SEWERPLAN & PROFILESANITARY SEWER PLAN & PROFILE BENCHMARK INFORMATION:GENERAL NOTES
SANITARY PROFILEBEAR CREEK SOUTH
C4.10'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!LEGEND:EXISTINGPROPOSEDREVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSANITARY SEWERPLAN & PROFILESANITARY SEWER PLAN & PROFILE GENERAL NOTES
SECTION 1ASECTION 1BSANITARY PROFILEBEAR CREEK SOUTH
C4.20'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!LEGEND:EXISTINGPROPOSEDREVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSANITARY SEWERPLAN & PROFILESANITARY SEWER PLAN & PROFILE GENERAL NOTES
STORM PROFILEBEAR CREEK SOUTH
C6.00'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!LEGEND:EXISTINGPROPOSEDREVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSTORM SEWER PLAN &PROFILESTORM SEWER PLAN & PROFILE GENERAL NOTES:BENCHMARK INFORMATION:
LANDCADD 1987STORM PROFILEBEAR CREEK SOUTH
C6.10'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!LEGEND:EXISTINGPROPOSEDREVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSTORM SEWER PLAN &PROFILESTORM SEWER PLAN & PROFILE GENERAL NOTES:BENCHMARK INFORMATION:
SECTION 1ASECTION 1BSTORM PROFILEBEAR CREEK SOUTH
C6.20'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!LEGEND:EXISTINGPROPOSEDREVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSTORM SEWER PLAN &PROFILESTORM SEWER PLAN & PROFILE GENERAL NOTES:
SECTION 1ASECTION 1BSTORM PROFILEBEAR CREEK SOUTH
C6.30'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!LEGEND:EXISTINGPROPOSEDREVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSTORM SEWER PLAN &PROFILESTORM SEWER PLAN & PROFILE GENERAL NOTES:BENCHMARK INFORMATION:
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987STORM PROFILEBEAR CREEK SOUTH
C6.40'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!LEGEND:EXISTINGPROPOSEDREVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSTORM SEWER PLAN &PROFILESTORM SEWER PLAN & PROFILE GENERAL NOTES:BENCHMARK INFORMATION:
LANDCADD 1987LANDCADD 1987
SECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C6.6REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSSD / SUMP PUMP PLANSSD / SUMP PUMP PLAN CARMEL GENERAL NOTES:BENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C6.6FLOOD HAZARD STATEMENT:LEGEND:EXISTINGPROPOSED
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C6.7REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSSD / SUMP PUMP PLANSSD / SUMP PUMP PLANCARMEL GENERAL NOTES:BENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C6.5 FLOOD HAZARD STATEMENT:LEGEND:EXISTINGPROPOSED
VANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBI
LT
VANDERBILT VANDERBILT VANDERBILT
VANDERBILT
VA
N
D
E
R
B
I
L
T
VANDERBILT
VANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBILTLANDCADD 1987LANDCADD 1987
SECTION 1A
SECTION 1B
0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C7.0REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comWATER DISTRIBUTIONPLANWATER DISTRIBUTION PLAN FOR CONTINUATION SEE SHEET C7.1
BENCHMARK INFORMATION:FOR CONTINUATION SEE SHEET C7.1FLOOD HAZARD STATEMENT:LEGEND:EXISTINGPROPOSEDCARMEL WATER GENERAL NOTES:CONTRACTOR TO MARK ALL BELOW GRADEFITTINGS AND PIPE MATERIAL CHANGESWITH LATHE FOR SURVEY VERIFICATION ATTIME OF BACKFILL.
VANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBILT
VANDERBILT VANDERBILT VANDERBILTVANDERBILT
VANDERBILTSECTION 1A
SECTION 1B VANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBILTVANDERBILT
VANDERBILTVANDERBILTVANDERBILT VANDERBILT
VANDERBILTLANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987
10510874.494FNC_WW 0110511875.580FNC_WW10526876.438FNC_WW0'(IN FEET)GRAPHIC SCALE50'100'150'Call 811 or 800-382-5544 Before you Dig!BEAR CREEK SOUTH
C7.1REVISIONSINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comWATER DISTRIBUTIONPLANWATER DISTRIBUTION PLAN FOR CONTINUATION SEE SHEET C7.0
BENCHMARK INFORMATION:FLOOD HAZARD STATEMENT:FOR CONTINUATION SEE SHEET C7.0LEGEND:EXISTINGPROPOSEDCARMEL WATER GENERAL NOTES:CONTRACTOR TO MARK ALL BELOW GRADEFITTINGS AND PIPE MATERIAL CHANGESWITH LATHE FOR SURVEY VERIFICATION ATTIME OF BACKFILL.
CONCRETE WASHOUT DETAIL PREFAB CONCRETE DUMPSTERHOME CONSTRUCTION - PROVIDED BY "CONSTRUCTION WASTE"BEAR CREEK SOUTH
C8.0REVISIONSSTORMWATERPOLLUTIONPREVENTION NOTESSTORMWATER POLLUTION
PREVENTION NOTES SEEDING SCHEDULESTORMWATER POLLUTION PREVENTION PLAN INDEXINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comCONCRETE WASHOUT DETAILNOT-TO-SCALE··I·············MULCH/COMPOST FILTER TUBE OR EQUAL·······BACK CUT CURB - TEMPORARY SEDIMENT TRAP BEHIND CURBNOT-TO-SCALE
BEAR CREEK SOUTH
C8.1REVISIONSSTORMWATERPOLLUTIONPREVENTION DETAILSSTORMWATER POLLUTION
PREVENTION DETAILS THIS SHEET TO BE USED FOREROSION CONTROL ONLY.STAPLE PATTERN GUIDENOT-TO-SCALEEROSION CONTROL BLANKETCHANNEL INSTALLATIONSHORELINE INSTALLATIONSLOPE INSTALLATIONSILT FENCE DETAILNOT-TO-SCALE·····PLANSECTIONTEMPORARY GRAVEL CONSTRUCTION ENTRANCENOT-TO-SCALEINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comPERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:MOUND CROSS SECTION, TYPSECTION A-AROCK CHECK DAMRISER TYPE SEDIMENT BASINTEMPORARY DIVERSION SWALE·························
™ Phone (888) 344-9044 Fax (423) 826-21122733 Kanasita Drive, Suite 111, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONS www.aquashieldinc.comAqua-Swirl Concentrator Model AS-10 Horseshoe HDPE Standard DetailAS-10 STD03/25/15Scale:Drawn By:Document:Date:JCW1:30U.S. Patent No. 6524473 and other Patent PendingAqua-Swirl High Density Polyethylene (HDPE)Stormwater Treatment System* Please see accompanied Aqua-Swirl specification notes.* See Site Plan for actual system orientation.**Orientation may vary from 90°, 180°, orcustom angles to meet site conditions.4 1/2" [114 mm]1/2" [13 mm]1" [25 mm
]Manhole Frame & Cover DetailNTSFor Non-Traffic Areas OnlySoil
1" [25 mm]Unless other traffic barriers are present,bollards shall be placed around
access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.Soil
Place small amount ofconcrete [3,000 psi [20MPa] (min)] to
supportand leve
l manhole frame.DO NOT allow manholeframe to rest upon r
iser.Riser Frame Cover48" [1219 mm] Min.12" [305 mm]Wrap Compressible ExpansionJoint Material to a min
imum1-inch [25 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.Backfill
(90%Proctor Densi
ty)ConcreteConcrete8" [203 mm]Gravel Backf
il
l
Gravel Backf
il
lVentA145"[3683 mm]145"[3683 mm]Inlet22" [559 mm] OD MaxArched BaffleOctagonal Base PlateStructural RailPipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Plan ViewØ133" [Ø3378 mm]Section A-ASTORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™ArchedBaffle32"[813 mm] ODGrade (Rim)Manhole Frame andCover by Manufacturer.(See Details)Rim elevations to match finishedgrade. HDPE risers can be fieldcut by Contractor.VariesRiserVentStructural RailSwirl Inlet114"[2896 mm]68"[1727 mm]Backfill(Sand orCrushedStone)BeddingUndisturbed Soil12"[305 mm]24"[610 mm]Gravel Backf
ill shal
l extend atleast 2 feet [610 mm] outwardfrom Swirl Concentrator and forthe ful
l he
ight of the Swir
lConcentrator (including riser)extending laterally toundisturbed soils. (See MH DetailBelow)Swirl Outlet4 1/2" [114 mm
]Gravel Back
fi
ll
1/2" [13 mm]1" [25 mm]Manhole Frame & Cover DetailNTSFor H-20 Traffic Loading AreasConcrete Paving
1" [25 mm]Wrap Compressible ExpansionJoint Mater
ial
to a m
inimum1-inch [25 mm] thickness aroundtop of riser to allow transfer
oftraffic load
ing from manholecover to concrete slab.Backfill (90%Proctor Densi
ty)Support and Levelmanhole frame withconcrete pad. DO NOTallow manhole frame torest upon HDPE riser.Riser FrameCoverGravel Backf
il
l Concre
te Paving3" [76 mm]
Typ.12" [305 mm]12" [305 mm]If traffic loading (H-20) is required or anticipated, a concretepad must be placed over the entire Stormwater TreatmentSystem per concrete design as calculated by Engineer.Sample details of concrete pad available upon request.AOutlet
22" [559 mm] OD MaxPipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.98"[2489 mm]™ Phone (888) 344-9044 Fax (423) 826-21122733 Kanasita Drive, Suite 111, Chattanooga, TN 37343ASTORMWATER TREATMENT SOLUTIONS www.aquashieldinc.comAqua-Swirl Concentrator Model AS-4 Horseshoe HDPE Standard DetailAS-4 STD03/20/15Scale:Drawn By:Document:Date:JCW1:20U.S. Patent No. 6524473 and other Patent PendingAqua-Swirl High Density Polyethylene (HDPE)Stormwater Treatment System66" [1676 mm]Vent66"[1676 mm]Ø54" [Ø1372 mm]Arched BaffleInlet12 3/4" [324 mm] OD MaxOctagonal Base PlatePlan ViewPipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.* Please see accompanied Aqua-Swirl specification notes.* See Site Plan for actual system orientation.**Orientation may vary from 90°, 180°, orcustom angles to meet site conditions.4 1/2" [114 mm]1/2" [13 mm]1" [25 mm]Manhole Frame & Cover DetailNTSFor Non-Traffic Areas OnlySoil
1" [25 mm]Unless other traffic barriers are present,bollards shall be placed around access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.Soil
Place small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.Riser FrameCover48" [1219 mm] Min.12" [305 mm]Wrap Compressible ExpansionJoint Material to a minimum1-inch [25 mm] thickness aroundtop of riser to al
low transfer ofinadvertent loading frommanhole cover to concrete slab.Backfill (90%Proctor Density)ConcreteConcrete8" [203 mm]Gravel Backfi
ll
Gravel Backfill
STORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™68"[1727 mm]104"[2642 mm]Swirl InletArchedBaffleSwirl OutletVentRiser32"[813 mm] ODGrade (Rim)Manhole Frame andCover by Manufacturer.(See Details)Rim elevations to match finishedgrade. HDPE risers can be fieldcut by Contractor.VariesBackfill(Sand orCrushedStone)BeddingUndisturbed Soil12"[305 mm]24"[610 mm]Gravel Backfill shall extend atleast 2 feet [610 mm] outwardfrom Swirl Concentrator and forthe full height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MH DetailBelow)Section A-A4 1/2" [114 mm]Gravel Backfil
l
1/2" [13 mm]1" [25 mm]Manhole Frame & Cover DetailNTSFor H-20 Traffic Loading AreasConcretePaving1" [25 mm]Wrap Compressible ExpansionJoint Material to a minimum1-inch [25 mm] thickness aroundtop of riser to allow transfer oftraffic loading from manholecover to concrete slab.Backfill (90%Proctor Density)Support and Levelmanhole frame withconcrete pad. DO NOTallow manhole frame torest upon HDPE riser.Riser FrameCover10" [254 mm]10" [254 mm]Gravel Backfi
ll ConcretePaving3" [76 mm] Typ.If traffic loading (H-20) is required or anticipated, a concretepad must be placed over the entire Stormwater TreatmentSystem per concrete design as calculated by Engineer.Sample details of concrete pad available upon request.AOutlet
12 3/4" [324 mm] OD MaxPipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.37 15/16"[963 mm]BEAR CREEK SOUTH
C8.2REVISIONSSTORMWATERPOLLUTIONPREVENTION DETAILSSTORMWATER POLLUTION
PREVENTION DETAILS INDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comSTORMWATERBMP NATIVEPLANTINGSDO NOT MOWOR SPRAYDO NOT MOW OR SPRAY SIGNWET POND SHELF PLANTING SPECIFICATIONS: GENERAL NOTES:TYPICAL POND CROSS SECTION W/ PLANTINGSLAKE #3 - LAKE OUTLET CONTROL STRUCTURE (STR.#622)LAKE #2 - LAKE OUTLET CONTROL STRUCTURE (STR.#615)LAKE #1 - LAKE OUTLET CONTROL STRUCTURE (STR.#604)TYPICAL INSTALLATIONINSTALLATION DETAILSSNOUT OIL-WATER-DEBRIS SEPARATORSTORM STR. #WQ1 (AQUA-SWIRL AS-10 STORMWATER QUALITY UNIT)STORM STR. #WQ2 (AQUA-SWIRL AS-4 STORMWATER QUALITY UNIT)SEE SHEET C1.11 FORPOND AERATOR DETAILS
REVISIONSBEAR CREEK SOUTH
C8.3CONSTRUCTION DETAILSCONSTRUCTION DETAILSPRE CAST CONCRETE END SECTIONDOUBLE ROLL CURB INLETNO SWIMMINGPOND SAFETY SIGN BEDDING AND BACKFILL FOR SSDINDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.comTYPICAL STREET CROSS SECTION A-ATYPICAL SWALE SECTIONDOUBLE ROLL CURB INLET2'x2' BOX INLETVEHICLE BARRIER POST4' WIDE BOTTOM SWALE - CROSS-SECTION E-ELAKE #3 EMERGENCY SPILLWAY DETAILCROSS-SECTION C-CLAKE #1 EMERGENCY SPILLWAY DETAILCROSS-SECTION A-ALAKE #2 EMERGENCY SPILLWAY DETAILCROSS-SECTION B-BEMERGENCY OVERFLOW ROUTE BETWEEN LOTS 12 &13 TYPICAL CROSS SECTION D-DSTORM STR #610 DIVERSION MANHOLE DETAIL-PLAN VIEWSTORM STR #627 DIVERSION MANHOLE DETAIL-PLAN VIEW
REVISIONSBEAR CREEK SOUTH
C8.4CONSTRUCTION DETAILSCONSTRUCTION DETAILS INDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.com
REVISIONSBEAR CREEK SOUTH
C8.5CARMEL DETAILSCARMEL DETAILS INDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.com
REVISIONSBEAR CREEK SOUTH
C8.6HCSO DETAILSHCSO DETAILS INDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.com
REVISIONSBEAR CREEK SOUTH
C8.7CARMEL WATER SPECIFICATIONSCARMEL WATERSPECIFICATIONS INDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.com
REVISIONSBEAR CREEK SOUTH
C8.8CARMEL WATER DETAILSCARMEL WATER DETAILS INDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.com
REVISIONSBEAR CREEK SOUTH
C8.9SANITARY SEWER DETAILSSANITARY SEWER DETAILS INDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.com
REVISIONSBEAR CREEK SOUTH
C8.10SANITARY SEWER SPECIFICATIONSSANITARY SEWERSPECIFICATIONS INDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.com
REVISIONSBEAR CREEK SOUTH
C8.11CARMEL PAVING & CURB POLICYCARMEL PAVING & CURBPOLICY INDIANAPOLIS - TERRE HAUTELAFAYETTE - MUNCIE - NEW ALBANYwww.hwcengineering.com