HomeMy WebLinkAbout1st 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
–
‘□’
“”
–
–
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–
‘’
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–
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–
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”“”
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
–
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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
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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–
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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
·
·
·
·
·
·
·
·
·
·
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·
·
·
·
·
·
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·
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·
·
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·
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·
·
·
·
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·
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·
·
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·
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·
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·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
”
“”