HomeMy WebLinkAboutCarmel High School Performing Arts Center Addition and Renovation Full SetPROJECT INFORMATION
FRONT YARD SETBACK 35'
ZONING DISTRICT
SIDE YARD SETBACK 5'
R-2
REAR YARD SETBACK 15'
30'BUFFER YARD
0.86 AC.DISTURBED AREA
JUNE, 2021ANTICIPATED START OF CONSTRUCTION
0.90 AC.PROJECT AREALAKEPORTERLAPORTEST. JOSEPHELKHARTLAGRANGESTEUBENDEKALBNOBLEKOSCIUSKOMARSHALL STARKEJASPERNEWTONPULASKIFULTON WHITLEYALLENADAMSWELLSHUNTINGTONWABASH MIAMICASSWHITEBENTON CARROLTIPPECANOEWARRENHOWARDGRANTBLACKFORD JAYRANDOLPHDELAWAREMADISON TIPTONCLINTONBOONEHAMILTONHANCOCKHENRYWAYNEUNIONFAYETTERUSHMONTGOMERYFOUNTAIN PARKEVERMILLIONVIGOCLAY PUTNAMMORGANHENDRICKS MARION JOHNSON SHELBY FRANKLINDECATURBARTHOLOMEW BROWN MONROEOWENGREENESULLIVANDEARBORNRIPLEYJENNINGSLAWRENCE MARTINORANGE WASHINGTONSCOTTJEFFERSONSWIT Z ERLANDOHIOCLARKFLOYD HARRISONCRAWFORD PERRYDUBOISDAVIESS KNOX PIKE GIBSONSPENCERWARRICK POSEY JACKSON VANDER-BURGHSTATE OF INDIANA
SITE LOCATION
NORTHVICINITY MAP LOCATION MAP
PROJECT SITE
NORTHNORTHCIVIL SHEET INDEX
CS COVER SHEET
GD0.1 GENERAL NOTES AND LEGEND
SV-1 PARTIAL RETRACEMENT BOUNDARY SURVEY
SV-2 PARTIAL RETRACEMENT BOUNDARY SURVEY
SV-3 TOPOGRAPHIC SURVEY
SV-4 TOPOGRAPHIC SURVEY
GD1.3 SITE DEMOLITION PLAN
GD1.4 SITE DEMOLITION PLAN
G1.0 OVERALL SITE PLAN
G1.3 SITE PLAN
G1.4 SITE PLAN
G2.3 GRADING PLAN
G3.3 GRADING PLAN ENLARGEMENTS
G4.3 EROSION CONTROL PLAN
G4.4 STORMWATER POLLUTION PREVENTION PLAN
G4.5 EROSION CONTROL DETAILS
G5.1 SITE DETAILS
SU1.3 UTILITY PLAN
SU2.1 UTILITY DETAILS
L1.3 LANDSCAPE PLAN
L2.3 LANDSCAPE DETAILS
A1.06 UNIT P2 - FIRST FLOOR ARCHITECTURAL PLAN
A3.01 BUILDING ELEVATIONS
A3.02 BUILDING ELEVATIONS
TLF ENGINEERS
3901 W 86TH,. SUITE 200
INDIANAPOLIS, IN 46268
CONTACT: PETE RANKOVICH, P.E.
PHONE: (317) 334-1500
EMAIL: prankovich@tlf-engineers.com
THE SKILLMAN CORPORATION
3834 S. EMERSON AVE., BLDG A
INDIANAPOLIS, IN 46203
CONTACT: ELI MILLER, MBA
PHONE: (317) 788-5149
EMAIL: emiller@skillman.com
FANNING HOWEY
ASSOCIATES INC.
SITE/CIVIL ENGINEER CONSTRUCTION MANAGER OWNER ARCHITECT
CARMEL CLAY SCHOOLS
520 E. MAIN ST.
CARMEL, INDIANA 46032
CONTACT: RON FARRAND JR., RA
PHONE: (317) 815-3962
EMAIL: rfarrand@ccs.k12.in.us
REV.
NO. DESCRIPTION DATE
350 E NEW YORK ST #300
INDIANAPOLIS, IN 46204
CONTACT: CHUCK TYLER,
AIA, NCARB, LEED AP B+C
PHONE: (317) 848-0966
EMAIL: ctyler@fhai.com
CARMEL HIGH SCHOOL PERFORMING ARTS ADDITION AND
RENOVATIONS
DRAWN BY:TPV
TAC Cover Sheet
PROJECT ISSUE DATE: 01/13/2021
TAC SUBMITTAL
520 E MAIN STREET
CARMEL, IN 46032
TAC SUBMITTAL
01/13/2021
A CARMEL TAC REVIEW 01/13/2021
07/02/21
TBM#1 = 856.00
E MAIN STREET
LOT 48
CONSTRUCTION LIMITS (TYP.)
SF
SF
SF
SF
1
1
1
2
9
9
2
2
2
3
3
4
29
3 3
4
4
3
4
5
5
5
6
6
6
7
7
8
10
11
11
11 11
11
12
13 13
1212
14
14
14
14
14
14
14
14
1515
15
14
14
16
18
18
19 19
19
17
7
3
19
2
4
7
26
2
4
7
7
26
25
7
18
18
18
28 28
24
2
4
6
4
47
6
27 27
27 27
14
3
28
1826
26
28
18
26 2626
29
27
24
25
24
25
23
30
7
4
3
2
4
6
1
6
3
31 31
1
6
14
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
20 600 20 40
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY
THE SURVEYOR (REFER TO SHEET SV-4). THE ENGINEER MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN
THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA
INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR
TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSED
BUILDING FOOTPRINT.
5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
6. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR
ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT
SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE
SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE
CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING
CONDITION OF THE RIGHT-OF-WAY.
8. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE
OR RELOCATE ALL ITEMS WHICH INTERFERE NEW CONSTRUCTION.
GENERAL NOTES
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
RESPONSE TAC COMMENTS 04/19/2021B
DEMOLITION LEGEND
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
APPROXIMATE LIMITS OF CONCRETE WALK REMOVAL
APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL
APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL
APPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVAL
APPROXIMATE LIMITS OF TREE PROTECTION FENCING
DEMOLITION KEYNOTES
1. REMOVE ASPHALT PAVEMENT FULL DEPTH
2. REMOVE CONCRETE SIDEWALK (REMOVE TO NEAREST JOINT)
3. REMOVE CONCRETE CURB AND GUTTER (REMOVE TO NEAREST JOINT)
4. REMOVE CONCRETE CURB
5. REMOVE CONCRETE PAVEMENT
6. PAVEMENT SAWCUT LINE
7. SIDEWALK SAWCUT LINE
8. REMOVE TRASH ENCLOSURE WALLS AND SUPPORTS. SALVAGE SWING GATES AND
POST FOR LATER USE.
9. REMOVE BRICK PAVERS AND RELATED BASE
10. REMOVE ALL BOLLARDS AND RELATED FOUNDATION WITHIN TRASH ENCLOSURE.
11. REMOVE LIGHT POLE FOUNDATION AND RELATED CONDUITS / WIRING.
12. REMOVE 24" RCP STORM SEWER. COORDINATE REMOVAL LIMITS WITH PROPOSED
STORM SEWER INSTALLATION. SEE SHEET SU1.3
13. REMOVE 12" RCP STORM SEWER. COORDINATE REMOVAL LIMITS WITH PROPOSED
SEWER SEWER INSTALLATION. SEE SHEET SU1.3
14. REMOVE EXISTING TREE
15. PROTECT EXISTING TREE
16. PROTECT EXISTING CANOPY AND RELATED SUPPORTS. SHORE FOUNDATIONS AS
REQUIRED.
17. REMOVE CONCRETE STOOP
18. REMOVE CONCRETE RAMPS
19. REMOVE PARKING SIGN AND RELATED FOUNDATION
20. REMOVE ABANDONED 4" PIPE UNDER NEW PROJECT AREA
21. PROTECT EXISTING 6" STORM LINE DURING CONSTRUCTION
22. CONTRACTOR TO FIELD VERIFY EXISTING PIPE LOCATION, MATERIAL AND
CONDITION PRIOR TO CONSTRUCTION.
23. PROTECT EXISTING 4" FDC LINE AND 8" FIRE PROTECTION LATERAL DURING
CONSTRUCTION.
24. REMOVE PORTION OF 4" DUCTILE IRON PIPE FDC LINE. SEE SHEET SU1.3 FOR
RELOCATED LINE.
25. REMOVE PORTION OF 8" DUCTILE IRON PIPE FIRE PROTECTION LINE. SEE SHEET
SU1.3 FOR RELOCATED LINE.
26. PROTECT EXISTING CONCRETE WALK AND OR CURB & GUTTER TO REMAIN IN
PLACE.
27. REMOVE AND REPLACE EXISTING 8" STORM PIPE (PER RECORD DRAWINGS).
COORDINATE REMOVAL LIMITS WITH SHEET P2.05
28. REMOVE ADA TACTILE WARNING PLATES (± 4'x 8')
29. TREE PROTECTION FENCING
30. REMOVE EXISTING ABANDONED WATER LINE WITHIN LIMITS OF NEW
CONSTRUCTION.
31. PROTECT EXISTING CURB INLET TO REMAIN IN PLACE. CONNECT EXISTING 12" RCP
TO NEW MANHOLE, SEE UTILITY PLAN SHEET SU1.3
GD1.3
SITE DEMOLITION PLANMATCH LINE (SEE SHEET G1.4)EROSION CONTROL LEGEND
SF
07/02/21
E MAIN STREET
V V V V V V V V V V V V V R4 R4R1P R3 R2 R2 R2 P P
LOT NO. 3
LOT NO. 2
1 1
1 2 22 4
CONSTRUCTION LIMITS (TYP.)
5
5
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
30 900 30 60
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
GD1.4
SITE DEMOLITION PLANMATCH LINE (SEE SHEET GD1.3) DEMOLITION KEYNOTES (SHEET GD1.4)
1. STRIP GRASS AND VEGETATION, REMOVE TOPSOIL AND SOIL TO
PROPOSED SUBGRADE ELEVATION IN AREA OF PROPOSED
CONCRETE SIDEWALK.
2. REMOVE EXISTING PAVEMENT MARKING
3. REPLACE EXISTING SIGN WITH RELOCATED SIGN
4. REMOVE EXISTING PAVEMENT MARKING (ADA PARKING SYMBOL)
5. SEE SHEET GD1.3 FOR ADDITIONAL DEMOLITION INFORMATION IN
THIS AREA.
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE
PROVIDED BY THE SURVEYOR (REFER TO SHEET SV-4). THE ENGINEER MAKES
NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT
AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH
PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO
THE ENGINEER.
4. REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSED
BUILDING FOOTPRINT.
5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
6. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED
FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED
DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO
WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO
THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE
CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE
CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING
CONDITION OF THE RIGHT-OF-WAY.
8. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO
REMOVE OR RELOCATE ALL ITEMS WHICH INTERFERE NEW CONSTRUCTION.
GENERAL NOTES
LEGEND
ADA PARKING SPACE
VISITOR PARKING SPACE
RESERVED PARKING SPACE - PRINCIPAL
RESERVED PARKING SPACE - ASSISTANT PRINCIPAL
POLICE (24 HOUR) PARKING SPACE
RESERVED PARKING SPACE - ATHLETIC DIRECTOR
RESERVED PARKING SPACE (GENERAL)
V
P
R1
R2
R3
R4
07/02/21
PARKING LOT ADDITION
(NOT IN SCOPE OF THIS PROJECT)
PERFORMING ARTS BUILDING ADDITION
SMOKEY ROW ROAD / E 136TH STREET
E MAIN STREET
2
6
6
6
5
6
28 31
PAVING AT MURRAY FIELD
(NOT IN SCOPE OF THIS PROJECT)
12
5
5
15
3
STORAGE ADDITION
(NOT IN SCOPE OF THIS PROJECT)
FUTURE NATATORIUM BUILDING ADDITION
(NOT IN SCOPE OF THIS PROJECT)
SEE SHEET G1.3SEE SHEET G1.4 MATCH LINE15
12
14
13
10
10
9
8
7
6
5
4
3
2
1
200 6000 200 400
G1.0
OVERALL SITE PLAN
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SHOWN WERE
PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT
AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH
PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO
THE ENGINEER.
GENERAL NOTES
KEYNOTES
PROPOSED BICYCLE RACKS MOUNTED TO EXISTING SIDEWALKS
PROPOSED BICYCLE RACKS MOUNTED TO NEW SIDEWALKS
1
1
THE NUMBERS SHOWN IN THE SYMBOLS BELOW INDICATE THE QUANTITY OF
BICYCLE RACKS PROPOSED IN A PARTICULAR AREA.
1
THE NUMBERS SHOWN IN THE SYMBOL BELOW INDICATE DESIGNATED
PARKING LOT IDENTIFICATION.
PARKING LOT IDENTIFICATION NUMBER
BICYCLE RACK LOCATION SUMMARY TABLE
LOCATION BICYCLE RACKS
MAIN BUILDING 90
FOOTBALL STADIUM 28
12
3
4
137
TENNIS COURTS
MURRAY STADIUM
CLLC
TOTAL BICYCLE RACKS
274TOTAL BICYCLE PARKING SPACES
THE ABOVE BICYCLE RACKS ACCOMMODATE 5,480 STUDENTS
BICYCLE SPACES REQUIRED = 1 PER 20 STUDENTS
CONSULTANT
PROJECT NUMBER: 220114.00
CARMEL CLAY SCHOOLS
PROJECT ISSUE DATE: 12.15.2020
DRAWN BY: HHW
REV.
NO. DESCRIPTION DATE
TAC SUBMITTAL
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
520 E MAIN STREET
CARMEL, IN 46032
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
BUILDING AREA SUMMARY
YEAR
(2002 THROUGH 2021)
PROJECT EXIST. AREA SF. NEW AREA SF. TOTAL AREA SF. % ADDED REMARKS
2002 FRESHMAN CENTER
2004 LOCKER ROOM
2012 PHYSICAL EDUCATION
2019 POOL ENTRANCE #21
2021 DOCK STORAGE
2021 PERFORMING ARTS
776647
950591
953243
980852
981547
982955
173944
2652
27609
695
1408
25464
950591
953243
980852
981547
982955
1008419
22.40
0.28
2.90
0.07
0.14
2.59
BZA APPROVAL WITH VARIANCES
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
2007 TENNIS BUILDING 1700 SEPARATE BUILDING AT STADIUM SITE
2011 SECURE ENTRANCE 0 NO NEW CONSTRUCTION
OVERALL PARKING SUMMARY
LOT NO. LOT NAME STANDARD SPACE
OLD SENIOR LOT 65 1
EXIST. PROPOSED
65
ADA SPACE
0
EXIST.
0
POLICE SPACE
0
EXIST.
0
BUS SPACE
0
EXIST.
0
TOTAL SPACES
65
EXIST. PROPOSED
65
2
3
4
5
6
7
8
9
10
12
13
14
15
DOOR 7 19 19 4 4 0 0 0 0 23 23
FRONT LOT 109 104 3 7 3 3 0 0 115 114
AUDITORIUM LOT 52 0 4 0 0 0 0 0 56 0
WEST LOT 69 69 0 0 0 0 0 0 69 69
FRESHMAN CENTER LOT 142 142 6 6 1 1 0 0 149 149
FIELDHOUSE LOT 29 29
FITNESS CENTER LOT 20 2 22
POOL LOT 109 0 8 0 1 0 0 0 118
TRAIL LOT 152 231 0 0 0 1 0 4 152 232
SUBTOTAL 766 659 27 17 5 5 0 0 798 681
FOOTBALL HOME LOT 948 948 11 11 0 0 0 0 959 959
FOOTBALL SOUTH LOT 143 143 0 0 0 0 21 = 42 21 = 42 185 185
FOOTBALL VISITOR LOT 516 516 9 9 0 0 0 0 525 525
FOOTBALL NORTH LOT 79 79 0 0 0 0 0 0 79 79
29 0 0 0 0 0 0 29
0 0 0 0 0 0 0
0
PROPOSED PROPOSED PROPOSED
24292546 TOTAL
CITY OF CARMEL REQUIRED PARKING SPACES (235 CLASSROOMS x 10) + (538 EMPLOYEES) = 2888
(UPON COMPLETION OF THE NATATORIUM PROJECT)
SUBTOTAL 1686 1686 20 20 0 0 1748 174821 = 42 21 = 42
AVAILABLE PARKING SPACES UNTIL JUNE 2022 (LOTS 8 & 9) = 2569
PERMIT PARKING SPACES = 1690 (STUDENTS) + 538 (EMPLOYEES) = 2228
NOTES:
1. THE CARMEL HIGH SCHOOL PARKING POLICY IS BASED ON PERMIT ISSUED PARKING. THERE ARE APPROXIMATELY 2228 PERMITS ISSUED.
2. BUS PARKING AT THE FOOTBALL STADIUM IS CURRENTLY 21 SPACES. THESE SPACES CAN ALSO BE USED FOR STUDENT PARKING AT 2
STANDARD VEHICLE SPACES FOR EACH BUS SPACE. THE 21 BUS PARKING SPACES ALLOWS FOR 42 STUDENT PARKING SPACES.
3. THE NATATORIUM PROJECT IS SCHEDULED FOR CONSTRUCTION IN JUNE OF 2022. LOTS 8 & 9 WITH 140 SPACES WILL BE AVAILABLE UNTIL THEN.
PROJECT PARKING SUMMARY
LOT NO.
(PERFORMING ARTS AND TRAIL LOT NORTH ADDITION)
LOT NAME STANDARD SPACE
FRONT LOT 109 3
EXIST. PROPOSED
104
ADA SPACE
3
EXIST.
7
POLICE SPACE
3
EXIST.
3
BUS SPACE
0
EXIST.
0
TOTAL SPACES
115
EXIST.
114
AUDITORIUM LOT 52 4 0 4 0 0 0 0 0 56 0
TRAIL LOT N. ADDITION 0 10 155 0 0 0 0 0 0 0 155
PROJECT TOTAL 161 259 7 7 3 3 0 0 171 269
NET GAIN = 98 SPACES
PROPOSED PROPOSED PROPOSED PROPOSED
07/02/21
E MAIN STREET
LOT 1
LOT 48
PROPOSED BUILDING ADDITION
18,240 SFT.
FINISH FLOOR ELEV. = 851.55 (EAST)
FINISH FLOOR ELEV. = 852.89 (WEST)
FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING1
11
4
4
4
5
5
5
5
6
6
4
8 8
7
7
7 20.0'5.7' 20.0'5.6'
R1
0
.
0
'
R30.0 'R30.0'R50.0'20.0'5.7'24.0'
7
3
4
7
74
1
1
7
5
2
5.9'
7
4
9
10.0'10.0'43.9'
53.3'30.8'30.6'SETBACK LINE
35.0'BUFFER YARD
30.0'
SETBACK LINE
5.0'
24.0'
7
7
6
4
SEE ENLARGEMENT 1
ON SHEET G3.3
SEE ENLARGEMENT 2
ON SHEET G3.3
SEE ENLARGEMENT 3
ON SHEET G3.3
3
3
7
7
7
7
7
6
1
2
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
R10.0'
20 600 20 40
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. REFER TO SITE DETAILS ON SHEETS G5.1 AND G5.2
GENERAL NOTES
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
RESPONSE TAC COMMENTS 04/19/2021B
RESPONSE TAC COMMENTS 05/17/2021C
SITE KEYNOTES
ASPHALT PAVEMENT (1.5" SURFACE ON 3" BASE ON 8" STONE)
6" CONCRETE PAVEMENT, SEE SHEET G1.5 FOR JOINTING PLAN
CROSSWALK
4" CONCRETE SIDEWALK, SEE SHEET G1.5 FOR JOINTING PLAN
6" CONCRETE CURB (STRAIGHT)
CONCRETE CURB AND GUTTER
ADA RAMP, SEE SHEETS G3.3 AND G5.2 FOR MORE INFORMATION
SOD DISTURBED AREAS (PROVIDE 6" OF TOPSOIL)
NEW TRASH DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS)
1
2
3
4
5
6
7
8
9
PROPOSED SITE LEGEND
EXISTING BUILDING
BUILDING ADDITION
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE AREA
G1.3
SITE PLANMATCH LINE (SEE SHEET G1.4)PROJECT PARKING SUMMARY
LOT NO.
(PERFORMING ARTS AND TRAIL LOT NORTH ADDITION)
LOT NAME STANDARD SPACE
FRONT LOT 109 3
EXIST. PROPOSED
103
ADA SPACE
3
EXIST.
7
POLICE SPACE
3
EXIST.
3
BUS SPACE
0
EXIST.
0
TOTAL SPACES
115
EXIST.
113
AUDITORIUM LOT 52 4 0 4 0 0 0 0 0 56 0
TRAIL LOT N. ADDITION 0 10 155 0 0 0 0 0 0 0 155
PROJECT TOTAL 161 258 7 7 3 3 0 0 171 268
NET GAIN = 97 SPACES
PROPOSED PROPOSED PROPOSED PROPOSED
07/02/21
13
2
E MAIN STREET
80.0'
31 BIKE RACKS
72.0'
28 BIKE RACKS
17.0'6 BIKE RACKS2
2 6.0'6.0'V V V V V V V V P P PR4 R4 R2 R2 R1R2R3
11 10 9 8 7 7 7 12
3
3 3
3
3
8' 8' 8' 8' 8'5' 5' 5'6 6
4 4
5 5
4
6
15.0' 15'± 15'±
1
1
1
LOT NO. 3
LOT NO. 2 14
14
145.0'6.0'
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
30 900 30 60
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
RESPONSE TAC COMMENTS 04/19/2021B
G1.4
SITE PLANMATCH LINE (SEE SHEET G1.3)SITE KEYNOTES (SHEET G1.4)
CONCRETE SIDEWALK FOR BIKE RACKS, SEE DETAIL ON SHEET G5.1
BIKE RACKS, SPACED @ 30" O.C., SEE DETAIL ON SHEET G5.1
SOD DISTURBED AREAS (PROVIDED 6" OF TOPSOIL)
4" WIDE SOLID BLUE PAVEMENT MARKING
4" WIDE SOLID BLUE PAVEMENT MARKING AT 45° AT 36" O.C.
ADA PARKING SYMBOL, MATCH EXISTING ON-SITE SYMBOLS
REPLACE EXISTING SIGN WITH NEW ADA PARKING SIGN
REPLACE EXISTING SIGN WITH RELOCATED "RESERVED PARKING
FOR PRINCIPAL" SIGN ONTO EXISTING POST.
REPLACE EXISTING SIGN WITH RELOCATED "RESERVED PARKING
FOR ASSISTANT PRINCIPAL" SIGN ONTO EXISTING POST.
PROVIDE EXISTING RELOCATED "RESERVED PARKING FOR
ASSISTANT PRINCIPAL" SIGN ONTO NEW POST
PROVIDE EXISTING RELOCATED "RESERVED PARKING FOR ATHLETIC
DIRECTOR" SIGN ONTO NEW POST
REPLACE EXISTING ADA SIGN WITH EXISTING RELOCATED "POLICE
PARKING - 24 HOURS" SIGN ONTO EXISTING POST
REPLACE EXISTING "VISITOR PARKING (BOTH DIRECTIONS)" SIGN
WITH EXISTING RELOCATED "VISITOR PARKING (TO THE LEFT) SIGN
SEE SHEETS G1.3 AND G3.3 FOR MODIFICATIONS IN THESE AREAS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
LEGEND
ADA PARKING SPACE
VISITOR PARKING SPACE
RESERVED PARKING SPACE - PRINCIPAL
RESERVED PARKING SPACE - ASSISTANT PRINCIPAL
POLICE (24 HOUR) PARKING SPACE
RESERVED PARKING SPACE - ATHLETIC DIRECTOR
RESERVED PARKING SPACE (GENERAL)
V
P
R1
R2
R3
R4
PROJECT PARKING SUMMARY
LOT NO.
(PERFORMING ARTS AND TRAIL LOT NORTH ADDITION)
LOT NAME STANDARD SPACE
FRONT LOT 109 3
EXIST. PROPOSED
103
ADA SPACE
3
EXIST.
7
POLICE SPACE
3
EXIST.
3
BUS SPACE
0
EXIST.
0
TOTAL SPACES
115
EXIST.
113
AUDITORIUM LOT 52 4 0 4 0 0 0 0 0 56 0
TRAIL LOT N. ADDITION 0 10 155 0 0 0 0 0 0 0 155
PROJECT TOTAL 161 259 7 7 3 3 0 0 171 268
NET GAIN = 97 SPACES
PROPOSED PROPOSED PROPOSED PROPOSED
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. REFER TO SITE DETAILS ON SHEETS G5.1 AND G5.2
GENERAL NOTES
07/02/21
TBM#1 = 856.00
E MAIN STREET
LOT 1
LOT 48
PROPOSED BUILDING ADDITION
18,240 SFT.
FINISH FLOOR ELEV. = 851.55 (EAST)
FINISH FLOOR ELEV. = 852.89 (WEST)
FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKINGSANSAN SANFFE: 851.55
FFE: 852.89
FFE: 851.55
FFE: 851.55
FFE: 851.55
SEE ENLARGEMENT 1
ON SHEET G3.3
SEE ENLARGEMENT 2
ON SHEET G3.3
SEE ENLARGEMENT 3
ON SHEET G3.3
ST-204
RIM = 850.69
ST-206
RIM = 850.51
ST-201
RIM = 851.41
ST-209
RIM = 849.82
ST-208
RIM = 850.60
ST-207
RIM = 850.52
ST-203
RIM = 850.42
ST-205
RIM = 850.23
852.20
TC 851.88
BC 851.38
TC 852.08
BC 851.58
TC 852.12
BC 851.62
TC 851.53
BC 851.03
MEG 850.97
MEG 850.71
MEG 850.61 MEG 851.03 MEG 850.58 MEG 850.73
MEG 851.58 MEG 851.36 MEG 851.22 MEG 851.66 MEG 851.19 MEG 851.32
TC 852.08
BC 851.58
TC 851.79
BC 851.29
TC 851.42
BC 850.92
TC 851.42
BC 850.92
TC 851.63
BC 851.13
TC 851.42
BC 850.92
TC 851.30
BC 850.80
TC 851.43
BC 850.93 TC 851.35
BC 850.85
TC 851.17
BC 850.67
852.15 851.86 851.50 851.50 851.50 851.70 851.50
851.37 851.50 851.43
MEG 851.60 MEG 852.09
MEG 851.03
TC 851.86
BC 851.36
852.43
852.89
MEG 852.29
BC 851.26
BC 851.31
BC 851.46
BC 851.51
MEG 850.68
MEG 850.52 MEG 850.52
BC 850.34
BC 850.61
BC 850.54
BC 850.40
BC 850.12
BC 849.53
BC 849.16
MEG 850.51
BC 850.06
BC 850.06
MEG 850.86
MEG 851.11
MEG 850.80
MEG 850.44
MEG 849.98
MEG 849.66
BC 850.79
851.43
TC 851.29
BC 850.79
TC 851.33
BC 850.83
TC 851.42
BC 850.92
TC 851.47
BC 850.97
TC 851.42
BC 850.92
TC 851.42
BC 850.92
851.43
851.50
851.50
851.55
851.50
851.50
851.55
TC 851.12
BC 850.62
MEG 850.58
BC 850.40
MEG 850.99
MEG 850.21
MEG 849.20MEG 849.70 MEG 850.12
851.40851.45
851.45
851.35
851.20
850.30
850.70
851.32
851.37
851.53
TC 851.41
BC 850.91
BC 850.65
TC 850.65
MEG 850.67
MEG 850.66
MEG 851.41
MEG 851.40
MEG 851.60
MEG 851.59
MEG 851.31
MEG 853.80
MEG 853.81
MEG 853.43
MEG 851.08
MEG 850.92
MEG 850.43
BC 850.85
MEG 851.37
MEG 851.43
MEG 851.01
MEG 851.07
MEG 850.99
MEG 850.85
MEG 850.80
MEG 850.30
BC 850.15
MEG 850.92
MEG 850.29
MEG 851.25
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
1
1
1 1 1 1
1
1
2
2
2
2
ST-202A
RIM = 852.00
ST-202
RIM = 851.41
BENCHMARKS:
20 600 20 40
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. SEE TOPOGRAPHIC SURVEY FOR BENCHMARK INFORMATION.
GENERAL NOTES
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
RESPONSE TAC COMMENTS 04/19/2021B
G2.3
GRADING PLAN
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
PROPOSED SURFACE DRAINAGE FLOW ARROW
FLOOD ROUTING PATH
MEG
TC
BC
TC
BC
750.65
PROPOSED DRAINAGE SUMMARY
PROJECT AREA 10 YEAR RUNOFF 100 YEAR RUNOFF
0.98 ACRES 4.61 CFS 6.88 CFS
100 YEAR INLET CASTING CAPACITY ELEVATION TABLE
STRUCTURE
NUMBER
100 YEAR ELEVATION
(INLET 50% CLOGGED)
203 R-3010
NEENAH INLET
CASTING TYPE
850.42
TOP OF CASTING
ELEVATION
850.65
205 R-3010 850.23 850.43
ALL OF THE 100 YEAR ELEVATIONS SHOWN IN THIS TABLE ARE
BELOW THE ADJACENT TOP OF CURB ELEVATIONS AND
BELOW THE FINISH FLOOR ELEVATION.
ADDITIONAL DETENTION WAS PROVIDED BY THE PREVIOUSLY SUBMITTED
CARMEL HIGH SCHOOL PARKING LOT PROJECT (PZ-2020-00170 TAC). AN
ADDITIONAL 0.12 ACRES OF IMPERVIOUS AREA WAS ADDED TO THE
PREVIOUSLY APPROVED HYDROCAD MODEL TO ACCOUNT FOR THIS AND
OTHER FUTURE UPCOMING PROJECTS. THIS PROJECT IS ADDING 0.08 ACRES.
INDICATES APPROXIMATE LIMITS OF 100 YEAR
ELEVATION OF INLET 50% CLOGGED
GRADING KEYNOTES
1. FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE SOUTH SIDE OF THE
PROJECT WHEN 100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS FROM MAIN
STREET RIGHT OF WAY ONTO THE PROJECT SITE THEN TRAVELS IN A EASTERLY
DIRECTION OVER TWO EXISTING INLETS THAT WILL REMAIN IN PLACE THEN
CONTINUES EASTERLY TO WEST SIDE OF EXISTING DRIVE ENTRANCE THEN
TRAVELS SOUTH AND THEN WEST TO A EXISTING CURB INLET LOCATED ON THE
NORTH SIDE OF MAIN STREET.
2. FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE EAST SIDE OF THE
PROJECT WHEN 100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS FROM THE EAST
SIDE DRIVE AND THEN TRAVELS IN A NORTHERLY DIRECTION OVER MULTIPLE
EXISTING CURB INLETS LOCATED ON THE EAST SIDE OF THE DRIVE.
EVENTUALLY GRADE LEVELS OUT ON THE EAST DRIVE NEAR THE NORTHEAST
CORNER OF THE HIGH SCHOOL BUILDING AND IF PONDING DEPTH EXCEEDS SIX
INCHES FLOOD ROUTING PATH WILL OVERTOP CURB AND TRAVEL EAST TO A
EXISTING SWALE AND THEN TRAVEL NORTH IN THE SWALE TO COOL CREEK.
07/02/21
1
NO PARKINGFFE: 851.55
851.20
TC 851.41
BC 850.91
851.50
851.53
851.55
851.55
TC 851.42
BC 850.92
BC 850.65
TC 850.65851.40851.45
851.45
851.35
851.32
851.37
851.00
851.00
BC 850.80
BC 850.80
TC 851.20
TC 851.20
MEG 850.21
TC 850.80
BC 850.30
TC 851.20
BC 850.70
850.76
850.91
851.40
TC 850.70
BC 850.70
851.07
MEG 850.64
MEG 850.66
MEG 850.67
MEG 850.67
MEG 851.40
MEG 851.41
MEG 851.29
MEG 851.28
BC 850.29
MEG 850.99
BC 850.14
TC 850.14
BC 850.13
TC 850.13
TC 850.74
BC 850.24
BC 850.30MEG 850.85
MEG 850.92
MEG 850.80
10.00'12.00'12.00'5.00'R2.50'5.00'6.33' 6.33'9.50'
10.00' MEG 850.22 9.00'MEG 849.82
BC 850.12
BC 849.53
MEG 849.20
MEG 849.16
2 2
5
5
2
5
6
6
8
6
6
6
8
SANSAN
SAN
6
5
5
3
7
9
9
1
8
4
5
6
4
8
5
10
10
TC 851.90
BC 851.40
TC 851.85
BC 851.35
BC 851.79
TC 851.79
5.0
0
'
6.
0
0
'
6
.
0
0
'
13.
0
0
'
7.00'
BC 853.35
TC 853.35
BC 852.86
TC 852.86
BC 852.70
TC 853.20
BC 852.40
TC 852.80
BC 853.43
BC 852.98
BC 852.73
BC 852.30
TC 852.75
TC 852.73
TC 852.98
TC 853.81
BC 853.80
TC 853.54
BC 853.04
TC 853.33
BC 852.83
TC 853.80
TC 852.75
BC 852.75
TC 851.54
BC 851.04
851.64
16.00' 5.00'MEG 852.62
MEG 852.68
MEG 851.23
851.25 ±
TC 851.75 ±
BC 851.35 ±
TC 851.85 ±851.35 ±
6
9
5
25.50' 6.00'2
5
TC MEG
BC MEGMEG
BC MEG
BC MEG
6
9
TC 851.81
BC 851.31
BC 851.26
TC 851.26
TC 851.70
BC 851.20 11
11
11
11
12 12
5.0
0
'
5.00'
MAIN STREET
7
8
16
5.00'
8
9
16
16
17
15
15
14
14
17
16 6.50
'6.50'13
851.96
852.01
BC 851.46
BC 851.51
TC 852.06
BC 851.56
TC 851.90
BC 851.40
NO PARKING
5
5
2
4
5
5
5
8
8
7
4
5
4
6
6
7
8
TC 851.30
BC 850.80
851.43
TC 851.29
BC 850.79
851.50
TC 851.43
BC 850.93
TC 851.35
BC 850.85
851.43
TC 851.35
BC 850.85
TC 851.43
BC 850.96
TC 851.43
BC 850.93
BC 850.79
TC 850.79
TC 851.17
BC 850.67
TC 851.15
BC 850.65
TC 851.28
BC 850.78
BC 851.43
TC 851.43
BC 851.43
TC 851.43
TC 851.23
BC 850.73
850.52
MEG 850.01
TC 851.08
BC 850.58
TC 851.11
BC 850.61TC 851.16
BC 850.66
TC 851.14
BC 850.64
TC 851.08
BC 851.08
TC 850.93
BC 850.43
BC 850.55
TC 850.55
MEG 850.51
MEG 850.40
MEG 850.99
MEG 851.07
TC 851.35
BC 850.85
TC 851.42
BC 850.92 TC 851.43
MEG 851.37
BC 851.01
TC 851.37
MEG 851.43
BC 850.87
TC 850.87
6.00'5.00' 6.50'6.00' 5.00'10.50'13
11
1112
2
BC 850.85
TC 850.85
5.00'
8
850.69 850.67
6
6
6
14
15
14 6.50'
10
14
5.15'6.37'14
MAIN STREET
10
851.14
TC 851.14
851.43
BC 850.75
TC 850.75
TC 851.05
BC 850.55
10 400 10 20
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
RESPONSE TAC COMMENTS 04/19/2021B
RESPONSE TAC COMMENTS 05/17/2021C
G3.3
GRADING PLAN ENLARGEMENTS
ENLARGEMENT 3
ENLARGEMENT 1 ENLARGEMENT 2
LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EDGE OF PAVEMENT
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
MEG
TC
BC
EP
750.65
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. SEE TOPOGRAPHIC SURVEY AND GRADING PLAN SHEET G2.3
FOR BENCHMARK INFORMATION.
GENERAL NOTES
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
KEYNOTES
1. NEW TYPE "A" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.2
2. NEW TYPE "B" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.2
3. NEW TYPE "C" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.2
4. NEW TYPE "D" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.2
5. 6" WIDE CONCRETE CURB INTEGRAL WITH SIDEWALK ALONG RAMP.
SEE TYPE "D" ADA RAMP ON SHEET G5.2
6. PROVIDE 1/2" DIA. EPOXY COATED DOWELS x 1'-4" LONG @ 12" O.C.
BETWEEN NEW AND EXISTING CONCRETE.
7. 2' WIDE DETECTABLE WARNING SURFACE PLATES PER ADA
STANDARDS AND PER INDOT DETAIL ON SHEET G5.2
8. 5" THICK CONCRETE SIDEWALK AT 1.5% MAX. CROSS SLOPE
9. PROVIDE 1/2" DIA. EPOXY COATED DOWELS x 1'-0" LONG BETWEEN
NEW AND EXISTING CURBS. PROVIDE 1/2" EXPANSION JOINT
MATERIAL WITH SEALANT.
10. NEW 4" THICK CONCRETE SIDEWALK
11. NEW 8" WIDE WHITE SOLID THERMOPLASTIC PAVEMENT MARKING
(WITH SHARK GRIP ANTI-SLIP ADDITIVE).
12. NEW 18" WIDE WHITE SOLID THERMOPLASTIC PAVEMENT MARKING
(WITH SHARK GRIP ANTI-SLIP ADDITIVE) SPACED AT 30" O.C.
13. RELOCATED SIGN
14. CONCRETE CONTROL JOINT. CONTROL JOINTS ARE EQUALLY
SPACED @ 6' MAX. (TYPICAL)
15. CONCRETE EXPANSION JOINT
16. NEW 24" WIDE CONCRETE CURB AND GUTTER
17. ASPHALT PATCH AT NEW CONCRETE GUTTER
07/02/21
1
NO PARKINGFFE: 851.55
851.20
TC 851.41
BC 850.91
851.50
851.53
851.55
851.55
TC 851.42
BC 850.92
BC 850.65
TC 850.65851.40851.45
851.45
851.35
851.32
851.37
851.00
851.00
BC 850.80
BC 850.80
TC 851.20
TC 851.20
MEG 850.21
TC 850.80
BC 850.30
TC 851.20
BC 850.70
850.76
850.91
851.40
TC 850.70
BC 850.70
851.07
MEG 850.64
MEG 850.66
MEG 850.67
MEG 850.67
MEG 851.40
MEG 851.41
MEG 851.29
MEG 851.28
BC 850.29
MEG 850.99
BC 850.14
TC 850.14
BC 850.13
TC 850.13
TC 850.74
BC 850.24
BC 850.30MEG 850.85
MEG 850.92
MEG 850.80
10.00'12.00' 12.00'5.00'R2.50'5.00'6.33' 6.33'9.50'
10.00' MEG 850.22 9.00'MEG 849.82
BC 850.12
BC 849.53
MEG 849.20
MEG 849.16
2 2
5
5
2
5
6
6
8
6
6
6
8
NO PARKING
5
5
2
4
5
5
5
8
8
7
4
5
5
4
6
6
7
8
TC 851.30
BC 850.80
851.43
TC 851.29
BC 850.79
851.50
TC 851.43
BC 850.93
TC 851.35
BC 850.85
851.43
TC 851.35
BC 850.85
TC 851.43
BC 850.96
TC 851.43
BC 850.93
BC 850.79
TC 850.79
TC 851.17
BC 850.67
TC 851.15
BC 850.65
TC 851.28
BC 850.78
BC 851.43
TC 851.43
BC 851.43
TC 851.43
TC 851.23
BC 850.73
850.52
MEG 850.01
TC 851.08
BC 850.58
TC 851.11
BC 850.61TC 851.16
BC 850.66
TC 851.14
BC 850.64
TC 851.08
BC 851.08
TC 850.93
BC 850.43
BC 850.55
TC 850.55
MEG 850.51
MEG 850.40
MEG 850.99
MEG 851.07
TC 850.98
BC 850.48
BC 851.06
TC 851.06
TC 851.16
BC 850.66
TC 851.42
BC 850.92
BC 851.43
TC 851.43
MEG 851.37
BC 851.01
TC 851.37
MEG 851.43
BC 850.87
TC 850.87
BC 850.57
TC 850.57
6.00'5.00' 6.50'6.00' 5.00'5.50'6.00' 13
11
1112
2
BC 850.85
TC 850.85
5.00'
8
850.69 850.67
6
6
6
14
15
14 6.50
'
10
14
5.15'6.37'14
MAIN STREET
10
SANSAN SAN6
5
5
3
7
9
9
1
8
4
5
6
4
8
5
10
10
TC 851.90
BC 851.40
TC 851.85
BC 851.35
BC 851.79
TC 851.79
5.0
0
'
6.
0
0
'6.
0
0
'
13.
00'
7.00'
BC 853.35
TC 853.35
BC 852.86
TC 852.86
BC 852.70
TC 853.20
BC 852.40
TC 852.80
BC 853.43
BC 852.98
BC 852.73
BC 852.30
TC 852.75
TC 852.73
TC 852.98
TC 853.81
BC 853.80
TC 853.54
BC 853.04
TC 853.33
BC 852.83
TC 853.80
TC 852.75
BC 852.75
TC 851.54
BC 851.04
851.64
16.00' 5.00'MEG 852.62
MEG 852.68
MEG 851.23
851.25 ±
TC 851.75 ±
BC 851.35 ±
TC 851.85 ±851.35 ±
6
9
5
2 5.50'6.00'2
5
TC MEG
BC MEGMEG
BC MEG
BC MEG
6
9
TC 851.81
BC 851.31
BC 851.26
TC 851.26
TC 851.70
BC 851.20 11
11
11
11
12 12
5.0
0
'
5.00'
MAIN STREET
7
8
16
5.00'
8
9
16
16
17
15
15
14
14
17
16 6.50
'6.50'13
851.96
852.01
BC 851.46
BC 851.51
TC 852.06
BC 851.56
TC 851.90
BC 851.40
G3.3
GRADING PLAN ENLARGEMENTS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
19700317
No.
ENLARGEMENT 1 ENLARGEMENT 2
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
10 400 10 20
LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EDGE OF PAVEMENT
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
MEG
TC
BC
EP
750.65
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. SEE TOPOGRAPHIC SURVEY AND GRADING PLAN SHEET G2.3
FOR BENCHMARK INFORMATION.
GENERAL NOTES
KEYNOTES
1. NEW TYPE "A" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.2
2. NEW TYPE "B" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.2
3. NEW TYPE "C" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.2
4. NEW TYPE "D" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.2
5. 6" WIDE CONCRETE CURB INTEGRAL WITH SIDEWALK ALONG RAMP.
SEE TYPE "D" ADA RAMP ON SHEET G5.2
6. PROVIDE 1/2" DIA. EPOXY COATED DOWELS x 1'-4" LONG @ 12" O.C.
BETWEEN NEW AND EXISTING CONCRETE.
7. 2' WIDE DETECTABLE WARNING SURFACE PLATES PER ADA
STANDARDS AND PER INDOT DETAIL ON SHEET G5.2
8. 5" THICK CONCRETE SIDEWALK AT 1.5% MAX. CROSS SLOPE
9. PROVIDE 1/2" DIA. EPOXY COATED DOWELS x 1'-0" LONG BETWEEN
NEW AND EXISTING CURBS. PROVIDE 1/2" EXPANSION JOINT
MATERIAL WITH SEALANT.
10. NEW 4" THICK CONCRETE SIDEWALK
11. NEW 8" WIDE WHITE SOLID THERMOPLASTIC PAVEMENT MARKING
(WITH SHARK GRIP ANTI-SLIP ADDITIVE).
12. NEW 18" WIDE WHITE SOLID THERMOPLASTIC PAVEMENT MARKING
(WITH SHARK GRIP ANTI-SLIP ADDITIVE) SPACED AT 30" O.C.
13. RELOCATED SIGN
14. CONCRETE CONTROL JOINT. CONTROL JOINTS ARE EQUALLY
SPACED @ 6' MAX. (TYPICAL)
15. CONCRETE EXPANSION JOINT
16. NEW 24" WIDE CONCRETE CURB AND GUTTER
17. ASPHALT PATCH AT NEW CONCRETE GUTTER
ENLARGEMENT 3ENLARGEMENT 3
07/02/21
1
TBM#1 = 856.00
E MAIN STREET
LOT 48
PROPOSED BUILDING ADDITION
18,240 SFT.
FINISH FLOOR ELEV. = 851.55 (EAST)
FINISH FLOOR ELEV. = 852.89 (WEST)
FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKINGSANSAN SAN
FFE: 851.55
FFE: 852.89
FFE: 851.55
FFE: 851.55
FFE: 851.55
CW
PT
SF
SF
SF
SF
ST-202
ST-201
ST-204
ST-206
ST-207
ST-208
ST-209
1
1 1
1
1
1
1
1
1
2
2
2
2
2
ST-203
ST-205ST-202A
WQ - BMP UNIT
2 23
4
5
6
6
7
8
8
8
8
8
2
2
20 600 20 40
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
RESPONSE TAC COMMENTS 04/19/2021B
G4.3
EROSION CONTROL PLANINLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
EROSION CONTROL LEGEND
CW
PT
SF
EROSION CONTROL NOTES
1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BY
THE INSPECTOR.
2. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK
AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORE
LEAVING THE SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER
PAVED AREAS.
3. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE
WITH CHAPTER 600 OF THE CITY OF CARMEL STORMWATER TECHNICAL
STANDARDS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS
AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO
THE REQUIREMENTS AS SET FORTH IN THE MANUAL.
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
GENERAL NOTES
EROSION CONTROL KEYNOTES
1. SEDIMENT BAG INLET PROTECTION
2. LIMITS OF CONSTRUCTION
3. TEMPORARY SEEDING
4. CONCRETE WASHOUT
5. PORTABLE TOILETS
6. SILT FENCE
7. CONSTRUCTION ENTRANCE
8. SEDIMENT LOG ROLL
07/02/21
PROJECT SITE
YclA
YmsC2
PROJECT SITE
G4.4
STORMWATER POLLUTION
PREVENTION PLANINLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
07/02/21
AREA INLET
SEDIMENT BAG DETAIL
SILT FENCE DETAIL
METAL PINS OR STAPLES TO
SECURE THE POLYETHYLENE
LINING TO THE STRAW BALES
WOOD OR METAL STAKES
TO SECURE THE STRAW
BALES (2 PER STRAW
BALE)
STRAW BALE (ALTERNATIVE
MATERIALS OR PRODUCTS
MAY BE USED TO PROVIDE
STRUCTURAL
CONTAINMENT.
ALTERNATIVE MATERIALS
OR PRODUCTS WILL
REQUIRE DESIGN
MODIFICATION.)
PLAN VIEW
NOT TO SCALE
L = INSIDE LENGTH (10' MIN)
W = INSIDE WIDTH (10' MIN)
POLYETHYLENE LINING
(10 MIL); THE LINING
SHALL EXTEND OVER
THE STRAW BALES.
COMPACTED SOIL
MATERIAL
SECTION A-A
NOT TO SCALE
EXCAVATION
SANDBAGS OR OTHER
APPROPRIATE ANCHORING
SYSTEM TO
SECURE THE POLYETHYLENE
LINING
ASs =
T L = TOP LENGTH OF
EXCAVATION (10' MIN)
B L = BOTTOM LENGTH OF
EXCAVATION
T W = TOP WIDTH OF
EXCAVATION (10' MIN)
B W = BOTTOM WIDTH OF
EXCAVATION
ASS = ANCHORING SYSTEM
TYPE AND SPACING
D = REQUIRED DEPTH TO CONTAIN
WASHOUT INCLUDING 12"
RAINFALL PLUS 12" FREEBOARD
POLYETHYLENE
LINING (10 MIL)
SECTION B-B
NOT TO SCALE
SANDBAGS OR OTHER
APPROPRIATE ANCHORING SYSTEM
TO SECURE THE POLYETHYLENE
LINING
WOOD OR METAL STAKES
TO SECURE THE STRAW
BALES (2 PER STRAW
BALE)
L=10'
STRAW BALES ENTRENCHED 4
INCHES INTO THE SOIL
D = 2'
A A
W=10'
TL=10'
BW=8'
TW=10'
BL=8'
PLAN VIEW
NOT TO SCALE
ABOVE GRADE SYSTEM BELOW GRADE SYSTEM
STANDARD WASHOUT DETAIL
B
CONSTRUCTION ENTRANCE
4
2
5
1
3A
3B
NOTE:
REFER TO GENERAL STAPLE PATTERN GUIDE FOR
CORRECT STAPLE PATTERN RECOMMENDATIONS FOR
SLOPE INSTALLATIONS.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME,
FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED
AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"
OVERLAP.
5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER
END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH
OVERLAPPED AREA, APPROXIMATELY 12" APART.
EROSION CONTROL BLANKET SLOPE INSTALLATION
G4.5
EROSION CONTROL DETAILS
CONSULTANT
PROJECT NUMBER: 220114.00
CARMEL CLAY SCHOOLS
PROJECT ISSUE DATE: 12.15.2020
DRAWN BY: HHW
REV.
NO. DESCRIPTION DATE
TAC SUBMITTAL
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
520 E MAIN STREET
CARMEL, IN 46032
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
07/02/21
1/4" / FT. SLOPE
TOOLED CONTROL JOINT
R
1
"
SEE PLANS 4"6"
6"1'-6" 45°
MONOLITHIC CURB AND WALK DETAIL
NO SCALE
4" OF COMPACTED
AGGREGATE SIZE #53
COMPACTED SUBGRADE
NOTES:
1. CURB SHALL HAVE 1/2" EXPANSION JOINTS AT
48'-0" MAX. AND AT ENDS OF RADII. CONTROL
JOINTS AT 10'-0" MAX. UNLESS OTHERWISE NOTED.
2. CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OF
TOTAL THICKNESS OF SLAB.
3. FIBER ADDITIVE: VIRGIN NYLON FIBERS. 3/4"
LENGTH, NYCON BY NYCON, INC., OR FORTA
NYLON BY FORTA CORPORATION, ADDED AT THE
BATCH PLANT AT 1 LB. PER CU. YD. OF CONCRETE.
CURB
PAVING
WALK
TRANSVERSE
JOINTS
LONGITUDINAL
CONTROL JOINT
TOP OF
PAVEMENT
6"6"
6" CONCRETE CURB (STRAIGHT) DETAIL
1" = 1'-0"1'-6" 6" 6"NOTES:
1. PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.
2. PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING AND
AT ENDS OF ALL RADII.
4" COMPACTED
GRANULAR MATERIAL
COMPACTED
SUBGRADER1
"
TOP OF
PAVEMENT
CONCRETE SIDEWALK
(WHERE APPLICABLE)
1/2" EXPANSION JOINT
4" CONCRETE SIDEWALK DETAIL
4" COMPACTED
GRANULAR MATERIAL
WIDTH VARIES (SEE PLAN SHEETS)
COMPACTED SUBGRADE4"FINISH
GRADE
CONCRETE SIDEWALK
1" = 1'-0"
NOTES:
6x6, W2.9xW2.9, WWF (EPOXY COATED)
1. CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND-TOOLED
AFTER EACH FINISHING OPERATION.
2. PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEEN
WALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.
3. SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.4" 4" 3" 1.5"12.5"COMPACTED AGGREGATE #53
ASPHALT PAVEMENT DETAIL
COMPACTED SUBGRADE
1" = 1'-0"
HMA SURFACE, TYPE A, 9.5 mm
HMA BASE, TYPE A, 19.0 mm
COMPACTED AGGREGATE #2
ADA ACCESSIBLE CURB RAMP TYPE "H"
NO SCALE
ADA ACCESSIBLE CURB RAMP TYPE "G"
NO SCALE
EXPANSION JOINT DETAIL
1" = 1'-0"DCONCRETE PAVEMENT
1/2"
SUBBASE
1/2" PREFORMED EXPANSION
JOINT FILLER WITH SEALANT
D 1/8" SAWED
OR TOOLED
CONTROL JOINT
D/4NO SCALE
CONTROL JOINT DETAIL
12" 6"14"TOP OF ASPHALT
PAVMENT
6" 6"COMPACTED SUBGRADE
COMPACTED AGGREGATE #53
#5 BAR CONT.
1" = 1'-0"
6" CONCRETE PAVEMENT DETAIL
6x6, W2.9xW2.9, WWF (EPOXY COATED)
NOTES:
1. CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE
HAND-TOOLED AFTER EACH FINISHING OPERATION.
2. PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK,
BETWEEN WALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS
INDICATED ON THE DRAWINGS.
3. SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.
BIKE RACK DETAIL
NO SCALE
NOTE:
INSTALLATION OF BIKE RACKS TO BE SEPARATE
CONSTRUCTION CONTRACT.6 3/4"1'-0 3/4"6"6"4" COMPACTED
GRANULAR MATERIAL
2'-0"
COMPACTED SUBGRADE
1" = 1'-0"
NOTES:
1. PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.
2. PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING AND
AT ENDS OF ALL RADII.
CONCRETE CURB AND GUTTER DETAIL
FINISH
GRADE
R 1"
R 2"
SLOPE
R 1/4"
TOP OF
PAVEMENT
G5.1
SITE DETAILS
CONSULTANT
PROJECT NUMBER: 220114.00
CARMEL CLAY SCHOOLS
PROJECT ISSUE DATE: 12.15.2020
DRAWN BY: HHW
REV.
NO. DESCRIPTION DATE
TAC SUBMITTAL
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
520 E MAIN STREET
CARMEL, IN 46032
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
07/02/21
TBM#1 = 856.00
E MAIN STREET
LOT 1
LOT 48
PROPOSED BUILDING ADDITION
18,240 SFT.
FINISH FLOOR ELEV. = 851.55 (EAST)
FINISH FLOOR ELEV. = 852.89 (WEST)
FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKINGSANSAN SAN
ST-204 ST-206
ST-201
ST-209
ST-208
ST-207
ST-203
ST-205
4
3
5
555
36 L.F.
8
9 10
11
2
12
CONNECT TO EXISTING MANHOLE
@ INVERT ELEV. 845.61
5
5 1
1
4
3
5
4
3
5
11 L.F.
12 L.F.
22 L.F.
4 L.F.
19 L.F.
57 L.F.
27 L.F.
6
7
13
14
15 14
15
16
17
12
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
ST-202A
ST-202
20 600 20 40
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
GENERAL NOTES
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
RESPONSE TAC COMMENTS 04/19/2021B
UTILITY KEYNOTES
1. PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE
2. CAP EXISTING 24" RCP STORM PIPE
3. PROPOSED 6" PVC @ 2.00% MIN. SLOPE
4. PROPOSED 8" PVC PIPE @ 2.00% MIN. SLOPE
5. PROPOSED CLEANOUT
6. RE-ROUTED 6" FIRE LATERAL TO NEW SPRINKLER / RISER ROOM.
MATCH EXISTING PIPE SIZE AND MATERIAL. COORDINATE NEW
RISER LOCATIONS AND PIPE ELEVATIONS WITH SHEET P2.05.
PROVIDE NEW FITTINGS TO ADJUST TRANSITION IN ALIGNMENT AS
REQUIRED. PROVIDE FERNCO COUPLING BETWEEN NEW AND
EXISTING PIPES.
7. RE-ROUTED 4" FIRE DEPARTMENT CONNECTION TO NEW
SPRINKLER / RISER ROOM. MATCH EXISTING PIPE SIZE AND
MATERIAL. COORDINATE NEW RISER LOCATIONS AND PIPE
ELEVATIONS WITH SHEET P2.05. PROVIDE NEW FITTINGS TO
ADJUST TRANSITION IN ALIGNMENT AS REQUIRED. PROVIDE
FERNCO COUPLING BETWEEN NEW AND EXISTING PIPES.
8. CONNECT NEW (RE-ROUTED) FIRE PROTECTION LINES AT THIS
LOCATION (WEST OF ELECTRICAL LINES). PROTECT / SHORE
EXISTING ELECTRICAL LINES DURING CONSTRUCTION.
9. NEW BUILDING STORM LATERAL, 6" PVC PIPE INVERT 848.22.
COORDINATE PIPE LOCATION AND ELEVATION WITH SHEET P2.05.
10. NEW BUILDING STORM LATERAL, 6" PVC PIPE INVERT 848.22.
COORDINATE PIPE LOCATION AND ELEVATION WITH SHEET P2.05.
11. NEW BUILDING STORM LATERAL, 6" PVC PIPE INVERT 849.89
COORDINATE PIPE LOCATION AND ELEVATION WITH SHEET P2.05.
12. FIELD VERIFY EXISTING PIPE PIPE SIZE, MATERIAL AND ELEVATION
PRIOR TO CONSTRUCTION. CONNECT EXISTING PIPE TO NEW
MANHOLE STRUCTURE.
13. NEW STORMWATER QUALITY BMP UNIT (CONTECH CASCADE
MODEL CS-5)
14. PROVIDE A WYE CONNECTION 6"x 8"x 8".
15. EXISTING 12" RCP TO BE CONNECTED TO NEW MANHOLE
STRUCTURES.
16. SANITARY LATERAL INVERT = 847.89. COORDINATE LOCATION AND
ELEVATION WITH SHEET P2.05.
17. COORDINATE WORK ON EXISTING 8" STORM LATERAL TO REMAIN
WITH SHEET P2.05.
SU1.3
UTILITY PLAN
07/02/21
SEE STRUCTURE DATA TABLE FOR
CASTING TYPE AND ELEVATIONFINISH GRADE
ASPHALTIC
MASTIC OR BUTYL
RUBBER SEAL
BETWEEN JOINTS
PRECAST CONCRETE ADJUSTING
RINGS AS NEEDED (12" OF RINGS MAX.)
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
CONDITIONS. CONE TOP TO
MATCH ADJUSTING RING PROFILE.
48" DIA. 5"16"TYP.PRECAST CONCRETE
SECTIONS
PREFORMED HOLE TO MAX.
OF PIPE O.D. + 6" W/ NON
SHRINK CEMENT GROUT
BENCHWALLS AT MIN. 1/2" PER
FOOT SLOPE. BENCHWALLS TO
BE CONSTRUCTED TO SPRING
LINE OF PIPE.
MANHOLE BASE SET ON
6" OF #8 OR #2 STONECOMPACTED
SUBGRADE
PLASTIC ENCAPSULATED
STEEL MANHOLE STEPS
O-RING GASKET
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS
BASE 6" OR 8"
PER SECTION
3"#4 BAR @ 12" o.c.
EACH WAY
(STEEL MESH
AREA = 0.12 SQ.
IN./SQ. FT.)
STORM MANHOLE TYPE "C" DETAIL
1/2" = 1'-0"
24" DIA.
SEE STRUCTURE DATA
TABLE FOR PIPE SIZE
AND INVERT ELEV.
NOTES:
1. MANHOLE CONFORMS TO ASTM C478, JOINTS CONFORM TO ASTM C443.
2. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE
DRAINS TO WATERWAYS".
3. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.VARIES16" MIN.12" TO 15""A"
PIPE SIZE
24" X 24"
STRUCTURE SIZING CHART
"F" 30" X 30"
"M" 24" X 36"
1" = 1'-0"
STORM INLET DETAIL
INSIDE
DIMENSIONS
INLET
TYPE
8"6"
CLASS "A" PRECAST REINFORCED
CONCRETE BOX
SEE STRUCTURE DATA
TABLE FOR PIPE SIZE
AND INVERT ELEV.
INSIDE DIMENSION
* SEE SIZING CHART ABOVE
SEE STRUCTURE DATA TABLE FOR
CASTING TYPE AND ELEVATION
BASE SET ON 6" OF
#8 OR #2 STONE
COMPACTED
SUBGRADEINSIDE DIMENSION* SEE SIZING CHART ABOVEMAX. NUMBER OF
SIDES OF THE
INLET WITH PIPES
3
18" TO 24"
315" TO 18"
3
NOTES:
1. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE
DRAINS TO WATERWAYS".
2. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.
FOR PIPE LOCATED IN AND
WITHIN 5' OF PAVED AREAS
FOR PIPE LOCATED
IN GRASSED AREAS
STORM SEWER (PVC & HDPE) TRENCH DETAIL
NO SCALE
NOTES:
1. ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MIN. 9" CLEARANCE EACH SIDE
OR PIPE FOR 42" DIA. AND LESS.
Bc MIN.4"12"MIN. 1.25 O.D.+12"
MIN. 6" TOPSOIL
OUTSIDE PAVEMENT LIMITS
PAVEMENT SECTION
REGULAR BACKFILL -
GREATER THAN 5' FROM
EDGE OF PAVEMENT
COMPACTED 90%
REGULAR BACKFILL-
GREATER THAN 5' FROM
EDGE OF PAVEMENT
COMPACTED TO 90%
#8 CRUSHED STONE OR
EQUIVALENT CLASS 1
MATERIAL HAND TAMPED
OR WALKED INTO PLACE
"B" BORROW (INDOT SPEC.) OR
EQUIVALENT GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY
20 L.F. (MIN,)20 L.F. (MIN,) 20 L.F. (MIN,) 20 L.F. (MIN,)20 L.F. (MIN,)20 L.F. (MIN,) 20 L.F. (MIN,)2
0
L
.
F
.
(M
I
N
,
)2'-0"VARIES4" DIA. PERF.
PVC SDR-35 PIPE
1'-0" 4"NON WOVEN
FILTER CLOTH
#8 WASHED
AGGREGATE
COMPACTED AGGREGATE BASE
PAVEMENT
CURB INLET
NOTES:
1. TAP STRUCTURES IN PAVEMENT AS SHOWN
OR AS DIRECTED ON THE PLAN SHEET
2. ADJUST UNDERDRAIN AS REQUIRED TO
AVOID SEWER LINES AND OTHER UTILITIES.
3. GROUT SOLID THE CONNECTION TO STORM
STRUCTURE
PAVEMENT UNDERDRAIN DETAIL
NONE
STORM SEWER / WATER LINE CROSSING DETAIL
NONE1/6 Bc3"
4"
6"
LEGEND
MATERIAL BELOW PIPE
d = DEPTH OF BEDDING
D = INSIDE DIAMETER
Bc = OUTSIDE DIAMETER
30" TO 60"
27" & SMALLER
66" & LARGER
D (d) MIN.
3/4" = 1'-0"
DEPTH OF BEDDING
MATERIAL BELOW PIPE
NOTES:
1. ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MIN. 9" CLEARANCE EACH SIDE
OR PIPE FOR 42" DIA. AND LESS.
REGULAR BACKFILL -
GREATER THAN 5' FROM EDGE
OF PAVEMENT COMPACTED 90%
MIN. 1.25 O.D.+12"
FOR PIPE LOCATED IN AND
WITHIN 5' OF PAVED AREAS
FOR PIPE LOCATED
IN GRASSED AREAS
Bc
MIN. 6" TOPSOIL
IN NON-PAVED AREAS
PAVEMENT SECTION
"B" BORROW (INDOT SPEC.) OR
EQUIVALENET GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY
"B" BORROW (INDOT SPEC.) OR
EQUIVALENET GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY d STORM SEWER (RCP) TRENCH DETAIL
SLOPE
MIN.
NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARD
BOXES OR EXTENDED FLUSH WITH THE PAVING. CO VER SHOULD BE
THREADED TYPE, WATER TIGHT AND CAPPED.
1/2" = 1'-0"
CLEANOUT DETAILVARIESFINISH GRADE
STORM OR SANITARY SEWER
(SIZE SHOWN ON PLANS)
SAME SIZE AS MAIN LINE
(MAX. 8" REQUIRED ON STORM SEWERS)
1'-0" 1'-0"
MIN.6"1/2"HEAVY DUTY CLEANOUT
CASTING - JAY R. SMITH 4253
SERIES OR EQUAL
CONCRETE COLLAR
(CONCRETE SHALL NOT
BE IN CONTACT w/ PIPE)
30"
72"
60"
102"
108"
96"
6"
7"
9"
9"
SEE SCHEDULE
FOR CASTING TYPE
AND ELEVATIONFINISH
GRADE
STORM MANHOLE TYPE "J - N" DETAIL
1/2" = 1'-0"
24" DIA.
PRECAST CONCRETE
ADJUSTING RING
4" MIN. - 12" MAX.
SEE DETAIL
PLASTIC ENCAPSULATED
STEEL MANHOLE STEPS
48" DIA.
STANDARD PRECAST
MANHOLE CAP OR CONE
3" MIN.6'-0" MIN. 9"8"MIN.3" MIN.16"TYP.5" 5"
CONCRETE REDUCER CAP
1/2" PER FOOT SLOPE
BASE SET ON 6" OF
#8 OR #2 STONE
COMPACTED
SUBGRADE
DIA. "F"
"H" "H"1'-0" MIN. OVER
HIGHEST PIPE
DIA. "
G"
ONE COMPLETE UNIT OF PRECAST
CONC. MANHOLE BASE AND RISER.
SEPARATE BASE IS OPTIONAL
NOTES:
MANHOLE CONFORMS TO ASTM C478.
JOINTS CONFORM TO ASTM C443.
NO BRICK OR BLOCK WILL BE
ALLOWED IN MANHOLE.
MANHOLE
TYPE
"J"
"K"
"L"
"M"
"N"
MANHOLE
DIA "F"
MAX. PIPE SIZE
@ 90° - DIA "G"
"H" - WALL
THICKNESS
36"
48"
60"
72"9"
MAX. PIPE SIZE
MAINLINE - DIA "G"
36"
48"
54"
72"
84"
SU2.1
UTILITY DETAILS
CONSULTANT
PROJECT NUMBER: 220114.00
CARMEL CLAY SCHOOLS
PROJECT ISSUE DATE: 12.15.2020
DRAWN BY: HHW
REV.
NO. DESCRIPTION DATE
TAC SUBMITTAL
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
520 E MAIN STREET
CARMEL, IN 46032
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
07/02/21
TBM#1 = 856.00
E MAIN STREET
LOT 1
LOT 48
PROPOSED BUILDING ADDITION
18,240 SFT.
FINISH FLOOR ELEV. = 851.55 (EAST)
FINISH FLOOR ELEV. = 852.89 (WEST)
FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKINGSANSAN SANFFE: 851.55
FFE: 852.89
FFE: 851.55
FFE: 851.55
FFE: 851.55
SEE ENLARGEMENT 1
ON SHEET G3.3
SEE ENLARGEMENT 2
ON SHEET G3.3
SEE ENLARGEMENT 3
ON SHEET G3.3
ST-202
RIM = 851.41
ST-204
RIM = 850.69
ST-206
RIM = 850.51
ST-201
RIM = 851.41
ST-209
RIM = 849.82
ST-208
RIM = 850.60
ST-207
RIM = 850.52
ST-203
RIM = 850.42
ST-205
RIM = 850.23
852.20
TC 851.88
BC 851.38
TC 852.08
BC 851.58
TC 852.12
BC 851.62
TC 851.53
BC 851.03
MEG 850.97
MEG 850.71
MEG 850.61 MEG 851.03 MEG 850.58 MEG 850.73
MEG 851.58 MEG 851.36 MEG 851.22 MEG 851.66 MEG 851.19 MEG 851.32
TC 852.08
BC 851.58
TC 851.79
BC 851.29
TC 851.42
BC 850.92
TC 851.42
BC 850.92
TC 851.63
BC 851.13
TC 851.42
BC 850.92
TC 851.30
BC 850.80
TC 851.43
BC 850.93 TC 851.35
BC 850.85
TC 851.17
BC 850.67
852.15 851.86 851.50 851.50 851.50 851.70 851.50
851.37 851.50 851.43
MEG 851.60 MEG 852.09
MEG 851.03
TC 851.86
BC 851.36
852.43
852.89
MEG 852.29
BC 851.26
BC 851.31
BC 851.46
BC 851.51
MEG 850.68
MEG 850.52 MEG 850.52
BC 850.34
BC 850.61
BC 850.54
BC 850.40
BC 850.12
BC 849.53
BC 849.16
MEG 850.51
BC 850.06
BC 850.06
MEG 850.86
MEG 851.11
MEG 850.80
MEG 850.44
MEG 849.98
MEG 849.66
BC 850.79
851.43
TC 851.29
BC 850.79
TC 851.33
BC 850.83
TC 851.42
BC 850.92
TC 851.47
BC 850.97
TC 851.42
BC 850.92
TC 851.42
BC 850.92
851.43
851.50
851.50
851.55
851.50
851.50
851.55
TC 851.12
BC 850.62
MEG 850.58
BC 850.40
MEG 850.99
MEG 850.21
MEG 849.20MEG 849.70 MEG 850.12
851.40851.45
851.45
851.35
851.20
850.30
850.70
851.32
851.37
851.53
TC 851.41
BC 850.91
BC 850.65
TC 850.65
MEG 850.67
MEG 850.66
MEG 851.41
MEG 851.40
MEG 851.60
MEG 851.59
MEG 851.31
MEG 853.80
MEG 853.81
MEG 853.43
MEG 851.08
MEG 850.92
MEG 850.43
BC 850.85
MEG 851.37
MEG 851.43
MEG 851.01
MEG 851.07
MEG 850.99
MEG 850.85
MEG 850.80
MEG 850.30
BC 850.15
MEG 850.92
MEG 850.29
MEG 851.25
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
1
1
1 1 1 1
1
1
2
2
2
2
BENCHMARKS:
20 600 20 40
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. SEE TOPOGRAPHIC SURVEY FOR BENCHMARK INFORMATION.
GENERAL NOTES
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
G2.3
GRADING PLAN
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
PROPOSED SURFACE DRAINAGE FLOW ARROW
FLOOD ROUTING PATH
MEG
TC
BC
TC
BC
750.65
PROPOSED DRAINAGE SUMMARY
PROJECT AREA 10 YEAR RUNOFF 100 YEAR RUNOFF
0.98 ACRES 4.61 CFS 6.88 CFS
100 YEAR INLET CASTING CAPACITY ELEVATION TABLE
STRUCTURE
NUMBER
100 YEAR ELEVATION
(INLET 50% CLOGGED)
203 R-3010
NEENAH INLET
CASTING TYPE
850.42
TOP OF CASTING
ELEVATION
850.65
205 R-3010 850.23 850.43
ALL OF THE 100 YEAR ELEVATIONS SHOWN IN THIS TABLE ARE
BELOW THE ADJACENT TOP OF CURB ELEVATIONS AND
BELOW THE FINISH FLOOR ELEVATION.
ADDITIONAL DETENTION WAS PROVIDED BY THE PREVIOUSLY SUBMITTED
CARMEL HIGH SCHOOL PARKING LOT PROJECT (PZ-2020-00170 TAC). AN
ADDITIONAL 0.12 ACRES OF IMPERVIOUS AREA WAS ADDED TO THE
PREVIOUSLY APPROVED HYDROCAD MODEL TO ACCOUNT FOR THIS AND
OTHER FUTURE UPCOMING PROJECTS. THIS PROJECT IS ADDING 0.08 ACRES.
INDICATES APPROXIMATE LIMITS OF 100 YEAR
ELEVATION OF INLET 50% CLOGGED
GRADING KEYNOTES
1. FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE SOUTH SIDE OF THE
PROJECT WHEN 100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS FROM MAIN
STREET RIGHT OF WAY ONTO THE PROJECT SITE THEN TRAVELS IN A EASTERLY
DIRECTION OVER TWO EXISTING INLETS THAT WILL REMAIN IN PLACE THEN
CONTINUES EASTERLY TO WEST SIDE OF EXISTING DRIVE ENTRANCE THEN
TRAVELS SOUTH AND THEN WEST TO A EXISTING CURB INLET LOCATED ON THE
NORTH SIDE OF MAIN STREET.
2. FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE EAST SIDE OF THE
PROJECT WHEN 100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS FROM THE EAST
SIDE DRIVE AND THEN TRAVELS IN A NORTHERLY DIRECTION OVER MULTIPLE
EXISTING CURB INLETS LOCATED ON THE EAST SIDE OF THE DRIVE.
EVENTUALLY GRADE LEVELS OUT ON THE EAST DRIVE NEAR THE NORTHEAST
CORNER OF THE HIGH SCHOOL BUILDING AND IF PONDING DEPTH EXCEEDS SIX
INCHES FLOOD ROUTING PATH WILL OVERTOP CURB AND TRAVEL EAST TO A
EXISTING SWALE AND THEN TRAVEL NORTH IN THE SWALE TO COOL CREEK.
100 YEAR INLET CASTING CAPACITY ELEVATION TABLE
STRUCTURE
NUMBER
100 YEAR ELEVATION
(INLET CLOGGED)
203 R-3010
NEENAH INLET
CASTING TYPE
850.42
TOP OF CASTING
ELEVATION
205 R-3010 850.23
INDICATES APPROXIMATE LIMITS OF 100 YEAR
ELEVATION OF INLET 100% CLOGGED
100%
851.03
850.61
B TAC RESPONSE 06/08/2021
MLAG = 853.03' , MFPG = 852.03'
07/02/21
GENERAL
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL FEDERAL,
STATE, COUNTY, CITY, AND LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED
UNLESS OTHERWISE NOTED. THIS SHALL INCLUDE ALL SUBMITTALS AS
REQUIRED INCLUDING STORMWATER RUNOFF CONTROL (RULE 5). THE
CONTRACTOR IS RESPONSIBLE FOR PAYING FOR ALL REQUIRED PERMITS BY
ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED BY THE
CONTRACT OR SPECIFICATIONS.
3. CONTRACTOR SHALL VERIFY DATE OF PLANS WITH ENGINEER PRIOR TO
CONSTRUCTION TO ENSURE USE OF CURRENT PLANS.
4. ALL QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY THE
BIDDING CONTRACTORS.
5. PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROM
DISTURBANCE DURING CONSTRUCTION.
SITE LAYOUT
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM
THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
2. DIMENSIONS SHOWN ARE TO FACE OF CURB AND TO FACE OF BUILDING UNLESS
NOTED OTHERWISE.
3. RADII NOT DIMENSIONED ARE TO BE 5'.
4. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE
ELEVATIONS.
5. REFER TO APPROPRIATE SITE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
6. TAPER CURB HEIGHT TO 1" IN FINAL 2' OF ALL CURB ENDINGS OR AS NOTED ON
PLANS.
7. EXACT LOCATION OF SIGNS TO BE COORDINATED WITH OWNER AND APPROVED
PRIOR TO INSTALLATION.
8. SITE BOUNDARY, TOPOGRAPHY, UTILITY, STRUCTURES AND ROAD INFORMATION
TAKEN FROM A SURVEY PREPARED BY CEC, DATED AUGUST 3, 2020, AND IS
INCLUDED ON SHEETS SV-1 THRU SV-4.
GRADING AND EARTHWORK
1. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS,
CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA.
EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLE
INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH
THE APPLICABLE UTILITY COMPANY) IS THE RESPONSIBILITY OF THE
CONTRACTOR.
2. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
3. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER
FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,
UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTH MOVING
OPERATIONS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL
CONDITIONS PRIOR TO BIDDING.
5. CONTRACTOR SHALL VERIFY WITH OWNER EXACT LOCATION AND DEPTH OF ALL
PRIVATE/OWNER INSTALLED UTILITIES PRIOR TO CONSTRUCTION.
6. DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN A
MANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE AS REQUIRED.
7. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY
COVER REQUIREMENTS BY UTILITY CONTRACTOR AND/OR UTILITY COMPANIES SO
AS NOT TO CAUSE DAMAGE.
8. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE.
ALL VERIFICATIONS (LOCATIONS, SIZE AND DEPTH) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND
OBSERVE DURING CONSTRUCTION.
9. EXCAVATE TO SUBGRADE ELEVATIONS REGARDLESS OF THE CHARACTER OF
SURFACE AND SUBSURFACE CONDITIONS ENCOUNTERED. UNCLASSIFIED
EXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL MATERIALS, AND
OBSTRUCTIONS.
10. PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS,
FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING THE PROJECT
SITE AND SURROUNDING AREA. REROUTE SURFACE WATER RUNOFF AWAY FROM
EXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS.
DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES.
11. STOCKPILE BULK MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUT
INTERMIXING WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACE
WATER. COVER TO PREVENT WINDBLOWN DUST AND EROSION BY WATER. DO
NOT STORE WITHIN DRIP LINE OF TREES THAT WILL REMAIN.
12. CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THE
UTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITY
COMPANIES.
13. THE CONTRACTOR SHALL PROVIDE AT LEAST 18"' OF COVER OVER ALL STORM
SEWERS, UNLESS OTHERWISE INDICATED BY PLANS.
14. PROVIDE COMPACTED "B" BORROW BACKFILL OVER ALL UTILITIES IN PAVED
AREAS.
15. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND
NEW GRADES.
16. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED
UPON BY PARTIES CONCERNED.
17. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVE
BOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.
18. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"
CONDITIONS.
19. MAXIMUM LAWN SLOPE SHALL BE 4:1.
20. DURING FINISH GRADING, ELIMINATE RILLS AND GULLIES. REMOVE ALL STONES,
RUBBLE, STICKS, WIRE, PLANT MASS AND DEBRIS OVER 1 INCH IN ANY DIMENSION,
AS WELL AS OBVIOUS QUANTITIES OF SMALL STONE.
21. REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERE
COMPLETED OR PARTIALLY COMPLETED SURFACES BECOME ERODED, RUTTED,
SETTLED, OR WHERE COMPACTION IS LOST DUE TO SUBSEQUENT
CONSTRUCTION OPERATIONS OR WEATHER CONDITIONS.
22. ADD ADDITIONAL TOPSOIL AND GRADE AS NECESSARY IN AREAS OF SETTLEMENT
AND EROSION, AND AS REQUIRED TO MEET FINISH GRADE.
DEMOLITION
1. DEMOLITION PERMIT WILL BE PROCURED BY THE SUBCONTRACTOR AND COST
SHALL BE INCLUDED AS PART OF THEIR WORK.
2. DURING DEMOLITION PROCESS, EROSION CONTROL MEASURES SHALL BE
ESTABLISHED. THESE SHALL INCLUDE TREATMENT OF DUST AND POTENTIAL
STORMWATER DISCHARGE. REFER TO EROSION CONTROL DRAWINGS.
3. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS OR
AS REQUIRED BY THE PROJECT. THE MATERIALS REMOVED FROM THE SITE
SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL,
STATE, AND OR LOCAL LAWS AND ORDINANCES.
4. EXISTING ITEMS TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE
CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED,
RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL
DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL
CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY
OR LOCAL REGULATIONS.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY
COMPANIES AND DEPARTMENTS 72 HOURS BEFORE DEMOLITION IS TO START
TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS,
LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY
COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO
A REPRESENTATIVE OF THE UTILITY MAY BE PRESENT DURING THE
EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH
UTILITY COMPANY AND OR AGENT WHO IS RESPONSIBLE TO REMOVE OR
RELOCATE EACH EXISTING UTILITY. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO BEAR THE COST FOR THE REMOVAL, TERMINATION OR
RELOCATION OF UTILITIES IF THE RESPONSIBILITY IS NOT COVERED BY THE
UTILITY COMPANY.
7. LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE
REMOVED OR ABANDONED IN PLACE.
8. REMOVAL OF EXISTING CONCRETE OR OTHER PAVED AREAS INDICATED ON
THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. AREAS TO BE
REMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL
NON-ORGANIC MATTER THAT WOULD INTERFERE WITH THE GROWTH OF TURF
OR PLANT MATERIAL.
9. ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND
AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS
OF ALL EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILITY AND
MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY
OR BY A PRIVATE UNDERGROUND UTILITY LOCATING COMPANY PRIOR TO THE
START OF DEMOLITION ACTIVITIES.
10. SAW CUT THE EDGES OF PAVED AREAS CLEAN, NEAT AND TRUE TO LINE SO NO
UNWANTED CHIPPING OR BREAKING OF EXISTING PAVEMENT TO REMAIN WILL
OCCUR.
11. UNLESS EXISTING FULL-DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION,
NEATLY SAW-CUT ALONG LINE OF EXISTING PAVEMENT TO REMAIN BEFORE
REMOVING ADJACENT EXISTING PAVEMENT. SAW-CUT FACES VERTICALLY.
12. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION TO
ACCUMULATE ON THE JOB SITE FOR MORE THAN 48 HOURS. REMOVE AND
DISPOSE OF IN A LEGAL MANNER.
13. GRIND DOWN STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS TO A
DEPTH OF 18 INCHES BELOW EXPOSED SUBGRADE.
14. FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITH
SATISFACTORY SOIL MATERIAL UNLESS FURTHER EXCAVATION OR
EARTHWORK IS INDICATED.
15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND
REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED,
SPILLED OR WIND BLOWN FROM THIS SITE ONTO OTHER SITES, RIGHT OF
WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS OR
SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY.
THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE
DEMOLITION SCHEDULE. WATER MAY BE USED AS A REDUCER.
16. THE CONTRACTOR SHALL DOCUMENT THE FINAL DISPOSITION OF ALL
MATERIALS REMOVED FROM THE SITE.
17. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THESE DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY
TO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEW
CONSTRUCTION.
1. ALL EROSION CONTROL PLANNING AND IMPLEMENTATION OF PROTECTIVE
MEASURES SHALL BE IN ACCORDANCE WITH THE STANDARDS AND PROCEDURES
OUTLINED IN THE IDEM "INDIANA STORM WATER QUALITY MANUAL".
2. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE AND
REPAIR OF ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
DURING EARTHMOVING OPERATIONS.
3. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK
AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORE
LEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVED
AREAS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL AND LIMIT THE TRACKING
OF SILT AND SEDIMENT OFFSITE. THE CONTRACTOR SHALL BROOM AND COLLECT
TRACKED SILT AND SEDIMENT IMMEDIATELY UPON DISCOVERY THE MATERIAL.
5. DO NOT COMMENCE SITE CLEARING OR EARTH MOVING OPERATIONS UNTIL
TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE.
6. DUST CONTROL IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL INCLUDE
CONSTANT AND REPETITIVE APPLICATION OF WATERING AND STREET SWEEPING.
7. THE CONTRACTOR SHALL TEMPORARILY SEED ALL DISTURBED AREAS PLANNED
FOR A PERIOD OF INACTIVITY EXCEEDING 15 DAYS.
EROSION CONTROL
SITE UTILITIES
1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION, EXISTING DRAWINGS AND PRIVATE UNDERGROUND UTILITY
LOCATING SERVICES. THE ENGINEER MAKES NO GUARANTEES THAT THE
UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN-SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT
THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED
ALTHOUGH THE ENGINEER DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM THE INFORMATION MADE AVAILABLE. THE
ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. AN
UNDERGROUND UTILITY REPORT IS INCLUDED IN THE CONSTRUCTION
DOCUMENTS.
2. CONTRACTOR SHALL VERIFY EXISTING STORM AND SANITARY SEWER
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION
TO ENSURE THAT THE NEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESE
PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER.
3. CONSTRUCTION OF ALL STORM AND SANITARY SEWER LINES AND STRUCTURES
SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES, RULES AND
REGULATIONS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE
CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.
5. EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLE
INFORMATION. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO
LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED
CONSTRUCTION AREA. THE LOCATION AND PROTECTION OF UTILITY
STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION IS
THE RESPONSIBILITY OF THE CONTRACTOR.
6. CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THE
UTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITY
COMPANIES. CONTRACTOR SHALL SLEEVE ALL PIPING AT FOOTINGS AND BELOW
GRADE WALLS. SLEEVES SHALL BE WATER TIGHT. COORDINATE ALL WALL
PENETRATIONS WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING
PLANS.
7. CONTRACTOR SHALL VERIFY WITH OWNER THE EXACT LOCATION AND DEPTH OF
ALL PRIVATE/OWNER-INSTALLED UTILITIES PRIOR TO CONSTRUCTION.
8. CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL PLANS FOR INVERT ELEVATIONS AND EXACT LOCATION OF
DOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES,
ELECTRICAL LINES, TELECOM LINES, TRANSFORMER PADS OR POLES, ETC.
9. SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM.
10. INSTALL PIPING BEGINNING AT LOW POINT, TRUE TO GRADES AND ALIGNMENT
INDICATED WITH UNBROKEN CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPING
FACING UPSTREAM. INSTALL GASKETS, SEALS, SLEEVES, AND COUPLINGS
ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO
MANUFACTURER'S WRITTEN INSTRUCTIONS FOR USE OF LUBRICANTS, CEMENTS,
AND OTHER INSTALLATION REQUIREMENTS.
11. INSTALL MANHOLES FOR CHANGES IN DIRECTION UNLESS FITTINGS ARE
INDICATED. USE FITTINGS FOR BRANCH CONNECTIONS UNLESS DIRECT TAP INTO
EXISTING SEWER IS INDICATED.
12. PVC AND HDPE STORM SEWER PIPE TO BE INSTALLED ONLY AT LOCATIONS
INDICATED AND SHALL NOT BE SUBSTITUTED FOR LOCATIONS WHERE RCP PIPE IS
SPECIFIED.
13. THE CONTRACTOR SHALL PROVIDE AT LEAST 18" OF COVER OVER ALL STORM
SEWERS, UNLESS OTHERWISE INDICATED BY PLANS.
14. WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE
PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL
CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE
DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE (SDR 21)
SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS WITHIN 10' OF THE
WATER LINE. THE WATER LINES SHALL BE INSTALLED ABOVE THE SEWER
WHEREVER POSSIBLE.
15. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATION
DISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED
OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR
PLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS.
16. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVE
BOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.
17. ANY STORM DRAIN, FIELD TILE, OR UTILITY ENCOUNTERED DURING
CONSTRUCTION SHALL BE RELOCATED AND POSITIVE DRAINAGE MAINTAINED
UNLESS OTHERWISE NOTED TO REMAIN. NOTIFY ENGINEER IF ANY DRAINS ARE
ENCOUNTERED.
18. ALL PAVEMENT CUT DUE TO UTILITY INSTALLATION, CONSTRUCTION OF CURBS,
ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE
PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING
SECTION.
LANDSCAPING
1. PRIOR TO CONSTRUCTION, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE
FOR LOCATING ALL UNDERGROUND UTILITIES & SHALL AVOID DAMAGE TO ALL
UTILITIES DURING THE COURSE OF THE WORK. THE LANDSCAPE CONTRACTOR IS
RESPONSIBLE FOR REPAIRING ANY & ALL DAMAGE TO THE UTILITIES, STRUCTURES,
SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE
CONSTRUCTION.
2. LANDSCAPE CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
3. THE PLANT COUNTS INDICATED ON DRAWINGS ARE FOR LANDSCAPE ARCHITECT'S USE
ONLY. LANDSCAPE CONTRACTOR SHALL MAKE THEIR OWN PLANT QUANTITY
TAKEOFFS USING DRAWINGS, SPECIFICATIONS, AND PLANT SCHEDULE REQUIREMENTS
(I.E., SPACING), UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT.
CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE
QUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. PLANT MATERIAL
QUANTITIES SHOWN ON PLAN ARE MINIMUM QUANTITIES. ADDITIONAL MATERIAL MAY
BE NEEDED TO MEET SPACING REQUIREMENTS AND FIELD CONDITIONS. IN CASE OF
DISCREPANCIES BETWEEN PLAN AND PLANT LIST, THE PLAN SHALL DICTATE.
4. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO
BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO
BID DATE IN WRITING.
5. DO NOT DUMP OR STORE BULK MATERIALS NEAR STRUCTURES, UTILITIES, WALKWAYS
AND PAVEMENTS, OR ON EXISTING TURF AREAS OR PLANTS.
6. PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHER
CONDITIONS PERMIT PLANTING TO BE PERFORMED WHEN BENEFICIAL AND OPTIMUM
RESULTS MAY BE OBTAINED.
7. SUSPEND PLANTING OPERATIONS DURING PERIODS OF EXCESSIVE SOIL MOISTURE
UNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS TO ATTAIN THE
REQUIRED RESULTS.
8. UNIFORMLY MOISTEN EXCESSIVELY DRY SOIL THAT IS NOT WORKABLE OR WHICH IS
DUSTY.
9. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREA IN
AN ORDERLY CONDITION.
10. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES,
TREES, SHRUBS, AND PLANTINGS FROM DAMAGE CAUSED BY PLANTING OPERATIONS
AND FROM HYDROSEEDING AND HYDROMULCHING OVERSPRAY. PROMPTLY REPAIR
ANY DAMAGE CAUSED BY PLANTING OPERATIONS.
11. ESTABLISH TREE PROTECTIONS ZONES AS REQUIRED BY SPECIFICATIONS.
12. EARTHWORK CONTRACTOR SHALL INSTALL 12" OF TOPSOIL IN ALL PROPOSED BED
AREAS. CONTRACTOR SHALL COORDINATE QUANTITY AND PLACEMENT OF TOPSOIL.
SUBCONTRACTOR SHALL VERIFY DEPTH OF TOPSOIL PRIOR TO PLANT INSTALLATION.
REFER TO SPECIFICATIONS FOR TOPSOIL TESTING AND PLACEMENT REQUIREMENTS.
REPLACEMENT SOIL SHALL BE COMPRISED OF 1 PART ORIGINAL, 2 PARTS HUMUS, 1
PART COMPOSTED CATTLE MANURE, 1 PART CLEAN COARSE CUT SAND, AND 1 POUND
OF FERTILIZER (12-12-12 NPK BALANCED) PER 10 SQ. FT. - WORKED WELL INTO SOIL.
13. RECONDITION SOIL AND SEED/RE-SEED ALL AREAS DISTURBED BY CONSTRUCTION
ACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE TREATMENT (I.E., ASPHALT
PAVEMENT, CONCRETE SLAB, PLANTING BED ETC.). ALL DISTURBED LAWN AREAS TO
RECEIVE 4" OF TOPSOIL IN ADDITION TO SOIL AMENDMENTS AS PART OF
RECONDITIONING.
14. ALL PLANTS & PLANTING AREAS TO RECEIVE 3" MINIMUM OF SHREDDED HARDWOOD
BARK MULCH (UNLESS OTHERWISE NOTED). MULCH SHALL BE UNIFORM IN TEXTURE
AND COLOR. NO PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
15. ALL DISTURBED AREAS SHALL BE SEEDED PER SPECIFICATIONS.
16. ALL GRASS AND/OR LANDSCAPING DISTURBED BY NEW CONSTRUCTION SHALL BE
RESTORED TO ORIGINAL OR BETTER CONDITION.
MAINTENANCE OF TRAFFIC
1. THE MAINTENANCE OF TRAFFIC (MOT) EFFORTS CONDUCTED BY THE CONTRACTOR
WILL INCLUDE PROVIDING, MANAGING AND MAINTAINING EQUIPMENT AND PERSONNEL
NECESSARY FOR MAINTAINING SAFE TRAFFIC CONDITIONS AT ALL TIMES DURING THE
PROJECT. TRAFFIC MAINTENANCE INCLUDES BOTH PROTECTING THE TRAVELING
PUBLIC APPROACHING THE SITE AND INCORPORATING SAFE AND EFFICIENT
CIRCULATION WITHIN THE CONSTRUCTION AREA.
2. THE CONTRACTOR SHALL FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL
SIGNS AND DEVICES DURING THE HOURS OF CONSTRUCTION OPERATIONS AND AT ALL
OTHER TIMES IN ACCORDANCE WITH LOCAL AND INDOT STANDARDS. IN ADDITION TO
THE LOCAL AND STATE STANDARDS, THE CONTRACTOR SHALL CONSULT THE U.S. DOT,
FHA, AND MUTCD REGULATIONS REGARDING THE TYPE AND PLACEMENT OF TRAFFIC
CONTROL DEVICES.
3. THE CONTRACTOR SHALL PROVIDE ALL DEVICES NECESSARY AND INSTALL
TEMPORARY VEHICLE ROUTES, DETOURS AND RUNAROUNDS TO MAINTAIN THE
OWNER'S ONGOING ACTIVITIES. MODIFICATIONS AND TEMPORARY SHUTDOWNS FOR
THESE TRAFFIC ROUTES SHALL FIRST BE COORDINATED WITH THE OWNER.
4. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR
USED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING
JURISDICTION.
5. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF
REQUIRED BY OWNER OR AUTHORITIES HAVING JURISDICTION.
6. ALL SIDEWALK CLOSURES REQUIRE A SIGNED ALTERNATIVE ROUTE FOR PEDESTRIANS.
7. MAINTAIN FIRE, AMBULANCE AND POLICE VEHICLE ACCESS TO THE BUILDINGS AT ALL
TIMES DURING CONSTRUCTION.
8. ALL REQUIRED COMMUNICATION, PERMITS OR NOTICES NEEDED BY THE LOCAL FIRE,
POLICE AND CITY OFFICES WILL REMAIN THE CONTRACTOR'S RESPONSIBILITY. THE
CONTRACTOR SHALL DETERMINE IF ANY LOCAL ROAD RESTRICTIONS ON WEIGHT OR
OTHERWISE EXISTS BEFORE DIRECTING INCOMING AND OUTGOING CONSTRUCTION
TRAFFIC.
9. SIGNS AND DEVICES SHOWN ON THE MAINTENANCE OF TRAFFIC PLAN REPRESENT THE
MINIMUM STANDARDS. ADDITIONAL SIGNS AND ADJUSTMENTS TO LOCATION MAY BE
REQUIRED TO ADDRESS CHANGING FIELD CONDITIONS.
10. PROMPTLY REMOVE TEMPORARY TRAFFIC CONTROL WHEN SIGNS AND DEVICES NO
LONGER SERVE ANY PURPOSE.
11. TEMPORARY FACILITIES, INCLUDING REROUTING PEDESTRIAN PATHS AROUND THE
WORK SITE ARE THE CONTRACTOR'S RESPONSIBILITY AND WILL BE BASED ON THE
OWNER'S NEEDS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER
REGARDING SITE ACCESS AND PEDESTRIAN MOVEMENT AROUND THE CONSTRUCTION
SITE PRIOR TO PLACING CONSTRUCTION FENCING, GATES AND EQUIPMENT OR
MATERIALS ON SITE.
12. THE LOCATION OF CONSTRUCTION LAYDOWN AREAS MUST FIRST BE APPROVED BY
THE OWNER. LAYDOWN AREAS SHALL BE FENCED AND PROTECTED FROM THE
SURROUNDING PROPERTIES.
13. CONSTRUCTION ONSITE JOB TRAILERS SHALL BE COORDINATED WITH THE OWNER.
FOR TRAILERS WITH PLUMBING, THE UNITS SHALL BE SERVED BY EITHER A PROPERLY
PERMITTED SANITARY SEWER LATERAL OR TEMPORARY WASTE STORAGE REVIEWED
AND APPROVED BY BOTH THE OWNER AND THE LOCAL AUTHORITIES.
GENERAL NOTES
GD0.1
GENERAL NOTES
CONSULTANT
PROJECT NUMBER: 220114.00
CARMEL CLAY SCHOOLS
PROJECT ISSUE DATE: 12.15.2020
DRAWN BY: HHW
REV.
NO. DESCRIPTION DATE
TAC SUBMITTAL
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
520 E MAIN STREET
CARMEL, IN 46032
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
07/02/21
TBM#1 = 856.00
E MAIN STREET
LOT 1
LOT 48
PROPOSED BUILDING ADDITION
18,240 SFT.
FINISH FLOOR ELEV. = 851.55 (EAST)
FINISH FLOOR ELEV. = 852.89 (WEST)
FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING1
2
1
3 3
4
5
2
2
4
6 6 6 6
7
7 7 7 7
77
8
8 1
1
9
6
2
3
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
20 600 20 40
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS
A & B ON SHEET L2.3. WIRE BASKET, BURLAP AND TWINE MUST
BE REMOVED FROM ROOTBALL.
5. WHERE SHREDDED HARDWOOD MULCH LANDSCAPE BEDS
ABUT LAWN INSTALL TRENCH BED EDGE PER DETAIL C/L2.3.
GENERAL NOTES
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 03/08/2021
DRAWN BY: HHW
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
CONSTRUCTION DOCUMENTS
LANDSCAPE PLAN
L1.3
KEYNOTES
SODDED DISTURBED LAWN AREAS, PER SPECIFICATIONS
4" SHREDDED HARDWOOD MULCH PLANTING BED - PER DETAIL
C/L2.3
INSTALL SHADE TREES IN LOCATIONS OF MISSING TREES (5 TREES,
2.5" CAL. QUERCUS RUBRA - RED OAK) - PER DETAIL A/L2.3
INSTALL SHRUBS IN LOCATIONS OF MISSING SHRUBS (APPROX. 15
SHRUBS, MATCH EXISTING SHRUBS) - PER DEATIL B/L2.3
4" SHREDDED HARDWOOD MULCH LANDSCAPE BED WITH APPROX.
19 SHRUBS (MATCH EXISTING SHRUBS) - PER DETAIL B & C/L2.3
PROTECT EXISTING TREE PER DETAIL D/L2.3
PROTECT EXISTING SHRUBS TO REMAIN
PROTECT EXISTING GROUNDCOVER TO REMAIN, IF DISTURBED FILL
IN WITH GROUNDCOVER TO MATCH EXISTING
4" SHREDDED HARDWOOD MULCH LANDSCAPE BED WITH
GROUNDCOVER - 275 VINCA MINOR BOWLES (BOWLES MYRTLE) 1
GAL. CONTAINER - PER DETAIL E/L2.3
PROPOSED LANDSCAPE LEGEND
EXISTING SHADE TREE TO REMAIN
PROPOSED 2 1/2" CAL. DECIDUOUS TREE
EXISTING SHRUB TO REMAIN
PROPOSED SHRUB (3 GAL. CONT./24" HT. B&B)
SODDED LAWN
EXISTING GROUNDCOVER
PROPOSED GROUNDCOVER
07/02/21
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
L2.3
LANDSCAPE DETAILS
NOTES:
1. TRENCH EDGE SHALL CREATE A CLEAN SEPARATION BETWEEN
MULCHED PLANTING BEDS & LAWN AREAS. THE EDGE SHALL
CREATE A SMOOTH AND EVEN LINE AS SHOWN ON PLANS.
2. PLACE SOIL FROM TRENCH EDGE WITHIN BED.
3. TRENCH BED EDGE SHALL BE USED AT THE EDGES OF ALL MULCHED
PLANTING BEDS THAT ABUT LAWN AREAS FOR CONTAINMENT.
VERTICAL EDGE
4" SHREDDED HARDWOOD
MULCH
FINISH GRADE OF
PLANTING BED
MULCHED PLANTING BEDLAWN AREA
3"4"KEEP OUT
TREE
PROTECTION
ZONE
NOTES:
1. FENCE AROUND TREES AS SHOWN ABOVE TO KEEP EQUIPMENT OFF THE ROOT AREA.
2. WHEN REQUIRED TO CROSS THE PROTECTION-ZONE CUSHION THE AREA WITHIN THE
TREE PROTECTION ZONE WITH 6 INCHES OF WOOD CHIPS OR HARDWOOD MULCH.
3. CREATE TRAFFIC PATTERNS SUCH AS TO KEEP SOIL COMPACTION TO A MINIMUM
ADJACENT TO THE TREE PROTECTION ZONE.
4. STORE SUPPLIES AND EQUIPMENT AWAY FROM TREES.
5. DESIGNATE SITES WELL AWAY FROM TREES FOR WASHING OUT CONCRETE TRUCKS.
REFER TO EROSION CONTROL PLANS FOR LOCATION OF CONCRETE WASHOUT AREAS.
6. INSTALL ONE ACCESS GATE PER TREE PROTECTION ZONE.
7. MAINTAIN TREE PROTECTION ZONES FREE OF WEEDS AND TRASH.
TREE DRIP LINE
EXISTING TREE
DRIP LINE
FENCE LOCATION
(1-1/2 TIMES DIA.
OF DRIPLINE)
ORANGE SAFETY FENCE
OR EQUIVALENT
STEEL T-POSTINSTALL SIGN ±20' O.C.,
MINIMUM OF 4 SIGNS,
EACH SIGN FACING A
DIFFERENT DIRECTION
FENCE LOCATION
1 1/2 TIMES DIAMETER OF TREE DRIP LINE
8'-0"4'-0"2'-0" PLAN
1-1/2 X
DRIP
LI
N
E
DRI P
LI NE
TREE PROTECTION - DETAIL D
NO SCALE
CONSULTANT
PROJECT NUMBER: 220114.00
CARMEL CLAY SCHOOLS
PROJECT ISSUE DATE: 12.15.2020
DRAWN BY: HHW
REV.
NO. DESCRIPTION DATE
TAC SUBMITTAL
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
520 E MAIN STREET
CARMEL, IN 46032
CARMEL TAC REVIEW 01/13/2021A
19700317
No.
NOTES:
1. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
2. IMMEDIATELY SOAK WITH WATER.
3. DO NOT USE PLANTS WITH BROKEN OR CRACKED ROOTBALL.
4. PERENNIALS OF THE SAME SPECIES SHALL BE MATCHED IN GROWTH CHARACTER AND UNIFORMITY.
5. IF HEAVY CLAY OR A RESTRICTIVE HARD PAN IS ENCOUNTERED AUGER 6" DIAMETER DRAINAGE
HOLES,2'-0"APART, INTO FREE-DRAINING STRATA OR TO A DEPTH OF 3' WHICHEVER IS LESS TO
PROVIDE FOR GOOD DRAINAGE.
4" SHREDDED HARDWOOD MULCH
UNDISTURBED SUBGRADE
PLAN
REMOVE CONTAINER & DISPOSE OF OFF SITE
PERENNIAL
PERENNIALS SHALL BE PLANTED USING A
TRIANGULAR PLANTING SCHEME. REFER
TO THE PLANTING SCHEDULE FOR THE
ON-CENTER PLANTING DIMENSION.
EQUAL EQUALPERENNIAL PLANTING - DETAIL E
3/4" = 1'-0"
ROTOTILL OR BREAK UP TO 8" DEPTH, SPREAD
2" LAYER OF COMPOST, ROTOTILL COMPOST
INTO TOP 8" OF BED
07/02/21
HARROWGATE ADDI TI ONP.B. 2, PG. 203-205
LOT 1
LOT 48
LOT 49
LOT 50
LOT 51
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 5
PARCEL 7PARCEL 8
ADJOINER
ADJOINER
LEGEND:
SITE
FLOOD NOTE:
E MAI N STREET
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 34 5 6 7 12
A
B
C
D
E
F
G
H FANNING HOWEY ASSOCIATES, INC.CARMEL HIGH SCHOOL502 E. MAIN STREETCARMEL, INDIANA DESCRIPTIONDATE NO REVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:PARTIAL RETRACEMENT BOUNDARY SURVEY303-1031"=50' AUGUST 3, 2020 TJTABSABS1 4
SV-1
NORTH 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comVICINITY MAP
PARCEL 1
PARCEL 2
PARCEL 3
PARCEL 4
PARCEL 5
PARCEL 6
PARCEL 7
PARCEL 8
MATCH LINE SEE SHEET SV-2 MATCH LINE SEE SHEET SV-2
NORTHWEST QUARTER SECTION 30
E 136TH STREET
MAIN STREETRANGELINE ROADSURVEYOR'S REPORT
Reference Surveys and Plats
Reference Monuments
Record Descriptions
Evidence of Occupation
SURVEYED PARCEL CARMELWOOD SUBDIVI SI OND.R. 136, PG. 365- 36607/02/21
ADJOINER
ADJOINER
ADJOINER
ADJOINER HARROWGATE ADDITIONP.B. 2, PG. 203-205
LOT 59
LOT 60
LOT 61
LOT 62
ADJOINERCARMELWOOD SUBDIVISIOND.R. 136, PG. 365-366LOT 6
LOT 7
ADJOINER
ADJOINER
ADJOINER
PARCEL 1 PARCEL 2
PARCEL 3
PARCEL 4 ADJOINER PARCEL 5
PARCEL 7
PARCEL 8
PARCEL 6
LEGEND:
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 34 5 6 7 12
A
B
C
D
E
F
G
H FANNING HOWEY ASSOCIATES, INC.CARMEL HIGH SCHOOL502 E. MAIN STREETCARMEL, INDIANA DESCRIPTIONDATE NO REVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:PARTIAL RETRACEMENT BOUNDARY SURVEY303-1031"=50' AUGUST 3, 2020 TJTABSABS2 4
SV-2
NORTH 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSMOKEY ROW ROAD / E 136TH STREET
COOL CRE
E
K
MATCH LINE SEE SHEET SV-1 MATCH LINE SEE SHEET SV-1
07/02/21
TBM#4 = 810.78
MATCH LINE SEE SHEET SV-3
MATCH LINE SEE SHEET SV-4
BENCHMARKS:
UTILITY NOTE:
LEGEND:
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 34 5 6 7 12
A
B
C
D
E
F
G
H FANNING HOWEY ASSOCIATES, INC.CARMEL HIGH SCHOOL502 E. MAIN STREETCARMEL, INDIANA DESCRIPTIONDATENO REVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY303-1031"=30' AUGUST 3, 2020 TJTABSABS3 4
SV-3
NORTH
530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com07/02/21
TBM#1 = 856.00
E MAIN STREET
SMOKEY ROW ROAD / E 136TH STREET
TBM#2 = 834.95
MATCH LINE SEE SHEET SV-3
MATCH LINE SEE SHEET SV-4
BENCHMARKS:
UTILITY NOTE:
LEGEND:
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 34 5 6 7 12
A
B
C
D
E
F
G
H FANNING HOWEY ASSOCIATES, INC.CARMEL HIGH SCHOOL502 E. MAIN STREETCARMEL, INDIANA DESCRIPTIONDATENO REVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY303-1031"=30' AUGUST 3, 2020 TJTABSABS4 4
SV-4
NORTH
530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com07/02/21