HomeMy WebLinkAboutCHS Stadium Buildings Full SetE. MAIN STREET KEYSTONE PARKWAYRANGELINE ROADE. 136th STREET
PROJECT SITE
PROJECT SITE
FANNING HOWEY
ASSOCIATES INC.
OWNERARCHITECT
THE SKILLMAN CORPORATION
CONSTRUCTION MANAGER
TLF ENGINEERS
SITE/CIVIL ENGINEER
CARMEL CLAY
SCHOOLS
COVER SHEET
REGULATORY REVIEW
CONSTRUCTION DOCUMENTS
CARMEL HIGH SCHOOL
GREYHOUND ACTIVITY CENTER &
SOUTH SUPPORT BUILDING
2450 E. SMOKY ROW ROAD
CARMEL, INDIANA 46032
LAKEPORTERLAPORTEST. JOSEPHELKHARTLAGRANGESTEUBENDEKALBNOBLEKOSCIUSKOMARSHALLSTARKEJASPERNEWTONPULASKIFULTONWHITLEYALLENADAMSWELLSHUNTINGTONWABASH MIAMICASSWHITEBENTONCARROLTIPPECANOE WARRENHOWARDGRANTBLACKFORD
JAYRANDOLPHDELAWAREMADISON TIPTONCLINTONBOONE HAMILTONHANCOCKHENRYWAYNE
U NI O NFAYETTERUSHMONTGOMERYFOUNTAIN PARKE VERMILLIONVIGOCLAY PUTNAMMORGANHENDRICKSMARIONJOHNSONSHELBYFRANKLIN
DECATURBARTHOLOMEWBROWNMONROEOWEN
GREENESULLIVAN DEARBORNRIPLEYJENNINGS LAWRENCEMARTINORANGE WASHINGTONSCOTTJEFFERSON
SW ITZ ERL AND
OHIO
CLARKFLOYDHARRISONCRAWFORDPERRY DUBOIS DAVIESS KNOX PIKE GIBSON SPENCERWARRICK POSEY JACKSONVANDER - BURGH
STATE OF INDIANA
SITE LOCATION
VICINITY MAP LOCATION MAP
CIVIL SHEET INDEX
CS COVER SHEET
GD0.1 GENERAL NOTES AND LEGEND
GD0.2 MASTER PARKING PLAN
SV-1 TOPOGRAPHIC SURVEY
GD1.0 OVERALL SITE DEMOLITION PLAN
GD1.1 SITE DEMOLITION PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)
GD1.3 SITE DEMOLITION PLAN - NORTH (GAC PHASE)
GD1.4 SITE DEMOLITION PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)
GD1.5 SITE DEMOLITION PLAN - NORTHEAST (GAC PHASE)
GD1.6 SITE DEMOLITION PLAN - WEST (SOUTH SUPPORT BUILDING PHASE)
G1.0 OVERALL SITE PLAN
G1.1 SITE PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)
G1.3 SITE PLAN - NORTH (GAC PHASE)
G1.4 SITE PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)
G1.5 SITE PLAN - NORTHEAST (GAC PHASE)
G1.6 SITE PLAN - WEST (SOUTH SUPPORT BUILDING PHASE)
G2.0 OVERALL GRADING PLAN
G2.1 GRADING PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)
G2.3 GRADING PLAN - NORTH (GAC PHASE)
G2.4 GRADING PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)
G2.5 GRADING PLAN - NORTHEAST (GAC PHASE)
G3.0 OVERALL EROSION CONTROL PLAN
G3.1 EROSION CONTROL PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)
G3.3 EROSION CONTROL PLAN - NORTH (GAC PHASE)
G3.4 EROSION CONTROL PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)
G3.5 EROSION CONTROL PLAN - NORTHEAST (GAC PHASE)
G3.6 STORMWATER POLLUTION PREVENTION PLAN
G3.7 EROSION CONTROL DETAILS (GAC PHASE)
G3.71 EROSION CONTROL DETAILS (SOUTH SUPPORT BUILDING PHASE)
G3.8 EROSION CONTROL PLAN - WEST (SOUTH SUPPORT BUILDING PHASE)
REV.
NO. DESCRIPTION DATE
3901 W 86TH ST., SUITE 200
INDIANAPOLIS, IN 46268
CONTACT: PETE RANKOVICH, P.E.
PHONE: (317) 334-1500
EMAIL: prankovich@tlf-engineers.com
3834 S. EMERSON AVE., BLDG A
INDIANAPOLIS, IN 46203
CONTACT: TYLER BARKER
PHONE: (317) 474-2288
EMAIL: tbarker@skillman.com
5185 E. MAIN ST.
CARMEL, INDIANA 46033
CONTACT: TODD FENOGLIO
PHONE: (317) 844-8207
EMAIL: tfenogli@ccs.k12.in.us
350 EAST NEW YORK STREET, SUITE 300
INDIANAPOLIS, INDIANA 46204
CONTACT: WILLIAM E. PAYNE, AIA, LEED AP
PHONE: (317) 848-0966, 10307
EMAIL: wpayne@fhai.com
PROJECT NUMBER: 220136.00 & 222063.00
PROJECT ISSUE DATE: 01.18.2023
DRAWN BY: ARS
PROJECT INFORMATION
G4.1 SITE DETAILS (GAC PHASE)
G4.2 SITE DETAILS (GAC PHASE)
G4.3 SITE DETAILS (GAC PHASE)
G4.4 SITE DETAILS (GAC PHASE)
G4.11 SITE DETAILS (SOUTH SUPPORT BUILDING PHASE)
G4.12 SITE DETAILS (SOUTH SUPPORT BUILDING PHASE)
G5.1 SOUTH BUILDING ENLARGEMENT (SOUTH SUPPORT BUILDING PHASE)
G5.2 GAC FRONT ENTRANCE ENLARGEMENT (GAC PHASE)
G5.3 ADA ROUTE ENLARGEMENT (SOUTH SUPPORT BUILDING PHASE)
SU1.0 OVERALL UTILITY PLAN
SU1.1 UTILITY PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)
SU1.3 UTILITY PLAN - NORTH (GAC PHASE)
SU1.4 UTILITY PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)
SU1.5 UTILITY PLAN - NORTHEAST (GAC PHASE)
SU2.1 SITE UTILITY DETAILS (GAC PHASE)
SU2.2 SITE UTILITY DETAILS (GAC PHASE)
SU2.3 SITE UTILITY DETAILS (GAC PHASE)
SU2.4 SITE UTILITY DETAILS (GAC PHASE)
SU2.11 SITE UTILITY DETAILS (SOUTH SUPPORT BUILDING PHASE)
SU2.21 SITE UTILITY DETAILS (SOUTH SUPPORT BUILDING PHASE)
SU2.31 SITE UTILITY DETAILS (SOUTH SUPPORT BUILDING PHASE)
SU2.41 SITE UTILITY DETAILS (SOUTH SUPPORT BUILDING PHASE)
SU3.1 STORM SEWER PLAN AND PROFILES (GAC PHASE)
SU3.2 STORM SEWER PLAN AND PROFILES (GAC PHASE)
SU3.3 STORM SEWER PLAN AND PROFILES (GAC PHASE)
SU3.11 STORM SEWER PLAN AND PROFILES (SOUTH SUPPORT BUILDING PHASE)
SU3.21 STORM SEWER PLAN AND PROFILES (SOUTH SUPPORT BUILDING PHASE)
L1.0 OVERALL LANDSCAPE PLAN
L1.1 LANDSCAPE PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)
L1.3 LANDSCAPE PLAN - NORTH (GAC PHASE)
L1.4 LANDSCAPE PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)
L1.5 LANDSCAPE PLAN - NORTHEAST (GAC PHASE)
L2.0 LANDSCAPE DETAILS (GAC PHASE)
L2.11 LANDSCAPE DETAILS (SOUTH SUPPORT BUILDING PHASE)
REGULATORY REVIEW 1-18-20231
ARCHITECTURAL SHEET INDEX
A1.01 FIRST FLOOR OVERALL PLAN (GAC PHASE)
A3.03 BUILDING ELEVATIONS (GAC PHASE)
A1.01 FIRST FLOOR OVERALL ARCHITECTURAL PLANS (SOUTH SUPPORT BUILDING PHASE)
A3.04 BUILDING ELEVATIONS (SOUTH SUPPORT BUILDING PHASE)
ELECTRICAL SHEET INDEX
ESP.1 SITE PHOTOMETRIC PLAN
2 TAC RESPONSE 03-07-2023
HORIZONTAL AND VERTICAL DATUM:
3 TAC RESPONSE 05-06-2023
06/27/23
TBM#1 = 813.74
TBM#2 = 809.81
TBM#3 = 803.80FINAL PLAT OFARDEN TOWNHOMESINSTR. #2007001171LOT
1201
LOT
1202
LOT
1203
LOT
1204
LOT
1205
LOT
1206
LOT
1207
LOT 1301
LOT 1302
LOT 1303
LOT 1304
LOT 1305
LOT 1306
LOT 1401
LOT 1402
LOT 1403
LOT 1404
LOT 1405
LOT 1406
LOT 1701
LOT 1702
LOT 1703
LOT 1704
LOT 401
LOT 402
LOT 403
LOT 404
LOT 405
LOT 301
LOT 302
LOT 303
LOT 304
LOT 305
LOT 201
LOT 202
LOT 203
LOT 204
LOT 205
LOT 101
LOT 102
LOT 103
LOT 104
LOT 105
COMMON AREA "B"COMMON AREA "N"PRIVATE ALLEY
COMMON AREA "L"
COMMON AREA "H"
COMMON AREA "F"
COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEYP ROPE
R
T
Y
LINE
P ROPE
R
T
Y
LI
N
E
P
ROP
E
R
T
Y
LI
N
E
PROPERTY
L
INE
P
ROP
ER
T
Y
LI
N
E
PROPERTY LINE
PROPERTY LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
GD1.0
SITE DEMOLITION PLAN -
OVERALL
80 2400 80 160
SEE DEMOLITION PLAN GD1.4
(SOUTH SUPPORT BUILDING PROJECT)
SEE DEMOLITION PLAN GD1.5
(GREYHOUND ACTIVITY CENTER PROJECT)
SEE DEMOLITION PLAN GD1.3
(GREYHOUND ACTIVITY CENTER PROJECT)
SEE DEMOLITION PLAN GD1.1
(SOUTH SUPPORT BUILDING PROJECT)
SEE DEMOLITION PLAN GD1.6
(NOT IN PROJECT)
SEE DEMOLITION PLAN GD1.2
(NOT IN PROJECT)
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-07-2023
06/27/23
SMOKEY ROW ROAD / E 136TH STREET
TBM#2 = 809.81
6
TYP.6
TYP.6
TYP.6
TYP.
6
TYP.
4
4
4
44
4 4
4
3
5
5
5
5
1 1
7 7
77
5
8
8 82
2 2
2
9
9
5
8 TPTP TP
TP
TP TPTPTPTPTP
TP TPTPTP TP
TP
TP TPTP
TP TP
TPTP TP TPTP TPTPTP TPTP
TP TP
26
8
26
26
3
4
3
5
1
5
1
5
1
28 28
28
28
28
4
3
3
5
5
1
8
10
PROPERTY LINE
5
21
2121
21
28
28
21
30 30
3030
11
11
30
30
10
10
9
9
9
5
1
1
28
12
12 TPTP TPTP
TP TP
26
TP
TP TP SFSFSFSF30 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!
GD1.1
DEMOLITION PLAN - SOUTH
DEMOLITION LEGEND
APPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVAL
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
TP
TP
TP
TREE PROTECTION REQUIRED
APPROXIMATE LIMITS OF CONSTRUCTION
APPROXIMATE LIMITS OF UTILITY LINE REMOVAL
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
SEE SITE DEMOLITION PLAN - SOUTHEAST - GD1.4SEE SITE DEMOLITION PLAN - WEST - GD1.6 (NOT IN PROJECT)SEE SITE DEMOLITION PLAN - CENTER - GD1.2 (NOT IN PROJECT)
LEGEND
DEMOLITION KEYNOTES (SOUTH BLDG)
1. REMOVE ASPHALT PAVEMENT
2. REMOVE LIGHT POLE & LINE, COORDINATE WITH ELECTRICAL SITE DEMO
PLANS
3. REMOVE CONCRETE SIDEWALK
4. REMOVE CONCRETE CURB
5. SAWCUT EXISTING ASPHALT/CONCRETE
6. BLACK OUT EXISTING PAVEMENT MARKING
7. REMOVE CHAIN LINK FENCE, POSTS AND FOUNDATIONS
8. REMOVE TREE & ROOTS TO 1'-6" BELOW GRADE
9. PROTECT FENCE TO REMAIN
10. PROTECT SANITARY STRUCTURE & LINE TO REMAIN
11. REMOVE WATER LINE AS REQUIRED TO INSTALL PROPOSED WATER LINE -
REFER TO SITE UTILITY PLAN
12. REMOVE STORM LINE AND STRUCTURE
21. PROTECT ELECTRIC OUTLET, BOX & LINE TO REMAIN, ADJUST BOXES AND
OUTLETS TO PROPOSED FINISHED GRADE AS NECESSARY
26. PROTECT TREE TO REMAIN
28. PROTECT STORM STRUCTURE & LINE TO REMAIN
30. PROTECT WATER LINE, HYDRANT & VALVE TO REMAIN
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
1 REGULATORY REVIEW1-18-2023
EROSION CONTROL LEGEND
SF
2 TAC RESPONSE 03-07-2023
06/27/23
TBM#1 = 813.74
KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
2222
22 22
22
22
22
7
TYP.7
TYP.
7
TYP.7
TYP.7
TYP.
3 17
17
2
2 2
19 1919
19
24
24
25
25
25
5
5
1
1 1
8
8
9
TP
TP
TP
TP TPTPTP TP
TP
TP TPTPTP TPTPTPTPTP
TP TPTPTP TPTPTP TPTP
26
26
26
27
27
28
28
28
11
10
10 11
10
28
29
9
9
7
7
7
TYP.
313
23
P ROPE
R
T
Y
L
I
N
E
P
RO
P
E
R
T
Y
L
I
N
E
7
TYP. 8
21
1
19 1
1
5
5
99 9 9
31
11
30
31
30
14 30
31
31
19
31 31
31
14
14
6
10
10
11
11
11
12
22
11
11
30
30
28
32
15
30
20 20
20
20
20
8 8 88 88 8
8
2020
9
TP
TP TP
22
22
7
9
34
25
TPTP TP
26
SF SF SF SF
SF SF SF
SF
SF
SF
SF
S
F
SF
SF
SF
SF
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
30 900 30 60
GD1.3
SITE DEMOLITION PLAN - NORTH
DEMOLITION LEGEND
APPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVAL
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
TPTP
TP
TREE PROTECTION REQUIRED
APPROXIMATE LIMITS OF CONSTRUCTION
APPROXIMATE LIMITS OF UTILITY LINE REMOVAL
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
SEE SITE DEMOLITION
PLAN - WEST - GD1.6
(NOT IN PROJECT)
SEE SITE DEMOLITION PLAN - CENTER - GD1.2 (NOT IN PROJECT)
SEE SITE DEMOLITION PLAN - CENTER - GD1.2 (NOT IN PROJECT)SEE SITE DEMOLITION PLAN - NORTHEAST - GD1.5LEGEND
DEMOLITION KEYNOTES (GAC)
1. REMOVE ASPHALT PAVEMENT
2. REMOVE CONCRETE PAVEMENT
3. REMOVE CONCRETE SIDEWALK
5. SAWCUT EXISTING ASPHALT/CONCRETE
6. BLACK OUT EXISTING PAVEMENT MARKING
7. REMOVE CHAIN LINK FENCE, POSTS AND FOUNDATIONS
8. REMOVE CHAIN LINK GATES, POSTS AND FOUNDATIONS. SALVAGE FOR
RETURN TO OWNER
9. PROTECT FENCE TO REMAIN
10. REMOVE STORM MANHOLE STRUCTURE
11. REMOVE STORM SEWER LINE
12. CAP STORM PIPE WITH MECHANICAL PLUG - PER DETAIL ON DWG SU2.1
13. REMOVE SANITARY MANHOLE STRUCTURE
14. REMOVE SANITARY SEWER LINE
15. CAP SANITARY PIPE WITH MECHANICAL PLUG - PER DETAIL ON DWG SU2.1
17. REMOVE BUILDING - CONTRACTOR TO DISCONNECT AND REMOVE ALL
ASSOCIATED ELECTRICAL, MECHANICAL, AND PLUMBING SANITARY AND
SUPPLY COMPLETE PRIOR TO BUILDING DEMOLITION. REMOVE BUILDING
UTILITY LINES BACK TO NEAREST CONNECTION POINT. PROTECT ALL
EXISTING LINES TO REMAIN. NOTIFY ARCHITECT OF ANY CONCERNS OR
UNFORESEEN CONDITIONS.
19. REMOVE LIGHTPOLE/ELECTRICAL OUTLET, COORDINATE WITH ELECTRICAL
SITE DEMOLITION PLANS
20. REMOVE ELECTRICAL/TELECOM LINES/EQUIPMENT, COORDINATE WITH
ELECTRICAL SITE DEMOLITION PLANS
21. PROTECT ELECTRIC OUTLET, BOX & LINE TO REMAIN
22. REMOVE TREE & ROOTS TO 1'-6" BELOW GRADE
23. RELOCATE DISCUS CAGE TO LOCATION SHOWN ON SITE PLAN AND
REMOVE CONCRETE PAD
24. LIMITS OF PROPOSED BUILDING
25. PROTECT SYNTHETIC TURF AND CURB TO REMAIN
26. PROTECT TREE TO REMAIN
27. REMOVE GOAL POST AND SALVAGE TO OWNER
28. PROTECT STORM STRUCTURE & LINE TO REMAIN
29. WATER WELL - CONTRACTOR SHALL REMOVE THE WELL ASSEMBLY IN ITS
ENTIRETY AND TO 3' BELOW FINISHED GRADES. THE WELL SHALL BE
CAPPED AND DECOMMISSIONED PER LOCAL AND STATE REQUIREMENTS
AND ORDINANCES.
30. PROTECT WATER LINE, HYDRANT & VALVE TO REMAIN
31. REMOVE WATER LINE AS REQUIRED TO INSTALL PROPOSED WATER LINE -
REFER TO SITE UTILITY PLAN
32. PROTECT SANITARY STRUCTURE & LINE TO REMAIN
34. PROTECT CONCRETE WALK TO REMAIN
REMOVE 6 DEAD EVERGREEN
AND 1 DEAD DECIDIOUS TREE
WITHIN WOODED FENCELINE
REMOVE TREES AND SHRUBS
AS REQUIRED TO INSTALL
WATERLINE AND BUILDING
1 ADDENDUM #1 1-6-2023
2 REGULATORY REVIEW1-18-2023
EROSION CONTROL LEGEND
SF
3 TAC RESPONSE 03-07-2023
06/27/23
TBM#3 = 803.80
SMOKEY ROW ROAD / E 136TH STREET
SMOKEY ROW ROAD / E 136TH STREET
K
E
Y
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
1
1
1
5 5
5
5
1
4 TPTP
TP
TP
TP
TP
TPTPTP
TP
TPTP
TP
TP
TPTP
TP
TP
TP
TP
TP
TPTPTPTPTP
TP
TPTP 26
26
26
26
26
26
26 PROPERTY
L
INE
PROPERTY LINE
28
21
21
21
30 30
28
3021 21
21
30
28 TP
TPTP
TPTPTP
TP
TP
26
9
9
21
21
30
21
30
30
34
6
TYP.
4
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!
40 1200 40 80
GD1.4
SITE DEMOLITION PLAN -
SOUTHEAST
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
SEE SITE DEMOLITION PLAN - NORTHEAST - GD1.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE DEMOLITION PLAN - SOUTH - GD1.1DEMOLITION LEGEND
APPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVAL
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
TPTP TPTREE PROTECTION REQUIRED
APPROXIMATE LIMITS OF CONSTRUCTION
APPROXIMATE LIMITS OF UTILITY LINE REMOVAL
LEGEND
33
33
33
DEMOLITION KEYNOTES (SOUTH BLDG)
1. REMOVE ASPHALT PAVEMENT
4. REMOVE CONCRETE CURB
5. SAWCUT EXISTING ASPHALT/CONCRETE
6. BLACK OUT EXISTING PAVEMENT MARKING
9. PROTECT FENCE TO REMAIN
21. PROTECT ELECTRIC OUTLET, BOX & LINE TO REMAIN, ADJUST BOXES AND
OUTLETS TO PROPOSED FINISHED GRADE AS NECESSARY
26. PROTECT TREE TO REMAIN
28. PROTECT STORM STRUCTURE & LINE TO REMAIN
30. PROTECT WATER LINE, HYDRANT & VALVE TO REMAIN
33. REMOVE INVASIVE PLANT MATERIAL FROM POND, SPRAY/WICK PLANT
MATERIAL WITH AQUATIC HERBICIDE, CUT PLANT MATERIAL ONCE THE
HERBICIDE HAS HAD TIME TO ENTER THE ROOT SYSTEM AND SIGNS OF
PLANT DEATH HAVE STARTED, REAPPLY HERBICIDE IF NEEDED, REMOVE
CUT PLANT MATERIAL FROM BASIN, TILL THE TOP 12" OF SOIL, FINE GRADE
AND SEED WITH NATIVE PLANT MATERIAL PER LANDSCAPE PLAN
34. CAP STORM PIPE WITH MECHANICAL PLUG - PER DETAIL ON DWG. SU2.1
35. ADJUST TOP OF ELECTRICAL MANHOLE CASTING TO 804.65. ADD RISER TO
TOP OF EXISTING CONCRETE VAULT AS REQUIRED.
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
2 ADDENDUM #1 1-25-2023
1 REGULATORY REVIEW1-18-2023
EROSION CONTROL LEGEND
SF 3 TAC RESPONSE 03-07-2023
06/27/23
TBM#1 = 813.74 KEYS
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
KEY
S
T
O
N
E
A
V
E
N
U
E
/ S
.
R
.
4
3
1
22
9
22
9TPTPTPTPTPTPTP
TP TP
TPTP TPTP
TP TPTP
TP TP
TPTP TP TP
TP TPTP
TP TP TPTP TP
TPTP TP
26
26
26
26
26
9
18
P
RO
P
ER
T
Y
L
I
N
E
9
TPTP TPTPTP TP
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
30 900 30 60
GD1.5
SITE DEMOLITION PLAN -
NORTHEAST
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
SEE SITE DEMOLITION PLAN - NORTH - GD1.3SEE SITE DEMOLITION PLAN - SOUTHEAST - GD1.4 (NOT IN PROJECT)
DEMOLITION LEGEND
APPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVAL
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
TP
TP TP
TREE PROTECTION REQUIRED
APPROXIMATE LIMITS OF CONSTRUCTION
APPROXIMATE LIMITS OF UTILITY LINE REMOVAL
LEGEND
DEMOLITION KEYNOTES (GAC)
9. PROTECT FENCE TO REMAIN
18. REMOVE FENCE AS REQUIRED TO INSTALL MANGATE
22. REMOVE TREE & ROOTS TO 1'-6" BELOW GRADE
26. PROTECT TREE TO REMAIN
1 REGULATORY REVIEW1-18-2023
EROSION CONTROL LEGEND
SF
2 TAC RESPONSE 03-07-2023
06/27/23
SMOKEY ROW ROAD / E 136TH STREET
6
TYP.
6
TYP.
TP
TP
TP
TP
TP
TPTP
9
9
28TP
TP
SF SF
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!
40 1200 40 80
GD1.6
SITE DEMOLITION PLAN - WEST
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTESSEE SITE DEMOLITION PLAN - NORTH - GD1.3SEE SITE DEMOLITION PLAN - CENTER - GD1.2SEE SITE DEMOLITION PLAN - SOUTH - GD1.1DEMOLITION LEGEND
APPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVAL
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
TP
TP TPTREE PROTECTION REQUIRED
APPROXIMATE LIMITS OF CONSTRUCTION
APPROXIMATE LIMITS OF UTILITY LINE REMOVAL
LEGENDSEE SITE DEMOLITION PLAN - CENTER - GD1.2 DEMOLITION KEYNOTES (SOUTH BLDG)
6. BLACK OUT EXISTING PAVEMENT MARKING
9. PROTECT FENCE TO REMAIN
28. PROTECT STORM STRUCTURE & LINE TO REMAIN
2 ADDENDUM #1 1-25-2023
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
1 REGULATORY REVIEW1-18-2023
EROSION CONTROL LEGEND
SF
3 TAC RESPONSE 03-07-2023
06/27/23
UPREF.23'-8 5/8"26'-6 3/8"23'-8 5/8"32'-7 5/8"20'-8"76'-0"
52'-8"
31'-10"
18 '-9 5/8"SMOKEY ROW ROAD / E 136TH STREETFINAL PLAT OFARDEN TOWNHOMESINSTR. #2007001171LOT
1201
LOT
1202
LOT
1203
LOT
1204
LOT
1205
LOT
1206
LOT
1207
LOT 1301
LOT 1302
LOT 1303
LOT 1304
LOT 1305
LOT 1306
LOT 1401
LOT 1402
LOT 1403
LOT 1404
LOT 1405
LOT 1406
LOT 1701
LOT 1702
LOT 1703
LOT 1704
LOT 401
LOT 402
LOT 403
LOT 404
LOT 405
LOT 301
LOT 302
LOT 303
LOT 304
LOT 305
LOT 201
LOT 202
LOT 203
LOT 204
LOT 205
LOT 101
LOT 102
LOT 103
LOT 104
LOT 105
COMMON AREA "B"COMMON AREA "N"PRIVATE ALLEY
COMMON AREA "L"
COMMON AREA "H"
COMMON AREA "F"
COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEY KEY
S
T
O
N
E
AV
E
N
U
E
/
S
.
R
.
4
3
1
SMOKEY ROW ROAD / E 136TH STREET
KEY
S
T
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E
A
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N
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/
S
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.
4
3
1
KEY
S
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/
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.
4
3
1
SMOKEY ROW ROAD / E 136TH STREET35' FRONT
Y
A
R
D
SET
BAC
K
30' GRE
E
N
BELT
35' F R ONT
Y
A
R
D
S
ET
BAC
K
30' GRE
E
N
B
ELT
25' SIDE YARD SETBACK
P ROPE
R
T
Y
LINE
P ROPE
R
T
Y
LI
N
E
P
RO
P
ER
T
Y
LI
N
E
PROPERTY
L
INE
P
ROP
ER
T
Y
LI
N
E
PROPERTY LINE
PROPERTY LINE 19'-4"CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
35' FRONT YARD SETBACK204'564.6'
1,035.7'
525.2'202.9
'1,241.9'1,044.7'CONSTRUCTION LIMITS
GREYHOUND ACTIVITY CENTER
91,019 SF
SOUTH ENTRANCE BUILDINGS
9,374 SF
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 04.26.2023
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
G1.0
SITE PLAN - OVERALL
80 2400 80 160
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
SEE SITE PLAN G1.4
(SOUTH SUPPORT BUILDINGS PROJECT)
SEE SITE PLAN G1.5
(GREYHOUND ACTIVITY CENTER PROJECT)
SEE SITE PLAN G1.3
(GREYHOUND ACTIVITY CENTER PROJECT)
SEE SITE PLAN G1.1
(SOUTH SUPPORT BUILDINGS PROJECT)
SEE SITE PLAN G1.6
(NOT IN PROJECT)
SEE SITE PLAN G1.2
(NOT IN PROJECT)20' REAR YARD SETBACK1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-07-2023
3 TAC RESPONSE 03-17-2023
4 SSB FINAL CD'S 4-26-2023
5 TAC RESPONSE 05-6-2023
HORIZONTAL AND VERTICAL DATUM:
06/27/23
REF.23 '-8 5/8"26'-6 3/8"23 '-8 5/8" 28 '-0 3/8"20 '-8"32 '-7 5/8"20 '-8"175 '-11 5/8"76'-0"26 '-0"76'-0"52'-8"31'-10"18 '-9 5/8"SMOKEY ROW ROAD / E 136TH STREET
SMOKEY ROW ROAD / E 136TH STREET
2
16
17
17
17
1719
19
19
8
12
17
7
7
2
3
2
9
9
12
12
12
8
7
2
3
3
8
8
9
13
13
14
35' FRONT YARD SETBACKPROPERTY LINE
15
15
15
15
20 2020
26 26
26
26
26
26 26
26 15
15
20
26
204'41
40
42
3
4044
44 44
40
43
40
42
26
9
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!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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. SOUTH ENTRANCE BUILDINGS = 9,374 SF
GENERAL NOTES
G1.1
SITE PLAN - SOUTH
SOUTH ENTRANCE BUILDING SOUTH ENTRANCE BUILDING
SEE SITE PLAN G5.1
20'-0" 25'-0" 20'-0" 20'-0"9'-0"
9'-0"20'-0"25'-0" 20'-0" 20'-0"R15'-0"
R15'-0"SEE SITE PLAN - SOUTHEAST - G1.4SEE SITE PLAN - WEST - G1.6 (NOT IN PROJECT)SEE SITE PLAN - CENTER - G1.2 (NOT IN PROJECT)SEE SITE PLAN - SOUTHEAST - G1.4LEGEND
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 04.26.2023
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
SITE KEYNOTES (SOUTH BUILDINGS)
CONCRETE SIDEWALK - SEE DETAIL A/G4.11
MONOLITHIC CURB & WALK - SEE DETAIL B/G4.11
CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.11
CURB TO CURB CONNECTION - SEE DETAIL J/G4.11
PROVIDE DOWEL BETWEEN NEW AND EXISTING CONCRETE SIDEWALK - SEE
DETAIL K/G4.11
LAWN AREA - SEE LANDSCAPE PLANS
TRASH RECEPTACLE - AVAILABLE FROM SITESCAPES, STYLE AND COLOR TO BE
SELECTED
6' LONG BENCH - AVAILABLE FROM SITESCAPES, STYLE AND COLOR TO BE
SELECTED
CONCRETE CONTROL JOINT - PER DETAIL C/G4.11
8' HT. ORNAMENTAL FENCE - PER DETAIL B/G4.12
4" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS
4" WIDE YELLOW DASHED PAVEMENT MARKING (BUS) - PER SPECIFICATIONS
ASPHALT PAVEMENT - PER DETAIL L/G4.11
EXPANSION JOINT - SEE DETAIL C/G4.11
CROSSWALK - PER DETAIL S/G4.11
ADA RAMP - TYPE 1 - PER DETAIL A/G5.3
ADA RAMP - TYPE 2 - PER DETAIL B/G5.3
ADA RAMP - TYPE 3 - PER DETAIL C/G5.3
ADA RAMP - TYPE 4 - PER DETAIL D/G5.3
2
3
7
8
9
12
13
14
15
16
17
19
20
26
TYP
TYP
TYP
TYP
TYP TYP 8'-0"R 5'-0"R10'-0"8'-0"12'-2"8'-0"1 REGULATORY REVIEW1-18-2023
PROPOSED SITE LEGEND
BUILDING
CONCRETE SIDEWALK/PAVEMENT
ASPHALT PAVEMENT
SEEDED LAWN
APPROXIMATE LIMITS OF CONSTRUCTION
2 TAC RESPONSE 03-07-2023
3 TAC RESPONSE 03-17-2023
40
41
42
43
44
4 SSB FINAL CD'S 4-26-2023
3
G5.3
2
G5.3
1
G5.3
4
G5.3
5
G5.3
6
G5.3
5 5-5-2023TAC RESPONSE
06/27/23
UPTBM#1 = 813.74
KEY
S
T
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E
A
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/
S
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.
4
3
1
KEY
S
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E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
2
2
2 2
2
2
11
7 7
17 18
22
7
13
7
11
12
18
44
22
8
4
4
2
4
8
2
12
13
13
13
13
2
4
12
4
2
12
4
2
9 6
12
11
1
111
3 12
7
7
7 7
12
10
10
16
27
15
27
15
15
15
15 15
15
15
15
15
2
19
20
20
20 35' FRO
N
T
Y
A
R
D
S
ETB
A
C
K
30' GRE
E
N
B
EL
T20'
SI
DE YARD SETBACKP ROPE
R
T
Y
LINE
P
RO
P
E
R
T
Y
L
I
N
E
7
4
2
96
2
6
9
2
2
12
22
22
20
20
5
5
5
5
25
24
12
24 2424
25
12
20
12
26
26
26
26
26
26
26
26
26
26
26
26
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28 28
28
28
28
28
28
28
28 28
28
28
28
28
28
28
28
28
28
28
28 28
2929
2929
29
2
30
30
7
7
34
34 34
34
34
10
15
12
12
2
2
36
33
37
1019'-4"202.9
'
1
27
29
10
38
39
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
30 900 30 60
PROPOSED SITE LEGEND
BUILDING
CONCRETE SIDEWALK/PAVEMENT
ASPHALT PAVEMENT
SEEDED LAWN
SYNTHETIC TURF
NATIVE SEED MIX
APPROXIMATE LIMITS OF CONSTRUCTION 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
G1.3
SITE PLAN - NORTH
SEE SITE PLAN G5.2 5'-0"5'-0" 5'-0" 5'-0"
5'-0"
20'-2"
5'-0"
5'-0"20'-0"20'-0"9'-8"20'-0" 25'-0"R 15'-0"R150'-0"R50'R100'-0"LEGEND
SEE SITE PLAN - WEST - G1.6
(NOT IN PROJECT)
SEE SITE PLAN - CENTER - G1.2 (NOT IN PROJECT)SEE SITE PLAN - NORTHEAST - G1.5SEE SITE PLAN - CENTER - G1.2 (NOT IN PROJECT)
5'-0"5'-0"25'-0"9'-0"2G4.35'-0"
20'-2"
5'-0"
SITE KEYNOTES (GAC)
CONCRETE PAVEMENT - SEE DETAIL F/G4.1
CONCRETE SIDEWALK - SEE DETAIL A/G4.1
MONOLITHIC CURB & WALK - SEE DETAIL B/G4.1
CONCRETE STOOP - SEE DETAIL 11 & 12/S3.02 & DWG S1.01
CONCRETE COLLAR - SEE DETAIL E/G4.1
CONCRETE EQUIPMENT PAD - REFER TO DETAIL K/G4.1
CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.1
CURB TO CURB CONNECTION - SEE DETAIL P/G4.1
UTILITY AREA - REFER TO S1.01
CONCRETE/ASPHALT INTERFACE - DETAIL N/G4.1
CONCRETE WALL W/ RAILING - SEE SECTIONS 3, 4 & 5/G4.3
LAWN AREA - SEE LANDSCAPE PLANS
SYNTHETIC TURF SURFACING OVER AGGREGATE BASE - SEE DETAIL L/G4.1
CONCRETE CONTROL JOINT - SEE DETAIL C/G4.1
6' HT. CHAIN LINK FENCE FENCE - MATCH EXISTING HEIGHT AND MATERIAL
4" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS
4" WIDE WHITE PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE
RELOCATED DISCUS CAGE WITH 6" DEEP CONCRETE PAD & ALUMINUM DISCUS
RING
ASPHALT PAVEMENT - DETAIL A/G4.2
4' WIDE MAN GATE, MATCH EXISTING FENCE HEIGHT AND FABRIC
NATIVE PLANTINGS - SEE LANDSCAPE PLAN AND SEED MIX THIS SHEET
WASHED RIVER ROCK - SEE LANDSCAPE PLAN
STEEL EDGING - SEE LANDSCAPE PLAN
ISOLATION JOINT - SEE DETAIL D/G4.1
CONCRETE CONTROL JOINT - SEE DETAIL G/G4.1
CONCRETE EXPANSION JOINT - SEE DETAIL C/G4.1
CONCRETE EXPANSION JOINT - SEE DETAIL G/G4.1
REMOVABLE BOLLARD - PER DETAIL J/G4.2
2" DIA. ALUMINUM HANDRAIL - PER ARCHITECTURAL PLANS & DIVISION 05
SECTION "DECORATIVE METAL RAILINGS"
CONCRETE WALL (FULL HEIGHT) - SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE STEPS - SEE SECTION 1/G4.2
HANDRAIL - PER SECTION 1/G4.2
DUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANS
STEEL BOLLARD - PER DETAIL Q/G4.1
1
2
3
4
5
6
7
8
9
10
11
12
13
15
16
17
18
19
20
21
22
24
25
26
27
28
29
TYP TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
30
34
5
G4.3
4
G4.3
3
5
G4.3
3
4
G4.3
4 41
1
G4.2
36
33
37
ADDENDUM #1 1-6-2023
G4.3G4.3G4.3G4.3
R 25'-0"2 REGULATORY REVIEW1-18-2023
38
39
3 TAC RESPONSE 03-07-2023
GREYHOUND ACTIVITY CENTER
91,019 SF
4 TAC RESPONSE 03-17-2023
NATIVE PLANTINGS SEED MIX
SLOPE STABILIZATION SEED MIX
PERMANENT GRASSES
ANDROPOGON GERARDII - BIG BLUESTEM
BOUTELOUA CURTIPENDULA - SIDE-OATS GRAMA
CAREX SPP. - PRAIRIE SEDGE SPECIES
ELYMUS CANADENSIS - CANADA WILD RYE
ELYMUS VIRGINICUS - VIRGINIA WILD RYE
PANICUM VIRGATUM - SWITCH GRASS
SCHIZACHYRIUM SCOPARIUM - LITTLE BLUESTEM
SORGHASTRUM NUTANS - INDIAN GRASS
TEMPORARY COVER
AVENA SATIVA - COMMON OAT
LOLIUM MULTIFLORUM - ANNUAL RYE
5 TAC RESPONSE 05-23-2023
06/27/23
TBM#3 = 803.80
SMOKEY ROW ROAD / E 136TH STREET
SMOKEY ROW ROAD / E 136TH STREET
K
E
Y
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
12
38
12
12 20
20
20
20
30' GRE
E
N
BELT
35' FRONT YARD SETBACK12 PROPERTY
L
INE
PROPERTY LINE
17 17 17
TYP TYP
TYP
23
23
5
5
17
17
7
7
7
3
9
8
21 1
10
22
10
18
21
1
22
20
20
18
25
25
35' FRO
N
T
Y ARD
S
E
T
B
A
C
K
LEGEND
SEE SITE PLAN - NORTHEAST - G1.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE PLAN - SOUTH - G1.1INLETS, 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!
40 1200 40 80
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
G1.4
SITE PLAN - SOUTHEAST
24
24
24
SEE SITE PLAN G5.3
24
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 04.26.2023
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
2 ADDENDUM #1 1-25-20239'20'-0" 25'-7"
20'-0" 25'-0"
±5'
9'
±5'
9' 9'
9'9' 9'
SITE KEYNOTES (SOUTH BUILDING)
ADA ACCESSIBLE PARKING SIGN - SEE DETAIL P/G4.11
MONOLITHIC CURB & WALK - SEE DETAIL B/G4.11
CONCRETE COLLAR - SEE DETAIL E/G4.11
CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.11
CURB TO CURB CONNECTION - SEE DETAIL J/G4.11
PROVIDE DOWEL BETWEEN NEW AND EXISTING CONCRETE SIDEWALK - SEE
DETAIL K/G4.11
PARKING BUMPER - PER DETAIL Q/G4.11
LAWN AREA - SEE LANDSCAPE PLANS
4" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS
4" WIDE BLUE PAVEMENT MARKING - PER SPECIFICATIONS
ASPHALT PAVEMENT - PER DETAIL L/G4.11
4" WIDE BLUE PAVEMENT STRIPE @ 3'-0" AT 45 DEGREES - PER DETAIL N/G4.11
WHITE ADA LOGO ON BLUE BACKGROUND - PER DETAIL O/G4.11
RIPRAP AT PIPE END SECTION - PER DETAIL
SEEDED NATIVE PLANT AREA - SEE LANDSCAPE PLAN AND SEED MIX THIS SHEET
SLOPE NEW PAVEMENT AWAY FROM CURB AND MATCH EXISTING EDGE OF
PAVEMENT GRADE, SLOPE AT 1.5% MIN. / 2.0% MAX.
1
3
5
7
8
9
10
12
17
18
20
21
22
23
24
1 REGULATORY REVIEW1-18-2023
25
PROPOSED SITE LEGEND
BUILDING
CONCRETE SIDEWALK/PAVEMENT
ASPHALT PAVEMENT
SEEDED LAWN
APPROXIMATE LIMITS OF CONSTRUCTION
3 TAC RESPONSE 03-07-2023
4 SSB FINAL CD'S 4-26-2023
NATIVE PLANTINGS SEED MIX
SWALE SEED MIX
PERMANENT GRASSES/SEDGES
ANDROPOGON GERARDII - BIG BLUESTEM
CAREX CRISTATELLA - CRESTED OVAL SEDGE
CAREX LURIDA - BOTTLEBRUSH SEDGE
CAREX SPP. - PRAIRIE SEDGE SPECIES
CAREX STIPATA - COMMON FOX SEDGE
CAREX VULPINOIDEA - BROWN FOX SEDGE
ELYMUS CANADENSIS - CANADA WILD RYE
ELYMUS VIRGINICUS - VIRGINIA WILD RYE
JUNCUS EFFUSUS - COMMON RUSH
PANICUM VIRGATUM - SWITCH GRASS
SCIRPUS ATROVIRENS - DARK GREEN RUSH
SCIRPUS CYPERINUS - WOOL GRASS
SPARTINA PECTINATA - PRAIRIE CORD GRASS
TEMPORARY COVER
AVENA SATIVA - COMMON OAT
FORBS
ALISMA SUBCORDATUM - COMMON WATER PLANTAIN
ASCLEPIAS INCARNATA - SWAMP MILKWEED
COREOPSIS TRIPTERIS - TALL COREOPSIS
EUTHAMIA GRAMINIFOLIA - COMMON GRASS-LEAVED
GOLDENROD
EUTROCHIUM MACULATUM - SPOTTED JOE-PYE WEED
IRIS SPP. - BLUE FLAG SPECIES
LIATRIS SPICATA - MARSH BLAZING STAR
LYCOPUS AMERICANUS - COMMON WATER HOREHOUND
MIMULUS RINGENS - MONKEY FLOWER
PENTHORUM SEDOIDES - DITCH STONECROP
PYCNANTHEMUM VIRGINIANUM - COMMON MOUNTAIN MINT
RUDBECKIA SUBTOMENTOSA - SWEET BLACK-EYED SUSAN
RUDBECKIA TRILOBA - BROWN-EYED SUSAN
SENNA HEBECARPA - WILD SENNA
SYMPHYOTRICHUM NOVAE-ANGLIAE - NEW ENGLAND ASTER
VERBENA HASTATA - BLUE VERVAIN
ZIZIA AUREA - GOLDEN ALEXANDERS 5 TAC RESPONSE 05-23-2023
06/27/23
KEYS
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
12
12
12
12
12
12
26
2
35' FRO
NT
Y
A
R
D SET
B
A
C
K
30' GRE
E
N
B
ELT
2
21
P
RO
P
ER
T
Y
L
I
N
E
2
2
15
15
15
28
28
28
28
28
28
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
30 900 30 60
PROPOSED SITE LEGEND
BUILDING
CONCRETE SIDEWALK/PAVEMENT
ASPHALT PAVEMENT
SEEDED LAWN
SYNTHETIC TURF
NATIVE SEED MIX
APPROXIMATE LIMITS OF CONSTRUCTION 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
G1.5
SITE PLAN - NORTHEAST
LEGENDSEE SITE PLAN - NORTH - G1.3SEE SITE PLAN - SOUTHEAST - G1.4 (NOT IN PROJECT)10'5'10'5'30'-0"
1 50°5'
SITE KEYNOTES (GAC)
CONCRETE SIDEWALK - SEE DETAIL A/G4.1
LAWN AREA - SEE LANDSCAPE PLANS
CONCRETE CONTROL JOINT - SEE DETAIL C/G4.1
4' WIDE MAN GATE, MATCH EXISTING FENCE HEIGHT AND FABRIC
CONCRETE EXPANSION JOINT - SEE DETAIL C/G4.1
2
12
15
21
TYP
TYP
TYP
28
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-07-2023
06/27/23
SMOKEY ROW ROAD / E 136TH STREET
17
17
22
TYP
18
18
21 TYP
22
TYP
21 TYP
18
2122
10
1
22
30
10
10
1
10
TYP
TYP
TYP
TYP
30
21 21 21
22TYP
22TYP
18TYP
18
1 TYP10TYP
20
20
25' SIDE YARD SETBACK
TYP
7
7
TYP
8
12
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!
40 1200 40 80
G1.6
SITE PLAN - WEST
LEGEND
SEE SITE PLAN - NORTH - G1.3
SEE SITE PLAN - CENTER - G1.2SEE SITE PLAN - SOUTH - G1.1SEE SITE PLAN - CENTER - G1.29' 10' 27'-0"9' 9' 9' 9' 9'
20'-0"9' 9' 9'
5'
25'-0" 9'20'-0"9'117'-0"13'-6"8'9'9'9'9'9'5'5'PROPOSED SITE LEGEND
BUILDING
CONCRETE SIDEWALK/PAVEMENT
ASPHALT PAVEMENT
SEEDED LAWN
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
SITE KEYNOTES (SOUTH BUILDING)
ADA ACCESSIBLE PARKING SIGN - SEE DETAIL P/G4.11
CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.11
CURB TO CURB CONNECTION - SEE DETAIL J/G4.11
PARKING BUMPER - PER DETAIL Q/G4.11
LAWN AREA - SEE LANDSCAPE PLANS
4" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS
4" WIDE BLUE PAVEMENT MARKING - PER SPECIFICATIONS
ASPHALT PAVEMENT - PER DETAIL L/G4.11
4" WIDE BLUE PAVEMENT STRIPE @ 3'-0" AT 45 DEGREES - PER DETAIL N/G4.11
WHITE ADA LOGO ON BLUE BACKGROUND - PER DETAIL O/G4.11
4" WIDE WHITE PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE
1
7
8
10
12
17
18
20
21
22
30
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
1 REGULATORY REVIEW1-18-2023
06/27/23
UPREF.
23'-8 5/8"26 '-6 3/8"23'-8 5/8"32 '-7 5/8"20'-8"76 '-0"52'-8"31'-10"18'-9 5/8"TBM#1 = 813.74
TBM#2 = 809.81
TBM#3 = 803.80 FINAL PLAT OFARDEN TOWNHOMESINSTR. #2007001171LOT
1201
LOT
1202
LOT
1203
LOT
1204
LOT
1205
LOT
1206
LOT
1207
LOT 1301
LOT 1302
LOT 1303
LOT 1304
LOT 1305
LOT 1306
LOT 1401
LOT 1402
LOT 1403
LOT 1404
LOT 1405
LOT 1406
LOT 1701
LOT 1702
LOT 1703
LOT 1704
LOT 401
LOT 402
LOT 403
LOT 404
LOT 405
LOT 301
LOT 302
LOT 303
LOT 304
LOT 305
LOT 201
LOT 202
LOT 203
LOT 204
LOT 205
LOT 101
LOT 102
LOT 103
LOT 104
LOT 105
COMMON AREA "B" COMMON AREA "N"PRIVATE ALLEY
COMMON AREA "L"
COMMON AREA "H"
COMMON AREA "F"
COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEY P ROPE
R
T
Y
LINE
P R OPERT
Y
L
I
N
E
P
RO
P
E
R
T
Y
L
I
N
E
PROPERTY
L
INE
P
ROP
ER
T
Y
L
I
N
E
PROPERTY LINE
PROPERTY LINE
ST-106
ST-105
ST-104
ST-110
ST-107
ST-108
ST-109
ST-112
ST-103
ST-101ST-102
ST-113
ST-111 ST-118
ST-120
ST-117
ST-119
ST-114 ST-116 ST-121
ST-122
ST-115
ST-123
ST-124
ST-125
ST-208
ST-211
ST-210
ST-211A
ST-209
ST-204
ST-207
ST-206
ST-202
ST-303
ST-201
ST-203
ST-205
ST-304
ST-302ST-301
ST-401
ST-212
817.61
806.99
817.71
817.71
817.77
817.00
810.73
810.09
811.01
811.56
811.56
OVERTOPPING
ELEV.= 808.88
EAST 136th STREET
EAST 136th STREET
OVERTOPPING
ELEV.= 808.63
OVERTOPPING
ELEV.= 809.07
1
1
1 1
1
1
1
1
1
1
1
1
2 2
2
2
3
3
3
3
3
3
3
3
3
3
3
3 3
3
4
4
4
4
3 4
3 4
3 4
3 4
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
EMERGENCY
SPILLWAY
ELEV.=802.65
DRY DETENTION BASIN
TOTAL CONTRIBUTING AREA = 45.26 ACRES
BOTTOM OF POND = 797.83
TOP OF BANK = 804.65
10 YEAR ELEVATION = 801.50
10 YEAR RELEASE RATE = 4.49 CFS
10 YEAR STORAGE VOLUME = 4.65 AC/FT
100 YEAR ELEVATION = 802.65
100 YEAR RELEASE RATE = 12.65 CFS
100 YEAR STORAGE VOLUME = 9.91 AC/FT
GREYHOUND ACTIVITY CENTER
SOUTH ENTRANCE BUILDINGS
FINISH FLOOR = 806.75
MLAG = 806.99, MFPG = 807.99
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 04.26.2023
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
G2.0
GRADING PLAN - OVERALL
80 2400 80 160
SEE GRADING PLAN G2.4
(SOUTH SUPPORT BUILDINGS PROJECT)
SEE GRADING PLAN G2.5
(GREYHOUND ACTIVITY CENTER PROJECT)
SEE GRADING PLAN G2.3
(GREYHOUND ACTIVITY CENTER PROJECT)
SEE GRADING PLAN G2.1
(SOUTH SUPPORT BUILDINGS PROJECT)
SEE GRADING PLAN G2.6
(NOT IN PROJECT)
SEE GRADING PLAN G2.2
(NOT IN PROJECT)
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EDGE OF PAVEMENT
FLOWLINE
TOP OF WALL
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED SURFACE DRAINAGE FLOW ARROW
FLOOD ROUTING PATH
MEG
TC
BC
750.65
EP
FL
TW
FLOOD ROUTING KEYNOTES
1. FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE NORTH
AND WEST SIDE OF THE ACTIVITY CENTER BUILDING WHEN 100
YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A SOUTHERLY
DIRECTION OVER PROPOSED AND EXISTING INLETS THEN
CONTINUES IN A SOUTHERLY DIRECTION TO EAST 136th STREET
RIGHT OF WAY AND EVENTUALLY TO COOL CREEK.
2. FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE SOUTH
SIDE OF THE ACTIVITY CENTER BUILDING AND THE SOUTH SOUTH
SUPPORT BUILDING WHEN 100 YEAR FLOOD IS EXCEEDED. PATH
TRAVELS IN A SOUTHERLY DIRECTION OVER PROPOSED AND
EXISTING INLETS THEN CONTINUES IN A SOUTHERLY DIRECTION
TO EAST 136th STREET RIGHT OF WAY AND EVENTUALLY TO
COOL CREEK.
3. FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE EAST
SIDE OF THE ACTIVITY CENTER BUILDING WHEN 100 YEAR FLOOD
IS EXCEEDED. PATH TRAVELS IN A SOUTHERLY DIRECTION OVER
PROPOSED AND EXISTING INLETS THEN CONTINUES IN
SOUTHERLY DIRECTION IN THE ACCESS DRIVE ON THE EAST SIDE
OF THE FOOTBALL STADIUM AND THEN CONTINUES IN A
EASTERLY DIRECTION IN THE EXISTING PARKING LOT ON THE
SOUTH SIDE OF THE TENNIS COURTS WERE IT FLOWS INTO THE
EXISTING DRY DETENTION BASIN. THE EMERGENCY OVERFLOW
FOR THE DRY DETENTION BASIN FLOWS IN A SOUTHERLY
DIRECTION TO EAST 136th STREET RIGHT OF WAY AND
EVENTUALLY TO COOL CREEK.
4. FLOOD ROUTING PATH FOR THE FAR EAST SIDE OF THE SITE
WHEN 100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A
SOUTHERLY DIRECTION AND CONTINUES TO FLOW SOUTHERLY
TO THE EXISTING DRY DETENTION BASIN. THE EMERGENCY
OVERFLOW FOR THE DRY DETENTION BASIN FLOWS IN A
SOUTHERLY DIRECTION TO EAST 136th STREET RIGHT OF WAY
AND EVENTUALLY TO COOL CREEK.
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 UTILITY DETAILS ON SHEETS SU2.1, SU2.2, SU2.3 AND
SU2.4
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.2
9. REFER TO PLAN SHEETS G2.1, G2.3, G2.4 AND G2.5 FOR
PROPOSED SPOT GRADE ELEVATIONS.
10. ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE
PRIVATE AND SHALL REMAIN PRIVATE.
11. CONSTRUCTION LIMITS FOR THIS PROJECT DO NOT FALL
WITHIN ANY FLOODPLAINS, FLOODWAY FRINGES OR
FLOODWAYS.
GENERAL NOTES
100 YEAR INLET CASTING CAPACITY ELEVATION TABLE
STRUCTURE
NUMBER
100 YEAR ELEVATION
(INLET 50% CLOGGED)
101 R-4342
NEENAH INLET
CASTING TYPE
816.50
TOP OF CASTING
ELEVATION
816.66
100 YEAR ELEVATION
(INLET 100% CLOGGED)
817.61
102 R-4342 816.50 816.71 817.61
110 R-3472 817.51 817.55 817.77
112 R-4342 816.96 817.00 817.00
114 R-3472 810.24 810.54 810.73
115 R-3455-C 809.72 810.08 810.09
116 R-3472 810.20 810.92 811.01
108 R-3472 817.35 817.43 817.71
109 R-3472 817.35 817.43 817.71
117 R-4342 811.10 811.56 811.56
119 R-4342 810.52 811.13 811.56
201 R-3472 806.06 806.25 806.99
202 R-3472 806.11 806.24 806.99
203 R-3472 805.99 806.11 806.99
205 R-3472 805.98 806.13 806.99
301 R-3287-10V 805.73 806.99 806.99
302 R-3287-10V 805.73 806.99 806.99
303 R-3472 806.08 806.79 806.99
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-17-2023
APPROXIMATE LIMITS OF CONSTRUCTION
GREYHOUND ACTIVITY CENTER
FINISH FLOOR = 818.00
MLAG = 817.61, MFPG = 818.61
3 SSB FINAL CD'S 4-26-2023
4 5-5-2023TAC RESPONSE
HORIZONTAL AND VERTICAL DATUM:
5 5-6-2023TAC RESPONSE
6 5-24-2023TAC RESPONSE
06/27/23
SMOKEY ROW ROAD / E 136TH STREET
TBM#2 = 809.81
SMOKEY ROW ROAD / E 136TH STREETREF.23 '-8 5/8"26'-6 3/8"23 '-8 5/8"28 '-0 3/8"20 '-8"32 '-7 5/8"2 0'-8"175 '-1 15/ 8" 7 6 '-0" 26'-0"76'-0"52'-8"31'-10"18 '-9 5/8"FDC
FDC FDC
FDC
PROPERTY LINE
ST-208
TOR: 808.89
ST-204
TOR: 806.51
ST-207
TOR: 806.45
ST-206
TOR: 806.25ST-202
TOR: 806.11
ST-303
TOR: 806.08
ST-201
TOR: 806.06
ST-203
TOR: 805.99
ST-205
TOR: 805.98
ST-304
TOR: 805.92
ST-301
TOR: 805.63
ST-302
TOR: 805.64
TC 806.26
BC 805.76
806.55
MEG 808.65
TC 806.47
BC 805.97TC 809.17
BC 808.67
MEG 808.31
MEG 807.10
MEG 808.51
809.31
MEG 810.42
MEG 809.80
MEG 810.30
MEG 809.21
MEG 809.71 MEG 809.72
TC 809.98
BC 809.48
TC 810.22
BC 809.72
810.33
810.10
809.97
810.09
TC 809.73
BC 809.23 809.85
MEG 808.45
MEG 808.95
MEG 806.92
MEG 808.47
MEG 806.51 MEG 806.49 MEG 806.91 MEG 808.27
MEG 808.31
MEG 808.63
MEG 807.02
TC 806.55
BC 806.05
TC 806.55
BC 806.05
TC 806.41
BC 805.91
TC 806.39
BC 805.89
TC 806.28
BC 805.78
TC 806.42
BC 805.92
TC 807.48
BC 806.98
TC 809.17
BC 808.67
MEG 808.56
MEG 809.06
809.31 807.59 806.91
806.80
806.32
806.10
TC 806.48
BC 805.98
806.56
810.17
810.05
810.08
809.94
TC 809.82
BC 809.32
MEG 809.01
MEG 809.63
MEG 809.74
MEG 809.54
MEG 810.04
806.73 806.73 806.73
806.73
806.73
806.73
806.73
806.73 806.73806.73 806.73
TC 807.08
BC 806.58
TC 806.95
BC 806.45
TC 806.58
BC 806.08
MEG 806.35
MEG 806.26
806.14
TC 807.08
BC 806.58
TC 806.94
BC 806.44
TC 806.58
BC 806.08
806.19
MEG 806.40
MEG 806.20 MEG 806.54
MEG 806.24
MEG 806.43
MEG 806.32
MEG 806.51
806.14
806.16 806.26
806.25
806.33
MEG 806.42
MEG 806.42
FF=806.75 FF=806.75
FF=806.75FF=806.75
FF=806.75
FF=806.75
FF=806.75
FF=806.75 FF=806.75
FF=806.75
FF=806.75
MEG 809.31
MEG 809.72
MEG 809.71
MEG 809.25
MEG 808.56
MEG 808.59
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!
G2.1
GRADING PLAN - SOUTH
SOUTH ENTRANCE BUILDING
FINISH FLOOR = 806.75
MLAG = 806.99, MFPG = 807.99
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EDGE OF PAVEMENT
FLOWLINE
TOP OF WALL
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
APPROXIMATE LIMITS OF CONSTRUCTION
MEG
TC
BC
EP
TC
BC
750.65
FL
TW
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 04.26.2023
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.SEE GRADING PLAN - WEST - G2.6 (NOT IN PROJECT)SEE GRADING PLAN - CENTER - G2.2 (NOT IN PROJECT) SEE GRADING PLAN - SOUTHEAST - G2.4SEE GRADING PLAN - SOUTHEAST - G2.41 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-17-2023
3 SSB FINAL CD'S 4-26-2023
3
G5.3
2
G5.3
1
G5.3
4
G5.3
5
G5.3
6
G5.3
SOUTH ENTRANCE BUILDING
FINISH FLOOR = 806.75
MLAG = 806.99, MFPG = 807.99
4 5-5-2023TAC RESPONSE
06/27/23
TBM#1 = 813.74
KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1UPFDC
P ROPE
R
T
Y
LI
N
E
P
RO
P
ER
T
Y
L
I
N
E
ST-107
TOR: 817.35
ST-106
TOR: 817.80
ST-104
TOR: 817.63
ST-105
TOR: 817.72
ST-112
TOR: 816.96
ST-111
TOR: 816.35
ST-103
TOR: 816.72
ST-101
TOR: 816.50ST-102
TOR: 816.50
ST-113
TOR: 816.40
ST-118
TOR: 811.49
ST-120
TOR: 811.13
ST-117
TOR: 811.05
ST-119
TOR: 810.52
ST-114
TOR: 810.24
ST-116
TOR: 810.20
ST-115
TOR: 809.72
ST-108
TOR: 817.35
ST-109
TOR: 817.35
ST-110
TOR: 817.51
TC 811.30
BC 810.80
TC 811.30
BC 810.80
810.73
MEG 810.09 MEG 810.27
TC 811.07
BC 810.57
TC 811.09
BC 810.59
810.44
TOR 809.72
TC 810.87
BC 810.37
TC 811.31
BC 810.81
TC 811.64
BC 811.14
TC 811.89
BC 811.39
TC 811.07
BC 810.57
TC 810.95
BC 810.45
TC 811.16
BC 810.66
MEG 811.09
MEG 810.81
TC 811.85
BC 811.35
811.37
810.82
810.97
TC 811.65
BC 811.15
TC 811.18
BC 810.68
TC 811.68
BC 811.18
811.56 811.55
TC 811.42
BC 810.92
TC 810.99
BC 810.49
TC 810.99
BC 810.49
TC 811.33
BC 810.83
TC 811.33
BC 810.83
810.58
811.05
TC 811.61
BC 811.11
TC 811.77
BC 811.27MEG 811.45
MEG 811.25
MEG 811.27
811.31812.04811.02
811.45
817.40
811.45
817.40 817.40
811.30
813.30813.35
815.35815.40
817.40 817.40
817.78
817.90817.98
817.69
817.69
817.90
MEG 811.31
MEG 811.76
812.53
812.90
TOR 810.38
817.90
817.90
817.82
817.82
817.90
817.90
817.82
817.82
817.90
817.90
817.82
817.82
817.90
817.50
817.50
817.90
817.90
817.50
817.90
817.50
817.82
817.82
817.90
817.90
817.82
817.82
817.90
817.90
817.82
817.90
817.82
817.90
817.90816.72
817.61
817.90 817.90
817.82 817.82 817.90 817.90
817.82 817.82 817.90 817.90
817.82 817.82
817.90
TOR 816.48
TOR 816.84
817.63
817.49
817.98
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
TC 811.14
BC 810.64
811.30 811.30
811.73
810.99
811.01
FL 812.73
FL 812.20
FL 811.63
FL 813.21
FL 814.21
FL 815.33
FL 816.50
811.80 811.90
811.66
811.61
811.55
811.56
811.99
811.74 811.82
811.72
811.89
812.90
812.57
812.23
812.98
FL 812.10
817.55
817.55817.90
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98
F.F.E. 818.00
817.98 817.55
816.92
817.86
817.86
817.90
817.69
MEG 818.43
MEG 818.39
MEG 812.34 MEG 812.43
TW 818.79 TW 818.75
TW 813.48 TW 813.44
818.29 818.25
813.06 813.02
812.98 812.94
812.80MEG 812.84
818.20 818.24
813.34813.19
TW 815.32 TW 815.28
MEG 816.17 MEG 816.36
CONNECT PROPOSED
UNDERDRAINS TO EXISTING
STORM STRUCTURE
CONNECT PROPOSED
UNDERDRAINS TO EXISTING
STORM STRUCTURE
CONNECT PROPOSED
UNDERDRAIN TO EXISTING
STORM STRUCTURE
CONNECT PROPOSED
UNDERDRAIN TO PROPOSED
STORM STRUCTURE
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
GREYHOUND ACTIVITY CENTER
FINISH FLOOR = 818.00
MLAG = 817.61, MFPG = 818.61
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!
30 900 30 60
G2.3
GRADING PLAN - NORTH
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EDGE OF PAVEMENT
FLOWLINE
TOP OF WALL
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
APPROXIMATE LIMITS OF CONSTRUCTION
MEG
TC
BC
EP
TC
BC
750.65
FL
TW
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
ADDENDUM #1 1-6-20231
2 REGULATORY REVIEW1-18-2023
3 TAC RESPONSE 03-17-2023
4 5-5-2023TAC RESPONSE
06/27/23
TBM#3 = 803.80
SMOKEY ROW ROAD / E 136TH STREET
SMOKEY ROW ROAD / E 136TH STREET
K
E
Y
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1PROPERTY
L
INE
PROPERTY LINE
80.00' EMERGENCY SPILLWAY
ST-124
TOR: 805.60
ST-125
End Section
INV. 799.54 (NW)
ST-210
TOR: 808.55
ST-209
TOR: 808.26
ST-212
End Section
INV. 797.83 (NW)
ST-211
TOR: 808.64
ST-401
RIM. = 802.65'
INV. 797.22 (SW)
ST-211A
TOR: 808.33
804.65MEG 804.65
MEG 804.65
804.65
804.65
804.65
804.65
804.65
804.65
804.65804.65
804.65
MEG 808.31MEG 808.63
MEG 808.56
MEG 809.06
810.17
810.05
810.08
809.94
TC 809.82
BC 809.32
MEG 809.01
MEG 809.63
MEG 809.74
MEG 809.54
MEG 810.04
MEG 799.00
FL 799.54
MEG 809.31
MEG 809.72
MEG 809.71
MEG 809.25
MEG 808.56
MEG 808.59
MEG 808.60
MEG 808.45
MEG 809.05
MEG 809.07
MEG 808.65
MEG 808.56
804.65
802.65
802.65
MEG 808.15
DRY DETENTION BASIN
TOTAL CONTRIBUTING AREA = 45.26 ACRES
BOTTOM OF POND = 797.83
TOP OF BANK = 804.65
10 YEAR ELEVATION = 801.50
10 YEAR RELEASE RATE = 4.49 CFS
10 YEAR STORAGE VOLUME = 4.65 AC/FT
100 YEAR ELEVATION = 802.65
100 YEAR RELEASE RATE = 12.65 CFS
100 YEAR STORAGE VOLUME = 9.91 AC/FT
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!
40 1200 40 80
G2.4
GRADING PLAN - SOUTHEAST
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EDGE OF PAVEMENT
FLOWLINE
TOP OF WALL
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
APPROXIMATE LIMITS OF CONSTRUCTION
MEG
TC
BC
EP
TC
BC
750.65
FL
TW
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 04.26.2023
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
SEE SITE PLAN - NORTHEAST - G2.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE PLAN - SOUTH - G2.11 REGULATORY REVIEW1-18-2023
2 ADDENDUM #1 1-25-2023
3 TAC RESPONSE 03-17-2023
4 SSB FINAL CD'S 4-26-2023
5 5-5-2023TAC RESPONSE
6 5-24-2023TAC RESPONSE
06/27/23
TBM#1 = 813.74 KEYS
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
MEG
P
RO
P
ER
T
Y
LI
N
E
ST-118
TOR: 811.49
ST-120
TOR: 811.13
ST-117
TOR: 811.05
ST-119
TOR: 810.52
ST-121
TOR: 809.96
ST-123
TOR: 807.59
810.00
809.00
808.75
MEG 811.09
MEG 810.81
TC 811.85
BC 811.35
811.37
811.55
TC 811.42
BC 810.92
811.80 811.90
811.66
811.61
811.55
811.56
811.99
811.74 811.82
811.72
811.89
812.23
ST-122
TOR: 809.95
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
30 90 0 30 60
G2.5
GRADING PLAN - NORTHEAST
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EDGE OF PAVEMENT
FLOWLINE
TOP OF WALL
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
APPROXIMATE LIMITS OF CONSTRUCTION
MEG
TC
BC
EP
TC
BC
750.65
FL
TW
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
SEE GRADING PLAN - SOUTHEAST - G1.4 (NOT IN PROJECT)
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-17-2023
3 5-5-2023TAC RESPONSE
06/27/23
UPREF.23'-8 5/8"26'-6 3/8"23'-8 5/8"32'-7 5/8"20'-8"76'-0"
52'-8"
31'-10"
18 '-9 5/8"TBM#1 = 813.74
TBM#2 = 809.81
TBM#3 = 803.80FINAL PLAT OFARDEN TOWNHOMESINSTR. #2007001171LOT
1201
LOT
1202
LOT
1203
LOT
1204
LOT
1205
LOT
1206
LOT
1207
LOT 1301
LOT 1302
LOT 1303
LOT 1304
LOT 1305
LOT 1306
LOT 1401
LOT 1402
LOT 1403
LOT 1404
LOT 1405
LOT 1406
LOT 1701
LOT 1702
LOT 1703
LOT 1704
LOT 401
LOT 402
LOT 403
LOT 404
LOT 405
LOT 301
LOT 302
LOT 303
LOT 304
LOT 305
LOT 201
LOT 202
LOT 203
LOT 204
LOT 205
LOT 101
LOT 102
LOT 103
LOT 104
LOT 105
COMMON AREA "B" COMMON AREA "N"PRIVATE ALLEY
COMMON AREA "L"
COMMON AREA "H"
COMMON AREA "F"
COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEY P ROPE
R
T
Y
LINE
P ROPE
R
T
Y
LI
N
E
P
ROP
E
R
T
Y
LI
N
E
PROPERTY
L
INE
P
ROP
ER
T
Y
LI
N
E
PROPERTY LINE
PROPERTY LINE
PTCW SF SFSF SF SF SF SFSF1
PTCW SFSF
SF
SFSFSFSFSF
FDC
FDC
FDC
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
EXISTING DRY DETENTION
POND - BMP
AQUASWIRL XC-11
(ON-LINE UNIT)
AQUASWIRL XC-12
(OFF-LINE UNIT)
NATIVE VEGETATION
NATIVE VEGETATION
NATIVE VEGETATION
NATIVE VEGETATION
"DO NOT SPRAY" SIGN
"DO NOT SPRAY" SIGN
"DO NOT SPRAY" SIGN
"DO NOT SPRAY" SIGN
"DO NOT SPRAY" SIGN
GREYHOUND ACTIVITY CENTER
SOUTH ENTRANCE BUILDINGS
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
G3.0
EROSION CONTROL PLAN -
OVERALL
80 2400 80 160
SEE EROSION CONTROL PLAN G3.4
(SOUTH SUPPORT BUILDINGS PROJECT)
SEE EROSION CONTROL PLAN G3.5
(GREYHOUND ACTIVITY CENTER PROJECT)
SEE EROSION CONTROL PLAN G3.3
(GREYHOUND ACTIVITY CENTER PROJECT)
SEE EROSION CONTROL PLAN G3.1
(SOUTH SUPPORT BUILDINGS PROJECT)
SEE EROSION CONTROL PLAN G3.2
(NOT IN PROJECT)
1 REGULATORY REVIEW1-18-2023
SEE EROSION CONTROL PLAN G3.6
(SOUTH SUPPORT BUILDINGS PROJECT)
2 TAC RESPONSE 03-17-2023
06/27/23
REF.23 '-8 5/8"26 '-6 3/8"23 '-8 5/8"28 '-0 3/8"20 '-8"32 '-7 5/8"20 '-8"175 '-11 5/8"76'-0"26'-0"76 '-0"52'-8"31'-10"18'-9 5/8"SMOKEY ROW ROAD / E 136TH STREET
TBM#2 = 809.81
PROPERTY LINE
2 2
2
2 2
FDC FDC FDC FDC FDC FDC FDCPTCW
5
6
4
4
4
4
2
2
3SFSFSF SFSFS
F
S
F
SF SF SF SF SF SFSF SFSFSFSFSFSFSFSFSFSFS
F
SFSFSFSFSFSFSFSFSF
SFSFSFSF1
1
1
1
1
1
1
1
1
8 8
7
10
10
10
10
10
9
9
9
9
9
2
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!
G3.1
EROSION CONTROL PLAN -
SOUTH
SOUTH ENTRANCE BUILDING SOUTH ENTRANCE BUILDING
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. SEE DRAWING G4.1 FOR EROSION CONTROL DETAILS.
3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED
BY THE INSPECTOR.
GENERAL NOTES
EROSION CONTROL KEYNOTES
1. SILT FENCE
2. INLET SEDIMENT PROTECTION
3. CONSTRUCTION ENTRANCE DRIVE
4. SEED DISTURBED AREAS
5. PORTABLE TOILET - ANCHOR TO PREVENT SPILLS
6. CONCRETE WASHOUT
7. SWPPP INFORMATION BOARD
8. EROSION CONTROL BLANKET
9. CONSTRUCTION LIMITS
10. DURING CONSTRUCTION KEEP PAVEMENT AND
SIDEWALKS CLEAN AND WORK AREAS IN AN
ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES
BEFORE LEAVING SITE TO AVOID TRACKING SOIL
ONTO ROADS OR OTHER PAVED AREAS.
EROSION CONTROL LEGEND
CW
SF SF
PTSEE EROSION CONTROL PLAN - SOUTHEAST- G3.4SEE EROSION CONTROL PLAN - WEST - G3.6SEE EROSION CONTROL PLAN - CENTER - G3.2
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-07-2023
06/27/23
UP2
TBM#1 = 813.74
KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
P ROPE
R
T
Y
LI
N
E
P
RO
P
E
R
T
Y
L
I
N
E
PTCW SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF
SF
S
F SFSFSFSFSFSFSFSFSF2
2
2
2
2
2
2
2
2 2 2 2
2
2
2
2
2
2 2
2
1
1
1
1 1 1
1
1
1
3
4
4
4
4
4
4
56 7
88
8
8
8
10
10
4
9
9
9
9
9 9
FDC FDC
FDC FDC
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
GREYHOUND ACTIVITY CENTER
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!
30 900 30 60
G3.3
EROSION CONTROL PLAN -
NORTH
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. SEE DRAWING G4.1 FOR EROSION CONTROL DETAILS.
3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED
BY THE INSPECTOR.
GENERAL NOTES
EROSION CONTROL KEYNOTES
1. SILT FENCE
2. INLET SEDIMENT PROTECTION
3. CONSTRUCTION ENTRANCE DRIVE
4. SEED DISTURBED AREAS
5. PORTABLE TOILET - ANCHOR TO PREVENT SPILLS
6. CONCRETE WASHOUT
7. SWPPP INFORMATION BOARD
8. EROSION CONTROL BLANKET
9. CONSTRUCTION LIMITS
10. DURING CONSTRUCTION KEEP PAVEMENT AND
SIDEWALKS CLEAN AND WORK AREAS IN AN
ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES
BEFORE LEAVING SITE TO AVOID TRACKING SOIL
ONTO ROADS OR OTHER PAVED AREAS.
EROSION CONTROL LEGEND
CW
SF
PT
SEE EROSION CONTROL PLAN -
WEST - G3.6 (NOT IN PROJECT)
SEE EROSION CONTROL PLAN - CENTER - G3.2 (NOT IN PROJECT)SEE EROSION CONTROL PLAN - NORTHEAST - G3.5SEE EROSION CONTROL PLAN - CENTER - G3.2 (NOT IN PROJECT)
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-07-2023
06/27/23
TBM#3 = 803.80
SMOKEY ROW ROAD / E 136TH STREET
SMOKEY ROW ROAD / E 136TH STREET
K
E
Y
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1PROPERTY
L
I
NEPROPERTY LINE
4
4
4
4
4
4
8 8
8
8
8
8
8
2
2 2
SF SFSFSFS1
10
10
4
11
11
9
9
9
9
9
9
9
9
12
2
13
13
13
13
13
2 2
2
2
SECTION A-A - DETENTION BASIN
SCALE 1"=10'-0"
PROPERTY LINEEXISTING TREE
EXISTING
PARKING LOT
LAWN
DO NOT SPRAY SIGN
NATIVE PLANTINGS NATIVE PLANTINGS LAWN
800
805
810
815
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!
40 1200 40 80
G3.4
EROSION CONTROL PLAN -
SOUTHEAST
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. SEE DRAWING G3.11 FOR EROSION CONTROL DETAILS.
3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED
BY THE INSPECTOR.
GENERAL NOTES
EROSION CONTROL KEYNOTES
2. INLET SEDIMENT PROTECTION
4. SEED DISTURBED AREAS
8. EROSION CONTROL BLANKET
9. CONSTRUCTION LIMITS
10. DURING CONSTRUCTION KEEP PAVEMENT AND
SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLY
CONDITION. CLEAN WHEELS OF VEHICLES BEFORE
LEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS OR
OTHER PAVED AREAS.
11. RIPRAP AT PIPE END SECTION - PER DETAIL J/G3.71
12. ROCK DONUT - PER DETAIL K/G3.71
13. DO NOT SPRAY SIGN - PER DETAIL L/G3.71
EROSION CONTROL LEGEND
CW
SF SF
PT
SEE EROSION CONTROL PLAN - NORTHEAST - G3.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE EROSION CONTROL PLAN - SOUTH - G3.1COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 04.26.2023
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
2 ADDENDUM #1 1-25-2023
1 REGULATORY REVIEW1-18-2023
3 TAC RESPONSE 03-07-2023
4 SSB FINAL CD'S 4-26-2023
A
G3.4
5 TAC RESPONSE 05-24-2023
06/27/23
TBM#1 = 813.74 KEYS
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
KEY
S
T
O
N
E
A
V
E
N
U
E
/ S
.
R
.
4
3
1
P
RO
P
ER
T
Y
L
I
N
E
SF
SF
S
F2
2
2
2
4
4
4
4
4
9
9
9
99
9
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
30 900 30 60
G3.5
EROSION CONTROL PLAN -
NORTHEAST
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. SEE DRAWING G4.1 FOR EROSION CONTROL DETAILS.
3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED
BY THE INSPECTOR.
GENERAL NOTES
EROSION CONTROL KEYNOTES
1. SILT FENCE
2. INLET SEDIMENT PROTECTION
3. CONSTRUCTION ENTRANCE DRIVE
4. SEED DISTURBED AREAS
5. PORTABLE TOILET - ANCHOR TO PREVENT SPILLS
6. CONCRETE WASHOUT
7. SWPPP INFORMATION BOARD
8. EROSION CONTROL BLANKET
9. CONSTRUCTION LIMITS
10. DURING CONSTRUCTION KEEP PAVEMENT AND
SIDEWALKS CLEAN AND WORK AREAS IN AN
ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES
BEFORE LEAVING SITE TO AVOID TRACKING SOIL
ONTO ROADS OR OTHER PAVED AREAS.
EROSION CONTROL LEGEND
CW
SF
PTSEE EROSION CONTROL PLAN - NORTH - G3.3SEE EROSION CONTROL PLAN - SOUTHEAST - G3.4 (NOT IN PROJECT)
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-07-2023
06/27/23
MmC2
YmsB2
OcA
YoxB2
YoxA
YsnA
YoxB2
YwqA
OcB2
Br
PROJECT SITE
G3.61
STORMWATER POLLUTION
PREVENTION PLAN
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!
Call 811 or 800-382-5544 Before you Dig!
B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTVITIES
THERE IS A POTENTIAL FOR POLLUTANTS ASSOCIATED WITH CONSTRUCTION MACHINERY
INCLUDING DIESEL FUEL, HYDRAULIC FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE AND
OTHER PETROLEUM PRODUCTS. SOIL AND SEDIMENT DISTURBED DURING EARTHWORK ACTIVITIES
COULD BE BECOME POLLUTANTS IF THE TRANSPORT OF THESE MATERIALS BY WIND AND/OR
WATER IS NOT MEDIATED BY EROSION CONTROL MEASURES. CONSTRUCTION VEHICLES NEED TO
BE INSPECTED DAILY. CONTRACTOR SHALL HAVE SPILL CONTAINMENT TRAYS ALONG WITH A
UNIVERSAL SPILL KIT ONSITE. ANY SPILL SHALL BE ADDRESSED IMMEDIATELY. CONTAMINATED SOIL
/ STONE SHALL BE REMOVED.
B2 CONSTRUCTION ENTRANCE
THE CONSTRUCTION ENTRANCE SHALL BE LOCATED AT THE ENTRANCE TO THE PROJECT. THE
PLANNED LOCATION CAN BE FOUND ON THE EROSION CONTROL PLAN.
B3 TEMPORARY SURFACE STABILIZATION
TEMPORARY SURFACE STABILIZATION IS REQUIRED WHEN DISTURBED AREAS ARE EXPECTED TO
REMAIN INACTIVE FOR A PERIOD EXCEEDING 7 DAYS. THESE AREAS ARE PLANNED FOR
TEMPORARY SEEDING ACCORDING TO THE SEEDING TABLE PROVIDED ON THE EROSION CONTROL
DETAIL SHEET.MULCH AND STONE MAY BE USED AS WELL TO STABILIZE BARE SOIL. STABILIZATION
MUST BE COMPLETED 14 DAYS AFTER INITIATION.
B4 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW
EROSION CONTROL BLANKET SERVES AS CONCENTRATED FLOW SEDIMENT CONTROL
MEASURES.THESE MEASURES ARE SHOWN ON THE EROSION CONTROL PLANS. DETAILS CAN
BE FOUND ON THE EROSION CONTROL PLAN.
B5 SEDIMENT CONTROL MEASURES FOR SHEET FLOW
SILT FENCE SEDIMENT CONTROL MEASURES ARE SHOWN ON THE EROSION CONTROL PLANS.
DETAILS CAN BE FOUND ON THE EROSION CONTROL PLAN.
B6 RUNOFF CONTROL MEASURES
RUNOFF CONTROL MEASURES INCLUDE SILT FENCE WHICH IS SHOWN ON THE EROSION
CONTROL PLANS. DETAILS CAN BE FOUND ON THE EROSION CONTROL PLAN.
B7 STORMWATER OUTLET PROTECTION
STORM WATER OUTLETS ALL DISCHARGE DIRECTLY TO NEW STORM SEWER STRUCTURES.
OUTLETS ARE SHOWN ON THE EROSION CONTROL PLANS.
B8 GRADE STABILIZATION STRUCTURES
RIP RAP APRONS AT OUTLETS WILL BE UTILIZED TO PREVENT GRADE DESTABILIZATION. SEE
EROSION CONTROL PLANS FOR LOCATIONS. DETAILS CAN BE FOUND ON THE EROSION CONTROL
PLANS.
B9 DEWATERING MANAGEMENT
SHOULD DEWATERING BE NECESSARY, WATER SHALL BE DIRECTED TO A SEDIMENT BASIN OR
SEDIMENT TRAP PRIOR TO DISCHARGE. DEWATERING BAGS MAY ALSO BE INTRODUCED TO
CONTROL SEDIMENT.
B10 MEASURES IN WATERBODIES
NO IN-STREAM WORK WILL BE REQUIRED ON THIS PROJECT.
B11 STORMWATER QUALITY MEASURES MAINTENANCE GUIDELINES
STORMWATER INLET CONTROL MEASURES CONSISTING OF TEMPORARY SEDIMENT BAGS ARE
SHOWN ON THE EROSION CONTROL PLANS. DETAILS CAN BE FOUND ON THE EROSION CONTROL
DETAIL SHEET. ANY DISCHARGE OF WATER FROM DEWATERING OR GROUND WATER FROM
EXCAVATIONS, TRENCHES, FOUNDATIONS, ETC. MUST BE DIRECTED TO AN APPROPRIATE
SEDIMENT CONTROL MEASURE OR SERIES OF EROSION CONTROL MEASURES THAT MINIMIZE THE
DISCHARGE OF SEDIMENT. CONTRACTOR SHALL MONITOR ALL EROSION CONTROL MEASURES AND
PERFORM MAINTENANCE AS OUTLINED IN THE MANUFACTURERS SPECIFICATIONS OR AS REQUIRED
TO ENSURE PROPER WORKING ORDER OF EACH DEVICE. MONITORING AND MAINTENANCE
GUIDELINES FOR EACH EROSION CONTROL BEST MANAGEMENT PRACTICE IS INCLUDED WITH THE
DETAIL FOR THAT PRACTICE. EROSION CONTROL PRACTICE DETAILS ARE FOUND ON THE EROSION
CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING WEEKLY INSPECTION
REPORTS FOR THE PURPOSE OF EVALUATING THE EFFECTIVENESS AND CONDITIONS OF THE
INSTALLED PRACTICES. DAILY INSPECTIONS ARE REQUIRED DURING PERIODS OF RAINFALL EQUAL
TO OR EXCEEDING 1/2". MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED.
B12 EROSION AND SEDIMENT CONTROL MEASURES BUILDING LOTS
THERE ARE NO INDIVIDUAL BUILDING LOTS CREATED AS PART OF THIS PROJECT.
B13 SEQUENCE OF STORMWATER QUALITY MEASURE IMPLEMENTATION
PRIOR TO MOBILIZING HEAVY EQUIPMENT, THE TEMPORARY STONE CONSTRUCTION ENTRANCE
SHALL BE INSTALLED. IMMEDIATELY UPON MOBILIZING, THE CONTRACTOR SHALL POST THE
NECESSARY PERMITS AND CONSTRUCTION GENERAL STORMWATER PERMIT DOCUMENTATION AT
THE ENTRANCE TO THE SITE. PRIOR TO STARTING EARTHWORK OPERATIONS OR ANY OTHER SOIL
DISTURBING ACTIVITY, ALL THE SILT FENCE SHALL BE INSTALLED . ALONG WITH THE SILT FENCE
INSTALLATION, ALL EXISTING INLETS SHALL BE PROTECTED AS INDICATED ON THE
PLAN.TEMPORARY SEEDING, EROSION CONTROL BLANKET AND RIPRAP SHALL BE INSTALLED AS
EARTHWORK IS IMPLEMENTED. FINAL STABILIZATION SHALL INCLUDE REMOVAL OF ALL TEMPORARY
CONTROL MEASURES, INSTALLATION OF TOPSOIL AND SEEDING IN AREAS TO RECEIVE PERMANENT
SEEDING HAS BEEN ACHIEVED WITH 70% COVERAGE REALIZED, FINAL GRADES AND COMPACTION
ARE COMPLETE, STORM STRUCTURES AND ROAD SURFACES HAVING BEEN CLEANED.
B14 MATERIAL HANDLING AND SPILL PREVENTION
SPILL PREVENTION SHALL BE ACCOMPLISHED BY UTILIZING SPILLGUARDS FOR EQUIPMENT
FUELING. EQUIPMENT IN NEED OF REPAIR SHALL BE REMOVED FROM SITE FOR THE NECESSARY
MAINTENANCE. NO EQUIPMENT SPILLGUARDS SHALL BE 3'X3'X6" AND SHALL BE CONSTRUCTED OF
A MATERIAL RESISTANT TO PETROLEUM PRODUCTS. ON-SITE FUEL STORAGE TANKS SHALL HAVE
EMERGENCY STORAGE CAPACITY DIRECTLY BELOW THE TANK IN CASE OF RUPTURE. ANY
HAZARDOUS MATERIAL SPILLAGE SHALL BE COLLECTED AND/OR CLEANED IMMEDIATELY BY A
TRAINED INDIVIDUAL AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL
REGULATIONS.
B15 MATERIAL HANDLING AND STORAGE PROCEDURES
WASTE CONTAINERS (TRASH RECEPTACLES MUST BE MANAGED TO REDUCE THE DISCHARGE OF
POLLUTANTS AND BLOWING OF DEBRIS. WASTE CONTAINERS MUST HAVE A COVER TO MINIMIZE
EXPOSURE OF WASTE TO PRECIPITATION OR WASTE MUST BE REMOVED FROM THE SITE DAILY AND
DISPOSED OF PROPERLY. CONCRETE WASHOUT OUT AREAS ARE OUTLINED ON THE PLANS.
PROPER INSTALLATION, MAINTENANCE AND UTILIZATION SHALL BE OBSERVED TO CONTROL
CONCRETE AND CEMENTITIOUS WATER. CONCRETE WASHOUT AREAS SHALL BE LEAK PROOF AND
LOCATED AWAY FROM STORMWATER INLETS AND DISCHARGE POINTS. PROPER STORAGE AND
HANDLING OF MATERIALS, SUCH AS FUELS OR HAZARDOUS WASTES MUST BE IMPLEMENTED TO
MINIMIZE THE POTENTIAL FOR POLLUTANTS TO CONTAMINATE SURFACE OR GROUND WATER OR
DEGRADE SOIL QUALITY.
STORMWATER POLLUTION PREVENTION -
DURING CONSTRUCTION - SECTION B
STORMWATER POLLUTION PREVENTION -
POST CONSTRUCTION SECTON C
C1 POTENTIAL POLLUTANTS ASSOCIATED WITH PROPOSED LAND USE
THE FUTURE USE OF THE IMPROVED AREAS INVOLVES THE DRIVING AND PARKING OF
PRIVATE VEHICLES ON ASPHALT / STONE PAVED SURFACES. CONTAMINANTS
TYPICALLY FOUND IN PARKING AREAS AND ON ROADS INCLUDE THE FOLLOWING;
1. OIL & GREASE
2. ANTIFREEZE
3. BRAKE FLUID & BRAKE DUST
4. RUBBER FRAGMENTS
5. GASOLINE, DIESEL FUEL AND OTHER HYDROCARBONS
6. METALS FROM VEHICLES
7. GRIT AND SEDIMENT FROM WEARING OF THE ROAD SURFACE
8. MATERIAL FALLING OR WASHING OFF OF VEHICLES
9. TRASH AND OTHER BIOLOGICAL AGENTS CONTAINED IN THE TRASH
C2 PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES
DRY DETENTION SYSTEM
THE EXISTING DRY DETENTION SYSTEM WILL TEMPORARILY HOLD, AND GRADUALLY
RELEASE EXCESS STORMWATER FROM STORM EVENTS WHILE PERFORMING A
SEDIMENT REMOVAL FUNCTION. DETENTION IS ACHIEVED THROUGH THE USE OF AN
OUTLET STRUCTURE THAT REGULATES THE RATE OF STORMWATER OUTFLOW. THE
EXISTING DRY DETENTION POND WILL REMAIN IN PLACE AS A PERMANENT FEATURE
POST CONSTRUCTION. DRY DETENTION TO HAVE NATIVE VEGETATION WHICH HELPS
FILTER OUT POLLUTANTS AND INCREASE STORMWATER UPTAKE THROUGH THE
PLANT ROOTS.
MECHANICAL BMP'S
THE MECHANICAL BMP'S ARE LOCATED UPSTREAM OF THE EXISTING DRY DETENTION
POND AND WILL REMAIN IN PLACE AS A PERMANENT FEATURE AFTER CONSTRUCTION
IS COMPLETED. THE PURPOSE OF THIS MEASURE IS TO PROVIDE A SEDIMENT
REMOVAL FUNCTION.
SEDIMENT SUMP
A SEDIMENT SUMP IS DESIGNED TO RETAIN GRIT AND DEBRIS BELOW THE POINT OF
OVERFLOW.
GOOD HOUSE KEEPING MEASURES
GOOD HOUSEKEEPING MEASURES SUCH AS REGULAR STREET VACUUMING,
INSTALLATION OF TRASH RECEPTACLES, AND REDUCTION IN FERTILIZER OVERSPRAY
CAN BE INCORPORATED BY THE OWNER AND/OR OCCUPANT.
VACUUM CLEAN ALL PAVED AREAS PRIOR TO REMOVING INLET PROTECTION.
NATIVE VEGETATION
NATIVE VEGETATION HELPS FILTER OUT POLLUTANTS AND INCREASE STORMWATER
UPTAKE THROUGH THE PLANT ROOTS.
C3 PLAN DETAIL FOR STORMWATER MEASURES
DETAILS FOR STORMWATER MEASURES ARE SHOWN ON THE EROSION CONTROL
DETAIL SHEET
C4 SEQUENCE OF STORMWATER MEASURE IMPLEMENTATION
AN EXISTING STORMWATER DRY DETENTION BASIN IS LOCATED AT THE SOUTHEAST
CORNER OF THE SITE. THIS DRY BASIN WILL BE UTILIZED FROM THE OUTSET OF
CONSTRUCTION. OBSERVATION OF THIS WILL BE CONDUCTED THROUGHOUT
CONSTRUCTION AND A FINAL INSPECTION WILL BE CONDUCTED AT THE END OF
CONSTRUCTION TO ADDRESS ANY SEDIMENT REMOVAL REQUIREMENTS.
C5 MAINTENANCE GUIDELINES OF POST CONSTRUCTION STORMWATER QUALITY
MEASURES
MAINTENANCE REQUIREMENTS FOR THE STORMWATER QUALITY MEASURES WHICH
WILL REMAIN IN PLACE AFTER CONSTRUCTION IS COMPLETE, ARE DESCRIBED
BELOW. REFER TO THE BMP OPERATIONS AND MAINTENANCE MANUAL FOR MORE
DETAILED MAINTENANCE REQUIREMENTS.
EXISTING DRY DETENTION POND
INSPECT PERIODICALLY AS NEEDED AFTER EACH MAJOR RAINFALL EVENT OR AT
LEAST EVERY SIX MONTHS. ANY TRASH OR DEBRIS ACCUMULATED WITHIN THE
SYSTEM SHOULD BE REMOVED IMMEDIATELY. SEDIMENT AND TRASH DEBRIS SHALL
BE DISPOSED OF OFF SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS.
MECHANICAL BMP'S
FREQUENT INSPECTION AND CLEANING IS CRITICAL FOR PROPER OPERATION.
RECOMMENDED INSPECTION AND MAINTANCE SCHEDULES VARY WITH
MANUFACTURER.
SEDIMENT SUMP
FREQUENT INSPECTION AND CLEANING IS CRITICAL FOR PREVENTING/REDUCING
SEDIMENT FROM ENTERING THE UNDERGROUND DETENTION SYSTEM. RECOMMEND
INSPECTING AFTER EACH MAJOR RAINFALL EVENT.
C6 RESPONSIBLE ENTITY FOR POST CONSTRUCTION MEASURES
THE SKILLMAN GROUP
JACOB BOWER
3834 SOUTH EMERSON AVENUE
INDIANAPOLIS, IN. 46203
PHONE: 317-788-5142
EMAIL: jbower@skillman.com
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!
Call 811 or 800-382-5544 Before you Dig!
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 04.26.2023
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
A2 VICINITY MAP
THE VICINITY MAP IS LOCATED ON THIS SHEET. THE PROJECT SITE IS ADJACENT TO
THE CARMEL HIGH SCHOOL FOOTBALL STADIUM LOCATED ON THE NORTH SIDE OF
SMOKEY ROW ROAD WEST OF STADIUM DRIVE.
A3 PROJECT NARRATIVE
THIS PROJECT INVOLVES THE CONSTRUCTION OF A NEW ACTIVITY CENTER BUILDING
AND A SUPPORT BUILDING INCLUDING RELATED INFRASTRUCTURE.
A4 LATITUDE AND LONGITUDE
LATITUDE N 39° 59' 19.3"; LONGITUDE W 86° 07' 10.9"
A5 LEGAL DESCRIPTION
THE PROJECT PROPERTY IS LOCATED IN HAMILTON COUNTY INDIANA ON THE CARMEL
HIGH SCHOOL CAMPUS. (LEGAL DESCRIPTION UNDER SEPERATE COVER)
A6 11 x 17 INCH PLAT
REFER TO SITE PLAN
A7 BOUNDARIES OF 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND
FLOODWAYS
NO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ARE LOCATED ON THIS SITE
A8 ADJACENT LAND USE
ADJACENT LAND USE IS RESIDENTIAL ON ALL SIDES.
A9 IDENTIFICATION OF U.S. EPA APPROVED OR ESTABLISHED TMDL
COOL CREEK DOES NOT HAVE AN ESTABLISHED TMDL
A10 RECEIVING WATERS
THE RECEIVING WATER IS COOL CREEK LOCATED ON THE SOUTH SIDE OF SMOKEY
ROW ROAD.
A11 IDENTIFICATION OF DISCHARGES TO WATER ON 303(d) LIST
VIA THE IDEM ATTAINS RECORD COOL CREEK IF THREATEND BY ELEVATED PATHOGEN
LEVELS.
A12 SOILS MAP AND SOIL DESCRIPTION
THE SOILS MAP AND SOIL DESCRIPTIONS CAN BE FOUND ON THIS SHEET.
A13 WETLANDS, LAKES AND WATER COURSES
THERE ARE NO WETLANDS, LAKES OR WATER COURSES LOCATED WITHIN THE
PROJECT SITE.
A14 STATE AND/OR FEDERAL WATER QUALITY PERMITS
A CONSTRUCTION GENERAL STORMWATER PERMIT WILL BE NEEDED FROM THE
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
A15 EXISTING VEGETATIVE COVER
THE EXISTING SITE VEGETATION MAINLY CONSISTS OF GRASS AND MAINTAINED LAWN
AREAS.
A16 EXISTING SITE TOPOGRAPHY
THE EXISTING SITE TOPOGRAPHY CAN BE FOUND ON THE SITE SURVEY. THE SITE
GENERALLY SLOPES FROM NORTH TO SOUTH.
A17 STORMWATER DISCHARGE ENTERING SITE
STORMWATER DISCHARGE DOES NOT ENTER THE PROJECT SITE.
A18 STORMWATER DISCHARGE LEAVING SITE
STORMWATER DISCHARGE WILL LEAVE THE SITE VIA A STORM SYSTEM COMPRISED
OF EXISTING AND PROPOSED STORM PIPES AND STRUCTURES. ONSITE STORMWATER
IS COLLECTED IN THE EXISTING DRY DETENTION BASIN PRIOR TO RELEASE.
A19 LOCATION OF EXISTING STRUCTURES
LOCATION OF ALL EXISTING STRUCTURES CAN BE FOUND ON THE SURVEY SHEETS.
A20 EXISTING PERMANENT RETENTION / DETENTION FACILITIES / WETLANDS
THERE IS AN EXISTING DRY DETENTION BASIN LOCATED AT THE SOUTHEAST CORNER
OF THE PROJECT SITE. SEE SURVEY SHEETS.
A21 STORMWATER DIRECT DISCHARGE TO GROUNDWATER
THERE ARE NO INFILTRATION WELLS, SINKHOLES OR DRYWELLS CURRENTLY
LOCATED OR PROPOSED FOR THE PROJECT SITE.
A22 PROJECT AREA
THE TOTAL PROJECT SITE AREA IS 48.84± ACRES. THE PROJECT AREA IS DEPICTED ON
THE EROSION CONTROL PLANS
A23 DISTURBED AREA
THE TOTAL OF DISTURBED AREA IS TO BE 14.67± ACRES.
A24 PROPOSED FINAL TOPOGRAPHY
FINAL TOPOGRAPHY IS DEPICTED ON THE GRADING PLANS.
A25 LOCATION OF BOUNDARIES OF DISTURBED AREAS
DISTURBED AREAS ARE NOTED ON THE EROSION CONTROL PLAN.
A26 LOCATION OF STORMWATER DRAINAGE SYSTEM
STORMWATER SYSTEMS ARE LOCATED ON ALL SIDES OF THE PROJECT. SEE SITE
UTILITY PLANS.
A27 LOCATION OF STORMWATER AND NON-STORMWATER DISCHARGE
LOCATIONS
STORMWATER COLLECTED BY STORM STRUCTURES AND UNDERGROUND PIPES
LEAVE THE SITE FROM THE EXISTING DRY DETENTION BASIN LOCATED AT THE
SOUTHEAST CORNER OF THE PROJECT SITE . SEE SITE UTILITY PLANS.
A28 LOCATION OF SITE IMPROVEMENTS
SITE IMPROVEMENTS CAN BE FOUND ON THE SITE PLANS. SITE UTILITIES CAN BE
FOUND ON THE SITE UTILITY PLANS. NO OFFSITE IMPROVEMENTS ARE PART OF THIS
PROJECT.
A29 SOIL STOCKPILES
NO SOIL STOCKPILES WILL BE CREATED AS PART OF THIS PROJECT.
DEMOLITION MATERIALS WILL REMOVED FROM SITE AND DISPOSED OF AT AN
APPROVED SITE.
A30 CONSTRUCTION SUPPORT ACTIVITIES
STAGING AREA FOR CONSTRUCTION LAYDOWN IS PLANNED FOR THE EAST SIDE OF
THE PROJECT AREA.
A31 LOCATION OF IN-STREAM ACTIVITIES
NO IN-STREAM ACTIVITY WILL BE USED ON THIS PROJECT
A32 HYDROLOGIC UNIT CODE
THE HYDROLOGIC UNIT CODE FOR THIS PROJECT IS: 05120201090030
A33 PRE-CONSTRUCTION AND POST CONSTRUCTION PEAK DISCHARGE
Q PRE (10YR.) = 21.46 cfs Q POST (10 YR.) = 4.49 cfs
ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS
SECTION A
A1 PLAN INDEX
ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS
A1 PLAN INDEX - SWPP PLAN SHEET
A2 VICINITY MAP - SWPP PLAN SHEET
A3 PROJECT NARRATIVE - SWPP PLAN SHEET
A4 LATITUDES AND LONGITUDE - SWPP PLAN SHEET
A5 LEGAL DESCRIPTION - SEE SURVEY SHEETS
A6 11"X17" PLAN - SEPARATE DOCUMENT
A7 BOUNDARIES 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND
FLOODWAYS - SURVEY SHEETS
A8 ADJACENT LAND USE - SWPP PLAN SHEET
A9 IDENTIFICATION OF U.S. EPA APPROVED OR ESTABLISHED TMDL
A10 RECEIVING WATERS
A11 IDENTIFICATION OF DISCHARGES TO WATER ON 303(d) LIST
A12 SOIL MAP AND SOIL DESCRIPTION - SWPP PLAN SHEET
A13 WETLANDS, LAKES AND WATER COURSES - EROSION CONTROL PLANS
A14 STATE AND FEDERAL WQ PERMITS - SWPP PLAN SHEET
A15 EXISTING VEGETATIVE COVER - SITE SURVEY SHEETS
A16 EXISTING SITE TOPOGRAPHY - SITE SURVEY SHEETS
A17 STORMWATER DISCHARGE ENTERING SITE - GRADING PLANS
A18 STORMWATER DISCHARGE LEAVING SITE - GRADING PLANS
A19 LOCATION OF EXISTING STRUCTURES - SITE SURVEY PLANS
A20 EXISTING PERMANENT RETENTION / DETENTION FACILITIES WETLANDS
SITE SURVEY SHEETS
A21 STORMWATER DISCHARGE TO GROUNDWATER - GRADING PLANS
A22 PROJECT AREA - SWPP PLAND AND SITE PLANS
A23 DISTURBED AREA - EROSION CONTROL PLANS
A24 PROPOSED FINAL TOPOGRAPHY -GRADING PLANS
A25 LOCATION OF BOUNDARIES OF DISTURBED AREAS - EROSION CONTROL
PLANS
A26 LOCATION OF STORMWATER DRAINAGE SYSTEM - SITE UTILITY PLANS
A27 LOCATION OF STORMWATER AND NON-STORMWATER DISCHARGE
LOCATIONS - GRADING PLANS
A28 LOCATION OF SITE IMPROVEMENTS - SITE PLANS
A29 SOIL STOCKPILES - NONE
A30 CONSTRUCTION SUPPORT ACTIVITIES - SWPP PLAN
A31 LOCATION OF IN-STREAM ACTIVITIES - NONE
A32 HYDROLOGIC UNIT CODE - SWPP PLAN
A33 PRE CONSTRUCTION AND POST CONSTRUCTION DISCHARGE -
SWPP PLAN
STORM WATER POLLUTION PREVENTION - DURING CONSTRUCTION
B1 POTENTIAL POLLUTION SOURCES - SWPP SHEET
B2 CONSTRUCTION ENTRANCE - EROSION CONTROL PLANS
B3 TEMPORARY SURFACE STABILIZATION - EROSION CONTROL PLANS
B4 SEDIMENT CONTROL MEASURES FOR CONCENTRATED
FLOW - EROSION CONTROL PLANS
B5 SEDIMENT CONTROL MEASURES FOR SHEET
FLOW - EROSION CONTROL PLANS
B6 RUNOFF CONTROL MEASURES - EROSION CONTROL PLANS
B7 STORM WATER OUTLET PROTECTION - EROSION CONTROL PLANS
B8 GRADE STABILIZATION STRUCTURES - NONE
B9 DEWATERING MANAGEMENT - EROSION CONTROL DETAIL SHEET
B10 MEASURES IN WATERBODIES - NONE
B11 STORMWATER QUALITY MEASURES MAINTENANCE GUIDELINES
SWPP SHEET
B12 EROSION AND SEDIMENT CONTROL MEASURES BUILDING LOTS - NONE
B13 SEQUENCE OF STORM WATER QUALITY MEASURES - SWPP SHEET
B14 MATERIAL HANDLING AND SPILL PREVENTION - SWPP SHEET
B15 MATERIAL HANDLING AND STORAGE PROCEDURES - SWPP SHEET
STORM WATER POLLUTION PREVENTION - POST CONSTRUCTION
C1 POTENTIAL POLLUTANTS ASSOCIATED WITH PROPOSE LAND USE
SWPP SHEET
C2 PROPOSED POST CONSTRUCTION STORM WATER QUALITY MEASURES
SWPP SHEET
C3 PLAN DETAIL FOR STORMWATER MEASURES - EROSION CONTROL
PLANS
C4 LOCATION, DIMENSION, SPECIFICATIONS AND DETAILS OF EACH
STORMWATER QUALITY MEASURE - EROSION CONTROL PLANS
C5 MAINTENANCE GUIDELINES OF POST CONSTRUCTION STORMWATER
QUALITY MEASURES - SWPP SHEET
C6 RESPONSIBLE PERSON POST CONSTRUCTION - SWPP SHEET
GENERAL EROSION CONTROL REQUIREMENT NOTES
1. PERSONNEL ASSOCIATED WITH THE PROJECT MUST BE INFORMED OF
THE TERMS AND CONDITIONS OF A CONSTRUCTION STORMWATER
GENERAL PERMIT (CGSP), THE REQUIREMENTS WITHIN THE
STORMWATER POLLUTION PREVENTION PLAN (SWP3) AND THE
REQUIREMENTS OF THE EROSION CONTROL PLAN . THE PERMITTEE IS
REQUIRED TO DOCUMENT THIS PROCESS. PERSONNEL INCLUDE BUT ARE
NOT LIMITED TO: GENERAL CONTRACTORS, CONSTRUCTION
MANAGEMENT FIRMS, GRADING/EXCAVATING CONTRACTORS, CONCRETE
SUPPLIERS, SWP3 RESPONSIBLE PERSONS AND THOSE RESPONSIBLE
FOR ADMINISTERING THE SELF-MONITORING PROGRAM (SMP).
2. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS DEEMED
NECESSARY MAY BE REQUIRED BY IDEM OR THE CITY INSPECTOR.
SHEET REFERENCE
1-6 SURVEY SHEETS
G1.0 - G1.5 SITE PLANS
G2.0 - G2.5 GRADING PLANS
G3.0 - G3.5 EROSION CONTROL PLANS
G3.6 SWPP PLAN
G3.7 EROSION CONTROL DETAILS
SU1.0 - SU1.5 SITE UTILITY PLANS
SU2.1 - SU2.4 SITE UTILITY DETAILS
EROSION CONTROL REQUIREMENT NOTE:
"I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND
CONDITIONS OF THE CONSTRUCTION GENERAL STORMWATER PERMIT AND THE
STORMWATER POLLUTION PREVENTION PLAN THAT AUTHORIZES THE
STORMWATER DISCHARGE ASSOCIATED WITH ACTIVITIES FROM THE
CONSTRUCTION SITE. A TRAINED INDIVIDUAL, AS DEFINED BY THE NPDES GENERAL
PERMIT APPENDIX B, WILL BE USED FOR STORMWATER IMPLEMENTATION,
SELF-MONITORING AND STORMWATER PROJECT MANAGEMENT.
CONTRACTOR SIGNATURE
CONSTRUCTION SOLID WASTE MANAGEMENT
1. PROVIDE CONTINUOUS SITE MONITORING AND CLEANUP. COLLECT TRASH
ON A DAILY BASIS. PROVIDE AS MANY WASTE BINS AS NEEDED TO KEEP
SITE CLEAN OF LITTER AND WASTE. DURING EXTENDED PERIODS OF
RAINFALL, WASTE BINS MUST BE COVERED.
2. LOOSE MATERIALS RESULTING FROM THE CONSTRUCTION AND DEMOLITION
SHALL BE PROMPTLY REMOVED FROM THE SITE BY THE CONTRACTOR.
WHEN NECESSARY TO STORE CONSTRUCTION AND DEMOLITION DEBRIS
ONSITE, THE MATERIALS SHALL BE CONCEALED IN COVERED DUMPSTERS
OR STOCKPILED AND COVERED. LOCATE STOCK PILES SUFFICIENTLY FAR
AWAY FROM DRAINAGE INLETS (50 FT MINIMUM SEPARATION).
3. SEGREGATE AND RECYCLE WASTE MATERIALS WHEN APPROPRIATE.
4. ARRANGE FOR REGULAR WASTE COLLECTION BY LICENSED TRASH HAULER.
5. PROVIDE SECONDARY CONTAINMENT FOR HAZARDOUS MATERIAL
CONTAINERS.
6. COMPLY WITH ALL STATE AND LOCAL SOLID WASTE DISPOSAL AND
NUISANCE REQUIREMENTS.
7. TRAIN EMPLOYEES AND SUBCONTRACTORS TO USE PROPER SOLID WASTE
MANAGEMENT PRACTICES.
SANITARY WASTE MANAGEMENT
1. DO NOT PLACE TEMPORARY FACILITIES (PORT-O-LETS) ON PAVED AREAS.
LOCATE TEMPORARY FACILITIES AT LEAST 50 FEET FROM STORM DRAINAGE
INLETS.
2. UNTREATED RAW WASTEWATER MAY NOT BE DISCHARGED TO LAND, THE
STORM DRAIN SYSTEM OR TO SURFACE WATER BODIES.
3. SANITARY/SEPTIC FACILITIES SHOULD BE MAINTAINED IN GOOD WORKING
ORDER BY A LICENSED SERVICE PROVIDER.
4. ARRANGE REGULAR WASTE COLLECTION BY A LICENSED HAULER.
WMP COOL CREEK WMP
WATERSHED SPECIALIST KRISTI TODD
PHONE 317-308-3376
EMAIL kmtodd@idem.in.gov
AUID INW01A1_05
AU NAME COOL CREEK
CATEGORY 2
ASSESSED YES
IMPAIRED NO
THREATENED NO
ON 303(d) LIST NO
HAS TDML NO
HAS 4B PLAN NO
IDEM ATTAINS
ALUS FULLY SUPPORTING
FISH NOT ASSESSED
RECR FULLY SUPPORTING
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-07-2023
3 TAC RESPONSE 05-24-2023
06/27/23
AREA INLET
SEDIMENT BAG - DETAIL E
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 A
BCONSTRUCTION ENTRANCE - DETAIL D
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 - DETAIL F
UNDISTURBED GROUND
NO SCALE
SILT FENCE - DETAIL B
MAINTENANCE:
FLOW
4"12" MIN.24" MIN.FILTER FABRIC SECURE TO POSTS
WITH 2" LATH. IN SWALES OR AREAS
OF CONCENTRATED FLOW,
REINFORCE WITH 14 GA. x 6" WIRE
MESH
FILL WITH
COMPACTED
SOIL
EMBED FILTER CLOTH
MIN. 6" INTO GROUND
2"X2" HARDWOOD OR
1.33 LB/FT STEEL POST
MAX. SPACING
BETWEEN POSTS IS
5'-0".
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF OF THE HEIGHT OF
THE FENCE OR IS CAUSING FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT,
BRING DISTURBED AREA TO GRADE AND STABILIZE IT.
SILT FENCE
SILT FENCE
SWALE & DETENTION BASIN
EROSION BLANKET - DETAIL H
100
SLOPE LENGTH IN FEETWITH ADDITIONAL STAPLES ON SIDE SLOPES.
CHANNEL LININGS UTILIZE STAPLE PATTERN "C"
STAPLE PATTERN - DETAIL G
NO SCALE
A
4:1
NOTES:
0
50
25
75
SLOPE GRADIENT
3:1
A
2:1 1:1
B B
LINING
CHANNEL
ADDITIONAL STAPLES AS REQUIRED
B
1 STAPLE PER SQ. YD.
275
125
150
175
200
225
250
3006'3'
1 1/2 STAPLE PER SQ. YD.
GENERAL STAPLE RECOMMENDATIONS
B
C
C C
C
A 3'6'3'
1'-6" 1'-6"
B 3'2 STAPLE PER SQ. YD.
3' 4'3'
C4'2'1'-6"1'-6"
EROSION CONTROL BLANKET
1. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS.
2. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL
RAINFALL.
3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE
AREAS IS DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHALL BE UTILIZED.
4. CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE
SLOPES REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM
BLANKET SHALL OVERLAP THE DOWNSTREAM.
5. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE
INSTALLED, FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT
MANUFACTURER.
SILT FENCE INLET PROTECTION - DETAIL C
NO SCALE
MAINTENANCE:
1"x2" HARDWOOD
CROSSBRACING
REFER TO SILT FENCE SECTION FOR EMBEDMENT DETAIL
CATCH BASIN/
DRAINAGE STRUCTURE
NOTE:
36" WIDE NONWOVEN
POLYPROPYLENE FABRIC
1/2"x2"x24" WOOD
LATH AT EACH STAKE
OVER FABRIC
2"x2"x36" HARDWOOD
STAKES WITH
POINTED END - AT 5'
O.C.
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR
IS CAUSING FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING
DISTURBED AREA TO GRADE AND STABILIZE IT.
G3.7
EROSION CONTROL DETAILS
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
1 REGULATORY REVIEW1-18-2023
SLOPE STABILIZATION SEED MIX
PERMANENT GRASSES
ANDROPOGON GERARDII - BIG BLUESTEM
BOUTELOUA CURTIPENDULA - SIDE-OATS GRAMA
CAREX SPP. - PRAIRIE SEDGE SPECIES
ELYMUS CANADENSIS - CANADA WILD RYE
ELYMUS VIRGINICUS - VIRGINIA WILD RYE
PANICUM VIRGATUM - SWITCH GRASS
SCHIZACHYRIUM SCOPARIUM - LITTLE BLUESTEM
SORGHASTRUM NUTANS - INDIAN GRASS
TEMPORARY COVER
AVENA SATIVA - COMMON OAT
LOLIUM MULTIFLORUM - ANNUAL RYE
2 TAC RESPONSE 03-07-2023
06/27/23
AREA INLET
SEDIMENT BAG - DETAIL E
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 A
BCONSTRUCTION ENTRANCE - DETAIL D
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 - DETAIL F
UNDISTURBED GROUND
NO SCALE
SILT FENCE - DETAIL B
MAINTENANCE:
FLOW
4"12" MIN.24" MIN.FILTER FABRIC SECURE TO POSTS
WITH 2" LATH. IN SWALES OR AREAS
OF CONCENTRATED FLOW,
REINFORCE WITH 14 GA. x 6" WIRE
MESH
FILL WITH
COMPACTED
SOIL
EMBED FILTER CLOTH
MIN. 6" INTO GROUND
2"X2" HARDWOOD OR
1.33 LB/FT STEEL POST
MAX. SPACING
BETWEEN POSTS IS
5'-0".
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF OF THE HEIGHT OF
THE FENCE OR IS CAUSING FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT,
BRING DISTURBED AREA TO GRADE AND STABILIZE IT.
SILT FENCE
SILT FENCE
SWALE & DETENTION BASIN
EROSION BLANKET - DETAIL H
100
SLOPE LENGTH IN FEETWITH ADDITIONAL STAPLES ON SIDE SLOPES.
CHANNEL LININGS UTILIZE STAPLE PATTERN "C"
STAPLE PATTERN - DETAIL G
NO SCALE
A
4:1
NOTES:
0
50
25
75
SLOPE GRADIENT
3:1
A
2:1 1:1
B B
LINING
CHANNEL
ADDITIONAL STAPLES AS REQUIRED
B
1 STAPLE PER SQ. YD.
275
125
150
175
200
225
250
3006'3'
1 1/2 STAPLE PER SQ. YD.
GENERAL STAPLE RECOMMENDATIONS
B
C
C C
C
A 3'6'3'
1'-6" 1'-6"
B 3'2 STAPLE PER SQ. YD.
3' 4'3'
C4'2'1'-6"1'-6"
EROSION CONTROL BLANKET
1. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS.
2. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL
RAINFALL.
3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE
AREAS IS DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHALL BE UTILIZED.
4. CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE
SLOPES REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM
BLANKET SHALL OVERLAP THE DOWNSTREAM.
5. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE
INSTALLED, FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT
MANUFACTURER.
SILT FENCE INLET PROTECTION - DETAIL C
NO SCALE
MAINTENANCE:
1"x2" HARDWOOD
CROSSBRACING
REFER TO SILT FENCE SECTION FOR EMBEDMENT DETAIL
CATCH BASIN/
DRAINAGE STRUCTURE
NOTE:
36" WIDE NONWOVEN
POLYPROPYLENE FABRIC
1/2"x2"x24" WOOD
LATH AT EACH STAKE
OVER FABRIC
2"x2"x36" HARDWOOD
STAKES WITH
POINTED END - AT 5'
O.C.
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR
IS CAUSING FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING
DISTURBED AREA TO GRADE AND STABILIZE IT.
G3.71
EROSION CONTROL DETAILS
ROCK DONUT - DETAIL K
NO SCALE
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
RIPRAP AT END SECTION - DETAIL J
NO SCALE
1 REGULATORY REVIEW1-18-2023
2 ADDENDUM #1 1-25-2023
SWALE SEED MIX
PERMANENT GRASSES/SEDGES
ANDROPOGON GERARDII - BIG BLUESTEM
CAREX CRISTATELLA - CRESTED OVAL SEDGE
CAREX LURIDA - BOTTLEBRUSH SEDGE
CAREX SPP. - PRAIRIE SEDGE SPECIES
CAREX STIPATA - COMMON FOX SEDGE
CAREX VULPINOIDEA - BROWN FOX SEDGE
ELYMUS CANADENSIS - CANADA WILD RYE
ELYMUS VIRGINICUS - VIRGINIA WILD RYE
JUNCUS EFFUSUS - COMMON RUSH
PANICUM VIRGATUM - SWITCH GRASS
SCIRPUS ATROVIRENS - DARK GREEN RUSH
SCIRPUS CYPERINUS - WOOL GRASS
SPARTINA PECTINATA - PRAIRIE CORD GRASS
TEMPORARY COVER
AVENA SATIVA - COMMON OAT
FORBS
ALISMA SUBCORDATUM - COMMON WATER PLANTAIN
ASCLEPIAS INCARNATA - SWAMP MILKWEED
COREOPSIS TRIPTERIS - TALL COREOPSIS
EUTHAMIA GRAMINIFOLIA - COMMON GRASS-LEAVED GOLDENROD
EUTROCHIUM MACULATUM - SPOTTED JOE-PYE WEED
IRIS SPP. - BLUE FLAG SPECIES
LIATRIS SPICATA - MARSH BLAZING STAR
LYCOPUS AMERICANUS - COMMON WATER HOREHOUND
MIMULUS RINGENS - MONKEY FLOWER
PENTHORUM SEDOIDES - DITCH STONECROP
PYCNANTHEMUM VIRGINIANUM - COMMON MOUNTAIN MINT
RUDBECKIA SUBTOMENTOSA - SWEET BLACK-EYED SUSAN
RUDBECKIA TRILOBA - BROWN-EYED SUSAN
SENNA HEBECARPA - WILD SENNA
SYMPHYOTRICHUM NOVAE-ANGLIAE - NEW ENGLAND ASTER
VERBENA HASTATA - BLUE VERVAIN
ZIZIA AUREA - GOLDEN ALEXANDERS
3 TAC RESPONSE 03-07-2023
06/27/23
SMOKEY ROW ROAD / E 136TH STREET
PTCWSFSFSFSF11
3
67
10
4
4SF
SFSFS
F
1
10
2
2
2
2
8
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
30 900 30 60
G3.8
EROSION CONTROL PLAN - WEST
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. SEE DRAWING G4.1 FOR EROSION CONTROL DETAILS.
3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED
BY THE INSPECTOR.
GENERAL NOTES
EROSION CONTROL KEYNOTES
1. SILT FENCE
2. INLET SEDIMENT PROTECTION
3. CONSTRUCTION ENTRANCE DRIVE
4. SEED DISTURBED AREAS
5. PORTABLE TOILET - ANCHOR TO PREVENT SPILLS
6. CONCRETE WASHOUT
7. SWPPP INFORMATION BOARD
8. EROSION CONTROL BLANKET
9. CONSTRUCTION LIMITS
10. DURING CONSTRUCTION KEEP PAVEMENT AND
SIDEWALKS CLEAN AND WORK AREAS IN AN
ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES
BEFORE LEAVING SITE TO AVOID TRACKING SOIL
ONTO ROADS OR OTHER PAVED AREAS.
EROSION CONTROL LEGEND
CW
SF
PT
LEGENDSEE SITE PLAN - SOUTH - G3.1SEE SITE PLAN - CENTER - G3.29' 10' 27'-0"9' 9' 9' 9' 9'
SEE SITE PLAN - NORTH - G3.3
SEE SITE PLAN - CENTER - G3.21 TAC RESPONSE 03-07-2023
06/27/23
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
G4.1
SITE DETAILS
1.5% SLOPE
TOOLED CONTROL JOINT
R
1"
SEE PLANS
4"6"
6"1'-6"45°
MONOLITHIC CURB AND WALK - DETAIL B
NO SCALE
4" OF COMPACTED #53 STONE
COMPACTED SUBGRADE
NOTES:
1. CURB SHALL HAVE 1/2" EXPANSION JOINTS AT
48'-0" MAX. AND AT ENDS OF RADII. CONTROL
JOINTS AT 6'-0" MAX. UNLESS OTHERWISE NOTED
ON PLANS.
2. CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OF
TOTAL THICKNESS OF SLAB.
CURB
PAVING
WALK
TRANSVERSE
JOINTS
LONGITUDINAL
CONTROL JOINT
TOP OF
PAVEMENT
6"6"
6x6, W2.9xW2.9, WWF (EPOXY COATED)
4500 psi CONCRETE SIDEWALK
4" CONCRETE SIDEWALK - DETAIL A
4" COMPACTED #53 STONE
WIDTH VARIES (SEE PLAN SHEETS)
COMPACTED SUBGRADE4"FINISH
GRADE
4500 psi 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.
1/2" = 1'-0"
1/2"
1/2" PREFORMED EXPANSION
JOINT FILLER WITH SEALANT
VERTICAL SURFACE
CONCRETE SIDEWALK OR
PAVEMENT PER PLAN
PAVEMENT ISOLATION JOINT - DETAIL D
NO SCALED/41/8" SAWED
CONTROL JOINT
DCONSTRUCT CONTROL
JOINTS AS SHOWN ON PLAN
(MAX. SPACING @ 6'-0" o.c.)
NOTE:
1/4" RADIUS
CONCRETE SIDEWALK CONTROL JOINT - DETAIL C
CONTROL JOINT - SJ D1'-0"1'-0"
1" DIA. DRILLED HOLE
EMBED DOWEL IN EPOXY GROUT
1/2" PREFORMED EXPANSION
JOINT FILLER MATERIAL
1/2" SMOOTH DOWELS
x 2'- 0" LONG @ 1'-6" o.c.
1/2" SEALANT
D/2D/2EXPANSION JOINT - EJ
CURB JOINT - DETAIL J
6" CONCRETE CURB (STRAIGHT) - DETAIL H
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
CONCRETE STORM INLET COLLAR - DETAIL EDD/41/8" SAWED
CONTROL JOINT
GREASE & DOWEL CAP WITH BAR STOP
@ BOTH ENDS
1/2" SEALANT
1/2" EXP. JT. FILLER
NOTE:
EXPANSION JOINT - "EJ"CONTROL JOINT - "CJ"
CONCRETE PAVEMENT JOINT - DETAIL G
NO SCALE D/2PROVIDE 1" DIA. x 1'-6"
LONG EPOXY-COATED
DOWEL @ 12" o.c.
1. CONSTRUCT EXPANSION JOINTS @ 40' MAX. AND CONTROL
JOINTS @ 10' MAX. UNLESS OTHERWISE NOTED.
2. JOINT SEALANT SHALL BE FUEL RESISTANT, TRAFFIC GRADE,
POLYSULFIDE, THIOKOL 2282 OR EQUAL SEALANT PER FEDERAL
SPECIFICATION SS-S-200E
24" x 1" DIA. SMOOTH EPOXY COATED BAR @ 18" C.C.D/2D/28"6"NO SCALE
8" CONCRETE PAVEMENT - DETAIL F
COMPACTED AGGREGATE BASE #53
COMPACTED SUBGRADE
CONCRETE PAVEMENT (4,500 PSI)
COARSE BROOM FINISH
6x6, W2.9xW2.9, WWF (EPOXY COATED)
1" = 1'-0"
CONCRETE EQUIPMENT PAD - DETAIL K
SEE PLAN
#4 AT 12"
EACH WAY
6" COMPACTED
GRANULAR MATERIAL
COMPACTED SUBGRADE6"6" 6"1'-6"6"FINISH GRADE
3" CLR.2" CLR.
1
12" CLR.#4 (CONT).
PROVIDE (3) #4
CORNER BARS (TYP).
18"
18"
SYNTHETIC TURF - DETAIL L
BIKE RACK - DETAIL M
NO SCALE
NOTE:
- INSTALLATION OF BIKE RACKS TO BE SEPARATE CONSTRUCTION CONTRACT.
- BIKE RACKS TO BE APEX INVERTED U BIKE RACK AVAILABLE FROM SITESCAPES
(888-331-9464) P.O. BOX 22326 LINCOLN, NE 68542. COLOR TO BE SELECTED BY
OWNER.
- BIKE RACKS TO BE SURFACE MOUNTED.
1
12" 6"1'-0"TOP OF ASPHALT
PAVMENT
4"CONCRETE SIDEWALK/PAVEMENT PER
DETAIL THIS SHEET
COMPACTED SUBGRADE
COMPACTED AGGREGATE #53
#5 BAR CONT.
1" = 1'-0"
CONCRETE / ASPHALT
PAVEMENT INTERFACE - DETAIL N
STAIR SIDE WALL - DETAIL O
ADDENDUM #1 1-6-2023
CONCRETE CONNECTION - DETAIL P
1" = 1'-0"DD/2D/21'-0" EMBED 12"
EXIST. CONCRETE NEW CONCRETE
EMBED DOWEL IN EPOXY GRUT#5 DOWEL AT 18" o.c.
1/2" PREFORMED EXPANSION
JOINT AND SEALANT
1" DIA. DRILLED HOLE
2 REGULATORY REVIEW1-18-2023
8" BARRIER POST - DETAIL Q
3 TAC RESPONSE 03-07-2023
06/27/23
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
G4.2
SITE DETAILS
EXISTING PAVEMENTNEW PAVEMENT 1"1'-0"
PAVEMENT INTERFACE - DETAIL B
1" = 1'-0"
NEW PAVEMENT MILLED SURFACE
SEE PAVEMENT
DETAIL THIS SHEET
EXISTING PAVEMENTSAWCUT
TACK COAT 1"SAWCUT
TACK COAT
SEE PAVEMENT
DETAIL THIS SHEET
3'-0"45°
45°
PAINTED PARKING ISLANDS - DETAIL C
4"
SEE PLAN FOR COLOR
4" WIDE PAINTED LINES
NO SCALE
BRACE BAND
RAIL END
LINE POST CAP
FABRIC: 9GA
FABRIC TIE: 11GA
TOP RAIL: 1.66", 2.27 LB/FT FABRIC SELVAGE: KNUCKLED
KNUCKLED SELVAGE
W/TENSION WIRE ON
BOTTOM
SEE DETAIL D/G4.2 FOR
POST FOOTING DETAIL
(TYP.)END & CORNER POSTS
10'-0"
BAR LENGTH
6'-0"
HEIGHT
NOMINAL B-1
FENCE HEIGHT
B-2
BAR LENGTH
8'-8"
H-1
HEIGHT ABOVE GRADE
6'-0 5/8"
HEIGHT ABOVE GRADE
5'-8 7/8"
H-2
LINE POSTS
POST CAP: MALLEABLE OR
ALUM D.C.
CORNER/END POST: 2.875",
5.79 LB/FT
10'-O" O.C.
LINE POST: 2.375",
3.65 LB/FT
TENSION BAND
TENSION BAR:
3/16" x 3/4"H-2H-1B-2SEE PLAN SHEETSFOR LOCATIONSB-1SEE PLAN SHEETSFOR LOCATIONSPOST SIZE
o.d. x wall thickness (min.)
2 3/8" x 0.154
o.d. x wall thickness (min.)
2 3/8" x 0.154
POST SIZE
CHART AAB CFINISH GRADE
1 1/2" MAX.
12" DIA.
14" DIA.
18" DIA.4"4"3"1 1/2"1'-0 1/2"COMPACTED AGGREGATE #53
MEDIUM DUTY ASPHALT PAVEMENT - DETAIL L
COMPACTED SUBGRADE
1" = 1'-0"
HMA SURFACE, TYPE A, 9.5 mm
HMA BASE, TYPE A, 19.0 mm
COMPACTED AGGREGATE #2
RAILS
TOP AND BRACE
USE FABRIC UNDER 10' HT.
GATE FRAME 1.90" O.D.
1.66" O.D.SCHED. 40
SCHED. 40
THERMALLY FUSED TO GALVANIZED (ZINC COATED) STEEL PIPE.
THERMALLY FUSED TO ZINC COATED WIRE. ALL POSTS, RAILS
1. CHAIN LINK FENCE FABRIC SHALL HAVE BLACK PVC COATING
AND BRACING SHALL ALSO HAVE BLACK PVC COATING,
NOTE: UF2 1/2"B-12"H-1OPENING - FACE TO FACE
S
SEE DETAIL D/G4.2
FOR DEPTH AND
WIDTH OF FOOTING
(TYP.)
POST TOP
GATE
POST
FOR POST SIZES.
2. REFER TO SPEC. SECTION 32 31 13 CHAIN LINK FENCES AND GATES
1" = 1'-0"
REMOVABLE BOLLARD - DETAIL J
#3 TIES @ 1'-4" O.C.
(2) #5 BARS CONTINUOUS
(TOP AND BOTTOM)
1/4" RADIUS
1/2" EXPANSION JOINT
MATERIAL WITH SEALANT
REFLECTIVE WHITE TAPE
RELIANCE FOUNDARY R-8464
BOLLARD, OR APPROVED EQUAL
COLOR TO BE SELECTED BY
OWNER
CONCRETE
4" COMPACTED #53
STONE
DRAINAGE PIPE CONNECTING TO
DRAINAGE ROCK LAYER
1'- 8"
10" 10" 3'-0"CONCRETE PAVEMENT
- PER DETAIL A/G4.1
3'-0"1" = 1'-0"
BOLLARD - DETAIL H
#3 TIES @ 1'-4" O.C.
(2) #5 BARS CONTINUOUS
(TOP AND BOTTOM)
1/4" RADIUS
1/2" EXPANSION JOINT
MATERIAL WITH SEALANT
REFLECTIVE WHITE TAPE
RELIANCE FOUNDARY R-8460
BOLLARD, OR APPROVED EQUAL
COLOR TO BE SELECTED BY
OWNER
CONCRETE
4" COMPACTED #53
STONE
1'- 8"
10" 10"3'-0"CONCRETE PAVEMENT
- PER DETAIL A/G4.1
3'-0"ADDENDUM #1 1-6-20231
2 REGULATORY REVIEW1-18-2023
06/27/23
CONCRETE STOOP - SEE DETAIL
11 & 12/S3.02 & DWG S1.01CONCRETE SIDEWALK - PER
DETAIL A/G4.1EXISTING SYNTHETIC TURF AND
CURBING
EXISTING STORM PIPE
PROPOSED STORM PIPE
SYNTHETIC TURF - PER DETAIL L/G4.1
NAILER STRIP - PER DETAIL L/G4.1NAILER STRIP - PER DETAIL L/G4.1
20"
ELEV=821.23' (TOP OF CONCRETE WALL BEYOND)
ELEV=819.73'8"4"4"4"4"MONOLITHIC CURB & WALK -
PER DETAIL B/G4.1
ASPHALT PAVEMENT - PER
DETAIL A/G4.2
ISOLATION JOINT - PER
DETAIL D/G4.1
ELEV=817.40'
CONCRETE PAVEMENT -
PER DETAIL F/G4.1
2" WIDE ALUMINUM RAILING - REFER TO ARCHITECTURAL
PLANS & DIVISION 05 SECTION "DECORATIVE METAL
RAILINGS"2"CONCRETE WALL BEYOND - SEE SITE PLAN FOR
LOCATIONS OF FULL WALL HEIGHT
1/2" CHAMFER
EMBED RAILING INTO
CONCRETE WALL
ELEV=VARIES FROM 811.02' TO
812.04' (SEE GRADING PLAN)
TRENCH DRAIN - SEE SITE UTILITY PLAN 20"2'-0"#8 DOWELS AT 6" O.C.
#9 BARS AT 9" O.C.
KEYWAY
#9 @ 16" O.C. OR #8 @ 12" O.C.#9 @ 16" O.C. OR #8 @ 12" O.C.
T/FTG ALWAYS 18" BELOW ELEV. = 811.02'
CONCRETE RETAINING
WALL WITH FORM LINER
REFER TO ARCHITECTURAL
SPECIFICATIONS
6" PERFORATED HDPE PIPE
- SEE SITE UTILITY PLAN
FILTER FABRIC
#8 AGGREGATE
ISOLATION JOINT - PER
DETAIL D/G4.1
20"
ELEV=VARIES (TOP OF CONCRETE WALL BEYOND)
ELEV=VARIES
8"4"4"4"4"TOP OF CONCRETE
CONCRETE PAVEMENT -
PER DETAIL F/G4.1
2" WIDE ALUMINUM RAILING - REFER TO ARCHITECTURAL
PLANS & DIVISION 05 SECTION "DECORATIVE METAL
RAILINGS"2"CONCRETE WALL BEYOND - SEE SITE PLAN FOR
LOCATIONS OF FULL WALL HEIGHT
1/2" CHAMFER
EMBED RAILING INTO
CONCRETE WALL
ELEV=VARIES ±811.31 (SEE
GRADING PLAN)20"2'-0"#8 DOWELS AT 6" O.C.
#8 BARS AT 12" O.C.
KEYWAY
#8 @ 12" O.C. #8 @ 12" O.C.
T/FTG ALWAYS 18" BELOW ELEV. = 811.02'
CONCRETE RETAINING
WALL WITH FORM LINER
REFER TO ARCHITECTURAL
SPECIFICATIONS
6" PERFORATED HDPE PIPE
- SEE SITE UTILITY PLAN
FILTER FABRIC
#8 AGGREGATE
ISOLATION JOINT - PER
DETAIL D/G4.1
20"
ELEV=VARIES (TOP OF CONCRETE WALL BEYOND)
ELEV=VARIES 8"4"4"4"4"TOP OF CONCRETE
CONCRETE PAVEMENT -
PER DETAIL F/G4.1
2" WIDE ALUMINUM RAILING - REFER TO ARCHITECTURAL
PLANS & DIVISION 05 SECTION "DECORATIVE METAL
RAILINGS"2"CONCRETE WALL BEYOND - SEE SITE PLAN FOR
LOCATIONS OF FULL WALL HEIGHT
1/2" CHAMFER
EMBED RAILING INTO
CONCRETE WALL
ELEV=VARIES ±811.31 (SEE
GRADING PLAN)20"2'-0"#8 DOWELS AT 6" O.C.
#7 BARS AT 12" O.C.
KEYWAY
#7 @ 12" O.C.#7 @ 12" O.C.
T/FTG ALWAYS 18" BELOW ELEV. = 811.02'
6" PERFORATED HDPE PIPE
- SEE SITE UTILITY PLAN
FILTER FABRIC
#8 AGGREGATE
ISOLATION JOINT - PER
DETAIL D/G4.1
NOTES:
VERTICAL CONSTRUCTION JOINTS MUST BE LOCATED AT VERTICAL CONTROL JOINTS.1.
CONSTRUCTION JOINTS MUST HAVE THE APPEARANCE OF A CONTROL JOINT. (I.E. BEVELLED JOINT)2.
MAXIMUM SPACING OF CONTROL JOINTS SHALL BE THE SMALLER OF 20'-0" OR TWO TIMES THE WALL HEIGHT.3.
SEAL ALL CONTROL JOINTS LOCATED ON THE EXPOSED FACE.4.
1" AT FACE OF WALL
1/2" AT BACK OF STRIP
1 1/2"1 1/2"
1 1/2"1 1/2"FORM BOARD
CUT EVERY OTHER
HORIZONTAL BAR
(EACH FACE AT
CONTROL JOINT)
FORM BOARD
SEE NOTE 4
REMOVABLE BEVELLED
WOOD STRIP
DUMBBELL
WATERSTOP
VERTICAL REINFORCING
UNEXPOSED
FACE
EXPOSED FACE
X
CONCRETE WALL
UNEXPOSED
FACE
WOOD STRIP
LEFT IN
CONCRETE
X
EXPOSED FACE
VERTICAL REINFORCING
HORIZONTAL
REMOVABLE
WOOD STRIP
BEVELLED
REINFORCING
WOOD STRIP
CONCRETE
LEFT IN
HORIZONTAL
REINFORCING
NOTCH REMOVABLE
WOOD STRIP AT 8"o.c.
FOR NAILING
FORM BOARD FORM BOARD
PLAN VIEW SECTION X-X
WALL FOOTING
FLOOR SLAB
VERTICAL CONTROL
JOINT (TYP.)
18'-0" O.C.
CL CL
(SEE NOTE 3)
INTERMEDIATE
VERTICAL REVEALS
EQUAL EQUAL EQUAL
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
G4.3
SITE DETAILS
4'-10"1'-8" 6'-6"
3'-6"1'-8" 5'-4"
3'-4"1'-8" 5'-4"
NOTES:
1. PROVIDE VERTICAL CONTROL JOINTS AT 8'-0” O.C. MAXIMUM. SUBMIT A WALL ELEVATION SHOWING PROPOSED CONTROL JOINT
LOCATIONTO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION.
2. VERTICAL CONSTRUCTION JOINTS IN WALL MUST BE LOCATED AT VERTICAL CONTROL JOINT LOCATIONS AND MUST HAVE THE
SAME BEVELED JOINT APPEARANCE AS CONTROL JOINTS.
3. SEAL ALL CONTROL JOINTS LOCATED IN THE EXPOSED FACE.
CONCRETE RETAINING
WALL WITH FORM LINER
REFER TO ARCHITECTURAL
SPECIFICATIONS
NOTES:
1. PROVIDE VERTICAL CONTROL JOINTS AT
8'-0” O.C. MAXIMUM. SUBMIT A WALL
ELEVATION SHOWING PROPOSED CONTROL
JOINT LOCATIONTO ARCHITECT FOR
APPROVAL PRIOR TO CONSTRUCTION.
2. VERTICAL CONSTRUCTION JOINTS IN WALL
MUST BE LOCATED AT VERTICAL CONTROL
JOINT LOCATIONS AND MUST HAVE THE
SAME BEVELED JOINT APPEARANCE AS
CONTROL JOINTS.
3. SEAL ALL CONTROL JOINTS LOCATED IN THE
EXPOSED FACE.
NOTES:
1. PROVIDE VERTICAL CONTROL JOINTS AT
8'-0” O.C. MAXIMUM. SUBMIT A WALL
ELEVATION SHOWING PROPOSED
CONTROL JOINT LOCATIONTO ARCHITECT
FOR APPROVAL PRIOR TO
CONSTRUCTION.
2. VERTICAL CONSTRUCTION JOINTS IN
WALL MUST BE LOCATED AT VERTICAL
CONTROL JOINT LOCATIONS AND MUST
HAVE THE SAME BEVELED JOINT
APPEARANCE AS CONTROL JOINTS.
3. SEAL ALL CONTROL JOINTS LOCATED IN
THE EXPOSED FACE.
SCALE: 3/4" = 1'-0"
VERTICAL CONTROL JOINT IN WALL (V.C.J.) - DETAIL A
ADDENDUM #1 1-6-20231
2 REGULATORY REVIEW1-18-2023
06/27/23
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
G4.4
SITE DETAILS
SOUTH FACE OF CONCRETE RAMP WALLS AND STAIR CONCRETE
GUARDRAIL WALLS TO HAVE FORM LINER SIMILAR TO STYLE 15252
BY FITZGERALD FORMLINERS
SOUTH FACE OF CONCRETE RAMP WALLS AND STAIR CONCRETE
GUARDRAIL WALLS TO HAVE FORM LINER SIMILAR TO STYLE 15252
BY FITZGERALD FORMLINERS
4'-11"
4 1/2"4 1/2"
UPPER RAMP/PLAZA LEVEL BEHIND WALL
UPPER RAMP/PLAZA LEVEL BEHIND WALL UPPER RAMP/PLAZA LEVEL BEHIND WALL
UPPER RAMP/PLAZA LEVEL
BEHIND WALL
UPPER RAMP/PLAZA LEVEL BEHIND WALL
HANDRAIL - PER SECTION 1/G4.3 HANDRAIL - PER SECTION 1/G4.3
2" DIA. ALUMINUM HANDRAIL - PER ARCHITECTURAL PLANS (TYP) &
DIVISION 05 SECTION "DECORATIVE METAL RAILINGS"
CONCRETE WALL (FULL HEIGHT)
- SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL (FULL HEIGHT)
- SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL (FULL HEIGHT)
- SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL (FULL HEIGHT)
- SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL (FULL HEIGHT)
- SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL (FULL HEIGHT)
- SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL W/ RAILING -
SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL W/ RAILING -
SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL W/ RAILING -
SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL W/ RAILING -
SEE SECTIONS 3, 4 & 5/G4.3 CONCRETE WALL W/ RAILING -
SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL W/ RAILING -
SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL W/ RAILING -
SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE STEPS - SEE SECTION 1/G4.3 (TYP)
CONCRETE
STEPS - SEE
SECTION 1/G4.3
(TYP)
CONCRETE STEPS - SEE SECTION 1/G4.3 (TYP)
CONCRETE WALL W/ RAILING -
SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL W/ RAILING -
SEE SECTIONS 3, 4 & 5/G4.3
CONCRETE WALL W/ RAILING -
SEE SECTIONS 3, 4 & 5/G4.3
ADDENDUM #1 1-6-20231
10'-0"116'-0" 10'-0" 152'-6" 10'-0" 50'-0" 10'-0" 107'-9 1/2" 10'-0"
2 REGULATORY REVIEW1-18-2023
06/27/23
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!
G4.11
SITE DETAILS
1.5% SLOPE
TOOLED CONTROL JOINT
R
1"
SEE PLANS
4"6"
6"1'-6" 45°
MONOLITHIC CURB AND WALK - DETAIL B
NO SCALE
4" OF COMPACTED #53 STONE
COMPACTED SUBGRADE
NOTES:
1. CURB SHALL HAVE 1/2" EXPANSION JOINTS AT
48'-0" MAX. AND AT ENDS OF RADII. CONTROL
JOINTS AT 6'-0" MAX. UNLESS OTHERWISE NOTED
ON PLANS.
2. CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OF
TOTAL THICKNESS OF SLAB.
CURB
PAVING
WALK
TRANSVERSE
JOINTS
LONGITUDINAL
CONTROL JOINT
TOP OF
PAVEMENT
6"6"
6x6, W2.9xW2.9, WWF (EPOXY COATED)
4500 psi CONCRETE SIDEWALK
4" CONCRETE SIDEWALK - DETAIL A
4" COMPACTED #53 STONE
WIDTH VARIES (SEE PLAN SHEETS)
COMPACTED SUBGRADE4"FINISH
GRADE
4500 psi 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.
1/2" = 1'-0"
1/2"
1/2" PREFORMED EXPANSION
JOINT FILLER WITH SEALANT
VERTICAL SURFACE
CONCRETE SIDEWALK OR
PAVEMENT PER PLAN
PAVEMENT ISOLATION JOINT - DETAIL D
NO SCALED/41/8" SAWED
CONTROL JOINT
DCONSTRUCT CONTROL
JOINTS AS SHOWN ON PLAN
(MAX. SPACING @ 6'-0" o.c.)
NOTE:
1/4" RADIUS
CONCRETE SIDEWALK CONTROL JOINT - DETAIL C
CONTROL JOINT - SJ D1'-0"1'-0"
1" DIA. DRILLED HOLE
EMBED DOWEL IN EPOXY GROUT
1/2" PREFORMED EXPANSION
JOINT FILLER MATERIAL
1/2" SMOOTH DOWELS
x 2'- 0" LONG @ 1'-6" o.c.
1/2" SEALANT
D/2 D/2 EXPANSION JOINT - EJ
CURB JOINT - DETAIL J
6" CONCRETE CURB (STRAIGHT) - DETAIL H
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
CONCRETE STORM INLET COLLAR - DETAIL E
ADA RAMP - DETAIL F
WIDT
H
O
F
W
A
L
K
DEQ.EQ.1" = 1'-0"
EMBED 8"8"
1" DIA. DRILLED HOLE
1/2" PREFORMED EXPANSION
JOINT FILLER MATERIAL WITH
1/2" SILICONE SEALANT
1/2" DIA. SMOOTH DOWELS
x 1'- 4" LONG AT 4" FROM
TOP OF CURB
1/2" SEALANT
EXISTING CURBNEW CURB
CONCRETE CURB CONNECTION - DETAIL G
EMBED DOWEL
IN EPOXY
GROUT
DOWEL CAP
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
EXISTING PAVEMENTNEW PAVEMENT 1"1'-0"
PAVEMENT INTERFACE - DETAIL M
1" = 1'-0"
NEW PAVEMENT MILLED SURFACE
SEE PAVEMENT
DETAIL THIS SHEET
EXISTING PAVEMENT SAWCUT
TACK COAT 1"SAWCUT
TACK COAT
SEE PAVEMENT
DETAIL THIS SHEET
4" 4" 3" 1 1/2"1'-0 1/2"COMPACTED AGGREGATE #53
MEDIUM DUTY ASPHALT PAVEMENT - DETAIL L
COMPACTED SUBGRADE
1" = 1'-0"
HMA SURFACE, TYPE A, 9.5 mm
HMA BASE, TYPE A, 19.0 mm
COMPACTED AGGREGATE #23'-0"45°
45°
PAINTED PARKING ISLANDS - DETAIL N
4"
SEE PLAN FOR COLOR
4" WIDE PAINTED LINES
NO SCALE
NONE
PAINTED A.D.A. SYMBOL - DETAIL O
NOTE:
1. SEE SPECIFICATIONS SECTION 321723 FOR
PAINT REQUIREMENTS.
HANDICAP PARKING SIGN - DETAIL P
2' FROM
C
U
R
B,
B
UI
L
DI
N
G
OR E
N
D
OF S
P
A
C
E
6
"
E Q.
6'-0 "
E Q.
4" WIDE PAINTED PAVEMENT MARKING
6"PARKING BUMPER - DETAIL Q
NO SCALE
BEVELED
EDGE (TYP.)
3/4" DIA. HOLES FOR 1/2" DIA. x 18" PINS
DRIVEN FLUSH WITH TOP. REINFORCE
BUMPER WITH 2 - #3 BARS.
NOTE:
DIMENSIONS INDICATED ARE
MINIMUMS, MANUFACTURER'S
STANDARDS IN EXCESS ARE
ACCEPTABLE.
CONCRETE CONNECTION - DETAIL K
1" = 1'-0"DD/2 D/21'-0" EMBED 12"
EXIST. CONCRETENEW CONCRETE
EMBED DOWEL IN EPOXY GRUT#5 DOWEL AT 18" o.c.
1/2" PREFORMED EXPANSION
JOINT AND SEALANT
1" DIA. DRILLED HOLE
BIKE RACK - DETAIL R
NO SCALE
NOTE:
- INSTALLATION OF BIKE RACKS TO BE SEPARATE CONSTRUCTION CONTRACT.
- BIKE RACKS TO BE APEX INVERTED U BIKE RACK AVAILABLE FROM SITESCAPES
(888-331-9464) P.O. BOX 22326 LINCOLN, NE 68542. COLOR TO BE SELECTED BY
OWNER.
- BIKE RACKS TO BE SURFACE MOUNTED.
2 ADDENDUM #1 1-25-2023
1 REGULATORY REVIEW1-18-2023
2'-0"
SEE SITE PLAN FOR LIMITS
PAINTED LINES (WHITE
THERMOPLASTIC PAINT)
2'-0" 2'-0"
CROSSWALK STRIPE - DETAIL SSEE SITE PLAN3 TAC RESPONSE 03-17-2023
06/27/23
9316"BRACKET OPTIONS
134" FORERUNNER RAIL
1" X .065 WALL PICKET
8' O.C. NOM. 8'-0"VERIFY HEIGHT WITH ARCHITECTURAL PLANS3'-0" MIN.FOOTING DEPTH2" NOM.118"TM
2 1/2" X 2 1/2" X 0.80"
ALUMINUM W/ REINFORCED
WEB, VERIFY W/ POST SIZING
CHART
VARIES WITH HEIGHTNOTE:
1. VERIFY POST SIZING W/ MANUFACTURERS POST SIZING CHART.
2. FENCE TO BE 4 RAIL ECHELON II MAJESTIC FENCE AVAILABLE FROM AMERISTAR FENCE,
OR APPROVED EQUAL.
3. COLOR TO BE SELECTED BY OWNER.
334" TYPICAL
ORNAMENTAL FENCE - DETAIL B
CONCRETE WALK
4"12" DIA. CONCRETE FOOTING VARIES WITH HEIGHTORNAMENTAL GATE - DETAIL C8'-0"VERIFY HEIGHT WITH ARCHITECTURAL PLANS3'-0" MIN.FOOTING DEPTH2" NOM.VARIES WITH HEIGHTVARIES WITH HEIGHT9316"118"334" TYPICAL
1" X .065 WALL PICKET
GATE UPRIGHT
2" X .250 WALL
13 4" FORERUNNER RAIL
NOTE:
1. VERIFY POST SIZING W/ MANUFACTURERS POST SIZING CHART.
2. GATE TO BE 4 RAIL ECHELON II MAJESTIC GATE AVAILABLE FROM AMERISTAR FENCE, OR APPROVED EQUAL.
3. ADDITIONAL STYLES OF GATE HARDWARE ARE AVAILABLE ON REQUEST. THIS COULD CHANGE THE LATCH & HINGE CLEARANCE
4. COLOR TO BE SELECTED BY OWNER.
5. VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR INSTALLATION PURPOSES. SEE PRODUCT SPECIFICATION FOR INSTALLATION REQUIREMENTS.
POST SIZE VARIES WITH HEIGHT
(SEE ECHELON II POST SIZING CHART)
WELD ON BOX HINGE
(REQUIRES STEEL POSTS SEE NOTE 3)
134"134"PICKETS WELDED TO FORERUNNER
RAIL PRIOR TO COATING
2 2/8" (HINGE CLEARANCE)2 2/8" (HINGE CLEARANCE)3" (LATCH CLEARANCE)
±6'-0" - SEE ARCHITECTURAL PLANS
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!
G4.12
SITE DETAILS
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.ABCFINISH GRADE
1 1/2" MAX.
12" DIA.
14" DIA.
18" DIA.
1 REGULATORY REVIEW1-18-2023
06/27/23
REF.26'-6 3/8"23'-8 5/8" 28'-0 3/8"20'-8"32'-7 5/8"20'-8"175
'-11 5/8"76'-0"
26'-0"
76'-0"
2
2
2
2
2
2
2
3
3
3
3
3
4
4
4
4
4
4
4
4
4
6
7
7
7
7
7
7
15
26
15
15
15
15
15
15
15
16
16
16
16
17 18 18
21
21
22
22
22
22
1 11
10 10 10
12
12
12
12
12
12
25
13
14
14
14
14
13
5 5 5
5
5
5
6
4
15
20
20 20
20
11
1111
1111
11
11
11
11
11
11
11
26 26 26
26 26
26
26
26 26
26
26
26
262626
26
26
26 26
26
26
15
15
27 28
28
27 28
28
REFER TO
ARCHITECTURAL
PLANS FOR
SIDEWALK AND
JOINTING BETWEEN
BUILDINGS
29
10 400 10 20
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!
G5.1
ENLARGED SITE PLAN - SOUTH
SOUTH ENTRANCE BUILDING
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
SOUTH ENTRANCE BUILDING
15'-0"165°15'-0"165°9'-0"8'-0"20'-0"R30'-0"R30'-0"R30'-0"R30'-0"15'-9"9'-0" 9'-0"9'-0"9'-0" 9'-0"9'-0" 20'-0"PROPOSED SITE LEGEND
BUILDING
CONCRETE SIDEWALK/PAVEMENT
ASPHALT PAVEMENT
SEEDED LAWN
3'-6" 6'-0" 36'-0"9'-0"
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
SITE KEYNOTES (SOUTH BUILDING)
ADA ACCESSIBLE PARKING SIGN - SEE DETAIL P/G4.11
CONCRETE SIDEWALK - SEE DETAIL A/G4.11
MONOLITHIC CURB & WALK - SEE DETAIL B/G4.11
CONCRETE STOOP - SEE STRUCTURAL DWG
CONCRETE COLLAR - SEE DETAIL E/G4.11
ADA ACCESSIBLE RAMP - SEE DETAIL F/G4.11
CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.11
PARKING BUMPER - PER DETAIL Q/G4.11
ISOLATION JOINT - PER DETAIL D/G4.11
LAWN AREA - SEE LANDSCAPE PLANS
TRASH RECEPTACLE - AVAILABLE FROM SITESCAPES, STYLE AND COLOR TO BE
SELECTED
6' LONG BENCH - AVAILABLE FROM SITESCAPES, STYLE AND COLOR TO BE
SELECTED
CONCRETE CONTROL JOINT - PER DETAIL C/G4.11
8' HT. ORNAMENTAL FENCE - PER DETAIL B/G4.12
4" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS
4" WIDE BLUE PAVEMENT MARKING - PER SPECIFICATIONS
ASPHALT PAVEMENT - PER DETAIL L/G4.11
4" WIDE BLUE PAVEMENT STRIPE @ 3'-0" AT 45 DEGREES - PER DETAIL N/G4.11
WHITE ADA LOGO ON BLUE BACKGROUND - PER DETAIL O/G4.11
ORNAMENTAL FENCE (8' HT.) DOUBLE SWING GATES FOR 6' WIDE OPENING (3
TOTAL), PROVIDE LATCH WITH LOCK AT EACH SET OF GATES - SEE DETAIL B &
C/G4.12
EXPANSION JOINT - SEE DETAIL C/G4.11
WASHED RIVER ROCK - SEE DETAIL D/L2.1
STEEL EDGING - SEE DETAIL E/L2.1
BIKE RACK - PER DETAIL R/G4.11
1
2
3
4
5
6
10
11
12
13
14
15
16
17
18
20
21
22
25
26
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
7
27
28 8'-0"26'-0" (REFER TO ARCH. PLANS)
29 2'-6"3'-0"
1 REGULATORY REVIEW1-18-2023
06/27/23
2
2
1 1
1
1
1
2
2
3
3
3
3
4
44
4
4
4
5
7
7
11
11
11
3434
11
34
34
14
15
15
27
27
15
27
1717
17
12
12
12
6
20
20
20
5
9
29
29 29
29
29
29 29
29 29
28
28
28
28
28
15
15
26
26
26
262626 262626 26
26
28 28
28 28
28
28
28
15
15 15
26
26
26
26
7
31
7
31
32
32
32
3233
33
33
11 11 34
11
28
35
35
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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 40 0 10 20
G5.2
ENLARGED SITE PLAN - NORTH
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
GREYHOUND ACTIVITY CENTER
FINISH FLOOR = 818.00
20'-0"9'-8"1'-8"20'-0"6"5'-0"
9'-0"
PROPOSED SITE LEGEND
BUILDING
CONCRETE SIDEWALK/PAVEMENT
ASPHALT PAVEMENT
SEEDED LAWN
POLYURETHANE SURFACE
1
G4.3
3
G4.3
5'-0"30'-8"5'-0"5'-0"
SITE KEYNOTES (GAC)
CONCRETE PAVEMENT - SEE DETAIL F/G4.1
CONCRETE SIDEWALK - SEE DETAIL A/G4.1
MONOLITHIC CURB & WALK - SEE DETAIL B/G4.1
CONCRETE STOOP - SEE DETAIL 11 & 12/S3.02 & DWG S1.01
CONCRETE COLLAR - SEE DETAIL E/G4.1
CONCRETE EQUIPMENT PAD - REFER TO DETAIL K/G4.1
CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.1
UTILITY AREA - REFER TO S1.01
CONCRETE WALL W/ RAILING - SEE SECTIONS 3, 4 & 5/G4.3
LAWN AREA - SEE LANDSCAPE PLANS
CONCRETE STEPS - SEE SECTION 1/G4.3
CONCRETE CONTROL JOINT - SEE DETAIL C/G4.1
4" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS
ASPHALT PAVEMENT - DETAIL A/G4.2
ISOLATION JOINT - SEE DETAIL D/G4.1
CONCRETE CONTROL JOINT - SEE DETAIL G/G4.1
CONCRETE EXPANSION JOINT - SEE DETAIL C/G4.1
CONCRETE EXPANSION JOINT - SEE DETAIL G/G4.1
BOLLARD - PER DETAIL H/G4.2
HANDRAIL - PER SECTION 1/G4.3
2" DIA. ALUMINUM HANDRAIL - PER ARCHITECTURAL PLANS & DIVISION 05
SECTION "DECORATIVE METAL RAILINGS"
CONCRETE WALL (FULL HEIGHT) - SEE SECTIONS 3, 4 & 5/G4.3
BIKE RACK - PER DETAIL M/G4.1
1
2
3
4
5
6
7
9
11
12
14
15
17
20
26
27
28
29
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYPTYP
TYPTYP
TYP
TYP
TYP
31
TYPTYP
32
33
TYP
TYP
TYP
4 1/2"
4'-11"
4 1/2"
TYP
34 10'-2"13'-0"
35
TYP
TYP2'-6"3'-0"ADDENDUM #1 1-6-20231
2 REGULATORY REVIEW1-18-2023
06/27/23
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
G5.3
ENLARGED SITE PLAN -
ADA ROUTE
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 04.26.2023
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
ENLARGEMENT 1ENLARGEMENT 2
ENLARGEMENT 3ENLARGEMENT 6
ENLARGEMENT 4 ENLARGEMENT 5
2
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
SITE KEYNOTES (SOUTH BUILDING)
CONCRETE SIDEWALK - SEE DETAIL A/G4.11
MONOLITHIC CURB & WALK - SEE DETAIL B/G4.11
CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.11
CURB TO CURB CONNECTION - SEE DETAIL J/G4.11
PROVIDE DOWEL BETWEEN NEW AND EXISTING CONCRETE SIDEWALK - SEE
DETAIL K/G4.11
LAWN AREA - SEE LANDSCAPE PLANS
CONCRETE CONTROL JOINT - PER DETAIL C/G4.11
ASPHALT PAVEMENT - PER DETAIL L/G4.11
EXPANSION JOINT - SEE DETAIL C/G4.11
CROSSWALK - PER DETAIL S/G4.11
ADA RAMP - TYPE 1 - PER DETAIL A THIS SHEET
ADA RAMP - TYPE 2 - PER DETAIL B THIS SHEET
ADA RAMP - TYPE 3 - PER DETAIL C THIS SHEET
ADA RAMP - TYPE 4 - PER DETAIL D THIS SHEET
2
3
8
9
12
15
20
26
7
PROPOSED SITE LEGEND
BUILDING
CONCRETE SIDEWALK/PAVEMENT
ASPHALT PAVEMENT
SEEDED LAWN
POLYURETHANE SURFACE
APPROXIMATE LIMITS OF CONSTRUCTION
2
3
3
7
7
12
12
12
12
12
12
7
12
12
12
12
12 12
12
12
12
15
15
15
20
20
20
20
20
20
20
26
8
88
9
9 9
9
9
9
9
9
40
41
42
43
44
40
4040
40
40 R25'-0"R 30'-4"
R32'-10
"
R 10'-6"R1'-6"R46'
-11
"
8
8
41
42
4444
44
42
43 6'-0"8'-6"
5'-0"8'-0"1'-3"6"MIN.INTEGRAL CURB
6"
2'-0"
LATEX SETTING MORTAR
1'-0" X 1'-0" DETECTABLE WARNING PAVER
NOTES:
1. DETECTABLE WARNING PAVER AVAILABLE FROM
HANOVER ARCHITECTURAL PRODUCTS (RED 15),
OR APPROVED EQUAL.0.65" (MIN.)1.6" (MIN.) - 2.3" (MAX.)1.6" (MIN.) - 2.3" (MAX.)TRUNCATED DOMES - PLAN TRUNCATED DOME - SECTION A-A
50% - 65% OF BASE DIAMETER
0.9" (MIN.) - 1.4" (MAX.)0.2"BASE DIAMETER
PAVEMENT OR GUTTER
DETECTABLE WARNING SURFACE
1/2" WIDE X 1/8" DEEP GROOVE @ 2" O.C.
DETECTABLE WARNING PAVERS - DETAIL E ADA RAMP - TYPE 3 - DETAIL C
PLAN
PER PLAN
1'-0" 1'-0"2'-0"6'-0"12:1 (MAX.)1/4"6" 6" ELEVATION
SEE DETECTABLE WARNING
PAVER DETAIL THIS SHEET
BROOM FINISH
HANDICAP RAMP - TYPE 1 - DETAIL A
1/2" = 1'-0"
HANDICAP RAMP - TYPE 2 - DETAIL B
SEE DETECTABLE WARNING
PAVER DETAIL THIS SHEET
EXPANSION JOINT
ADA RAMP - TYPE 4 - DETAIL D
PER PLAN
6'-0"6'-0"PER PLAN EXISTING TO NEW CONCRETE
CONNECTION - PER DETAIL K/G4.11
EXISTING TO NEW CONCRETE
CONNECTION - PER DETAIL K/G4.11
STRAIGHT CURB -
PER DETAIL H/G4.11
STRAIGHT CURB -
PER DETAIL H/G4.11
SEE DETECTABLE WARNING
PAVER DETAIL THIS SHEET
12:1 MAX. 12:1 MAX.EXISTING SIDEWALK
EXISTING SIDEWALK
EXISTING DRIVE
20
20
20
DETECTABLE WARNING SURFACE
1/2" WIDE X 1/8" DEEP GROOVE @ 2" O.C.
DETECTABLE WARNING SURFACE
1/2" WIDE X 1/8" DEEP GROOVE @ 2" O.C.
1.5% MAX.
EXPANSION JOINT
44
7
7
7 77
8
8 1 SSB FINAL CD'S 4-26-2023
2 5-5-2023TAC RESPONSE
06/27/23
UPREF.23'-8 5/8"26'-6 3/8"23'-8 5/8"32'-7 5/8"20'-8"76'-0"
52'-8"
31'-10"
18 '-9 5/8"TBM#1 = 813.74
TBM#2 = 809.81
TBM#3 = 803.80FINAL PLAT OFARDEN TOWNHOMESINSTR. #2007001171LOT
1201
LOT
1202
LOT
1203
LOT
1204
LOT
1205
LOT
1206
LOT
1207
LOT 1301
LOT 1302
LOT 1303
LOT 1304
LOT 1305
LOT 1306
LOT 1401
LOT 1402
LOT 1403
LOT 1404
LOT 1405
LOT 1406
LOT 1701
LOT 1702
LOT 1703
LOT 1704
LOT 401
LOT 402
LOT 403
LOT 404
LOT 405
LOT 301
LOT 302
LOT 303
LOT 304
LOT 305
LOT 201
LOT 202
LOT 203
LOT 204
LOT 205
LOT 101
LOT 102
LOT 103
LOT 104
LOT 105
COMMON AREA "B"COMMON AREA "N"PRIVATE ALLEY
COMMON AREA "L"
COMMON AREA "H"
COMMON AREA "F"
COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEY FDC
P ROPE
R
T
Y
LINE
P ROPE
R
T
Y
LI
N
E
P
ROP
E
R
T
Y
LI
N
E
PROPERTY
L
INE
P
ROP
ER
T
Y
LI
N
E
PROPERTY LINE
PROPERTY LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
GREYHOUND ACTIVITY CENTER
SOUTH ENTRANCE BUILDINGS
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 04.26.2023
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
SU1.0
SITE UTILITY PLAN - OVERALL
80 2400 80 160
SEE SITE UTILITY PLAN SU1.4
(SOUTH SUPPORT BUILDINGS PROJECT)
SEE SITE UTILITY PLAN SU1.5
(GREYHOUND ACTIVITY CENTER PROJECT)
SEE EROSION CONTROL PLAN G3.3
(GREYHOUND ACTIVITY CENTER PROJECT)
SEE SITE UTILITY PLAN SU1.1
(SOUTH SUPPORT BUILDINGS PROJECT)
SEE SITE UTILITY PLAN SU1.2
(NOT IN CONTRACT)
50'
UTILITY KEYNOTES
1. CONNECT NEW GREYHOUND ACTIVITY CENTER NATURAL GAS LINE
SERVICE FEED TO EXISTING ON-SITE GAS MAIN, COORDINATE
CONNECTION WITH UTILITY COMPANY. PROTECT THE EXISTING GAS
LINE(S) DURING BOTH DEMOLITION AND CONSTRUCTION ACTIVITIES.
2. PROPOSED GAS LINE ROUTE TO NEW GREYHOUND ACTIVITY CENTER
3. CONNECT NEW SOUTH SUPPORT BUILDING NATURAL GAS LINE
SERVICE FEED TO EXISTING ON-SITE GAS MAIN, COORDINATE
CONNECTION WITH UTILITY COMPANY
4. PROPOSED GAS LINE ROUTE TO NEW SOUTH SUPPORT BUILDING
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
1
3
4
2
2
2
2
2
ADDENDUM #1 1-6-20231
2 REGULATORY REVIEW1-18-2023
3 TAC RESPONSE 03-17-2023
4 SSB FINAL CD'S 4-26-2023
5 5-5-2023TAC RESPONSE
HORIZONTAL AND VERTICAL DATUM:
6 5-6-2023TAC RESPONSE
06/27/23
REF.23 '-8 5/8"26'-6 3/8"23 '-8 5/8"28 '-0 3/8"20'-8"32 '-7 5/8"20 '-8"175 '-11 5/8"76 '-0"
26 '-0"76'-0"52'-8"31'-10"18 '-9 5/8"SMOKEY ROW ROAD / E 136TH STREET
TBM#2 = 809.81
SMOKEY ROW ROAD / E 136TH STREET
PROPERTY LINE
FDC FDC FDC FDC FDC FDC FDC
63' of 12" RCP @ 0.32
%
21' of 12" RCP @ 0.32%
31' of 12" RCP @ 0.32%65' of 24" RCP @ 0.48%
65' of 36" RCP
@ 0.
1
5
%
237' of 36" RCP @ 0.15%
17' of 12" RCP @ 0.32%
4
0
'
o
f
2
4
"
RCP
@
0
.
2
0%
90' of 18" RCP @ 0.30%
83' of 18" RCP @ 0.45%
14' of 24" RCP @ 0.40%
5
5
4
4
8
7 6
1011
2
12 12
12
3
9
12 12
12
12
13
13 1314
14
14
14
16
16
15
15
17
17
11
CONNECT TO
EXISTING LINE
18
1
INV. 803.75
20
20
20
20
20
ST-208
RIM. = 808.89'
INV. 798.55 (W)
INV. 798.55 (E)
ST-204
RIM. = 806.51'
INV. 801.96 (NW)
INV. 798.96 (E)
INV. 799.34 (W)
INV. 799.01 (N)
ST-207
RIM. = 806.45'
INV. 798.65 (W)
INV. 798.65 (E)
INV. 799.10 (NW)
ST-206
RIM. = 806.25'
INV. 802.18 (W)
INV. 799.18 (SE)
INV. 799.28 (NE)
ST-202
RIM. = 806.11'
INV. 802.13 (W)
INV. 802.13 (E)
ST-303
RIM. = 806.08'
INV. 801.14 (W)
INV. 801.14 (E)
INV. 801.04 (N)
ST-201
RIM. = 806.06'
INV. 802.33 (E)
ST-203
RIM. = 805.99'
INV. 802.06 (W)
INV. 802.06 (SE)
ST-205
RIM. = 805.98'
INV. 802.23 (E)
ST-304
RIM. = 805.92'
INV. 800.99 (S)
INV. 800.44 (E)
ST-302
RIM. = 805.64'
INV. 801.52 (W)
ST-301
RIM. = 805.63'
INV. 801.41 (E)
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!
SU1.1
SITE UTILITY PLAN - SOUTH
SOUTH ENTRANCE BUILDING
FFE = 806.75
SOUTH ENTRANCE BUILDING
FFE = 806.75
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW WATER LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW FIRE HYDRANT
NEW FIRE DEPARTMENT CONNECTION
APPROXIMATE LIMITS OF CONSTRUCTION
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
UTILITY KEYNOTES
1. PROPOSED SANITARY CLEANOUT
2. PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE
3. NEW 6" SANITARY LATERAL INVERT = 803.05. CORE DRILL AND
CONNECT TO EXISTING MANHOLE
4. PROPOSED CONNECTION TO EXISTING WATER LINE
5. PROPOSED 8" PVC WATER LINE
6. PROPOSED 3" DOMESTIC WATER SERVICE LINE
7. PROPOSED 4" FIRE PROTECTION LINE
8. PROPOSED FIRE DEPARTMENT CONNECTION
9. PROPOSED POST INDICATOR VALVE
10. PROPOSED GAS METER LOCATION
11. PROPOSED GAS LINE PER GAS COMPANY. COORDINATE ROUTE AND
SIZE WITH GAS COMPANY.
12. PROPOSED STORM CLEANOUT
13. NEW 8" HDPE ROOF DRAIN @ 1.00% MIN. SLOPE
14. PROPOSED STORM TRENCH DRAIN
15. NEW 6" HDPE @ 1.00% MIN. SLOPE
16. NEW 8" HDPE @ 1.00% MIN. SLOPE
17. MODIFY EXISTING STRUCTURE TO MEET PROPOSED FINISH GRADE.
REPLACE CASTING WITH NEW NEENAH R-3472. CORE DRILL AND
CONNECT NEW ROOF DRAIN.
18. MODIFY EXISTING STRUCTURE TO MEET PROPOSED FINISH GRADE.
REPLACE CASTING WITH NEW NEENAH R-1772. CORE DRILL AND
CONNECT NEW HDPE PIPE FROM TRENCH DRAIN.
19. OFF-LINE AQUA-SWIRL XC-12 BMP STRUCTURE
20. PROPOSED PAVEMENT UNDERDRAIN
21. RELOCATE PORTION OF EXISTING WATER LINE TO ACHIEVE A
MININUM SEPERATION OF 18" FROM PROPOSED STORM PIPE
22. ADJUST TOP OF ELECTRICAL MANHOLE CASTING TO 804.65. ADD
RISER TO TOP OF EXISTING CONCRETE VAULT AS REQUIRED.SEE SITE UTILITY PLAN - SOUTHEAST - SU1.4SEE SITE UTILITY PLAN - WEST - SU1.6 (NOT IN PROJECT)SEE SITE UTILITY PLAN - CENTER - SU1.2 (NOT IN PROJECT)
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-17-2023
06/27/23
UPTBM#1 = 813.74
KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
P ROPE
R
T
Y
LI
N
E
P
ROP
E
R
T
Y
L
I
N
E
FDC FDC FDC FDC
105' of 12" HDPE Pipe @ 0.32%
83' of 12" HDPE Pipe @ 0.32%180' of 15" HDPE Pipe @ 0.50%281' of 18" HDPE Pipe @ 0.50% 236' of 18" RCP @ 0.50%
108' of 18" RCP @ 2.00%71' of 30" RCP @ 0.30%54' of 12" HDPE Pipe @ 0.40%76' of 15" HDPE Pipe @ 0.38%48' of 15" RCP @ 0.30%73' of 15" RCP @ 0.30%165' of 15" RCP @ 0.50%183' of 24" RCP @ 0.20%67' of 24" RCP @ 0.20%20' of
12
"
RCP @
0
.60%242' of 30" RCP @ 0.
3
0
%159' of 15" HDPE Pipe @ 0.57% 114' of 18" HDPE Pipe @ 0.48%38' of 18" HDPE Pipe @ 0.40%3
12
12
12
12
5
7
7
8
13
14
9
11
102
6
14 2
21
21
21
21
14
21
21
21
21
21
21
21
21
21
21
21
21
21
21
17
16 16 16
15
15
15
15
15
15
5
5
12
MATCH EXISTING
SIZE AND MATERIAL
22
CONNECT TO
EXISTING LINE
23
CONNECT TO
EXISTING LINE
23
23
23
22
22
22
1
INV. 804.15
1
INV. 803.70
24
19 19
19
1919
19
25
4
ST-107
RIM. = 817.35'
INV. 813.39 (N)
INV. 813.39 (S)
ST-106
RIM. = 817.80'
INV. 813.61 (S)
ST-104
RIM. = 817.63'
INV. 811.08 (N)
INV. 810.98 (S)
ST-105
RIM. = 817.72'
INV. 809.58 (N)
INV. 809.48 (E)
ST-112
RIM. = 816.96'
INV. 807.73 (SW)
INV. 808.10 (N)
ST-111
RIM. = 816.35'
INV. 808.30 (W)
INV. 808.20 (E)
INV. 811.50 (N)
ST-103
RIM. = 816.72'
INV. 812.08 (E)
INV. 811.98 (S)
ST-101
RIM. = 816.50'
INV. 812.78 (W)
ST-102
RIM. = 816.50'
INV. 812.45 (E)
INV. 812.35 (W)
ST-113
RIM. = 816.40'
INV. 807.59 (NE)
INV. 806.49 (S)
ST-118
RIM. = 811.49'
INV. 806.04 (W)
INV. 803.94 (E)
INV. 804.34 (SW)
INV. 807.54 (NW)
ST-120
RIM. = 811.13'
INV. 802.90 (W)
INV. 802.80 (SE)
ST-117A
RIM. = 811.05'
INV. 807.66 (SE)
INV. 807.76 (NW)
ST-119
RIM. = 810.52'
INV. 803.73 (W)
INV. 803.63 (E)
ST-114
RIM. = 810.24'
INV. 806.27 (N)
INV. 805.87 (E)
ST-116
RIM. = 810.20'
INV. 804.58 (W)
INV. 804.48 (NE)
ST-121
ST-115
RIM. = 809.72'
INV. 805.04 (W)
INV. 804.94 (E)
ST-108
RIM. = 817.35'
INV. 813.10 (N)
INV. 813.10 (S)
ST-109
RIM. = 817.35'
INV. 812.20 (N)
INV. 812.20 (S)
ST-110
RIM. = 817.51'
INV. 811.65 (N)
INV. 811.65 (S)
26
26
ST-117
RIM. = 811.97'
INV. 808.28 (SE)86' o
f
12
"
RCP @
0
.60%
18
18
18
27
27
18
27
27
18
27
27
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
GREYHOUND ACTIVITY CENTER
(FFE = 818.00)
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!
30 900 30 60
SU1.3
SITE UTILITY PLAN - NORTH
UTILITY KEYNOTES
1. PROPOSED SANITARY CLEANOUT
2. PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE
3. PROPOSED SANITARY MANHOLE. CONNECT TO EXISTING 8" PVC AT
INVERT 800.55. NEW 6" SANITARY LATERAL @ INV. EL. = 802.75
4. EXISTING SANITARY SEWER, VERIFY LOCATION, ELEVATION AND SIZE
PRIOR TO CONSTRUCTION
5. PROPOSED CONNECTION TO EXISTING WATER LINE
6. PROPOSED 6" FIRE PROTECTION LINE
7. PROPOSED FIRE HYDRANT
8. PROPOSED FIRE DEPARTMENT CONNECTION
9. PROPOSED POST INDICATOR VALVE
10. PROPOSED 3" DOMESTIC WATER LINE
11. PROPOSED VALVE
12. PROPOSED 8" PVC WATER LINE
13. PROPOSED GAS METER LOCATION
14. PROPOSED GAS LINE PER GAS COMPANY
15. PROPOSED TURF UNDERDRAIN
16. PROPOSED PAVEMENT UNDERDRAIN
17. STORM TRENCH DRAIN
18. STORM SEWER CLEANOUT
19. 6" PERFORATED UNDERDRAIN FOR RETAINING WALL. CONNECT TO
PROPOSED STORM STRUCTURE
20. AQUA-SWIRL XC-11 BMP STRUCTURE
21. DOWNSPOUT BOOT WITH CLEANOUT ON HORIZONTAL BOOT FOR 6"x
6" DOWNSPOUT. PROVIDE 8" DIP @ 2.00% SLOPE LATERAL AND
CONNECT WITH WYE FITTING TO PROPOSED STORM SEWER. SEE
DETAIL DOWNSPOUT BOOT ON SHEET SU2.11
22. RELOCATED TELECOMMUNICATION LINE
23. RELOCATED ELECTRICAL SERVICE LINE
24. PROPOSED GAS SERVICE FEED, COORDINATE ROUTE & SIZE W/
UTILITY COMPANY (PROVIDE UTILITY ASPHALT PATCH IN ASPHALT
PAVEMENT AREAS) SEE OVERALL SITE UTILITY PLAN FOR
CONTINUATION
25. RELOCATE PORTION OF EXISTING WATER LINE TO ACHIEVE A
MINIMUM SEPARATION OF 18" FROM PROPOSED STORM PIPE
26. PROPOSED 6" STEEL FIRE PROTECTION LINE FROM FIRE
DEPARTMENT CONNECTION (FDC)
27. PROVIDE DRAINAGE PATH/CHANNEL VIA BRICK TO BE OMITTED IN
SCREENWALL AT POINTS THIRD TO ALLOW FOR DRAINAGE
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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. SEE SHEET SU2.1 & SU2.2 FOR DETAILS.
GENERAL NOTES
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW WATER LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW FIRE HYDRANT
NEW FIRE DEPARTMENT CONNECTION
APPROXIMATE LIMITS OF CONSTRUCTION
ADDENDUM #1 1-6-20231
2 REGULATORY REVIEW1-18-2023
3 TAC RESPONSE 03-17-2023
4 RFI - 026 03-15-2023
5 6-15-2023PR006
6 6-16-2023PR007 & TAC RESPONSE
06/27/23
TBM#3 = 803.80
SMOKEY ROW ROAD / E 136TH STREET
SMOKEY ROW ROAD / E 136TH STREET
K
E
Y
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1PROPERTY
L
INE
PROPERTY LINE400' of 30" RCP @ 0.35%88' of
30"
RCP @ 0.35%237' of 36" RCP @ 0.15%193' of 48" RCP @ 0.10%
3
0
'
of
4
8
"
R
C
P
@
0
.
1
3%
8
1
4
4
'
o
f
4
8
"
R
C
P
@
0
.
1
0%
19
21
22
ST-124
RIM. = 805.60'
INV. 799.95 (N)
INV. 799.85 (SE)
ST-125
End Section
INV. 799.54 (NW)
ST-210
RIM. = 808.55'
INV. 798.00 (W)
INV. 800.00 (SE)
INV. 798.00 (S)
ST-209
RIM. = 808.26'
INV. 798.20 (W)
INV. 798.20 (E)
INV. 801.59 (N)
ST-212
End Section
INV. 797.83 (NW)
ST-211
RIM. = 808.64'
INV. 799.96 (NW)
INV. 797.96 (SE)
INV. 797.96 (W)
ST-211A
RIM. = 808.33'
INV. 797.98 (N)
INV. 797.98 (E)
ST-401
RIM. = 802.65'
INV. 797.22 (SW)
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!
40 1200 40 80
SU1.4
SITE UTILITY PLAN - SOUTHEAST
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW WATER LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW FIRE HYDRANT
NEW FIRE DEPARTMENT CONNECTION
APPROXIMATE LIMITS OF CONSTRUCTION
UTILITY KEYNOTES
1. PROPOSED SANITARY CLEANOUT
2. PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE
3. NEW 6" SANITARY LATERAL INVERT = 803.05. CORE DRILL AND
CONNECT TO EXISTING MANHOLE
4. PROPOSED CONNECTION TO EXISTING WATER LINE
5. PROPOSED 8" PVC WATER LINE
6. PROPOSED 3" DOMESTIC WATER SERVICE LINE
7. PROPOSED 4" FIRE PROTECTION LINE
8. PROPOSED FIRE DEPARTMENT CONNECTION
9. PROPOSED POST INDICATOR VALVE
10. PROPOSED GAS METER LOCATION
11. PROPOSED GAS LINE PER GAS COMPANY. COORDINATE ROUTE AND
SIZE WITH GAS COMPANY.
12. PROPOSED STORM CLEANOUT
13. NEW 8" HDPE ROOF DRAIN @ 1.00% MIN. SLOPE
14. PROPOSED STORM TRENCH DRAIN
15. NEW 6" HDPE @ 1.00% MIN. SLOPE
16. NEW 8" HDPE @ 1.00% MIN. SLOPE
17. MODIFY EXISTING STRUCTURE TO MEET PROPOSED FINISH GRADE.
REPLACE CASTING WITH NEW NEENAH R-3472. CORE DRILL AND
CONNECT NEW ROOF DRAIN.
18. MODIFY EXISTING STRUCTURE TO MEET PROPOSED FINISH GRADE.
REPLACE CASTING WITH NEW NEENAH R-1772. CORE DRILL AND
CONNECT NEW HDPE PIPE FROM TRENCH DRAIN.
19. OFF-LINE AQUA-SWIRL XC-12 BMP STRUCTURE
20. PROPOSED PAVEMENT UNDERDRAIN
21. RELOCATE PORTION OF EXISTING WATER LINE TO ACHIEVE A
MININUM SEPERATION OF 18" FROM PROPOSED STORM PIPE
22. ADJUST TOP OF ELECTRICAL MANHOLE CASTING TO 804.65. ADD
RISER TO TOP OF EXISTING CONCRETE VAULT AS REQUIRED.
SEE SITE UTILITY PLAN - NORTHEAST - SU1.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE UTILITY PLAN - SOUTH - SU1.11 REGULATORY REVIEW1-18-2023
2 ADDENDUM #1 1-25-2023
3 TAC RESPONSE 03-17-2023
06/27/23
TBM#1 = 813.74 KEYS
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
P
RO
P
ER
T
Y
L
I
N
E
of 30" RCP @ 0.30%
8
3'
o
f
3
0
"
R
C
P
@ 0.
3
0%25' of
30
"
RCP
@
0
.35%
242' of 30" RCP @ 0.
3
0
%262'
of 30"
RCP
@
0
.35%
12
12
5
20
THIS STORM SEWER STRUCTURE
AND ALL STORM PIPES/STRUCTURES
UPSTREAM OF THIS STRUCTURE IS
UNDER A SEPARATE CONTRACT
25
ST-118
RIM. = 811.49'
INV. 806.04 (W)
INV. 803.94 (E)
INV. 804.34 (SW)
INV. 807.24 (NW)
ST-120
RIM. = 811.13'
INV. 802.90 (W)
INV. 802.80 (SE)
ST-117
RIM. = 811.05'
INV. 807.36 (SE)
ST-119
RIM. = 810.52'
INV. 803.73 (W)
INV. 803.63 (E)
ST-121
RIM. = 809.96'
INV. 802.55 (NW)
INV. 802.45 (SE)
ST-123
RIM. = 807.59'
INV. 801.45 (NW)
INV. 801.35 (S)
ST-122
RIM. = 809.95'
INV. 802.36 (NW)
INV. 802.36 (SE)
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
30 900 30 60
SU1.5
SITE UTILITY PLAN - NORTHEAST
UTILITY KEYNOTES
1. PROPOSED SANITARY CLEANOUT
2. PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE
3. PROPOSED SANITARY MANHOLE. CONNECT TO EXISTING 8" PVC AT
INVERT 800.55. NEW 6" SANITARY LATERAL @ INV. EL. = 802.75
4. EXISTING SANITARY SEWER, VERIFY LOCATION, ELEVATION AND SIZE
PRIOR TO CONSTRUCTION
5. PROPOSED CONNECTION TO EXISTING WATER LINE
6. PROPOSED 6" FIRE PROTECTION LINE
7. PROPOSED FIRE HYDRANT
8. PROPOSED FIRE DEPARTMENT CONNECTION
9. PROPOSED POST INDICATOR VALVE
10. PROPOSED 3" DOMESTIC WATER LINE
11. PROPOSED VALVE
12. PROPOSED 8" PVC WATER LINE
13. PROPOSED GAS METER LOCATION
14. PROPOSED GAS LINE PER GAS COMPANY
15. PROPOSED TURF UNDERDRAIN
16. PROPOSED PAVEMENT UNDERDRAIN
17. STORM TRENCH DRAIN
18. STORM SEWER CLEANOUT
19. 6" PERFORATED UNDERDRAIN FOR RETAINING WALL. CONNECT TO
PROPOSED STORM STRUCTURE
20. AQUA-SWIRL XC-11 BMP STRUCTURE
21. DOWNSPOUT BOOT FOR 6"x 6" DOWNSPOUT. PROVIDE 8" DIP @ 2.00%
SLOPE LATERAL AND CONNECT WITH WYE TO PROPOSED STORM
SEWER.
22. RELOCATED TELECOMMUNICATION LINE
23. RELOCATED ELECTRICAL SERVICE LINE
24. PROPOSED GAS SERVICE FEED, COORDINATE ROUTE & SIZE W/
UTILITY COMPANY (PROVIDE UTILITY ASPHALT PATCH IN ASPHALT
PAVEMENT AREAS) SEE OVERALL SITE UTILITY PLAN FOR
CONTINUATION
25. RELOCATE PORTION OF EXISTING WATER LINE TO ACHIEVE A
MININUM SEPERATION OF 18" FROM PROPOSED STORM PIPE
26. PROPOSED 6" STEEL FIRE PROTECTION LINE FROM FIRE
DEPARTMENT CONNECTION (FDC)
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL
CONSULTANTS DATED MAY 17, 2022. 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.
GENERAL NOTES
SEE SITE UTILITY PLAN - SOUTHEAST - SU1.4 (NOT IN PROJECT)
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW WATER LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW FIRE HYDRANT
NEW FIRE DEPARTMENT CONNECTION
APPROXIMATE LIMITS OF CONSTRUCTION
ADDENDUM #1 1-6-20231
2 REGULATORY REVIEW1-18-2023
3 TAC RESPONSE 03-17-2023
06/27/23
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,)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
NO SCALE
6"
6"6"
END VIEW
6"
5'
MIN. 18" MIN.SECTION VIEW
WATER LINE
STORM SEWER / WATER LINE CROSSING DETAIL
NO SCALE
STORM
SEWER
MUST EXTEND TO
UNDISTURBED
SOIL
CONCRETE ENCASEMENT
REQUIRED IF VERTICAL PIPE
CLEARANCE IS LESS THAN 18".
5'
MIN. 1/6 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. COVER 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
D IA. "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"
PLAN VIEW
SEE SITE
UTILITY PLAN
6"X6" DOWNSPOUT, CONFIRM SIZE WITH
ARCHITECT/PLUMBING ENGINEER
POWDER COATED J.R. HOE CAST IRON DOWNSPOUT
BOOT X 24" VERTICAL W/ 8" DIA. OUTLET
90° DIP ELBOW HDPE FITTING2% MIN.
8" DIP,
SEE SITE UTILITY PLANS
FOR LOCATIONS
45° HDPE ELBOW
45° HDPE WYE
FITTING
FACE OF BUILDING
NO SCALE
DOWNSPOUT BOOT DETAIL
FERNCO TRANSITION COUPLING
FOR DISSIMILAR MATERIALS
HDPE STORM SEWER PIPE.
SEE SITE UTILITY PLANS.
FINISH GRADE
HDPE STORM SEWER PIPE.
SEE SITE UTILITY PLANS.
8" DIP PIPE FERNCO TRANSITION COUPLING
FOR DISSIMILAR MATERIALS
FERNCO TRANSITION COUPLING
FROM BOOT TO AN 8" DIP PIPE
CLEANOUT
FFE
1" = 1'-0"
PRECAST FLARED END SECTION
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
SU2.1
SITE UTILITY DETAILS
ADDENDUM #1 1-6-20231
2 REGULATORY REVIEW1-18-2023
3 6-16-2023PR007 & TAC RESPONSE
06/27/23
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
SU2.2
SITE UTILITY DETAILS
STORM STRUCTURE TABLE
STR.
NO.
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
117A
118
119
120
121
122
123
124
125
STRUCTURE
Inlet Type "A"
Inlet Type "A"
Type "C" Manhole
Type "C" Manhole
Type "C" Manhole
Cleanout
Cleanout
Cleanout
Cleanout
Cleanout
Type "C" Manhole
Type "C" Manhole
Type "C" Manhole
Type "C" Manhole
Inlet Type "M"
Type "C" Manhole
Inlet Type "A"
Inlet Type "A"
Type "K" Manhole
Type "J" Manhole
Type "J" Manhole
Type "J" Manhole
Aqua Swirl XC-11
Type "J" Manhole
Type "J" Manhole
End Section
STRUCTURE
DETAIL
REFERENCE
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.1
SHEET SU2.2
SHEET SU2.1
SHEET SU2.1
Undefined
CASTING TYPE
R-4342
R-4342
R-1772
R-1772
R-1772
JR SMITH 4253
JR SMITH 4253
JR SMITH 4253
JR SMITH 4253
JR SMITH 4253
R-1772
R-4342
R-1772
R-3472
R-3455-C
R-3472
R-4342
R-4342
R-1772
R-4342
R-1772
R-1772
PER MAN.
R-1772
R-1772
N/A
RIM
816.50
816.50
816.72
817.63
817.72
817.80
817.35
817.35
817.35
817.51
816.35
816.96
816.40
810.24
809.72
810.20
811.97
811.05
811.49
810.52
811.13
809.96
809.95
807.59
805.60
-1.00
INCOMING PIPE DATA
(DIRECTION) [FROM STR]
12" HDPE Pipe 812.45 (E) [101]
12" HDPE Pipe 812.08 (E) [102]
15" HDPE Pipe 811.08 (N) [103]
18" HDPE Pipe 809.58 (N) [104]
12" HDPE Pipe 813.39 (N) [106]
15" HDPE Pipe 813.10 (N) [107]
15" HDPE Pipe 812.20 (N) [108]
18" HDPE Pipe 811.65 (N) [109]
18" RCP 808.30 (W) [105]
18" HDPE Pipe 811.50 (N) [110]
12" RCP 808.10 (N) []
15" RCP 807.59 (NE) [112]
15" RCP 806.27 (N) [113]
15" RCP 805.04 (W) [114]
24" RCP 804.58 (W) [115]
12" RCP 807.76 (NW) [117]
18" RCP 806.04 (W) [111]
24" RCP 804.34 (SW) [116]
12" RCP 807.54 (NW) [117A]
30" RCP 803.73 (W) [118]
30" RCP 802.90 (W) [119]
30" RCP 802.55 (NW) [120]
30" RCP 802.36 (NW) [121]
30" RCP 801.45 (NW) [122]
30" RCP 799.95 (N) [123]
30" RCP 799.54 (NW) [124]
OUTGOING PIPE DATA
(DIRECTION) [TO STR]
12" HDPE Pipe 812.78 (W) [102]
12" HDPE Pipe 812.35 (W) [103]
15" HDPE Pipe 811.98 (S) [104]
18" HDPE Pipe 810.98 (S) [105]
18" RCP 809.48 (E) [111]
12" HDPE Pipe 813.61 (S) [107]
15" HDPE Pipe 813.39 (S) [108]
15" HDPE Pipe 813.10 (S) [109]
18" HDPE Pipe 812.20 (S) [110]
18" HDPE Pipe 811.65 (S) [111]
18" RCP 808.20 (E) [118]
15" RCP 807.73 (SW) [113]
15" RCP 806.49 (S) [114]
15" RCP 805.87 (E) [115]
24" RCP 804.94 (E) [116]
24" RCP 804.48 (NE) [118]
12" RCP 808.28 (SE) [117A]
12" RCP 807.66 (SE) [118]
30" RCP 803.94 (E) [119]
30" RCP 803.63 (E) [120]
30" RCP 802.80 (SE) [121]
30" RCP 802.45 (SE) [122]
30" RCP 802.36 (SE) [123]
30" RCP 801.35 (S) [124]
30" RCP 799.85 (SE) [125]
OUTGOING
PIPE L.F.
105'
83'
180'
281'
236'
54'
76'
159'
114'
38'
108'
48'
73'
165'
183'
67'
86'
20'
71'
242'
83'
25'
262'
400'
88'
OUTGOING
PIPE SIZE
12"
12"
16"
18"
18"
12"
16"
16"
18"
18"
18"
15"
15"
15"
24"
24"
12"
12"
30"
30"
30"
30"
30"
30"
30"
OUTGOING
GRADE
0.32%
0.32%
0.50%
0.50%
0.50%
0.40%
0.38%
0.57%
0.48%
0.40%
2.00%
0.30%
0.30%
0.50%
0.20%
0.20%
0.60%
0.60%
0.30%
0.30%
0.30%
0.35%
0.35%
0.35%
0.35%
CONNECT TO
STR.
102
103
104
105
111
107
108
109
110
111
118
113
114
115
116
118
117A
118
119
120
121
122
123
124
125
REMARKS
-
-
-
-
-
HDPE Wye Fitting - 8"x12"x12"
HDPE Wye Fitting - 8"x12"x15"
HDPE Wye Fitting - 8"x15"x15"
HDPE Wye Fitting - 8"x18"x18"
HDPE Wye Fitting - 8"x18"x18"
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-NOT IN CONTRACT
NOT IN CONTRACT
ADDENDUM #1 1-6-20231
STORM WATER QUALITY BMP STRUCTURE (ST-122)
2 REGULATORY REVIEW1-18-2023
3 6-15-2023PR006
4 6-16-2023PR007 & TAC RESPONSE
06/27/23
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
SU2.3
SITE UTILITY DETAILS
1 REGULATORY REVIEW1-18-2023
06/27/23
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
SU2.4
SITE UTILITY DETAILS
1 REGULATORY REVIEW1-18-2023
06/27/23
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,)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
NO SCALE
6"
6"6"
END VIEW
6"
5'
MIN. 18" MIN.SECTION VIEW
WATER LINE
STORM SEWER / WATER LINE CROSSING DETAIL
NO SCALE
STORM
SEWER
MUST EXTEND TO
UNDISTURBED
SOIL
CONCRETE ENCASEMENT
REQUIRED IF VERTICAL PIPE
CLEARANCE IS LESS THAN 18".
5'
MIN. 1/6 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 dSTORM SEWER (RCP) TRENCH DETAIL
SLOPE
MIN.
NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARD
BOXES OR EXTENDED FLUSH WITH THE PAVING. COVER 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
D IA. "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"
PLAN VIEW
SEE SITE
UTILITY PLAN
DOWNSPOUT, SIZE BY
ARCHITECT/PLUMBING
ENGINEER
CAST IRON DOWNSPOUT SHOE
(NEENAH R-4929 OFFSET OR
APPROVED EQUAL)
8" DIP PIPE
90° DIP ELBOW
HDPE FITTING
2% MIN.
8" DIP,
SEE SITE UTILITY
PLANS FOR SIZES
45° HDPE ELBOW
45° HDPE WYE
FITTING
FACE OF BUILDING
NO SCALE
DOWNSPOUT BOOT DETAIL
TRANSITION COUPLING FOR
DISSIMILAR MATERIALS
HDPE STORM SEWER PIPE.
SEE SITE UTILITY PLANS.
FINISH GRADE
HDPE STORM SEWER PIPE.
SEE SITE UTILITY PLANS.
8" DIP PIPE
TRANSITION COUPLING FOR
DISSIMILAR MATERIALS
1" = 1'-0"
PRECAST FLARED END SECTION
SU2.11
SITE UTILITY DETAILS
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
1 REGULATORY REVIEW1-18-2023
06/27/23
123
124
125
Type "J" Manhole
Type "J" Manhole
End Section Undefined
R-1772
R-1772
N/A
807.59
805.60
-1.00
30" RCP 801.45 (NW) [122]
30" RCP 799.95 (N) [123]
30" RCP 799.54 (NW) [124]
30" RCP 801.35 (S) [124]
30" RCP 799.85 (SE) [125]
400'
88'
30"
30"
0.35%
0.35%
124
125
-
-
STORM STRUCTURE TABLE
STR.
NO.
201
202
203
204
205
206
207
208
209
210
211A
211
212
301
302
303
304
401
STRUCTURE
Inlet Type "A"
Inlet Type "A"
Type "C" Manhole
Type "K" Manhole
Inlet Type "A"
Type "J" Manhole
Type "L" Manhole
Type "J" Manhole
Type "L" Manhole
Type "N" Manhole
Aqua-Swirl XC-12
Type "N" Manhole
End Section
Inlet Type "M"
Inlet Type "M"
Type "C" Manhole
Type "J" Manhole
Outlet Control Structure
STRUCTURE
DETAIL
REFERENCE
Undefined
CASTING TYPE
R-3472
R-3472
R-3472
R-1772
R-3472
R-1772
R-1772
R-1772
R-1772
R-1772
PER MAN.
R-1772
N/A
R-3287-10V
R-3287-10V
R-3472
R-3472
R-4215-C
RIM
806.06
806.11
805.99
806.51
805.98
806.25
806.45
808.89
808.26
808.55
808.33
808.64
-1.00
805.63
805.64
806.08
805.92
802.65
INCOMING PIPE DATA
(DIRECTION) [FROM STR]
12" RCP 802.13 (W) [201]
12" RCP 802.06 (W) [202]
12" RCP 801.96 (NW) [203]
18" RCP 799.34 (W) []
24" RCP 799.01 (N) []
12" RCP 802.18 (W) [205]
24" RCP 799.28 (NE) []
24" RCP 798.65 (W) [204]
24" RCP 799.10 (NW) [206]
36" RCP 798.55 (W) [207]
36" RCP 798.20 (W) [208]
36" RCP 801.59 (N) []
48" RCP 798.00 (W) [209]
30" HDPE Pipe 797.98 (N) [210]
48" RCP 799.96 (NW) [210]
30" HDPE Pipe 797.96 (W) [211A]
48" RCP 797.83 (NW) [211]
18" RCP 801.14 (W) [301]
18" RCP 801.14 (E) [302]
24" RCP 800.99 (S) [303]
OUTGOING PIPE DATA
(DIRECTION) [TO STR]
12" RCP 802.33 (E) [202]
12" RCP 802.13 (E) [203]
12" RCP 802.06 (SE) [204]
24" RCP 798.96 (E) [207]
12" RCP 802.23 (E) [206]
24" RCP 799.18 (SE) [207]
36" RCP 798.65 (E) [208]
36" RCP 798.55 (E) [209]
48" RCP 798.20 (E) [210]
48" RCP 800.00 (SE) [211]
30" HDPE Pipe 798.00 (S) [211A]
30" HDPE Pipe 797.98 (E) [211]
48" RCP 797.96 (SE) [212]
18" RCP 801.41 (E) [303]
18" RCP 801.52 (W) [303]
24" RCP 801.04 (N) [304]
36" RCP 800.44 (E) []
24" RCP 797.22 (SW) []
OUTGOING
PIPE L.F.
63'
21'
31'
65'
17'
40'
65'
237'
193'
30'
21'
21'
144'
90'
83'
14'
3'
2'
OUTGOING
PIPE SIZE
12"
12"
12"
24"
12"
24"
36"
36"
48"
48"
30"
30"
48"
18"
18"
24"
36"
24"
OUTGOING
GRADE
0.32%
0.32%
0.32%
0.48%
0.32%
0.20%
0.15%
0.15%
0.10%
0.13%
0.10%
0.10%
0.10%
0.30%
0.45%
0.40%
0.00%
0.00%
CONNECT TO
STR.
202
203
204
207
206
207
208
209
210
211
211A
211
212
303
303
304
REMARKS
-
-
-
-
-
-
-
-
-
-
SEE PLAN VIEW DETAIL ON
THIS SHEET
-
-
-
-
-
-
SU2.21
SITE UTILITY DETAILS
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 04.26.2023
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
TOP OF BANK = 804.65
SIDE VIEW
EXISTING 24" RCP
OUTLET
30"x 30"
INV. = 797.22
24"W x 12"H WEIR OPENING
INV.= 801.50
NEENAH R-4215-C
CATCH BASIN FRAME AND GRATE
RIM ELEV. = 802.65 (100 YR)
COMPACTED
SUBGRADE
CLASS "A" PRECAST
REINFORCED
CONCRETE BOX
8" BASE SET ON 6" OF #8
OR #2 STONE
COMPACTED
SUBGRADE
BASE SET ON 6" OF #8
OR #2 STONE
GROUT AS REQUIRED
30"x 30"
FRONT VIEW
EXISTING 24" RCP OUTLET
INV. = 797.22
MAX SLOPE = 3:1
9.3" DIA. ORIFICE INV.= 797.22
24"W x 12"H WEIR OPENING
INV.= 801.50
NEENAH R-4215-C
CATCH BASIN FRAME AND GRATE
RIM ELEV. = 802.65 (100 YR)
STR.401 OUTLET CONTROL STRUCTURE DETAIL
NO SCALE
9.3" DIA. ORIFICE INV.= 797.2224" SUMP24" SUMPSTORM WATER QUALITY BMP STRUCTURE DETAIL (ST-211A)
48" RCP INV. = 798.00
30" HDPE INV. = 798.00
STR. ST-210
STR. ST-211
STR. ST-211A
30" HDPE INV. = 797.98
30" HDPE INV. = 797.98
30" HDPE INV. = 797.96
48" RCP INV. = 797.96
FLOW
F
L
OW
48" RCP INV. = 800.00
48" RCP INV. = 799.96
16.46' OF 30" HDPE @ 0.12%
21.21' OF 30" HDPE @ 0.10%
30.00' OF 48" RCP @ 0.13%
(HIGH FLOW BY-PASS)
OFF-LINE BMP AQUA-SWIRL XC-12 PLAN VIEW DETAIL (ST-211A)
OUTLET PIPE ORIENTATION TO BE 90°
DRY POND EMERGENCY SPILLWAY DETAIL
80' BOTTOM WIDTH
MAX SL
O
P
E
3:1
SPILLWAY EL.= 802.65
MAX SLOPE
3
:
1
TOP OF BANK
EL. = 804.65
TOP OF BANK
EL. = 804.65
1 REGULATORY REVIEW1-18-2023
2 ADDENDUM #1 1-25-2023
3 TAC RESPONSE 03-17-2023
4 SSB FINAL CD'S 4-26-2023
TOP OF RIM = 808.55
FINISH
GRADE
STORM MANHOLE ST-210 (DIVERSION STRUCTURE)
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
7'-3" MIN. 9"8" MIN.3" MIN.16"TYP.5"5"CONCRETE REDUCER CAP
BASE SET ON 6" OF
#8 OR #2 STONE
COMPACTED
SUBGRADE
108"
1'-0" MIN. OVER
HIGHEST PIPE
3 0" H
D
P
E
IN V = 7
9
8.
00
TO BMP
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.
FLOW
48" RCP INV. = 798.00
48" RCP INV. = 800.00
(HIGH FLOW BY-PASS)
9"
5 TAC RESPONSE 05-24-2023
06/27/23
SU2.31
SITE UTILITY DETAILS
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
1 REGULATORY REVIEW1-18-2023
06/27/23
SU2.41
SITE UTILITY DETAILS
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
1 REGULATORY REVIEW1-18-2023
06/27/23
ST-106
RIM. = 817.80'
ST-103
RIM. = 816.72'
ST-101
RIM. = 816.50'ST-102
RIM. = 816.50'
808
810
815
820
825
830
808
810
815
820
825
830
-0+50 0+00 1+00 2+00 2+50T.C. = 816.72STR# 103Type "C" ManholeE 12" HDPE Pipe = 812.08S 15" HDPE Pipe = 811.98STA. 0+00T.C. = 816.50STR# 102Inlet Type "A"E 12" HDPE Pipe = 812.45W 12" HDPE Pipe = 812.35STA. 0+83T.C. = 816.50STR# 101Inlet Type "A"W 12" HDPE Pipe = 812.78STA. 1+88105 LF OF 12" HDPE Pipe @ 0.32%83 LF OF 12" HDPE Pipe @ 0.32%
PROPOSED
GRADE
EXISTING
GRADE
HYDRAULIC GRADE LINE
800
805
810
815
820
825
830
800
805
810
815
820
825
830
-0+50 0+00 1+00 2+00 3+00 4+00 5+00T.C. = 816.72STR# 103Type "C" ManholeE 12" HDPE Pipe = 812.08S 15" HDPE Pipe = 811.98STA. -0+00180 LF OF 15" HDPE Pipe @ 0.50% T.C. = 817.63STR# 104Type "C" ManholeN 15" HDPE Pipe = 811.08S 18" HDPE Pipe = 810.98STA. 1+80281 LF OF 18" HDPE Pipe @ 0.50%T.C. = 817.72STR# 105Type "C" ManholeN 18" HDPE Pipe = 809.58E 18" RCP = 809.48 STA. 4+61CONNECT PROPOSED
8" PVC (DOWNSPOUT)
TO MANHOLE
A A A A A A A A
B
B
PROPOSED GRADE
EXISTING
GRADE
HYDRAULIC GRADE LINE UPFDC
ST-105
RIM. = 817.72'
ST-104
RIM. = 817.63'
ST-112
RIM. = 816.96'
ST-103
RIM. = 816.72'
ST-106
RIM. = 817.80'
ST-110
RIM. = 817.51'
ST-107
RIM. = 817.35'
ST-108
RIM. = 817.35'
ST-109
RIM. = 817.35'
ST-101
RIM. = 816.50'
ST-111
RIM. = 816.35'
800
805
810
815
820
825
830
800
805
810
815
820
825
830
-0+50 0+00 1+00 2+00 3+00 4+00 5+00T.C. = 817.80STR# 106CleanoutS 12" HDPE Pipe = 813.61STA. -0+0054 LF OF 12" HDPE Pipe @ 0.40%T.C. = 817.35STR# 107 Cleanout N 12" HDPE Pipe = 813.39S 15" HDPE Pipe = 813.39STA. 0+5476 LF OF 15" HDPE Pipe @ 0.38%T.C. = 817.35STR# 108CleanoutN 15" HDPE Pipe = 813.10S 15" HDPE Pipe = 813.10STA. 1+31159 LF OF 15" HDPE Pipe @ 0.57%T.C. = 817.35STR# 109CleanoutN 15" HDPE Pipe = 812.20S 18" HDPE Pipe = 812.20STA. 2+90114 LF OF 18" HDPE Pipe @ 0.48%T.C. = 817.51STR# 110CleanoutN 18" HDPE Pipe = 811.65S 18" HDPE Pipe = 811.65STA. 4+04T.C. = 816.35STR# 111Type "C" ManholeW 18" RCP = 808.30E 18" RCP = 808.20N 18" HDPE Pipe = 811.50STA. 4+4138 LF OF 18" HDPE Pipe @ 0.40%
CONNECT PROPOSED
8" PVC (DOWNSPOUT)
TO MANHOLE
CONNECT PROPOSED
8" PVC (DOWNSPOUT)
TO MANHOLE
A A A A A A A
BB
B BB
B
EXISTING GRADE
PROPOSED GRADE
PROPOSED GAS
SERVICE LINE
HYDRAULIC GRADE LINE
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
30 90 0 30 60
SU3.1
STORM SEWER PLAN AND PROFILES
STORM SEWER PLAN
STORM SEWER PROFILE 1
STORM SEWER PLAN
STORM SEWER PROFILE 2
30 900 30 60
STORM SEWER PLAN
STORM SEWER PROFILE 3
30 900 30 60
STORM PROFILE 1
STORM PROFILE 2
STORM PROFILE 3
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-17-2023
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. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL
CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO
SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 fps OR LESS OR 10 fps OR GREATER (AT FULL
FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION
OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS
AND AS APPROVED BY THE CITY OF CARMEL.
GENERAL NOTES
STORM PROFILE KEYNOTES
A. 8" PVC DOWNSPOUT CONNECTION
B. GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWER
TRENCH DETAILS ON DWG SU2.1
APPROXIMATE LIMITS OF GRANULAR BACKFILL
3 5-5-2023TAC RESPONSE
4 6-16-2023
4
4 4 4 4
44 44
PR007 & TAC RESPONSE
06/27/23
800
805
810
815
820
825
830
800
805
810
815
820
825
830
-0+50 0+00 1+00 2+00T.C. = 816.96STR# 112Type "C" ManholeSW 15" RCP = 807.73N 12" RCP = 808.10STA. -0+00T.C. = 816.40STR# 113Type "C" ManholeNE 15" RCP = 807.59S 15" RCP = 806.49STA. 0+48T.C. = 810.24 STR# 114 Type "C" ManholeN 15" RCP = 806.27 E 15" RCP = 805.87STA. 1+21 73 LF OF 15" RCP @ 0.30%
48 LF OF 15" RCP @ 0.30%
B
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED 8" WATER LINE18" MIN. 18"MIN.PROPOSED FIRE
PROTECTION LINE
HYDRAULIC GRADE LINE
CONNECT PROPOSED
UNDERDRAIN TO
MANHOLE FDCST-105
RIM. = 817.72'
ST-112
RIM. = 816.96'
ST-113
RIM. = 816.40'
ST-114
RIM. = 810.24'
795
800
805
810
815
820
825
830
795
800
805
810
815
820
825
830
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00T.C. = 817.72STR# 105Type "C" ManholeN 18" HDPE Pipe = 809.58E 18" RCP = 809.48STA. 0+00236 LF OF 18" RCP @ 0.50%T.C. = 816.35STR# 111Type "C" ManholeW 18" RCP = 808.30E 18" RCP = 808.20N 18" HDPE Pipe = 811.50STA. 2+36108 LF OF 18" RCP
@ 2.00%T.C. = 811.49STR# 118Type "K" ManholeW 18" RCP = 806.04E 30" RCP = 803.94SW 24" RCP = 804.34NW 12" RCP = 807.54STA. 3+4471 LF OF 30" RCP @ 0.30%T.C. = 810.52STR# 119Type "J" ManholeW 30" RCP = 803.73E 30" RCP = 803.63STA. 4+15242 LF OF 30" RCP @ 0.30%T.C. = 811.13STR# 120Type "J" ManholeW 30" RCP = 802.90SE 30" RCP = 802.80STA. 6+57B
B
B B
EXISTING GRADE
PROPOSED GRADE
PROPOSED
TELECOMMUNICATION
SERVICE LINE
PROPOSED DOMESTIC
WATER SERVICE LINE
PROPOSED FIRE
PROTECTION LINES
PROPOSED 6"
SANITARY LATERAL
PROPOSED GAS
SERVICE LINE
RELOCATE PORTION OF EXISTING
WATER LINE TO ACHIEVE A
MININUM SEPERATION OF 18"
FROM PROPOSED STORM PIPE 18"MIN.PROPOSED 8" WATER LINE 18"MIN.PROPOSED
ELECTRICAL
SERVICE LINE
HYDRAULIC GRADE LINE
TBM#1 = 813.74 KEYS
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
FDC
ST-105
RIM. = 817.72'
ST-111
RIM. = 816.35'
ST-118
RIM. = 811.49'
ST-120
RIM. = 811.13'
ST-117A
RIM. = 811.05'
ST-119
RIM. = 810.52'
ST-114
FDC
RIM. = 817.72'
ST-111
RIM. = 816.35'
ST-118
RIM. = 811.49'
ST-114
RIM. = 810.24'
ST-116
RIM. = 810.20'ST-115
RIM. = 809.72'
795
800
805
810
815
820
825
795
800
805
810
815
820
825
-0+50 0+00 1+00 2+00 3+00 4+00 4+50T.C. = 810.24STR# 114Type "C" ManholeN 15" RCP = 806.27E 15" RCP = 805.87STA. 0+00 165 LF OF 15" RCP @ 0.50%T.C. = 809.72STR# 115Inlet Type "M"W 15" RCP = 805.04E 24" RCP = 804.94STA. 1+65183 LF OF 24" RCP @ 0.20%T.C. = 810.20STR# 116Type "C" ManholeW 24" RCP = 804.58NE 24" RCP = 804.48STA. 3+4867 LF OF 24" RCP @ 0.20%T.C. = 811.49STR# 118Type "K" ManholeW 18" RCP = 806.04E 30" RCP = 803.94SW 24" RCP = 804.34NW 12" RCP = 807.54STA. 4+15B B B
EXISTING GRADE
PROPOSED GRADE
PROPOSED
TELECOMMUNICATION
SERVICE LINE
PROPOSED GAS
SERVICE LINE
PROPOSED ELECTRICAL
SERVICE LINE
PROPOSED 8" WATER LINE 18" MIN.HYDRAULIC GRADE LINE
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
SU3.2
STORM SEWER PLAN AND PROFILES
STORM SEWER PLAN
STORM SEWER PROFILE 5
30 900 30 60
30 900 30 60
STORM SEWER PLAN
STORM SEWER PROFILE 4
30 900 30 60
STORM SEWER PLAN
STORM SEWER PROFILE 6
STORM PROFILE 4
STORM PROFILE 5
STORM PROFILE 6
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-17-2023
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. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL
CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO
SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 fps OR LESS OR 10 fps OR GREATER (AT FULL
FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION
OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS
AND AS APPROVED BY THE CITY OF CARMEL.
GENERAL NOTES
STORM PROFILE KEYNOTES
A. 8" PVC DOWNSPOUT CONNECTION
B. GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWER
TRENCH DETAILS ON DWG SU2.1
APPROXIMATE LIMITS OF GRANULAR BACKFILL
3 5-5-2023TAC RESPONSE
4 6-16-2023PR007 & TAC RESPONSE
06/27/23
KEYSTON
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
P ROPERT
Y
L
I
N
E
ST-120
RIM. = 811.13'
ST-121
RIM. = 809.96' ST-122
RIM. = 809.95'
ST-123
RIM. = 807.59'
795
800
805
810
815
820
825
795
800
805
810
815
820
825
-0+50 0+00 1+00 2+00 3+00 4+004+00T.C. = 811.13STR# 120Type "J" ManholeW 30" RCP = 802.90SE 30" RCP = 802.80STA. -0+0083 LF OF 30" RCP @ 0.30%T.C. = 809.96STR# 121Type "J" ManholeNW 30" RCP = 802.55SE 30" RCP = 802.45STA. 0+83STR# 122
Aqua-Swirl AS-7
T.C. = 809.95
NW 30" RCP = 802.36
SE 30" RCP = 802.36
STA. 1+08
25 LF OF 30" RCP @ 0.35% 262 LF OF 30" RCP @ 0.35% T.C. = 807.59STR# 123Type "J" ManholeNW 30" RCP = 801.45S 30" RCP = 801.35STA. 3+70EXISTING GRADE
HYDRAULIC GRADE LINE
ST-123
RIM. = 807.59'
ST-124
RIM. = 805.60'
ST-125
RIM. = 802.42'
790
795
800
805
810
815
820
790
795
800
805
810
815
820
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50T.C. = 807.59 STR# 123Type "J" ManholeNW 30" RCP = 801.45S 30" RCP = 801.35STA. -0+00400 LF OF 30" RCP @ 0.35%T.C. = 805.60 STR# 124 Type "J" ManholeN 30" RCP = 799.95SE 30" RCP = 799.85STA. 4+00 T.C. = 802.42STR# 125End SectionNW 30" RCP = 799.54STA. 4+8888 LF OF 30" RCP @ 0.35%
EXISTING GRADE
HYDRAULIC GRADE LINE
RIM. = 817.51'
ST-111
RIM. = 816.35'
ST-118
RIM. = 811.49'
ST-117
RIM. = 811.05'
795
800
805
810
815
820
825
795
800
805
810
815
820
825
-1+00-1+00 0+00 1+001+00
STR# 117
Inlet Type "A"
T.C. = 811.05
SE 12" RCP = 807.36
STA. 0+00
T.C. = 811.49STR# 118Type "K" ManholeW 18" RCP = 806.04E 30" RCP = 803.94SW 24" RCP = 804.34NW 12" RCP = 807.24STA. 0+2020 LF OF 12" RCP @ 0.60%
B
PROPOSED GRADEEXISTING GRADE
HYDRAULIC GRADE LINE
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 222063.00
CARMEL HIGH
SCHOOL
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 12.01.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
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!
SU3.3
STORM SEWER PLAN AND PROFILES
STORM SEWER PLAN
30 900 30 60
STORM SEWER PROFILE 8
30 900 30 60
STORM SEWER PLAN (NOT IN CONTRACT)
STORM SEWER PROFILE 9 (NOT IN CONTRACT)
30 90 0 30 60
STORM SEWER PLAN
STORM SEWER PROFILE 7
STORM PROFILE 7
STORM PROFILE 8
STORM PROFILE 9
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. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL
CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO
SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 fps OR LESS OR 10 fps OR GREATER (AT FULL
FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION
OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS
AND AS APPROVED BY THE CITY OF CARMEL.
GENERAL NOTES
STORM PROFILE KEYNOTES
A. 8" PVC DOWNSPOUT CONNECTION
B. GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWER
TRENCH DETAILS ON DWG SU2.1
APPROXIMATE LIMITS OF GRANULAR BACKFILL
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-17-2023
3 5-5-2023TAC RESPONSE
06/27/23
REF.26'-6 3/8"
23 '-8 5/8"
28 '-0 3/8"
20'-8"
32 '-7 5/8"
20'-8"
175 '-11 5/8"
76 '-0"
26 '-0"
76 '-0"
ST-204
RIM. = 806.51'
ST-207
RIM. = 806.45'
ST-206
RIM. = 806.25'
ST-202
RIM. = 806.11'
ST-201
RIM. = 806.06'
ST-203
RIM. = 805.99'
ST-205
RIM. = 805.98'
790
795
800
805
810
815
820
790
795
800
805
810
815
820
-0+50 0+00 1+00 2+00 2+50T.C. = 806.06STR# 201Inlet Type "A"E 12" RCP = 802.33STA. 0+0063 LF OF 12" RCP @ 0.32%
STR# 202
Inlet Type "A"
T.C. = 806.11
W 12" RCP = 802.13
E 12" RCP = 802.13
STA. 0+63
21 LF OF 12" RCP @ 0.32%T.C. = 805.99STR# 203Type "C" ManholeW 12" RCP = 802.06SE 12" RCP = 802.06STA. 0+8431 LF OF 12" RCP @ 0.32%T.C. = 806.51STR# 204Type "K" ManholeNW 12" RCP = 801.96E 24" RCP = 798.96W 18" RCP = 799.34N 24" RCP = 799.01STA. 1+1565 LF OF 24" RCP @ 0.48% T.C. = 806.45STR# 207Type "L" ManholeW 24" RCP = 798.65E 36" RCP = 798.65NW 24" RCP = 799.10STA. 1+80PROPOSED GRADE
EXISTING GRADE
BB
B B
HYDRAULIC GRADE LINE
FDC
ST-208
RIM. = 808.89'
ST-204
RIM. = 806.51'
ST-207
RIM. = 806.45'
ST-206
RIM. = 806.25'
ST-205
RIM. = 805.98'
790
795
800
805
810
815
820
790
795
800
805
810
815
820
-0+50 0+00 1+00 2+002+00T.C. = 806.45STR# 207Type "L" ManholeW 24" RCP = 798.65E 36" RCP = 798.65NW 24" RCP = 799.10STA. 0+56STR# 205
Inlet Type "A"
T.C. = 805.98
E 12" RCP = 802.23
STA. 0+00
17 LF OF 12" RCP @ 0.32%T.C. = 806.25STR# 206Type "J" ManholeW 12" RCP = 802.18SE 24" RCP = 799.18NE 24" RCP = 799.28STA. 0+1740 LF OF 24" RCP @ 0.20%
65 LF OF 36" RCP @ 0.15%T.C. = 808.89STR# 208Type "J" ManholeW 36" RCP = 798.55E 36" RCP = 798.55STA. 1+21PROPOSED
GRADE
EXISTING GRADE
B B
B
EXISTING 8" SANITARY SEWER
NEW 6" SANITARY LATERAL
EXISTING ELECTRICAL AND
TELECOMMUNICATION LINES
(DUCTBANK). CONTRACTOR TO
VERIFY LOCATION AND ELEVATION
(POTHOLE) PRIOR TO CONSTUCTION.
EXISTING 8" SANITARY SEWER
HYDRAULIC GRADE LINE
790
795
800
805
810
815
820
790
795
800
805
810
815
820
-0+50 0+00 1+00 2+00 3+00 4+00 5+005+00T.C. = 808.89 STR# 208 Type "J" Manhole W 36" RCP = 798.55 E 36" RCP = 798.55 STA. -0+00 237 LF OF 36" RCP @ 0.15%T.C. = 808.26STR# 209Type "L" ManholeW 36" RCP = 798.20E 48" RCP = 798.20N 36" RCP = 801.59STA. 2+37193 LF OF 48" RCP @ 0.10%T.C. = 808.55 STR# 210 Type "N" Manhole W 48" RCP = 798.00 SE 48" RCP = 800.00S 30" HDPE Pipe = 798.00STA. 4+30 EXISTING GRADEEXISTING GRADE
B
B
B
EXIST. ELEC. LINE
EXIST. ELEC. LINE
EXISTING ELECTRICAL AND
TELECOMMUNICATION LINES (DUCTBANK)
HYDRAULIC GRADE LINE
ST-208
RIM. = 808.89'
ST-210
RIM. = 808.55'
ST-209
RIM. = 808.26'
ST-207
RIM. = 806.45'
ST-211A
RIM. = 808.33'
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!
30 90 0 30 60
SU3.11
STORM SEWER PLAN AND PROFILES
STORM SEWER PLAN
STORM SEWER PROFILE 11
STORM SEWER PLAN
STORM SEWER PROFILE 12
30 900 30 60
STORM SEWER PLAN
STORM SEWER PROFILE 13
30 900 30 60
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.
GENERAL NOTES
STORM PROFILE 11
STORM PROFILE KEYNOTES
A. CONCRETE ENCASEMENT REQUIRED
B. GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWER
TRENCH DETAILS ON DWG SU2.11
APPROXIMATE LIMITS OF GRANULAR BACKFILL
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
1 9700317
No.
STORM PROFILE
12
STORM PROFILE 13
1 REGULATORY REVIEW1-18-2023
2 TAC RESPONSE 03-17-2023
06/27/23
ST-211
RIM. = 808.64'
ST-210
RIM. = 808.55'
ST-212
End Section
INV. 797.83 (NW)ST-211A
RIM. = 808.33'
790
795
800
805
810
815
820
790
795
800
805
810
815
820
-0+50 0+00 1+00 2+00 2+50
STR# 210
Type "N" Manhole
T.C. = 808.55
W 48" RCP = 798.00
SE 48" RCP = 800.00
S 30" HDPE Pipe = 798.00
STA. -0+00
30 LF OF 48" RCP @ 0.13%T.C. = 808.64STR# 211Type "N" ManholeNW 48" RCP = 799.96SE 48" RCP = 797.96W 30" HDPE Pipe = 797.96STA. 0+30144 LF OF 48" RCP @ 0.10%T.C. = 802.33STR# 212End SectionNW 48" RCP = 797.83STA. 1+74EXISTING GRADE
EXISTING WATER LINE.
VERIFY LOCATION AND
ELEVATION (POTHOLE)
PRIOR TO CONSTRUCTION
RELOCATE PORTION OF EXISTING
WATER LINE TO ACHIEVE A
MININUM SEPERATION OF 18"
FROM PROPOSED STORM PIPE18"MIN.B
A
B
HIGH FLOW BY-PASS
PIPE FOR OFF-LINE
BMP ST-211A
HYDRAULIC GRADE LINE
790
795
800
805
810
815
820
790
795
800
805
810
815
820
-0+50 0+00 1+00 2+00 2+50T.C. = 805.63STR# 301Inlet Type "M"E 18" RCP = 801.41STA. 0+0090 LF OF 18" RCP @ 0.30% T.C. = 806.08STR# 303Type "C" ManholeW 18" RCP = 801.14E 18" RCP = 801.14N 24" RCP = 801.04STA. 0+9083 LF OF 18" RCP @ 0.45% T.C. = 805.64STR# 302Inlet Type "M"W 18" RCP = 801.52STA. 1+72PROPOSED GRADE
EXISTING GRADE
B B
HYDRAULIC GRADE LINE531'-10"FDC
FDC FDC
ST-303
RIM. = 806.08'
ST-304
RIM. = 805.92'
ST-302
RIM. = 805.64'ST-301
RIM. = 805.63'
790
795
800
805
810
815
820
790
795
800
805
810
815
820
-1+00-1+00 0+00 1+001+00
STR# 303
Type "C" Manhole
T.C. = 806.08
W 18" RCP = 801.14
E 18" RCP = 801.14
N 24" RCP = 801.04
STA. -0+00
14 LF OF 24" RCP @ 0.40%T.C. = 805.92 STR# 304Type "J" ManholeS 24" RCP = 800.99E 36" RCP = 800.44STA. 0+14PROPOSED GRADE
EXISTING GRADE
B
HYDRAULIC GRADE LINE
REF.
FDC
ST-303
RIM. = 806.08'
ST-304
RIM. = 805.92'
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!
SU3.21
STORM SEWER PLAN AND PROFILES
30 900 30 60
STORM SEWER PLAN
STORM PROFILE 14
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.
GENERAL NOTES
STORM PROFILE KEYNOTES
A. CONCRETE ENCASEMENT REQUIRED
B. GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWER
TRENCH DETAILS ON DWG SU2.11
APPROXIMATE LIMITS OF GRANULAR BACKFILL
COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220136.00
CARMEL STADIUM
SOUTH SUPPORT
BUILDING
CARMEL CLAY SCHOOLS
E 136th St, Carmel, IN 46032
PROJECT ISSUE DATE: 12.13.2022
CONSTRUCTION DOCUMENTS
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO. DESCRIPTION DATE
CONSULTANT
PROJECT MANAGER: PMR
19700317
No.
STORM SEWER PROFILE 14
STORM SEWER PROFILE 15
STORM SEWER PLAN
30 90 0 30 60
STORM PROFILE 15
STORM SEWER PROFILE 16
STORM SEWER PLAN
30 900 30 60
STORM PROFILE 16
1 REGULATORY REVIEW1-18-2023
2 ADDENDUM #1 1-25-2023
3 TAC RESPONSE 03-17-2023
06/27/23
KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
43
1
MATCH LINE SEE TOPO-2
MATCH LINE SEE TOPO-4
MATCH LINE SEE TOPO-1
MATCH LINE SEE TOPO-3 MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-1MATCH LINE SEE TOPO-3 MATCH LINE SEE TOPO-2MATCH LINE SEE TOPO-1LEGEND:
SITE
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H CARMEL CLAY SCHOOL DISTRICTCARMEL STADIUM2450 E.136TH STREETCARMEL, INDIANADESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY303-1031"=30'MAY 17, 2022TJT/ CJVABSABS1 6
TOPO-1
NORTH
530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comVICINITY MAP
06/27/23
LEGEND:
TBM#1 = 813.74
KEYS
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
MATCH LINE SEE TOPO-2
MATCH LINE SEE TOPO-4
MATCH LINE SEE TOPO-1
MATCH LINE SEE TOPO-3 MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1MATCH LINE SEE TOPO-2MATCH LINE SEE TOPO-18
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H CARMEL CLAY SCHOOL DISTRICTCARMEL STADIUM2450 E.136TH STREETCARMEL, INDIANADESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY303-1031"=30'MAY 17, 2022TJT/ CJVABSABS2 6
TOPO-2
NORTH
530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com06/27/23
MATCH LINE SEE TOPO-2
MATCH LINE SEE TOPO-4
MATCH LINE SEE TOPO-1
MATCH LINE SEE TOPO-3 MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-3
MATCH LINE SEE TOPO-5
MATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-5MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-1MATCH LINE SEE TOPO-3
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H CARMEL CLAY SCHOOL DISTRICTCARMEL STADIUM2450 E.136TH STREETCARMEL, INDIANADESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY303-1031"=30'MAY 17, 2022TJT/ CJVABSABS3 6
TOPO-3
NORTH 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com06/27/23
LEGEND:MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3 MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-3
MATCH LINE SEE TOPO-5
MATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-5MATCH LINE SEE TOPO-4
MATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3KEY
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H CARMEL CLAY SCHOOL DISTRICTCARMEL STADIUM2450 E.136TH STREETCARMEL, INDIANADESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY303-1031"=30'MAY 17, 2022TJT/ CJVABSABS4 6
TOPO-4
NORTH
530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com06/27/23
LEGEND:
SMOKEY ROW ROAD / E 136TH STREET
TBM#2 = 809.81
SMOKEY ROW ROAD / E
MATCH LINE SEE TOPO-3
MATCH LINE SEE TOPO-5
MATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-58
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H CARMEL CLAY SCHOOL DISTRICTCARMEL STADIUM2450 E.136TH STREETCARMEL, INDIANADESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY303-1031"=30'MAY 17, 2022TJT/ CJVABSABS5 6
TOPO-5
NORTH
530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com06/27/23
LEGEND:
UTILITY NOTE: HORIZONTAL AND VERTICAL DATUM:
TBM#3 = 803.80
SMOKEY ROW ROAD / E 136TH STREETMATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-5MATCH LINE SEE TOPO-4
MATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-4 MATCH LINE SEE TOPO-3 SMOKEY ROW ROAD / E 136TH STREET
K
E
Y
S
T
O
N
E
A
V
E
N
U
E
/
S
.
R
.
4
3
1
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H CARMEL CLAY SCHOOL DISTRICTCARMEL STADIUM2450 E.136TH STREETCARMEL, INDIANA DESCRIPTIONDATE NO REVISION RECORDDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO: SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY 303-103 1"=30' MAY 17, 2022 TJT/ CJV ABS ABS 6 6
TOPO-6
NORTH
530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com06/27/23