HomeMy WebLinkAboutCHS Natatorium Plans 11 x 17_All Variances_Carmel BZA_220014.00PROPOSED NATATORIUMBUILDING ADDITIONF.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
SMOKEY ROW ROAD / E 136TH STREET
E MAIN STREET
PARKING LOT ADDITION
(NOT IN SCOPE OF THIS PROJECT)
PERFORMING ARTS BUILDING ADDITION
(UNDER CONSTRUCTION. NOT IN SCOPE OF THIS PROJECT)
3
10
12
6
PAVING AT MURRAY FIELD
(NOT IN SCOPE OF THIS PROJECT)
12
5
5
15
3
NATATORIUM BUILDING ADDITION
15
12
14
13
10
10
9
8
7
6
5
4
32
1
11
22
10
26
8
200 6000 200 400
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SHOWN WERE
PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT
AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH
PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO
THE ENGINEER.
GENERAL NOTES
KEYNOTES
PROPOSED BICYCLE RACKS MOUNTED TO EXISTING SIDEWALKS
PROPOSED BICYCLE RACKS MOUNTED TO NEW SIDEWALKS
1
1
THE NUMBERS SHOWN IN THE SYMBOLS BELOW INDICATE THE QUANTITY OF
BICYCLE RACKS PROPOSED IN A PARTICULAR AREA.
1
THE NUMBERS SHOWN IN THE SYMBOL BELOW INDICATE DESIGNATED
PARKING LOT IDENTIFICATION.
PARKING LOT IDENTIFICATION NUMBER
BICYCLE RACK LOCATION SUMMARY TABLE
LOCATION BICYCLE RACKS
MAIN BUILDING 94
FOOTBALL STADIUM 28
12
3
137
TENNIS COURTS
MURRAY STADIUM
TOTAL BICYCLE RACKS
274TOTAL BICYCLE PARKING SPACES
THE ABOVE BICYCLE RACKS ACCOMMODATE 5,480 STUDENTS
BICYCLE SPACES REQUIRED = 1 PER 20 STUDENTS
BUILDING AREA SUMMARY
YEAR
(2002 THROUGH 2021)
PROJECT EXIST. AREA SF.NEW AREA SF.TOTAL AREA SF.% ADDED REMARKS
2002 FRESHMAN CENTER
2004 LOCKER ROOM
2012 PHYSICAL EDUCATION
2019 POOL ENTRANCE #21
2021 DOCK STORAGE
2021 PERFORMING ARTS
776,647
950,591
953,243
980,852
981,547
982,955
173,944
2,652
27,609
695
1,408
25,464
950,591
953,243
980,852
981,547
982,955
1,008,419
22.40
0.28
2.90
0.07
0.14
2.59
BZA APPROVAL WITH VARIANCES
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
NO CLASSROOM IN ADDITION
2007 TENNIS BUILDING 1,700 SEPARATE BUILDING AT STADIUM SITE
2011 SECURE ENTRANCE 0 NO NEW CONSTRUCTION
2023 NATATORIUM 1,008,419 93,229 1,101,648 9.25 NO CLASSROOM IN ADDITION
OVERALL PARKING SUMMARY
LOT NO.LOT NAME STANDARD SPACE
OLD SENIOR LOT 651
EXIST. PROPOSED
65
ADA SPACE
0
EXIST.
0
POLICE SPACE
0
EXIST.
0
BUS SPACE
0
EXIST.
0
TOTAL SPACES
65
EXIST. PROPOSED
65
2
3
4
5
6
7
8
9
10
12
13
14
15
DOOR 7 19 19 4 4 0 0 0 0 23 23
FRONT LOT 109 103 3 7 3 3 0 0 115 113
AUDITORIUM LOT 52 0 4 0 0 0 0 0 56 0
WEST LOT 69 69 0 0 0 0 0 0 69 69
FRESHMAN CENTER LOT 142 142 6 6 1 1 0 0 149 149
FIELDHOUSE LOT 29 29
FITNESS CENTER LOT 20 2 22
POOL LOT 110 0 8 0 1 0 0 0 119
TRAIL LOT 152 221 0 7 0104 152 229
SUBTOTAL 766 686 27 26 550 4 799 697
FOOTBALL HOME LOT 948 948 11 11 0 0 0 0 959 959
FOOTBALL SOUTH LOT 143 143 0 0 0 0 21 = 42 21 = 42 185 185
FOOTBALL VISITOR LOT 516 516 9 9 0 0 0 0 525 525
FOOTBALL NORTH LOT 79 79 0 0 0 0 0 0 79 79
29 0 0 0 0 0 0 29
0000000
0
PROPOSED PROPOSED PROPOSED
2,4452,547TOTAL
CITY OF CARMEL REQUIRED PARKING SPACES (235 CLASSROOMS x 10) + (583 EMPLOYEES) = 2,933
(UPON COMPLETION OF THE NATATORIUM PROJECT)
SUBTOTAL 1,686 1,686 20 20 0 0 1,748 1,74821 = 42 21 = 42
AVAILABLE PARKING SPACES UNTIL JUNE 2022 (LOTS 8 & 9) = 2,644
PERMIT PARKING SPACES = 1334 (STUDENTS) + 583 (EMPLOYEES) = 1,917
NOTES:
1. THE CARMEL HIGH SCHOOL PARKING POLICY IS BASED ON PERMIT ISSUED PARKING. THERE ARE 1,917 PERMITS ISSUED.
2. ENROLLMENT IS EXPECTED TO DROP BY 75 STUDENTS IN 2022 AND REMAIN LEVEL THROUGH 2029.
3. BUS PARKING AT THE FOOTBALL STADIUM IS CURRENTLY 21 SPACES. THESE SPACES CAN ALSO BE USED FOR STUDENT PARKING AT TWO (2)
STANDARD VEHICLE SPACES FOR EACH BUS SPACE. THE 21 BUS PARKING SPACES ALLOWS FOR 42 STUDENT PARKING SPACES.
4. THE NATATORIUM PROJECT IS SCHEDULED FOR CONSTRUCTION IN JUNE OF 2022. LOTS 8 & 9 WITH 141 SPACES WILL BE AVAILABLE UNTIL THEN.
11 MURRAY FIELD LOT 0 18 0 2 0 0 0 0 0 20
AVAILABLE PARKING SPACES AFTER JUNE 2022 = 2,351
AVAILABLE PARKING SPACES AFTER DECEMBER 2023 = 2,445
PROJECT PARKING SUMMARY
LOT NO.
(NATATORIUM BUILDING ADDITION)
LOT NAME STANDARD SPACE
POOL LOT 1109
EXIST. PROPOSED
0
ADA SPACE
8
EXIST.
0
POLICE SPACE
1
EXIST.
0
BUS SPACE
0
EXIST.
0
TOTAL SPACES
119
EXIST.
0
TRAIL LOT 15210 221 0 7 0 1 0 4 152 229
MURRAY FIELD LOT 011 18 0 2 0 0 0 0 0 20
PROJECT TOTAL 282 239 10 9 1 1 0 4 293 249
NET LOSS = 44 SPACES
PROPOSED PROPOSED PROPOSED PROPOSED
FITNESS CENTER LOT 208 02 00 00 0220
TBM#4 = 810.78
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
20 - PROPOSED
PARKING SPACES
74 - PROPOSED
PARKING SPACES
103.0'
53.
9
'
25.
0
'
BU
I
L
D
I
N
G
SE
T
B
A
C
K
30.
0
'
LA
N
D
S
C
A
P
E
BU
F
F
E
R
30.0'
LANDSC
A
P
E
BUFFER
25.0'
BUILDING
SETBACK
40 12004080
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's
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. REFER TO SITE DETAILS ON SHEETS G4.1 AND G4.2
GENERAL NOTES
PROPOSED SITE LEGEND
EXISTING BUILDING
BUILDING ADDITION
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE OR LAWN / TURF AREA
(SEE LANDSCAPE PLAN FOR INFORMATION)
TBM#4 = 810.78
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
R25.0'25.0'8
.
0
'8.0'20.
0
'
TY
P
.
R3
0
.
0
'23.0'EXISTING23.9'
EXISTIN
G
2
0
.
0
'R3
0
.
0
'
1
4
.
0
'12.0'25.0'12.0'8.0'8.0'8.2'R30.0
'
R30.0'
15
2
1
9
2
16
2
5
7
5
2
2
18
18
18
3
3
3
4
4
4
5
5
5
5
66
6
6
7
6
6
8
8
8
11
11
10
11 10
11
11
25
13
13
7
17
4
18
11
10
4
2
2
3
20
520
11
10
9
1
11
11
11
20.0'
8
.
0
'
4
4
6 20.0'6
5.0'
24
12
66
8.0' 21 TYP.
21 TYP.
21 TYP.
21 TYP.
21 TYP.
21 TYP.20.0'12.5'18
18
10 SPA.
@
9
'
-
0
"
=
9
0
.
0
'
5'
5'
5'
8.0'8.0'
8.0'8.0'
8.0'
8.0'
8.0'
8.0'
15 SPA.
@
9
'
-
0
"
=
1
3
5
.
0
'
15 SPA.
@
9
'
-
0
"
=
1
3
5
.
0
'
18 SPA.
@
9
'
-
0
"
=
1
6
2
.
0
'9 SPA. @ 9'-0" = 81.0'20.0'20.0'25.0'20.0'12.5'20.0'
25.0'
19
19
5
3
1
12
5
5
3
15.0'
15.0'
R42.0'R30.0'
R30
.
0
'R50.0'11.5'
15.0'
8
25.0'
7.2'
103.0'
25.0'
25.0'
30.0'
LANDSCA
P
E
B
U
F
F
E
R
25.0'
BUILDING
S
E
T
B
A
C
K
20 6002040
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's
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. REFER TO SITE DETAILS ON SHEETS G4.1, G4.2 AND G4.3
8. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL
BELOW PROPOSED STONE BASE UNDER ALL NEW PAVEMENT.
GENERAL NOTES
SITE KEYNOTES
6" CONCRETE PAVEMENT, SEE DETAIL ON SHEET G4.1
HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL ON SHEET G4.1
MEDIUM DUTY ASPHALT PAVEMENT, SEE DETAIL ON SHEET G4.1
MONOLITHIC CURB AND WALK, SEE DETAIL ON SHEET G4.1
CONCRETE SIDEWALK, SEE DETAIL ON SHEET G4.1
6" CONCRETE CURB, SEE DETAIL ON SHEET G4.1
CONCRETE ROLL CURB & GUTTER, SEE DETAIL ON SHEET G4.1
CONCRETE ADA CURB RAMP, SEE DETAILS ON SHEET G4.3
CONCRETE SPEED CONTROL TABLE, SEE DETAIL ON SHEET G4.2
LANDSCAPE AREA, SEE LANDSCAPE PLAN SHEET L1.0
LAWN / TURF AREA, SEE LANDSCAPE PLAN SHEET L1.0
RETAINING WALL AT RAMP/WALK, SEE DETAIL ON SHEET G4.2
CONCRETE STEPS WITH HANDRAILS, SEE DETAIL ON SHEET G4.2
CONCRETE ADA RAMP, SEE DETAILS ON SHEET G4.3
RELOCATED 8' CHAIN LINK FENCE
CONCRETE MEDIAN WITH ROLL CURB & GUTTER
GUARDRAIL, SEE DETAIL ON SHEET G4.1
ASPHALT RESURFACE AREA
RELOCATED IRON VEHICLE GATE AND POSTS
STAMPED CONCRETE
CONCRETE PARKING BUMPER, SEE DETAIL ON SHEET G4.1
CONCRETE STEPS WITH 2 RISERS, SEE GRADING PLAN FOR ELEVATIONS
PLANTER WALL, SEE DETAIL ON SHEET G4.2
RETAINING WALL
MODULAR BLOCK RETAINING WALL, SEE DETAIL ON SHEET G4.2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
PROPOSED SITE LEGEND
EXISTING BUILDING
BUILDING ADDITION
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE OR LAWN / TURF AREA
LOT 52
LOT 53
LOT 54
LOT 55
LO
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
2
5
11
10
4
4
4
2
13
24
14
14
2
2
2
24
22
22
23
23
5R50.0'25.0'
BUILDING
S
E
T
B
A
C
K
53.
9
'
25.
0
'
BUI
L
D
I
N
G
S
E
T
B
A
C
K
30.
0
'
LA
N
D
S
C
A
P
E
B
U
F
F
E
R
25.0'
5.0'
23.
0
'
EXI
S
T
I
N
G
5.0'
20 6002040
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's
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. REFER TO SITE DETAILS ON SHEETS G4.1, G4.2 AND G4.3
8. THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL
BELOW PROPOSED STONE BASE UNDER ALL NEW PAVEMENT.
GENERAL NOTES
SITE KEYNOTES
6" CONCRETE PAVEMENT, SEE DETAIL ON SHEET G4.1
HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL ON SHEET G4.1
MEDIUM DUTY ASPHALT PAVEMENT, SEE DETAIL ON SHEET G4.1
MONOLITHIC CURB AND WALK, SEE DETAIL ON SHEET G4.1
CONCRETE SIDEWALK, SEE DETAIL ON SHEET G4.1
6" CONCRETE CURB, SEE DETAIL ON SHEET G4.1
CONCRETE ROLL CURB & GUTTER, SEE DETAIL ON SHEET G4.1
CONCRETE ADA CURB RAMP, SEE DETAILS ON SHEET G4.3
CONCRETE SPEED CONTROL TABLE, SEE DETAIL ON SHEET G4.2
LANDSCAPE AREA, SEE LANDSCAPE PLAN SHEET L1.0
LAWN / TURF AREA, SEE LANDSCAPE PLAN SHEET L1.0
RETAINING WALL AT RAMP/WALK, SEE DETAIL ON SHEET G4.2
CONCRETE STEPS WITH HANDRAILS, SEE DETAIL ON SHEET G4.2
CONCRETE ADA RAMP, SEE DETAILS ON SHEET G4.3
RELOCATED 8' CHAIN LINK FENCE
CONCRETE MEDIAN WITH ROLL CURB & GUTTER
GUARDRAIL, SEE DETAIL ON SHEET G4.1
ASPHALT RESURFACE AREA
RELOCATED IRON VEHICLE GATE AND POSTS
STAMPED CONCRETE
CONCRETE PARKING BUMPER, SEE DETAIL ON SHEET G4.1
CONCRETE STEPS WITH 2 RISERS, SEE GRADING PLAN FOR ELEVATIONS
PLANTER WALL, SEE DETAIL ON SHEET G4.2
RETAINING WALL
MODULAR BLOCK RETAINING WALL, SEE DETAIL ON SHEET G4.2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
PROPOSED SITE LEGEND
EXISTING BUILDING
BUILDING ADDITION
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE OR LAWN / TURF AREA
TBM#4 = 810.78
5.0'9 SPA. @
9
'
-
0
"
=
8
1
.
0
'
9.0'9.0'9.0'
EDGE OF EXISTING
ASPHALT PAVEMENT
EXISTING TRENCH DRAIN
6 TYP.
1 TYP. 1 TYP.
9 SPA. @
9
'
-
0
"
=
8
1
.
0
'
1 TYP.
1 TYP.
5
3
4
2
9.0'
TYP
20.0'VARIES ±40'20.0'4
1.7'
5
6 TYP.
5
9.0'
TYP7.5'
18.
0
'
EXI
S
T
I
N
G
DRI
V
E R25.0'R1
0
.
0
'25.0'7
7
5 5.0'10.0'25.0'±10'R5
.
0
'R35.0'
109
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's
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. REFER TO SITE DETAILS ON SHEETS G4.1 AND G4.2.
7. COORDINATE PARKING LOT LAYOUT WITH PROPOSED
BLEACHER LAYOUT.
GENERAL NOTES
SITE KEYNOTES
4" SOLID WHITE PAVEMENT MARKING
4" SOLID BLUE PAVEMENT MARKING
4" SOLID BLUE PAVEMENT MARKING @ 3'-0" O.C. @ 45°
ADA PARKING SYMBOL (BLUE)
4" SOLID WHITE PAVEMENT MARKING @ 3'-0" O.C. @ 45°
PRECAST PARKING BUMPER, SEE DETAIL ON SHEET G4.1
4' TALL BLACK VINYL CHAIN LINK FENCE
NEW BLEACHER (NOT IN CONTRACT)
RELOCATED 8' CHAIN LINK FENCE
MODULAR BLOCK RETAINING WALL, SEE DETAIL ON SHEET G4.2
1
2
3
4
5
6
7
8
9
10
PROPOSED SITE LEGEND
EXISTING BUILDING
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE OR LAWN / TURF AREA
20 6002040
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
TBM#4 = 810.78
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
FH1
FH2
FH4
G
FH3
ST-101
ST-401
ST-305
ST-302
ST-102
ST-201
ST-303
ST-301
ST-105
ST-202
ST-402
ST-103
ST-405
ST-404
ST-104
ST-304
ST-406
ST-203
ST-306
ST-501
ST-204
ST-403
ST-502
ST-500 IN
ST-500 OUT
2
2
2
2
2
2
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
UNDERGROUND DETENTION
BOTTOM OF CHAMBER = 812.00
TOP OF CHAMBER = 819.00
10 YEAR ELEVATION = 815.32
10 YEAR RELEASE RATE = 1.36 CFS
10 YEAR STORAGE VOLUME = 0.084 AC/FT
100 YEAR ELEVATION = 818.22
100 YEAR RELEASE RATE = 1.88 CFS
100 YEAR STORAGE VOLUME = 0.168 AC/FT
2
SAN-1
SAN-2
BENCHMARKS:
40 12004080
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's
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2 AND SU2.3
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
GENERAL NOTES
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
PROPOSED SURFACE DRAINAGE FLOW ARROW
FLOOD ROUTING PATH
MEG
TC
BC
TC
BC
750.65
100 YEAR INLET CASTING CAPACITY ELEVATION TABLE
STRUCTURE
NUMBER
100 YEAR ELEVATION
(INLET 50% CLOGGED)
204 R-3010
NEENAH INLET
CASTING TYPE
823.19
TOP OF CASTING
ELEVATION
823.38
301
302
303
304
305
403
825.08 825.68
828.09 828.25
825.68 825.71
823.67 824.73
831.63 831.84
822.48 823.14
R-3010
R-3010
R-3010
R-3010
R-3472
R-3010
FLOOD ROUTING KEYNOTES
1. FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE NORTH SIDE OF THE
PROJECT WHEN 100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A
NORTHERLY AND NORTHEASTERLY DIRECTION OVER PROPOSED AND EXISTING
INLETS THEN CONTINUES IN A NORTHERLY NORTHWESTERLY DIRECTION TO
STADIUM DRIVE THEN CONTINUES NORTHERLY TO EXISTING INLETS LOCATED
ON THE NORTH SIDE OF THE BRIDGE OVER COOL CREEK.
2. FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE EAST SIDE OF THE
PROJECT WHEN 100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS FROM THE EAST
SIDE DRIVE AND THEN TRAVELS IN A NORTHERLY DIRECTION OVER MULTIPLE
EXISTING CURB INLETS LOCATED ON THE EAST SIDE OF THE DRIVE.
EVENTUALLY GRADE LEVELS OUT ON THE EAST DRIVE NEAR THE NORTHEAST
CORNER OF THE HIGH SCHOOL BUILDING AND IF PONDING DEPTH EXCEEDS SIX
INCHES FLOOD ROUTING PATH WILL OVERTOP CURB AND TRAVEL EAST TO A
EXISTING SWALE AND THEN TRAVEL NORTH IN THE SWALE TO COOL CREEK.
TBM#4 = 810.78
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
FH1
FH2
FH3
TC 824.19
BC 823.69
TC 824.53
BC 824.03
TC 824.86
BC 824.36
TC 825.16
BC 824.66
TC 825.18
BC 824.68
TC 824.92
BC 824.42
TC 824.25
BC 823.75
825.24
823.19
823.54
823.87
824.18
824.21
823.91
823.50
831.84
824.34
824.12
824.00
823.92
823.40
822.69
822.70
822.87
822.99
822.82
MEG 822.42
EXPOSED FOUNDATION WALL
ALONG EAST SIDE OF BUILDING
831.82
831.98
828.14
830.16
822.78
821.83
MEG 820.53
MEG 820.60
MEG 827.89
MEG 832 62
EXISTING STEPS AND RAMP
TO REMAIN IN PLACE
TC 824.01
BC 823.51
TC 831.97
BC 831.47
TC 832.04
BC 831.54
TC 829.89
BC 829.39
MEG 832.30
MEG 832.44
MEG 832.43
832.19
TC 825.83
BC 825.33
TC 824.43
BC 823.93
MEG 822.76
MEG 822.46
MEG 821.26
823.42
823.59
823.43
822.82
822.99
822.83 821.66
822.75
823.25
823.90
824.06
824.06
MEG 829.78
829.61
TC 829.40
BC 828.90
826.00
825.77
824.54
831.86
824.34
826.00
825.00
831 63
832.27
830.57
TC 830.36
BC 829.86
831.24
TC 831.08
BC 830.58
TC 831.07
BC 830.57
TC 828.86
BC 828.36
TC 828.17
BC 827.67
829.12
831.82
831.98
831.82
828.46
828.14
824.06
831.84
826.00
823.64
822.44
823.89
824.08
823.40
823.45
828.09
TC 826.33
BC 825.83
TC 823.61
BC 823.11
825.73
829.72
826.00
823.69
823.45
823.62
825.08
ST-305
RIM. = 831.63'
ST-302
RIM. = 828.09'
ST-303
RIM. = 825.68'
ST-301
RIM. = 825.08'
ST-402
RIM. = 824.31'
ST-105
RIM. = 824.37'
ST-202
RIM. = 824.34'
ST-405
RIM. = 823.76'
ST-406
RIM. = 823.54'
ST-104
RIM. = 823.73'
ST-304
RIM. = 823.67'
ST-404
RIM. = 823.76'
ST-203
RIM. = 823.45'
ST-306
RIM. = 823.40'
ST-204
ST-501
RIM. = 823.27'
ST-403
RIM. = 822.46'
ST-502
RIM. = 818.88'
ST-500 IN
RIM. = 824.56'
ST-500 OUT
RIM. = 823.51'
MEG 832.42
MEG 828.17
MEG 828.54 TC 829.12
BC 828.62
828.44
MEG 828.27
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
826.00
826.00
BENCHMARKS:
20 6002040
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's
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2 AND SU2.3
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
GENERAL NOTES
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
MEG
TC
BC
TC
BC
750.65
LOT 52
LOT 53
LOT 54
LOT 55
LO
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH4
G
827.94
TC 827.81
BC 827.31
831.98
831.98
828.55
TC 829.15
BC 828.65
TC 826.75
BC 826.25
TC 825.78
BC 825.28
TC 825.51
BC 825.01
TC 824.73
BC 824.23
TC 824.31
BC 823.81
TC 823.93
BC 823.43
TC 823.57
BC 823.07
TC 823.00
BC 822.50
TC 823.42
BC 822.92
TC 823.73
BC 823.23
TC 824.19
BC 823.69
TC 824.53
BC 824.03
827.07
826.36
831.81
825.84
831.11
830.07
829.02
828.50
827.66
826.84
825.78
824.81
824.54
823.74
823.30
822.92
822.57
822.00
822.42
822.74
823.19
823.54
EXPOSED FOUNDATION WALL
ALONG EAST SIDE OF BUILDING
831.86 831.98
833.23
833.29
831.82
830.16
MEG 832.62
EXISTING STEPS AND RAMP
TO REMAIN IN PLACE
TC 832.04
BC 831.54
MEG 832.30
MEG 832.44
MEG 832.43
832.19
825.00
834.65
834.48
834.63
834.63
834.63
834.52 834.35
833.35
834.35
833.35
833.33
832.00
832.44
832.40
832.44
831.63 831.98
832.62 832.51
834.52
832.18
834.22
832.27
TC 831.07
BC 830.57
828.29
831.81
TC 829.98
BC 829.48
TC 829.46
BC 828.96
829.55
829.24
828.02
828.17
828.10
828.24 TC 828.03
BC 827.53
827.99
828.18
828.81
827.73
828.19
825.76
833.26
828.00
823.81
823.45
832.72
823.45
833.28
834.65
830.74 831.90
830.31
831.86
828.55
831.86
ST-101
RIM. = 833.26'
ST-401
RIM. = 832.72'
ST-305
RIM. = 831.63'
ST-102
RIM. = 828.00'
ST-201
RIM. = 825.75'
ST-202
RIM. = 824.34'
ST-103
RIM. = 823.81'
RIM. = 823.73'
ST-203
RIM. = 823.45'
ST-204
RIM. = 823.19'
833.28
834.22
832.09
831.95
MEG 832.42
826.00
826.00
BENCHMARKS:
20 6002040
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's
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2 AND SU2.3
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
GENERAL NOTES
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
MEG
TC
BC
TC
BC
750.65
TBM#4 = 810.78
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH2
FH4
G
FH3
ST-401
ST-305
ST-101
ST-201
ST-302
ST-102
ST-202
ST-306
ST-203
BMP
ST-402
ST-303
ST-301
ST-103
ST-104
ST-304
ST-105
ST-502
ST-204
ST-403
ST-404
ST-501
ST-406
BMP
ST-500 IN
ST-500 OUT
ST-405
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
40 12004080
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's
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. REFER TO UTILITY DETAILS ON SHEET SU2.1, SU2.2, SU2.3,
SU2.4, SU2.5 AND SU2.6
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
9. SEE SHEETS SU1.1 AND SU1.2 FOR SANITARY PLAN
INFORMATION AND SHEET SU2.2 FOR SANITARY DETAILS
GENERAL NOTES
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW NATURAL GAS LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW UNDERDRAIN
OR
TBM#4 = 810.78
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
TBM#4 = 810.78
FH1
FH2
FH3
ST-302
RIM. = 828.09'
INV. 823.49 (N)
ST-202
RIM. = 824.34'
INV. 820.34 (S)
INV. 818.84 (E)
INV. 820.34 (N)
ST-203
RIM. = 823.45'
INV. 818.74 (W)
INV. 818.74 (E)
ST-303
RIM. = 825.68'
INV. 820.97 (E)
INV. 820.57 (NE)
INV. 821.97 (S)
INV. 822.38 (W)ST-402
RIM. = 824.31'
INV. 820.33 (S)
INV. 820.23 (E)
ST-301
RIM. = 825.08'
INV. 821.39 (W)
ST-104
RIM. = 823.73'
INV. 815.32 (S)
INV. 815.22 (N)
ST-304
RIM. = 823.67'
INV. 819.62 (E)
ST-105
RIM. = 824.37'
INV. 814.95 (S)
INV. 814.85 (W)
ST-306
RIM. = 823.40'
INV. 814.10 (E)
INV. 809.85 (N)
INV. 815.35 (SW)
INV. 819.55 (W)
INV. 809.85 (S)
ST-502
RIM. = 818.88'
INV. 809.60 (S)
INV. 809.50 (N)
INV. 812.38 (E)
ST-403
RIM. = 822.46'
INV. 818.77 (S)
3
3
3
7
7
4
19
19
1
2
19
19
17
17
9
9
2
8
8
8
18
18
18
18
18
18
18
18
18
18
12
ST-404
RIM. = 823.76'
INV. 818.64 (N)
INV. 818.54 (W)
6" SAN. LATERAL
INV.= 825.23
6" SAN. LATERAL
INV.= 825.39
1
SAN-2
SAN. MANHOLE
RIM. = 827.45'
INV. 817.05 (NW)
INV. 817.25 (S)
INV. 818.95 (SE)
SAN-1
SAN. DROP MANHOLE
DOGHOUSE CONNECTION
RIM. = 827.41'
INV. 816.39 (SE)
INV. 811.61 (N)
INV. 811.61 (S)
ST-501
RIM. = 823.27'
INV. 812.00 (E)
INV. 812.00 (N)
ST-500 OUT
INV. 812.00 (W)
ST-500 IN
INV. 816.50 (S)
ST-406
RIM. = 823.54'
INV. 816.53 (S)
INV. 816.53 (N)ST-405
RIM. = 823.76'
INV. 819.96 (W)
INV. 816.56 (N)
INV. 818.36 (E)
7
7
2
23
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
8
24
24
24
24
24
3
25
17
2
26
21
27
20 6002040
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's
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7. REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2, SU2.3,
SU2.4, SU2.5 AND SU2.6
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
GENERAL NOTES
UTILITY KEYNOTES
1. 10" PVC SANITARY LATERAL @ 1.50% MIN. SLOPE
2. PROPOSED CLEANOUT
3. 8" FIRE PROTECTION LINE @ 5' MIN. DEPTH
4. CONNECT 8" FIRE PROTECTION LINE TO EXISTING WATER/FIRE
PROTECTION LINE
5. PRE-CAST CONC. VAULT WITH PIV, FDC, DOUBLE CHECK VALVE FOR
FIRE PROTECTION AND WATER METER FOR DOMESTIC WATER SERVICE
6. PROPOSED WATER VALVE
7. CONNECT EXIST. STORM SEWER PIPE(S) TO NEW STORM STRUCTURE.
8. DOWNSPOUT BOOT. CONNECT TO STORM SEWER MAINLINE WITH WYE
CONNECTION.
9. 6" PVC ROOF DRAIN (COORDINATE LOCATION WITH M.E.P. PLANS)
10. 8" PVC ROOF DRAIN (COORDINATE LOCATION WITH M.E.P. PLANS)
11. EXISTING LIFT STATION
12. DRY SYSTEM FIRE PROTECTION (COORDINATE WITH M.E.P. PLANS)
13. PROPOSED NATURAL GAS LINE
14. NATURAL GAS SERVICE AND METER (COORDINATE WITH M.E.P. PLANS)
15. 4" DOMESTIC WATER SERVICE (COORDINATE WITH M.E.P. PLANS)
16. 6" FIRE PROTECTION SERVICE (COORDINATE WITH M.E.P. PLANS)
17. PROPOSED 6" FIRE HYDRANT AND VALVE ASSEMBLY
18. PROPOSED LIGHT POLE
19. PROPOSED LIGHT BOLLARD
20. 10" DUCTILE IRON PIPE @ 2.0% SLOPE FROM EXISTING LIFT STATION
21. 6" HDPE STORM LINE @ 1.0% MIN. SLOPE
22. 8" HDPE STORM LINE @ 3.0% MIN. SLOPE
23. 10" HDPE STORM LINE @ 1.0% MIN. SLOPE
24. PAVEMENT UNDERDRAIN
25. UNDERGROUND DETENTION SYSTEM, SEE DETAILS ON SHEET SU2.4
26. CONNECT 6" BUILDING UNDERDRAIN TO NEW 6" HDPE @ INVERT 817.98,
COORDINATE WITH M.E.P. PLANS.
27. CONNECT (CORE DRILL) 6" HDPE TO NEW MANHOLE STRUCTURE @
INVERT 817.60
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW NATURAL GAS LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW UNDERDRAIN
OR
LOT 52
LOT 53
LOT 54
LOT 55
LO
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
LOT 52
LOT 53
LOT 54
LOT 55
LO
FH1
FH4
G
PROPOSED NATURAL GAS SERVICE LINE IS
FROM EXISTING GAS MAIN LOCATED WITHIN
MAIN STREET RIGHT-OF-WAY (SEE SHEET
SU1.3 FOR MORE INFORMATION).
COORDINATE WITH CENTERPOINT ENERGY.
ST-401
RIM. = 832.72'
INV. 826.02 (N)
INV. 828.48 (E)
INV. 827.65 (SW)
ST-305
RIM. = 831.63'
INV. 819.99 (S)
INV. 819.53 (N)
INV. 827.88 (W)
INV. 820.88 (SW)
ST-101
RIM. = 833.26'
INV. 824.68 (E)
ST-201
RIM. = 825.75'
INV. 821.08 (N)
INV. 821.58 (W)
INV. 821.58 (SW)
ST-102
RIM. = 828.00'
INV. 823.58 (W)
INV. 823.48 (NE)
ST-202
RIM. = 824.34'
INV. 820.34 (S)
INV. 818.84 (E)
INV. 820.34 (N)
ST-203
RIM. = 823.45'
INV. 818.74 (W)
INV. 818.74 (E)
ST-103
RIM. = 823.81'
INV. 819.54 (SW)
INV. 819.44 (N)
RIM. = 823.73'
INV. 815.32 (S)
INV. 815.22 (N)
ST-204
RIM. = 823.19'
INV. 818.68 (W)
INV. 816.98 (E)
4
5
1
3
3
4
13
13
15
16
6
19
2
EXISTING POOL UNDERDRAIN
11
14
19
17
8
10
9
20
2 INV.= 819.90
2
10
9
8
8
8
8
12
10" SAN. LATERAL
INV.= 825.31
6" SAN. LATERAL
INV.= 819.98
7
7
7
2
22
21
8
8
8
24
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's
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!
20 6002040
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,
SU2.4, SU2.5 AND SU2.6
8. REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
GENERAL NOTES
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW NATURAL GAS LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW UNDERDRAIN
OR
UTILITY KEYNOTES
1. 10" PVC SANITARY LATERAL @ 1.50% MIN. SLOPE
2. PROPOSED CLEANOUT
3. 8" FIRE PROTECTION LINE @ 5' MIN. DEPTH
4. CONNECT 8" FIRE PROTECTION LINE TO EXISTING WATER/FIRE
PROTECTION LINE
5. PRE-CAST CONC. VAULT WITH PIV, FDC, DOUBLE CHECK VALVE FOR
FIRE PROTECTION AND WATER METER FOR DOMESTIC WATER SERVICE
6. PROPOSED WATER VALVE
7. CONNECT EXIST. STORM SEWER PIPE(S) TO NEW STORM STRUCTURE.
8. DOWNSPOUT BOOT. CONNECT TO STORM SEWER MAINLINE WITH WYE
CONNECTION.
9. 6" PVC ROOF DRAIN (COORDINATE LOCATION WITH M.E.P. PLANS)
10. 8" PVC ROOF DRAIN (COORDINATE LOCATION WITH M.E.P. PLANS)
11. EXISTING LIFT STATION
12. DRY SYSTEM FIRE PROTECTION (COORDINATE WITH M.E.P. PLANS)
13. PROPOSED NATURAL GAS LINE
14. NATURAL GAS SERVICE AND METER (COORDINATE WITH M.E.P. PLANS)
15. 4" DOMESTIC WATER SERVICE (COORDINATE WITH M.E.P. PLANS)
16. 6" FIRE PROTECTION SERVICE (COORDINATE WITH M.E.P. PLANS)
17. PROPOSED 6" FIRE HYDRANT AND VALVE ASSEMBLY
18. PROPOSED LIGHT POLE
19. PROPOSED LIGHT BOLLARD
20. 10" DUCTILE IRON PIPE @ 2.0% SLOPE FROM EXISTING LIFT STATION
21. 6" HDPE STORM LINE @ 1.0% MIN. SLOPE
22. 8" HDPE STORM LINE @ 3.0% MIN. SLOPE
23. 10" HDPE STORM LINE @ 1.0% MIN. SLOPE
24. PAVEMENT UNDERDRAIN
25. UNDERGROUND DETENTION SYSTEM, SEE DETAILS ON SHEET SU2.4
26. CONNECT 6" BUILDING UNDERDRAIN TO NEW 6" HDPE @ INVERT 817.98,
COORDINATE WITH M.E.P. PLANS.
27. CONNECT (CORE DRILL) 6" HDPE TO NEW MANHOLE STRUCTURE @
INVERT 817.60
LOT 1
LOT 48
LOT 49
LOT 50
LOT 51
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 5
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH4
G
FH3
NATURAL GAS SERVICE. COORDINATE
WITH M.E.P. PLANS FOR LOCATION.
PROPOSED NATURAL GAS LINE.
COORDINATE LOCATION AND
INSTALLATION WITH CENTERPOINT
ENERGY.
PROPOSED NATURAL GAS LINE.
COORDINATE LOCATION AND
INSTALLATION WITH CENTERPOINT
ENERGY.
CONNECT PROPOSED NATURAL GAS LINE
TO EXISTING GAS MAIN LOCATED WITH
MAIN STREET RIGHT-OF-WAY. COORDINATE
WITH CENTERPOINT ENERGY.
EXISTING GAS MAIN
60 1800 60 120
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's
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
GENERAL NOTES
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW NATURAL GAS LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
EXISTING MASONRY WALL
CONSTRUCTION TO REMAIN
METAL COMPOSITE MATERIAL (MCM)
WALL PANELS
GLAZED ALUMINUM CURTAIN WALL
ALUMINUM STOREFRONT FRAMING
METAL COMPOSITE MATERIAL (MCM) WALL
PANELS
NORMAN BRICK -TYPE 1 COLOR A -1/3 RUNNING
BOND
GLAZED ALUMINUM CURTAIN WALL
NORMAN BRICK -TYPE 1 COLOR A -1/3 RUNNING
BOND CAST IN PLACE CONCRETE WITH FORMLINER
FINISH65'-6"RELOCATE EXISTING BUILDING SIGNAGE TO
NEW LOCATION
RELOCATE EXISTING BUILDING SIGNAGE TO
NEW LOCATION
AHU SCREEN PANEL
8'-6"18'-8" 2'-6"12'-6"
EXISTING SIGNAGE
RELOCATED
INSULATED TRANSLUCENT WALL
PANEL SYSTEM
EXISTING MASONRY WALL
CONSTRUCTION TO REMAIN
NORMAN BRICK -TYPE 1 COLOR A -1/3 RUNNING
BOND
UTILITY BRICK -TYPE 3 COLOR B -1/3 RUNNING
BOND
CAST IN PLACE CONCRETE WITH FORMLINER
FINISH
METAL COMPOSITE MATERIAL (MCM) WALL
PANELS
ADHERED THERMOPLASTIC MEMBRANE
ROOFING SYSTEM
METAL COPING
TRANSLUCENT WALL PANEL SYSTEM
HOLLOW GLASS BLOCK -COLOR B
HOLLOW GLASS BLOCK -COLOR A
8"X8" BRICK -TYPE 4 COLOR A -STACK BOND
BRICK UTILITY WATERTABLE COURSE -TYPE 5
COLOR B
UTILITY BRICK -TYPE 3 COLOR B -1/3 RUNNING
BOND
METAL COPING
NORMAN BRICK -TYPE 1 COLOR A -1/3 RUNNING
BOND
METAL COMPOSITE MATERIAL (MCM) WALL
PANELS
EXISTING
CONSTRUCTION
ADHERED THERMOPLASTIC MEMBRANE
ROOFING SYSTEM
METAL COPING
METAL COMPOSITE MATERIAL (MCM) WALL
PANELS
NORMAN BRICK -TYPE 1 COLOR A -1/3 RUNNING
BOND
BRICK SOLDIER COURSE -TYPE 2 COLOR A
BRICK (CUT) ROWLOCK COURSE -COLOR A
(BUILDING INTERIOR)
METAL COPING
ADHERED THERMOPLASTIC MEMBRANE
ROOFING SYSTEM
NORMAN BRICK -TYPE 1 COLOR A -1/3 RUNNING
BOND
BRICK SOLDIER COURSE -TYPE 2 COLOR A
BRICK (CUT) ROWLOCK COURSE -COLOR A
CAST IN PLACE CONCRETE WITH FORMLINER
FINISH
TRANSLUCENT WALL PANEL SYSTEM
GLAZED ALUMINUM CURTAIN WALL
17'-0"28'-4"12'-0"12'-0"
CHANGEABLE SPORTS GRAPHIC PANELS 28'-4"17'-0"
12'-0"12'-0"NEW CONSTRUCTION
RENOVATION
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT MANAGER: CS
KEY PLAN
12/10/20218:11:35AMC:\Users\tvaughn\Documents\2019_ARCH_220014.00_tvaughn@fhai.com.rvtPROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
BUILDING ELEVATIONS
.A3.01
PROJECT ISSUE DATE: 12.10.2021
BZA SUBMITTAL
DRAWN BY: TV
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
NORTHSCALE: 1/16" = 1'-0"
NORTH ELEVATION
SCALE: 3/64" = 1'-0"
EAST ELEVATION
SCALE: 1/16" = 1'-0"
SOUTH ELEVATION - UNIT N2
SCALE: 1/16" = 1'-0"
WEST ELEVATION
REV.
NO.DESCRIPTION DATE
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
EAST DRIVE/ NEW NORTH PARKING LOT 1.0 13.2 0.0 fc N/A N/A
Schedule
Symbol Label Quantity Manufacturer
Catalog
Number Description Lamp
Number
Lamps
Lumens Per
Lamp Wattage
LS1/
17 COOPER
LIGHTING
SOLUTIONS -
INVUE
(FORMERLY
EATON)
MSA-F06-
LED-E1-T4
MESA DECORATIVE LED
LUMINAIRE (6)
LIGHTBARS WITH
AccuLED OPTICS - TYPE 4
LED 42 285 156.5
LBP1
16 COOPER
LIGHTING
SOLUTIONS -
INVUE
(FORMERLY
EATON)
ABB-B2-LED-
D1-S-8030
ARBOR OUTDOOR
ARCHITECTURAL
BOLLARD 80 CRI, 3000K
LEDS AND SYMMETRIC
OPTIC, GRAPHITE
METALLIC PAINTED
FINISH
1 1022 32LED
LS2
F.F.E.= 834.65
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
WEST DRIVE 1.0 fc 15.6 fc 0.0 fc N/A N/A
Schedule
Symbol Label QTY Catalog Number Description Lamp
Number
Lamps
Lumens
per Lamp LLF Wattage
LS1/
19 MSA-F06-LED-E1-T4 MESA DECORATIVE LED LUMINAIRE (6)
LIGHTBARS WITH AccuLED OPTICS - TYPE 4
LED 42 285 1 156.5
5 MSA-F06-LED-E1-T2 MESA DECORATIVE LED LUMINAIRE (6)
LIGHTBARS WITH AccuLED OPTICS - TYPE 2
LED 42 290 1 156.5
LS2
LS1/
LS2
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
EXISTING SOUTH PARKING LOT 1.0 fc 7.1 fc 0.0 fc N/A N/A
Schedule
Symbol Label QTY Catalog Number Description Lamp
Number
Lamps
Lumens
per Lamp LLF Wattage
MESA
INVUE T4
22 MSA-F06-LED-E1-T4 MESA DECORATIVE LED LUMINAIRE (6)
LIGHTBARS WITH AccuLED OPTICS - TYPE 4
LED 42 285 1 156.5
MESA
INVUE T2
2 MSA-F06-LED-E1-T2 MESA DECORATIVE LED LUMINAIRE (6)
LIGHTBARS WITH AccuLED OPTICS - TYPE 2
LED 42 290 1 156.5