HomeMy WebLinkAboutC200 - Overall Grading Plan - G2.0TBM#1 = 813.74
TBM#2 = 809.81
TBM#3 = 803.80FINAL PLAT OFARDEN TOWNHOMESINSTR. #2007001171LOT
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
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COMMON AREA "H"
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PROPERTY LINE
PROPERTY LINE
80.00' EMERGENCY SPILLWAY
SEE DWG G2.1 GRADING PLAN -
HOME GRANDSTAND
SEE DWG G2.2 GRADING PLAN -
VISITOR GRANDSTAND
SEE DWG G2.2 GRADING PLAN -
NORTHWEST PARKING LOT
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EXISTING DRY DETENTION BASIN
EXISTING
CONDITIONS
DEVELOPED
CONDITIONS
TOTAL CONTRIBUTING AREA
BOTTOM OF POND ELEVATION
TOP OF BANK ELEVATION
10 YEAR ELEVATION
10 YEAR RELEASE RATE
10 YEAR STORAGE VOLUME
100 YEAR ELEVATION
100 YEAR RELEASE RATE
100 YEAR STORAGE VOLUME
45.26 ac.
797.83
804.65
801.50
4.49 cfs
4.65 ac./ft.
802.65
12.65 cfs
9.91 ac./ft.
45.26 ac.
797.83
804.65
801.50
4.49 cfs
4.65 ac./ft.
802.65
12.65 cfs
9.91 ac./ft.
OVERTOPPING
ELEV.= 808.88
OVERTOPPING
ELEV.= 808.63
OVERTOPPING
ELEV.= 809.07 EMERGENCY
SPILLWAY
ELEV.=802.65
PROPERTY LINE
806.99
EAST 136th STREET
810.73
810.09
811.01
1
1
1
1
1
1
1
2
3
3
3
3 4
3 4
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
100% CONSTRUCTION DOCUMENTS
COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
CONSULTANT
KEY PLAN
BUILDING "A"
BUILDING "B"
A B
SOUTH
SUPPORT
BUILDING
GREYHOUND
ACTIVITIES
CENTER
5201 E Main Street, Carmel, IN 46033
317-844-9961
PROJECT NUMBER: 222154.00
PROJECT ISSUE DATE: 7.26.2024
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204
PROJECT MANAGER: PMR
222154.00
CARMEL HIGH
SCHOOL STADIUM
GRANDSTAND
RENOVATION
PROJECT
CARMEL CLAY SCHOOLS
2390 E. SMOKY ROW (HOME SIDE)
2450 E. SMOKY ROW (VISITOR SIDE)
CARMEL, IN 46032
PLAN
NORTH
REV.
NO.DESCRIPTION DATE
19700317
No.
CITY SUBMITTAL 08-14-20241
60 180060120
G2.0
OVERALL GRADING PLAN
GREYHOUND ACTIVITY CENTER
GRADING PLAN LEGEND
100% CLOGGED INLET GRATE PONDING
PROPOSED CONTOUR W/ ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EDGE OF PAVEMENT
FLOWLINE
TOP OF WALL
MEG
TC
BC
EP
FL
TW
810
SEE SURVEY SHEET FOR ADDITIONAL LEGEND INFORMATION
EXISTING SPOT ELEVATION
EXISTING CONTOUR W/ ELEVATION
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED SURFACE DRAINAGE FLOW ARROW
FLOOD ROUTING PATH
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.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. SEE SHEET G0.1 FOR ADDITIONAL
INFORMATION ON THE CITY OF CARMEL'S PAVING AND CURB POLICIES.
7.SEE STORM STRUCTURE TABLE ON SHEET SU1.2 FOR PIPE SIZES, MATERIAL
AND INVERTS OF STORM SEWER.
8.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES
ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE
PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY
DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY
THE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,
MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE
PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY
DRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.
9.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL
CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.
THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW
THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED RIGHT-OF-WAY.
GENERAL NOTES
VISITOR
GRANDSTAND
HOME GRANDSTAND EXPANSION
FINISH FLOOR = 806.36
MLAG = 806.99, MFPG = 807.99
SOUTH ENTRANCE BUILDINGS
FINISH FLOOR = 806.75
MLAG = 806.99, MFPG = 807.99
100 YEAR INLET CASTING CAPACITY ELEVATION TABLE
STRUCTURE
NUMBER
100 YEAR ELEVATION
(INLET 50% CLOGGED)
NEENAH INLET
CASTING TYPE
TOP OF CASTING
ELEVATION
100 YEAR ELEVATION
(INLET 100% CLOGGED)
201 R-3405 805.75 805.93
202 R-3405 806.01 806.01
300 R-3405 806.21 806.32
400 R-3286-8V 813.30 813.30
200 R-3405 806.26 806.34 806.99
806.99
806.99
806.99
813.30
FLOOD ROUTING KEYNOTES
1.FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE WEST SIDE OF
THE HOME GRANDSTAND 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 HOME GRANDSTAND 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 VISTORS GRANDSTAND 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.
HORIZONTAL AND VERTICAL DATUM:
TAC COMMENTS 10-14-20242
TP
TP TP
TREE PROTECTION - PER DETAIL F/L1.2
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TAC COMMENTS 11-01-20243