HomeMy WebLinkAboutC220 - Grading Plan - VIS GRANDSTAND AND NW PARKING LOT - G2.2TP
TP TP
TP
TP TP
UP
808.20 808.16 806.16
806.16
808.16
808.20
808.20
808.68 808.68
808.68
808.70
809.75
809.75
809.75809.75
808.79808.79
806.08
806.05
806.11
806.19
807.97
807.85
807.97
807.97
808.05
809.21809.13
809.75 809.75
809.75809.75
808.79
808.76
808.70
808.68
808.68
808.20
808.20
808.18
808.20 808.16
805.92
805.92
809.12
809.20
807.99
808.07
807.96
807.92
807.84
806.02
805.95
805.95
805.89
1
1
1
LOT
1207
LOT 1301
LOT 1302
LOT 1303
LOT 1304
LOT 1305
LOT 1306
LOT 1401
LOT 1402
LOT 1403
LOT 1404
CO
M
M
O
N
A
R
E
A
"
N
"
COMMON AREA "L"
TC 820.18
BC 819.85
819.89
TC 820.18
BC 819.85
TC 819.88
BC 819.55
TC 820.45
BC 819.95TC 819.98
BC 819.65
TC 820.10
BC 819.77
TC 819.93
BC 819.60
TC 819.61
BC 819.11
TC 819.20
BC 818.70
TC 818.70
BC 818.20
TC 818.36
BC 817.86TC 817.96
BC 817.46
TC 818.08
BC 817.58
TC 815.97
BC 815.47TC 815.55
BC 815.05
TC 813.10
BC 813.10
TC 813.70
BC 813.20
TC 813.08
BC 813.08
TC 813.64
BC 813.14
819.89
819.59
819.59
819.73
819.56
819.17
817.64
817.52
815.11
813.15
813.10
817.80
815.41
813.14
813.08
ST-400
ST-401-EX
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
20 6002040
G2.2
GRADING PLAN - VISITOR
GRANDSTAND & NORTHWEST
PARKING LOT
LEGEND
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 below.
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!
NORTHWEST PARKING LOT
VISITOR GRANDSTAND
PROP
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
NORTHWEST
PARKING LOT
GAC
VISITOR
GRAND STAND
SSB
DETENTION
BASIN
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 NOTESGRADING PLAN LEGEND
EXISTING BUILDING
PROPOSED BUILDING ADDITION
100% CLOGGED INLET GRATE PONDING
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EDGE OF PAVEMENT
FLOWLINE
TOP OF WALL
EXISTING SPOT ELEVATION
EXISTING CONTOUR W/ ELEVATION
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATER LINE
EXISTING ELECTRIC LINE
PROPOSED STORM SEWER
PROPOSED STORM MANHOLE
PROPOSED NYLOPLAST STRUCTURE
PROPOSED STORM / SANITARY CLEANOUT
PROPOSED SANITARY SEWER
PROPOSED SANITARY MANHOLE
APPROXIMATE LIMITS OF CONSTRUCTION
TREE PROTECTION - PER DETAIL F/L1.2
MEG
TC
BC
EP
FL
TW
TC 810.43
BC 809.93
810.21
810
SEE SURVEY SHEET FOR ADDITIONAL LEGEND INFORMATION
TP
T
P
TP
ADDENDUM NO. 2 08-23-20242
GRADING KEYNOTES
1.CONTRACTOR TO CLEAN GRAVEL AND DEBRIS FROM THIS STORM
PIPE.
TAC COMMENTS 10-14-20243
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