HomeMy WebLinkAbout08_G2.0.GPBENCHMARKS:
BUILDING ADDITION
2,930 S.F.
F.F.E.= ±779.75' (M.E.)
TBM#3 = 775.53
TBM#1 = 782.26
ADJOINER
ADJOINER
TBM#4 = 779.85
TBM#2 = 781.44
1
2
1
1
113
3
MAX. 3:1 SLOPE BETWEEN STREET
PAVEMENT AND NEW PATH
OVERTOPPING FLOOD
ELEVATION: 778.50±
OVERTOPPING FLOOD
ELEVATION: 781.10±
BUILDING INFORMATION
FINISH FLOOR ELEV.= 779.75
MIN. LOWEST ADJACENT GRADE = 779.25
MIN. FLOOD PROTECTION GRADE = 778.52
EAST BASIN PROPOSED CONDITIONS
CONTRIBUTING DRAINAGE AREA = 13.83
10 YR. DISCHARGE = 10.72 CFS
10 YR. STAGE ELEV.= 774.85
10 YR. STORAGE VOLUME = 0.77 AC/FT
100 YR. DISCHARGE = 12.14 CFS
100 YR. STAGE ELEV.= 776.52
100 YR. STORAGE VOLUME = 2.30 AC/FT
WEST BASIN PROPOSED CONDITIONS
CONTRIBUTING DRAINAGE AREA = 17.29
10 YR. DISCHARGE = 7.08 CFS
10 YR. STAGE ELEV.= 777.13
10 YR. STORAGE VOLUME = 0.83 AC/FT
100 YR. DISCHARGE = 7.49 CFS
100 YR. STAGE ELEV.= 779.14
100 YR. STORAGE VOLUME = 3.07 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'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! G2.0
GRADING PLAN
1.SEE DRAWING GD0.01 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED
BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. 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 SITE UTILITY PLAN, SHEET SU1.0 FOR STORM SEWER DATA TABLE.
5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE
PRIVATELY OWNED.
6.FLOOD ROUTING PATH FROM THE SITE TRAVELS IN A SOUTHEASTERLY
DIRECTION TO THE DETENTION BASIN.
7.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORMWATER MANAGEMENT PERMIT.
8.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.
9.DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO
REMOVE OR RELOCATE ALL ITEMS WHICH INTERFERE WITH NEW
CONSTRUCTION.
10.THE MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A
POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT
100-YR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER,
FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY
OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING.
GENERAL NOTES
CONSULTANT
CARMEL CLAY SCHOOLS
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
5201 EAST MAIN STREET
CARMEL, INDIANA
TAC SUBMITTAL
REV.
NO.DESCRIPTION DATE
ISSUE FOR BID/TAC REVIEW 03/15/20210
PROJECT NUMBER: 220144.00
PROJECT ISSUE DATE: MARCH 15, 2021
DRAWN BY: DBS
WWW.TLF-ENGINEERS.COM317-334-1500
3901 W 86TH ST #200, INDIANAPOLIS, IN 46268
EDUCATIONAL
SERVICES CENTER
ADDITION AND
REMODELING
ADDENDUM #1 04/19/20211
CITY COMMENTS 08/19/20212
GRADING KEYNOTES
1.PVC STORM CLEANOUT
2.6" PVC ROOF DRAIN LEADER @ 1.00% MIN.
3.6" PERFORATED PVC SUBSURFACE DRAIN
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EDGE OF PAVEMENT
FLOWLINE
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED SURFACE FLOW DIRECTION
PROPOSED FLOOD ROUTING
MEG
TC
BC
EP
750.65
FL
USGS BENCHMARK INFORMATION
30 9003060