HomeMy WebLinkAbout07_G1.0.SPBUILDING ADDITION
2,930 S.F.
F.F.E.= ±779.75' (M.E.)6.0'10.0'34.0'ADJOINER
TBM#4 = 779.85
TBM#2 = 781.44
E. MAIN STREET
10.0'10.0'6'5'6'6'10.5'R30.0'R30.0
'R30.0'2
1
2
2
3 3
45
6
7
8
9
88
8
8
11
11
10
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12
13 168.6'48.1'PROPOSED50' 12 R.O.W.10.0'10.0'12.2'
5.0'
5
.
0
'6.7'111.6'
1
1
1
.
4
'28.4'48.8'60.0'5.3'5.0'
6.1'36.1'5.0'6.5'6.0'
13
8
8
86.4'
2
4
6.0'19.3'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! G1.0
SITE LAYOUT 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.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
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 08/19/20212309003060
SITE KEYNOTES
1.CONCRETE STOOP (SEE DETAIL 9/S3.03)
2.ASPHALT MULTI-USE PATH (SEE DETAIL 10-20/G4.0)
3.2' CURB TAPER (SEE DETAIL H/G4.0)
4.CURB RAMP (SEE DETAILS C/G4.0 L/G4.0 AND M/G4.0)
5.PAINTED PEDESTRIAN CROSSWALK (SEE DETAIL G/G4.0)
6.PROPOSED MONUMENT SIGN (REFER TO ARCH. PLANS)
7.RELOCATED STOP SIGN
8.CONCRETE SIDEWALK (SEE DETAIL D/G4.0)
9.6" CONCRETE CURB (SEE DETAIL A/G4.0)
10.CONCRETE EQUIPMENT PAD (SEE DETAIL J/G4.0)
11.HEAVY DUTY ASPHALT PAVEMENT (SEE DETAIL B/G4.0)
12.RELOCATED H/C PARKING SIGN
13.BICYCLE RACK
PROPOSED SITE LEGEND
EXISTING BUILDING
PROPOSED BUILDING ADDITION
CONCRETE SIDEWALK/STOOP
ASPHALT MULTI-USE PATH
HEAVY DUTY ASPHALT
APPROXIMATE LIMITS OF CONSTRUCTION