HomeMy WebLinkAboutC111.0_2020-266_P_G1.1.SPTBM#4 = 810.78 HARROWGATE ADDITIP.B. 2, PG. 203-205LOT 59
LOT 60
LOT 61
LOT 62
ADJOINER
1
1
1
1
2
2
2
2
2
2
4
2
2 4
4
20.0'
25.0'
40.0'
25.0'
40.0'
25.0'
20.0'9.0' 126.0'11.0'25.0' 20.0'1
2
4
4
6.5' 5.5'5
5
55
5
7
EXISTING
CROSSWALK
15.0' R45.0'
R
1
0
.
0
'R10.0
'
R5.0 'R5 .0'
R
4
.
5'
R4.5'
R
4
.
5'R5.0'
R5 .0'R5.0'
R20.0'
2
2
2
2
3
6
±23.3' 9.0'9.0'TYP.42.0'
48.0'21.6'PROPERTY LINER5.5
'
R
5
.
5
'TYP.72.0' 153.0'
22.0'
12
10
14
14
8
8
23
23
12
14
1756.0'2150.0'3
3
6.5'
18.5'15.0'8
3
30 900 30 60
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'sbelow.
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!
CONSULTANT
PROJECT NUMBER: TLF-2020-266
CARMEL CLAY SCHOOLS
PROJECT ISSUE DATE: 10.14.2020
DRAWN BY: HHW
REV.
NO. DESCRIPTION DATE
TAC 10/14/2020A
CONSTRUCTION DOCUMENTS
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
520 E MAIN STREET
CARMEL, IN 46032
PARKING LOT
ADDITION
19700317
No.
RESPONSE TO TAC COMMENTS 11/25/2020B
SITE KEYNOTES
MEDIUM DUTY ASPHALT PAVEMENT (SEE DETAIL ON SHEET G5.1)
STRAIGHT CONCRETE CURB (SEE DETAIL ON SHEET G5.1)
CONCRETE WALK (SEE DETAIL ON SHEET G5.1)
MONOLITHIC CURB AND WALK (SEE DETAIL ON SHEET G5.1)
ADA ACCESSIBLE CURB RAMP TYPE "H" (SEE DETAIL ON SHEET G5.1)
ADA ACCESSIBLE CURB RAMP TYPE "G" (SEE DETAIL ON SHEET G5.1)
PAINTED PEDESTRIAN CROSSWALK
(CROSSWALK PAINT AND PATTERN TO MATCH EXISTING)
ADA ACCESSIBLE CONCRETE RAMP WITH HANDRAILS (SEE DETAIL ON SHEET G5.1)
1
2
3
4
5
6
7
8
PROPOSED SITE LEGEND
MEDIUM DUTY ASPHALT PAVEMENT
PARKING SUMMARY
G1.1
SITE PLAN
1. SEE DRAWING GD0.1 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
07/21/21