HomeMy WebLinkAbout16_G1.7_Site Plan Murray Field Parking LotTBM#4 = 810.78
5.0'9 SPA.
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EDGE OF EXISTING
ASPHALT PAVEMENT
EXISTING TRENCH DRAIN
6 TYP.
1 TYP.
1 TYP.
9 SPA.
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G1.7
SITE PLAN
MURRAY FIELD PARKING LOT
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 11.17.2021
REGULATORY REVIEW
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO.DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
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!
1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. 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.REFER TO SITE DETAILS ON SHEETS G4.1 AND G4.2.
7.COORDINATE PARKING LOT LAYOUT WITH PROPOSED
BLEACHER LAYOUT.
GENERAL NOTES
SITE KEYNOTES
4" SOLID WHITE PAVEMENT MARKING
4" SOLID BLUE PAVEMENT MARKING
4" SOLID BLUE PAVEMENT MARKING @ 3'-0" O.C. @ 45°
ADA PARKING SYMBOL (BLUE)
4" SOLID WHITE PAVEMENT MARKING @ 3'-0" O.C. @ 45°
PRECAST PARKING BUMPER, SEE DETAIL ON SHEET G4.1
4' TALL BLACK VINYL CHAIN LINK FENCE
NEW BLEACHER (NOT IN CONTRACT)
RELOCATED 8' CHAIN LINK FENCE
MODULAR BLOCK RETAINING WALL, SEE DETAIL ON SHEET G4.2
1
2
3
4
5
6
7
8
9
10
PROPOSED SITE LEGEND
EXISTING BUILDING
CONCRETE PAVEMENT / WALK
ASPHALT PAVEMENT
LANDSCAPE OR LAWN / TURF AREA
20 6002040