HomeMy WebLinkAbout11_GD1.06-SITE UTILITY DEMOLITION PLAN-NORTHMATCH LINE (NORTH/SOUTH)
3
3
4
4
4
4
6
6
77
TBM#3 = 775.53
ADJOINER
MODIFY EXISTING CONCRETE
PAVED SWALE IN THIS AREA TO
MATCH PROPOSED GRADES
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'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!
ARCHITECT
Carmel Clay Schools
CONSULTANT
Construction Documents
WWW.FHAI.COM317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
5201 East Main Street
Carmel, Indiana 46033
CARMEL HARTMAN
FIELD IMPROVEMENTS
PROJECT NUMBER: 220127.00
PROJECT ISSUE DATE: May 12, 2021
DRAWN BY: HHW
WWW.TLF-ENGINEERS.COM317-334-1500
3901 W 86TH ST #200, INDIANAPOLIS, IN 46268
REV.
NO. DESCRIPTION DATE
GD1.06
30 900 30 60
DEMOLITION KEYNOTES
1. RELOCATE PORTION OF EXISTING ELECTRICAL LINE AS REQUIRED
TO INSTALL PROPOSED STORM SEWER.
2. REMOVE EXISTING STORM DRAIN.
3. REMOVE PORTION OF EXISTING STORM PIPE WHICH INTERFERES
WITH PROPOSED CONSTRUCTION.
4. PROTECT EXISTING FIBER OPTIC LINE TO REMAIN IN PLACE.
5. PROTECT EXISTING WATER PUMP TO REMAIN IN PLACE.
6. PROTECT EXISTING ELECTRICAL LINE TO REMAIN IN PLACE.
7. PROTECT EXISTING LIGHT POLE TO REMAIN IN PLACE.
8. ADJUST UTILITY BOX TO NEW FINISH GRADE AND LOWER
EXISTING UTILITY AS REQUIRED TO MEET MINIMUM COVER
REQUIREMENTS. RELOCATE IF NECESSARY, COORDINATE WITH
UTILITY OWNER.
9. CONTRACTOR TO REMOVE EXISTING UNDERDRAIN SYSTEM
LOCATED WITHIN THE VARSITY FIELD.
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.
7. 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.
GENERAL NOTES
SITE UTILITY DEMOLITION
PLAN - NORTH
DEMOLITION LEGEND
APPROXIMATE LIMITS OF UTILITY OR SEWER LINE
REMOVAL
08/19/21