HomeMy WebLinkAbout10_GD1.1_Site Demolition Plan NorthTBM#4 = 810.78TBM#4 = 810.78TBM#4 = 810.78TBM#4 = 810.78
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20 6002040
GD1.1
DEMOLITION PLAN - NORTH
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 (REFER TO SHEET SV-4). 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.REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSED
BUILDING FOOTPRINT.
5.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
6.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.
7.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.
8.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 NEW CONSTRUCTION.
9.THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOW
PROPOSED STONE BASE UNDER ALL NEW PAVEMENT.
GENERAL NOTES
DEMOLITION KEYNOTES
1.PAVEMENT SAWCUT LINE (ASPHALT AND CONCRETE)
2.REMOVE ASPHALT PAVEMENT
3.REMOVE CONCRETE PAVEMENT
4.REMOVE CONCRETE SIDEWALK
5.REMOVE CONCRETE CURB
6.REMOVE PORTION OF EXISTING RETAINING WALL AND FENCE
7.REMOVE SIGN
8.REMOVE EXISTING IRON VEHICLE GATE AND POSTS. SALVAGE FOR PROPOSED
RELOCATION. REMOVE EXISTING FOUNDATIONS IN THEIR ENTIRETY.
9.REMOVE TREE
10.REMOVE SHRUBS
11.REMOVE GATE POST
12.REMOVE LIGHT POLE AND FOUNDATION
13.REMOVE BUILDING CANOPY AND RELATED COLUMNS, COORDINATE WITH
ARCHITECTURAL PLANS
14.REMOVE AND RELOCATE FIRE HYDRANT, COORDINATE NEW LOCATION WITH
UTILITY PLAN (SHEET SU1.1 AND SU1.2)
15.REMOVE FIRE PROTECTION LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITY
PLAN (SHEET SU1.1 AND SU1.2)
16.REMOVE STORM SEWER LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITY
PLAN (SHEET SU1.1 AND SU1.2)
17.REMOVE STORM STRUCTURE (MANHOLE OR INLET)
18.MILL EXISTING ASPHALT PAVEMENT 1 1/2"
19.EXISTING BUILDING DEMOLITION, SEE ARCHITECTURAL PLANS
20.ADJUST EXISTING SANITARY CASTING/STRUCTURE TO NEW FINISH GRADE
A.PROTECT EXISTING CURB TO REMAIN IN PLACE
B.PROTECT EXISTING LIFT STATION AND CONTROL PANEL TO REMAIN IN PLACE
C.PROTECT EXISTING STORM PIPE TO REMAIN IN PLACE
D.PROTECT EXISTING SANITARY PIPE TO REMAIN IN PLACE
E.PROTECT EXISTING SANITARY MANHOLE TOT REMAIN IN PLACE
F.PROTECT EXISTING DUMPSTER ENCLOSURE TO REMAIN IN PLACE
DEMOLITION LEGEND
APPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL
APPROXIMATE LIMITS OF CONCRETE PAVEMENT OR WALK REMOVAL
APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL
APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL
APPROXIMATE LIMITS OF 1 1/2" ASPHALT SURFACE MILLING
APPROXIMATE LIMITS OF BUILDING DEMOLITION
(SEE ARCHITECTURAL PLANS)