HomeMy WebLinkAboutC104 - DEMO PLAN (POND)SILVA
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CLAY CENTER ROAD80'
LAST FENCE POST TO REMAIN. SO THAT REMAINING OFF SITE FENCE HAS A TIE IN.
WETLANDS(PROTECT)SILVARA COURTDOMIN
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WETLANDS
(PROTECT)
1.CONTROLS ON C401 MUST BE INSTALLED PRIOR TO ANY
DISTURBANCE.
2.THE CONTRACTOR SHALL VERIFY THE LOCATION OF
UNDERGROUND UTILITIES TO BE REMOVED, RELOCATED OR
ABANDONED PRIOR TO COMMENCING DEMOLITION ACTIVITIES.
3.THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH
THE REMOVAL, RELOCATION OR ABANDONMENT OF UTILITIES
WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF
EACH RESPECTIVE UTILITY. COSTS FOR DISCONNECTION,
REMOVAL, AND/OR RELOCATION OF EXISTING UTILITIES AS
SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR
EXECUTION OF THE WORK SHALL BE PAID BY THE CONTRACTOR.
4.NO OPEN BURNING SHALL BE PERMITTED ON THE SITE.
5.THE OWNER HAS FIRST SALVAGE RIGHTS ON ALL ITEMS
REMOVED. IF OWNER FORFEITS RIGHTS, ALL DEMOLISHED
MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR
AND SHALL BE LEGALLY DISPOSED OF OFF-SITE UNLESS
OTHERWISE SHOWN.
6.UNLESS SCHEDULED FOR DEMOLITION ON THE DRAWINGS, ALL
TREES AND VEGETATION SHALL BE PROTECTED THROUGHOUT
THE DURATION OF THE PROJECT. PROTECTIVE MEASURES SHALL
INCLUDE INSTALLATION AND MAINTENANCE OF TREE
PROTECTION FENCING TO BE LOCATED WHERE SHOWN AND AT
THE DRIPLINE OF ALL TREES LOCATED WITHIN CLOSE PROXIMITY
OF AREAS WHERE HEAVY EQUIPMENT WILL OPERATE.
7.A CLEAN, STRAIGHT EDGE SHALL BE SAWCUT BETWEEN ALL
CONCRETE AND ASPHALT SURFACES SCHEDULED FOR
DEMOLITION AND CONCRETE AND ASPHALT SURFACES TO REMAIN
IN-PLACE.
DEMOLITION PLAN NOTES
8.TERMINAL ENDS OF UNDERGROUND UTILITIES ABANDONED
IN-PLACE SHALL BE CUT, CAPPED AND PLUGGED. THE ENDS OF
DISCONNECTED UNDERGROUND UTILITIES SHALL BE MARKED
FOR FUTURE IDENTIFICATION WITH DETECTABLE LOCATOR TAPE
OR A METAL ROD.
9.COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION
ELSEWHERE ON THE PROJECT SITE.
10.ALL FOUNDATIONS, SLABS, STRUCTURAL STEEL, MASONRY,
SIDEWALKS, RETAINING WALLS, CURBS, APPARATUSES, ETC.,
WITHIN DESIGNATED FOR REMOVAL SHALL BE DEMOLISHED
ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN
PROPOSED FOOTPRINT SHALL BE COORDINATED WITH THE
BUILDING DRAWINGS.
11.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE ACCESS
FOR PEDESTRIANS AND VEHICLE TRAFFIC. THE CONTRACTOR
WILL MAINTAIN ALL UTILITY SERVICES TO ALL ADJACENT
PROPERTY. IF UTILITY SERVICES MUST BE INTERRUPTED, THE
CONTRACTOR SHALL COORDINATE THAT SHUTDOWN TO
MINIMIZE IMPACT TO THE ADJACENT PROPERTY. COORDINATE
SHUTDOWN AT LEAST ONE WEEK IN ADVANCE WITH THE
ADJACENT PROPERTY OWNER.
12.ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS
DESIGNATED FOR REMOVAL, OR UNLESS THEY INTERFERE WITH
PROJECT CONSTRUCTION. CONTACT ENGINEER BEFORE
REMOVING. CONTRACTOR SHALL PROTECT ALL EXISTING
UTILITIES TO REMAIN.
13.EXISTING MANHOLES, CATCH BASINS, CLEANOUTS, VALVE BOXES,
FRAMES COVERS AND GRATES REMAINING IN USE SHALL BE
PROTECTED AND ADJUSTED TO FINAL GRADES.
14.REMOVE EXISTING UTILITIES ONLY AFTER CRITICAL NEW
SYSTEMS ARE IN PLACE AND OPERATIONAL (I.E. STORM
DRAINAGE, SERVICES TO EXISTING STRUCTURES). IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPER REMOVAL,
INCLUDING SAFE SEQUENCING OF UTILITY REMOVAL.
CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL
TIMES.
15.FOR ALL UTILITY LINES AND STRUCTURES DESIGNATED TO BE
REMOVED, PLACE AND COMPACT STRUCTURAL BACKFILL WITHIN
TRENCH/EXCAVATION.
16.SEE SHEET LD100 THROUGH LD101 FOR TREE PROTECTION &
REMOVAL PLAN.
17.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED /
REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. CONTRACTOR IS ENCOURAGED
TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO START
OF CONSTRUCTION TO DOCUMENT EXISTING CONDITION OF THE
RIGHT-OF-WAY.
18.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES &
BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE
INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO
IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES & BRIDGES
AS NECESSARY OR AS REQUESTED BY THE CITY TO
ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,
MULTI-USE PATH, & ANY OTHER REQUIRED IMPROVEMENTS TO
THE PROPERTY OR ROADAY. COST TO IMPROVE OR REPLACE ANY
DRAINAGE STRUCTURES OR BRIDGES SHALL BE BORNE BY THE
DEVELOPER.
1 EXISTING ASPHALT PAVEMENT OFFSITE PATH
EXISTING CREEK LINE
REMOVE OR RELOCATE EXISTING ELECTRIC . COORDINATE WITH UTILITY COMPANY.
REMOVE TREE
REMOVE FENCE (SALVAGE EXISTING PORTION OF WROUGHT IRON FENCE)
REMOVE LIGHT POLE & BASE. SALVAGE & STORE
REMOVE IRRIGATION LINE HEADS & COMPLETE CONFIRM ON SITE
REMOVE BRICK COLUMNS & FOUNDATION COMPLETE. SALVAGE LIGHT ON COLUMN.
REMOVE ALL BOX ASSOCIATED ENTRY WITH ENTRY GATE.
REMOVE EGRESS BOX
SALVAGE ENTRY GATE & ASSOCIATED GATE OPENING MECHANISMS
PROTECT EMERGENCY SYSTEM POLE & SIREN DURING CONSTRUCTION
REMOVE EXISTING SCRUB BUSH
EXISTING ASPHALT DRIVE TO BE REMOVED COMPLETE
SAW CUT PAVEMENT STRAIGHT
REMOVE EXISTING STORM PIPE
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CONSTRUCTION LIMITS
INDICATES TREE REMOVAL
R/W LINE
WATER LINE FROM CITY MAPPING
DEMOLITION PLAN LEGEND
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19.ALL PAVING WITHIN EXISTING OR PROPOSED CITY R-O-W SHALL
CONFORM TO REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING. CONTRACTOR SHALL CONTACT DEPARTMENT OF
ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO
REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS,
STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK& TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING & PROPOSED R-O-W.
18095
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title:
06-21-19 SO MK
Rev. #Revision
Description
Issue
Date
1 ADDENDUM 7/9/2019
3 ASI #1 8/28/2019
SCALE: 1" = 50'KEYMAP
C104
C104
DEMO PLAN
(POND)
2 TAC COMMENTS 8/12/2019
4 ASI #2 9/20/2019
7 ASI #6 12/03/2019
WETLANDS
(PROTECT)
9 ASI #9 01/09/2020
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