HomeMy WebLinkAboutpg. 03 Demolition Plan5/3 Bank Canopy Addition
11590 North Meridian Street
Indianapolis, Indiana
11 11 I 1 11111
990
No.
E OF
ellife..16"\ et61.11#1/41544
June 22nd, 2004
Approved By: DSB
Drawn By: MIS
Date of Last Field Work:
Date Plotted:
Demolition Plan
Benchmark Lend Services, Inc.
9855 Crosspoint Blvd., Suite 110
Indianapolis, IN 46256
Ph. 317- 841 -1506 Fax 317- 841 -1507
www.benchmarkls.com
Notes:
1. The contractor shall conform to all local,
state, and federal codes, obtain all permits, and
give notices required for execution of the work.
2. All materials being removed and not
relocated under the new construction,
including trees, shrubs, signs, utilities, utility
structures, etc., shall be first offered to the
owner's representative and, if not accepted,
shall be properly disposed of by the contractor.
3. The contractor is responsible for locating all
charted and uncharted utilities. Take care to
protect utilities that are to remain. Repair any
damage to local standards and at the
contractor's expense. Coordinate all
construction with the appropriate utility
company.
4. The contractor shall verify the limits of
demolition with the owner's representative
prior to commencement of work.
5. In areas where existing pavement, walks, or
curbs are to be removed, saw cut to provide a
clean edge. Coordinate extent of pavement
demolition with the limit of new improvements
on the site layout plan.
6. The contractor shall coordinate phasing of
the demolition with the owners representative,
adjacent property landowners, utility
regulations and local authorities, where
appropriate, prior to beginning work. Disruption
of the existing utilities shall be minimized to
the extent possible and initiated only after
approval by utility regulations and local
authorities.
7. Cavities left by structure removal shall be
suitably backfilled and compacted in
accordance with these plans and specifications.
8. The contractor shall use water sprinkling and
other suitable methods as necessary to control
dust and dirt caused by demolition and
excavation work.
9. The contractor is responsible for all
demolition and removal necessary to
accomplish the proposed improvements shown
on these plans.
10. The contractor shall call the Indiana One
Call System, Holey Moley, or other required
utility location companies 72 hours prior to
proceeding with any excavation.
11. The Contractor shall preserve and protect
survey control points and shall be responsible
for replacement of any disturbed control
points.
12. If appropriate, existing trees to be preserved
are to be appropriately barricaded prior to
construction.
Rev#
Date
Remarks
Project
3 -337 [5/3 Bank]
Sheet No.
3of8
SYMBOL LEGEND
I1 ili
WATER VALVE
O
STORM SEWER MANHOLE
CURB INLET
FIRE HYDRANT
O
SANITARY MANHOLE
fa
TREE
P
CATCH BASIN
I 1
TELEPHONE PEDESTAL
}x
LIGHT POLE
II
SIGN
0
IRON PIN
GAS VALVE
c? GAS MARKER
UGE UNDERGROUND
UGE ELECTRIC
UGT UNDERGROUND
UGT TELEPHONE
SAN SANITARY SEWER
SAN
0 0 0 FLOWLINE
GAS GAS LINE
GAS
STM STORM SEWER
STM
WTR WATER LINE
WTR
RIGHT -OF -WAY
t PROPOSED FEATURE I
EXISTING FEATURE
CONSTRUCTION SEQUENCE
ENVIRONMENTAL
Erosion Control Details (See Sheet 6):
SC Stable Construction Entrance
PS Permanent Seeding
DENOTES CONCRETE OR ASPHALT TO BE REMOVED
DENOTES GRUBBING AND CLEARING OF GRASS, SHRUBS AND TREES
WITH REMOVAL OF TOPSOIL TO A MIN. DEPTH OF 12 INCHES.
IN FEET
1 inch 20 ft.
GRAPHIC SCALE
CLEAR AND GRUB AS
NECESSARY FOR
SIDEWALK INSTALLATION
SAWCUT PAVEMENT
SAWCUT PAVEMENT
WCUT PAVEMENT
SAWCUT PAVEMENT
GROUND LIGHTS TO
REMAIN, PROTECT FOR
DURATION OF PROJECT
REMOVE TREES
LIGHT POLE TO REMAIN. PROTEC
FOR DURATION OF CONSTRUTI
SAWCUT PAVEMENT
SAWCUT CONCRETE
G /i /Ij I ;i1
i
SAWCUT AVEMENT
APPROX. APPROX.
ACTIVITY START DATE COMPLETE DATE
ASSUME START DATE 10/15/04
SITE EXCAVATION +30 DAYS +60 DAYS
UNDERGROUND UTILITIES +30 DAYS +60 DAYS
STREET CONSTRUCTION +30 DAYS +60 DAYS
FINAL GRADING +60 DAYS +120 DAYS
EROSION CONTROL PLAN +0 DAYS +120 DAYS
IMPLEMENTATION
SCHEDULE FOR EROSION CONTROL PRACTICES
1. CONSTRUCTION OF TEMPORARY CONSTRUCTION ENTRANCE
2. SILT FENCE PLACED PRIOR TO ANY SITE EXCAVATION
3. SEDIMENT AND SILT TRAPS AROUND ALL STORM WATER
INFLOW POINTS
4. START GRADING
5. TEMPORARY SEED
6. START PARKING AREA
7. START BUILDING
8. PERIODIC CHECKS OF EROSION CONTROL DEVICES AND REPAIR
AS NEEDED.
EXISTING BUILDING
11590 NORTH MERIDIAN
REMOVE DRAINS
AND PIPE
EXISTING LANDSCAPING
TO REMAIN