HomeMy WebLinkAboutC102 Demolition PlanrLII L LI V.i
CONFIDENTI4UTY STATEMENT
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The recipient of these materials
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the intended purpose or upon
whichever comes first.
SITE ADDRESS.'
STREET
GUILFORD ROAD
INDIANA
811 WEST MAID
MAIN STREET
CARMEL,
SCALE. 1 20'
DATE: 01 /30/04
DESIGNED BY:
DRAWN BY M E C
CHECKED BY DGP
FED BOOK I. N /A
17LENAME 0335DP.dwg
DRAWING TTTZE
DEMOLITION
PLAN
SHEET NO•
C 102
TING SANITARY STRUCTURE
843.39
W 837.12, VCP 8"
E 837.12, VCP 8"
EXIST. BEEHIVE
T.C. 841.25
INV. 836.77 15" RCP NW
INV. 836.77 18" RCP SW
EXISTING SANITARY
EXISTING BUILDING
TO BE REMOVED
REMOVE EXISTING
BOLLARDS
REMOVE EXISTING
STONE AS NEEDED
REMOVE 121 LF OF
EXISTING 6" CURB
REMOVE 121 LF OF
EXISTING 6" CURB
REMOVE 200 LF
OF EXISTING WOOD
FENCE
REM I V 521 SQ. FT.
OF EXISTING
CONCRETE SIDEWALK
EXISTING CANOPY
TO BE REMOVED
REMOVE EXISTING
AREA LIGHT
REMOVE EXISTING
STONE AS NEEDED
REMOVE EXISTING
PAVEMENT
REMOVE EXISTING,',
AREA LIGHT
REMOVE 67 SQ. FT. OF
EXISTING CONCRETE
SIDEWALK
REMOVE EXISTING
AREA LIGHT BASE
0
REMOVE EXIST. 12" CMP
TOP OF PIPE 844.15
REMOVE EXIST. 12" CMP
TOP OF PIPE 843.60
REMOVE 57 LF
OF 12" CMP
EXISTING SANITARY STRUCTURE
TC= 846.34
tNV.= 6"
INV.= W 837.46, VCP 8"
INV.= E 837.46, VCP 8"
SAWCUT
EXISTING
PAVEMENT
0
0
REMOVE 302 SQ. FT. OF
EXISTING CONCRETE
SIDEWALK
MAIN STREET
REMOVE
EXIST. 12" CMP
TOP OF PIPE 844.79
EXISTING MONITORIN
WELL COVER AND
CASTING TO BE
ADJUSTED TO NEW
GRADES. (REFERENCE
SITE GRADING PLAN FOR
NEW GRADES.)
EXISTING BRUSH AND SCRUB TREES
TO BE REMOVED TO PROPERTY
BOUNDARY
ELEVATION 848.41
REMOVE
EXIST. 12" CMP
TOP OF PIPE 844.07
SAWCUT
EXISTING
PAVEMENT
REMOVE 25 LF OF
/EXISTING 6" CURB
i
REMOVE 257 SQ. FT. OF
EXISTING CONCRETE
SIDEWALK
TO BE REMOVED
EXISTING
LANDSCAPING
TO BE
M
PROJECT BENCHMARK
Cross cut on top of southerly end of 7x9 foot corrugated
metal pipe under U.S. Route 31 at Little Cool Creek.
ELEVATION 842.52 (NGVD 1929)
TEMPORARY BENCHMARK
Cut "X" on most easterly bolt on fire hydrant located on
north edge of site.
VE 22 LF OF
ING 6" CURB
REMOVE 57
OF 12" CMP
SAWCUT
EXISTING
PAVEMENT
EXISTING SANITARY STRUCTURE
TC= 849.59
INV.= E 842.15, PVC 8" DROP
INV.= E 836. 9, VCP 8"
INV.= S 846. 8, PVC 8" DROP
INV.= SW 83 .24, VCP 12"
INV.= W 836119, VCP 8"
REMOV EXIST.
TOP 0 PIPE
O
F CC
0
ct
0
J
SAWCUT
EXISTING
PAVEMENT
2" CMP
846.23
IZL
EXISTING UTILITY POLE GUY WIRES
TO BE RELOCATED. COORDINATE WITH
ELECTRICAL UTILITY COMPANY.
NOTES
A.
B.
C.
D.
E.
W
EXISTING LEGEND
831
51
0
OHU
'H,11
!i7
w v
z4,
C
6
;F
0
SPOT ELEVATION (TOP OF CURB)
SPOT ELEVATION
CONTOUR
PIPE END SECTION
AREA /STREET LIGHT
UTILITY POLE
GUY ANCHOR
TELEPHONE MANHOLE
ELECTRIC METER
MONITOR WELL
OVERHEAD UTILITIES
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
OVERHEAD CABLE T.V.
OVERHEAD TRAFFIC SIGNAL
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
UNDERGROUND CABLE T.V.
w WATER LINE
WATER VALVE
FIRE HYDRANT
WATER METER
WATER MANHOLE
GAS LINE
GAS VALVE
GAS METER
DECIDUOUS TREE
EVERGREEN TREE
BUSH
TREE /SHRUB LINE
FENCE
SIGN
MAILBOX
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL MANHOLE
ELECTRIC METER
TELEPHONE
DRAINAGE MANHOLE
SANITARY MANHOLE
CURB INLET
ROUND INLET (24" TYPICAL)
SQUARE INLET (24" TYPICAL)
CLEAN OUT
A
1. THE INTENT OF THESE DOCUMENTS IS TO HAVE REMOVED ALL MATERIAL FROM THE SITE WHICH
IS NOT PART OF THE PROJECT CONSTRUCTION. NO "BURIED" MATERIALS SHALL BE ALLOWED.
2. ONLY THE MAJOR SITE STRUCTURES, TREES, ETC. HAVE BEEN SHOWN ON THE SITE PLAN. THE
CONTRACTOR SHALL EXCAVATE, DEMOLISH, REMOVE AND DISPOSE OF ALL EXISTING
STRUCTURES, DEBRIS, TREES, ETC. ON THE SITE, UNLESS MARKED OTHERWISE ON THIS PLAN.
EXISTING STRUCTURES INCLUDE (BUT ARE NOT LIMITED TO);
BUILDING WALLS, ROOF, ETC.
FOUNDATIONS.
PAVEMENT (CONCRETE, ASPHALT AND BRICK) AND GRAVEL.
CONCRETE SLABS.
DEBRIS INCLUDED (BUT NOT LIMITED TO); GARBAGE, TRASH, METAL, WOOD, CONCRETE,
STONE, CERAMIC MATERIAL, MISCELLANIOUS LANDSCAPING, ETC.
3. ALL MATERIAL AS A RESULT OF THE GENERAL DEMOLITION SHALL BE THE PROPERTY
OF THE CONTRACTOR. THE CONTRACTOR'S LUMP SUM BID PRICE FOR THE DEMOLITION
SHALL TAKE INTO ACCOUNT THE SALVAGEABLE VALUE OF MATERIALS AND SAID BID
PRICE SHALL REFLECT SAID SAVINGS.
4. THE CONTRACTOR SHALL BE REQUIRED TO DEMOLISH AND REMOVE DESIGNATED
FOUNDATION WALLS, RETAINING WALLS, CURBING, CONCRETE SLABS, PAVING, TANKS,
STRUCTURES, PIPES, AND MANHOLES AS SHOWN ON THE CONTRACT DOCUMENTS. ALL
EXISTING BASEMENT FLOOR SLABS THAT ARE NOT REMOVED SHALL BE BROKEN UP
SUFFICIENTLY TO PERMIT DRAINAGE THROUGH THE SLAB. ALL EXISTING BASEMENT
WALLS, FOUNDATIONS, FLOOR SLABS, AND ETC. SHALL BE REMOVED ENTIRELY.
5. THE CONTRACTOR SHALL OBTAIN FROM THE CITY OF CARMEL AND ALL OTHER
APPLICABLE GOVERNMENTAL AUTHORITIES, NECESSARY PERMITS REQUIRED, A COPY
OF SUCH PERMITS TO BE FURNISHED TO THE OWNER PRIOR TO COMMENCEMENT OF ANY
WORK REQUIRED HEREIN. THE CONTRACTOR SHALL FURTHER FURNISH TO THE OWNER
PROOF THAT HE HAS COMPLIED WITH THE PROVISIONS OF THE MUNICIPAL CODE OF
CARMEL, INDIANA.
6. ALL ITEMS THAT ARE NOT TO BE SALVAGED ARE TO BE LEGALLY DISPOSED OF OFF SITE.
7. THE CONTRACT AND CONSTRUCTION LIMITS FOR THE PROJECT SITE SHALL BE THE PROPERTY
LINES SHOWN ENCLOSING THE SITE, PUBLIC STREET RIGHT —OF —WAY AND ANY OFFSITE
WORK DELINEATED BOUNDARIES.
8. CONTRACTOR SHALL REMOVE ALL UTILITIES LEADING TO THE EXISTING STRUCTURE
AND CAP OFF AT PROPERTY LINE.
9. ALL QUANITIES OF REMOVAL ITEMS ARE APPROXIMATE AND FOR INFORMATIONAL PURPOSES ONLY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL MATERIALS AT THE SITE
IN THE LUMP SUM BID FOR DEMOLITION FOR THE PROJECT.
PPIKCeD
JAN 39 2004
N90-0rENG
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SITE ENGINEER:
NO.
DATE
REVISION DESCRIPTION
40'
CLIENT
MAI\
GUILFOR
S \Projects103351dwg10335DP.dwg, 01/30/2004 10:14:21 AM, Cad2