HomeMy WebLinkAbout1007009 04 C100 Existing Conditions-Demolition Plan0
00
0
0
0
Ln
Ln
of
0
0
cy
N
0
0
0
d-
a'
In
X ;4-
0
tri
Cr) J
O O
E N 00
00
CD
O 0
1 C
U o
5
a6 o cn
E
O
zm.
0
LU
O -I- 0
O 0 O
12 "WTR
EXISTING
DETENTION
POND
EXISTING
RESTAURANT
lr
1 1 1/
1 1 1 1 1
1 1 k
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1
1 1 11 1 1 1
1 11 1 1 1
1_ 1 1 1 -1--
i
G G
TT E I
L-
II
12 'WTR 12 "WTR
1
I
20' WATER
1 1 1 EASEMENT 1 1 1 I
1 1 1 1 1 1 11 I
1 1, I
1 1 1 1 1 1 1 1 111 1
1 I
11
-I J L I_-- 1--_ 1_ 1_ I 1
U UT 71
UT U -UE UE o
-ULIU ULIL -OLIC
SAN SAN SAN SAN
20' SANITARY SEWER ESMT.
10 -FT WIDE ASPHALT PATH
SD-- -SD
-SD
END SECTION
INV. 828.00(E)
UT
1
i 7 7-7 d 1 1
r_/1 1 w
L
1
11
11
SO
BRCP
SD
11 1 TC 838.30
-.i-w 1 INV. 834.257
11 I
412'WTR
TC 837.45 I
INV N 829.43 L EX J
INV S 829.50
7
831.39(E)
831.2X
831.39(S)
834.00(W)
TC 838.28
I I 1 INV. 833.0�EL
1 INV. 832.96(N)
j 1 =45 I
II 0
1
15" RCP SD
I I
7
TC 837.85
INV. 829.13(W)
INV. 829.23(S)
6" CONCRETE CUR_ 3 8
1
1
2' CONCRETE
CHAIRBAC CURB
T 15 "RCP SD
ASP ALT
SAN
6" C NCRETE CURB
1 �I 00
CO
12 "WTR
CgNCRETE
i
PVC CONDUIT MARKER
0
C-
SAN 0
1
1 7 ,L___ (6,5 1
0 -SD I
CO
W
CA
1 1 TC 838.28
EX
_J INV W 833 %29
CONCRETE RAMP
ASPHALT
EX TC''838.07
L_ _J INV W 831.65
CO
0
1
SAN- SAN- SAN
OE C SAN
8 "PVC
TC 839.06
EX
INV W 825.38
INV E 825.44
OETE
GRASS
838
GRASS
OETC -SAN =O ET c_
2 "R
837 a_
i
TC 838.32 I 1
INV W 834.34 I_ EX
sloop
B38
WEST 96th STRE
83
AN
6" CONCRETE I ISLAND
s
83)
1
1
1
G
TC 838.66
INV W 826.19
TBM #27
REBAR /CAP SET
ELEVATION= 838.09'
1
w
w
ce
1-
0
LEGEND
O 20
SYMBOL DESCRIPTION
SAN
SD
WTR
UE
UT
DEMOUTION NOTES
SCALE: 1"=20'
40 60
O A SAWCUT AND REMOVE EXISTING ASPHALT AND CURB
STORM INLET
O STORM MANHOLE
WATER VALVE
\I/
WATER SPRINKLER
TRANSFORMER
ELECTRIC MANHOLE
TRAFFIC SIGNAL
LIGHT POLE
GROUND LIGHT
FLAG POLE
-a-- SIGN
Eii STORM SEWER STR. N0.
TREE
TREE /SHRUB LINE
SANITARY SEWER
STORM SEWER
WATER
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
DITCH
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE
LOCATIONS ACCORDING TO AVAILABLE INFORMATION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION
OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE
UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD
LOCATIONS OF EXISTING UNDERGROUND UTILITIES, CALL INDIANA
UNDERGROUND CABLE LOCATION 1- 800 382 -5544.
2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE
RELOCATION OF UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE
ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES SERVING
FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED
HOURS, EXCEPT WHEN PERMITTED BY OTHERS.
3. DEMOLISH AND COMPLETELY REMOVE FROM SITE, EXISTING UNDERGROUND
UTILITIES INDICATED TO BE REMOVED. COORDINATE WITH UTILITY
COMPANIES FOR SHUT -OFF OF SERVICES, IF LINES ARE ACTIVE.
4. ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY SERVICES
SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
5. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE
CONTRACTOR'S RESPONSIBILITY.
6. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED
Z FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS
OTHERWISE NOTED.
7. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON
PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS.
SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT
AND TRUE TO LINE. REMOVE ALL NON- ORGANIC OR TOXIC MATTER THAT
w WOULD INTERFERE WITH PROPOSED PLANT MATERIAL.
8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD,
DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR
PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST USE WATER OR
OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM.
9. THE USE OF EXPLOSIVES IS PROHIBITED.
0
Z 10. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY
COMPANIES.
11. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS,
DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES,
FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS,
ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE
RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE
CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS,
EXCAVATION, AND /OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS
SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST
THEIR ORIGINAL CONDITION.
12. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT,
EMBANKMENT, OR BUILDING AREAS REQUIRING REMOVAL SHALL BE
REMOVED AND BACKFILLED COMPLETELY WITH APPROVED ENGINEERED
GRANULAR MATERIAL SUITABLE TO THE A /E.
13. ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND LOCAL AGENCY
REQUIREMENTS.
NOTE:
EXISTING UTIUTY AND TOPOGRAPHIC INFORMATION FROM
CONSTRUCTION PLANS FOR GRANITE CITY BREWERY AND
TOPOGRAPHIC SURVEY PREPARED BY WOOLPERT.
DON'T
DIG
BLIND
"HOLEY MOLEY"
1 -800- 382 -5544
CALL TOLL FREE
z
0
cn
O
z
0
z o0
co
I"- Cfl
w O
�0�
fi
0
0
O
co N
J
FJI
E
Z
Q
J
a
z
0
0
J
W
N
Z
0
F--
Z
O
U
Z
W
SHEET NO.
C100