HomeMy WebLinkAboutV 52-02, V 53-02 Hamilton County Senior Services Center Relocation - Site Demo Planwi
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OMITS OF CONSTRUCTION i
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ALL AREAS DISTURBED BY NEW
CONSTRUCTION TO BE RESTORED
TO ORIGINAL CONDMON AT
COMPLETION OF PROJECT.
SITE DEMOLITION PLAN
NORTH
INN M
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SITE SYMBOLS AND ABBREVIATIONS
SCREENED ITEMS INDICATE EXISTING TO REMAIN
EXISTING CONTOUR UNE 1NV. 754.32 INVERT ELEVATION
EXIST. STRUCTURE
NEW CONTOUR UNE TO REMAIN
NEW STRUCTURE
123.45
123.45
EXISTING SPOT ELEVATION
EXISTING GRADE
NEW SPOT ELEVATION
TOP OF EXIST. CURB
CURB GUTTER
TOP OF NEW CURB
CURB GUTTER
NEW ASPHALT PAVING
NEW CONCRETE PAVING
[F EXISTING TO BE REMOVED
il
EXIST. UTIUTY TO REMAIN
EXIST. UTIUTY
TO BE REMOVED
NEW UTILITY
(RCP) PIPE MATERIAL
0.0061'/, SLOPE (FEET PER FOOT)
DIRECTION OF SLOPE
SAN
G
E
T
W
SAN
STM
CS
ST
F.P.
U/G-
0/H—
PIV
0
4
No mil NE INE INN =I Es INE mis min Ems wi_oim
J
GAS
ELECTRIC
TELEPHONE
WATER
SANITARY SEWER
STORM SEWER
COMBINED SEWER
STEAM LINE
FIRE PROTECTION
UNDERGROUND
OVERHEAD
POST INDICATOR VALVE
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GENERAL NOTES
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LIMITS OF CONSTRUCTION..
C.B.
C.O. CLEAN —OUT
1000.00 N COORDINATE POINT
1000.00 E
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O FLAG POLE
M.H.
D.H.M.
CB
C.I.
EX.
T.C.—
PVC
RCP
HDPE
DIP
CI
DS
CO—
CONSTRUCTION OMIT UNE
MATCH EXISTING
0 VALVE WITH RISER BOX
DOOR
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND VERIFYING,
THAT ALL PERMffS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE
CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
CONTRACTOR SHALL VERIFY LOCATION AND INVERT ELEVATIONS OF EXISTING
SEWERS PRIOR TO START OF CONSTRUCTION.
CONTRACTOR SHALL MAINTAIN A COMPLETE AND OPERABLE UTIUTY SYSTEM.
AT ALL TIMES.
CONTRACTOR SHALL INCLUDE IN HIS BID PROPOSAL COSTS FOR CUTTING AND
PATCHING AS REQUIRED TO COMPLETELY INSTALL THE WORK INDICATED.
CONTRACTOR SHALL INCLUDE ALL TAP FEES, PERMIT FEES AND APPLICATION
FEES IN HIS BID PROPOSAL AS NECESSARY TO COMPLETELY INSTALL THE
WORK INDICATED.
INFORMATION SHOWN WAS OBTAINED FROM AN OWNER FURNISHED SITE SURVEY
OF EXISTING CONDITIONS AND IS UNCONFIRMED. CONTRACTOR IS REQUIRED
TO FIELD VERIFY THIS INFORMATION AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES SO MODIFICATION CAN BE MADE.
CONTRACTOR SHALL COORDINATE EXACT UTILflY LOCATIONS WITH THE OWNER AND
LOCAL UTIUTY COMPANIES PRIOR TO COMMENCING ANY WORK. U11UZE THE
INDIANA UNDERGROUND PLANT PROTECTION SERVICES, INC. AT 1- 800 382 -5544
PRIOR TO ANY EXCAVATION ON THE SITE
DEMOLITION NOTES:
O i PARKING STRIPING TO BE COVERED UP WHEN SEAL COAT IS
APPLIED. SEE C2.0.
2O REMOVE DOSi1NG ASPHALT PAVEMENT AND BASE COMPLETE; MAKE
STRAIGHT SAWCUT AT TERMINATION.
K:::; REMOVE IXISiING METAL HAND RAIIJNG COMPLETE; STORE PER
OWNERS DIRECTION.
EXISTING POWER POLE
NEW POWER POLE
NEW UGHT BOLLARD
NEW UGHT
EXISTING LIGHT
EXISTING FIRE HYDRANT
TREE, SHRUB, BUSH
EXISTING TO REMAIN
NEW TREE, SHRUB, BUSH
AND TYPE
TREE, SHRUB, BUSH
TO REMOVE
MANHOLE
DROP MANHOLE
CATCH BASIN
CURB INLET
EXISTING
TOP OF CASTING ELEVATION
POLYVINYL CHLORIDE PIPE
REINFORCED CONCRETE PIPE
HIGH DENSITY POLYETHYLENE PIPE
DUCTILE IRON PIPE
CAST IRON PIPE
DOWN SPOUT
CLEAN OUT
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UMITS OF CONSTRUCTION
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SEASONAL SOIL PROTECTION CHART
STABIUZATION
PRACTICE
PERMANENT
SEEDING
DORMANT
SEEDING
TEMPORARY
SEEDING
JAN
FEB
A
B
MAR
A
D
APR
MAY
JUN
JUL
A
AUG
C
SEPT
OCT
A
NOV
DEC
A KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD
ANNUAL RYEGRASS 20 LBS. /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST, IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF
12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTIUZER.
B SPRING OATS 3 BUSHELS ACRE 2.3Ibs. 1000 Sq ft
FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400— 600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR
EQUIVALENT, FERTIUZER.
C WHEAT OR RYE 2 BUSHELS /ACRE 3.5Ibs. 1000 Sq. ft
FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400— 600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR
EQUIVALENT, FERTIUZER.
D ANNUAL RYEGRASS 40 LBS. /ACRE (1 LB. /1000 SQ. FT.)
IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND SEPTEMBER
INCREASE SEEDING APPUCATION BY 50%
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LIMITS OF CONSTRUCTION
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ARCHITECTURE ENGINEERING INTERIOR DESIGN
ND A CONTINUUM OF PR< ti� \NAOEMENT SERVICES
BSA DESIGN
9365 COUNSELORS Row SUITE 300
INDIANAPOLIS INDIANA 46240.1479
317.819.7878 PH 317.819.7288 FX www.bsadesign.com
MARK DATE
Qt' N0.
199
S T A TE O F
B.
1111
DESCRIPTION
6/ 12/02
FBS SUBMISSION
HAMILTON COUNTY
SENIOR SERVICES, INC.
CENTER
RELOCATION
SITE DEMOLITION PLAN
SCALE
DATE 4 APRIL 2002 COMMISSION
COORD
DRAWN
APPROVED
FILE NAME
1" 20' CLIENT NO.
JRB
CME
RAB
001 C 1 .O.DWG
525001
C1.0