HomeMy WebLinkAboutC3 Site Grading PlanDATE: 11/20/02
D TAT
CHECKED
BY:
SCALE: 1 9 9 309
F T:" 02-428
JOB 02-428
NO:
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C13
MONUMENT c..„
SIGN (FINAL 1
LOCATION TO '1
BE VERIFIED
BY OPERATIONS
AGREEMENT)
REVISEIYINL ;71
890.67'
RIM 890.17'
NEW INV. N. 885.5
14E'W NV. E. 885.5
INV. S. 885.40
1NV. W. 885.40'
112:7
0
REVISED INLE1\ #2
T.C. 890. 7'
I .R1t 890.17'
NW WV E. 884.67'
N 884.67'
\I S. 884.57'
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17
40 L.F. OF 4" UNDERDRAIN
ADS PIPE (OR EQUIV.) (TYP.)
17 SLOPE (TYP.)
IN
INV.
77
V
EX. CURB INLET
T.C. 890.15'
GUT. 889.65'
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UTILITY NOTE
THE UTILITIES SHOWN ARE AS FOUND BY PHYSICAL ABOVE GROUND
EVIDENCE AND UTILITY COMPANY RECORDS, THE EXACT LOCATION
IS UNKNOWN, AND MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION.
TEMPORARY BENCHMARK CAPPED REBAR STAMPED "ACE"
AT SOUTHWEST CORNER OF PROPERTY.
ELEV. 891.03'
CONSTRUCTION NOTES
BENCHMARK INFORMATION
REMOVE EXISTING INLET FRAME Sc GRATE, INSTALL CURB INLET, NEENAH
R-3040 (OR EQUIVALENT), ADJUST GRADE TO PLAN. LID MAY BE REQUIRED FOR EXISTING
FOR EXISTING STRUCTURE, VERIFY EXISTING DIMENSIONS.
EXISTING CLEANOUT TO BE ADJUSTED TO GRADE, A CONCRETE COLLAR
REQUIRED FOR PROTECTION AT GRADE (SEE DETAIL SHEET).
0 NEENAH R-3040 (OR EQUIVALENT) CASTING TO BE INSTALLED.
0 NEENAH R-2560—D (OR EQUIVALENT) CASTING TO BE INSTALLED.
0 NEENAH R-3405 FLAT GRATE Sc FRAME (OR EQUIVALENT) CASTING TO BE INSTALLED.
NOTICES AND PERMITS
15 30 60
HOLEY V1OLEY
SEZ
DO\'T DIG BLI\3
=3)
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
T.C.
(I) HE
G
J,CIE
E c i v l
WV
1
LEGEND
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE
CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION.
4. ALL STORM SEWERS TO BE PRIVATELY OWNED AND MAINTAINED.
EXISTING STORM SEWER
EXISTING SANITARY SEWER
NEW STORM SEWER
NEW SANITARY SEWER
EXISTING CONTOURS
PROPOSED GRADE
CURB GRADE
GUTTER GRADE
PROPOSED GRADE
CAUTION
PROPOSED PAVEMENT
EXISTING PAVEMENT
TOP OF CASTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
PIPE BOLLARD
HANDICAP SIGN
PROPOSED ELEC TRANSFORMER
PROPOSED BLDG. DOWNSPOUT
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT
ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY,
COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND
COORDINATION OF ALL CONSTRUCTION WITH THE RESPECTIVE UTILITY COM—
PANIES, PRIOR TO STARTING ANY CONSTRUCTION.
WATER LINE
OVERHEAD POWER
GAS LINE
UNDERGROUND TELEPHONE
UNDERGROUND POWER
GAS VALVE
FIRE HYDRANT
WATER SHUT—OFF VALVE
AREA LIGHT
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves,
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
REVISION DATES
SHEET NO.
4
C3
OF
8