HomeMy WebLinkAbout05060040 C202 Site Grading Plan3
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846.59
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NOTES:
1. SEE SHEET "C205* FOR SOIL EROSION CONTROL INFORMATION.
2. SEE SHEETS C801, 'C802' AND "C803* FOR SUE DETAILS.
3. SEE SHEET "C901" FOR SITE SPECIFICATIONS.
4. All CONSTRUCTION THIN PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED
IN ACCORDANCE WITH CURRENT CITY OF CARMEL STANDARD SPECIFICATIONS,
LATEST EDITION.
5. MAXIMUM LAWN SLOPE IS 3:1.
6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES
TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC., IN THE
AFFECTED CONSTRUCTION AREA EXISTING LMUTY STRUCTURES
ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION.
THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION
WITH APPUCABLE UTIUT( COMPANY) IS THE EXPRESSED
RESPONSIBILITY OF THE CONTRACTOR.
7. TC TOP OF CURB TOP OF CASTING.
8. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE
ALL EXISTING YELLS AND SEPTIC MUST BE
ABANDONED PER LOCAL AND COUNTY REGULATIONS
1. 4. 1
f
111116 01111.11111111111.11110.111i■dE.
41111.41111•11
0
PROPOSED
1111--- WATER METER PIT
STORM SEWER
STORM INLET
PIPE END SECTION
UNDER DRAIN
STRUCTURE NUMBER
SPOT ELEVATION
FINISHED PAVEMENT ELEV.
TOP OF CURB ELEV.
1) CONTRACTOR SHALL INSTALL NEW CONCRETE OR REPAIR ANY
GAPS WITHIN THE PATHWAY. ALONG 116TH ST., WITHIN PROJECT
SITE.
2) CONTRACTOR SHALL REPAIR THE PATHWAY PER THE CITY OF
CARMEL STANDARDS.
3) CONTRACTOR SHALL REMOVE EXISTING PATHWAY AND INSTALL
HADICAP RAMPS WHERE REQUIRED, PER THE ADA STANDARDS.
1) CONTRACTOR SHALL REMOVE EXISTING PATHWAY.
FINISHED GRADE ELEVATION
=LEGEND=
10 WATER 11)0 EMT.
a,
45.60
45.10
,41
In
st
=MG
SPOT ELEVATION
CONTOUR
MANHOLE/INLET
INLET
PIPE END SECTION
AREA/STREET LIGHT
TELEPHONE RISER
ELECTRIC RISER
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
WATER LINE
WATER VALVE
FIRE HYDRANT
WA Et? ME ER
GAS LINE
GAS VALVE
GAS METER
DECIDUOUS 'TREE/BUSH
EVERGREEN TREE/BUSH
TREE/SHRUB LINE
FINISHED FLOOR ELEVATIONS OF
ALL STRUCTURES SHALL BE NO
LESS THAN 2 FEET ABOVE ANY
ADJACENT 100—YR LOCAL OR
REGIONAL FLOOD ELEVATION
(SHICHEVER IS GREATER).
REVISIONS
1/11/05 g•-• REV1StU PER COMMENT
LETTER DATED 1/10/06 AND ADDED
SHEET C402 MG
/3/06 REVISED STORM AND
ADDED BLDG. MG
/12/06 REVISED PER LEBER DA1ED 5/24/06 AND
VCR HAMILTON COMM UG
06/13/06 REVISED WATER PER
CARMEL MG
08/23/06 revised stm) inverts grade and °Wed turn
lire on collage
0/11/06 REVISED PER LEI DATED 1014/C6 MG
00 1111111111//1//
Ii No.
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-0 2.".. STATE OF
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ll/ ill i it il 1 1 tIttO0
NORTH
SCALE: 1"= 40'
DRAWING:
DATE:
PROJ. NO.: 2308
DRAWN BY mg
SHEET NO.:
2308202
12/16/05
0202
TUBE FILE