HomeMy WebLinkAbout04110035.14WELL
ON 3 STY. HOUSE
F.F.E.=898.17
. .. ... 1 STY. HSE.
F.F.E.=891.14
M
k/TCHSINE C304
MORE.
"lell-mlee-
GWIIING NOTES
el 24 c iriN7=881.45 24" CMP IN =8&.03
OPEN CHANNEL 1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
M, 879.80
--- MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON
2. ALL TOPSOIL SHALL BE PLACED IN MOUND
�4"-tMPJNV=881.54 COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX
X (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS
BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND
PARKING AREAS.
3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL
4:�CMP INV=881.0 73' EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION.
ET- TC=884. _11, 7
INLET- 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION
X
LIMITS.
(36
5. GRADES SHOWN IN ROADWAY & PATHWAY AREAS ARE TOP OF PAVEMENT ELEVATIONS. CONTRACTOR
E ELEVATIONS IN SUCH TAR
SHALL BE RESPONSIBLE FOR CONSTRUCTING THESE AREAS TO SUBGRAD
MANNER THAT PAVEMENT CONTRACTOR CAN INSTALL BASE ASPHALT FOR ROADWAY PATHWAY
WITHOUT MODIFYING SUBGRADE.
6. SEE TRAILWAYS PLAN AND PROFILE DRAWINGS FOR ADDITIONAL GRADES ON STREETS AND PATHS.
-00
7.THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS
0
IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND
' / \ \ ` ` ;\ / x TC 886.50 ` \ \ \ \ \\ \ \ TO DISPOSE OF TOPSOIL
0
E 8. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE
FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS
AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL
0 9. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S
REPRESENTATIVE SHALL
%0
CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL
BARN BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL
AREAS.
AF.E.=890.0 + I
1� TRAILWAYS
1O.CONTRACTOR SK41 COORDINATE ROADWAY AND PATHWAY CONSTRUCTION WITH
T. B. M. #2
0
0 743 \1 CONTRACTOR.
11. CONTRACTOR SHALL SEQUENCE EARTHWORK ACTIVITIES IN A MANNER THAT
T WILL PREPARE THE
LITATE THE
ROADWAY AND TRAILWAY SUBGRADES AS SOON AS POSSIBLE TO HELP FACI
TRAILWAYS PROJECT.
12. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE THROUGHOUT THE PROJECT.
13.TC IS THE TOP OF CURB ELEVATION FOR CURB INLETS. TC IS THE TOP OF CASTING OR
WHERE WATER ENTERS THE GRATE ON ALL OTHER CASTINGS.
r4�>
J C,
GRADING PLAN LEGEND
0 PROPOSED CONSTRUGM
X
PROPOSED PAVEMENT SPOT GRADE
CP
....... _.__.AP.P_ROX, PROPOSED GROUND SPOT GRADE
/LIMITS,_.OF: - „-jCQ4�.Ti-V�.A�T.E�D-., -F 00)
MATCH EXISTING GRADE
00
PROPOSED TOP OF CURB GRADE
00 C 800.00
PROPOSED GUTTER GRADE G 799.50
PROPOSED TOP OF WALL GRADE TW 800.00
PROPOSED BOTTOM OF WALL GRADE BW 7 9.50
00
00
39 PROPOSED TOP OF CASTING
-FFE= -5,5 00
X,
CO PROPOSED INVERT ELEVATION
51
89 01
PROPOSED 1 Ft. CONTOUR
x 10
cfA
PROPOSED INDEX CONTOUR
SWALE 0 1.0%
TC 890.00 PROPOSED SWALE __ -000 -- Mail-
.... .. .....
SWALE 0 0.50%
PROPOSED SWALE WITH SSD (SUB-SURFACE DRAIN)
GAR. PROPOSED DRAINAGE FLOW ARROW (DIRECTION)
1.00%
2 STY.
HOUSE PROPOSED DRAINAGE FLOW ARROW WITH GRADE
F.F.E.=
HIGH POINT H.P.
898.23
LOW POINT L.P.
FINISH FLOOR ELEVATION FFE=800.0
STORM STRUCTURE
C10 SANITARY STRUCTURE
co
"HOLEY MOLEY SAYS CALL AT LEAST THE FULL CAUTION
0 WORKING DAYS BEFORE YOU DIG ITS LAW
co LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
W manholes', inlets, valves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR MICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
1 \ �STY. HSI
_(0-
P0 H 1/2 R/W PER 1 -800- 382 -5544 LOCATIONS OF SAID EXISTING UNDERGROUND
CALL TOLL FREE UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
ILTON CO. THOROUGHFARE PLAN 1-800-428-5200 PRIOR TO ANY AND ALL CONSTRUCTION.
FOR CALLS OUTSIDE OF INDIANA
APPROXI�ATE LOC TIl
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Shad
C307
Date
05-06-03
Project Number
990433-20600