HomeMy WebLinkAboutC100 Topographical SurveyNOTE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ❑NSITE UTILITIES PRIOR TO CONSTRUCTION
TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY,
BENCHMARKS:
LEE 2 THE STATION IS LOCATED APPROX. 2.5 MILES NORTHEAST OF
ZIONSVILLE; AT THE INTERSECTION OF SHELBOURNE AND WEST
131ST STREET; IN THE SE 1/4 OF THE INTERSECTION; SET IN
TOP OF A CONCRETE POST, LEVEL WITH THE ROADWAY; A
DEPARTMENT OF NATURAL RESOURCES BRASS CONTROL STATION
TABLET, STAMPED "LEE 2 AZI 1989 N.A.V.D.
ELEV.= 917.518
R.R.S. #1 (S &A) SET W. SIDE OF PWR POLE ON THE
E. SIDE OF TOWNE ROAD APPROX. 600'± S. OF 141ST STREET
POLE #198293
ELEV.= 912.91
R.R.S. #2 (S &A) SET (4 S. SIDE OF PWR POLE, 4TH POLE WEST
OF TOWNE ROAD ON N. SIDE OF 141ST STREET
POLE #198293
ELEV.= 913.80
EX. MANHOLE #711
T.C. 918.60
INV.= 907.41 N
INV.= 907.31 SE
T.C. 916.20
INV.= 895.26.::
INV. 895.16.
EX. MANHOLE #702
EX. MANHOLE #709
T.C.= 917.50
INV. =908.31 SW
INV,;= 906.46 NW
INV.= 906.36 E.,
EX. MANHOLE #708
T.C.= 918.00
INV.= 904.24 W
INV.= 904.14 N
EX. MANHOLE #7h...
T.C. 916.90
INV.= 893.14 W
INV.= 893.04 E
EX. DROP MANHOLE #700
T.C.= 916.90
INV.= 903.50 N
INV.= 893.54 DROP
INV.= 891.59 E
INV.= 891.69 W
EX. 12" WATER
EX. MANHOLE
T.C.= 915.89
INV.= 890.79 N
INV.= 890.69 W
INV.= 890.59 E
EX. MANHOLE #707
T.C.= 917.50
INV.= 903.48 NE
INV,=903.38 S
EARTHWORK:
1. EXCAVATION
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SCALE: 1 80'
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FLOW LINE
CABLE T.V. LINE
OVERHEAD ELECT. LINES
BURIED ELEC. LINE
FENCE
WATER LINE
GAS LINE
TELEPHONE LINE
SANITARY LINE
STORM LINE
WATER METER
WATER VALVE
TELEPHONE MANHOLE
GAS VALVE
POWER POLES
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E.P.
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T.P.
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790
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M.B.
FIRE HYDRANT
MANHOLE
LIGHT POLE
CURB INLET
END SECTION
ELECT. PEDESTAL
TELEPHONE PEDESTAL
TREE
SPOT ELEVATION
CONTOUR LINE
MAILBOX
B -20 APPROXIMATE BORING
LOCATION NUMBER
A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus
excavated material not required shall be removed from the site.
B. Provide and place any additional fill material from offsite as may be necessary to produce the grades
required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the
source approved by the Developer. It will be the responsibility of the Contractor for any costs for
fill needed.
2. REMOVAL OF TREES
A. All trees and stumps shall be removed from areas to be occupied by a road surface or
structure area. Trees and stumps shall not be buried on site.
3. PROTECTION OF TREES
A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value
and worth which do not impair construction of improvements as designed.
B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with
respect to protective measure to be taken, if any, to preserve such trees.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall
be to a minimum depth of 6 inches or to the depth indicated in the geotechmical report provided by the
Developer to be excavated or filled. Topsoil should be stored at a location where it will not interfere
with construction operations. The topsoil shall be free of debris and stones.
5. UTILITIES
A. Rules and regulation governing the respective utility shall be observed in executing all work under
this section.
B. It shall be the responsibility of the Contractor to determine the location of existing underground
utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free
1- 800 382 -5544 within Indiana or 1- 800 428 -5200 outside Indiana.
6. SITE GRADING
A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area
to subgrade as shown on the drawing.
B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas
shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom
of banks and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so
that field measurements and spot elevations can be verified by the Engineer. The Contractor shall
not remove his equipment from the site until the Engineer has verified that the job meets the above
tolerance.
FORM \EARTHWRK
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