HomeMy WebLinkAbout06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 02\OTE:
ALL EXIST \G TRIES, Bb LD \GS,
A \D ASP ALT DRIVEWAYS WILL B
R -MOVED FROM T IS S TE BEFOR
CON\STRUCTIO\ B= GI \S.
E\ CES
NOTE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING
❑NSITE UTILITIES PRI ❑R 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:
BM TBM HISTORY:
THE REFERENCE BM (HCSO #12) WAS BROUGHT TO THE SITE (JOB NO. 52605) BY A
LEVEL LOOK PERFORMED BY JRL ON 6 -15 -05 IN F.B. 416 PAGES 18 -22. JRL SET TB 1
AND 2 FROM REFERENCE BM 12.
REFERENCE BENCHMARK:
G -55 HAM A BRONZE PLATE ON A CONCRETE POST PROJECTING 1.3 FEET OUT OF THE
GROUND ALONG US -31, 2.6 MILES NORTH OF 1 =465, 0.7 MILE SOUTH OF 131st STREET,
83 FEET WEST OF CENTERLINE SBL OF US -31 AND 19 FEET EAST OF R/W FENCE AT
STATION 409 +00. 2.6 MILES NORTH OF 1 -465. RECOVERED IN 1983 BY HAMILTON
COUNTY SURVEYOR'S OFFICE. RECOVERED BY STOEPPELWERTH ASSOCIATES IN 2005.
TBM No. 1
A RAILROAD SPIKE, UP 1 FEET FROM GROUND ON SOUTH SIDE OF POWER POLE No.
55 -205. SAID POLE IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
W. MAIN STREET AND CATHERINE DRIVE. SAID POLE IS 1O'± NORTH OF W. MAIN STREET
AND 40'± NORTHWEST OF THE PHYSICAL CENTERLINE /CENTERLINE OF W. MAIN STREET
AND CATHERINE DRIVE.
TBM No. 2
CA TV
❑HE
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G
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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
D4 WATER VALVE
0 TELEPHONE MANHOLE
GAS VALVE
POWER POLES
0 0 0
P.W.P.
O
BENCH NOTES TYPED BY: TLB 8/25/2005
CHECKED BY:
EARTHWORK:
EXCAVATION
2. REMOVAL OF TREES
A.
3. PROTECTION OF TREES
4. REMOVAL OF TOPSOIL
LEGEND
0
D
E.P.
T.P.
x 790.10
790
A.B.
B -20 APPROXIMATE BORING
LOCATION NUMBER
ELEVATION: 867.46' (NAVD 88)
ELEVATION: 865.18' (NAVD 88)
NORTH MOST CORNER OF STONE SIGN READING "THE GLASS CHIMNEY SIGN IS AT ENTRY
TO THE GLASS CHIMNEY RESTAURANT AND IS 60 FEET SOUTH OF PYSICAL CENTERLINE
OF OLD MERIDIAN AND 500 SOUTHEAST OF THE PHYSICAL CENTERLINE /CENTERLINE OF
131st STREET AND OLD MERIDIAN.
ELEVATION: 861.33' (NAVD 88)
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.
All trees and stumps from area to be occupied by a road surface area and building pad. Trees and
stumps shall not be buried on site.
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 of protective measure to be taken, if any, to preserve such trees.
A. All topsoil shall be removed from all areas to be excavated.
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
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.
A. Rules and regulation governing the respective utility shall be observed in executing all work under
this section.
6. SITE GRADING
FIRE HYDRANT
MANHOLE
LIGHT POLE
CURB INLET
END SECTION
ELECT. PEDESTAL
TELEPHONE PEDESTAL
TREE
SPOT ELEVATION
CONTOUR LINE
MAILBOX
SCALE: 1"= 50'
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
that field measurements and spot elevations can be verified by
not remove his equipment from the site until the Engineer has
tolerance.
FORM EAR THWRK
the tolerance as stated above, so
the Engineer. The Contractor shall
verified that the job meets the above
J �O ISTEq <��9
No.
19358
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