HomeMy WebLinkAbout060-00 C115 Entrance PlanR/W LINE
6' CONC. SIDEWALK I VARIES
III -
= III
E DITCH
� •53 STONE J
ASPHALT PATH ''2J PER FT. MIN.
1 1/2 " H.A.C. SURFACE •11 OR •12
♦.. BITUMINOUS AGGREGATE BASE • 5D
OVER PREPARED SUBGRADE
HALF OF RIGHT -OF -WAY
i
CENTERLINE
OLD MERIDIAN STREET
NEW PAVEMENT __ EXISTING EXISTING
PAVEMENT PAVEMENT
SAW CUT EDGE OF EXISTING PAVEMENT
TA FnRM A NEAT JOINT
STONE I/. PER FT. NIM. - -- --•
SHOULDER SLOP`'
7H1"
H. .A-C. SURFACE •11 OR •12
3" A.C. BINDER •9
8" •sD BASE
OVER PREPARED SUBrRADE
o PREPARED SUBGRADL PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS SECTION No. 207
SECTION "A— All
LEGEND
EXISTING
PROPOSED
MANHOLE
•
CURB INLET
■
BEEHIVE INLET
•
FLOW ARROW
O
CONTOUR
SPOT ELEVATION
846.6
SWALE
-
UNDERDRAIN
— — — —
TOP OF CASTING
T846.0
TREE LINE
-- T -- -- BURIED TELEPHONE
LINE
- - OVERHEAD ELECTRIC LINE
X -- FENCE LINE
POWER POLE
TELEPHONE JUNCTION BOX
DECIDUOUS TREE
NEW PAVEMENT WITHIN f.,`��
R.O.W. OF OLD MERIDIAN STREET . -21
GENERAL NOTES:
I M. E. - indicates match existing spot elevation; contractor shall match existing
grade at that point. See note 8 on this sheet for more informotion.
2. Where M.E. (match existing) is indicated on the construction plans, field
observations should be made to assure positive drainage.
3. Excess dirt to be s:-ockpiled in areas as designated by the developer,
4. Do not scale from these plans for survey field locations.
5. Check the benchmark with existing grades and existing topography before
beginning construction. Any discrepancies must be reported to the engineer
immediately.
6. Before any earthwork is performed, the contractor is responsible for locating all
existing utilities within, or bordering, the project,
7. A preconstruction meeting should be conducted to establish construction limits to
maintain the integrity of the project throughout the construction phases.
100' 100
M. E. 857.11
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END CURB
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PROJECT NO. 111 -1150
SHEET NO.
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SCALE: V = 30'
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PROJECT NO. 111 -1150
SHEET NO.
C115
1150ENT2.DGN