HomeMy WebLinkAbout067-068.44
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EAST 106TH STREETy�
NORTH LINE OF THE NE/4 OF SEC. 12-T17N-R3E 4 X11
809.26' (M) / (P)
588 55'44 +�� �*
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ORCHARD PARK
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6' UTILITY STRIPS — 2 1310 9 �{ '
ON EACH SIDE.
PER PLAT
30' DRNNAGE EASEMENT �
PER iNS1R. NO. 88-3455 12 20 214'
8790^ \
7 I 6
CAUTION!!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL "HOLEY MOLEY"
1-800-382-5544
TOLL FREE
LAYOUT PLAN NOTES:
Ot HEAVY DUTY BITUMINOUS PAVING
O2 LIGHT DUTY BITUMINOUS PAVING
O FULL DEPTH R/W PAVING
O CURB TURNOUT
O5 HANDICAP SIGN
O VAN ACCESSIBLE HANDICAP SIGN
O7 DRY CURB & GUTTERS
O WET CURB &GUTTERS
INTEGRAL CURB & SIDEWALK
to MONOLITHIC CURB
1t CONCRETE DUMPSTER PAD
t2 4" CONCRETE SIDEWALK
t3 4" WIDE WHITE PAINTED PARKING LINES
14 PAINTED HANDICAP PARKING SYMBOL
i5 PAINTED HANDICAP ACCESSIBLE AISLE (SEE
SHT C6 FOR DETAIL)
is MATCH LINE TO EXISTING PAVEMENT EDGE
t7 KEYSTONE PRECAST CONCRETE RETAINING WALL
t8 NEW CONCRETE WALK AND STEPS WITH
HANDRAIL
RIGHT-OF-WAY PAVING
HEAVY DUTY ASPHALT
GENERAL NOTES
1) ALL
DIMENSIONS ARE BASED ON
FACE CURB
OR FACE OF BUILDING.
2) ALL
RADII ARE 5' UNLESS NOTED
OTHERWISE
(FIELD VERIFY).
SCALE: 1 " = 40'
0 20 40 80
3) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING AND BUILDING DIMENSIONS. DO NOT STAKE
BUILDING FROM THESE PLANS.
4) t DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT
COORDINATES.
5) ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
6) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBILE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPENCIES ARE
FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY A/E
IMMEDIATELY.
7) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSRY.
8) RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING
PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS,
SUBCONTRACTORS OR SUPPLIERS, AFTER CONSTRUCTION WORK IS COMPLETE.
PARKING QUANTITIES
9'x20' SPACES
325
8'x20' HANDICAP
8
TOTAL PARKING
333
LEGEND
O
894.50
TC 894.50
BC 894.50
W
GAS
OHE
UGT
UGE
F.F.E.
TC
INV
RCP
CMP
PVC
STIR.
M.E.G.
SSD
TOC
GUT
TBM
EXIST. FIRE HYDRANT
EXIST. WATER METER
EXIST. WATER VALVE
= EXIST. YARD SPIGOT
EXIST. YARD SPIGOT
EXIST. IRON PIN & OR PK (SET/FOUND)
= EXIST. GAS METER
EXIST. GAS VALVE
EXIST. STORM INLET
EXIST. ELECTRIC METER
EXIST. POWER POLE
EXIST. POWER POLE W/LIGHT
= EXIST. POWER POLE W/TRANSFORMER
EXIST. POWER POLE W/TRANSFORMER
EXIST, GUY ANCHOR
= EXIST TELEPHONE PEDESTAL
EXIST. MANHOLE
EXIST. CLEANOUT
= EXIST. STORM / SANITARY SEWER LINE
EXIST. CONTOURS
PIPE END SECTION
RIGHT-OF-WAY LINE
SWALE
PROPOSED STORM / SANITARY SEWER LINE
= PROPOSED PIPE BOLLARD
PROPOSED MANHOLE
PROPOSED ELEVATION
= PROPOSED ELEVATION
TC/TOP OF CURB - BC/BOTTOM OF CURB
WATER LINE
GAS LINE
OVERHEAD ELECTRIC/TELEPHONES LINES
UNDERGROUND TELEPHONE
= UNDERGROUND ELECTRIC
FINISH FLOOR ELEVATION
TOP OF (MANHOLE / INLET) CASTING
INVERT (BOTTOM) ELEVATION OF (MANHOLE/INLET)
REINFORCED CONCRETE PIPE
CORRUGATED METAL PIPE
POLYVINYL CHLORIDE PIPE
= STRUCTURE
MATCH EXISTING GRADE
SUB -SURFACE DRAINAGE
TOP OF CURB
GUTTER
TEMPORARY BENCHMARK
ALLAN H. WE[HE P E- 8827
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