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BOKING -REQUIREME
REQUIRED (1 SPACE / 300 S-F) 16
PROPOSED SPACES 16
2 1 1
PLAN -NOTES:
( NEW CONCRETE DEPRESSED CURB AND GUTTER AT DRIVE
0 ACCESSIBLE ADA PARKING SPACE SYMBOL
304" WIDE WHITE -- NONSKID PAINTED LINES - 2' ON CENTER AT 45'
O.4" WIDE WHITE -- NONSKID PAINTED LINES
06" CONCRETE CURB
-606" INTEGRAL CONCRETE CURB WITH CONCRETE WALK
70ACCESSIBLE ADA PARKING SIGN AND POST
•SOSTANDARD ,ASPHALT PAVEMENT
09 ACCESSIBLE -ADA RAMP
10 MASONRY AND BRICK TRASH ENCLOSURE AND WOOD GATES
1t CONCRETE PAVEMENT
12 SITE MASONRY AND BRICK IDENTIFICATION SIGN, SEE ARCHITECTURAL PLANS
13 PARKING LOT LIGHT FIXTURE, POLE AND FOUNDATION, SEE .LIGHTING PLAN
14 6' WOOD STOCKADE SCREENING FENCE
19 RIGHT OF WAY ASPHALT PAVEMENT
Zg ELECTRICAL TRANSFORMER AND PAD, COORDINATE WITH -ELECTRICAL PLAN -AND
UTILITY _COMPANY.
17 MECHANICAL HVAC UNIT, COORDINATE WITH MECHANICAL 'PLANS.
18 ACCESSIBLE -ADA OPENING FOR ASPHALT PATH PER -HAMILTON 'COUNTY HIGHWAY
.DEPARTMENT STANDARDS
19 10' - ASPHALT PATH PER HAMILTON COUNTY HIGHWAY - DEPARTMENT `STANDARDS
@CONCRETE CURB AND GUTTER PER HAMILTON COUNTY HIGHWAY STANDARDS
WITHIN RIGHT -OF --WAY
21 CURB EXPANSION JOINTS
I @8" CONCRETE CURB
'BENCH WK NOTE:
2RONZE DISK SET IN A CONCRETE POST STAMPED IMAGS NO. 9. W - MARION COUNTY, WITH A
WITNESS POST AT THE SW CORNER OF U.S. HYW. NO. 421
AND t-465
ELEV =873.145
TIM, USED FOR CIRCUIT RUN IN FROM IMG1 49
A BOAT SPNCE SET W THE SOUTH SIDE OF A UTILITY POLE AT THE HE CORNER OF 94TH STREET
AND WALDEMAR ROAD.
.EM,=877.80
Ift
.MAG NAIL SET EAST SIDE OF POWER POLE NEAR WEST PROPERTY LINE IN NORTH RIGHT OF WAY
OF 96TH STREET.
LEY =882.58
4P
STONE FOUND
(M)
HARR. MONUMENT FOUND
/.►
RR SPIKE FOUND/SET
0/0
RON PIN FOUND /SET
e/1
PK NAIL FOUND /SET
O
IRON PIPE FOUND
EB
CONC. R/W MONUMENT
U/o
GAS VALVE
0
GAS METER
WATER VALVE
Q
WATER METER
0
V
FIRE HYDRANT
H
NR CONDITIONER
(D)
DEED :RATA
(M)
MEASURED DATA
(P)
PLAT DATA
R
WATER SPIGOT
/*
INLET
®
STOFW MANHOLE
Q
TELEPHONE MANHOLE
U/o
POST
UTILITY -POLE
UnLrlY POLE W/ LIGHT
Q
LIGHT STANDARD
m
ELECTRIC AIETER
SANITARY AIMIHOLE
D
WELL HEAD
PVC - POLYVINYL CHLORIDE PIPE CMP - CORRUGATED A0AL PIPE
DIP - DUCTILE IRON PIPE RCP - FORCED LONCRETE PIPE
VCP .- VffFt ED CLAY PIPE F.O. - FEER OPTIC
EXISMG
BOARD FfCONTOM NCE
CHAIN LINK FENCE
x x WOVEN WIRE FENCE
OVERHEAD UTILITY LINE
FLAW LINE
FM FORCE WAIN
3
9
SCALE: 1 " = 20'
0 10 20 -40
NOTE: THE ENGINEER MID /OR OWNER
DISCLAIM ANY ROLE IN THE - CONSTRUCTION
MEANS AND METHODS /ASSOCIATED MM THE
PROJECT AS SET FORTH IN THESE �P!1*6.
5A1mll
THE LOCATIONS OF ALL EXISTING UNDERGROUND IMU TES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE .GROUND
EVIDENCE (INCLUDING, AUT NOT LIMITED T0, "4NHOLES, .INLETS,
VALVES. AND MARKS MADE UPON THE TROUN+ID ZY ZTrHM) AND
ARE SPECULATIVE IN NATURE THERE AAAY ALSO SE .ORER
EXISTING UNDERGROUND 11TILMES FOR SHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH -NO *ROVE 'GROUND
EVIDENCE WAS OBSERVED. THE EXACT iOCATHX6 OF SAID
EXISTING UNDERGROUND UTUTIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
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NO.
9001194
STATE OF
I DARRELL G. PELLIPS P2. 900119.11
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