HomeMy WebLinkAboutC2 Site Layout Plan25' INGRESS /EGRESS
UTILITY EASEMENT
(SCALES 30' ON PLAT
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95.9'
PROPOSED
STEAK 'N SHAKE
60' BUILDING SETBACK LINE
189.0'
18.0'
1 A
-maw
30.5'±
ASPHALT SIDEWALK
12.5'
EDGE OF CONCRETE
75' HALF R/W L EDGE OF CONCRETE
96TH STREET
CONCRETE PAVEMENT
I RAISED CURB ISLAND
1
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9
REAR SETBACK
8
N90 "E 342.44'
8574470
15_ D_ U.
LOT 2
CARW,X SECONDARY PLAT
P.C. 3, SLIDE 199
INST. #2003 -61408
3.39 ACRES (GROSS)
2.88 ACRES LESS R/W TAKING
9 8
7
I
L1J
r
60' R/
TRAFFIC
SIGNAL MH
16.5'
16.5'
6
OVERHEAD SIGNALS
6
50' ASPHALT
END OF.
SE CORNER LOT 2
SE CORNER SE 1/4
SEC. 8, T17N, R4E
HARRISON MON. FOUND
PARKING BARRIER
PROPOSED STEAK 'N SHAKE MENU BOARD
1$ 6" CURB AND GUTTER
0 MATCH EXISTING CURB
tad PAINTED PEDESTRIAN CROSS WALK
0 ADA ACCESSIBLE RAMP
6" CONCRETE CURB
@STOP SIGN
JROOF DRAIN
J CONCRETE WALK
26 TRANSFORMER PAD
PROPOSED LIGHT
SINGLE TUBE
LIGHT FIXTUR
LOUVER
SEE
5
5
1" RADIUS
3" TOPSOIL
54:00
ocb. 9
o Oco
COMBINED CONCRETE
CURB GUTTER
WET TYPE (NO SCALE)
19.00 15;00
2.0
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3.001
2.0
24"
18"
SLOPE 1/4" PER FT.
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54.00
50.00
tt,
12.0
4
4
NOTES:
EXPANSION JOINTS ARE REQUIRED AT STORM INLETS.
CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS.
SPACING SHALL BE 5' ON CURVE RADII.
CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN
CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2" MIN.
SUBGRADE AGGREGATE
(DEPTH VARIES)
PLAN NOTES:
0 ASPHALT PAVING
E PAINTED WHITE DRIVE THRU AISLE MARKINGS
0 CONCRETE PAVING WITH 1' CHAMFERED CORNERS
CD MATCH EXISTING PAVEMENT
c CONCRETE CURB Sc SIDEWALK, REFER TO ARCHITECTURAL DRAWINGS
0 SIDEWALK FLUSH WITH PAVEMENT
0 BOLLARD, SEE ARCHITECTURAL DRAWINGS FOR BOLLARDS AROUND BUILDING
0 HANDICAP PARKING SIGN 8" BACK.
0 PAINTED WHITE 4" PARKING LINES
6JPAINTED HANDICAP ACCESSIBLE ISLE (1 -5' WIDE, 1 -8' WIDE)
0 PAINTED HANDICAP PARKING SYMBOL (PARKING BAY 9'X18' WITH 2' OVERHANG)
PAINTED WHITE TRAFFIC ARROWS
0 PROVIDE 6" MIN., APPROVED TOPSOIL BETWEEN BUILDING AND SIDEWALK.
COORDINATE WITH ARCHITECTURAL DRAWINGS
14 TRASH ENCLOSURE, COORDINATE WITH ARCHITECTURAL DRAWINGS
'.0D
I!/// Are Ar/// /1-.111
6 "N CONC. FILLED
GUARD POST 5' -0" T°
PAINT BLACK
G
Q d J
6" CONC. APRON SEE
SPECIFICATIONS. SLOPE
AWAY FROM ENCLOSU
00
DUMPSTER ENCLOSURE PLAN
SEE SITE PLAN FOR RIGHT HAND
LEFT HAND CONFIGURATION, ACTUAL
SIZE AND LOCATION
2.00 --mot
12:00
3
GENERAL NOTES
1. ALL DIMENSIONS ARE BASED FROM FACE OF CURB OR FACE OF BUILDING.
2. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING AND BUILDING
DIMENSIONS. DO NOT STAKE BUILDING FROM THESE FLANS.
3. DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON
ACTUAL FIELD LAYOUT COORDINATES.
4. RADII ARE 2' UNLESS NOTED OTHERWISE.
SITE BENCHMARK
SITE BENCHMARK
UNITED SURVEYING REBAR w /CAP MARKED UCP #21.
ELEV 737.06
TBM
CUT BOX ON CURB
ELEV 739.33
PARKING SUMMARY
PARKING REQUIREMENT:
ONE SPACE PER EVERY 2.5 PATRON SEATS,
PLUS ONE SPACE PER EMPLOYEE PER
LARGEST SHIFT 55 SPACES
PARKING PROVIDED:
55 STANDARD SPACES
3 HANDICAP SPACES
58 TOTAL SPACES
STOP SIGN (24 "x24"
(3) 1 -6" WIDE
SHELVES COORDINATE
PLACEMENT w /OWNER
4' ----0" CONC. WALK
DUMPSTER STORAGE
NOTE:
SIGN IS TO BE MOUNTED ON
GALVANIZED STEEL U -POST AND
MEET IN.D.O.T. AND INDIANA
MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS
AND HIGHWAYS.
PAINT WALLS, CEILINGS
SHELVES WHITE
8" CONC. BLOCK
0 r a
g:
6" CONC. SLAB, BROOM
0 2300 FINISH SLOPE PER FOOT
0 O 6' -3" TALL, 6 CONC. FILLED
PIPE GUARD POST (TYP. OF
2) PAINTED BLACK
2/
5' -6" TALL GATES 2" SQ. RAIL
FRAME w/ "SAFEDECK" PLANKS
BOLTED TO FRAME, AS
MANUFACTURED BY STRONGWELL.
2 HEAVY DUTY HINGES PER GATE.
GATES ARE TO BE ABLE TO BE
PINNED BOTH OPENED CLOSED
(2 "N SLEEVE).
3
0 15 30 60
2
2
WM, WV,
0
oa EXIST. GAS VALVE
0
0
0 EXIST. MANHOLE
CO EXIST. CLEANOUT
EXIST. SANITARY SEWER LINE
EXIST. STORM SEWER LINE
EXIST. CONTOURS
PIPE END SECTION
RIGHT-OF-WAY LINE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 6" HDPE ROOF DRAIN
PROPOSED PIPE BOLLARD
PROPOSED MANHOLE
PROPOSED CONTOURS
PROPOSED ELEVATION
DRAINAGE FLOW ARROW
WATER LINE
GAS LINE
FINISH FLOOR ELEVATION
TOP OF (MANHOLE INLET) CASTING
INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET)
892
Q
STM
0
,--1894.50
W
GAS
F.F.E.
TC
INV
RCP
CMP
PVC
STR.
M.E.G.
SSD
TOC
GUT
OUL
T
TBM
WV
LEGEND
EXIST. GAS METER
EXIST. FIRE HYDRANT
EXIST. WATER METER/VALVE
EXIST. SIGN
EXIST. MONITOR WELL
EXIST. IRON PIN OR PK (SET /FOUND)
EXIST. STORM INLET
EXIST. STORM /SAN./TELE. MANHOLE
EXIST. ELECTRIC METER
EXIST. POWER POLE
EXIST. GUY ANCHOR
EXIST. TELEPHONE PEDESTAL
REINFORCED CONCRETE PIPE
CORRUGATED METAL PIPE
POLYVINYL CHLORIDE PIPE
STRUCTURE
MATCH EXISTING GRADE
SUB- SURFACE DRAINAGE
TOP OF CURB
GUTTER
OVERHEAD UTILITY LINE
OVERHEAD TELEPHONE
TEMPORARY BENCHMARK
WATER VALVE
/1
6' -1.6" CONC. SLA
w /fix fix 10/ 10
W.W.F. OVER
COMPACTED
GRAVEL.
6.00
►:rr�r���rr�,
METAL CAP
8" CONC. BLOCK
ALL SURFACES
PAINTED (WHITE)
-12--�
#5 BARS AT 4' O"
O.C. IN SOLID
GROUTED CORES
EXTEND 4' -0" UP
INTO BLOCK.
k" 2 #4 CONT. HORZ
(TOP BOTTOM) WITH
#5 VERT. AT 4'--0" 0.C.
•VERIFY EXACT SECTION
REQUIREMENTS WITH
STRUCTURAL SHEETS
(SEISMIC (Sic WIND ZONES)
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TOP OF BLOC
STORAGE ROOM
FLOOR +2" ABOV
DUMPSTER SLAB-
PARAPET AT REAR
OF BUILDING-.
1-6.00
w
J
0
76.00
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J
0
L
DUMPSTER WALL SECTIONS
(NO SCALE)
8 "x 1 6" ADJUSTABLE
WEATHERPROOF LOUVER
w /INSECT SCREEN (WHITE)
COORDINATE FINAL
LOCATION w /OWNER (AVOID
CONFLICT w /SHELVES)
4 +8'_1
l TOP OF WALL
+e -0
TOP OF BLOCK
8" CONC. BLOCK
ALL SURFACES
PAINTED (WHITE)
BARS AT
O.C. IN SOLID
GROUTED CORES
EXTEND 4' -0" UP
INTO BLOCK.
CONCRETE WALK
2 #4 CONT. HORZ
(TOP BOTTOM) WITH
#5 VERT. AT 4 O.C.
*VERIFY EXACT SECTION
REQUIREMENTS WITH
STRUCTURAL S H EE I S
(SEISMIC WIND ZONES)
CaII 1- B0O --382 -5544
2 WORKING DAYS
BEFORE YOU DIG,
"IT'S THE LAW"
INDIANA UNDERGROUND PROTECTION SERVICE, INC.
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
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SHEET NO.
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JAMES K. SHINNEMAN P.E. 10201
C2
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