HomeMy WebLinkAboutSITE PLAN - 01-00053 - Sonic Burgers Drive-In - New Restaurant9
8
R
4810.00'
DRIVE-IN 5TALL5: L0 I
EMPLOYEE PARKS: 10,
PATIO PARKS: 3
09-18-2001
PROJECT:
LAYOUT: 06
DESIGNER: OR
OWNER: MICWAE L VAN PELT w
486 .00'
486 00' 4 8.00'
r5" CONC
I�PIPE BOLLARDS
0
r /I
I
7 77:7
777,
I■I
-_ �. ► �--=1406 SQ. FT.
SONIC
I■I rBUILDING TYPE CL
e
26' -0"
4869.50'
/ N 89D45'13" E 200.00' S
4810.00' 4869.00' 48648.00'
V4LLE�' RIVER DRIVE
18"— SWR— SWR— SWR— SWR— SWR— S%VR-- SWR— SWR— SWR— SWR -
12 1,
WR-12" SAN — SAN — SAN — SAN — SAN — SAN — SAN — SAN — SAN — SAN
Y
b' T.G. 11
29,1-011
SEE GENERAL
NOTES 2 E 3
T.C.
W/ ADJOINING GUTTER
IN VALLEY RIVER DRIVE
4861.00'
SWR— SWR— SWR— SWR-
- SAN — SAN — SAN — SAN —
Fature or
Uel. S.W.
3
In
m 1/2• Preformed
Q Eeponelon Joint Mar
Tmnoklon Sopa _ _ imnei0on gape Bxk W Walk
50' Neelmum
1/2' Preformetl �i/2' Prs(oanM _. Spadrrqq In Sldeealk �I
Eepambn Jdn! Flller N SMerolk iponalon Joinl Flller Ra�ulht„NI SlGeolk =
-- Beek of Wdk
b^ 1/2' Preformed
&Nns n Joint Filler
FUIH 0spreseed Saclbn TraneRlon
See Note MS
DRIVEWAY (SIDEWALK)
U.
/1
S' on Center
bath, Ways
SECTION e
A
COMMERCIAL DRIVEWAY
Sidewalk
See Note 3 e
--8.75f
`See Note #1
SECTION e
A
RESIDENTIAL DRIVEWAY
3
In
7
DRIVEWAY (UTILITY STRIP)
SECTION
B
COMMERCIAL DRIVEWAY
U.
)i
S' a Canter
batt Way.
DRIVEWAYS
SECTION e
B
RESIDENTIAL DRIVEWAY
Una
1. 12' of Omnularlbmoe (ass j Mard Spwificatione
Sadbn 201.03) shall to rsyuired under all
cacreta unless atumlN =urirg aranul.r
Iwaa matMaI la encountered and approved by Na
City Enginear.
2. NI concrete Mail be arM eRh o adN
.ii as apxifM in this Slardard
Spool ations . co directM by the
City Erptrwer. (Materials Section Is 501.0])
3. Stondard eW..Ik elft le S foot In nee
construction. StaMaM Nope le 1/4' per
foot to et eet.
4. Place prefamnd ayonslnbIat mler at
driweay an ction ant d maxlnum
epodrp o/ 50 feet for nee eklevolk
anetmctbn.
S. 1:12 slope maannam
FOR DETECTABLE \\
WARNING SURFACE,
SCORE MAIN RAMP
AND FLARED
SURFACES PARALLEL
TO SLOPES 3'
JEEP TOOLED
JOINTS E 6'6' a.c. IN
CONCRETE.
CURB AT FRONT
OF ACCESS CUT
FLUSH WITH
GUTTER
1/2' PREFORMED _
EXPANSION JOINT
FOR DETECTABLE
WARNING SURFACE,
SCORE MAIN RAMP
AND FLARED
SURFACES PARALLEL
TO SLOPES W/ I'
DEEP TOOLED
JOINTS B 6' o.c. IN
CONCRETE.
BACKSIDE
DEPRESSED I'fl
5'-0'
N❑TES1
1. PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY
CONSTRUCTION AND AT MAXIMUM SPACING OF 50 FT FOR NEW
SIDEWALK CONSTRUCTION
Z SIDEWALK TOCI JOINTS MAXIMUM SPACING IS 5 FT
1 ALL CONCRETE SHALL BE CURED WITH A CURING COMPMMD
AS SPECIFIED IN THE STANDARD SPECIFICATIONS OR AS
DIRECTED BY THE ENGINEER.
4. MAXIMUM SLOPE AT DEPRESSED ACCESS IS 1.12.
5. BROOM FINISH CONCRETE FINISHES.
AT RAMP RUN BROOM FINISH PARALLEL WITH SLOPE
6. D'.' OF GRANULAR BASE UNDER ALL CONCRETE
CURB FLUSH WITH GUTTER� 1112
. v2 wd+.
SLOPES FROM DEPRESSED 9, - - - - - - - -
TO NORMAL HEIGHT - - - - - - - - - - - - - - - -
1.12 SLOPE - - - - - - - - - - - - - - - - - .
12' DF COMPACTED GRANULAR BASE
DEPRESSED ACCESS
DEPRESSED ACCESS SECTI❑N
SIDEWALK AND CURB/GUTTER
FOR ➢ETECTADLE
WARNING SURFACE,
SCORE MAIN RAMP
AND FLARED
SURFACES PARALLEL
SIDEWALK
TO SLOPES W/ V
DEEP TOOLED
RAISED 1/4'
ABOVE CURB.
JOINTS R 6' ox. IN
1/2'
DRIVEWAY
5'-0' --
1/2'
2'
CORNER TO
OF ACCESS CUT
RAISED 1/4'
ABOVE CURB.
FLUSH WITH
1/4' TOOLED RADIUS AS
PER SECTION 507.04.1
GUTTER
HAVE 1/4'
TOOLED
SIDEWALK TO SLOPE 1/4' PER FOOT TO CURB
CORNER TO
2'R
RADIUS.
1/4' TOOLED RADIUS AS
HAVE 1/4'
PER SECTION 507,04.1
TOOLED
5' RADIUS.
e
4 1/4'
3
d..
5'
1 3/4'
d
1'-0'
'
d
—
:<4
...
4Od '•.
— _ — — — — — — — — — —
3/4'
e
1 3/4'1
'
— — — — — — — — — —
14
.
3'R
12' OF CDMPACTED GRANULAR BASE
12' OF GRANULAR-
-6'
BORROW BENEATH
CURBNOT
SHOWN FOR
CLARITY.
DRIVEWAY CURB AND
GUTTER SECTI❑N
STANDARD
CURB AND
GUTTER
SECTI❑N
STANDARD SIDEWALK SECTI❑N
FOR DETECTABLE \\
WARNING SURFACE,
SCORE MAIN RAMP
AND FLARED
SURFACES PARALLEL
TO SLOPES 3'
JEEP TOOLED
JOINTS E 6'6' a.c. IN
CONCRETE.
CURB AT FRONT
OF ACCESS CUT
FLUSH WITH
GUTTER
1/2' PREFORMED _
EXPANSION JOINT
FOR DETECTABLE
WARNING SURFACE,
SCORE MAIN RAMP
AND FLARED
SURFACES PARALLEL
TO SLOPES W/ I'
DEEP TOOLED
JOINTS B 6' o.c. IN
CONCRETE.
BACKSIDE
DEPRESSED I'fl
5'-0'
N❑TES1
1. PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY
CONSTRUCTION AND AT MAXIMUM SPACING OF 50 FT FOR NEW
SIDEWALK CONSTRUCTION
Z SIDEWALK TOCI JOINTS MAXIMUM SPACING IS 5 FT
1 ALL CONCRETE SHALL BE CURED WITH A CURING COMPMMD
AS SPECIFIED IN THE STANDARD SPECIFICATIONS OR AS
DIRECTED BY THE ENGINEER.
4. MAXIMUM SLOPE AT DEPRESSED ACCESS IS 1.12.
5. BROOM FINISH CONCRETE FINISHES.
AT RAMP RUN BROOM FINISH PARALLEL WITH SLOPE
6. D'.' OF GRANULAR BASE UNDER ALL CONCRETE
CURB FLUSH WITH GUTTER� 1112
. v2 wd+.
SLOPES FROM DEPRESSED 9, - - - - - - - -
TO NORMAL HEIGHT - - - - - - - - - - - - - - - -
1.12 SLOPE - - - - - - - - - - - - - - - - - .
12' DF COMPACTED GRANULAR BASE
DEPRESSED ACCESS
DEPRESSED ACCESS SECTI❑N
SIDEWALK AND CURB/GUTTER
FOR ➢ETECTADLE
WARNING SURFACE,
SCORE MAIN RAMP
AND FLARED
SURFACES PARALLEL
TO SLOPES W/ V
DEEP TOOLED
JOINTS R 6' ox. IN
WE SLOPE
CONCRETE.
5'-0' --
OURH AT FRONT
OF ACCESS CUT
FLUSH WITH
iP-A•
GUTTER
DEPRESSED ACCESS WITH UTILITY STRIP