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49059'19:1 YY 29.54 p .5Tf
N 4986.2276
E 7977.3748
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PROPOSED LANDSCAPE-
AREA WITH RELOCATED
PALM TREE (SEE SHEET
LP 1,0 FOR DETAILS)
I
I
SOUTH DIXIE .HIGHWAY
STATE ROAD�W VRIESU.S.
HWY. 1
SCALE= IN FEET
0 10 20
N 00'0 0L
# - S49059'1 9' W 113.82'
5.22 - -- - EASEMENT OR SETBACK
--
-- R/W (TYP) — — — – = PROPERTY LINE/RIGHT OF WAY
- --- -- - ole R jW (TYP) PROPOS
T - - _ - -ED 8" STRAIGHT
PROPOSED PATIO RAILING CONCRETE CURB
(TYP) SEE ARCHITECTURAL PROPOSED PAVEMENT STRIPING
PLANS FOR DETAILS - -
EXISTING PATIO
(485 SQ -FT.) �� PROPERTY CORNER
-- EXISTING LIGHT POLE
-- - PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE SIDEWALK
PROPOSED LANDSCAPE AREA
EXISTING 8'
SIDEWALK
PROPOSED S' CONCRETE
SIDEWALK (TYP) (SEE DETAILS
THIS SHEET)
EXISTING LANDSCAPE
AREA
EXISTING SITE
LIGHTING (TYP) - --
PROPOSED 18" -
STRAIGHT CONCRETE
CURB (TYP)
N 4910.8795---1
E 8083.2728
N 485 99.2
E 808 3784
PROPOSED PAVEMENT
STRIPING (TYP)
,1633Q.FT.
PROPOSED 8' CONCRETE
SIDEWALK (TYP) (SEE DETAILS .
THIS SHEET) —\
EXISTING,
CONCRETE
SIDEWALK
V
PROPOSED (5) ---
-J
PARKING SPACES
(TYP)
EXISTING ASPHALT
1 PAVEMENT (TYP)
rs EXISTING PAVEMENT
STRIPING (TYP)
N 4997.7738
E 8104.9718
_,,o -PROPOSED ASPHALT
PAVEMENT (TYP)
N 4961.8024
E 81 36.4632
PROPOSED LANDSCAPE
AREA (SEE SHEET LP
1,0 FOR DETAILS)
EXISTING CONCRETE
CURB (TYP)
EXISTING PARKING
SPACES (TYP)
F
CA
Co
1
=EXISTING DUMPSTER
ENCLOSURE
1
1
-
—� �D�r
N5 �l�-
EXISTING FENCE-_ _ - _-
(TYP)
10' SEWER EASEMENT
OFFICIAL RECORDS BOOK
- 17807, PAGE 2868
f{
t
PAVEMENT —
DIMENSIONS
REFER TO
THIS POINT
EXISTING -
PAVEMENT
BRUSHED CONCRETE WALK
NOT TO SCALE
5' --
4" CONCRETE SLAB/BRUSH FINISH Wf6" X 6"
1.4w/1.4w W.W.M. ON 96% COMPACTED GRANULAR
FILL.
1/8n PER 1-1. (MIN.)
_ 1, /
A 4-
X A
' i' j L --
'- - _- -
., GA9
� '`voQ�
g,4�, ,
A
„ QF in - B E3Q 4� 6 'sf
e iii e e Q° 6 n
3 ”
_ - - - •, .�
` , THICKENED. EDGE WALK NOT
REQUIRED WHERE WALK ABUTS
of
STRUCTURE. PROVIDE A 1/ 2
NON—EXTRUDING EXPANSION JOINT
STABILIZED SUBGRADE AGAINST STRUCTURE AND EVERY 20'
AS SPECIFIED ALONG WALK.
TYPICAL PAVEMENT SECTION DETAIL
-
uuc1 " vuv L
a
CMN SLAL AKh-:
_t -Dv v 9
uuu u-
IGLAVAN FEHtR ARCHITECTS INC.
Ls_q
VARIES
4
1/891 8f' PER FTs (MIN.)
u H u u
1. ALL PARKING STALLS TO B Q E 9' WIDE BY 18' DEEP. u u 4
1
PAVEMENT MATERIAL
2. ALL CLASS "C" CONCRETE SIDEWALKS TO BE INSTALLED PER DETAILS, THIS 000
QUO
SHEET. 4G0.1 G i1G�. oCU
3. ALL CURBS TO BE 18" STRAIGHT CONCRETE CURB (PER EXISTING). -- y u O
t1u
11 Q
0 u
4. ALL DIMENSIONS ARE FROM FACE OF CURB UNLESS OTHER INDICATED, u u 4
°
u
� R A N 0 VA R L A C I-
. PROPOSED' PAVEMENT REPLACEMENT AS NEEDED FOR UTILITY INSTALLATION. u i 4 u u
u o Q
u o u o u u
6. P OPOsED PARKING LOT STALL MARKINGS SHALL MEET F,D,O.T. ITEM 971
FDOT 204 AGGREGATE EASE (STANDARD DUTY PAVEMENT)
COLUMBUS, OHIO 4,321 5
REQUIREMENTS. PARKING LOT STALL LINES SHALL BE SOLID WHITE STRIPES 4
18" STRAIGHT CONCRETE CURB
INCHES WIDE.
7. ALL EXISTING ASPHALT CONCRETE SURFACES, INCLUDING CURBING AND
0
SIDEWALK THAT CONTACT PROPOSED ASPHALT CONCRETE SURFACES, SHALL BE
0
F A X 6 1 4' 2 2 8' 3 3 3 7
CLEANED OF FOREIGN MATERIAL AND BE GIVEN AN APPLICATION OF BITUMINOUS
MATERIAL (APPROXIMATELY 0.25 GAL/S.Y.), ALL PROPOSED ASPHALT CONCRETE
PAVEMENT JOINTS SHALL BE SEALED WITH A JOINT SEALANT MATERIAL.
z
www . L A v A N
8. SEE SURVEY PLAN 0400 FOR ALL BENCH MARK REFERENCES
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U s A
PAVEMENT —
DIMENSIONS
REFER TO
THIS POINT
EXISTING -
PAVEMENT
BRUSHED CONCRETE WALK
NOT TO SCALE
5' --
4" CONCRETE SLAB/BRUSH FINISH Wf6" X 6"
1.4w/1.4w W.W.M. ON 96% COMPACTED GRANULAR
FILL.
1/8n PER 1-1. (MIN.)
_ 1, /
A 4-
X A
' i' j L --
'- - _- -
., GA9
� '`voQ�
g,4�, ,
A
„ QF in - B E3Q 4� 6 'sf
e iii e e Q° 6 n
3 ”
_ - - - •, .�
` , THICKENED. EDGE WALK NOT
REQUIRED WHERE WALK ABUTS
of
STRUCTURE. PROVIDE A 1/ 2
NON—EXTRUDING EXPANSION JOINT
STABILIZED SUBGRADE AGAINST STRUCTURE AND EVERY 20'
AS SPECIFIED ALONG WALK.
TYPICAL PAVEMENT SECTION DETAIL
NOT TO SCALE
VARIES
VARIES
I
1/891 8f' PER FTs (MIN.)
4
-
3 2 5 1
PAVEMENT MATERIAL
2.0"
FDOT 337 ASPHALT CONCRETE
-
(FRICTION COURSE)
2.O"
FDOT 336 ASPHALT CONCRETE
(RUBBER BINDER)
FDOT 300 BITUMINUOS PRIME COAT FOR BASE
-
COURSE 0 0.35 GAL../S.Y.
nA 6"
FDOT 204 AGGREGATE EASE (STANDARD DUTY PAVEMENT)
Ld
FDOT 230 SUEGRAUE PREPARATION
18" STRAIGHT CONCRETE CURB
CURB DETAIL
NOT TO SCALE
60 - 18" P.G.
CONCRETE CLASS
"C" (4,000 PSI)
ASPHALT
�' • . PARKING LOT
PAVEMENT
(PER EXISTING)
0.74 C.F. CONCRETE PER L.F.
PLANS PREPARED BY
yfi A
CIVILc ENVIRONMENTAL CONSULTANTS INC.
1
yin`; 41 rte x;4,.11 B4 '._l' t_
' REGISTERED ENGINEER
ATE
AFmNsAAr
tLto Intra
am , sum 1
Wurt
E aWWn. Ad.
PIt#*ur t�, PA _ II
(412) 429- 4 .�
COPYRIGHT 2001
THIS ORAWINa IS AN INSTRUMENT OF
SERVICEi AND AS SUCH REMAINS THE
PROP_ ERTY OF CHIPOTLE MEXICAN GRILL
INC„ , PERMISSION FDR USE OF THIS
DOCUMENT IS LIMITED AND 13AN BE
EXTENDED ONLY BY WRITTEN A13REEMENT
WITH CHIPOTLE MEXICAN GRILL INC..
1543 WAZEE STREET
DENVER, COLORADO 80303
PHONE: (3033 595-411300
FAX: (303) 595-4.014
INTERNET, WWW.9kiIROTLE.013M
tontaata:
SITE
DUMNSM
mIU
Drams:
C200
Date of Lart Print,
S M5-07
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Txmui Record -
03 -05-07
FIRE DERM SUBMITTAL
Ra ision :
Drawn:
DTW
Chocked:
JTU
Project No.
CMG302
tontaata:
SITE
DUMNSM
mIU
Drams:
C200
Date of Lart Print,
S M5-07
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