07-420-011SCALE IN FEET
0 10
8.40 S
SOUTH DIXIE HIGHWAY
STATE ROAD 5 U.S. H WY. 1
(f 1W VARIES) ,B,50
--- --- 8,32
--4HE +9,37
DHE_ - 411E OHE OHE -= t}IiE _ OHE +SHE - OHE 4HE 4�1� E - - - - OHE OHE - 4ME -
5,83 X3,13
g_05 9.70 9,82
9,1 - 9,34 - --
- 9,43 -
81
-9.54 -
9.7 -- -
t.2
/9.92 10.47 -
� 10.12
10.6 - - - -
--9.96 - 10,74
9.84 +10.85
`1 `1.23 10.92
0.7 4
v
- -- -- FX
1 4 - 0,72 -().77 10.91 x.74
jf
f I _ -,
f ,
+9.81
I
0,77
- x.96
- 10.74
9.93 - -
5 �
2
I
04
- 9,84
I
EXISTING CATCH
BASIN T.C.=9.32
`-PROPOSED INLET
PROTECTION (SEE
DETAIL THIS SHEET)
D I 9.80
10.53
EXISTING SANITARY-
SEWER
ANITARYSEWER CLEANOUT
T.C,=11.08
o
9.75 10,02 ks)
+ 9,96
PROPOSED INLET
PROTECTION (SEE
DETAIL THIS SHED')
h 9.
3
+
X1.08 EXISTING CATCH
' BASIN T,C.=9.40
�o.02
43
s�
C
i%_
10.03
10.31
' It 10.34
9
Q
x�
7
- 0.46
- 10.73
cn
0
e
+9.611
10.71
10,64
10.25
9,27
(,.63
0HE -= OH€ - OHE __ OHE
9.93
10.33
10.3
10.33
10.03
10.40
10.35
10.37
10.20 10.43
'10.20
10.32
12.31 10.41
10.4
PROPOSED
i10°0 LANDSCAPE AR-
i 10.34
10.10
FFE=l 0,
- 10.71
PROPOSED 5' CONCRETE --
SIDEWALK (TYP)
EXISTING ELECTRIC METER. CONTRACTOR
TO COORDINATE WITH FLORIDA POWER
AND LIGHT. PROVIDE NEW 600A
DISCONNECT AND PANEL BOARDS. SEE
ELECTRICAL SITE PIAN FOR DETAILS 9.1
PROPOSED GAS METER
LOCATION SEE PLUMBING
SITE PLAN FOR DETAILS
MEET EX0.50
0.46` - - - MEET EX -
10.� GV
0
EXISTING GREASE
TRAP MANHOLE
T.C.=10.31
+10.30
1c
1
0.45
10
10.00 PROPOSED INTI
PROTECTION (SEE 10,31
DETAIL THIS SHEET)
EXISTING CATCH
BASIN T_C.zC9.BB
(SEE NOTE 12
.' 7 -
10.03 10,30
10.30
0.14
10.09
PROPOSED INLET
PROTECTION (SEE
DETAIL THIS SHEET)
10.21
0.01 EXISTING CATCH
BASIN T.C.-9.88
(SEE NOTEi 01
0.44
10.46
10.5 10
10,42
10.
10,30
40
_ �0,37
00
s(j�1-
f�
11.17 _
10. ��' 01.01 0•'
10� 3.43
+ 1
0.60 JO.46- - 10.20 - 10.70
10.30 - .41
10.46 10.3
-EXISTING GREASE
TRAP MANHOLE PROPOSED ASPHALT
T`C'B PAVEMENT (TYP) +10.31 {
EXISTING GREASE INTERCEPTOR, PLUMBING CONTRACTOR TO FIELD VERIFY
SIZE AND CONDITION TO TENANT CONSTRUCTION MANAGER, IF SIZE AND
CONDITION IS ACCEPTABLE THE EXISTING GREASE INTERCEPTOR IS TO
REMAIN. IF NOT ACCEPTABLE, REMOVE AND REPLACE WITH NEW 1200
GALLON GREASE INTERCEPTOR. CONTRA,CTOR TO C ORDINGATE INSALLATION 10.42
0.44PRIOR T- WORK 10,47 1
10.47 - 10.40 10= 10.0
0 - 03
'
10.67 10.00 I
4 �,38
10.79 i-+
10.00
10,
10.95
_- - 0.7
14 3 9.79
- o 73
1 10. 4
,70
- - FLAT' FOLDS OVER
TO ENCLOSE GRATE
GRATE A A VELCRO
1 CLOSURE
LIFTING STRAPS
ALLOW EASY
MOVEMENT OF
UNIT WITH GRATE
DANDY BAG
INSTALLAIQ STAND GRATE ON END.
PLACE DANDY BAG. OVER GRATE.
ROLL GRATE OVER SO THAT OPEN END IS UP. DULL. UP SLACK. TUCK FLAP
IN. PRESS VELCRO STRIPS TOGETHER. RE SURE ENO OF GRATE IS -
COMPLETELY COVERED BY FLAP OR DANDY BAG WILL NOT WORK PROPERLY.
HOLDING HANDLES, CAREFULLY PLACE DANDY RAC WITH GRATE INSERTED
INTO CATCH DAMN FRAME.
MAIWITH A STIFF BRISTLE GROOM OR SQUARE POINT SHOVEL
REMOVE SILT AND OTHER DEBRIS OFF SURFACE AFTER EACH EVENT, REMOVE
FINE MATERIAL FROM INSIDEENVELOPE AS NEEDED.
INLET PR TE Ti N DANDY EAG DETAIL
- NOT TO SCALE
Al FOUR ON-SITE EXISTING CATCH BASIN STRUCTURES
LEGEND
- - - - - - - - - EASEMENT OR SETBACK
-- - -- PROPERTY LINE RIGHT OF WAY
PROPOSED 6" EXTRUDED
CONCRETE CURB.
_ PROPOSED PAVEMENT STRIPING
PROPERTY CORNER
PROPOSED ELEVATION (ELEVATIONS SHOWN AT
x 08.35 CURB LOCATIONS ARE BOTTOM OF CURB)
MEET EXISTING PAVEMENT GRADES AT END OF
PROPOSED PARKING STALLS AND AT PROPOSED
PAVEMENT AREA INCLUDING ALONG PROPOSED
CURBING
x 08.35 EXISTING ELEVATION
(PER FIELD SURVEY)
DRAINAGE FLOW DIRECTION
s - EXISTING CONTOURS
EXISTING CATCH BASIN
LMJ
PROPOSED INLET PROTECTION
PROPOSED 4" CONCRETE SIDEWALK
•.4 j.3
- PROPOSED ASPHALT CONCRETE
- PAVEMENT
PROPOSED 2" ASPHALT CONCRETE
OVERLAY
DER)
- ICES
OFFICE of PLAN P
DRAINAGE R.VIEW
T1n1i ls, to CO-fifY 01M OIL'
il�'pl'. ,. bl 84 .'1 . t_a '.t ' �. t +� ctet,l i_6f3ta. 1Y Ii ;
,
Ws
I pK y
�ie11v}i`s!}eet
�e e -
_
IL4NS PREPARED BY:
& ENVIRONMENTAL CONSULTANTS INC,
,tl 411;4
ca---
` ' r EGISTERED ENGINEER
/r(pp(er�// AA _ :.'V.En•t ' I i4�si
U UU[tv4 JCr {}
a } St
4 - -
O"6 N S L�°F;' w :
GLAVAN FEHtR ARCHITECTS INC.
-u
_ C G
4 G -
c
M, I IRAN OVA PLACE
U Q t_n . rf r1 .
COLUMBUS, OHIO 43215
T E L 6 1 4. 2 2 5. 3 4 Q Q
FAX 614.225.3,337
W W W. G L A V A N C 0 M
U S A
Il,�l
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COPYRIGHT 2001
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SERVICEi AND AS SUCH. REMAINS THE
PROPERTY OF CHIPOTLE MEXICAN BRILL
INC.. PERMISSION FOR USE OF THIS
DOC MENT IS LIMITED AND CAN BE
EXTENDED ONLY BY WRITTEN AGREEMENT
WITH CHIPOTLE MEXICAN GRILL IN[ -3-,
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INTERNET, WWW.3HIP9TLE.D9M
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