6.2 ---fir
\,4
FAk
Item# 6.2.
y of MEMORANDUM
TO: Planning Commission
FROM: Steve Ach, City Planner
DATE: September 30, 1997
SUBJECT: Request for Conditional Use Permit
by Quest 2000, dba Culver's, Public
Hearing Case No. CU 97-22
Issue
Culver's Restaurant is requesting a conditional use permit and site plan
review to construct a Class II restaurant in Hillside Crossing Two Planned
Unit Development.
Location
• Evans Street and the 195th Avenue alignment (immediately south of
Menards).
Zoning/Land Use
PUD (Planned Unit Development) / HB (Highway Business)
Attachments
• Memo from City Engineer dated September _, 1997
• location map
• Proposed development plans
• Hillside Crossing Two concept plan
Overview
Culver's Restaurant is proposing to construct a 3,500 sq. ft. Class II
restaurant. The proposed restaurant would be located in the northwest
corner of Outlot A in Hillside Crossing Two. The property is currently being
replatted into two commercial lots and will be presented to the City Council
IIIin October. The proposed restaurant will include a 98 person seating area
•
13065 Orono Parkway • P.O. Box 490 • Elk River, MN 55330 • TDD & Phone: (612) 441-7420 • Fax: (612) 441-7425
Memo to Planning Commission/CU 97-22
September 30, 1997
Page 2
II
along with a drive-through window, as well as an outdoor patio area.
Culver's Restaurant specializes in butter burgers and smooth frozen custard.
Site Plan Review
As with all of the developments in the commercial planned unit
developments, a conditional use permit and site plan review is required for
each project. The following are a list of comments staff has regarding the
proposed Culver's Restaurant:
Parking and Circulation
1. According to the City's parking ordinance, Culver's is required to have
30 parking stalls. The proposed plans submitted include a parking
area much larger than required by City ordinance. The Culver's
property will include approximately 45 parking stalls. Therefore,
according to the ordinance their parking requirements will be satisfied.
2. City ordinance requires a stacking distance from the menu board of
five vehicles. Based on the proposed site plan, a stacking distance of 3
vehicles can occur before vehicles begin blocking one of the entrance
drives. Therefore, staff is recommending the drive-through lane be
III
redesigned and extended to accommodate the stacking of five vehicles
from the menu board without obstructing incoming traffic.
3. If the entire parking lot is not be built at this time, a bituminous curb
shall be provided along the southern border of the parking lot to
control drainage and prevent further erosion.
4. Staff raised some concern with having the parking stalls serving the
Culver's Restaurant within the same drive aisle that will serve the
future building (30,000-40,000 sq. ft.) on the same property. This has
been discussed with Culver's and the developer and they believe there
would be no problem with traffic circulation under the proposed
design. This drive aisle could receive a lot of traffic depending upon
the type of business. Ideally, if Culvers had a landscaped area
separating their site from the balance of the site, the traffic circulation
could be controlled better.
Landscaping
1. All of the proposed landscaping is located on the northern portion of
the site. Staff would recommend moving some of the landscaping
III
\\elkriver\sys\shrdoc\planning\pc\cu97-22.doc
Memo to Planning Commission/CU 97-22
September 30, 1997
Page 3
• around to include plantings at the proposed entrance off of Evans, as
well as the curbed islands immediately as you enter the parking lot.
2. All landscaped areas will need to be irrigated with underground
irrigation.
3. All disturbed areas will have to be sodded.
Drainage and Utilities
1. Please refer to Terry Maurer's letter for information on these two
issues.
Signage
1. As set forth in the Hillside Crossing Two Planned Unit Development
Agreement, a monument style sign is required. Culver's has provided
a detail of a monument style sign that would fit within the guidelines
of the Hillside Crossing Two sign requirements. This is a monument
style sign they have used in other facilities.
2. It appears as though the proposed sign is located on a 6 foot high earth
•
berm. As with other applications, this sign should not be artificially
elevated by placing it on a bermed area.
Pedestrian Circulation
1. Staff has recommended on other projects to connect these commercial
facilities to the pedestrian systems that are being constructed along
the frontage roads. Therefore, it is recommended a sidewalk be
continued from the restaurant out to Evans Street to encourage the
pedestrian use of the sidewalk.
Hillside Crossing Two Concept Plan
Attached is a copy of the Hillside Crossing Two concept plan that was
approved by the Planning Commission and City Council. Superimposed on
that concept plan is the Culver's Restaurant, as it will help the Planning
Commission visualize how this restaurant will be developed on the subject
site. The developer has indicated that the future building that is located on
the eastern portion of the property will probably shift about 85 feet to the
east and the parking lot will be expanded further to the south. Ideally, it
would be helpful if a revised concept plan was submitted illustrating the
• second entrance drive to the site off of Evans Street and the new building
\\elkriver\sys\shrdoc\planning\pc\cu97-22.doc
Memo to Planning Commission/CU 97-22
September 30, 1997
Page 4
Ill location. Without such a plan, we were able to just make some assumptions
on how the overall traffic circulation in and out of the site will complement
the traffic generated by the proposed Culver's Restaurant.
Recommendation
It is recommended the Planning Commission recommend approval of the
conditional use permit for Culver's to construct a Class II restaurant in the
Hillside Crossing Two Planned Unit Development, with the following
conditions:
1. ALL OF THE COMMENTS OUTLINED IN TERRY MAURER'S MEMO BE INCORPORATED
INTO THE REVISED SITE PLANS.
2. THE SITE PLAN BE REVISED TO EXTEND THE DRIVE UP LANE TO ACCOMMODATE THE
STACKING OF 5 VEHICLES WITHOUT OBSTRUCTING TRAFFIC ENTERING THE SITE.
3. THE MONUMENT STYLE SIGN SHOULD NOT BE PLACED ON AN ELEVATED BERM.
4. LANDSCAPING BE PROVIDED AT THE ENTRANCE OFF EVANS AS WELL AS THE TRAFFIC
CONTROL INSLAND NEAREST THE ENTRANCE DRIVE.
5. A FIVE FOOT WIDE SIDEWALK BE PROVIDED FROM EVANS STREET TO THE SIDEWALK IN
FRONT OF THE RESTAURANT.
III6. THE TRASH ENCLOSURE BE CONSTRUCTED OF A MASONRY MATERIAL TO MATCH THE
BUILDING.
III
\\elkriver\sys\shrdoc\planning\pc\cu97-22.doc
Illr; .;04
= - Howarc R, Green Company
ratu:6�ltir EY1II,1'EBBS
CONSULTING ENGINEERS =olnleriyMSA
September 25, 1997
:onsulfing Engineer=
File: 801430J-0240
Mr. Steve Ach
City of Elk River
13065 Orono Parkway
P.O. Box 490
Elk River, Mn 55330-0490
RE: CULVER'S PROPOSED RESTAURANT FACILITY
Dear Mr. Ach:
As requested, we have reviewed the submittal prepared for the proposed Culver's Restaurant.
The restaurant is proposed to be located in Outlot A of Hillside Crossing Two. As you are
aware, this outlot is being proposed to be replatted as Hillside Crossing Five. Based on our
review, comments received at the staff review meeting, and meeting with the Developer of the
Hillside Crossing area, we would offer the following comments:
• 1. The information submitted was prepared by Landform Engineering Company and c::insisted
of a set of plans containing an Existing Conditions Plan, Preliminary Site Plan, Preliminary
Grading Plan, Preliminary Utility Plan, Floor Plan, and building elevations. They also
submitted a drainage calculation for the site. In our meeting with Mr. Rick Foster,
Developer of the Hillside Crossing area, he indicated that it is not his intent to construct the
entire parking area shown on the Landforrn Engineering Company plans. He indicted that
he intends to construct the access off of Evans Street and everything lying north of that
line. The remaining part of the parking lot would be constructed in the future when
additional development occurs in this area.
2. The Drainage Plan submitted will work fine with the revised construction which Mr, Foster
has indicated will take place. If the entire area were to be built according to the Landform
plan, we feel that there is too much drainage sheeting across the entire parking area. As
Mr. Foster has indicated the phase construction, they will be able to sheet drain a portion of
the parking lot to the south and will then need some type of rock swale leading to the
existing catch basin on the site. In the future, when further development occurs,
strategically placed catchbasins will be required to pick up the drainage.
3. We have the following comments on the Preliminary Site Plan:
• The access off of Evans Street is shown as 24 feet wide. Perhaps this could be:
widened slightly to 30 feet to provide additional room for vehicles to pass.
• The parking stalls shown adjacent to the building site are 19 feet in depth_ According to
• City ordinance, these could be 18 feet because of the allowable overhang at the curb
side. However, the parking shown away from the building site needs to be expanded
from 38 feet for back-to-back parking to 40 feet, because there is no allowable
overhang.
n.gbDnn4111d'laiuln7cn2 >.-A..�
VO/Eerd Z2:60 LEST-9Z—d3S
,.. . .
•W ,ilia' 911.; WILiii
B
i 44%.1
•-,:..4,,,iiefr 44-011 - . .. ..- ' I .-1111111PIRmli ; Malt • • tin
,,,:i.,..,1
IPI
iligaa,,
t'ip‘ - jar. "zt
III! . !PP...11.11.1 66411 fia. 04'
/7 .71‘411'
et 4ih/4llki "rfAIIIIIIIr MS:4.1.'11-11.46.41111116111...MIBLIIIIA1111111.111111111 :1161"1144--'alliirst. .'
i.,
it-
: - 481/1414/14744/61. p 11 .4iim.7;:= Ilervilul: — ..' ' ,_11kr '':Vi4
i AI 111441, . .. .i.e.._, man ..• Ann .- -,,,:
t•'ma• 4 ..: .. lain. ,7•,,,Th&s.
,P /11.n;;..•4 ;a MOM .,-=,—. ,$'--%.,
I'r
ANairftlikami.......: ' 1.' • 431/Tiiimx,ap 4 Ilim. RUM ' ''..' '';•:•Ii,
/ AiwAsi arliiimmas.
•...,.. Nisi aus
• nova.,. _ . ... stai im...„,„,...
ilrfillialltar MATIIIIIIVEV-1;781 . 1:1111W. , .11,17-eirtorw,10:1 Wall 11".
MS
i
INIIIIINN 0
- memr•o04, 0.71Namm‘ - 1 i get.. ace AP-. 41111.1 Afrilir011reintil 4.• e*L 'trA ' 04,:iel-t ' RI.
is- -go AIL -__., .•• ., • 0, „.. .....,fooP alio .14 lie
it GS lt .V.kirtolioll 30001111k . • 01/11111:1;12 BO tlic '
1 saf
SiVAbigiAL tte'. 111=3.9=g I% 1110024110.442 ' ' plan
:i ...ms (Or Ilk Inktogowil . ,.,,, VICIPILIFfitr• .L,CO
2...--..
,•i,, . lir A. 414. .,.,,E,„„.th 3.--nr:...'"or
: III - pLASK:1417014
=, • ' 0,Tion1 Wir--- eak VS'QM 1114v, Co cATION
.....:... 4hinimak.la wall Illa MP. r,7 te
_.... pi ..
DR-V"IN a..4). NW.'zz_t 41111Thitilitfimb J R wip -:
;II R3 1W irggii'. i -•*....erpluz E. kvzi_v. ik.ventirir. _--- -
111111.,4 0111""lif 11; . .11 la ow, at...$.7.• t GAMES 4. IP'
V, 40...4.IV "..161%it. i, acqwwee 7UMI
DC 0 rinfiairr ".'a
0 tOIty ,
- 10 •
Ric ';4___#,;•... .4Wit. 01 LE*lit itettopmmuipAlliir I Al
67,.1db 2:::___:__ ..-.•, mum ck...lia Pegg'AIIMMINIET..t mia
-----
It '''."Wiz li lita7palvirial
/111"._A, (7
'- E :...1611"11111111 f`mk .. 4
•
.,,,' imam ill, ,
. sonserviirm F.u4-WTis 1 ma ,, sts7 Fterdavivia
7 NM dia mid: _ff-,.tz,::4Eevlslu..;.:: W.1110 :"..Eialial
- z.... . :771112k:PliNtiw ..R/ITR 9' vareolimpi,
„, ...„0„.: ....., y
(--- --
11 Tr -ie: irr,0 .
•• .. .•:-
01 RE lerfsiTionii- ..10',,,t pb,....z. 19' '41111rv,Az IV Allko.""e 1-1
- :=,--7 7"-•-4: .
'-----,--, IIP• ri ......=Termos_shypANKfigi 1.,,li In-:idvi urAvil
i 11111- ------4-\'•.
01111.2ak ACM
fur Mks.. '4..: ti ew . i.,,.- Ammmo Ric
1 iillIF HIM /.6.:' . . . "7-1111011i,t 'V"' is.:. • ' li ' %%T.
-..tr ill. imi ,. ,., ,_ ....,- . ,,,,,j,
'e• ,.'•i -of.unemrn .2 .. . v.,Va. ' Illk_. . "ai 1.1.11
.---- um I ,--,
,_.
N
\i. ZONING
City of iv . MAP
TElk River
13065 Orono Parkway •P.O. Box 490 CASE: CU 9 7-22
Elk River, MN 55330
1
• Culver' s Elk River
Number I Sign Oval Sign
Mayor A
1/2
xis X
,
9'-0" i 1/2 Minor Axis X
__ gr,p�r ---- —
Pi {3.1416)=
25.13 Square Feet
-ti- ttateidYt
;�' - �--.. Changeable
,,, 9' X 2'-5"
1 ' 22.5 Square Feet
Q
7 .
Total Square Feet:
FROZEN CUSTARD 47.63 Per Side
�'
BUTTERBURCERS,
,,4°,11%,
o ii
a.
S CHANGEABLER� S• — TV�� � -
.. _
LET?ERS
AND NUMBERS-- ----- . _.) �� r
— ti
C�
_ .. }, -_ i
GGG
i 'at.
;
dN4
ilit J''':=''?'P a� `Fri "�.i ;rlir.,.',..-.,-,,,
is��.fi y. a� - .. --
- -_. . r . ' ' • : „
::;04'14;'.; �c'.ct4t�� a.••,c ` rsY 'fr � - � SIgn 1Scale 1/2'-1
r
Brickwork and Landscaping By11.2.4;:r.:e14•• 5r, I S .r Awning..hie.
Others wow Robb Pd N Industr,s{ 'ork
RICHLAND CENTER,V.1.535.51
608/647.2628 fax 608/647.2020
1-800-WI-SIGNS
R to un-!amus K.4'58 tra}dr,aw;ng w'tlho`tt thQ wtioon
parmIselon of„pm rireE•160 eIgr,s erna Aw.nr,C7.Inc
This is double face, lighted, Ballasts guaranteed 2 years. Balance of sign and components except letters,are guaranteed 1 year, lamps
• which are guaranteed 90 days though they have a nominal 12,000 hour life. All exterior and interior metals are .563 and ,050 aluminum,
acid etched primed and painted with industrial quarter catalyzed urethanes. There is a 6'"ID 1/4"°wall pipe that runs from concrete
footing on up through both signs and la anchored to the top of the Oval as well as the rest of the signs.
Faces are of Cooley-Brite flexible material, 10.2 amp draw 110 VAC UL listed.
RI
U.S. -HIGHWAY__ —NO.--- 169 — _ -_- ---
______—_____=—_______—____� NORTH BOUND LANE) — :� _�• :' w --- r
NI
I 1
1,
NW. - - - _ 11 ^I
I -
E•, :t1.. :•t_. EVANS S - - - -STREET - - - - - _ °UT 1{ i I I t'`' I
1111111iIIlil111IIIIU UTTn- �\ ` t�, BM-
f' ; + e
> _ .t1 LI
— 1. — _ -
—
�e z e_ S- z S.l ! PaavosEo axi •
1,c-1 '-.,i.ili '',.f,....4:-, .;..0::::'";:\:-:"._1_,:::::1‘,.,)
1 11-__.__....-r:IL::,::;::----;_.._____._ _ ,��'f" r " )
..... :i:1;.....
D
I
.. =._;,...;:i. a'' L:r_ ----
•1 , a \ 7::.,.... .2....
� 4-�\ .
PROPOSED BUlONO _•Tit,
:..T]•1iT -
ti
Iii
a.
I :�11It I r • r . ?;
3: - gla t:
I •
(OT
I IC1 1 le
)r.'^.E 't E::i.. POND 1 - I
I It Iis1 I I •
•
I •1 I i Ienf I '' I ,
I bvant IXIA itIle,N,f,t1�mi.:, I I
yp14 4lt V •• N O lig 5g 61 4N 1 :. 1
O� <171 big LL Z - 1 I n I
MI ♦A10 rut I q•1f
(WRMI 41 •Myl N4»f • ___-:NA...._
_ _110_— — NLL$DE CROS
--, _...- --- ii 1 Ifo»f M Yn�Jy.._ .a•R a�• :•a a RVEV C01FMtY.INC. ELK RIVER. SNG
_` E SOTA
lulus[ _ w.nf • L» SI•EEI tLtm v-_._- t+f•ItI r'�••f.n ._._. ...,.. .. lOD sua 6NG CO.
y'•t ,4440 - -1 v r S RIVERSUE DEVELOP
MAY - n-1'.f_ -._. r•\�?� µl:i'i'I.'L'w TA ::'L�'�
*Alit -- • M SMUT I,N(.Iw
U.S. I•• •t oaoo n.i r-- yn0 yam o.vou1 „f'-`,�5::•i •••'•••• piE RAN(AlL pLASES)
CA*2-4g2111-.:- 11111111111.111111110 -7."--
p 101 00 00 110 W ••••—
gffl
\.— M LLWttf Iqt N•fLKL •
• _.__
F--
1
O 0
0
; /* 1
I ,, 1 iJ 1 1 f 1 •4J'6fo1 + Ici I ' HI
(A.
D k 1 , 11 I I HITHei 4 4vds1 1 1 1 1 , _____,
al I
. , 0
W .? \it c',
• ''
gilt //�V/ o ,) 9. - v '1J 6 0 S39VdS 8l
�
/� o 'l� 6 0 3OVdS in
,..)
V / U
' ~
w
I Fr
Q r ,; 10
a r r
o 0� '136 S33VdS6l
V
0 z r 13 6 S3:)VdS 91 I < a`."H) ..
CL
-
4D
---)
rt '13 6 0 S33V. 2
M v .-Y�- L 6 S3,lVdS / 0/H 0/H 0/H 0/H
N ) '135'£l •
l dYOIONVH 8
I ) °.�,-'i- e S33 ds Zl 0/H10/14 0/14I0/Hr
zs ' v 1 6 • MOVdS 91,, I f 1
,.
.:
r 4.-
, 1
1o) r
--
0c 0- 6Z '13 6 I S3OVdS el
v1 Of
0 v 'lS3OVdS 8l v
i
//
Y
-LI
W a I I I ] i� 4 30dds 4 I I I 1 1 �
I 'S I .
-1v� s1
zt `� . r
. Y�
• I1 \' I
� .1� N
I p0.
ql
/j1t1HiIllI - IIIIH (
II !. Ir
�a -
'` I I wI (., / I I}J
o vJ v1-•••1 ../(
QOVA vl./ /._
PCI I /
LIIIkjir3 ,,1:Is61. 1 fa ,
o I
a Q
/
1 I '
I /
I /
' n '
I
I 7 ,
t I o /
oc I /
I Cl_ /
--ao- _ I /
e, 1 I /
Z • -� I I /
o /
D 3'
_Iv
L `, I //
CO ( I /
I /
C I /
0 I /
O . '
a. � _ —i
O
a_ I
•
.l46rS3'J'VCIS L
L
ti�-
a
in rn
oc x 0
I
vI
'
I /
I / 1 .
I
----- ------ ------. • T
I---- , -, 11
1 _
0
0
I / I I liW _I � h ' t l � i
In 1111 II � / fi_1I F ► H I 1 I 1
IJ01
•f0'OtZ � M/4c2N2NAO eilViWID�kN
•
C0 I pl "�
KJ5
JI.OI,
%t�tsdwna
Nwi
I o W! •3pHo �•-BI E_
yet /iinnui■m n.iii.
♦ ..a
/Ail W.96-S S•I3A1f1O /
I— . N. BNINIf i, •
■A►
W 91/ iz ■ .1 ,� Nom,,,° 1. AIB .L-.11-
W
II
'g •
sr mummo�■MIL i■■ illi� i■■■■ie T
.._ I aG 9 s IFT of - .
Ig G
C- C-
I tiZ ei.11,
II �j
9eP a., 10
.?4,0u. 7.,ot./61Td„ I i ,z I T 0
aroa
I 1 �� gam,K Ill'al351
M i/d NM%01 SS —�
al 1.0Gd9 xrpaON
>a •13 6 0 30V. 8
Io v O°� L 6 830VtfS / 3/H o/H 0/H 0/HI
Alkn + •13 S•£l
dVDICINVH 8
'►r-Jl. Q S30YdS Zl 3/H 3/H 3/H 3/H^
I .
zs 1 1 6 • S30VdS I1 1 I I
oz. —11, •14 6 b S3VdS 91 ^
o + or
v 13 4 S30VdS Sl v
iI Nu) _,,, __
W _ 1 uEi 4 30`4s s 1 1
I
I
—1 '.2CA oQ I
. UII , a�• I I
== P1 ! IIIIl Il IllNlf �,I
- -/ 0- 1,-1
p F— u,I - / 1 1} J
r 1 1,4 1 i ! I I i I ! n ('-
0
`d3Nd Ot V1. v1`// / .
F-+) - ,
/1
is
f1 4T13V' Sit ; i I
_ _
gI '
I
P
1 /
I
I , ,
1 I /
-- \II
I
n //
I
L. I 7 ,
IO /
0 •
' /
n
U
I/
-s /
_ 1
z0 I I ,
1 IJ is �o --
i /
1 43 Y4iS L " I //
Q'] I I /
I /
o � 1 /
W /
0 I /
0 /
f2 - -'
0
fx
C:1_ I
�'v'dS1L
) I
Of CO o I
I
v I
/ / i
1
/ /
`e i
'
/ / I �
/ N./ � V
1 I l
HJH1 I - - - - --
`-, - 1
L ( � I L I 11 t N
•
L .JI _
.‘...7%\\
-i , ,
I
In
FU
TRASH AND -
CURB ANC)
�I REENc"i0vv LING MEET AND 485.00'
MATCH EXIS1TJG
.--- _ - :• ' CUTTER.(TYP)
0 , NZ , I.
-
E yr_
{ -( •i,
2r
i
® .�I - - --I ----
.���
MENU BOARD • 1
1 , ..• 7-7.---. -- ,„,
,_ ,
I;., Is ?o- R3'
_-• 3 1(TMP) till
� r O
oi
?0 49' 19• ?4' 38' _
JNE1UUILING—
3,500 54. Ft. Ns
FEE 972.00 —a O 4 Ir
i
--- ! (SEE ARCH.) 1111k ,
b-
lit
RALNC Otr
NI
CD .1-. /
1 inN Imo) I O 'pro b.
tr
N p �II�� �`
�III
II�I
1
•
11111.11111111111111 )
' 13 13
MH, I4 i `11� l�wir v,
11V. 970.03(97O.OJ( J (TYP) 411' :I'll.
S' 6. �
INV^962.16( 1) 4�.,#)
\ 4 OA 1 I I •'''- —0--')
RIO' pp' f' 51CNACE
'DO NOT ENTER.
N
R3'
I 22 TYP ^�
uz
PYLON SIGN Q5
d R
U i L! J• b b
1.)::3°-
''a ,
1 Ravi -
. .
ill _ .
.... .
hP46 PEDESTRIAN
6
PURE DEVELOPMENT S" UTILITY
SERVICES I
N 87'56'06" W
12" D.I.P. WATERMAIN
8" SANITARY SEWER O
P.
FORMATION h
4CNAGE
(71--
74' L 3d' L 24' L 33 4 ?4 33. 41
I 3-14- trZt 131-
l- /
(TYP) 3
/TYP)
■
■
15 0 17 17 0 0
-
4
, 0-a 4,0
TYP TYP\Isic.......___.r._.)
-
RIO RIO' .---J)
TYP TYP
Mh 17 h
'•ORMATION INV 957..tE!
?IAa
17c4::
Py.
O
K...,411 f l,, r 4
24 /
MEET APV
CONCRETE /
-
RIVECONCRETE
APRON MATCHExISTNG --- (r/, 1/
PER CITY CURB Ail) _ _ -- ()61
5TANOAR)5. GUTTER. (TIP)
I I
`Il I I I
--4 , ' FU' URE DE\ ELO
J I+ I
J
f ++ 1 1
• . _ ,.._ ' r 4 [
I i J I
- J JI I X0�0 172.1 70.45
O I _
I
71.8 972
I rf J I _s `s"ma. -- - - - y .- .. .. 1 _ 72) 70.6
•
g,
l
1, .: .., 0 PEDESTRIAN RAMP 4\ '-- - __ .._._-. - - - - -- -
+ � 70.2- - 701
f //
.I ;71.::-'-')
\ 7L3 1.0 co/3"----------------H I ' T °
IIJ \ / I.T
---.- __
I \ j NEW BUILDING -.- l``
J - - ---- -
i715 3,500 Sq. Ft. ._ X71.4
t 7L141
FFE 972.00 v`,
2.0%., ;1
I I 0 \I\Y7L4
IW x
J \ �7L8 HANDICAP CCCSSBLE RAMP /-
I I� I U 2.0X
I I I I I \ m 7L4 ........
in .
O II i ~
J I� ;� �
i *,
I 7 I - -
I I 1 i L ---1 --r i7L\
1 � �
I '
In \ 71. 37'.0
I !o\ AND CURB 1
I ( )CUTTER X12 CURB ER
I I 7 .----- ‘.._._ .
.63\h` 1 -..
`u, , I \ 71.91 7L91 \ 69.6 69.56 �..-
. 1 I I - 111
-- . ,\ 7L62 \ r ,r) 69.9 I
/ 1 71.66 4 70.6 70.2 c
:,..� ` 7L� � 69.6 \---
7Q.45 �;4. 66.6
9)` 1 110 F
c
1,� f
a
\ l` � .\„. ' ,
^69.8
_� 472
A EROSION �\
C3.1 CONTROL
V l'
I I CHECK BALES
(TYP) ALL 71.36
-� !LETS " 1 w i
69.% L 69.8
974 i
69.5��
•
4111111111.7
♦. \ RETE 4d
l.bfI3
7136 CONCAPRON 6'
INV. 971.91
-
9 ' 0 7 A T A INT0
\ \ ` \
3" In ` `
PKJEN], c;L RVl[ES �
N ,
------- �--I-' --------- -- -� ---' --- ---� r--- ',' -~
~^^ � ~~'^'`~�" | � �____ | - -T- | ` \
/ | ��- ( \ `
| � ` �
0 | / )
^wnxnY SEWER �� \ \ '
DRIVE moecuNSmIX`E-1) v,K~mrER.5 /
/
/
�^� ��_- 7o^ _- .--' _ 70.3 'no ---)- 70.1. _ ~ --. ,� ' n( ,
70.1
7
> ! ''
�_
/ -- -- -- -- - -- i| - ill-
m+
- .
- ' -
] l ' /
/
r
_ '� // / / // / /
Y / / / / /
' i /
,.......______ .0,,
, ,
7 .•
_____
I, . i
1 gi .
III II
0,68
(_--Tt->-----1
___ il: . !
68...3\ ,,, 67.8 L 67.1
, .. 0----L-e t 7 ,--- , ,
INV. 957.48
2%
i JP , Op
2_ _ , _./....,_____-) .........../.1. .no,.
ION
��n^ on�°x�, xo^�., . ` 6�
— �( ���
(~—� y U l II 1I-1T-1Fri —� —r �r II `— Y / y
` `
•
/
���--- —
/ :LO , ! s } / �// `
• . ---
Y
.4W^
.k
• .. • . N* .
\,• . iii* 1 • eilliP - .-a .
_. - i�. • it . • Vi
NEW BUILDING
I�
FM xxx.xx �/
(5) co-.Ac .44401. cnAdataa y /
``
O CK dna s scarce—----- �� �� , III+ » ,dort16.116. NI
16!
/,iIt)' 1 ,.. al 10 -- ,
...-41
i �' j •e
.i-"71.... ,%
, ‘, IL,4:4...160.0110,014. . •
0 4-- •N
\ . koiti.•••Imularg,:rii . .•
-.**11111111111110
-4 III
</_. %.,,.. \ s* _ III 4
•
(PI F / (- MrSA.ipC (ARy .: •' ?..
(J 4o..)1W roc comAN C .
•
lY) Cta•SicF.✓aDA: PRAS fl ...... _..... .-- ._. ._. _.... __.�.. _.._T__--
•
• ._._ . . . ._ ... ,
947 _
7 41 ,2-2) 1 ,
'7>o'A:F m.,,k( 6.es4 (7)
Ar4t ref( t,LAC (')
"--- alibrtse,ni ,(3,<e4()
........7,---‹gme,ysr Ax a rgr,rA t 14
4lit4S4411C sfroccst,‘shi(7)
------ —=-----------...
: .I
.Jae,e44,•/•0 414,00 b(1)1--- - -
.....,..
( '
(
. ,
. . ,
- .
IretidY 4.. ,. , . _
. .
. .
- _
. .
. . .
. .
. . . .
. ,..„,,, goY4t SrA0 N440.101.14 I)
-64,11 64161 0 V(g) _,
—
.( 4(44 uptc ..b4(0s0
":•,.....,,— &et(-the, idAboirt(7) . •
___
•
-7 stk./4 sdi,,a c,eAd I)
.
. . .
. .
. .
. _
. •. . ,
. .
. . .
. . . .
•
•
• . ,
....•
.. •
6..,..-
•••:\%.-
....
. .
, -
, . 1
, .
., t •
. ; •MOMINI
—(1' .
. . •\ •
- - - —- .
\
'-1---
. .
. .
•
• .
. •
.......... - _._...—. , .
•
i..-.„L-----r... -,s-.xlac:.: —_,...• ....,....;:. :.--...--...,17--:::T:.--; 7‘s.-.77-:-7---,:,:-.:i ..,- ::,::... .-1.12"---.7,..7;2:7:;.;,.....;;.,-;..,'
•
ci it 11 I1D LI 1. 15-11-1
7 A -\T Q
)
0
^
�
LI '
(A 11- u�
LLI>- 0_+ �u
�m
BRICK TYPE 'C' u_
` -� �
° SOFFIT LIN o o
N :� * � u
I~ -� ° `. cu-' LajM
��OWNER (N.I.C.) o�
PAINT : ` /'
MATCH `� " L..... -~~,
�
n -- ' °�=�=�
in BRICK TYPE '^'
/ 3/4 ° OF�e T
- /� " TYPICAL BRICK TYPE 'm'
,_l � TYPE ' ' (IF AWNINGS PROVIDED)
co
°,
���N EL 10 -1 3/�
IO��� AWNINGS '
8^
ZR TC \ CAPITAL
-
@ CuR \ LR PILASTER ... -.---
3/4
' = 1'-O°
6
umissimmioff
111.-tigi ll, B111111111111111/
IIIIII 1111111111112111 1111111111111 MIMI
ill 1 111111/11 1111110211111 111111111111111 NNE
BRICK TYPE C •
1,11 J. CJ
~~~~.. mummmmmmnnmmmmmmmmmmmmmmmm@m/w/
sommisisamminsims
BRICK TYPE C-
SOLDIER COURSE � ---
|
/ -��' [--_
| 1L_ N� --- ---' ---' ---' ---
______ __
FABRIC COVERED AWNIN
BY OWNER (N.I.C.)
•
/"
/\
zr [ \ T ] V [
LAT T_-- \1 | ,
� ' /
� /1~ --~,. 1/8 ^ = 1'-0^
( SHOWN WITH AWNINGS )
RECESSED BACK LIT SIGN TO BE PROVIDED
BY OWNER & INSTALLED BY G.C.
4' WIDE VINYL CORNER TRIM
12
5 12
...::......
. ..........
MU 01 I I I II I I ' I mo m iummummumnmiumum uumnu mmumnu muunu mmmilnm
�
`" ' YL SIDING raMMME• ��
I■
Nib
I
11111111111 inmuummuunumumummnumunumnunmumumuu uuunuuunum
. ... 71:11r 1 1 ,
um
_il li - - � i � - _ - - - - -I —
I
18' DIA. SMOOTH SEAMLESS CONCRETE COLUMNS; P(
CULVERS SIGNAGE/HOURS (N,I,C,) BY OWNER
BRICK TYPE 'A' TYPICAL
(c I ?'
•
,.- IIIIIIIIIIIIIIIIIIIIIIIIp111111ll[ll1111111111111111I11 11111 11111111111111111111111Ml 111111111111118
❑ 1111111111111111 0
0I
'C,J
I 1:1 IIIIIIIII11111111111fII11f111f11111111111111111111I11111111111i 111111111111111111111111111111 Iu1111111111M111111111111111111111111 1111111111 111111( ❑
8" TYP,
it I i i I I � �I__Ij it I�
( SHOWN WITH❑UT AWNINGS ) ( SHOWN WITH AWNINGS )
2 ROADSIDE ELEVATI - \
A- 1/8 " = 1,_O"
S
R1 /ill ?()
-ASPHALT SHINGLES
-BLUE NEON BAND
-TYPICAL @ OUTSIDE CORNER •
FASCIA PANEL PR❑VIDE FULL PAN" L
CORNER WRAP
SOLDIER COURSE
BRICK TYPE 'C'
10147-
YJY
CHANNEL'
FASCIA PLAN DETAIL @ CORN;R
0
❑PTI❑NAL RECESSED BACKLIT
SIGNAGE TO BE PROVIDED BY
OWNER & INSTALLED BY ❑WNEF
WATER DIVERTER STRIP
6 12
>11.1111°.111141.11 :
111111111111111111111111111111111111111111111111111111111111111111111111111111
IIIIIIIIII
I
VINYL SIDIN
QIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII(11111I1111(11111111111II1IDI11111111111
S ,I 1I i'
C91 DRIVE - THRU EL - VATI - \
A - 1/8 " = 1'-0" ( SHOWN WITHOUT AWNINGS )
•
ASPHALT SHINGLES
BLUE NEON BAND
\LI .............
12
Q 6
PRE-FIN. ALUMINUM
FASCIA PANELS
i & TRIM; TYP,
VIII I I I I I I I I I I I I I I I i i i i i I I BRICK TYPE 'B'
WIND❑W HEADER
IF AWNINGS ARE
NOT USED;TYPICAL
C.J. C-1BRICKTYPE 'B'
ii uii i 11 11 u u III ,r, ,, ACCENTS
I TYPE 'C' ROWLOCK
WIND❑W SILL
I� li SEE C.J. DETAIL
13/A-10 @ STEEL
LINTEL
COOLER/FREEZER (N,I.C)
VINYL SIDING :..,.
•
•
111
1
r - --
BRICK TYf
• 3 R = ARL - VATI - \
A - I/8 = i'-O°
•
."r 11111111111
11111111111!
1 I �
11 -II I►
'E 'B' WINDDW HEADER
4• .1'-8' 11'-4' r 3'-4' - 11'-4' 4'-V 5'-7' —
-Z
M.O. M.D.
3 1/' 6'-
0 27
\ I 1
124 J _ J
c o
n 18
10 O O :Q-'. VESTIBULE ) JO
11041
\ r, �� ,rr 11 II ir ,:
f
A Cu
7 107.1U71 H
0 6 19
v ..(3 1/2
�f
0
LA
4'-4' r \I 01;
'.
ry
;3` Li 8'-0'15 • I .-
d COORD. W/ EQUIP. SL
0/(4.416 DINING a [6 ■ ORDER
0 '7' 00m 17 6 (98 PERSON SEATING) o
I w
in ..n 0� A 9 q
Om .'-)
El
C1)1,30 �•\--• 0
i . v
1'-4' e
0 s___-
A-8
LA
v O
6
v
1
in O2
CO AI1r1 �I ll —
Y� {1 '_ - v VESTIBULE
10 O O f 71� 11161
Co v 28
•9
110
4 1/2 O 2 10(
q'_ �1'-8' 11'-4' .- 3-4' , 11'-4' i 4'-8' .+=2' .1...
P IT £ 61-' M.D.y .I 32'-4' . 6'-9'
ri nnn nl AN! /c`. c Q' p1N,
3'-0' - 2,12' 26'-9'
M.O.
' 3 1/?i' 9'-5'
6 7
A-5 A-5
I r l , l l O N,
- - L\ q O .� "
RM. 4 N DRIVE-UP .. t I
I� /231 - cAlk
i 20
(.....--(--;)
N KITCHENF.
c' OFFICE
ro 11151
3_ t
D : \ — U El 4 ..
1361
zo
7 \ I in
r - 1 -
FREEZER
® .-I1 1 � L - J
I I
SERVICE W 1
a 2 21 2 cr--!
'PLiER
a _ 12
I I
H
a KITCHEN KITCHEN
c; o (1081 11091— STORAGE
I C w 3 3 1110 1
/y 1 6. 3
I o
1 22
1 U
5 1/2 S 1/2 'L i 5 1/2 \
9'-6• 9'-7' ( 9'-7' 9'-3 1/2 ' ,r 1/2 '
61 3'-7' 2'-3', I2'-8', ;o- N \ 1 3 1 '3 11
in
af— 1 �> cn \ COOLER
le
0 0
O L2�
CORRIDOR cv.I O o 0 8
1111 1 ..cn O 20
d _ a A WOMEN MECH./UTILITY 13
1-,f1-J o o (II3T—
N -i -D B 26' _ I 16
C 18' C -.---9—=' 1...-174-
C 14 -
B Nowillill D Jw
c^ �i..._ 10
A
c
•
r
fel
ti r
—1 36' � 36' r-1
t
1 1 1 1 1 1 1 1 1 41 L! 1. 1 1 1 1 1 1 I 7 J 7 1 1 l 7
7
6 A-5
A-5
9
1 1/2 ' 3 1/2 ' I
5'-0' 7'-9 3/4'_ 12'-9' ^,121,
2-4' 15'-7' '
� O VV