Plansj existing 8" WM
I
\
Concrete Curb and Gutter _..._.
I
j
/
Dumpster Area
1
\ Fo90
of
TAPER CURB DOWN
U
MATCH EXISTING
CURB & GU T TER
CURB &GUTTER
MATCH EXISTING
\RB & GU T TER
7845 SF ADDED TO
WES TERN PARCEL
EXISTING CURB &—
GUTTER TO REMAIN
MATCH EXISTING
CURB & GUTTER
EXISTING CURB &
GU T TER TO REMAIN
�cl
0 20 40
Feet
DENOTES PAVED AREA TO BE REMOVED
:.. •. DENOTES PROPOSED CONCRETE
NO TES:
1. REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
2. DIMENSIONS MEASURED OFF THE PROPERTY LINES ARE PERPENDICULAR TO THEM.
3. ALL PEDESTRIAN FACILITIES SHALL BE IN ACCORDANCE WITH CHAPTER 1,341 OF
THE MN STATE BUILDING CODE AND ADA STANDARDS.
PARKING REQUIRED:
1 SPACE PER 200 SF REA TIL
1756 SF / 200 = 9 STALLS
1 SPACE PER 60 SF RES TA URA N T
2656 SF / 60 = 44 STALLS
53 STALLS REQUIRED
53 STALLS PROPOSED
TARGET STALL COUNT.- LOSS OF 19 STALLS
REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by www.ottoassociates.com PROJECT NO:
me or under my direct supervision and that I am a duly Licensed NOODLES & COMPANY
C. S. 0. T. J. B. Professional Engineer under the laws of the State of Minnesota. 9 West Division Street SITE PLAN 14-0275
CHECKED TTO Buffalo, (763)682 --44 727 553 93 HALIFAX DEVELOPMENT , L L C
P. E. O. Cara M. Sch wahn Otto SSOCIA TES Fax: (763)682 -3522 C HA N HA S S E N, MN �+ �-+ DATE:
License # 40433 Date: 8 -15- I4 Engineers & Land Surveyors, Inc. �7 HEET NO, C 1 OF C3 SHEETS 8 -15 -14
PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES.
CALL 48 HOURS BEFORE DIGGING:
GOPHER STATE ONE CALL:
TWIN CITY AREA 651- 454 -0002
MN TOLL FREE 1- 800 - 252 -1166
GOVERNING SPECIFICATIONS:
1. THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION
"STANDARD SPECIFICATIONS FOR CONSTRUCTION"
2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES.
3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES
WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT.
NOTES:
1. ALL C -900 DR18 WATERMAIN SHALL BE INSTALLED
WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED.
MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE
TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM.
TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF
FLANGES USING SNAKE PIT BOX.
2, 6" PVC SANITARY SERVICES SHALL HAVE SOLVENT WELD JOINTS.
3. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52.
4. ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' OF MINIMUM COVER.
0 20 40
Feet
DENO TES PA QED AREA TO BE REMOVED
REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by www.ottoassociates.com PROJECT NO:
me or under my direct supervision and that I am a duly Licensed NOODLES & COMPANY PRELIMINARY UTILITY PLAN C. S. 0. T. 11. B. Professional Engineer under the laws of the State of Minnesota. 9 West Division Street 14-0275
CHECKED
TTO (763)682 -4-4 727 Buffalo, 553 93 HALIFAX DEVELOPMENT , L L C
P.E.O. Cara M. Schwahn Otto SSOCIATES Fax: (763)682 -3522 CHANHASSEN, MN �+ DATE:
License # 40433 Date. 8 -15 -14 Engineers & Land Surveyors, Inc. �7 HEET NO. C2 OF C3 SHEETS 8 -15 -14
j�
% X 952.38
j
I
X952.50
Concrete Curb and Gutter-... t
X952.
Oumpster Arec -
_954-
\ X954.91 f
e e
e
\ \ 4 4
- w - W
W
X951.20
7
I
X951.50
I
j
D X9 .27
X9 .32\
949. 75
9�9
X 9 9.82 \
X9 9.05 \
J9A
( X 8.3� \
117 I 1
I �0
X9 7 78 \
947.0
4" U 3» I I\ y 4 11 1 739 \
\ \ P 11
955.53\ \ \ I 946. \
\ \ \ \ \ X950.5 \ \ \ \ \ \ \ \ \ \ \ \ \9 s6\ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ \ \ �s`pi�i � �\ `t7 , O .\ . p :, : . �o A i. L 2 ; e e 9ha � o • 9593y,Z .0 e • e ' • • S yZ I o N = I I 16 / " / I
952.7 0 4 951. I 4
1 x91 14
y1 6 52 5 .952'25 i 8 1 4 4 7.4
a e 946.6
1 1 9
k� 1
\
\
[=-X
4 X 950. S 9 .24 V 4 x 9
d, k 946. 946 6 \
\ \ \ \ \ \ \ \ ° \ 52.4 \ I (D 4 (\4
\ \ \ \ \ X 50.84 \ i t ,t� 9 •2
X960. \ \ \ \ \ \ \ `� \ SF 952.1 .• �...- n Woll
SF \ get Sin 1.4' Eo.. 94 `
\ \ \X959 30\ \ \ \X953.13 SF 9`-L� of roperty Line 6�i 1
X9 \ 5 I 0 X946.83 X 777
ct 10
It
s \ \ Il 1
5" 5 k .
SF \X952.93 `4 Z�' RC 1 . \ � X945. Sky 31 \
\ Sr
\ \ \ \ \ \ \ \ SF 945 0 \ \
\ \ \ \ 8" 3 \ `\ X9 .14
X951,17 \ �co 944 S
8"
X946.88
� \ v
4��OC•s \ \ \ \ \ \ \Z C953757 \ \ \ 33 "?CIO 1
X96. \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ ~ X94737
.966
960` 948
\ \ \
\ \9 \ \ \
\ \ \ \X � 13 \ \ \ \ \ s6' \ \ \ \ \
\ \ \ \ \ \ \ \ X948.73
\ \ \ \ \ \ \\ \ \ \ \ \ \ \X954.24
1 REV. NO. 1 DATE I BY I DESCRIPTION
DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by
me or under my direct supervision and that I am a duly Licensed
C. S. 0. T, J. B. Professional Engineer under the laws of the State of Minnesota.
CHECKED
P. E. 0.
Cara M. Sch wahn Otto '
License # 40433 Date:
8 -15 -14
www.ottoassociates.com
O
TT(763)682-4727
9 West Division Street
Buffalo, MN 553 93
-948 -
SSOCIATES
Fax (763)682 -3522
Engineers & Land Surveyors, Inc.
DENOTES EXISTING SPOT ELEVATION
NOODLES & COMPANY
HALIFAX DEVELOPMENT, LLC
CHANHASSEN, MN
0 20 40
Feet
SF
DENOTES SILT FENCE
-948 -
DENOTES EX /STING CONTOUR
- 948
DENOTES PROPOSED CONTOUR
X948.62
DENOTES EXISTING SPOT ELEVATION
x 948.6
DENOTES PROPOSED SPOT ELEVATION
NO TES:
1. SPOT ELEVATIONS SHOWN ON CURB ARE GUTTER ELEVATIONS.
PROJECT NO:
PRELIMINARY GRADING PLAN
SHEET NO. C3 OF C3 SHEETS I DATE.'
14 -0275
8 -15 -14