HomeMy WebLinkAbout98-02PC 14162 Commerce Ave VAR Doc. 413617
OFFICE OF THE COUNTY RECORDER -to*
SCOTT COUNTY, MINNESOTA
oe Filedd tns and ^or Recorded on
�jjif
Pat Boeckman, County Recorder
by Deputy
Case#97-132
STATE OF MINNESOTA)
)ss.
COUNTY OF SCOTT )
The undersigned,duly qualified and Deputy City Clerk of the City of Prior Lake,hereby
certifies the attached hereto is a true and correct copy of the original.
Resolution 98-02PC Burdick Properties, Variance to Setback from Adjacent
Residential Property and Variance to Fence Height
on file in the office of the City Planner, City of Prior Lake.
Kirsten Oden
Deputy City Clerk
Dated this 13th day of March, 1998.
���r_�h '•,t
TRUBCOPY.DDC PAGE
O� PRf o
P
NNESO�
RESOLUTION 98-02PC
A RESOLUTION APPROVING A 2 FOOT VARIANCE TO PERMIT A
REAR YARD SETBACK ADJACENT TO PROPERTY ZONED
RESIDENTIAL OF 58.00 FEET RATHER THAN THE REQUIRED 60
FEET FOR EXISTING BUILDING AND;
A 1.5 FOOT VARIANCE TO PERMIT A FENCE HEIGHT OF 7.5 FEET
RATHER THAN THE PERMITTED MAXIMUM HEIGHT OF 6 FEET
ON PROPERTY LOCATED AT 14162 COMMERCE AVENUE FOR
BURDICK PROPERTIES.
BE IT RESOLVED BY the Board of Adjustment of the City of Prior Lake, Minnesota;
FINDINGS
1. Burdick Properties has applied for variances from Section 5-4-1, 5-4-1 E, and 5-5-10
H and 5-5-11 E of the City Code on property located in the B-1 (Limited Business)
District at the following location, to wit;
14162 Commerce Avenue, legally described as Lot 3, Block 1, James 1st
Addition, Scott County, MN;
2. The Board of Adjustment has reviewed the application for variances as contained in
Case #97-132 and held a hearing thereon on January 12, 1998 and January 26, 1998.
The Board of Adjustments closed the hearings on January 26, 1998.
3. The Board of Adjustment discussed the variance request and determined additional
information was required. Specifically, the developer was to submit a revised
landscape plan and the location and height of the fence and berm were to be located in
the field. The Board of Adjustment continued discussion on the variances to
February 23, 1998 to obtain this information.
4. The Board of Adjustment reviewed the additional information on February 23, 1998.
5. The Board of Adjustment has considered the effect of the proposed variances upon
the health, safety, and welfare of the community, the existing and anticipated traffic
conditions, light and air, danger of fire, risk to the public safety, the effect on property
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612)447-4245
AN EQUAL OPPORTUNFFY EMPLOYER
values in the surrounding area and the effect of the proposed variances on the
Comprehensive Plan.
6. The structures on the lot exists and the lot is built to capacity in terms of setbacks and
parking.
7. The purpose of the additional fence height is to provide screening to the adjacent
residential properties.
8. The granting of the variances are necessary for the preservation and enjoyment of a
substantial property right of the applicant. The variances will not serve merely as a
convenience to the applicants and are necessary to alleviate demonstrable hardship as
no reasonable alternatives exist.
9. The contents of Planning Case 97-132 are hereby entered into and made a part of the
public record and the record of decision for this case. Pursuant to Section 5-6-8 of the
Ordinance Code this variance will be deemed to be abandoned, and thus will be null
and void one (1)year from the date of approval if the holder of the variance has failed
to obtain any necessary, required or appropriate permits for the completion of
contemplated improvements.
CONCLUSION
Based upon the Findings set forth above, the Board of Adjustment hereby approves the
following variances for 14162 Commerce Avenue, legally described as Lot 3, Block 1,
James 1 st Addition, Scott County, MN, as shown in Exhibit B;
1. A resolution approving a 2 foot variance to permit a rear yard setback
adjacent to property zoned residential of 58.00 feet rather than the required
60 feet for existing building.
2. A 1.5 foot variance to permit a fence height of 7.5 feet rather than the
maximum allowed of 6 feet.
The approval of the variances are contingent upon the following conditions:
1. A continuous 6' high privacy fence be installed on the berm on the west side of the
property with a T5 foot high privacy fence section to be placed as shown on Exhibit
G.
2. Landscaping be completed by June 25, 1998, as in attached Exhibit G"Revised
Landscape Plan" dated February 9, 1998. This is when the Letter of Credit expires
for the building permit issued for this property.
3. Screening and grading be completed by June 25, 1998, as in attached Exhibit H "Rear
Lot Sections and Elevations"dated February 9, 1998, revised February 20, 1998.
L:197FILES197VAR197-1321RE98-02P.DOC 2
4. Berm height on western portion of lot (adjacent to residential)be completed as in
attached Exhibit I "Grading and Drainage Plan"dated June 12, 1997.
5. A certified copy of the variance shall be filed with the County Recorder of Scott
County by the applicant within 60 days of granting of this variance or by March 27,
1998. A copy of the recorded resolution shall be delivered to the Zoning Officer as
evidence of satisfying this requirement.
Adopted by the Board of Adjustment on February 23, 1998.
r
Anthoily Stamson, Chair
TTEST:
nald R. Rye, Pl ng rector
L:\97FILES\97VAR\97-132\98-02PC.DOC 3
Survey For:
Burdick Properties EXHIBIT B
684 ESecelsior Boulevard
VmeIsior, MN 55331
DELMAR H. SCHWANZ
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SURVEYOR"S CEATIFICATE
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Block 1, JAMEi 1ST TDDiTICN,
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TOPOGRAPHY AND SURVEY INFORMATION
FURNISHED BY DELMAR H. SCHWANZ, LAND
SURVEYORS, INC., 14750 SOUTH ROBERT
TRAIL, ROSEMOUN T, MINNESOTA 55068
LOCATION OF EXPANDED TRA%
—AFTER RELOCATION OF EXISTINI
AS INDICATED ON THE LANDSC�
SHEET L-2 REGRADE TO PROM
SLOPED SURFACE STARTING AT
THE TOP OF THE RETAINING W/
NEW CONCRETE UNIT RETAINING
W/ TOP OF WALL 18' ABOVE B
NEW BITUMINOUS PARKING AREA
EXISTING BITUMINOOS AT THE D
NEW BITUMINOUS AT THE NEW F
BE INSTALLED WITH A 2% GRADI
RETAINING WALL TO THE EXISTIN
LONGITUDINAL SLOPES SHALL - --- — - - - -- - - --_HAVE A TYPE V GRATE
LOW POINTS SHALL, HAVE
A DL OR DR GRATE,
FLOW LINE SHALL BE MIN.
O BELOW TOP OF CURET,
A Al
EXISTING
CURB INLET FRAME AND
CURB BOX NEENAH
NO.R-3067 V m
CONCRETE ADJUSTING RINGS - --- --•-- -- _5
GROUTED IN PLACE
MIN. 2 RINGS Pl A�
VAX 1' OF RINGS LA
INCLUDING MORTAR
MIN CONCRETE
COLLAR !nN EXTfRI(TQ `, NOTE.
OF PrNr,.S AND_ -• .1r��1 — + j RErNFnRt,rNG TO CONS+Sr or
CASTING FLANGE lI ;p III N BARS AT 8 0 C.
7AN
J I BOTH WAYSALL GROUT MUST fAPPROVED NON-SGROUT MIXM
20'DIAMETER CAST OPENIN
PRECAST CONCRETE STRUCTURE
-�-
SHALL BF ACCORDING TO
ASTM C-857-87 -ECTION A—A
STEPS ARE REQUIRED IN ALL
NO SCALE CATCH BASINS OVER 4 IN DEPTH
STORM SEWER CATCH BASIN
CURB INLET
CONCRETE
R PLAE"c RINGS(PRECAST) GROUTED
MIN 2 RINGS
MAX V OF RINGS
INCLUDING MORTAR
MORTAR EXTERIOR
Or RNGS
RAM-NECK JOINT FILLER
UNDER CASTING NOT IN
PAVED AREAS
\l,
PRECAST CONCRETE TOP
SLAB SHALL BE DESIGNED
FOR AASHTO HS-25 HIGHWAY
LOADING. PLUS DEAD LOAD
JOINT FILLER TO BE
RAM-NECK OR APPROVED
EOUAL
r S� PIRJMIN/1US NTAo+yq �'vP�F 4„.TL t cl+t r •1,,41
I
i
EXISTING AREA CATCH RASH
- CUT INTO C.B. VOT1,4
r „7a 10' PVC STORM SEVfV Q'PE
r
CONSTRUCT CUR
CATCH BASIN
t T.C. - 953.0
INSTALL tNV. - 930 0
XPANDED TRASH ENCLOSURE, SEE SHT L-1 I SILT FENCE ANp INSTALL '?3
r1ON OF EXISTING TREES L 10' PK STORK
)♦V THE LANDSCAPE PLAN,
TRADE TO PROVIDE A UNIFORM 3 •7
CE STARTING AT 6' BELOW 9.
; 93 9.
IE RETAINING WALL
UNIT RETAINING WALL
ALL 18' ABOVE BITUMINOUS
IS PARKING AREA 932.9<'
- 913 �3�f r - •a .t.
IINUOS At THE DRIVEWAY TO REMAIN, END CURB ---��
JS AT THE NEW PARKING AREA SHALL 0
WITH A 22 GRADE FROM THE NEW MASONRY
L TO THE EXISTING BITUMINOUS SAWCUT EXISTING NEW
PAVEMENT 91T• 934 ;co
!go
w 46'-0'
INSTALL 21 L.F.
OF 10' PVC
STORM SEWER w .
PIPE O 1.0% � C3
a. 934
EXISTING BUILDING
CONSTRUCT STORM SEWER MANHOLE �
OVER EXISTING 21' STORM SEWER PIPE _ _ o
T.C. - 933.5 (MATCH EXISTING PAVEMENT) V931
INV. = EXISTING PIPE `z
935
EXISTING `+_.. \� � \ ,
,a tat
WALK M
cV 937 9
41I1�Nt 81T-. '
--- -PAVEME PA ENT
_ Z
d
SAWCUT EXISTING '^
PAVEMENT 10 a Ix
a 3 a
CONSTRUCT CURB INLET ' 934�_`
CATCH BASIN _
T.C. - 933.5
INV. - 930.0
AND INSTALL 43 L.F. 9•: ' —M4�:
OF 10' PVC STORM
SEWER PIPE O 1.09E
917+
EX STING DRIVEWAY,
NOTES N CHANGE
EXISTING SAN MH �� _ A
1. BASE TO SE GROUTED TC-931,6 EXI_ JC IJTIL IY
TO FORM SMOOTH INLET CT'I
TO OUTLET. IIVV=921.0 ��1� SER'•rCrS (WA rrp
2. PtpE CU7-OU15 TO BE �pSa' Q S4rlltApvl
aG RINGS LOCATED WHERE REQUIRED. ,G ��� EXISTING STOr"a 1,4w
3 STEPS
OTO LOCATED AWAY FROM Q TC=931.8
NG
4. ALL GROUTING MUST BE AN
APPROVED NON-SHRINKABLE 7�
GROUT MIX,
_LER
IN FOR STORY MANHOLES
CASTING NEENAH R-1642, 'R
ESS spas, MCI-309.
EAST JOROAN IRONWORKS l n'R
1045, W/2 CONCEALED 5R 3 YR
to' PICKHOLES AND THE 3L+'
,NED WORDS 'STORM SEWER'
LOADAY STAMPED ON THE COVER
IT
t-5/8-
S' MAX.
VED " STANDARD CJJ99 Ac 00TT"'
F S1N
4P -
933.7
NSTRUCT CURB INLET
,TCH BASIN
+ 933.0 —IISTALL
�. 930 b SILT FENCE
ID INSTALL ?3 L.F. OF -F
PVC STOQM 'PIPE A D SLOPE O 12 NEW CONCRETE UNIT RET KING WALL
W/ TOP OF WALL 16' AO VE BITUMINOL+S I ,
N 0'42'58' W ,-=. -
93 - `93 93 936
-- EXISTING.DRA N U7TlITV ASEfaENT -------
40
gig, ----------- ---- ----- - b�
� _ ��W BIT N. -- - -- - --- --- -_•_�•
--------------. --
935 _
933.a 93� 435+ ---
�
N W SI EWALI( 4
9 9
- 46'-0"
�37 M 932 9
m
NEW BUILDING ' N
TOP OF SLAB EL CV. 938.0 p
SITE ELEV. 9m.0 = BLDG. ELEV. 100'-0' 1
r 17
NEW,S`IDEYVALK
9Je,. 931L9 1319
MET
' 931
937.9
Z { .
933 93s•2'
a NEW BIT.,'PAVEMEJ T
NEW'CURB .a i
9S1.9T
91, GUTTER (TYP.)
' 9JS.1
' 937.1
h
934 042 56 E 185.31, EXIST. s
HYDRANT : 2" ,
93St
�8' DIP WATER LINE SAWCUI
REMOVE EXISTING CURB BIT. PA
--- -- ---------— _ _ AND GUTTERREPLACE 1M TH _
B• PVC SANITARY SEWER NEW DRIVEWAY APPROACH
�n SEE SHEET L-1
COMMERCE AVENUE
1/7'R PROPEX 'SILT STOW FABRIC OR
E(]UAL—FASTEN TO STAKES
2*x2'x4' WOOD
I SLAKES W' G.C. ,.n �930
EXISTING GRADE
BACKF0.L 9361
BURL' BGTTGM e, CIF,
o FABRIC 930.0
TTER
EXHIBIT •I
934.3
^—*STALL 955.0
XT FENCE
ttnit i -
935.X
40. �_ ------
----
too
935.1 �
9JS�
00� •�� W MN.,
0
I 935.7 �, . . W L
O LEI ' '`�• •�
U �c4 l
�C-4
wCIO
�� •�935.3 935.9 +
low. . ri 4jc
935.4 ,..:
9354 9J8.tVV.
93S 3 936.0
SAWCUT EXIST M .
BIT. PAVEMENT
PPROACN cr.).(C#:) s: �wjj4f4j
' �, Tom+ �'w ti ���}✓i0t
LEGEND:
y 10
mM � ;.;o
EXISTING GRADE TOPO LINE W..�. •µ � �"
NEW r
�.�J
GRADE TOPo LINE w,•�� ':� .
936; EXISTING POINT I"'�' � •�`,' '•
SOURCE GRADS � '� : ,•
930.0
NEW POINT SOURCE GRADE LL
' ;'
LA6IINL; 81IUMINUOS AT 1HE DRIVEWAY
NEW BITUMINOUS AT THE NEW PARKING
BE INSTALLED WITH A 2X GRADE FROM 1
RETAINING WALL TO THE EXISTING BITUMII
LONGITUDINAL SLOPES SHALL — —� — -----
HAVE A TYPE V GRATE
LOW POINTS SHALL HAVE
A DL OR DR GRATE.
FLOW LINE SHALL BE MIN T' - 3-112,.
0 7' BELOW TOP OF CURB.
A = _ A
EXISTING BUILI
CURB INLET FRAME AND
CURB BOX NEENAH
NOR-3067 V
CONCRETE ADJUSTING RINGS ---^ = 5
GROUTED IN PLACE
MIN. 2 RINGS D1 A
MAX 1 OF RINGS ��-
INCLUDING MORTAR
4' MIN CONCRETE
COLLAR MJ (YT£RI(lR I I NOTE;
OF RrNCS A4h_ T��T -- j j REINFCIRfINC TO CONSIST Or
CASTING FLANGE �--- is IA BARS AT t!OC. .►
BOTH WAYS
ALL GROUT MUST BE AN 2A
APPROVED NON-SHRINKABLE
GROI11 MIX
n
20'DIAMETER PRE-
CAST OPENING —
PRECAST CONCRETE STRUCTURE —�-
SHALL BE. ACCORDINC TO
ASTM C-657-87 SECTION A�A
STEPS ARE REQUIRED IN ALL
NO SCALE CATCH BASINS OVER N' IN DEPTH
NO
STORM SEWER CATCH BASIN
CURB INLET
(PRECAST) CONCRETE ADJUSTING RINGS
GROUTED IN PLACE
MIN 2 RINGS
MAX I' OF RINGS
INCLUDING MORTAR,
WORTAR EXTERIOR
OF RINGS
RAM-NECK JOINT FILLER
UNDER CASTING NOT IN
PAVED AREAS
PRECAST CONCRETE TOP
SLAB SHALL BE DESIGNED
FOR AASHTO MS-25 HIGHWAY
lOADINC. PLUS DEAD LOAD
Lg.�*
JOINT FILLER TO BE
RAM-NECK OR APPROVED
EOUAL
LS' BITUMINOUS WEARING COURSE, Mn/DOT SPEC 2341
1 5- BITUMINOUS BASE COURSE. Mn,/DOT SPEC 2331 PRECAST CONCRETE MANHOLE
6" AGGREGATE BASF. fIASS S Mn/L10T SP(f AND BASE SHALL BE ACCORDING
100% CRLISHLD 2711TO ASTM C-47A W/0_RING JOINTS
PLACE ON PREPARED SUBGRADE. Mn/DOT SPEC 2112ASPHALT PAVEMENT
SECTION
INTEGRAL BASE SHALL BE USED--
(NOT TO SCALE) WHENEVER POSSIBLE
STORM SEWER
STANDARD MANH(
(48"INSIDE DIAMET
�auvVw At ihL DRIVEWAY TO REMAIN. � END CURB
NEw BITUMINOUS AT THE NEW PARKING AREA SHALL
BE INSTALLED WITH A 2% GRADE FROM THE NEW MASONRY 0
RETAINING WAt.L TO THE EXISTING 6ITUMINOUS SAWCUT EXISTING
PAVEMENT NEW
BI T. 93
-- ---- -- w L/1
z
W
INSTALL 21 L.F.
OF 10" PVC
STORM SEWER w
PIPE O 1.OX $ o
EXISTING BUILDING OK 934
Q �
CONSTRUCT STORM SEWER MANHOLE 2
OVER EXISTING 21' STORM SEWER PIPE o T.C. - 933.5 (MATCH EXISTING PAVEMENT)
INV. a EXISTING PIPE W z933
w3 4
V1 i
EXISTING 'F
WALK
_ I TI EUT,.
PAVEM FA Ek
SAWCUT EXISTING
PAVEMENT 10 9
ag
CONSTRUCT CURB INLET r
CATCH BASIN y�y
T.C. - 933.5
INV. : 930.0 —- ^ • 932 7
AND INSTALL 43 L.F. 9,
OF 10' PVC STORM
" SEWER PIPE O 1.0%
912
.0/ EX STING DRIVEWAY,
NOTES: EXISTING SAN. MH �^� N CHANGE
1. BASE TO BE GROUTED TCa 931.E --To FORM SMOOTH INLET INV=921.0 1�`� EXIST•ryC
TO OUTLET. SER J C�
2. PIPE CUT-OUTS TO BE C� tt & S�r11t
CONCRETE ADJUSTING RINGS LOCATED WHERE REQUIRED. C-2 ��
GROUTED 2RINGS ,RI PLACE G
3. STEPS TO LOCATED AWAY FROM 9 1/ EXISTING ST0171)
MM 2
MAX 1' OF RINGS PIPE OPENING 0 TC=931.8
INCLUDING MORTAR a All GROUTING MUST BE AN aG II`IV-9��_
MORTAR EXTERIOR
OF PINGS APPROVED NON-SHRINKABLE
RAM-NECK JOINT FILLER GROUT MIX.
UNDER CASTING NOT IN
PAVED AREAS FOR STORM MANHOLES
CASTING NEENAH R-164Z
ESS BROS. MCI-309,
EAST JORDAN IRONWORKS
PRECAST CONCRETE TOP 1045. W/2 CONCEALED L1
SLAB SHALL BE DESIGNED PICKHOLES AND THE rR 3'+
FOR AASHTO HS-25 HIGHWAY s WORDS STORM SEWER' �Z!4 el T ftJQT
L OAD"IG, PLUS DEAD LOAD STAMPED ON THE COVER
_ 27'--
a' MAX.
JOIN- NICKER TO BE
RAM-NECK OR ,',PPROVEO u ---
EOUAL p
STANDARD CURB dE
(Bala CURB & GUM
rn
PRECAST CONCRETE MANHOLE
AND BASE SHALL BE ACCORDING
TO ASTM C-47A W/O-RING JOINTS
GRADING Al
RolN, SCALE 1 " = 201 - 0"
INTEGRALBASE SHALL BE USED
WHENEVER POSSIBLE EXISTING LEGAL DESCRIPTION:
STORM SEWER LOT 3, BLOCK 1, JAMES 1ST ADDITION
STANDARD MANHOLE recorded plat thereof, Scott County, II
(48"INSIDE DIAMETER)
y t10 938�l 9 t ..0 N .---------------------
...
- __ -----.
;TING NEW --- ------------ `• ----- - 935 - - - Y-.
BIT. 2 9 933 t3 9 Sib
934 935 'LIA4 1&4 i 4,TQ
s NEW SI EWALK 9 9
W N
46,-0' I� 46'-0'
j F
LO �1 I
a 937 6 932 91; 934 I
a < 934 I
\` a NEW BUILD NG
Z Z
o TOP OF SLAB ELEV. 936.0
Cr
i9JS SITE ELEV. 9�6.0 BLDG. ELEV. 100'
935 '
6 Uil t f NEW,§DEWALI( ;
� 935.E f3a9
f 4 934 2 4
I TIN �T_ 932.;
VEM FA ENT
10 9 CK '
' 935 t3S2.
a < I NEW SIT.;PAVEMENT
3
n NEw CURB ;
934 GUTTER (TYP.)
9ul
937 7 h
55 E 155.31, 067. 5
HYDRANT
u -
932 ' "`'
Ex SUNG DRIVEWAY, - 8' DIP WATER LINE REMOVE EXISTIN(
NC CHANGE ANQ GUTTE13 AN]
ExIST'NG UTII.TY 6' PVC SANITARY SEWER NEW DRIVEWAY 0
SERVPC�S (wA rEp SEE SHEET L-i
t, EXISTING s OPPa l,#H COMMERCE AVENUE
TC=931.0
�n.R EQUOAE Y FASTEN OP" FA A ES BRIC OR
2'x2'x4' WOOD
$LQPE.314-p�
!'R FpQi_3 3'R STAKES 04 0 C. rP''
-- - - _
10� "'N.
ry EXISTING GRADE
3ACKFLL
II BUIfY VOT'TOW 6' Of
i - fA9MC
—18 Fr o
STANDARD CURB dL GUTTER PROPOSED fb18ANK►1ENT
(0618 CURB Sr GUTTER)
SILT„FENCE
, D ING AND DRAINAGE PLAN
- 1 = 2 0' — 0 r O DENOTES IRON MONUMENT
AL DESCRIPTION: BENCH MARK: Top nut
hydrant at SW quadrant
intersection of Highway
< 1, JAMES 1ST ADDITION, according to the No. 13 and Commerce Avenue
ELEVATION = 932.21
thereof, Scott County, Minnesota.
- - r - - 941.3
—-- -- - - --- -- -- VJ'
N
- (Ml 1. N
ul
46'-0•
935.7 r',
I1)S.t O
35.4 16.3 935.9
935.1 Q, '
�935 938.t Lij.
---� SAWCUT EXIST aerie
REMOVE EXISTING CURS BIT. PAVEMENT
AN T ;�,
NEW DRIVEWAY APPROACH � r
'Q
SEE SHEET L-1 Tom' '
VENUE
• �"": Z.:
'c OR EXISTING GRADE TOPO LINE
NEW GRADE TOPO LINE ;W.I.1.1im
.
936 t EXISTING POINT SOURCE GRADS
j,
930.0 NEW POINT SOURCE GRADE
i •
hereby cartiy that this plot, peaffto i n:
I h
or repert uu pope by me Or under my s' '�+
direct >wpuv4atan and that 1 am a dwy
regtoiwod Prefeealonol EnjMw or the �1,'.-�� r
lows of the S to of Mbtw ow i
Sbnatwe � •�•� � '` .�
i
RpMrotbn Na - °.
.!'e�•a Via'.y', '`„I a+