Item 5.2 • Item # 5.2
J/
City of
Elk -�-�
River
MEMORANDUM
TO: Planning Commission
FROM: Chris Leeseberg, Planner
DATE: February 26,2002
SUBJECT: CU 02-04
Request by JKCD, Ltd. for a Conditional Use Permit to
construct a banking facility (Sterling Community Bank)
Request
III JKCD,Ltd. is requesting a Conditional Use Permit to allow the construction of a banking
facility (Sterling Community Bank).
Location
East of Highway 169, south of Main Street and west of Zane Street.
Lot 2, Block 1, Elk River Crossing 2nd Addition
Zoning/Land Use
PUD (Planned Unit Development) / HB (Highway Business)
Attachments
• Location map
• Memo from City Engineer
• Site Plan
• Preliminary Grading Plan
• Preliminary Utility Plan
• Landscape Plan
• Detail Sheet
• Architectural drawings
•
Planning Commission
February 26,2002
Page 2
III Overview
The request consists of a 4,235 sq.ft.building. The facility will be a one-story building with
a full basement. The entire building will be treated with an Exterior Insulating Finish System
(EIFS) with a standing seam metal roof. The majority of the basement will be devoted to
storage along with mechanical and electrical spaces and the vault. The first floor will house
office space,tellers, conference room, file room, lounge and restrooms. The facility will
have three drive-thru teller lanes with the possibility of adding three more in the future.
There are also provisions on the site plan for future expansion.
Building setbacks are not defined in the Elk River Crossing PUD but the building does meet
the C3 zoning setbacks.
Design Standards
The proposed building materials for the facades will be EIFS with accents of rock-face
concrete blocks at the base of the columns.The roofing material will be a prefinished metal
standing seam system. The entrance is clearly defined and the there will be EIFS banding on
the facades to break up the surface. The proposed design meets the design standards for Elk
River Crossing. There are two walls signs being proposed which do not exceed the
maximum size allowed.
• The trash enclosure will be located within the building.
Landscaping
The submitted landscape plan meets the city's requirements, although the location of a
monument sign has not been indicated.
Parking and Circulation
Based on the square footage of the building and the City's requirement of one parking stall
for every 200 sq. ft., a total of 21 parking stalls would be required. The proposed layout
exceeds this requirement with a total of 27 total stalls. A minimum 10'setback from the
property line is also maintained.
Two(2)handicap-parking stalls are required for the building. The submitted site plan shows
one(1)stall,which does not meet the requirements. For parking lots with 26-50 stalls,there
is a minimum requirement of two accessible stalls. There is also a concern as to why the
proposed stall is located so far from the entrance.
The proposed layout provides two accesses to the site off of Zane Street. One access is at
the shared drive with the Conoco and Wash'N Fill to the north and the second is off of a
shared drive on the south side of the property. Staff has a concern about the amount of
traffic that might be generated from the drive-thru teller windows and how it may be
• circulated towards the exit on the north side of the property. Staff suggests that an
S:\PLANNING\Case Files\CU 02-04 Sterling Bank\CU02-04_PC.DOC
Planning Commission
February 26,2002
Page 3
• alternative exit be provided to the shared drive to the south or rotate the building 90 degrees
to allow for possibly less confusing traffic patterns.
The proposed drive lanes servicing the teller windows meet the required vehicle stacking
area but the fifth vehicle would be encroaching into the drive lane at the rear of the building.
Sewer and Water
The City Engineer's memo addresses sewer and water.
Drainage and Utilities
The City Engineer's memo addresses site drainage and utilities.
Recommendation
Staff recommends that the Planning Commission recommend approval of the Conditional
Use Permit to allow the construction of a banking facility(Sterling Community Bank)with
the following conditions:
1. ALL COMMENTS OF THE CITY ENGINEER ARE ADDRESSED.
2. THE INTERNAL CIRCULATION SHALL BE ADDREESED SO IT
III
DOES NOT PROMOTE MOST OF THE INTERNAL TRAFFIC TO
USE THE NORTHERN EXIT.
3. ONE ADDITIONAL HANDICAP-PARKING STALL SHALL BE
PROVIDED.
4. INDICATE LOCATION OF THE MONUMNET SIGN ON THE SITE
PLAN.
•
S:\PLANNING\Case Files\CU 02-04 Sterling Bank\CU02-04_PC.DOC
• !4-;44
.
ii Howard R. Green Company
February 19, 2002
File: 817010J-0240
Mr. Scott Harlicker
Senior Planner
City of Elk River
13065 Orono Parkway
P.O. Box 490
Elk River, MN 55330-0490
RE: STERLING STATE BANK
SITE PLAN REVIEW
Dear Mr. Harlicker:
As requested, we have reviewed the submittal package for the Sterling State Bank proposed in Elk
River Crossing development just south of the Wash 'N Fill site adjacent to TH 169. The submittal
package was prepared by John Oliver and Associates and consisted of a site plan, preliminary
grading plan, preliminary utility plan, landscape plan, and detail sheets. A revised utility plan was also
• submitted. Based on our review and comments received at the staff review meeting, we would offer
the following comments:
A. SITE PLAN
• At the south side of the site, there is an access road that serves as the exit from the drive-
thru portion of the bank and will also serve the next lot to the south. We would recommend
that a connection at the west end of this drive be made back to the bank parking lot. This
will allow a secondary exit method for vehicles using the inside bank facilities.
• We question why the handicap parking stalls are located so far away from the front door.
Perhaps it would be better to have them located more centrally in front of the bank
building.
• The sidewalk in front of the bank building should run further to the west to connect with the
curb line of the parking lot. Currently, the sidewalk stops about 10 feet short of the curb
line.
• The two parking stalls in the northwest corner are very undesirable. If vehicles are parked
in both sites, there is not enough room for the vehicle adjacent to TH 169 to back out of the
parking stall.
• The existing driveway locations should be shown on the east side of Zane Street to
determine how the proposed driveway lines up with the existing driveway.
• The plat of the area should also be shown on the submittal package to ensure that there
are no lot lines that need to be moved and easements vacated or new easements granted.
•
Ltr 2-19-02 Harlicker
1326 Energy Park Drive • St. Paul, MN 55108 • 651/644-4389 fax 651/644-9446 toll free 888/368-4389
• Mr. Scott Harlicker
February 19, 2002
Page Two
B. PRELIMINARY GRADING PLAN
• The proposed access to the northerly existing road servicing the Wash 'N Fill is relatively
steep at 3% grade flowing into the parking lot. Even though a concrete valley gutter is
proposed across this driveway, it is unclear how stormwater from the Wash 'N Fill site will
be kept out of the bank parking lot. It appears that stormwater flowing from the Wash 'N
Fill along this access road to Zane Street may flow into the Sterling Bank parking lot.
• On the east side of the proposed parking lot, the center top of curb elevation is shown as
897.67. It appears that this elevation is too low if drainage is intended to flow from here to
a catch basin with a top of 897.63.
• On the drive-thru portion of the proposed bank building, a proposed storm sewer line is
shown through the area for the future expansion of the drive-thru. We would suggest that
- the storm sewer line be moved to the south, out of the way of the future expansion, so that
it does not have to be moved or impacted in the future if the drive-thru is, in fact,
expanded.
• The access road at the extreme south portion of the site needs to have catch basins
installed near the intersection with Zane Street to eliminate storm water exiting the site,
draining directly onto Zane Street.
IPThe elevations at this entrance road of 898.84 are wrong.
C. UTILITY PLAN
• The initial utility plan showed sewer and water services coming from the northern side of
the building. The revised utility plan shows the sewer and water services coming from the
lot to the south. We would recommend that the revised plan not be implemented because
the sewer and water services to the south are intended for the next lot. With the revised
plat of this area, there are actually more lots platted than there are sewer and water
services available, which means that at some point Zane Street will have to be open-cut to
provide additional services. If sewer and water services are used faster than intended,
there will be more open-cuts of Zane Street. Therefore, we would recommend that the
sewer and water services be obtained from the north side of the building as originally
planned.
• The 8-inch water line brought into the building for fire sprinkling needs to have a domestic
service tapped off of it prior to entering the building.
• The sanitary sewer line which comes from the existing manhole in the access road at the
south end of the Wash 'N Fill site is 150 feet long (it is mislabeled on the plan as 105 feet).
Because it is over 100 feet long, there needs to be a cleanout on the line at some point.
• The existing two hydrants, one centrally located in front of the building along Zane Street
and one located to the north of the building adjacent to the access road, have been
reviewed with Fire Chief Bruce West and he is comfortable with these two existing
II
hydrants providing fire protection.
Howard R. Green Company
Ltr 2-19-02 Harlicker CONSULTING ENGINEERS
• Mr. Scott Harlicker
February 19, 2002
Page Three
If you have any questions regarding these comments, please call.
Sincerely,
Howard R. Green Company
CG
Terry J. aurer, P.E.
TJM:tw
•
IP
Howard R. Green Company
Ltr 2-19-02 Harlicker CONSULTING ENGINEERS
Item # 5.2
III
>-(•
City of
Elk -�-1
River
MEMORANDUM
TO: Planning Commission
FROM: Chris Leeseberg, Planner
DATE: February 26,2002
SUBJECT: Supplemental Memo for CU 02-04
Sterling Community Bank
Attachments
• Staff Option A
III
• Applicant's Option
• Staff Option B
Parking and Circulation
In response to the circulation issues with the proposed site plan,staff met with the applicant
to resolve the concerns. As stated before, staff has concerns about the amount of traffic
that might be generated from the drive-thru teller windows and how it may be circulated
towards the exit on the north side of the property. Staff suggested rotating the building 90
degrees to allow for less confusing traffic patterns(Staff Option A). The applicant agreed to
turn the building 90 degrees but prefers having a straight line exit south out of the east
parking lot (Applicant's Option). Staff proposed offsetting the exit more to the west to
allow a greater distance from the intersection to Zane Street (Staff Option B).
III
Planning Commission
February 26,2002
Page 2
IllRecommendation
Based on conversations with the applicant and their willingness to rotate the building to
improve the traffic flow, staff recommends that the Planning Commission recommend
approval of the Conditional Use Permit to allow the construction of a banking facility
(Sterling Community Bank) with the following conditions:
1. A SITE PLAN SIMILAR TO THAT OF THE STAFF OPTION B IS
UTILIZED.
2. ONE ADDITIONAL HANDICAP-PARKING STALL SHALL BE
PROVIDED.
3. INDICATE LOCATION OF THE MONUMNET SIGN ON THE SITE
PLAN.
•
•
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= I hereby certify o-tify that this plan,IpsDATE 1/02/02 REV DATE DESCRIPTION
\—% m STERLING STATE BANK John Giver A Associates, Inc. Iflaattan,r repel woe prepared by N0.
^� assMw.re Lee w...My +es+wry me r undermy directwpervYen DESIGN BY: DLC 1 2/20/02 PARKING AREA REVISION
P ELK RIVER. MN s o AA,.A...... and that I am a duly Licensed Prof-
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� -ak\ SITE PLAN -ut'reati„i." ,�rtrot< Signature TEXT: NONE
Date: 1/O2/02 Reg.No.20383 FILE NO.: 8136.10-0.3
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c• I/� S' ��' 1{/ ` I I. THE CONTRACTOR SHALL REMOVE ALL EXISTING DEBRIS
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_:„1. �"r�p •i/�A' y!s•M' 53,10 �W w,1` I FROM THE SITE AND DISPOSE OF IN ACCORDANCE TO THE .ni�$ _
', 1,r i 11� 4 ` ,P ��`" CITY OF ELK RIVER STANDARD SPECIFICATIONS. .6111.4'/ 8,
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�' �" ~ Y'_" \ �' I2. CONTRACTOR RESPONSIBLE FOR NOTIFYING ALLt �'i tt \ \.� 4 -'� '� TN - •'x.39 \�` I LOCATIONUTILITY OMPANIES OF ALL UTLTIIES OWNE RORTION NOTAND SHOWN�FYINC w EE 3 N
t� .E o�� SQA'\ '�� 3. THE CONTRACTOR IS RESPONSIBILE FOR OBTAINING u'3o-W 8 o1` ''/ 0.9J ` / \ ALL NECESSARY PERMITS. ��a�aIi1U /' 14. REMOVE ALL TOP SOIL WITHIN LIMITS OF CONSTRUCTION. !o�■:• 1��/ •i / \ \ \ STOCKPILE SUFFICIENT TOP SOIL TO SPREAD THROUGHOUT I ii
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�\ i ry AREAS NOT SCHEDULED FOR BUILDINGS OR PAVING.
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6. AREAS DISTURBED BY GRADING ACTIVITIES SHALL BE �b 7
`\N ` SAO end \�\ HOURS AFTER COMPETION OF GRADING WITH 4' OF TOP SOIL AND SACTIVIT ES.D WITHIN 72 i
\ \ `� F1J+"" ` l 7.WHERE EXISTING CONCRETE CURB AND GUTTER IS TO BE ,�N
G `\ \� 1��TRi\ � g (11k AT \. \ \^` REMOVED IT SHALL BE REMOVED AT THE NEAREST EXPANSION b
\�, "S9 + '\ JOINT, OR IF NOT AT A JOINT THE CONCRETE SHALL BE
\ 1 SAW CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW M 91
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\c,4 9 STERLING STATE BANK ✓� Oliver A Associates, tic. Mcatim,r report wan Prepared by
+i - aid a erw.s.d PI . mer under my direct eupruAetan DESIGN BY: DLC 1 2/20/01 REVISED PROPOSED UTIUTIES
ELK RIVER. MN a6o 9.4.Awew. and that I om a duly Licensed Prof— DRAWN BY: DIA
P Ne Aber, A nue tie 66a2o animal Engines under the laws of
713-44S-2072 Jur 7ta-44f-6163 the state of Minnesota CHECKED BY: DLC
DWG SSB—UTILDW6
in\ PRELIMINARY UTILITY PLAN Wo.. «Ab
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.ret A4ilk (.rtes.yaw.eota signature: TEXT: NONE
Datc 1/02/02 Reg. Na 2036.7 FILE NO.: 61J6.10-03
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I hereby certify that this survey REV
Ower 1 Associates, Inc. or reprred t was prepaby ma DATE: 1/02/02 N0. DATE DESCRIPTION
\� STERLING STATE BANK ./O/Mi a,,lam....,.,t.,.,,.,.,.,,,mm a.m.. ar underW° my direct supervision and DESIGN BY: DLC 2/20/02 PARKING AREA REMSION
o ELK RIVER, MN 600 110110411wrsrs
e% / that I am a duly Licensed Land DRAWN BW ON
ilk Riser.M4ssse.Is 66700 state Minnesota.e laws aT the
753-441_!077 /AZ 753-441-60f6 CHECItED BY: DLC
\ Winn in:i& + � DWG: SSB-LA NONE
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Date: 1/02/02 Rey No. 21729 FILE NO.: 6136.10-03
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T1 hereby citify that this plan.Wm- DATE: 1/02/02 DATE DESCRIPTION
\.T! STERLING STATE BANK John Oiivel a Associates, inc. • art was Prepared by
MrMIII4.Aeee Alreryey ml or r..P
Ar.e~NOW mer under my dtreet suprlAdon DESIGN BY: DLC
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ELK RIVER, MN 4E11 ooye Avenue and that I am a duly Licensed Prof- DRAWN BM. DM
Ci sur Mum 2§§wase 441140 erland EngineerMin under the Iowa of
747-•241-2072 nr 7117--40-44116 the stab.of Minnesota CHECKED BY. DLC
Offline k l@ Maw,hrnsvUle DWG SSB-DETLDWG
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/Weekly,'Pork Menne"se Signature: TEXT: NONE
Date: 1/02/02 Reg.No.20383 FILE NO.: 6146.10-03
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