03-17-08 PCITEM 3.7
NORTHWEST ASSOCIATED CONSULTANTS, INC.
4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422
Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.corn
PLANNING REPORT
TO: Otsego Planning Commission
FROM: Daniel Licht, AICP
RE: Otsego — GRC/TCF Bank; Site and Building Plan Review
REPORT DATE: -12 March 2008 ACTION DATE: 12 April 2008
NAC FILE: 176.02 — 08.06
BACKGROUND
HTG Architects has submitted plans on behalf of TCF National Bank for development of
a 4,600 square foot bank office building on Lot 1, Block 1 Great River Centre (GRC).
The subject site is located at the northeast corner of Parrish Avenue (CSAH 42) and
87th Street. The Comprehensive Plan guides the subject site for commercial land uses
and the property is zoned PUD, Planned Unit Development District in accordance with
the ordinance and standards approved by the City Council on 13 March 2006. The
submitted plans are subject to site and building plan review pursuant to Section 9 of the
Zoning Ordinance and GRC PUD District. A public hearing is not required for site and
building plan review applications.
Exhibits:
A.
Site location
B.
Site Plan
C.
Landscape Plan
D.
Grading Plan
E.
Utility Plan
F.
Lighting Plan
G.
Exterior Elevations
H.
Floor Plan
ANALYSIS
Comprehensive Plan. The subject site is guided for commercial land uses by the
Comprehensive Plan as part of the City's primary retail and service business area
surrounding the TH 101/CSAH 39 interchange. Bank uses are consistent with the
intended character of the area as a location for businesses that provide service to local
and regional patrons.
Zoning. The GRC PUD District approved 13 March 2006 established allowed uses as
the same as allowed within the B-3, General Business District. Banks are a permitted
use in the B-3 District.
Building Design. The proposed building is a one story structure utilizing two colors of
brick for the exterior fagade. The brick is used on all four sides of the building for a
uniform appearance and the materials and design of the building is consistent with the
recommendations of the PUD District. The PUD District establishes a 24 foot / 1 story
height limit for the subject site to protect viewsheds of the SuperTarget store from
Parrish Avenue. The section of the building at the entrance rises to a height of 26 feet
to emphasize the "front" of the building. The additional two feet of height is allowed by
Section 20-17-3.13 of the Zoning Ordinance for this section of the building as it does not
include usable floor space.
Landscape Plan. A landscape plan proposing generous site landscaping has been
submitted. The landscaping along Parrish Avenue and 87th Street include plantings
installed as part of the overall development and gateway monument sign. A row of Red
Twigged Dogwood and Tiger Eyes Sumac is provided along the westerly property line
to screen the drive through lanes. During leaf -off conditions the chosen plants will
break up views of the drive through if not fully screen it. The sizes of the proposed
deciduous, ornamental and coniferous trees must be specified in the form required by
Section 20-16-7.C.2 of the Zoning Ordinance. The landscape plan notes state that an
in -ground irrigation system is to be provided.
Lot Requirements. The subject site is platted as Lot 1, Block 1 Great River Centre.
The lot area is 1.01 acres and the lot width (measured from the front setback line to 87th
Street) is 172 feet. There are no minimum lot area or width standards established by
the PUD District with the adequacy of the lot based upon compliance with applicable
setbacks and provision of a functional site plan that provides adequate access,
circulation and off-street parking.
Setbacks. A 30 foot setback is required from Parrish Avenue (CSAH 42) and 87th
Street. There is no specific setback established by the PUD District for the internal
north and east lot lines abutting the SuperTarget parcel. Parking areas and drive lanes
are required to be setback 10 feet from public rights-of-way. The site plan shows that
the proposed building and parking areas conform to the setback requirements
established by the PUD District.
2
Pedestrian Access. A trail has been constructed along the east side of Parrish
Avenue and sidewalk constructed along the north side of 87th Street abutting the subject
site. An access has been from the sidewalk on 87th Street at a location that aligns with
the sidewalk on the front (east) side of the building.
Vehicle Access. Access to the subject site is required to enter off of 87th Street or
Quaday Avenue and across the SuperTarget parking lot. The drive aisles within the
SuperTarget parking lot facilitate traffic movement to the subject site. Traffic exiting the
site may utilize a right -out only movement back onto 87th Street or cross the
SuperTarget parking lot to full accesses at 87th Street or Quaday Avenue.
Off -Street Parking. Section 20-21-91 of the Zoning Ordinance requires banks to
provide one off-street parking stall per 250 square feet of net floor area. The
calculation of required parking is shown below:
4,600sf. x 10% / 250 = 17 stalls
The site plan provides 23 stalls with additional parking also available in nearby stalls
within the SuperTarget parking lot. As such, the parking provided exceeds Zoning
Ordinance requirements. All of the parking stalls and drive aisles are designed to the
dimensions, surfacing, curb and striping required by Section 20-21-4.H of the Zoning
Ordinance.
Drive Through. The proposed bank has drive through facilities on the west side of the
building with three teller lanes and an ATM lane. The width of the aisle west of the ATM
lane is sufficient to allow a vehicle to bypass the drive through facility. Section 20-21-
9.M of the Zoning Ordinance requires 180 feet of stacking space (equal in length to
approximately nine cars) for each drive through lane. Our office believes this standard
is outdated in that electronic banking has reduced the peak traffic generated by drive
through bank windows. There is space for approximately four vehicles in each lane with
additional space provided in the drive aisle on the north side of the building where the
employee parking is located. Signs two square feet in area or less should be posted in
front of the eight stalls on the north line of the site designating them for employee
parking only.
Signs. The subject site is a corner lot facing Parrish Avenue and 87th Street. Section
20-37-5.0 of the Zoning Ordinance allows signs up to 100 square feet to be installed on
two facades of the building facing public streets. The building elevations show one 70
square foot internally lit wall sign installed on the west fagade facing Parrish Avenue.
Another of these signs is proposed to be installed on the east fagade, which faces the
site entrance. Given that the east fagade is also the location of the building entrance,
the proposed location of the sign is appropriate.
The PUD District established locations for shared monument signs at the entrances to
the Great River Centre instead of individual freestanding signs on each lot. The sign is
required to be setback 10 feet from property lines. The location of the sign on the
subject site encroaches within the required setback and is also within a drainage and
utility easement. A gateway monument sign is to be constructed on the southwest
corner of the subject site. City staff recommends moving the sign to meet the setback
requirement by revising the radius of the curb on the outside of the drive through to
make sufficient space to accommodate the sign. Plans for the gateway monument sign
have been previously submitted for a sign permit and conform to the provisions of the
PUD District, which allows a sign structure 15 feet tall, 25 feet wide with a display area
of 64 square feet.
Lighting Plan. Section 20-16-10 of the Zoning Ordinance limits exterior lighting cast to
the property line abutting public rights of way to 1.0 foot candle or less. The light cast
on the south property line exceed the Zoning Ordinance allowance. We would
recommend that the pole mounted fixture on the south side near the south lot line be
moved to a location on the north side of the drive aisle or a fixture mounted on the
building is uses. A shield could also be installed on the south side of the fixture to direct
light to the north. Street lights installed along 87th Street within the public right-of-way
will likely cast sufficient light onto the southern portion of the site. All other exterior light
locations conform to the Zoning Ordinance. The exterior lighting to be installed on site
are shown to be shoebox fixtures that cast light downward as required by the Zoning
Ordinance.
Trash. An enclosure for exterior storage of trash containers is provided on the north
side of the building. The trash enclosure is six feet tall and constructed of the same
brick used for the principal building. A maintenance free gate is provided to fully screen
the trash containers. The trash enclosure complies with the requirements of Section 20-
16-15.B.3 of the Zoning Ordinance.
Utility Plan. The proposed building will be connected to City sewer and water utilities
from existing service in 87th Street. SAC and WAC fees for connection to the City
utilities will be calculated and must be paid at the time the building permit is issued. All
utility plans are subject to review and approval by the City Engineer.
Grading Plan. A grading plan has been submitted for the proposed site plan.
Stormwater is to be conveyed from the subject site to the linear pond to the south
extending from Parrish Avenue east to the regional pond east of Quaday Avenue. All
grading, drainage and erosion control plans are subject to review and approval by the
City Engineer.
RECOMMENDATION
The proposed construction of a TCF National Bank is appropriate use for the subject
site consistent with the City's goals for commercial development in this area of the City.
Furthermore, the site and building plans comply with the requirements of the Zoning
Ordinance and GRC PUD District. Our office recommends approval of the application
as set forth below, subject to comments of other City staff.
4
POSSIBLE ACTIONS
A. Motion to approve the submitted site and building plans for TCF National Bank
subject to the following conditions:
The landscape plan is revised to state the sizes of proposed plants in the
form required by Section 20-16-7.C.2 of the Zoning Ordinance.
2. Signs two square feet in area or less are to be posted in front of the eight
stalls on the north line of the site designating them for employee parking
only.
3. The site plan is revised to locate the gateway monument sign to be
setback 10 feet from all property lines, subject to review and approval by
City staff.
4. The lighting plan is revised such that the light cast at the south property
line conforms to Section 20-16-10 of the Zoning Ordinance.
5. SAC and WAC fees for the proposed use shall be calculated by City staff
and paid at the time a building permit is issued.
6. All utility plans are subject to review and approval of the City Engineer.
7. All grading, drainage and erosion control plans are subject to review and
approval of the City Engineer.
B. Motion to deny the application based on a finding that the request is inconsistent
with the Comprehensive Plan, Zoning Ordinance and PUD District.
C. Motion to table.
Mike Robertson, City Administrator
Judy Hudson, City Clerk/Zoning Administrator
Andy MacArthur, City Attorney
Ron Wagner, City Engineer
Kendra Lettau, HTG Architects
NE 88TH STREET
GENERAL MERCHANDISE
OTSEGO, MN S09
SITE DATA WYAN*
PARCEL PARCEL PARCEL OSS BUILDIN PARKING PARKING PARKING
DESCRIPTION AREA USE AREA REQUIRED PRONDED RATIO -
LOT 1 1.01 AC IRETARL BANK , 'IRI SF 16 27 5.00 1000 pl%yRu' 1ASnNG pfiATtONsltlps
LOT 2 Ia.06 AC RETAIL 187,800 SF 819 STALLS 782 STALLS 4.18 1000
LOT 3 },50 AC RETAIL 38,300 SF 138 STALLS 181 STALLS 4.73 1000
LOT 4 1.16 AC
TOTAL 19.77 AC 228,1OD 5F el] STALLS 969 STAI1 4.29 1000
RVAN COMPANNOUA 9VC
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461p.YYy,
�tP.AVANCOYP.WI4COY
A rrOleCT NAYS
N TCF NATIONAL
BANK
o®
SCALE IN TEST
, ocA]roN
OTSEGO,
MINNESOTA
OVERALL SITE PLAN
EXHIBIT A
C2
20,000
15,000 SF
0
I�
RETAIL
:11 SF
.IFI v. i■�i
U7; 9 x.
r
v
v
, ocA]roN
OTSEGO,
MINNESOTA
OVERALL SITE PLAN
EXHIBIT A
C2
KEY NOTE5
Naarpr � rw eu� re
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n SIGNS
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V I I TCF BANK I.
, 1 -
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I I�
j! I NE 87TH ST
n SITE PLAN
V I-xw-0.
9300 Hennepin Town Ftoad
Eden Prairie. MN 55347
Td: 952.2788888 Fax 952,278 8N2
PROJECT
TCF NATIONAL BANK
NEW CONSTRUCTION
GREAT RIVER CENTRE
OFOTSEGO
NEC PARRISH AVE & 67TH ST
OTSEGO, MINNESOTA 55330
MW DATE
eEY1510N5
DATE W.
$QQ = fRYfls.nH
SITE PLAN
EXHIBIT B
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W. -al �,rx
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m
PARRISH AVE NE (CSAH NO 42 )
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s 10
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s e H if CONSTRUCTION I
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y
GRADING NOTES
CONTRACTOR SHALL FIELD VERIFY All ELEVATIONS OF
CYAN®
EXISTING TOPOGRAPHIC FEATURES PRIOR THE
UTILITIES AND TGRADIN
. THE
COMMENCEMENT OF SITE GRADING. TIE CONTRACTOR SHALL
EME AL
IMMEDIATELY NOTIFY THE ENGINEER OF dSCREPANgES
VARIATIONS FROM THE PLANS.
eulLOxc LAsnNO REUT1oNSHIPs
ALL EXISTING UTIUTY LOCATIONS SHOWN ARE APPROXIMATE.
CONTACT 'GOPHER STATE ONE CALL' (651-454-0002 OR 811) FOR
NUTILITY
LOCATIONS, 48 HOURS PRIOR TO EXCAVATION.
CONTRACTOR SHALL STRIP. STOCKPILE AND RE—SPREAD SUFFICIENT
Esu; srvc.
0 20 ♦o
TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH (COMPACTED) TO
......Fo mry ssws
®
ALLDISTURBED AREAS TO BE SODDED OR SEEDED.
zau
SCALE IN FEET
THE SITE GRADING OPERATIONS. WIZEN COMPLETED, SHALL RESULT
cDa+z URw O.
IN ALL AREAS BUNG GRADED TO 'PLAN SUBGRADE ELEVATION.
THIS 'PLAN SUBGRADE ELEVATION' SHALL BE CONSISTENT WITH
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THE GEOTECHNICAL REPORT FOR BUILDING AND PAVEMENT AREAS.
THE 'PLAN SUBGRADE ELEVATION' IN THE PARKING LOT AND
DRIVEWAY AREAS SHALL BE DETERMINED BY CHECKING THE
—1—
PAVEMENT SECTIONDETAILS AND REFERRING TO PAVING PLAN FOR
LOCATIONS AND UMI TS OF VARIOUS PAVEMENT SECTIONS.
TCF NATIONAL
ALL SPOT ELEVATIONS REPRESENT FINISHED SURFACE OR OUTTER
BANK
UNE GRADES UNLESS OTHERWISE NOTED.
EXISTING TOPOGRAPHY PROVIDED BY WESTW'OOD PROFESSIONAL
SERVICES,
STORMWATER QUALITY AND QUANTITY ACCOMMODATED IN OFF—SITE
PONDING.
GEOTECHNICAL EVALUATION REPORT PREPARED BY BRAUN INTERTEC
FOR RYAN COMPANIES ON MARCH 16, 2078.
OISEGO,
MINNESOTA
LEGEND
ExlsnNc MINOR CON— — — —754-- —
1R®97DIN
GRADING, DRAINAGE
E .TO R L R 754—
5E EROSION CONTROL
PROPOSD) MRN1R COIROIIR 754—
PLAN
---760---
PROPOSED MANOR CONTOUR ----760---
-E
dWN40E OIR1:CTpN ►—
COST.
u�Dv'a
tlf2p.mYwt•rtK
STORM SEW EW Kms—
PROPOSED STORM $EWER K--f—
SAT FEKCE
EMERDDK.Y oSTnFIDw ►.►
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C2
BENCHMARKS
EROSION CONTROL NOTES
per'
V
1. TOP NUT HYDRANT N.E.
QUADRANT
ANTEOF CSM 42116
THESE PLANS ARE IN ACCORDANCE WITH THE NATIONAL PODU11M
DISCHARGE ELIMINATION SYSTEM (NPOES).
AND
NGVD 1929)
ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO
COMMENCEMENT OF SITE REMOVALS GRADING OPERATIONS AND BE
pQ'
ML
A,
MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN
RESTORED.
2Q
ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH
CRUSHED ROCK ACROSS FULL WIDTH, FROM ENTRANCE POINT TO 75
FEET INTO CONSTRUCTION ZONE (REFER TO DETAIL).
ALL SLOPES 3:1 OR STEEPER. NOT TO BE SODDED AND GREATER,
THAN 8 FEET IN HEIGHT, SHALL HAVE EROSION CONTROL FABRIC
INSTALLED ON SLOPE PER MNDOT SPEC. 3885. VERIFY RESTORATION
ev.a.0 .ie RpiM�w.AW
us�RenaArlrN WWE�P�ewR�
METHOD AND SEED MIXTURE. CONTRACTOR TO SUBMIT SHOP
DRAWING TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.
Hewar4Hra�rr
TEMPORARY EROSION CONTROL (INFRASAFE OR APPROVED
EQUIVALENT) TO BE PLACED AROUND STORM SEWER STRUCTURES
DURING CONSTRUCTION (REFER TO DETAIL).
SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL
OMiY WH�e
DEVICES A6 NECESSARY AND MUST BE REMOVED IF DESIGN
CAPACITY HAS BEEN REDUCED BY 5OTL
SEDIMENT TRACKED OF—SITE, AS A RESULT OF CONSTRUCTION
Rscssr THON rvo. on
TRAFFIC, SHALL BE MINIMIZED AND SWEPT ON A DAILY BASIS.
Roe
ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD. SEED, WOOD
FIBER BLANKET OR PAVED SURFACE WITHIN 14 DAYS.
CONTRACTOR/OWNER SHALL ADOPT THE CONDITIONS THE
Toe rvumaeR xHsroar
EXISTING NPDES STORM WATER PERMIT FOR THE OVERALL GREAT
RIVER CENTRE OF OTSEGO PROJECT.
EXHIBIT
M.—M.-
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6
-
[�616]F
� ST
u, GIP WAIEPMA.
TES
UTILITYCMAC
RYANO
OR SHA
CONTRACTOR SHALL FIELDRAPH VERIFY LOCATIONS AND ELEVATIONS OF EXISTING
UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT
SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEEEC R
OF DISCREPANCIES OR VARIATIONS FROM TIE PLANS.
—_
aH1Il>HNG TASTING REunoNSHIM
ALL EXISTING UTILITY LOCATONS SHOWN ARE APPROAMATE. CONTACT
GOPHER STATE ONE CALL- (651-454-0002 OR 811) FOR UTILITY
LOCATIONS, 48 HOURS PRIOR TO EXCAVATION.
WATER MAIN. SANITARY SEWER @ STORM SEWER CONSTRUCTION SHALL
FsS Hc.
MNO,.,.,pell,,
THE CURRENT EDITION OF
CONFORM TO STANDARD SPECIFICATIONS FOR
MN�eMavmM
WATERMAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND
STORM SEWER INSTALLATION' AS PREPARED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA.
XwN.Mao u.
CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04
WWWArwcoMewlas.wH
FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPEO 0.15 FEET PER
DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN 00 NOT REFLECT SUMPED
ELEVATIONS,
—J—
REFER TO SITE PLAN FOR CURRENT HORIZONTAL DIMENSIONS AND LAYOUT.
TCF NATIONAL
ALL WATER PIPE TO BE DUCTILE IRON PIPE (D.I.P.) CLASS 52 UNLESS
BANK
OTHERWISE NOTED.
A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,
UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A
MINIMUM OF 18' VERTICAL SEPARATION TO SANITARY OR STORM SEWER
ONES.
A MINIMUM OF IB INCHES OF VERTICAL SEPARATION AND 10 FEET OF
HORIZONTAL SEPARATION IS REWIRED FOR ALL UTUTES. UNLESS OTHERWISE
1nG,r1aN
NOTED.
OTSEGO,
ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 35
MINNESOTA
UNLESS OTHERWISE NOTED.
eHsl TTS
CONTRACTOR SHALL MAINTAIN AS–BUILT DOCUMENTS THROUGHOUT
CONSTRUCTIM AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETON
[J[((,I]'] PLAN
OF WORK,
SEE MECHANICAL PLANS FOR POST INDICATOR VALVE, SAM FLOW
PREVENTER. AND DOMESTIC METER LOCATIONS.
CONTRACTOR SHALL COORDINATE LOCATIONS OF PVC SLEEVES UNDER
PAVEMENT FOR IRRIGATON WITH LANDSCAPE/IRRIGATION CONTRACTOR,
O=
J�
A4Z;
2y
N
0®
/LSO
°`
STALE IN FEET
A
LEGEND
«� ODgTES FASTING STWM SEVER
Ie- nm.. WpM IwM..PbX bn.
Mwa W, ebe,a Mmww,.
�IX� OEIgf6 PRDPDSED STORM SCAER
-I -I- DENOTES EASTNG WAR]OAMN
�1�1� OFIgiES %LOPOSFD WAIERMMN
< DfxOTE] EXISDNG E.wrtARr SERER
< ODIOTES PROPOSED SA.- SEWER
Q • ODplES EXISTING STORM WNHOLE/ W
TION No. GATE
• DENOTES PROPOSED STORM --/ OB
ODgiFS PROPOSED SrtE HYDRWf
N DENOIEs RROPOSEO GTE VAIK
esmn.m...uuc
EXHIBIT E
C6 RER
C -EX 38
G -EX 38
F 38
F 38
H 38
D -SK -EX 38
F 38
b.t b. b.4 g. • .1 .4 .x 2.3 .z 1.7 .6 !.9 .9 .8 b.3
b.l b. I b.1 19 1 5.7 3.0 .z V8 .e .t b.6
b.l b. b.3 7 1.7 b.4 .6 10.6 S.3
b.t b. b.z t.1 X 10.2 .3
b.l b. b.t 1 4 1.2 .o S. 3 3. .4 71.4 73.5
b.1 b. b.1 1 0 1.9 4.9 4.1 '4.1 14 b.4 .8 .6 .9 4.2 .♦ .2 .6
4.1 4. b.6 %.9 5.8 S.3 '1.6 4.3 'J.3 °1.3 1.3 1.1
O
b.o b. 5.2 5.e g. �Ot , .4 4.a .5 9.3 1
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b.0 b. 1j.2 O c rao a 4.0 4.9 4.7 t.2 4.6
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b.0 b. t.6 .9 4.7 41 t.2 0.1 4.5 .4
clopS
b.o b. Al 9 4s 4. 4s .5 10.4 B .e 5. .1
a D -SK -EX
b.o b. b.1 1.s 13 S.z 5.a .x 4s .9 a 9. 4. .o °.7 g1
b.o b.o I b.0 b.l I a b.7 1.4 4.2 h.2 L6 1.1 b. z s2.7 g.6 9.4 5.9 9.2 1.1
0 0
b.o b.o b.o b.oIllIllb.2 .z
I
NE 87TH ST
b.0 b.0 I b.o b.o b.o b.l b.1 b.t b.l b.2 b.l ba
b.o b.o I b.0 b.0 b.o b.o b.o b.o b.0 b.t b.l b.o b.o b.o b.o b.o b.o b.o b.o
b.o b.o I b.o b.o
b.o- b.o I b.o bX b.0 b.o b.o b.o b.o b.o b.0 b.0 b.0 b.o b.o b.o b.o b.o
OZ SITE LIGHTING PHOTOMETRIC PLAN
On Site Lighting & Survey, LLC
PH 763-684-1648
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RYAN'
BUIIDINa 4anNG R[IATKINSHIYS
4t4meus,aac
i- rrre
TCF NATIONAL
BANK
OTSEGO,
MINNESOTA
UGHTING PLAN
wwr°a Mu+runM ny
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EXHIBIT F
Symbol ply
Label
Arron9ement
Lumens
LLF
Description
-� 3
F
SINGLE
110000
0.750
Visionoire American FAME-4-T3-1000MH-VLFG-HOUSE SHIELD -
1
H
SINGLE
110000
0.750
usionaire American FAME -4 T3-IOOOMH-VLFG O 38' mlq ht. -Pc
t
C -EX
3 O 90 DEGREES
110000
0.750
EXISTING FIXTURE TO REMAIN - SHOWN FOR REFERENCE ONLY
-® 1
C -EX
SINGLE
110000
0.750
EXISTING FIXTURE TO REMAIN - SHOWN FOR REFERENCE ONLY
1
O -SK -EX
BACK -BACK
110000
0.750
EXISTING FIXTURE TO REMAIN - SHOWN FOR REFERENCE ONLY
On Site Lighting & Survey, LLC
PH 763-684-1648
arw, w rrrr
RYAN'
BUIIDINa 4anNG R[IATKINSHIYS
4t4meus,aac
i- rrre
TCF NATIONAL
BANK
OTSEGO,
MINNESOTA
UGHTING PLAN
wwr°a Mu+runM ny
•aMy
n.• i M u�,.' �'. r r � e., m.
EXHIBIT F
ieii u�i�YGu.."iii&L"ii. ""' - a� P+•'31 n .
0000,a-�-moi®leer
��
_ 1■I I�1�q ,fi ■rs.]
e �.N"irnu.sr
EAST ELEVATION
��ORTH ELEVATION
E, ZE�LT ELEVATION
r�nn r —
cceNee�� E .. 1 acn cc rcuaE ....a ;
r 1 �■
n SOUTH ELEVATION
yBYI•-0'
9300 Hennepin Town Ft d!
Ed— Prairie, MN 55347
Tel'. 852.2788880 Fu 952378.8822
TCF NATIONAL BANK
NEW CONSTRUCTION
GREAT RIVER CENTRE
OF OTSEGO
NEC PAAAISH AVE & 87TH ST
OTSEGO, MINNESOTA 55330
REVISIONS
DATE N0.
MfuiRtiv F
E �ytil�uu+r � ��qe
EXERMM EEVATOS
EXHIBIT c--
43
43
TRASH / HVAC ENCL05)RE PLAN
LTJA
Lj: 110 Lj: :10
--------------------- ---
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Asn
gm al.
of
TRA5H HVAC ENCLOSURE ELEVATION n MAIN LEVEL PLAN 41
Eden Pride, KIN 55347
T* 8522788888 F. 852278.8822
PROJECT
TCF NATIONAL BANK
NEW CONSTRUCTION
GREAT RIVER CENTRE
OF OTSEGO
NEC PARRISH AVE & 87TH ST
OTSEGO, MINNESOTA 5W
DAN W.
ma --un
wa
MAIN LEVEL PLAN
EXHI13111-r
El:
----- - -----
El:
--------------------- ---
HE 0(1 o
Asn
gm al.
of
TRA5H HVAC ENCLOSURE ELEVATION n MAIN LEVEL PLAN 41
Eden Pride, KIN 55347
T* 8522788888 F. 852278.8822
PROJECT
TCF NATIONAL BANK
NEW CONSTRUCTION
GREAT RIVER CENTRE
OF OTSEGO
NEC PARRISH AVE & 87TH ST
OTSEGO, MINNESOTA 5W
DAN W.
ma --un
wa
MAIN LEVEL PLAN
EXHI13111-r
"Hakanson
Anderson 3601 Thurston Avenue, Anoka, MN 55303 t _
AssoC.,InC. Phone: 763/427-5860 Fax: 763/427-0520
MEMORANDUM
To: Honorable Mayor and City Council
cc: Mike Robertson, Administrator
Judy Hudson, Clerk
Dan Licht, NAC
Andy MacArthur, City Attorney
Ronald Wagner, P.E. City Engineer
Rich Thiermann, TCF National Bank
Kendra Lettau, HTG Architects
Daniel Larson, P.E. Ryan Companies US, Inc.
From: Brent Larson, P.E.
Date: March 12, 2008
Re: TCF National Bank - Lot 1, Block 1 Great River Centre 0 Addition
We have reviewed the Plans, dated 2/12/08, for the above -referenced project. It is assumed that since this
is the first submittal, the plans are to be considered for preliminary and final acceptance and therefore must
meet all requirements pertaining to preliminary and final submittals. We have based our review on this
assumption and would offer the following comments:
Existing Conditions
Boundary lines shall include bearings, distances, and curve data.
2. The existing zoning classifications for land in and abutting the subdivision shall be labeled.
3. Adjoining unsubdivided or subdivided land shall be identified by name and ownership.
4. The existing 2 -foot contours shall be depicted.
5. The legend does not identify the Easement, Property/Boundary, or Right -of -Way (R.O.W.) lines.
6. The overhead electric and telephone lines east of CSAH 42 have been relocated underground.
Please verify and revise.
Site Plan
1. No sign or sign structure, unless otherwise regulated by this Section, shall be closer to any lot line
than ten (10) feet. On corner lots, no sign shall be located within the visibility triangle required by
Section 20-16-8. (20-37-3.B) Also, no sign shall be placed within any drainage or utility easement.
(20-37-3.C) The Target monument is proposed to be located closer than the minimum 10' from the
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property line and within the drainage and utility easement in the southwest corner of the site. This
will not be allowed. Please revise.
Grading, Drainage, & Erosion Control Plan
1. Depict the existing contours the proposed contours tie into, for west and south of the site.
2. Provide a minimum freeboard of 12" between the emergency overflow elevation (EOF) and the
Buildings finished floor elevation (FFE) for the low area in the northwest corner of the site.
Currently the low area would overflow through the parking area north of the building at an EOF of
884.20, which is only 0.8' below the FFE.
Paving Plan
The pavement sections match those used throughout the Target site.
Traffic/Access Issues
Access to the site is limited to entering and exiting the site via the Target parking lot. Two
entrances separated by a landscaped curbed median are proposed along the east side of the property.
The nearest City street access is a right -in -right -out intersection at 87th Street.
2. The site provides adequate parking spaces and an acceptable parking/drive aisle layout. (20-21-9.L
and 20-21-4.H.9)
The handicap parking spaces provide 18' of depth and do not meet the minimum 20' depth required.
(20-21-8) The drive aisle width being provided behind the handicap parking stalls exceeds the
minimum aisle width required by 2' therefore the combine depth of parking stall and aisle width
meet the minimum requirements. We recommend striping the handicap stalls so that they meet the
minimum depth requirement.
4. Please submit documentation allowing the shared drive lane along the east side of the property to be
used by the surrounding properties.
Utility Plan
1. Please note that all sanitary sewer service pipes, including the bends and wyes shall be PVC SDR
26.
2. The proposed revised radius of the parking lot curb and gutter in the northeast corner of the site
(Target Site of median) appears it may impact the hydrant and/or the hydrant gate valve. Please
verify.
Hakanson
I-illAnderson
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Stormwater Management
1. The storm water runoff from the TCF Bank site has been accounted for in the Great River Centre
hydrology model. The downstream stormwater system has sufficient capacity to handle the
additional runoff for the fully developed site.
2. This site's storm sewer system discharges to an 18" RCP storm sewer pipe that was stubbed to the
property line in the northeast corner of the site with the development of the Target site. The
downstream storm sewer system has been adequately sized to handle the runoff from the fully
developed site.
3. Design calculations shall be submitted for the onsite storm sewer.
Wetlands
The wetland delineation for the Great River Centre did not identify any wetlands within the TCF
Bank boundaries therefore no wetland impacts are anticipated.
Environmental
1. A statement certifying the environmental condition of the site shall be submitted. (21-6-2.B.10.)
Other Considerations
1. A geotechnical report was submitted for with the Great River Centre development. (21-6-2.B.11.)
Summary and/or Recommendations
We recommend approval contingent on the above comments being addressed.
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laal Hakanson
Anderson
Assoc.,[nc.