CR 05-007 Site Plan Review - Mini Storage
CITY Or:
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December 29, 2004
HOPKINS
Council Report 05-007
SITE PLAN REVIEW - MINI STORAGE
Proposed Action.
Staff recommends the following motion: Move to adopt Resolution 05-004, approving a site
plan review to construct a mini storage at 11001 Excelsior Boulevard.
At the Zoning and Planning meeting, Mr. Aamess moved and Mr. Kjos seconded a motion to
adopt Resolution RZ04-41, recommending approval of a site plan review to construct a mini
storage at 11001 Excelsior Boulevard. The motion was approved unanimously
Overview.
The applicant Warburg StorageMart Partners LP, is proposing to remodel part of the existing
NAPCO building and construct nine new storage buildings to the south of the existing
building. In addition to the storage buildings there will be space for outside storage for boats
and RVs.
The existing NAPCO building is 125,133 square feet. NAPCO will remain in 63,560 square
feet on the west side of the building. The mini storage area will use the remaining 61,573
square feet for an indoor storage facility.
Seven of the nine garage-type buildings will be located on the east side of the storage area
and two will be near the proposed ponding area.
Primary Issues to Consider.
. What is the zoning of the property, and how has the Comprehensive Plan
designated the subject site?
. What are the specifics of the mini storage?
. What was the discussion at the Zoning and Planning meeting?
Supportiue Documents.
. Analysis of Issues
. Site Plans
. Resolution 05-004
Financial Impact: $_ N/ A_Budgeted:
Related Documents (CIP, ERP, etc.):
Notes:
Y/N
Source:
CR05-007
Page 2
Primary Issues to Consider.
. What is the zoning of the property, and how has the Comprehensive Plan
designated the subject site?
The subject property is zoned I-I, Industrial. The Comprehensive Plan has designated the
site as Industrial. The proposed use complies with both documents.
. What are the specifics of the new addition?
Exterior
The new storage buildings will be constructed of steel. The exterior will be earth tone with
forest green doors. The existing building exterior will remain with minor alterations.
Landscaping
The site it required to have 55 trees. The landscape plan indicates 55 trees of the required
size and an additional 63 shrubs. The majority of the trees will be located along the trail in
the rear of the site. There will also be a new landscaped area on the east side of the building;
this area is currently a bituminous strip. There is an existing small strip of green space along
Excelsior Boulevard.
Parking
The storage facility is required to have 63 spaces. There will be 61 parking spaces in front of
the building for the mini storage use. In addition to the parking in front of the building a
renter will be able to park in front of the rented space. Parking for the NAPCO employees
will be located behind the building on the west side. NAPCO is required to have 36 parking
spaces; they will have 52.
Engineering/Public Works
A stormwater pond will be located on the southwest side of the site. Any approvals will be
contingent on the City Engineer approving the plans.
Fire Marshal
The Fire Marshal has reviewed the preliminary plans and found them acceptable.
Access
The existing access to the site is from Excelsior Boulevard on the west side of the building.
This access will remain. Access to the rear area will be either through the building or from
.
CR05-007
Page 3
the western drive aisle to the security gate. The westerly drive aisle is a shared access with
the property to the west.
The NAPCO lot will be fenced separately and have its own access gate. Access to the
NAPCO parking area will be from the westerly shared access drive.
Setbacks
The new buildings require a 20- foot setback. The buildings will have more than a 20- foot
setback.
Watershed District
The site plan indicates a pond on the south side of the site. This pond will be fenced both
from the trail and the storage area. Any approvals will be contingent on watershed district
approval.
Surrounding uses
The site is surrounded by the HCRRA trail to the south, industrial uses to the east and west
and City property to the north.
· What was the discussion at the Zoning and Planning meeting?
Ms. Anderson reviewed the proposed mini storage area with the Commission. Joe Samuel of
RLK, representing the applicant, appeared before the Commission. Mr. Samuel reviewed the
site plan with the Commission. The Commission discussed the access points, hours of
operation, and fencing. No one appeared at the public hearing regarding this item.
Alternatives.
1. Approve the site plan review to construct a mini storage. By approving the site plan
review to construct a mini storage, the applicant will be able to construct the mini-storage
as approved.
2. Deny the site plan review to construct a mini storage. By denying the mini storage site
plan review, the applicant will not be able to construct the mini storage as proposed. If
the City Council considers this alternative, findings will have to be identified that support
this alternative.
3. Continue for further information. If the City Council indicates that further information is
needed, the item should be continued.
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PRELIMINARY PLANS
for
Removals, Site, Grading
Civil Details
for
WARBURG
STORAGEMART PARTNERS LP
HOPKINS, MN
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4 SI TE PLAN
5 GRADING AND EROSION
CONTROL PLAN
6 LANDSCAPE PLAN
7 LANDSCAPE DETAILS
8 CIVIL DETAILS
PROJECT LOCATION
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REMOVAL NOTES
25-117-22-22-0012
Sr,rLE & BAKKEN INVEST LLC
10889 EXCELSIOR BLVD.. HOPK'NS MN 55343
LEGEND
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CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO
THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES
OR VARIATIONS FROM THE PLANS,
ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.
CONTACT "GOPHER STATE ONE CALL" (651-454-0002) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION.
ALL EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO
REMOVALS (SEE SHEET 5).
CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES
AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH
UTILITY COMPANIES.
CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS WITHIN
REMOVAL LIMITS. ALL PERMITS, APPLICATIONS AND FEES ARE
THE RESPONSIBILITY OF THE CONTRACTOR.
BlTUwINOUS RENOvA!..
CONTRACTOR IS RESPONSIBLE FOR PROTECTING. OR REMOVING
AND REINSTALLING, ALL FENCES, SIGNS, MAILBOXS AND OTHER
MISCELLANEOUS ITEMS, MAIL SERIIICE MUST BE MAINTAINED
THROUGHOUT CONSTRUCTION. TEMPORARY OR PERMANENT
RELOCA TlON OF ABOVE ITEMS MAYBE NECESSARY AND SHALL
BE COORDINATED WITH THE APPROPRIATE PARTY, ALL WORK
REOUIRED TO COMPLETE THE ABOVE SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT.
CONTRACTOR RESPONSIBLE FOR ALL REMOVALS AND
DISPOSALS.
TOPOGRAPHIC lNOtX CONTOUR
TOPOGRAPHIC CONtOUR
WAttRwA!"l
SANITARY SEVIER
_SlORIoI stWER
CATCH BASrN
CATOI BASIN MANHOlE
SNtllARY W;ANHCU
FIRE HYDRANT WI VA1,.\-{
CATE VALVE
POST 1Nt)lCA1OO VAL\!
SANITARY MANHOI.t
UGHTPCtE
EXlSnNQ TREE
CON~E'TE REMOVAl.
CURB ANO CUl'TEfl AUlovAt.
SAWCUT SITUUlNOUS/~att:Tt
UIoIITS or REIolOVAI.
----I
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COli 48 Hours b~lor~ a.gging
GOPHER STATE ONE CALL
T.in CiUes Area 651-454-0002
"'N. To/I Free 1-800-252-1166
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BENCHMARKS
1. Top nut 01 hydrant os shown in islond 150:1: ft. Sw'ly of NE,
property corner.
Elevation = 915.84 feel (N,G.V.D. 1929)
2. Top nut of hydrant os shown in center of storage yord.
Elevation = 912.02 feet (N.G.V.D. 1929)
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{' ACREEMeNT REGAR~~ ~cJ~~S~ AND UCENSE
I ~ NO. 286120.1 .......Mr.NT PER DOC.
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TRANSITION FROM 5' C. ""~-:f. 'Go' .~
CHAIN l'NK FENCE wi ~ ~
VERT. SLA 1S TO 5' WOOO >-
fENCE wi VER1, SlATS "'" \ '!1~ \,
(SEE ARCH.) -;:::. ,. .. ~
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SITE NOTES
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, ,,-- A LINE J5ti n. E. or ANO PARAULl. ldTH .
! I THE 'It, lINE: OF' SEC1IQN 25. r. 111, R. 22
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~ : :'" ,- ~ASEM'NT rOR _ !>
~ ~M...9D5.5a : 1 : ~ l:OItR001lltllt ft ANt! ECRESS PER D~~~~ ~~ PEDlSTRlAN INGRESS 3 ~
.., INV th'903.4g : I : ~ It(TnAIN:C:~E~~ :~ ~gR~~~blEC"RDlNa !NCRO....~~~N~.J:~~ -1"-1
l ~NV $=903.72 ~ : t r' . . .". l"'. . f; \ II . I .
IINVE-W=90297 II/ t:B ,~"'.. ::-"~~':".""'''''' .... ;". rllifl-c ~ I' ' -
<< <<_ I If RI..'0855 .. .....,. ~.,... ':. eo:. ..' .'. .... ,.,:.: . , il : ::-"''j\\l III n III r-t-',,-,v-I-r- n T .
______ <<' <I:: INV s..~a7 ~~ .'," .,t", .'. R;l1.!:!"g09ij2--.. '. '. '. ,. I I I I I I I I I: ....,~~j . "...,..... 'J I I r
JQ'k;AirEll-I-\1-6'CHAiNl)mC-+7=.-,...-a._"':'-~.';Y9."dl''4a:6J.&..:f;;,,:,,':'''~?''fl..'.'''':._'., 30' GATE :~,~\:I I I I I f I I I I ~~ I I I I I I "--~
FENCE ,,1 30 GATE WI '.A"7 - ~ . ,~-:-s..._-___'f- ' 11 .......
_.... ,'\ &If '. ,,.,.~,. ". ....,. ..'.:... - -,-----------,----':... ~'n. ~,""""..~-""",,,'~
.... . ..-:..:....>...,...',L.. ,;,;.;.,~:/ -7~ I I ~~.~-,::.;;o;o;.;;;.;;';;;,;;;;;;r...~-~r--J::t",~:-....~""-"i=~.. -
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. ''',;,g''--- ~Ir. L: ~'
w '-'"~~E 2 ~cr::l~15~~i-.i : ' _ ,~, i:.~.. :.~I
PARKING SPACES, . -- ---' >. .-.' - I -
PER ADA CODE;":"-- , CJ t - ..~/~ Y.KO
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125.1~~0~d n. al1U"':'ii'~~:~ ~ I~:::::U>- ~ C8
r--r r-r- r-r- "~III~: -g- RI.-'". .>,",1I.''!l
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CONTRI.CTOR SHI.LL FIELD VERIFY LOCATIONS AND ELEVA liONS
OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO
THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR
SHALL IMMEOlMELY NOilFY THE ENGINEER OF DISCREPANCIES
OR VARIATIONS FROM THE PLANS.
ALL DIMENSIONS ARE SHOWN TO THE FACE OF CURB UNLESS
OTHERWISE NOTED.
BUILDING DIMENSIONS REFER TO THE OUTSIDE FACE OF
BUILDING UNLESS OTHERWISE NOTED,
ALL CURB RADII SHALL BE 5. O' UNLESS OTHERWISE NOTED.
ALL CURB AND GUTTER TO BE 8612 UNLESS OTHERWISE NOTED.
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PARKING COUNTS
CITY CODE PARKING REOUIREMENTS (STANDARD STALLS)
OFFICE: 1 SPACe:/250 SF
WAREHOUSE: 1 SPACE/2,000 SF
PROPOSED PARKING COUNTS (STANDARD STALLS)
REGULAR: 113 STALLS
ACCESSIBLE: 5 STALLS (1 VAN)
101 }>.L: 115 STALLS
FLOOR AREA RATIO
BUILDING AREA:
TOTAL AREA:
FLOOR AREA RATIO
181.633 Sf'
445.443 Sf'
40.8:1
:'~
EC . 91.5.39
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816.18
N 01'46'35" [
25-"7-22-22-0012
S11ElE ,jc BAKKEN 'NVEST lLC
10889 EXCELSIOR Bll/D., HOPKINS MN 55343
BUILDING USE SOU ARE FOOTAGE:
NAPCO: .
1,000 SF OrnCE
62,590 SF WAREHOUSE
STORAGEMART:
950 Sf OFf'lCE
118.043 Sf WAREHOUSE
t.AINIMUM PARKING RfOUIREMENTS:
NAP CO:
1.000 Sf OFfiCE c 4 STALLS
62.590 Sf WAREHO\JSE = 32 STALLS
STORAGEMART:
950 Sf OFf'lCE c 4 STALLS
118.043 Sf WAREHOUSE = 59 STALLS
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GOPHER STATE ONE CAll
Twin Cities Meo 651-454-0002
MH. Toll Free 1-800-252-1166
NAPCO 53.S90 !II
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LEGEND
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PROPERTY UN.!::
RsCiHT oF WAY
SEcnON I.INE
EASOlENT UNE
SETBAOt LINE
CENTERUNE
tuRB LINE
EDGE CE BlTUUlHOUS
EDGE tF CONCRETt
toG( Of' Cf\A\!E1..
FENet ltf'lE
UCHT pOlE
POWER POt.E
..""
LIMITS (S' COHSlRUCltON
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BENCHMARKS
1. Top nut of hydront os shown in islond !50:!: ft. Sw'ly of NE.
property corner,
Ele.olion = 915,84 feet (N.G.Y.D, 1929)
2, Top nul of hydronl os shown in cenler of storoge yard.
Ele'<<llion = 9\2,02 feel (N.G,Y.D. 1929)
----.
BITUloIlNOUS PA\'tl,lUU
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EROSION CONTROL NOTES
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ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR
TO COMMENCEMENT OF GRADING OPERATIONS AND BE
MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE
BEEN RESTORED.
ALL CDNSTRUCTION ENTRANCES SHALL BE SURF ACED WITH
CRUSHED ROCK ACROSS FULL WIDTH, FROM ENTRANCE POINT
TO 75 FEET INTO CONSTRUCnON 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. VERIf"Y RESTORATION METHOD AND SEED MIXTURE.
CONTRACTOR TO SUBMIT SHOP DRAWING TO ENGINEER FOR
APPROVAL PRIOR TO INSTALLATION.
TEMPORARY EROSION CONTROL (HAY BALES OR APPROVED
EQUIVALENT) TO BE PLACED AROUND STORM SEWER
STRUCTURES DURING CONSTRUCTION (REFER TO DETAIL).
SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL
DEVICES AS NECESSARY AND MUST BE REMOVED IF DESIGN
CAPACITY HAS BEEN REDUCED BY 50"-
SEDIMENT TRACKED OFF -SITE:. AS A RESULT OF CONSTRUCTION
TRAFFIC, SHALL BE MINIMIZED AND SWEPT ON A DAILY BASIS.
ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD, SEED.
WOOD FIBER BLANKET DR PAVED SURFACE \11TH 14 DAYS.
SILT FENCe AT
PROPERTY UNE
(SEE DETAIL)
~~O~~:::HC':;~ :7- ~~~E~~~ts~o:~l ~ ~~~ ~D PEDIS1RIAN INGRESS
iH~~:~~;~~ ~~;~,:~L:"~:I'~r.~~::~El n T~J-",.,
_____ \ ~;. Ii' , I I I I I I/,I b",:,.~ 1 I I 1/1 I I
.~ --';;---~----r--~t-, ------~..L~________ !
tlt'
LEGEND ~ ~
Ta>OGRAPHIC INDEx COHlOJR -~ __tliJ---
tCFOGRAPHIC CONTOUR __50'1-- ___eO'l-. --
POND NORMAL WATER LEvtl -"-"- --
SlT f'ENct ~-
SPOt CIVA 1\ClH x 600.00 X aOOOl.J
DRAINAGE St.OPE ...lQQ!
STCIRrlI SEWER ->>- ->>-
CA lCH BASIN . II
CATCH BASIN MANHOLE . ..
SlalN: u.NfHQ.E . 0
FlAlltD rHD . P
F\Nla) am WI RIP RAP .. e>
CBMH-110
REa909,BO
'e(E)-900.30
IE(S)-e9B.39
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IllH PER PLAN --__;,;." \ __..--
RIM"'90B.1 .": ...
INV=900.2 ". ~ ; ":\
(NOT FOUND .
lOCA nON PER PLAN)
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. ;? ~l w-.1tR 0.\''',0
~ ~ "- >.: DETENTION ~\~ '.
,. ("> \ BASIN \~
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GRADING NOTES '\ ~ STI./ 00.30%
CONTRACTOR SHALL m:t.D VERIF~-LO~TIONS AND E&VATIDNS OF
EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE
COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL
1M MEDIA TEL Y NOTIfY THE ENGINEER OF DISCREPANCIES DR
VARIATIONS FROM THE PLANS.
SOIL NOTES
ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE,
CONTACT "GOPHER STATE ONE CALL" (651-454-0002) FOR
UTILITY LOCATIONS. 48 HOURS PRIOR TO EXCAVATION.
CONTRACTOR SHALL STRIP. STOCKPILE AND RE-SPREAD
SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH
(COMPACTED) TO ALL DISTURBED AREAS TO BE SODDED OR
SEEDED.
THE SITE GRADING OPERATIONS. WHEN COMPLETED, SHALL
RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE
ELEVA TION". THIS "PLAN SUBGRADE ELEVATION" SHALL BE
CONSISTENT WITH THE GEOTECHNICAL REPORT FOR BUILDlNG AND
PAVEMENT AREAS. THE "PLAN SUB GRADE ELEVATION" IN THE
PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY
CHECKING THE PAVEMENT SECTION DETAILS AND REFERRING TO
PAVING PLAN FOR LOCATIONS AND LIMITS OF VARIOUS
PAVEMENT SECTIONS.
REFER TO SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS
AND LAYOUT.
EXISTING TOPOGRAPHY PROVIDED BY SCHDELL MADSEN
EXISTING SITE SOIL:
L2B - MALARDI-HAWlCK COMPLEX, 1 TO 6 PERCENT SLOPES
UIA - URBAN LAND-UDORTHENTS, WET SUBSTRATUM COMPLEX.
o TO 2 PERCENT SLOPES
(PER USDA NRCS SOIL SURVEY - HENNEPIN COUNTY, MINNESOTA,
HOPKINS SE OUADRIANGLE, 1994)
HYDROLOGY NOTES
STORM EVENT PRE DISCHARGE POST DISCHARGE
2-YR (2.8 IN,) 29.17 CFS 16,18 CFS
\O-YR (4,3 IN.) 50.58 CFS 26, \3 CFS
100-YR (6.0 IN.) 74.8:1 CFS 35,35 CFS
10.00 ACRES
TOTAL SITE AREA:
EXISTING IMPERVIOUS AREA:
PROPOSED IMPERVIOUS AREA:
5.49 ACRES (55?)
8.54 ACRES (85?)
p,".'
CALL
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N~PCO 6J.~IlD IJ
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ExlSnNG BRICK AND BLOCK 'IHlIfl:IlC
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BENCHMARKS
1. Top nut of hydrant os shown in island 150:1: ft. SW'ly of NE.
propert y corner.
Ele.olion = 915.84 feet (N.G.V.O. 1929)
2. Top nut of hydront os shown in center of storage yord.
Ele.olion = 912.02 leet (N,G.V,D. 1929)
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GENERAL NOTES
LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL
CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (454-0002) PRIOR TO
STAKING PlANT LOCATIONS. .
COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER
CONTRACTORS WORKING ON SITE.
WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUBS MASSINGS ARE FOUND ON S11E, WHETHER
SHOWN ON THE DRAWING OR NOT. THEY SHAlL BE PROTECTED AND SAVED UNLESS NOTED TO
BE REMOVEO ANO/OR ARE IN AN AREA TO BE GRADED. ANY QUESTION REGARDING WHETHER
PLANT MATERIAl SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT PRIOR TO REMOVAL
ALL EXISTING TREES TO REMAIN TO BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND
DAMAGED OR RUBBING BRANCHES.
B8 TREES AND SHRUBS ARE BALLED AND BURlAPED.
NO PLANT MATERIAL SUBSTITUTIONS WILL 8E ACCEPTED UNLESS APPROVAL IS REQUESTED OF
THE LANDSCAPE ARCHITECT BY THE LANOSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A
BIO AND/OR QUOTATION.
ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF TKE I>.l.\ERlCAN
STANDARD FOR NURSERY STOCK. AMERICAN ASSOCIATION OF NURSERYMEN.
CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED
MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. AI<< ACTS OF VANDAliSM OR DAMAGE
WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHAlL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
'CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION,
WARRANTY FOR lANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE
LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF AlL lANDSCAPE MATERIALS.
NO PARTIAL ACCEPTANCE WILL BE CONSIDERED,
CONTRACTOR SHALL GUARANTEE NEW PlANT MATERIAL THROUGH ONE CALENDAR YEAR FROM
THE OATE OF OWNER ACCEPTANCE WITH AlL REPLACEMENTS TO BE PROVIDED AT NO
ADDITIONAL COST TO THE OWNER,
DECIDUOUS TREE
~
~
-8'-0'
STEEL STAKE
12.
NOTE:
TWO ALTERNATE METHODS OF
TREE STAKING ARE ILLUSTRATED
IT IS THE CONTRACTOR'S OPTION
TO STfo.KE "fREES; HOW~ER. THE
CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING TREES IN A PLUMB
POSITION THROUGHOUT THE
GUARANTEE PERIOD.
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PlANTING
DOUBLE STRAND 14 GA. WIRE -
3' @ 120' INTERvALS (TYP.)
I 6 " POLYPROPYlENE OR
POLYETHYlENE (40 MIL, 1-1/2"
'II\DE SiRAP m>.)
TREE WRAP TO FIRST BRANCH
FLAGGING - ONE PER WIRE
ROOTBALL TO SIT ON SUBGRADE
MULCH - 4" DEEP SHREDDED BARK
(UNLESS NOTED OTHERWISE)
PlANTING SOIL - SEE SPEC.
TOPSOIL
SUBGRADE
2" X 2' X 24' WOOD STAKE SET
AT ANGLE
SOD
PLANTING SPECIFICATIONS
PLANTING BED PREPARATION: ALL MASS PlANTING BEDS SHALL BE TILLED TO A MINIMUM
DEPTH ,OF 10". AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION.
BACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES AND PROVIDE AMENDMENTS.
REMOVE ALL DEBRIS INCLUDING ROCKS lARGER THAN 3" DIAMETER.
FERTILIZATION: AlL PLANT MATERiAlS SHALL BE FERilLlZEO, UPON INSTALLATION. WITH DRIED
BONE MEAL OR OTHER SPECIFIED FERTILIZER MIXED IN WITH THE PlANTING SOIL PER THE
MANUFACTURER'S INSTRUCTIONS UNLESS NOTED OTHERWISE.
MULCH MATERiAl: AS SPECIFIED ON THE lANDSCAPE PLANS. MASS MULCH ALL 'PlANTING BE:OS
TO 3" .DEPTH OVER FIBER MAT WEED BARRIER. ALL PERENNiAl PlANTING BEDS TO RECEIVE 3"
DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER MAT WEED BARRIER, AlL EVERGREEN ANO
DECIDUOUS TREES TO RECEIVE 6' DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN
DIRECT CONTACT WITH TREE TRUNK,
TREE STAKING: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY THE
TREES ACCORDING TO THE DETAILS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY
STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUM8 CONDITION
AT ALL TIMES UNTIL THE END OF THE PlANT GUARANTEE PERIOD ESPECIALLY WHERE
VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEM.
TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER
MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PlANTED IN THE FALL PRIOR
TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1.
RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED.
PlANTING PLAN: ALL PROPOSED PlANTS SHAlL BE LOCATED CAREFULLY fJS SHOWN ON THE
PLANS. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES
EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS. 00 NOT
SCALE DRAWINGS.
EDGING: EDGING SHALL BE 4" P.V.C. COMMERCIAL GRADE EDGING WITH THREE (3) METAl
ANCHOR STAKES PER 20 FOOT SECTION, ALL MASS PlANTING BEDS SHALL HAVE EDGING
PLACED BETWEEN MULCH AREA AND ANY ADJACENT TURF AREA.
CONIFEROUS TREE
NOTES:
CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE,
NO MULCH TO BE IN CONTACT WITH TRUNK.
SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.
TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED.
IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS
RESPONSI8LE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE
GUARANTEE PERIOD,
In
W
;;;
~
DOU8LE STRAND 14 GA. WIRE,
3' @ 120' INTERVALS (TYP.)
16" POLYPROPYLENE OR
POLYETHYLENE (40 MIL.
1-1/2" WIDE STRAP TYP.)
B'-O" STEEL STAKE
/;f; FLAGGING - ONE PER WIRE
ROOTBALL TO SIT ON
SU8GRADE
MULCH - 4" DEEP
SHREDOED BARK (UNLESS NOTED OTHERWISE)
PLAKTlNG SOIL - SEE SPEC.
TOPSOIL
SU8GRADE
2" X 2" X 24" WOOD STAKE
SET AT ANGLE
SOD
NO PlANTING TO BE INSTALLED UNTIL GflAlllNG AND CONSTRUCTION HAS BEEN COMPLETED IN
THE IMMEDIATE AREA.
ALL PLANT MATERIAL LOCATIONS MUST BE HlVIEWED AND APPROVED BY THE LANDSCAPE
ARCHITECT PRIOR TO M'IY AND ALL DIGGING.
IF THE LANDSCAPE CONTRACTOR PERCEIVl:; ANY DEFICIENCIES IN THE PlANT SELECTIONS. SOIL
CONDITIONS. OR M'IY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PlANT MATERIAL
ESTABUSHMENT, SURVIVAL. OR GUARANTEE, THEY SHAll BRING THESE DEFICIENCIES TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT PIlIOR TO INSTALLATION.
ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD
AN ADJUSTMENT 8E ADVlSEO. THE lANDSCAPE ARCHITECT MUST 8E NOTIFIED.
ALL PLANTS TO BE INSTALLED AS PER PLAN TlNG DETAILS.
ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARL.,.
IDENTIFIED (COMMON OR LATIN NOMENCtATUliE) WITH A PLASTIC TAG WHICH SHALL NOT SE
REMOVED PRIOR TO OWNER ACCEPTANCE.
WHERE SOD/SEED ABUTS PAVED SURFAce" FINISHED GRADE OF SOD/SEED SHALL BE HELD I"
BELOW SURFACE ELEVATION OF TRAIL. StAll. CURB. ETC,
SOD SHAlL BE lAID PARALLEL TO THE CON TOURS AND SHALL HAVE STAGGERED JOINTS, ON
SLOPES STEEPER THAN 3: 1 OR IN DRAINACr SWALES. THE SOD SHAlL BE STAKED TO THE
GROUND.
SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE
SOD.
REPAIR ALL DAMAGE TO PROPERlY FROM PlANTING OPERATIONS AT NO COST TO THE OWNER.
PLANTING NOTES
IRRIGATION NOTES
~
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lANDSCAPE CONTRACTOR SHAlL BE RESPON:;II3LE FOR PROVIDING A SHOP DRAWING
ILLUSTRATING AN IRRIGATION PlAN AND SPi:ClflCATION AS PART OF THE SCOPE OF WORK
WHEN BIDDING, THESE SHALL BE APPROVW lJ"( THE lANDSCAPE ARCHITECT PRIOR TO
ORDER.
VERIFY EXISTING/PROPOSED IRRIGATION SY~; 11 M LOCATION.
UNLESS OTHERWISE NOTED ALL SOD/SEED AND PLANTING AREAS INDICATED ON PLAN SHALL BE
1007. IRRIGATED, THE IRRIGATION SHALL INCLlJDE THE PUBLIC RIGHT OF WAY BETWEEN
PROPERTY LINE AND BACK OF CURB WHEHL NEW lANDSCAPE IMPROVEMENTS ARE PROPOSED.
IT SHAlL BE THE LANDSCAPE CONTRACTOlf:; RESPONSI81l1TY TO INSURE THAT ALL
SODDED/SEEDED AND PLANTED AREAS ARE 1Ii11IGATED PROPERLY, INCLUDING THOSE AREAS
DIRECTLY AROUND AND ABUTTING BUILDING IOUNDATION,
THE LANDSCAPE CONTRACTOR SHALL PROVlIll: THE OWNER WITH A WATERING/LAWN IRRIGATION
SCHEOULE APPROPRIATE TO THE PROJECT 511 E CONDITIONS AND TO PLANT MATERIAL GROWTH
REQUIREMENTS,
SHRUB
iMIN'
~~ ~ i
~[l [
"iD -g
l!! ~ to
~ ~ ~
~ :Eali ~
~~ ~5 ~
~~~iE ~
r-..m;:lw
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NOTE:
HAND LOOSEN ROOTS OF
CONTAINERIZED MATERIAL (m>,)
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PlANTING
SHRUBS TO SIT ON SUBGRADE
MULCH - 4" DEEP SHREDDED BARK
(UNLESS NOTED OTHERWISE)
lANDSCAPE F A8RIC - SEE SPEC.
PlANTING SOIL - SEE SPEC
4" P.V.C. EDGING
REFER TO PLAN FOR GROUND
COVER
SUBGRADE
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TO TAKE PRECEDENCE OVER
DIMENSION FROM EDGE.
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L
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R[VISIll 01f1~/D3
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NRE: MESH R~NfORCEMENT.
STD. fIr.l.D ftHct. MIN.3Q'"
HIGH, MAlt, MESH SPACING 6"
ANO "'IN. 14 / GAUGE WlR~
CEOrtxTlLE FABRIC (4S'" WIDE) -
OVERlAP fABRIC 6" AND f"SlEN AT
2' lNltRV,q$
CUmR
cumR
=
ATIACH FABRIC TO WIRE
MESH AND SlJPPORTPOSlS
WITH PJ.ASlIC ZfP nES
"rEMPORARY BARRIER Of' HA'\1IALES TO PREVENT SEDIMENT-LADEN ~TER
FRoio! ENTERING lHE STORM stW(R S'rSTEM DURING CONSTRUCTlON.
~
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EROSION CONTROL AT ce - HAY BALES
PAIJ(MENT SECTION VAR/tS
J---DlSTANCE:roi.
I VARIABLE
:- RAO.
/OITuMINOUS WEARING COURSE
5 112"
tIT to 3/4'"
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LlN/OOT SPEC. 2350 L.YYrt4S035B
t....CK C:O~l. \I.l\OO't ~tc. ~.,
1-1/2- BIT. BASE COURSE. CERTIfIED PlANT
t.u.t/DOT $Pre. 23$0 I.VHW.3SOJSil
11- ....CG, BASt. CI.ASS 5 (TOOX CfWSHED OR
tfCcYCI..ED CONCRETE)
UN/DOT SPEC 2211
~f I.CE COMPACl1ON
NORMAL DUlY
'lNrS~ED GRADE
1-1/2- BIT. WEARJNC COURSE:. CEflTIF"IE'O PLANT
UNlOoT spEc.. 235Q I,.WI(45035B
IA.CK COAT, lllnDOl SPEc. 2.357
1-1/2- BIT. BASE COURSE, camntD PLANT
l.nijt}OT SPEC. 23~ L'r'NWJ5D.3SB
". AGG. BASE, Q.ASS S (100~ CRUSHEQ
(.oft RE:C'CClED COHCRElt)
"'"'"/DOT SPEC 2211
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J- RAD.
en:
2:'
0:
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(3./10.- ~tR n. '\"'1\' )
TIP CUnER OUT AS Rfln,
CUR. 0.- oL'
nPE .-. ..
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2" eSIS 1.' 2,0
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PAVEMENT
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STORAGE MART HOPKINS
HOPKINS, MINNESOTA
CODE DATA
BUILDING NAME:
BUILDING LOCA 110N:
STORAGE MART #1701
HOf'KINS
HOf'KINS. MINNESOTA
HOf'KINS, MINNESOTA
I!INNESOT A BUILDING CODE
JURiSDIC110N:
APPUCABLE CODES:
BUILDING DESCRIPTIONS:
BUILDING #1
123,346 SO, FT.
SINGLE STORY
BUILDING NO'S 2, 3, 4. 5. 6 & 7
6000 SQ. FT.
SINGLE STORY
CONSTRUCTION T'I'1'E
"TYPE II B
17.500 SO, FT. ALLO\\Ell
BUILDING IB
5400 SQ. FT.
SINGLE STORY
CONSTRUCTION T'I'1'E
"TYPE II B
17.500 SQ, FT. ALLOWED
BUILDING 19
8500 SQ. FT.
SINGLE STORY
CON$TRUCnON T'I'1'E
"TYPE II B
17.500 SQ. n. ALLOWE[)
BUILDING #9
5400 SO, n.
SINGLE STORY
CONSTRUCnON T'I'1'E
"TYPE II B
17.500 SQ. n. ALLO\\Ell
L
DRAWING INDEX
SHEET NUMBER DESCRIPllON
AO.O
A2.0
A2.1
A2.2
A2.3
A2.4
A2.5
l1lLE SHEET
FLOOR PLAN BUILDING #1
[LEVAllONS BUILDING 11
PLANS AND ELEVA liONS aUILDING NO'S 2, 3, 4. 5,
PLANS AND ELEVA1l0NS BUILDING 18
PLANS AND ELEVA1l0NS BUILDING 19
PLANS AND ELEVA1l0NS BUILDING #10
6. & 7
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"'2.0 SCIJE, '/16".1'-0'
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L
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L
1 NORTH ELEVATION
-'2.1 SCALE: 1/16.="-0.
J
SOUTH ELEVATION
A2.1 SCAlE: 1/16"'-"-0-
PROPOSED a.0CIC
lOWER
OITI
STUCCO FINISH
W~G CUu \
\.
I~I
EX1S11NC UMESlONE
DENTN.. MOlDING
~
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EXIS1lNG BRICK
WALL
EXISTlNG OIU
WAil.
WEST ELEVATION
A2., SCAlE' 1/18"."-0.
EXlSltNG U"le:STONE
DENTAL MOl.OING
<(
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200'-0.
~
@ @
1llX10
10X20
@ 10X10
1QX'\O 10X10
@ @
@
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10X20
lCX20
10X20
10)(20
10:<20
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10X20
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10X20
10X20
,=
10X20
o
~
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10X20
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1DX10
10Xl0
10X10
10Xl0
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10X1D
10XlO
10Xl0
10X10
lDX'1D
10><10
10XlO
10XlO
1OX10
IOXIC
1
A2.2
FLOOR PLAN BUILDING NO'S 3
= "e".,'-c'
4 5 6
H
&7Efj
'i
12
I
l_________________________________
I
... ...____________J
G;) ~c?~~m'.!LEVA TION
EXlERIOR l.4ETA!.. COILJNG DOOR
6'-0. WIDE X 6'-0. HIGH
PN1D. FOREST GREEN.
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IGf 10 lICM.E
l\,.olf'ljno.Jre- Loco tlon SUMI"lOr'V
p,.o 'ect: All Pro 'ects
SeoNo Lobel Mountln Drlt"nt TII~
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3 y 9 0 0
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5 y 9 180 0
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7 y 9 0 0
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10 y 9 190 0
11 y 9 270 0
12 y 9 0 0
13 y 9 0 0
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15 Y 9 180 0
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17 Y 9 0 0
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20 y 9 180 0
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22 Y 9 0 0
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32 y 9 0 0
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35 Y 9 180 0
36 y 9 180 0
37 y 9 180 0
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42 Y 9 180 0
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Lut"\ino.tre Schedule
Project: AU Projects
SYMbol Q~y Lobet Description A~ro.ngel"\en1: LUJ"lC'nS I.L.F
~ 4 X CAL -MH-400-MT -SL SPILL LIGHTING ELIMINATOR SINGLE 40000 0.750
~ 52 Y MHWl-150-MT SINGLE ]6000 o.slO
~ 8 Z MHIPC-IOO-MT -LL SINGLe: 8000 0,750
NUl"lel"'1c S1.JMMory
Lo.loel
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Project: AU Projects
AREA
.
PHOTOMETRIC PLAN
NORTH
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SCALE: 1- - 40'-0-
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11111 EX'CElSIOR BLVD:, -rioPKiNS-M'N 55~4~
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PLANT SCHEDULE
----------
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SIZE ROOT PLANT TYPE
2,5 BoltB DECIDUOUS
CAL 0\IERS1DRY 1REES
2.5" BoltB 0
CAL
2.5 B&B
CAL
6 B&B CONIFEROUS
HT. DVERSTORY 1REES
6 B&B (9
HT.
2.5 BoltB
CAL ~
2.5 BoltB
CAL.
5 DECIDUOUS SHRUBS
CONT. od?Q
5 CDNT.
5 CDNT. EVERGREEN SHRUBS
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CODE QTY
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NAME
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3
5
14
17
5
4
15
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B
4
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1B
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Call 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651-454-0002
MN. Toll Free 1-800-252-1166
LANDSCAPE NOTES
.J:i
CONTRACTOR SHALL FIELD ~RIFY LOCATIONS AND
ELEVATIONS OF' EXISTING UllUllES AND TOPOGRAPHIC
FEATURES PRIOR TO lHE COMMENCEMENT OF' LANDSCAPE
INSTALLATIONS, lHE CONTRACTOR SHALL IMMEOfAlaY NOnFY
THE ENGiNEER Of DISCREPANCIES OR VARIAlIONS fROM THE
PLANS.
REfER TO GRADING PLAN fOR GRADES AND EROSION
CONTROL AREAS.
RUER TO LANDSCAPE: DETAIL SHEET FOR GENERAL PLANllNG
NOTES, IRRIGATION NOTES AND PLANllNG DETAILS,
ALL LANDSCAPED AREAS TO RECIE~ SOD EXCEPT \\HERE
NOTED 011-lERWlSE. SOD SHAU. BE LAID OUT PARALLEL TO
CONTOURS AND HA~ STAGGERED JOINTS.
ALL PARKING LOT ISLANDS SHAll. RECIE'>'E 4" DEPlH Of
SHREDDED HARDWOOD MULCH O~R LANDSCAPE fABRIC,
ALL SHRUB PLANTING AREAS SHALL REClEVE 4" DEPlH Of
SHREDDED HARDWOOD MULCH O~R LANDSCAPE FABRIC WllH
A POLY EDGER,
S" MIN. DEP11-I OF TOPSOIL TO BE USED IN ALL PLANllNG
AREAS. MIXlURE SHALL NOT CONTAIN MORE lHAN ~5:; SAND
MIXTURE.
ALL TREES SHALL BE WRAPPED WllH FlRST-OUIUTY HEAVY,
WATERPROOF' CREPE PAPER EXCEPT HACKBERRY DURING
SEPTEMBER 15 TO APRIL 1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WllH lHE
CITY Of HOPKINS STANDARDS.
CONTRACTOR TO COOOINA TE WATERING PLANF'DR SPECIES
TO BE PLACED ON SITE. WATERING PLAN TO BE VERIFIED
W1lH NURSURY AS \\Et.L AS REGISTERED LANDSCAPE
ARCHITECT. .
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1. Top nut of hydrant CIS shown in islond 150:1: fl, SW'ly of NE,
property comer.
Elevation'" 915,84- feet (N.G,V,D. 1929)
L
~
.
5
~
'i
REQUIRED LANDSCAPING
HOPKINS ZONING CODE REQUIREMENTS;
1 O~RSTDRY CONIfEROUS OR DECIDUOUS TREE PER 1000 SF
OF GROSS flOOR SPACE:
,
1"-
1
i
!
ADDITIONAL GROSS FLOOR SPACE:
OllllOro BY:
TOTAL 1REES REQUIRED :
TOTAL D~RSTDRY TREES REQUIRED:
54,500 Sf
l..QQQ
54.5 (55 TREES)
55 1REES
PROPOSED LANDSCAPING
,
I
I
1
OEClDOUS DVERSTDRY TREES: 15
CONlfROUS OVERSTORY TREES: 31
DECIDOUS ORNIMENTAL iREE5: S
TOTAL TREES; 55
OECIOOUS SHRUBS: 27
CONlfROUS SHRUBS; ;jS!
TOTAL SHRUBS: 63
tt r
-
,.--()I) --
0 40 80
I I
SCALE IN fEET
BENCHMARKS
2, Top nut of hydrant as shown in center of storage yard.
ElevCltion '" 912.02 feet (N,G. V.D. 1929)
lS
That the proposed development meets the requirements for a site plan review
NOW, THEREFORE, BE IT RESOLVED that the application for Site Plan Review SPR04,5
hereby recOJ:1lmended for approval based on the following Findings 0 f Fact:
That part of the Northwest Quarter of the Northwest Quarter of Section 25,
Township 1\7, Range 22, described as folloWS: Beginning at a point on the
northerly boundary linc of the right,of,way of the Minneapolis and St. Louis
Railway Compll1lY, which point is 356 feet east of, measured at right angles from
the west line of Section 2; tbence north parallel with said west line to the north
line of Section 25; tbence east along the north line of said Section 25 to the
northeast corner of said Northwest Quarter of the Northwest Quarter; thence south
along the east line of the said Northwest C)Ullrler of the Northwest Quarter, 632.4
feet more or less, to the northerly boundarY line of the Minneapolis ll1ld SI. Louis
Railway CoU11'anY right of way; thence southwesterly along the northerly line of
said railway right,of,way line to the point ofbegimting.
That the Hopkins Zoning and Planning cornrnission, pursuant to mailed and
published notice, held a public hearing on the 3Jlplication and reviewed such
application on December 28, 2004: all persons present were given an opportuuity
to be heard;
made by Warburg StorageMart
Warburg
All that part of the following described land lying west of a line parallel with and
distant 836.46 feet measured at right angles from the east line of Section 25
Township 117, Range 22
That the written ceruments and analysis of City staff were considered; and
RESOLUTION MAKJNG FINDINGS OF F ACT AND
APPROVING TO CONSTRUCT A MINl STORAGE AT 11001 EXCELSIOR BOULEV ARD
been made by
is as folloWS
has
WHEREAS, the procedural history ofthe application is as folloWS:
Tbat an application for a site plan review was
Partners, LP, on November 26, 2004;
a Site plan Review, SPR04-5
CITY OF IlOpJ{lNS
Hennepin County, Minnesota
A legal description ofthe subject property
RESOLUTION NO: 05-004
WHEREAS, an application for
StorageMart Partners, LP;
1
4
3
2.
1
is hereb)'
That the VI atershed District aWroves the development.
That the fln.l dr.inage, grading and utility plans are approved. 1 1 .
That a neW site pl.n is submitted indicatiUg hollards locatlons and that ne l' an IS
accevtable to staff.
BE rr f\JRT11ER RESOLYED that .pplication for Site Plan Review SPR04.5
recoroU1ended for approval based on the foUovtlng condltlOns:
1.
2
'3
Adopted this 2Sth daJ of Dccember 2004
Chair
Mar)' llatchet