CR 05-146 Site Plan Review Mini-Storage
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October 26, 2005
HOPKINS
Council Report 05-146
SITE PLAN REVIEW - MINI STORAGE
Proposed Action.
Staff recommends the following motion: Move to adopt Resolution 05-106, approving an
amendment to the site plan for the outside storage faci1itv at 11001 Excelsior Boulevard.
At the Zoning and Plauning meeting, Ms. Hatcher moved and Mr. Paul seconded a motion to
adopt Resolution RZ05-33, recommending approval of an amendment to the site plan for the
outside storage facility at 11 00 1 Excelsior Boulevard. The motion was approved
unanimously.
Overview.
Last January Warburg StorageMart was approved for a site plan and conditional use permit
for outside storage. StorageMart was approved to remodel part of the former NAPCO
building and construct nine new outside storage buildings to the south of the existing
building. They are now requesting to amend the site plan for the outside storage buildings.
They are now proposing to construct 14 storage buildings.
The applicant, Warburg StorageMart Partners, LLP, is starting the remodeling part of the
existing NAPCO building. The office area of the facility will be open from 9:00 a.m. to 6:00
p.m. seven days a week.
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 Plauning meeting?
Supportin!! Documeuts.
. Analysis ofIssues
. Site Plans
. Resolution 05-106
Financial Impact: $_ NI A_Budgeted:
Related Documents (CIP, ERP, etc.):
Notes:
YIN
Source:
CR05-l46
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 ofthe mini storage?
Exterior
The new storage buildings will be constructed of steel. The exterior will be earth tone with
forest green doors.
Landscaping
The site is 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 69 spaces. There will be 66 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 NAPCa employees
will be located behind the building on the west side and in the parking area in front of their
part of the building. NAPca 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
the western drive aisle to the security gate. The westerly drive aisle is a shared access with
CR05-146
Page 3
the property to the west.
The NAPCa lot will be fenced separately and have its own access gate. Access to the
NAPCa parking area will be from the westerly shared access drive. Access to the outside
storage will be from 6:00 a.m. to 9:00 p.m. There will be a code-automated gate for access to
the outside storage area.
Setbacks
The new buildings require a 20-foot setback. The buildings will have more than a 20-foot
setback.
Watershed District
The pond remains 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 sUITOlmded by the BCRRA 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 stated that they are asking to amend the outside storage area fi'om nine
buildings to 14 buildings. John Mazzitello and Tim Burnam, appeared before the
Commission. Mr. Mazzitello reviewed the proposed outside storage area with the
Commission. Mr. Burnam stated that the NAPCa building remodel was going to start this
fall, the long storage buildings in the spring, and the smaller nine buildings in the fall.
No one appeared at the public hearing regarding this item.
Alternatives.
I. Approve to amend the site plan for the outside buildings. By recommending approval of
the amended site plan to construct the outside buildings, the applicant can construct the
outside storage buildings as amended.
2. Deny the site plan for the outside buildings. By recommending denial of the amended
site plan, the applicant will have to build the outside storage buildings as approved. 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.
CITY OF HOPKINS
Hennepin County, Minnesota
RESOLUTION NO: 05-106
RESOLUTION MAKING FINDINGS OF FACT AND
APPROVING CONSTRUCTION OF A MINI STORAGE AT 11001 EXCELSIOR BOULEVARD
WHEREAS, an application for a Site Plan Review, SPR04-5, has been made by Warburg
StorageMart Partners, LP;
WHEREAS, the procedural history of the application is as follows:
1. That an application for a site plan review was made by Warburg StorageMart
Partners, LP, on September 23, 2005;
2. That the Hopkins Zoning and Planning Commission, pursuant to mailed and
published notice, held a public hearing on the application and reviewed such
application on October 25, 2005: all persons present were given an opportunity to
be heard;
3. That the written comments and analysis of City staff were considered; and
4. A legal description of the subject property is as follows:
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 part of the Northwest Quarter of the Northwest Quarter of Section 25,
Township 117, Range 22, described as follows: Beginning at a point on the
northerly boundary line of the right-of-way of the Minneapolis and St. Louis
Railway Company, which point is 356 feet east of, measured at right angles from
the west line of Section 2; thence north parallel with said west line to the north
line of Section 25; thence east along the north line of said Section 25 to the
northeast comer of said Northwest Quarter of the Northwest Quarter; thence south
along the east line of the said Northwest Quarter of the Northwest Quarter, 632.4
feet more or less, to the northerly boundary line of the Minneapolis and St. Louis
Railway Company right of way; thence southwesterly along the northerly line of
said railway right-of-way line to the point of beginning.
NOW, THEREFORE, BE IT RESOLVED that the application for Site Plan Review SPR05-8 is
hereby approved based on the following Findings of Fact:
1. That the proposed amendment to the outside storage area meets the
requirements for a site plan review.
BE IT FURTHER RESOLVED that application for Site Plan Review SPR05-8 is hereby
approved based on the following conditions:
I. That the Watershed District approves the development.
2. That the final drainage, grading and utility plans are approved.
3. That a new site plan is submitted indicating bollards locations and that the plan is
acceptable to staff.
Adopted this 1st day of November 2005.
ATTEST:
Eugene J. Maxwell, Mayor
Terry Obermaier, City Clerk
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CONSTRUCTION PLANS
for
Removals, Site, Grading, Civil Details,
and Landscaping
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WARBURG
STORAGEMARTPARTNERSLP
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PROJECT LOCATION
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PROTECT EXISTlN(;
rlRE [.j'l1)RANT
REMOVE ALL EXISTING unuTY POLES
AND OVERHEAD ELECTRIC TO METER
PROTECT (X!STlNG CAtCH BASIN
IoIANHOI.E. ADJUST CASTING TO
PROPOSED GRADE
PROTECT EXISTING UTlUTY
POLE AND METER
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REMOve: EX1STlNG fENCE
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APPROXIMATE LOCATION OF"
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(CONTRACTOR TO VERIFY) :: :~f~~~/tll DOC:. "0. 17~;.I,"~b""u~~~~SS
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REMOVAL NOTES
LEGEND
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CONTRACTOR SHAll FIELD VERIFY LOCATIONS AND ELEVATIONS
OF E)OSTING 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 lOCA liONS SHOWN ARE APPROXIMA IT.
CONTACT RGOPHER 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 REIlAOvEjRELOCATE: EXISTING PRIVATE UTIUTIES
AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES 'MTH
UTILITY COMPANIES.
10"()GRA.0HlClNY.Jl CC>lTOU~
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CONTRACTOR IS RESPONSIBLE FOR PROTECTING, OR REf.lOVlNG
AND REINSTALLING. ALL FENCES, SIGNS. MAILBOXS AND OTHER
MISCELLANEOUS HWS, MAIL SERVICE MUST BE MAINTAINED
THROUGHOUT CONSTRUCTION. TEMPORARY OR PERMANENT
RElOCA liON 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.
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5llWlNOLIS~OVAL
CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS 'MTH1N
REMOVAL LIMITS. ALL PERMITS, APPLICATIONS AND FEES ARE
THE RESPONSIBILITY OF THE CONTRACTOR.
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GOPHER STATE ONE
T.in Cities- Area 651-454-0002
MN. TOil Free 1-800-252-1166
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1. Top nul of hydront os shown in island 150:t It. Sl'fly
of NE. property corner.
Elevation'" 915.84 leel (N.G.Y.D. 1929)
2. Top nut of hydronl os shown
yard.
E1evotion = 912,02 feel (N.G.Y.O.
incenterofstoroge
1929)
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HOPKINS1(CHC(NTERLLC
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T.irl Cities Area 651-454-0002
IoIIN. Toll Free 1-800-252-1166
COif 48 Hours befl)l"c di9ging
GOPHER STATE ONE CALL
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:.< DETENTION \" Wf\Il;RTICAL SLATS ,.
'9 \ BASIN ,~ (SEE: ARCHll:EClURAL) '''_I
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PARKING COUNTS LEGEND PROPOSED _ -
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WATER LE\IEL (NVr'L)
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PROPOSED RETAININC WALL -z--
(DESlCN B'l" OTHERS) ~
6' CHA.lN LINK FENCE
YIITHVER1ICALSLATS ~
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8612 CURB IINO
GUTTER (TTP.) ~
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10. GATE
H LF OEPRI;SSED CURS AND
C:UTlI:R TO BUILOlNC
(SEE DETAIL)
S' OJRB lAPER
BOt.LIIRD AT BUILDING CORNER
(SEE ARCHiTECTURAL TYP.)
"TRANSITION FROM 6. CHAIN LINK
FENCE w(Vf:RTICAl SlATS TO 6'
WOOD FENCE W/VERTlCA\. SlA1S
(SEE ARDIlTECTURAL)
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SITE NOTES
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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 VARIA lIONS FROM THE PLANS.
ALL DIMENSIONS ARE SHOWN TO THE FACE OF CURB UNLESS
OTI-lERWlSE NOTED_
BUILDING DIMENSIONS REFER TO THE OUTSIDE FACE OF
BUILDING UNLESS QTHERW.SE NOTED.
All CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED.
ALL CURB AND GUTTER TO BE 8612 UNLESS OTHER'MSE NOTED.
CONTRACTOR TO PROl;lDE SHOP DRAWINGS or FENCE AND
GAITS FOR OWNER APPROVAL.
Eilf\JIM>>OuSPAItwDH
(STANDARD STALLS)
CITY CODE PARKING REOUIREMENTS
OfFICE: I SPACEj250 SF
WAREHOUSE: 1 SPACEj2.DOO SF
BUll !"lING lJSr SOIJARF f"OOTAGF'
NAPCO:
1,000 Sf OFFICE
63.650 SF WAREHOUSE
STORAGEIJART:
950 SF omCE
128,363 SF WAREHOUSE
f>!l()F>(RTVl!N[
R1GiTO"WAV
5tCTlCl'lUN[
[ASE:~ENI lINE
SE:1llACKl.I>I[
CE:NIO>I.INE
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1. Top nul of hydront os sho....n in islond 150:1: It. Sw'ly
of NE. properly c::orner.
Elevation'" 915,84 feet (N.G.V.D. 1929)
, r1~\.____
~~r ---
PROPOSED PARKING COUNTS (STANDARD STALLS)
REGULAR: 131 STALLS
ACCESSIBLE: 5 STALLS (1 VAN)
TOTAL: 136 STALLS
(EXCLUDING 30 STORAGE SPACES)
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MINIMll1J PARKINr. RFOlJlRFI\AFN1S'
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BENCHMARKS
FLOOR AREA RATIO
BUILDING AREA:
TOTAL AREA:
FLOOR AREA RATIO
~
193,963 SF
435.443 SF
44.5:;
NAPCO:
1.000 SF OFFICE
64,650 Sf WAREHOUSE
STORAGE!.IART:
950 SF OmCE
129,313 SF WAREHOUSE
4 STALLS
32 STALLS
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4 STALLS
65 STAllS
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2. Top nul of hydront os shown in c::enter
)'Drd.
Elevation'" 912.02 feet (N.G.V.D. 1929)
ofstoroge
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PROPOSED
RETAINING WAll
(DESIGN BT OTHERS)
STORIoAWATER PONO
H'M.."907.7'"
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SILT FENCE ALONG
PROPERTY UNE
GRADING NOTES
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CONTRACTOR SHALL FJELD VERIFY lOCATIONS AND ELEVATIONS or
EXISTING UTIUTlES AND TOPOGRAPHIC FEATURES PRlOR TO THE
COMMENCEMENT OF SITE GRAD1~G. 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.
AU EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR
TO COMMENCEMENT OF GRADING OPERA nONS AND 8E
MAINTAINED UNTiL ALL DISTuRBED AREAS ON THE-SITE HAVE
BEEN RESTORED.
PROPOSED DISCHARGE
m.=
STORM SFWi'R TOTAl
HYDROLOGY NOTES
EXISTING DISCHARGE
I<UQ:
STORM SFWFR
ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED wm-I
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 METHOD AND SEED MIXTURE.
CONTRACTOR TO SUBMIT SHOP DRAVrlNG 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 SEDII-AENT CONTROL
DEVICES AS NECESSARY AND MUST BE REMOVED IF DESIGN
CAPAOTY HAS BEEN REDUCED BY 50~
SEDIMENT TRACKED OFF-SITE, AS A RESULT OF CONSTRUCTION
TRAFFIC, SHAll BE MINIMIZED AND SWEPT ON A OAll Y BASIS.
ALL DISTURBED AREAS SHAll BE RESTORED Vo'ITH SOD, SEED,
WOOD F1BER BLANKET OR PAvEO SURFACE"M1H 14 DAYS.
STORM FVFNT
IQlli
2-YR (2.8 IN.)
10- YR (4..3 IN.)
100- YR (6.0 IN.)
26.21 CFS
4.73 CfS
6.14 CfS
7.41 CFS
4.57 CFS
5.00 ers
7.59 CFS
42.01 CFS
9.93 eFS
59.93 CFS
7.77 CFS
14.93 CFS
TOTAL SITE AREA:
10.00 ACRES
EXISTING IMPERVlOUS AREA:
5.47 ACRES (557.)
8.34 ACRES (83%)
PROPOSED IMPERVlOUS AREA:
SOIL NOTES
REFER TO SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS
!f AND LAYOUT.
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EXISTING SITE SOIL:
l28 - MALAROI-HAWlCK COI-APLEX. 1 TO 6 PERCENT SLOPES
U1A - URBAN LAND-UDORTHENTS, I\(T SUBSTRATUM COMPLEX,
o TO 2 PERCENT SLOPES
(PER USDA NRCS SOIL SURVEY - HENNEPIN COUNTY, MINNESOTA,
HOPKINS SE aUADRIANGLE, 1990:)
CONTRACTOR TO PROVIDE 4. pve SLEEVES UNDER PAVEMENT TO
PARKING lOT ISLANDS FOR IRRIGATION.
EXISTING TOPOGRAPHY PROVIDED BY SCHOEll MADSEN
///
////
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SILT FENCE: AI (l!~r.
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LEGEND
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GOPHER STATE ONE CALL
T.in CHies Aree 65T-454-ooo2
MN_ Toll Free 1-800-252-1156
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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.
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THE sm: GRADING OPERATIONS. WHEN COMPLETED. SHALL
RESULT IN ALL AREAS BEING GRADED TO .PLAN SUBGRADE
ELEVATlONk. THIS .PLAN SUBGRADE ELEVATION- SHALL BE
CONSISTENT 'NITH THE GEOTECHNICAL REPORT FOR BUILDING AND
PAVEMENT AREAS. THE -PLAN SUBGRADE ELEVATlON- IN THE
PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY
CHECKING THE PAVEMENT SECTiON OETAILS AND REFERRING TO
PAVING PLAN FOR lOCATIONS AND ltMlTS OF VARIOUS
g PAVEMENT SECTIONS.
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BENCHMARKS
1. Top nul of hydrant CIS shown in island 150:1: ft. SW'ly
of NE. property corner.
EleVllli~n = 915.84 feet (N.G.V.D. 1929)
2. Top nut of hydront os shown in center
yard.
Elevation = 912.02 feet (N.G.V.D. 1929)
af storage
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02005 RLK-K"...sisto, LTD.
RESPONSIBILITIES
THE PROPEf'/TY DWN<:R OR CONTRACTOR !.lUST suBlm A COMPLETED
NPOES APPUCATlON FOro" WITH THE $400 -APPUCATION f"EE.
THE OWNER AND OPERATOR (USUALLY lliE: GENERAL CQNmACTOR)
ARE JOlNTl. Y RESPONSl8U: FOR AU. lEANS AND CONDITIONS Of" THE
PERMIT.
PROPERTY OWNER OR CONTRACTOR TO SUB),l1T NPDES NOTICE Of
INTEN; PER/.Ul 7 DAYS PRIOR TO THE 8EGlNNING Of CClNSTRUCTlON.
CONTRACTOR TO SUBMIT N?DES NOnCE: Of" Ttfl!.lINATlON TO I.lPCA
WlTHI"! ONt Wl::EK Of FINAL RESTORATION A.CCE:PTANCE.
CONTRACTOR TO MON1TOR AND REPORT ON STQR),t WATER
MANAGEMENT REOUIREI.lENTS PER NPCA-
FOR STORM WATtR DISCHARGES FROM CONSTRUcnON PROJECTS
WHERE THE OWNER OR OPERATOR CHANGES. lHE NEW OWNER OR
OPERATOR MUST SUBMIT A SUBDI'o'lSlON RE:GlSTRATlON WITHIN $EVEN
(7) QA'Y$ OF ANY OF THE FOLLOWING,
1. ASSUMIN(; OPERATIONAL CONlROl. Of THE sm:.
z. COMMENCING WORK ON THEIR PORTION or T1iE SITE.
:So LECAL lRANSfE:R. SAlE OR CLOSING ON IN( PROFERTY.
THE OWWER MUST IDENTIFY A PERSON KNDYlI..EDGEABLE AND
EXPERIENCED IN THE: APPLICATION Of EROSION PREVE:NTlON AND
SEDIMENT CONTROl.. aMP'S VlHO WlU;
1. OVERSE( THE IMPLEMENTATION Of THE S'M'PP
2. OVERSSE THE INSTALLATION. INSPECTION AND t.lAINT(NANCE
OF" EROSION PRE\'(NTlON AND SEDIMENT CONTROl. SMP'S
BEFORE AND DURING CONSTRUCTION.
THE OWNER MUST IDENTIFY W!-IO WIll HAVE: THE: LCflG TERM
RESPONSIBILITY FOR LONG TERM OPERATION AtjD I.lAlNTENANCE OF
THE PERMANENT STORM WATER MANAGEMENT SYSTEM AND DEVELOP
A CHAtN OF RESPONSIBIliTY Vllll-l AlL OPERATORS ON THE SI1E TO
ENSURE THAT THE SW?PP WlU BE IMPLEMENTED AND STAY IN
EFFECT UNTIL FINAL STABIUZA TlON AND SUBMITlAl Of" THE NOT.
REQUIREMENTS
THE SWPPP MUST INCLUDE:
1. LOCATION ,1,1'10 TYPE Of All TEMPQRAAY AND PERMANENT
EROSION PREVENTION AND SEDIMENT CONlRO.. E!MP.S.
INCLUDING PROCEDURES USED TO ESTABLISH ADDmONAL
TEMPORARY BMP.S AS NE:CESSARY !'OR li'lE SITE CONDlnONS
DU~ING CONSTRUCTION.
Z. A SITE MAP l'ln); El(JSTlNG ANO nNAL GRADES.
:>. DRAINAG( DIVlOING l1NES AND DIRECTION OF" no'rl'S FOR PRE
AND POST-CONSTRUCTION SlQRt.l WATER RUNOFf DRAINACE:
AREAS.
4. IMPE:RVlOUS AREAS AND SOIL TY?ES,
S. LOCATION OF AREAS NOT TO BE O1STURBED.
6. LOCATION OF AREAS 'l'ft-IERE CONSlRuCTlON WILL BE PH"'SED
TO MINIUIZE DURATION OF EXPOSED SOIL AREAS.
7. ALL SURFACE WATERS AND EXISTING WETlANDS.
B.. METHODS 10 BE USED FOR FINAL STABILIZATION OF ALL
E)(POSEO SOn. AREAS.
THE f>ERMITTEE MUST "'MEND THE SWPPP AS NECESSARY TO INQ.UDE
ADDI110NAL REOUIREMENTS. SUCH AS ADDIUONAL OR MODIFIED BMP'S.
DESIGNED TO CORRECT PROOLEMS IDE:NTlFlEO OR ADDRESS SITUATIONS
WHENEVER:
1. lJ..tERE IS A DiANe<: IN DESIGN, CONSTRucnON. OPERATION
OR lIIAINTEN...NCE.
2 WEATH!;R OR SEASONAL CONDITIONS THAT HAVE SIGNIFICANT
EFFECT ON DISCHARGE.
J. INSPECTION OR INVESTIGATION BY SllE OPER4TORS. LOCAL.
SlATE. OR fEDERAL Of'noAl.S INDICATE THE: SYll"PP IS NOT
EFFEcnvt.
4. THE SYl?PP IS NOT ACHIEVING THE C'ENERAL 08.E:CTlVES or
CONTROlUNC POllUTANTS OR THE SWPPP IS NOT CON$lSTfN;
WITH 1l-IE TERMS AND CONDITIONS Of THIS PERMn.
5. 'tHE lIIPCA DETERMINES THAT DlSOiAAGE M"'Y CAUSE OR
CONTRIBUTE TO NON-ATTAlNMENI OF ANY APPUCABLE WATER
DUALITY Sl...NDARS OR THE SWPPP DOES NOT INCORPORATE
THE REOUIRElIIENTS RELATEO TO AN APPRDVEO TOTAL MAXiMUM
DAILY lOAO (nJOL}: 'THE RUNOFf FROU THE SITE DISCHARc;e:S
TO AN IUPAlRED WATER WHIO-! HAS AN APPRO~ Tl./DL AN/;)
HAS NOT BEEN PROPERLY DETAIlED IN THE SiWPP.
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STORIoI W"'TER PONDS. SEDIMENT BARRIERS AND OlHER MEASURES
INTENDED 10 TRAP SEDIMENT ON-SITE WIll BE CONSTRUCTED AS A
FIRST STEP IN GRADING. ANO WILL BE MADE F'1JNCTlQNAL BEFORE
LMlD DIS'ILtRBANCE TAI<ES PLACE UPSLOPE. EARTH.EN STRuCru~ES
SUCH AS DAMS, DIKES AND OIVE:RSlONS MUST BE SEEDED AND
UULCHED WITHIN 4B HOURS Of INSTALLATION. UTlUTY AND PAVING
WORK WILL COMMENCE UPON COMPLETION OF THE GRADING
OPERA liONS. AtL EROSlON CONTROL MEASURES AND PROTEC11'11(
FENCINC IoIUST BE INSTALLED AND INSPEClED BY lHE OlY OR LOCAL
GOVERNloIENT UNIT PRIOR. TO BEGINNING OF ANY GRADING.
RESPREAQ lOPSOIL AND ESTABLISH TURF ON ALL ROUGH GRAt)ED
A1l:EAS OTHER THAN THOSE DESIGNATED FOR PADS. BlTlJMINOUS. AND
CONCRETE WITHIN 48 HOURS ....TER COl~PtETION OF EARTH MOVING.
GENER"'L ARE'" SEED MIX: MNDOT sPEC. 3816.2 MIXTURE 1.308.
MULCH: UNDOT TYPE 1 DISC ANCHORE.O. 2 TONS PER ACRE.
FERTlUZER: COI.lI.IEROAL 10/10/10 (PHOSPHA1E UMI1EO TO NO
LlORE TH"'N "'00 LBS, PER ACRt)
RESPREAO TOPSOIL AND ESTABliSH TURF ON ALL fiNAl. GRADED
AREAS WITHIN 72 HOURS AFTER COMPLETION or FINAl. GRADING
GENERAL AREA SEED MIX:MNDOT sPEC. 381&.2 I,II)CTURE 5ea.
.MULCH: UNDDT TYPE 1 DISC ANOIOREO. 2 TONS PER ACRe
FER1IUZER, COMIJERCIAl. 10/10/10 (PHO$PHA1E lIl,IlTED TO NO
"'OAE THAN 400 LBS/AC)
UAlNTAIN ALL EROSlQN CONTROl ITEMS. REMOVE ACCUMULATtO
SEDIMENTS, ClEAN UP MUD TRACKED FROM mE SITE ON TO.
ADJACENT STREETS. AND CONTROL DUST (PER "'NDDT SPEC 21JO AS
NECESSARY TO. ElIlJlNAlE SIGNIFICANT OUST PER REOUIRE!.lENTS OF'
ENGINEER, CIWIIER. AND/eR CITY. UNTIL SUCH TIME AS THE ENGINEER
HAS ACCEPTED THE W()RK.
TEt.lPQRARY STOCKPILES MAY BE LEFT ON THE SlTE FOR USE IN
B"'CKFlLl REPLENISHMENT. STOCKPILES "'UST HAVE SILT 'ENCE OR
eTHER EFrECTI\'( BMP'S TO CONTIlOL RUNOFF. STOCKPILES CANNCT
BE PlACED IN SURfACE WATER C~\'(YANCE OEVICES (CURB AND
GUTTER. $WALES OR DITCHES). ToPSOIL WIll BE REsPREAO
PROGRESSI'JR Y AS THE GRADING WORK CONTINUES. IF STocxPllES
ARE 10 REMAIN FOR NDRE THAN 60 DAYS. TEMPORARY SEEDING
NUST BE ?LACED.
THE PERMITTEE MUST IMPl.[MENT THE SWPf>P AND INSTALL BMP'S
IDENTIFIED IN THE SYl?PP IN AN APPROPRIATE AND FUNCTIONAL
IolANNER.
lHE LOCATION Of AAEAS NCT TO BE O1sruRBED ),lUST BE
DElINEATED ON THE SlJE BEFORE Of\'(LQPMENT BEGINS.
ALL EXPOSED AREAS VIlTH A CONnNUOUS POSITIVE: SlOP[ WITHIN
200 FEET OF A SURFACE W"'TER MUST HA\'( TEMPORARY EROSION
PROTECTION OR PERMAtjENT CeVE:R FOR 'THE EXPCSED SOl:" ARE....
YEAR ROUND, VIlTH THE FOLLOWING t.lAXlMUM TIMES AND AREA C"'N
REMAIN OPEN WHEN THE AIlE:A IS NOT ACTIVELY BEING WORKED:
1. SlOPES STEEPER TH"'N .3: 1 (1 DAYS).
2. SlOPES Of 10:1 TO J:I (14 DAYS).
J. SlOPES Of 10:1 OR FLATTER (21 OAYS).
THE NORI.IAL 'M::TTED PERlM(TER OF ANY TEMPORARY OR PERM"'NENT
DRAINAGE DlTOi TH...T DRAINS WATtR FROr.I A CONSTIlUCTlON SITE
eR OI\'(RTS WAlER AROUND A SITE, MUST BE SlABIUZtD 'MTHIN 200
fEET FROM THE PROPERTY EDGE. OR FROI.I THE PCINT Of' DISCHARGE
TO ANY SURFACE WATER WlHlN 24 HOURS OF CONNECTING TO A
StJRFAC(: WATER.
THE OTY WILL INSPECT SILT FENCE PRIOR TO ANY !.AND ALTER,I.TION.
AU. SILT fENCE SI-lAl.L BE CONSTRUCTED WITH WOOD OR STEEL
POSTS (SEE DE:TAll).
"'U EROSION CONTROL ME"'SURES MUST BE INSTAlLED AND
MAINTAINED ACCORDING TO THE D(TAlLS INCLUDED IN lHE
CONSTRUCTION DOCUMENTS. ALL SILT UUST BE REI.IOVED FROM SILT
FENCE WHEI'l IT REAOiES A HEIGHT EOUAl TO. ONE:- llnRD Of THE
HEIGHT OF THE SILT fENcr. THE CONTRACTOR MUST PERFORI.I ANY
CORRECTI\'( IIlEASURES ORDERED BY THE CITY. LOCAl GOVERNIoIENT
WilT. OR IoIPCA WITHIN 24 HOURS or SUO-! NOTICE. THE CONTR...CTOR:
$HAl.L ALSO PLACE ANY ADOITlONAL EROSION CONTROl I.IEASURES
DEEMED NECESS...RY BY THE OTY OR IIlPC... WITHIN 24 HOURS OF
NOTlCE. Al.L MEASURES ),lUST BE REPLACED OR REPAIRED 'MTH mE
"'PPROVAL Of CITY, AND I.Ipc.o.. 'M-lEN THEY BECOME NONf'lJNCTIONAL
ORANGE POLY SNOW FENONC t.!uST BE PLACED AROIJND ALL
NATURAL FE"'TURES THAT ARE TO BE PRESf;R\IOl. !HIS INQ.UDES
"'U TREES. I't'C:n.ANDS. SO_OPES. ETC. IN LOCATIONS \\\-lERE
PLACEMENl CF PROTECTION. fENONG COINODES WITH THE P\.AC(J.IENT
OF 5I'_T tENCE. 1).jr TOP PORTION OF THE SILT .ENC( IIlAY BE
PAINTED ORANGE AND CAUTION RlBElON MAY BE 1NSrAUED IN
ACCORDANCE WITH THE DHAlL PROVIDED IN THE COIiSTR\JCTION
SPEClflCATleN. RIBBON t.!UST BE MAINTAINED AT ALL TIMES IF THIS
ALTERN...Tf\'( IS 10 BE USl:Q.
CONTRACTOR 9iAU SE RESPONSIBLE FOR KEEPiNG EXlSTlNG PAVED
SURfAcrS CLEAN at" SEOII.I[Nl BY STREET SWEEPING ROADWAYS
\\HEN A SlGNiFlCANl ACCUMULATION OF SEOIMENl OCCURS ON THESE
SURf.Acrs. ANY SEDII.IENT TRACKED OfF-SITE IS TO BE REMOVED
WITHIN 24 HOURS. SWEEPING r.lUST ALSO OCCUR \'!HEN DIRECTED BY
THE: an.
mE CONTR...CTOR IS TO PL"'cr ... THREE FOOT WIDE. STRIP OF SOD
BEHIND THE CURB FOllOWING B...a<:FILLINC TO PRE\'(NT EROSlON IN
THIS ARE....
INDIVIDUAL EROSION CONTROL PlAtjS WILL BE REOUIRED fROI.f LOT
SUILOERS AT THE Tlr.lE or fUTURE CONSTRUCTION.
CONTRACTOR TO PROVIDE SlRAW BALE PROTECTlO/1 AT AU. CATCH
BASIN INLEtS (SE:E DETAIL).
EROSI~ CONTROt BLAtjKET SrlAU. BE INSTALLED ON All SLOPES .3: I
OR STEEPER.
TEJ.lPORARY AND ptRJ.lANENT SEDIJ.lENTATlQN BASINS MUST BE
DRAINED AND SEDIMENT REMOVED ONCE TliE SEDIMENT COLLECTED
REAO-!ES ONE-THIRD THE STORACl: VOlUME W1lHIN 72 HOURS. AS
f1EI.O CONDITIONS ALlOW.
ALL SEDIMENT OEPOSlTS WITHIN StJR>AC( WAltF!S MUST BE R('MOVED
AND RESTABILlZED VoITHIN 1 D"'YS OF DISCOVERY. THIS II'lQ.UDES
DELTAS AND STORM S€:\\tR SEDIMENT DEPOSITS.
INRLTRATIONjnLTRATlON SYSTEMS SHOULO NOT BE EXC"'VATEO TO
fiNAL GRADE UNnL THE COOlRlBUTlNG DRAlN"'G[ ...REA HAS BEEN
fULLY STABILIZED.
DURING EXCAVATION. SEDIMENT AND EROSION CONTROl D1;VlCES
SHOIJlD BE UTILIZED TO PRE'A;NT SEDIMENTA TlO~ AND THE ARE'"
MUST BE STAKED OFF AND MARK(O SO THAT HEAVY CONSTRUCTION
EOUIPMENT WlLt NOT COMPACT THE SOIL
TO PRE\'(NT ClOOONG or THE SYSlEI.I, A PRETRE...TMENT DEVlCE:
MUST BE USED TO SETTLE PARTICULATES BEFORE RUNOFf
DISCH",RGES INTO THE INnLTRATlONjFIL1RATIQN SYSTEM.
ON-SITE lES1ING MUST BE CCfiDUCTED TO VERIFY THAT A IIlINIMUM
or 3 fITT OF SEPARATION FROM BEDROCK Oil: SATURATED SOIL IS
ACHIEVED.
AU INFILTRATION AREAS t.lUST BE INSPECTED T'o ENSURE !HAl NO
SEDII.IENT FRQI,I ONGOING CONSTRUCTION IS REACHING THE
INfiLTRATION AREA
SEDIMENT CONTROt DEVICES MUST BE USED TO MINIMIZE SEDIMENT
ENTERING SURfACE WA1ER, INClUDING OJRB AND GUTTER AND STORt.!
SEW<:::RINLETS.
IF THE DOlIN GRADIENT TREAJMENT SYSTE\I IS OvrR LOAD!D. THE
S'M'PP I.IUST BE AI.IENOCO.
PERt.lIT REOUlRES THA; 'THERE BE NO UNBROKEN SLOPE LENGTH
GREATER THAN 15' fOR SLOPES 'MTH A CRADE OF 3: I OR STEEPER.
"'LL DOYoN GR"'DIENT PERIIolETER SEOI~ENT CONTROLS SHOULD BE IN
PLACE B.EfORE ANY UP GRADIENT DISTRURElANCE BEGINS. AND
MAINTAINED UNTIL FlNAL STABtUZATlCti.
TIMING AND INSTALLATION OF SEOIt.lENT CONTROL DEVICES CAN BE
ADJUSTED TO ACCOMllAOOATE SHORT TERM ACTlVlTIES SUO-! AS
CLEARING AND GRUBBING.
All STOR~ DRAlN INLETS "'UST BE PRD1ECrro 'MTH BMP'S
ROCX CONSTRUCTION ENTRANCES OR EQlJIVALENT SYSTEM I.IUST BE
USED TO MINIIIlIZE TRACKlNC FROM SITE.
DEWATERING ACTlVlTlES iHAT NAY HAVE S<:01MENT-LAOEN DISCHARG~
I.IUST DI5O-iARGE INTO A TEMPORARY OR PERM"'NENT SEOI"'ENTATtON
BASIN Vl\-lEN POSSIBLE. OTHERWISE t1 ~UST BE DISO-!ARCE:D
THROUGli SQJ.lE 1'01'1.1.1 OF" BMP.
All Cl'JffiOWS fROM aMP'S MUST HAVE ,l,PPRO\'(O ENERGY
CISSlPATlON SUOf AS RIP RAP.
THE CONTRACTOR SHALL COJ.lPLETELY REl.lOVE ALL TEMPORARY
EROSION AND SEDIMENT CONTROl. MEASVF?ES UPON ESTABLISHMENT
OF FINAl. MEASURES AND SITE STABIUZATION. CONTRACTOR SHALL
OVE:RExCAV"'TE T(MPORARY S<:CII.IENT POND BOTTOhf If POOR
SUBSOILS BECOME SATURATED AND REPLACE \'11TH COMPACTED fiLL
M"'TERIAL PER REOUIREMENTS or GC':OTEOiNICAL REPORT.
INSPECTION AND RECORD
RETENTION
THE S'M'PP. ALl CHANGES TO IT. AND INSPECTIONS AND
MAINTENANCE RECORDS t.lUST BE KEPT AT THE SlTE DURING
CONSTRUCTION BY THE PERMITTEE WrI0 HAS OPERATleNAL CONTRa.
Of THE PORTICf'< OF THE SITE.. AU O'I\NERS MUST KEEP THE Sv.PPP
ON FILE fOR THREE 'ftARS AFTER THE SUBMITTAL OF THE NOTICE OF
TERI.IINAlION. INClUDING THE FOtLDWlNG INFORM"'TlON:
1. ANY OTHER PERI.IITS REQUIREO FOR THE PRO.E:CT.
2. RECORDS OF AU INsPEcncm AND "'AlNT(NANCE CONDUCTED
OURlNGCONSTIlUC110N.
3. AU PERM"'NENT OPERATION AND MAINTENANCE AGREE:MENTS
THAT HAVE BEEN IMPLEMENTED, INClUDING ALL RIGHT Of W"'Y
CONTRACTS. COVENANTS. AND OTHtR BINDING REQU1R(MENTS '
REGARDING PERPETUAL "'AlNTENAtjCE.
.... AU RtOUIR(D CALCULATIONS FOR DESIGN Of THE TEMPORARY
AND PERI.lANENT STORM WATER IIlANAC!:MENT SYSTEMS.
THE PERllIrTtt MUST ROUTINElY INSPECT THE SITE ONCE EVERY 7
DAYS DURING ACTIVE CCNSTRUCTION AND 'MTHIN 24 HOURS ArTER A
RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.
ALL INSPECT10NS AtjD MAlNTENAI'lCE CONDUCTED DURING
CCNSTRUCTlON MUST aE RECORDED IN WRITING "'ND RETAINED WTH
THES1'l'PPP.
RECORDSSHOIJI.OtNCLUDE:
1, DATE AND TIME Of INSPECTIONS.
2. NAJ.lE Of" PERSON CONDUCTING INsPECTION.
J. FlNDING OF INSPECTION INCLUDING CORRECTIVE ACllON.
DETAILS or CORRECTIVE ACTION (DATE. TIME. PARTY
COMPLETING MAJNTENANCE)
4. PATE AND AMOUNT or RAINFAlL GREATER
1}IAN 0-5 INCHES IN 24 HOURS
5.DOCUl.!ENT"'TlOO OF CHANGES TO SM'PP.
IN AREAS OF PROJECT w-iERE FIN"'L STABILIZATION IS COMPLETE.
INSPECTIONS eM BE REDUCED TO ONCE A MONTH_
INSPECTIONS CAN BE SUSPENDED DUE TO FRDZEN GROUND
CONDITIONS UNTIL fiRST RUNOFF OCCURS OR CONS1RUCTION
ACTlVlTlES RESUJ.lE.
NOTICE OF TERMINATION
PERMITTEES MUST SUBMIT NOTICE: OF TERMINAT10N (NOT) WITHIN 30
DAYS IF twiE OR MORE Of FOLlOWING CONDITIONS HAVE BEEN MET:
1. fINAL ST"'SIUZ'" TlON HAS BEEN AOJIEVEO ON AU PORTIONS Of
THE Silt fOR l'MICH PERMITTEE IS RESPONSIBLE:. INCLUDING
THE RfJ,lOV"'L or AU. TEMPOKAAY MEASURES SUCH AS 51L T
,,,"'-
2. ANOTHER OWNER HAS ASSUMED CONTRa. OVER ALL PORTIONS
Of' THl: SITE THAT HAVE NOT ACHIEVED FINAL SlABILlZATlON.
.3. IN THE CASE OF RESIDENTIAL CQNSTRUCT1Cfi, TEMPORARY
EROSION PROTECTION AND DOWN GRADIENT PERlIIlETER CONTROL
FOR INDIVIDUAL LOTS HAS BEEN COMPLETEO AND THE
RESIDENCE H"'S BEEN m"'NSFERRED TO THE: HOMEO".".ER.
PERMITlEE I,lUST ENSURE FlNAL S'tABILlZATlCW or 'THE SITE AND
SUBMIT THE NOT .,."TH1N 30 OA'l'5 or ,iNAL ST"'BIUZ...TlON.
.INAL STABIUZATlON CAN BE ACHIE\'(O IN THE FOUe'MNG WAY,
1. AU SOIL DISTlJR81NG ACTIVITIES ARE COMPLETE AND A
UNIf'QR.l.I PERENNIAL ~GETATI\'( COVER l'IlTH A DENSITY Ot '0%
OVER THE ENTIRE PERVlOUS SURFACE HAS SEEN ACHIEVE:D
INClUDING:
-STABILlZ...TlON or OlTO-!ES AtjD SWALES.
-REIIlDVAL OF AlL TEMPORARY SYNTHETIC &. STRUClURAL
BMp.S.
-REMOVAL OF SEOIMENTS FRQl,I STORM W,I,TER CONVEYANCES
AND PERMAtjENT WATER OUAllTY BASINS.
tOR RESIDENTIAL DEVELOPMFJ'i'TS. FINAL STASlLlZ...TlON HAS
BEEN"'CHIEVO'..o'l'ft-lEN;
-TD.lPQRARY EROSION PROTECTION AND DO'M'l GRADIENT
PERIMETER CONTROL fOR INDIVIDUAl. LOTS H...VE BEEN
COMPLETED.
-THE Rt;SIOENa:: f<AS aUN TRMis<'l:RI?EO 10 THE
HOMEOWliER, THE PERI,IITTEE I,IUST DISTIlIBUTE THE I.IPCA
-HQI,lED'll'NER FACT SHEEI' TO THE HQJ.lEOMlER.
SEQUENCE OF CONSTRUCTION
I. CONTRACTOR 10 VE:Rl.Y THAT ALL PERMITS HA\I[ BEEN O!31"'INEO.
2. CONTRACTOR TO SQ-lEDULE FIELD MEETING WllH CrY OR lGU
AND/OR WATERSHED.
3. CONTRACTOR TO INSTALL ALL PERIMETER SEDIMENT CONTROL
DEVlCES. CONsmUCTlON ENTRANCES AND PROTECTIVE Ff:NONG
FOR TR€ES. DITCHES, ElaSTlNG WATER BCOIES AND AREAS TO
REMAIN UNDISTURBED.
4. CONTRACTOR TO. CONSTR\JCT STORMWATER AND/OR TEI.IPORARY
SEDIUENTATlON BASINS.
5. CONTRACTOR TO CONTACT CTY OR lCU AND/OR WATERSHED FOR
APPROVAL CF SEDIMENT CONTROL DEVICES.
~. CONTRAC1QR TO ROUGH GRADE SITE AND INSTAlL UTlLIDES.
,. CONTRACTOR TO INSTALL 'TEMPORARY EROSION CONTROl. DEVlCES
AS NECESSARY. CONTIlACTOR TO Fill TEt.lPORARY SEDIMENTATION
BASINS. COMPACTING TO SPEOFlEO DENSITIES. REMOVE: ALL
UNSUITABLE SEDIMENT PER RECOMMENDATION OF GEOTEOJNICAl.
ENGlNEER.
8. CONTRACTOR TO INSTALl SUBBASE: AND BASE FOR P"'VEMENT.
9. CONTRACTOR TO. INSTALL BITUMINOUS SURFACE.
10. CONTRACTOR TO INSTAll EROSIQN CONTROL BLANKnS \'11TH
PERMANENT SEED MIX.
n. ONCE AU OlSTUR8EO AREAS HAVE: BEEN STABILIZED. OBTAIN
APPROVAL FROI.I THE CITY ENGINEER AND WITHIN TWO ~KS OF
FINAL STABILIZATION.
12. CONTRACTOR TO REMOVE SEDIMENT CONlRU. DEVlcrS \'I1THIN TWO
v.EEKS Cf' APPROVAL
13. SUElMIT NOTICE or TERMINATION WlTHIN 3D DAYS OF FINAL
STABILIZATION.
Fll.TER FAIl~'C SHA~~ Bt
Pl.~c(D UJ<{lLR ROO< TO STtP
SILl "JCI<~nON l'HROuG><
"=
"OSWO'I'./tl>
GRADING
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1("897.00
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REPLACE DCISllNG MANHOlE CASTING ~lH
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RE-91D.32
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UTILITY NOTES
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25-117-22-22-0005
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EXCELSIOR BLVD., HOPKINS MN 5S3'tf
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CoIl 48 Hours b&ron~ cf'99fl9
GOPHER STATE ONE CALL
Twin CUes Area 651-45<4-0002
UN. Toll Free 1-800-252-1166
,'?-~~~ggo~E~HJC\J"" AND ~((l'.sTllJ"" 'NCilESS
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CONTRACTOR SHALL fiELD VERIFY lOCA nONS ANO ElEVA nONS OF [xlsnN
UTILITIES AND TOPOGRAPHIC fEATURES PRIOR TO THE COMMENCEMENT OF SITE
GRAOING_ THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER Of
DISCREPANCIES OR VARIATIONS FROM THE PLANS.
N-L EXISTING utlUTY LOCATIONS SHCi\'.lN ARE APPROXIt.AATE. CONTACT ~GOPHER
STATE ONE CALL~ (651-454-0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO
EXCAVATION.
WATER MAIN, & STORM SEWER CONSTRUCTION SHALL CONF"ORM TO THE CURRENT
EDITION OF ~STANDARD SPECIFICATIONS fOR WAT[R MAIN AND SERViCE llNE
INSTALLATION AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY
ENGINEERS ASSOCIATION OF MINNEsoTA.
CA1CH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPEO 0.04 fEET.
ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM
ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.
REFER TO SIT[ PLAN fOR CURRENT HORIZONTAL DIMENSIONS AND LAYOUT,
ALL FIRE HYDRANTS SHALL BE 'LOCAT[O 5 fEET BEHINO BAD< OF CURB UNLESS
OTHERWISE NOTED.
A MINIMUM OF 7.5 FEET OF COVER IS REOUIRED OVER ALL WATERMAIN, UNLESS
OTI-lERWlSE NOTED. EXTRA DEPTH MAY BE REOUIRED TO MAINTAIN A MINIMUM OF
IB~ VERTICAL SEPARATION TO SANITARY OR STORM SEYER UNES.
A MINIMUM OF 18 INCHES or VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL
SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERI'lISE NOTED.
EX. 51),1 IE~S02.5:H
Elt. 51),! BOl=902,19J;
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STRUCTURE STRUCTURE NEENAH STRUCTURE STRUCTURE NEENAH
NUMBER SIZE CASTING TYPE NUMBER SIZE CASTING TYPE LEGEND ~ ~
(OR EQUIVALENT) (OR EQUIVALENT)
C8MH-11O 54" OIA. R-2S01 CBMH-171 45" DlA. R-2501 PI;><ONCRwAL"~IDlLtm
CBMH-l11 48" OIA. R-2501 CBMH-l72 48- OIA. R-2501 SlO'NstM:R ->>- ->>-
R-2501 CBMH-173 4S" 01/1.. R-25Oi CA.TCHElA5>N . .
CB-112 27- DIA. CA.TOlBIlS"'''AIi><(l(.E . 0
CBMH-l20 72~ DIA. R-2501 CBMH-174 48" OIA. R-2S01 STORtoI"ANHa..[ . 0
CBMH-121 45- DlA. R-2501 CBMH-175 48" DIA. R-2501 ~,~ . ,
CBMH-122 48R DIA. R-2501 STMH-176 48.01A. R-1642 fU.RW ENO WI I'aP R.... eo e>
CB-122A 2'x3' R-3067-V C8-177 27" OIA. R-2501 WAlU<IoIAlN -,- -,-
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CBMH-i30 48" alA. R-2501 CBMH-181 48" OIA. R-2S01 POSTI"llICA.TCJlllALvt . 0
CB-131 27~ DIA. R-2501 CBMH-182 48~ OIA. R-25Oi ~"~ -w- -w_
CBMH-183 48" OIA. R-2501 l>Vi;RHE:1lO EUCTIllC -.- -.-
CBMH- 140 48~ OIA. R-2501 lJt;OC~EUCTRIC -.- -.-
CB-141 27-D1A. R-2S01 CBMH-184 48" DJA. R-2S01 O\otFlHtllOTEltF'ttCt<E -.- -01-
CBMH-150 S4~ DIA. R-2501 CBMH-18S 4S" DIA. R-2S01 U>l~1ELl:PHOI'f[ -.- -Uf_
CB-iS1 27" DIA, R-250l STMH-186 48- alA. R-1642 ~~= - -
CBMH-160 72" DIA. R-2S01 CBMH-187 48" OIA. R-3067-V
CBMH-170 48" DIA. R-2501 C8-188 27" DIA. R-2501
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CODE OT'(
A 7
B ,
C 5
0 "
E "
5
G A
COMMON NAME/LA TIN NAME
HACKBERRY
Celt\socc;denlol\.
IMPERIAL HONEYLOCUST
Gledas;", 1';"conll1o$ va'. ;"..,mis '1m col.
GREENSPIRE tn-IOEN
..I,"cordato'Green"",;,.,'
BLACKHILLS SPRUCE
loucadensolo
Y SPRUCE
ROOT PLANT TYPE
B&B DECIDUOUS
B&B OVERSTORY TREeS
B&B 0
B&' CONIFERO;JS
O\IERSl"QRY TREES
B&B {9
DECIDUOUS @
B&B ORNIMENTAL
TREES
SIZE
2.5
CAL.
2.5
CAL.
2.5
CAL
,
H,.
,
",.
2.5
CAL
2.5
CAL.
5
PPLE
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OR AS ~C6: D[ODUOUS SHRU8S
5 CaNT. PLANT 5-0 D.C. IN
UASS OR AS SHOWN
5 CaNT PLANT 5-0 O.c. IN
MASS OR AS SHOwN
5 N . PLANT 5-0 O.C. IN
Jun, ems Chinen,,;s 'MonleO' MASS OR AS SHOWN
18 MEDORA JUNIP CaNT. PLANT 6 -0 o.c. IN
Ju", "'US $<:001\11"""", 'Medc'o' J.lASS OR AS SHOWN
NOTE: THE ABOVE LANDSCAPE TOTALS ARE GIVEN AS A CONVENIENCE TO THE lANDSCAPE CONTRACTOR. THE
lANDSCAPE CONTRACTOR 1$ RESPONSIBLE FOR vtRJFYlNG COUNTS WITH lANDSCAPE PLAN.
CON
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GOPHER STATE ONE CALL
T_in Cilies Area 651-4.54-0002
UN. Toll Free 1-800-252-1166
LANDSCAPE NOTES
\.
I
F'-
CONTRACTOR SKAt!.. f'lELD VERIFY lDCAl10NS >>10
ELEVATIONS OF EXISTING UTIUTIES AND ToPOGRAPHIC
FEATURES PRIOR TO 11-*: COltIJ.E.NCEI.lt.NT OF l..ANOSCA?E
INSTAlLATlDN5. THE CONTRACTOR SlfALL I~MEOIATt:LY NOTIFY
'THE ENGlNEER OF DISCREPANOES OR VARIATIONS FROM THE
PLANS.
REFER TO GRADJNG PLAN FOR GRADES ANO EROSION
CONTROL AREAS.
RVER TO LANDSCAPE DETAIL SIf((T FOR CENERAL PLANl1NC
Norrs. IRRIGATION NOTES AND I'L.AN1lNG DETAILS.
ALl. \..ANOSC"'PEC "'RtAS 10 REot~ SOD EXCEPT 'M-iERi:
NOTED OTH(R'MSL SOO SHALL BE lAID OUT PARALLEL TO
CONTOURS AND HA~ STACC!:REO JOINTS_
5" MlN. 'DEPTH or TOPSOIL TO SE USE!) IN All PLANTING
':i~~lxruRE SHALL NOT CONTAIN MORE THAN J5:r; SAND
AU TREES SHALL BE ~APPED \\ITH FlRST-OUIUTY HEAVY,
WAl(RPROOF CR€:P( PAPER E'XCf:PT HACKBERRY DURING
SEPTO/BER 15 TO APRIL t.
AU CONSTRUCTION SHALl at: IN ACCORDANCE I'olTH THE
Ort OF HOPKINS STANDARD$.
CONTRACTOR TO COODINATE: WATERING PlAN FOR SPEDES
TO SE PLACED ON SITE. w,\TERI"IC PlAN TO BE VERIFIED
~~I~~f.'lRY AS WELL AS REClSTERED LANDSCAPE
GRADJNG CONTRACTOR TO PRO\llDE 4~ PVC SLEEVES UNDER
PA.\lEW,i:NT le PARK.lNG 1.QT lSLJ\NDS FOR IRRIGATION.
REQUIRED LANDSCAPING
HOPI<INS ZONING COOE REOUIREJ.lENTS:
I O\lrRSTQRY CONIFEROUS OR DECIDUOUS TREE PER 1000 SF'
OF GROSS FLOOR SPACL:
ADDITIONAL GROSS flOOR sPACE;
DI\IlDEDBY;
TOTAL TREES REOUI!tED;
TOTAL OVERSTORY TREES REOIJIRto;
54.500 Sf'
!,QQQ
54.5{55lflEES)
ssmEES
PROPOSED LANDSCAPING
OEDDOUS OVERS TORY TREES: 15
CDNIFROl!S O\lrRSTORY TREES: 31
DEODOUS QRNIMENTAL TREES: S
TOTAl. TIlEES; 55
DEDDO\JS SHRUBS; 27
(:{lH\ffiO\lS SHRUBS; ~
TOTAL SHRUSS: 5,}
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IN
BENCHMARKS
I. Top nut of hydrant os shown in Island 150:1; It Sw'ly
of NE. properly corner.
Elevation = 915.84 feet (N.G.Y.D. 1929)
2. Top nut of hydront os shown in center of storage
yard.
Elevation = 912.02 feet (N.G.Y.D. 1929)
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02005RLK-K""s;sto, LTD.
GENERAL NOTES
LANDSCAPE CONTRACTOR TO Vf:R1FY All UTlUTY lOCATIONS ON PROPERTY WITH THE CENERAl CONTRACTOR
AND BY CALLING COPH~R STATE ONE CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS.
THE DEVELOPER RESERVES THE RIGHT TO INCREASE THE NET QUANTITIES OF LANDSCAPE UNITS. USE
LARGER UNIT SIZES, OR VAR'f THE SPEC1EC1(S ACCORDING TO AVAlIBIL1TY AT THE TJME OF PLANTING PER
THE LANDSCAPE ARCHITECTS WR1ITEN APPROVAL
CQORO\NME. THE Pl-'ASts OF CONSTRUCTION At'll) p\..M.rI"lN<;; \'I'\~1~W."'i'~S 'f1'i'i'M C1Ht'K CON1RAC10RS
WORKING ON SITE.
WH.ERE EXISTING TREES AND/OR SIGNlnCANT SHRUBS WSS\NGS ARE rOUND ON SItE:. WHETHER SHOWN ON
THE DRAWING OR NOT, THEY SHALL BE PROTECTED AND SAvED UNlESS NOTED TO BE REMOVED AND/OR
ARE IN AN AREA TO BE GRADED. MoJ'( QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR
NOT SHALL BE BROUGHT TO THE ATTENnON Of THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL
ALL EXIS'TING TREES TO REMAIN TO BE FERTlllZED AND PRUNED TO REMOVE. 000 \'1000 AND DAMAGED
OR RUBBING BRANCHES.
BB TREES AND SHRUBS ARE BALLED AND 8URlAPED.
NO PLAN"T MATERIAl SUBSTITUTIONS WILL BE kCCEP1ED UNLESS A?FRO\lf..l IS R'(:OUESiEO OF THt
LANDSCAPE ARCHITECi BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION Of A 810 AND/OR
QUOTATION_
ALL PlANT MATERIAl SHAlL COMPLY WITH iHE tAiEST EDlll0N Of THE AMERICAN STANDARD fOR NURSERY
STOCK. AMERICAN ASSOCIATION OF NURSERYMEN.
CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAlNTENANCE: OF Al.L NEWLY INSTALLED MATERIAlS UNTIL
TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDAliSM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER
ACCEPTANCE SHALL BE: THE RESPONSIBILITY OF THE CONTRACTOR.
. CONTRACTOR SHALL PROVIDE A WRIlTEN REOUEST TO THE LANDSCAPE ARCHITECT FOR THE OWNER
ACCEPTANCE INSPECTION.
WARRANTY FOR LANDSCAPE MATERIALS SHAll BEGIN ON THE DATE OF ACCEPTP.NCE BY THE lANDSCAPE
ARCHITECT AFTER THE COMPLETION Of PLANilNG OF Al.L LANOSCA!'E MATERIALS. NO PARTIAl ACCEPTANCE
WILL BE CONSIDERED.
CONTRACTOR SHAlL mJARANTEE NEW PLANT MATERIAl THROUGH ONE CAlENDAR YEAR FROM THE DATE OF
OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
ALL TREES ADJCENT TO HyoRANTS REQUIRE I>.T lEAST A '9'-0. SEPDRATION fROM STEM TO TOP NUT Of
HYDRANT.
DECIDUOUS TREE
NOTES:
IT IS THE CONTRACTOR'S OPTION TO STAl<[ TREES;
'tIO'li~R, "THE CQN1R11ClOR IS RESPONS18LE FOR
MAINTAINING TREES IN A PLUMB POSITION
THROUGHOUT THE GUARANTEE PERIOD. TWO ALTERNATE
METHODS OF TREE STAKING ARE ILLUSTRATED.
SCARIfY BOTTOM AND SIDES OF HOLE PRIOR TO
PLANTING.
REMOVE AT lEAST HALF o. \HE WIRE. TWINE. AND
!3URlAP FROM !3&8 PlANTS.
BE LEVEL OR SLlGHTL Y ABOVE
~
.
~
_S'_O"
STEEL STAKE
DOUBLE STRAND 14 GA.. WIRE -
3' @ 120" INTERVALS (TYP.)
16~ POL.YPROPYLENS QR
POLYETHYLENE (40 MIL, 1 -1 /2~
WIDE STRAP 1YP.)
TREE WRAP TO FIRS1" BRANCH
Ii fLAGGING - ONE PER WlRE
ROOTBALL TO SIT ON SUBGRADE
MULCH - 4" DEEP SHREDDED BARK
(UNLESS NOTED OTHERWIse)
PLANTING SOIL - SEE SPEC.
TOPSOIL
SUBGRADE
1; 2" X 2- X 24" WOOD STAKE SET
I\T ANGLE
SOO
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;
,
;
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PLANTING SPECIFICATIONS
PLANTING BED PREPARATION: ALL MASS PLANnNG BmS SHAlL BE TILLED TO 1\ M1N\I.4\JM
DEPTH Of ID~. AMENDMENtS SHAlL aE APPlIEO ArtER CULTIVATION.
BACKFILL SOIL: USE SOIL EXCAVATED FROM PlANTING HOI.ES AND PROVIDE AMENDMENTS.
REMOVE AlL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER.
FERTIUZATlON: ALL PLANT MA1ERIA.LS SHAlL BE FERTILIZED, UPON INSTAlLATION, WITH DRlEO
BONE MEAl OR OTHER SPECIFlED fERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE
MANUfACTURER'S INSTRUCTIONS UNLESS NOTED OTHERWISE:.
MUl.CH MA1ER'JAL: J>S SPECIFIED ON THE tANDSCAPE PLANS. MASS MULCH AlL PLANTING BEDS
TO 3w DEPTH OVER FleER MAT WEED BARRIER. ALL PERENNIAl PLANTING BEDS TO RECEIVE 3~
DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER MAT WEED BARRIER. AU EVERGREEN AND
DECIDUOUS lREES 10 RECElVE to'- DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN
DIRECT CONTACT WITH TREE TRUNK.
TREE STAKING: l1 SHAlL Bt: THE CONTRACTOR'S OPTION TO STAKE AND/OR GtN TH[ 1REES
AGCORDlNG 10 1HE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY 10 TAKt: EVERY STEP
NECESSARY TO t.lAlNTAlN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CDNDJlJON AT
ALL TIMES UNTIL THE END Of THE PlANT GUARANTEE PERIOD E5PEC\i\LLY WHERE VAl'mAlISM,
SOIl. OR WIND cONDITIONS ARE A PROBLEM. AT THE END OF PlANT GUARANTEE PERIOD
CONTRACTOR SHAlL REMOVE STAKING. If INSTAlLED, PROIOR TO OWNER ACCEPTANCE.
TREE WR1\PPJNG: WRAPPING MATERiAl SHALL BE OUALlTY, HEAvY WATE:RPROOF CREPE: PI\PER
MANUfACTURED FOR THIS PURPOSe. WRAP AU DECIDUOUS TREES PLANTED IN THE FALL PRIOR
TO 12-1 AND REMOVE Al.L WRAPPING AFTER 5-1.
RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIfiED.
PLANTING PlAN: All PROPOSED PlANTS SKA.LL 8E ~OCA.TED CAREFULLY ~ SHOWN ON lHE
PLANS. PLAN TAKES PRECEDENCE oVER PLANT SCHEDULE If DISCREPANCIES IN OUANTITIES
EXIST. SPEClflCATIONS TAKE FRE.CEDENCE OVER NOTES. RESPECT STArED DIMENSIONS. DO NOT
SCAlE DRAWINGS.
EDGING: EDGING SI-lAI..L BE 4" P.v.C. COMMERCIAL GRADE EDGING WITt! THREE: (3) METAl.
ANCHOR STAKES PER 20 FOOT SECTION. ALL MASS PlANTING BEDS SHAI.L HAVE EDGING
P\.ACED 6ETWEEN MULCH AREA AND ANY ADJACENT TURf AREA.
CONIFEROUS TREE
NOTES:
CONIfER 1REES TO HAVE SHREDDED HARD"WOOD MULCH UNLESS NOTED OTHERWISE. NO
MULCH TO 8E IN CONTACT WI1H 1"R\)NJ{.
IT 15 THE CONTRACTOR'S OPTION TO SiAKE TREES; HOWEVER. THE CONTRACTOR IS
RESPONSI8LE .-oR MNNI"i\\NING. TREES IN A PLUMB POSITION THROUGHOuT THE
GUARANTEE PERIOD. TWO ALTERNATE M(THOOS Of TREE STAKING ARE ILLUSTRATED.
SCARIFY BOTIOM AND SIDES OF HOlt PRIOR TO PLANTING.
REtJOVE: AT LEAST HAlF OF THE WIRE, TWINE. AND BURlAP mOM 8&8 PlANTS.
Roal COLLAR TO BE L(\IEl OR SLIGHTLY ABOVE FINISHED GRADE.
~
.
~
DOUBLE STRAND 14 GA. WIRE.
3' @ 1.W INTERVALS (TYP.)
16~ POLYPROPYLENE OR
POLYDHYLENE (40 M\l,
1-1/2- WIDE STRAP TYP.)
5' -Ow STEEL STAKE
& FLAGGING - ONE PER WIRE
ROOTBAu. TO SIT ON
SU8GRAQE
MULCH - 4 ~ DEEP
SHREDDED BARK
(UNLESS NOTEO Q'l"rtmWlSE)
PLANTING SOil - SEE SPEC.
,OPS(,1IL
SUBGRAQE
'Ij'l." )( 2~ X 24- WOOD STAKE
fj I _ SET AT ANGLE
SOD
z
~
V
N
PLANTING NOTES
NO I"lMlilNG TO BE IN$1Al.lED UNTIL GR.l\DING AND CONSTRUCTION HAS BEEN COMPLETED IN
THE IMMED~TE AR~
ALL PLANT MA"TERII\1,.. LOCATIONS M\JST DE. RE\IlEWE.D ANP APPROVED BY THE LANDSCAPE
ARCHITECT PRIOR TO ANY AND AlL DIGGING.
If THE LANDSCAPE CONTRACTOR PERCflvES AN"( DEFICIENCIES IN THE p\..6.NT SELECTIONS, SOll
CONDITIONS. OR mt OTHER SITE CONDITION WHICH MIGHT NEGATIVELY Afl'"ECT PLANT MATERIAL
ESTABUSHMENT, SURVIVAl. OR GUARAN1CE, THEY SHALL BR!NG THESE DEfiCIENCIES TO THE
ATTENTION Of THE i-ANDSCAPE ARCliIr[CT PRIOR TO INSTAltAtJON.
ADJUSTMENTS IN LOCATION OF PROPO~;CD PlANT MATERIAlS MAY BE NEEDED IN FIELD. SHOULD
AN ADJUSTMENT BE AOVlSED, THE LANDSCAPE ARCHITECT MUST BE:": NOTlFlED.
All PLANTS TO BE INSTALLED AS PER PlANTING DETAILS..
ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND E\lfRY lREE SHALL BE CLEARLY
lOENTlFIED (COMMON OR LATIN NOMENCLATURE) WITH A P!.ASTIC TAG WHICH SHALL NOT BE
REt.!OVED PRIOR TO OWNER ACCEPTANCE.
WHERE TURf AREAS ABUT PAV[:":D SURf'ACES, FINISHEO GRADE OF TURF AREAS SHAlL ElE HEl.D
1- BELOW SURFACE ELEVATION OF TRAIt., SLAB, CURS, ETC.
500 SHALl. BE LAID PARAlLEl TO THt: CONTOURS AND SHAlL HAVE STAGGERED JOINTS. ON
SLOPES STEEPER THAN 3:1 OR IN DRNNACE SWALES, THE SOD SHAll BE STAKED TO THE
GROUND.
$00 AlL AREAS DISTURBED DuE TO CHADING OTHER THAN THOSE AREAS NOTED TO RECEIVE
SEED.
REPAIR ALL DAMAGE TO PROPERTY fRetA PLAN1"INC OPERATIONS AT NO COST TO THE OWNER.
IRRIGATION NOTES
LANDSCAPE CONTRACTOR SHAll BE RESPONSIBLE fOR PROVlOING A SHOP DRAWING
ILLUSTRATING AN IRRIGATION PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WORK
WHEN BIDDING. THESE SHAlL ElE APPIWVEQ BY THE LANDSCAPE .ARCHITECT PRIOR TO
ORDER.
VERJfY EXISTING/PROPOSED IRRIGATION ~YST[M LOCATION.
UNLESS OTHERWISE NOTED AlL SOD/SFXO AND PLANTING AREAS INDICATED ON PLAN SHALL 8E
1007, IRRIGATED. THE IRRIGATION SHALL INCLUDE THE PUBL'C RIGHT Of WAY B[TWEEN
PROPER1Y UNE AND BACK Of CURB W/f[RE NEW LA...DSCAf'E IMPROVEMENTS ARE PROPOSED.
IT SHALL 8E THE LANDSCAPE CONTRACTOR'S RESPQNSIBIl\T"f TO INSURE THAT ALL
SODDED/SEEDED AND PlANTED AREAS Af~E IRRIGATED PROPERLY, INCLUDING THOSE AREAS
DIRECTLY AROUND AND M3UTIlt<G BU\LOlt~C fOUNDA1ION.
THE LANDSCAPE CONTRACTOR SHAlL PIWVIOE THE OWNER WITH A WATERING/LAWN IRRICATION
SCHEDULE APPROPRIATE TO THE PROJ[C r SITE: CONDITlQNS AN.D TO PLAt.n tAA1ERII>.l GROWTH
REOUIREME:NTS.
SHRUB
NOTES:
HAND LOOSEN ROOTS OF CON1A1NERIZED MATERIA!.. (TYP.)
SCARIfY 130TTOM AND SIDES OF HOLE PRIOR TO PLANTING.
REMOVE AT LEAST HAlF Of THE WIRE. TWINE. AlIlD BURLAP FROM 8&8 PLANTS.
ROOT COLLAR TO BE lE:VEL OR SLIGHTLY ABOVE FJNlSHED GRADE.
IN
SHRUBS TO SIT ON su8GRADE
MULCH - 4- DEEP SHREDDED BARK
(UNLESS NOTED OTHERWISE)
LANDSCAPE FABRtC - SEE SPEC.
PlANTING SOIL - SEE SPEC
4- P.V.C. EDGING
REfER TO PLAN FOR G~OUND
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fOl"l'.t di99in9 CALL
c., 4. H~" STATE ONE
GOPHER 51-454-0002
Twin Cities Area:OO 252-1166
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"'-" Wolf Consulting APRIL REECE
PILlPUF GRIST -'''''04005398
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