CR 06-028 Site Plan Review-Marketplace & Main
CITY OF
-
HOPKlt-lS
March 1, 2006
Council Report 06-28
SITE PLAN REVIEW - MARKETPLACE AND MAIN
Proposed Action.
Move to adopt Resolution 06-15, approving a site plan to construct a condo. townhouse. and
retail development on the former Hopkins Honda site.
At the Zoning and Planning meeting, Ms. Aristy moved and Mr. Skiermont moved to adopt
Resolution RZ06-04, recommending approval of a site plan to construct a condo, townhouse, and
retail development on the former Hopkins Honda site. The motion was approved unanimously.
Overview.
Hopkins Honda has moved to the former Knox site. This relocation will remove the entire
Honda line from downtown Hopkins. The site on Fifth and Mainstreet will become Hopkins
Dodge. The area occupied by Honda on Sixth and Seventh A venues will be available for
redevelopment.
The applicant, The Cornerstone Group, is proposing to redevelop the Hopkins Honda area on the
north side of Mainstreet. The area is an odd shape that presents challenges in the redevelopment
of the sites. The triangular area on the north side of Mainstreet between Sixth and Seventh
Avenues would be a row of five townhomes. The area where the old Honda showroom was
located and the area to the north will be a retail/condo building with approximately 4600 square
feet of retail and 53 condos. The last area used by Honda along Eighth Avenue would be another
row of four townhomes.
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 ofthe redevelopment?
. What was the discussion at the Zoning and Planning Commission?
Supportine: Documents.
. Analysis of issues
. Site Plans
. Resolution 06-15
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Nancy SAnderson, AICP
Planner
Financial Impact: $ N/ A Budgeted:
Related Documents (CIP, ERP, etc.):
Notes:
Y/N
Source:
CR06-28
Page 2
Primary Issues to Consider.
. What is the zoning of the property, and how has the Comprehensive Plan
designated the subject site?
The base zoning of the property is B-3, General Business. This property has an overlay zoning
ofPUD which allows flexibility in the uses and site development. The Comprehensive Plan has
designated this site as Commercial.
. What are the specifics of the redevelopment?
Buildings
There are three areas of redevelopment with this proposal. The first area is the small triangular
area on the north side of Mainstreet between Sixth and Seventh Avenues. This is a difficult area
to redevelop into a retail area because of the shape of the lot. Because of the shape, Comerstone
is proposing a row of five townhomes.
The second area is the area along Mainstreet from Seventh Avenue to mid-block and the area to
the north. This area provides the largest area for redevelopment. This area will have a retail area
on the first floor along Mainstreet and condos above the retail and to the north. Cornerstone is
proposing to construct seven efficiencies, 24 one bedroom, 12 one bedroom and den, three two
bedrooms, and seven two bedrooms and den. The condo/retail building will be over the parking
area that is immediately north of the building on Mainstreet.
The third area is the small triangular area along Eighth Avenue. This area is proposed to have
four townhomes.
Exterior
The exterior of the condo/retail building will be a combination of brick, stucco, and Hardi-board.
Except for the Mainstreet elevation, the first floor of the building will be brick and the upper
floors of the building will be stucco and Hardi-board. The elevation along Mainstreet will be a
mostly brick exterior.
The exterior of the townhomes will also be a combination of brick and stucco. The front
elevations will be more brick than stucco and the rear elevations will be stucco. The front of the
townhomes will have a patio on the front elevation with a metal railing. The rear will have a
deck above the garages.
Parking
The townhomes will have garages on the rear of the buildings that will meet the parking
requirements. The condo/retail site is proposed to have 92 parking spaces. There will be 63
underground and 29 surface spaces (22 behind the retail area and 7 behind the five townhomes).
The 22 surface spaces behind the retail area will have the condo building above the parking. A
CR06-28
Page 3
parking study has been completed and is attached. The study concluded that there will be
adequate parking for the 53 residential units and the 4,600 square feet of retail.
Access
Access to all the sites is from public streets. There is an east/west alley and a north/south alley
on the block between Seventh and Eighth Avenues that will be vacated. Entrance to the
underground parking entrance will be from Seventh Avenue.
Setbacks
A PUD zoning offers flexibility in the setbacks. The townhomes along Mainstreet are setback 15
feet from Mainstreet, five feet from Seventh Avenue, 28 feet to the north and 42 feet to the east.
The condo/retail building at one point is on the property line along Mainstreet. This building
will have a 3.2 foot setback on the west side, 1.7 feet setback on the east side and 15 feet to the
north.
The townhomes along Eighth Avenue have a 15 foot setback along Eighth Avenue, 15 feet to the
north, and 5.2 feet to the south.
Landscaping
The row of five townhomes on Mainstreet has an urban garden indicated on the east side of the
site. There is landscaping along the front of the townhomes and along the trail to the north.
There will be an ornamental fence along Mainstreet where the urban garden is located.
The retail/condo building and the townhomes along Eighth Avenue have most of the landscaping
behind both buildings. There will be an infiltration basin with a perennial garden in this area.
On the north side of the surface parking area there will be a perennial garden. Cornerstone did a
perennial garden on the rear of the building at their first development.
There will be a decorative metal fence along the Hennepin County Regional Railroad property.
The landscaping along Mainstreet on the public right-of-way will remain.
Sidewalks
The sidewalks on Mainstreet, Seventh and Eighth Avenues will remain. If any sidewalk is
disturbed, it will be repaired. The sidewalk will be scored with a 3'x 3' pattern.
There will be a six foot concrete sidewalk in the urban garden on the east side of the five
townhomes.
Public Works has recommended that the sidewalk on the east side of Seventh Avenue be a full
width sidewalk. This is a condition ofthe approval.
CR06-28
Page 4
Public Works
The following are the comments of the public works department:
We offer the following comments regarding this development:
1. The water service lines do not appear to be adequately sized. We recommend minimum
3" for the townhouse units.
2. The fire service line to the condominium building must be a separate tap from the
domestic service line. The fire service should be minimum 6", We recommend a 6"
domestic service line.
3. The driveway entrance to the 8th Avenue town homes is not adequate. There are three
primary issues regarding the entrance.
a) The driveway is only 12 feet wide. This is not wide enough for two cars to pass
each other. Typically, one-way driveways are 14 feet wide. There will be
instances where vehicles will conflict on the entrance and exit movements. This
will lead to vehicles queuing in the street waiting for the driveway to clear.
b) The northemmost townhouse is too close to the driveway. This leads to a difficult
turning movement into the garage of this unit. An entering vehicle will complete
a partial turn into the driveway, need to back up (turning the wheels the other
direction), then forward again to complete the turn into the garage. Exiting the
garage will require the same jockeying maneuvers. A typical household generates
10 trips per day and it is our opinion that expecting a resident to complete this
maneuver this many times every day is not a reasonable expectation.
c) The garage entrance to this northernmost townhouse is so close to the driveway
entrance, that if vehicles are parked in front of the garage they will block the
driveway entrance. A vehicle on the southern half of the driveway will not block
the entrance, but it would be yet another obstacle to smooth traffic flow in and out
of the site.
4. The sidewalk on the east side of 7th Avenue should be full width to match the west side of
the street. This is essentially a downtown area and pedestrian traffic will utilize the wider
sidewalk. Additionally, there is concern about the maintenance and appearance of sod in
the boulevard.
5. The existing storm sewer was not correctly shown on the plans and does impact the
design of the project. We will need to review and approve the revised plans when they
become available.
6. Tree grates must meet city standard.
7. Driveway entrances along 7th Avenue do not meet the minimum width of24 feet. We are
amenable to waiving the requirement for the southern entrance on the west side because
of structural concerns for the building and the adequate aisle width within the parking lot.
The other two entrances must meet the minimum standard.
Trash
The trash storage or receptacles for the condos will be located on the first floor. The townhomes
will each have individual trash receptacles. The trash receptacle for the retail area will be
CR06-28
Page 5
enclosed in the building and rolled out for pick-up.
Fire Marshal
The fire marshal has reviewed the preliminary plans and found them acceptable.
Surrounding Uses
The site is surrounded by the trail to the north, commercial to the east, commercial/residential to
the south, and commercial to the west.
. What was the discussion at the Zoning and Planning meeting?
Ms. Anderson reviewed the proposed development. Scott England, the architect and Karen
Dubrosky of the Cornerstone Group appeared before the Commission. Mr. England reviewed
the site plan with the Commission. Mr. England also stated that he had reviewed the comments
from the Public Works department and is making changes on their comments. There was a
discussion of the northerly most townhome on Eighth Avenue. Ms. Dubrosky stated that they
would remove the townhome. No one appeared at the public hearing regarding this item.
Alternatives
I. Approve the site plan. By approving the site plan, the applicant will be able to construct the
development as proposed.
2. Deny the site plan. By denying the site plan, the applicant will not be able to construct the
development 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.
CITY OF HOPKINS
Hennepin County, Minnesota
RESOLUTION NO: 06-15
RESOLUTION MAKING FINDINGS OF FACT AND
APPROVING A SITE PLAN TO CONSTRUCT A RETAIL, CONDO
AND TOWNHOME DEVELOPMENT
WHEREAS, an application for Site Plan Review SPR06-2 has been made by The Conerstone
Group;
WHEREAS, the procedural history of the application is as follows:
I. That an application for a site plan review was made by The Conerstone Group;
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 February 28, 2006: 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 ofthe subject property is as follows:
That part of the west half of the southeast quarter of Section 24, Township North, Range
22 West of the Fifth Principal Meridian, lying within Block 65, West Minneapolis
Second Division, and bounded as follows:
on the southeast by the north line of Excelsior Avenue; on the southwest by the
northeasterly line of Lots 10, 10 and 12, Block 65, West Minneapolis Second Division;
on the northwest by the east line of 7th Avenue; and on the northeast by a line parallel
with and distant 15 feet southwesterly, measured at right angle, from the center line of the
main track of the Chicago and North Western Transportation Company (formerly the
Minneapolis & St. Louis Railway Company), as said main track is now located.
Lots 10, 11 and 12, Block 65, West Minneapolis Second Division
Lots 6, 7, 8, and 16 Block 66, West Minneapolis Second Division
That part of the Northwest Y. ofthe Southeast Y. of Section 24, Township 117 North,
Range 22, West of the 5th Principal meridian, bounded as follows:
On the southeasterly side by the west line of 7th Avenue: on the southwesterly side by a
line parallel with and distant 30 feet southwesterly, measured at right angles, from the
center line of the main track of the Minneapolis & St. Louis Railway Company (now the
Chicago and North Western Transportation Company), as said main track center line was
originally located and established across said Section 24, and running Hopkins to
Morton; on the northwesterly side by the east line of 8th Avenue; and on the northeasterly
side by a line parallel with and distant 15 feet southwesterly, measured at right angles,
from the center line of the main track of the Chicago and North Western Transportation
Company (formerly the Minneapolis & St. Louis Railway Company), as said main track
is now located.
Lot 9, Block 66, West Minneapolis Second Division
The North 40 feet of Lot 15, Block 66, West Minneapolis Second Division.
Together with that part of the vacated north-south alley in Block 66, accruing thereto.
NOW, THEREFORE, BE IT RESOLVED that the application for Site Plan Review
SPR06-2 is hereby approved based on the following Findings of Fact:
1. That the applicant meets the requirements for site plan approval.
BE IT FURTHER RESOLVED that application for Site Plan Review SPR06-2 is
hereby approved based on the following conditions:
1. That the east west alley is vacated.
2. That the preliminary/final plat is approved.
3. That the Watershed District approves the proposed development.
4. That the Public Works department approves the final, drainage, and utility
plans.
5. That the water service to the townhome units is a minimum of3".
6. The fire service line to the condominium building must be a separate tap
from the domestic service line. The fire and domestic service should be
minimum 6".
7. The driveway entrance to the 8th Avenue town homes is not adequate. It needs to
redesigned to a width acceptable to staff.
8. The driveway width to the townhomes is not acceptable. The driveway needs to
be redesigned to a width acceptable to staff.
9. The northernmost townhouse is too close to the driveway. This townhome or
townhomes need to be redesigned to allow an acceptable turning movement into
the garage and allow a vehicle to park in front ofthe garage.
10. The sidewalk on the east side of 7th Avenue must be full width to match the west
side of the street.
II. The existing storm sewer was not correctly shown on the plans and does impact
the design of the project. Public Works will need to review and approve the
revised plans when they become available.
12. Tree grates must meet city standard.
13. Driveway entrances along 7'h Avenue have to be a minimum width of24
feet, except for the southern entrance on the west side because of
structural concerns for the building and the adequate aisle width within the
parking lot.
Adopted this 6th day of March 2006.
Eugene J. Maxwell, Mayor
ATTEST:
Terry Obermaier, City Clerk
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PRELIMINARY PLANS
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Site, Grading, Drainage, Erosion Control,
Streets, Utilities and Landscaping
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MARKETPLACE
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SHEET INDEX
SHEET DESCRIPTION
1 TITLE SHEET
2 ALTA SURVEY
3 PRELIMINARY REMOVALS PLAN
4 PRELIMINARY SITE PLAN
5 PRELIMINARY GRADING AND EROSION CONTROL PLAN
6 PRELIMINARY UTILITY PLAN
7 PRELIMINARY LANDSCAPE PLAN
8 PRELIMINARY LANDSCAPE DETAILS
9 PRELIMINARY SITE DETAILS
0 STORM WATER POLLUTION PREVENTION PLAN
UTILITY CONTACT INFO
UlIJTY COOITACT PtIONE
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Twin Cities Area 651-454-0002
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LEGEND I'ROPOSB) REMOVAlS ~ REMOVAL NOTES
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CONTRACTOR IS RESPONSIBLE FOR All REMOVAlS NOITD ON
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CONTRACTOR IS RESPONSIBLE FOR PROTECTING, OR REMOVING
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THROUGHOUT CONSTRUCTION. lEMPORARY OR PERMANENT
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SITE NOTES
CONTRACTOR SHALL FIELD VERIFY LOCA nONS AND ELEVATIONS
OF EXISTING UTILITIES AND TOPOGRAPHIC ITA TIJRES PRIOR TO
THE COMMENCEMENT OF Silt GRADING. THE CONTRACTOR
SHAll. tMMEDIAlELY NOTIFY THE ENGINEER OF DISCREPANCIES
OR VARlAll0NS FROM THE PLANS.
SHOWN TO THE FACE Of
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CONlRACTOR SHAll FIELD VERifY lOCATIONS AND ELEVA 1l0NS OF EXISTING UTIliTIES AND
TOPOGRAPHIC FEA lURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. lHE CONTRACTOR
SHALl IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.
CoIl 48 Hours before di99in9
GOPHER STATE ONE
Twin Cities Area 651-454-0002
ldN. Toll Free 1-800-252-1166
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All EXISTING UTlUTY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT ~GOPHER STATE
CALl~ (651-454-0002) fOR UTILITY lOCATIONS, 48 HOURS PRIOR TO EXCAVATION.
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THE SITE GRADING OPERATIONS, WHEN COMPLETED, SHAll RESULT IN All. AREAS BEING GRADED
TO .PlAN SUBGRAOE ELEVATlON-. THIS .PLAN SUBGRADE ELEVATION" SHALL BE CONSISTENT
'NIlH lHE GEOTECHNiCAl REPORT FOR BUILDING AND PAVEMENT AREAS. THE .PlAN SUBGRAOE
ElEVA110N" IN THE PARKING LOT AND DRIVEWAY AREAS SHAll BE DETERMINED 8'1' CHECKING
THE PAV'El.4ENT SECTION DETAILS AND REFERRING TO PAVING PlAN FOR LOCATIONS AND UMITS
Of VARIOUS PAVEMENT SECTIONS.
REFER TO SITE PlAN FOR CURRENT HORIZONTAl SITE DIMENSIONS AND LAYOUT.
EXISTING TOPOGRAPHY PROVIDED BY HARRY S. JOHNSON COMPANY. INC.
SEE 10/10 FOR STORM WATER POllUll0N PREVENll0N NOlES
EXISTING SlOEWALX
10 REMAIN. NATai
EXG ElEVATIONS AT
PROPOSED.
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TOTAL SITE AREA=67.319
CONTRACTOR SHALL STRIP. STOCKPILE
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CENTER OF" ALLEY TO 7TH AVENUE WERE ADDEO I I no
BY ARCHITECT BASEO ON FIELD LOCATES THE OR E
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STORM SEWER SHALL BE H]GH DENSITY POL YElHYlENE (HOPE)
PIPE PER MNDOT SPEC 3247 OR REINFORCED CONCRElt: PIPE
PER MNDOT SPEC 3236. ALL RCP PIPE lB- IN DIA. AND
SMAUER SHALL BE CLASS 5, AND ALL RCP PIPE 21- DIA. AND
LARGER SHALl BE ClASS 3 UNLESS OTHERWISE NOTED.
CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO
CONSTRUCllON.
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GOPHER STATE ONE CALL
Twin Cities Are<] 651-454-0002
MN. Tol] Free 1-800-252-1166
UTILITY NOTES
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTlLlllES AND TOPOGRAPHIC fEAlURES PRIOR TO
1'HE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY 1'HE ENGINEER OF DISCREPANCIES
OR VARIATIONS FROM THE PLANS.
ALl EXISTING UTILITY LOCA TIONS SHO~ ARE APPROXIMA TL
CONTACT -GOPHER STATE ONE CALL- (651-454-0002) FOR
UTIUTY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION.
WATER MAIN. SANITARY SEWER 6: STORM SEWER CONSlRUCTION
SHALL CONFORM TO niE CURRENT EOlllON Of -STANDARD
SPECIfiCATIONS FOR WATER MAIN AND SERVICE LINE
INSTALLATION AND SANITARY SEWER AND STORM SEWER
INSTAUATlON- AS PREPARED BY lHE CITY ENGINEERS
ASSOCIATION OF MINNESOTA.
CATCH BASINS AND MANHOlES IN PAVED AREAS SHAlL BE
SUMPEO 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE
SUMPED 0.15 rEET PER DETAILS. RIM ELEVAllONS SHOWN ON
THIS PLAN DO NOT REflECT SUMPED ELEVAllON5.
REFER TO Silt: PlAN fOR CURRENT HORIZONTAL O]MENSlONS
AND LAYOUT.
AU WATER PIPE TO BE DUCllLE IRON PIPE (D.J.P.) ClASS 52
UNLESS OlHERWlSE NOTED.
ALL fIRE HYDRANTS SHAll BE LOCATED 5 FEET BEH]ND BACK
OF CURB UNLESS OlHERWlSE NOTED.
TYPICAL HYDRANT CONSISTS Of: HYDRANT, GAlE VALVE, 2.5'
OF 6- DIP WAlERMAlN AND ANY HYDRANT EXTENSION.
HYDRANT EXTENSIONS SHALL BE INCIDENTAL
A MIN]MUM OF 7.5 FEET Of COVER IS REQUIRED OVER ALL
WATERMAlN. UNLESS OlHERWlSE NOTED. EXTRA DEPTH MAY BE
REQUIRED TO MAINTAIN A MINIMUM Of 18- VERllCAL
SEPARAllON TO SANITARY OR STORM SEWER UNES.
A MIN]MUM OF 18 INCHES OF VERllCAL SEPARATION AND 10
FEET Of HORIZONTAL SEPARATION IS REQUIRED FOR All
UTIUllES. UNLESS OlHERWlSE NOTED.
ALL SANITARY SEWER PIPE TO BE POL YVIN'l1... CHLORIDE PIPE
(P.V.c.) SDR 35 UNLESS OTHERWISE NOlt:D.
CON1RACTOR SHAll MAINTAIN AS-BUILT PLANS lHROUGHOUT
CONSTRUCTION AND SUBt.1IT lHESE PLANS TO ENGINEER UPON
COt.lPlEllON OF WORK.
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LANDSCAPE NOTES
CONTRACTOR SHAll. f1El.D VERIFY LOCAllONS AND ElEVA110NS or EXISTING
UllUllES ANO TOPOGRAPHIC fEATURES PRIOR TO TllE COt,U,,1ENCOotENT or
l.NlOSCAPE INSTAUAllON5. THE CONTRACTOR SHAlL It.lIolEOlATELY NOllFY THE
ENClNaR OF DISCREPANCES OR VARIAlIONS fROM THE Pt.AN5.
REftR TO GRADING PlAN tOR GRADES AND EROSION CONTRa.. AREAS.
REfER TO I..AHDSCAPE DETAIL SHELl fOR GENERAL ptANllNG NOlES, IRRIGAlION
NOlES MID PLANTING DETAILS.
All. LANOSCAPED AREAS TO REClEVE SOD EXCEPT v.tIERE NOTED OTliERWlSE. SOD
SHAU. BE LAID OUT PARAUa TO CONTOURS ANO HA'v'C: STAGGERED JOli'ITS.
PROVlOE PVC SLEEVES UNDER ORIVi$ FOR IRRIGAllON PIPING AND ELECTRIC
PO\\ER'.
AU. PlAHT l.lATERIAL AND PARKING LOT ISLANDS SHAll. BE IRRIGATED.
lANDSCAPE CONlRACTOR SHAlJ.. SU9ldlT A SHOP DR"WlNG Of mE IRRlGAllON
PlAN TO lHE LANOSCAPE ARCHllEer FOR .oJ>PROVAL..
ALL PARKJ,IC lOT ISlANDS SHAU. REClEVE 4- DEPlH Of SHREDOED HARDWOOD
WUlOi OVER lANDSCA?E FABRIC.
AU. SHRUB PLANllNG AREAS SHAl..1.. REClEVE 4- DEPlH Of SHREDDED HAROY<<>OO
MUlCH OVER lANDSCAPE FABRIC WITH A POlY EDGER.
6- MIN. OEPlH Of' TOPSOIL TO BE USED IN AU. PlANllNG AREAS.. MIX1URE SHAll
NOT CONTAIN ~ORE THAN JSX SAND LUXlURE..
AU. lREIS SHALL BE WRAPPED 'MTH ARST-QUIUTY HEAVY, WA~ CREPE
PAPER exCEPT HACKBERRY DURING SEPTEMBER \5 10 APRIl 1.
FIELD STONES TO BE :f;&' IN SIZE. BCXJU>ERS TO HA\IE fRACTURED STONE lOOK.
~NDOT SEED NIX 270 10 BE APPUED WUlH H'l'DROWVLCH IN INFlllRATlON BASIN
MiERE PLANTING BEDS ARE ABSENT. SEE GRADING PlAN FOR UMIlS or BASIN.
Coli 48 Hovl"9 before digging
GOPHER STATE ONE
Twin Cities Area 651-454-0002
MN. Toll Free 1-800-252-1166
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AU. CONSlRUCTION SHAll BE IN ACCORDANCE 'Mnt THE OTY OF HOPKINS
STANDAROS.
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SCALE IN FEET
III t.lNOOT SEED !.IX 270 HYDROl.IULCH AREA
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N 23 CONT PLANT 5 0 O.C. IN
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'0 50 CON . PlANT 4 -0 D.C. IN
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P 66 CONT. PlANT 4 -0 a.c. IN
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Vi ""6 CON . PLANT 1 -0 a_c. IN
- - MASS OR AS SHOWN
X 3" ON . PlANT 3 0 o_c. IN
- - t.1iS(:antl MASS OR AS SHOWN
Y 45 LADY IN CON . PlANT 1 0 o.c. IN
Ath .u~ a 'Ladv in Red' MASS OR AS SHOWN
Z 70 ALBa-M, A HOSTA CON . PlANT 1 0 a.c. IN
Hosta undulata 'Alba Mar inota' MASS OR AS SHOWN
AA 126 STEU.A DE ORa DA'l'ULY CON . PLANT 1 0 D.C. IN
Hemerocalhs Stella de Ora' MASS OR AS SHOWN
BB 131 PAROON ME OAYULY CON . PLANT 1 0 D.C. IN
HemerocaUis 'Pardan Me' MASS OR AS SHOWN
CC 20.3 CREEPING PHLOX CON . PLANT 1 0 a.c. IN
Phlox subulota 'Alr u' urea. MASS OR AS SHOWN
DO 46 SHASTA DAISY . PlANT 1 0 O_c. IN
anthemum x su erbum MASS OR AS SHOWN
NOTE: lHE ABOVE lANDSCAPE TOTAL.S ARE GIVEN AS A CONVENIENCE TO THE lANOSCAPE
CONTRACTOR. THE lANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIF'l'lNG COUNTS WITH
lANDSCAPE PlAN.
~
&&Et
a
SIZE
2:5'"
GAL
2Y
GAL
2:5'"
GAL
2:5'"
GAL
,.--
1f["
,.--
Hr
,.--
H'L
.i!Q.
1.5""
GAL
.,-;sr
GAL
T
~
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PLANT SCHEDULE
CODE Q1Y COMMON NAME/lATlN NAME
A 2 IMPERIAL HONEYLOCUST
SCbT~PJNE
Pinus s'1lvestris
CUT lEAF STAGHORN SUMAC
Rhus hohino 'laeiniata'
lHORNLESS COO<SPUR HAWTHORN_
Crolaeau. ClVs-aalli inermis
PRA1RIFlRE CRABAPPLE
Malus 'Pralrl1ire
~ISS KIM VLAC
So,\""lnaa Datulo 'Miss
CO~PACLAMERICAN
FIESTA SUGAR MAPLE
echarvm '8a~sla.
IRE VNDEN
ire.
KIm>
VlBUBNUM
f
,
>
;,
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"
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ColI 48 HOllnl before digging
GOPHFR STATE ONE CALl
Wtin Cities />.Tea 651-454-0002
MH. Toll Free 1_600-252-"$6
IN
AOJUSTMEI<lS IN LOCATION OF PROPOSED pc<NT ","RIALS 1M' B< NEEDED IN FlELO, SHOULD
AN ADJUSThlENT BE AtMSEO. TH~ LANDSCAPE ARCHITF.:CT MUST BE N01WlEO.
BEEN CQMPLETED
6'f THE LANDSCAPE
IF THE ,,"OSCAl'E CONTRACTOR PERCElVES _ OEfICIENClES IN TKE plANT SEllCTlCNS, SOIL
CONOmONS, OR "" 0,"," Sm: CONDlTlCN ""ICH MIGHT NEGAWEL' ,m:CT p",", \,IA1ERlAl
ESTAIlUSHMENT, SURW.... OR GUARANTEE. '!HE'( SAAL BRING '!HfSE DEfiCIENCIES TO THE
ATIENTlON OF THE LANDSCAPE ARCHITECT PRiOR TO INSfALLATION.
HAS
ALL pLANT MATERIA\... LOQl..ll0NS MUST BE. RE'IIE'HED AND APPROVED
ARCHITECT PRIOR 10 ;.m MlO ALl DIGGING.
AND CONSTRUCTION
pLANTING NOTES
NO pl.ANl1NG TO BE INS1AU-EO UNTIL GRADING
THE lMMED~iE NR~
AMOlOM(NTS.
FERTIUZATlCNi >u- plANT ....TERIAlS SHAlL aE FERUUZEO, UPON INSTAllATION, WI1H ORlEO
aONE ME/<. OR oTHER SPECIREO FERnuZER M"EO IN WI1H THE PLANTING SOIL PER THE
MANUFACTURER"S \f\lSTRUCTlONS UNlESS NOTED OTHERWISE.
PLANTING SPECIFICATIONS
pl.}.NIlNG BED PREPARATION: AU. tMSS plANTING BEDS SHM.L B~ TILLED TO A MINIMUM
DEPTH OF 'D~. AMENDMENTS SHAll. BE 1\PPUEO AFlER CUL1NA1\ON.
MC1<.RlL SOIL: USE SOl\. EY;.CAVA.tro FROM P\,AN1lNG HOLES AND PRCNlOE
REMovE Al...L OEBRIS INCLUDING ROCKS lAAGER THAN Y Ql.l\Mat.R.
sHAll 6E ClEARL'l
stWl- NoT BE
SOD/SEED SHALL 1 ~
BE HElD
.0 RECENE
"THE OWNER.
IRRIGATION NOTES
lANDSCAPE COlfTRACTOR SHAlL BE RBPONSlBLE fOR F'ROVlPlNG A. SHOP DRAWING
!L.LU$1RAllNG AN IRRIGATION pLAN AND SPEClRCA."ON />S pART of TI-lE SCOPE OF woRK
WHEN 6100ING. T1iESE sHAU- BE APPROVED 'Bt iHE lANDSCAPE ARCHl1ECT pfUOR 10
oRDER.
vERIFY EXlSllNG/?RCpOSEO IRRIGATION S1$TE1A Lw..itON.
uNlESS 011<ERWISE NO"" >U- sot>/SEED ,"0 plAJ<11NG AR.,s INDICA"" ON PlAN sAAL BE
100% IRRIGATED. mE IRRlGA1l0N sHAll. INClUDE "THE PUBUC RIGHT OF WP-Y BEfWEEN.
PROPERTY uNE AND BACK or CURB ~ERE NI:W lANDSCAPE IMPROVEMENTS ARE PROPOsED.
'tREE STAAING' IT sAAL 9E THE CoNTAACTOR'S RESPON~B1llt'f TO STAAE AND/OR GUY '!HE
'tREES ACCORDING 10 '!HE oETAIlS, " IS 1NE ",,,,,,,,,TOR'S RESPONSIB1lll'f TO TAAE EVE'"
SID' NECESSARY TO .....NTAIN 11<< TREES AND SHRUas IN AI< UPRIGHT ,"0 PLUMB CONomON
AT.AU. TlM'C:S utmL THE END Of niE pL>>fI' GlJARANiEE p~100 ESPEClALLY WH'C:RE
VAND,AJJSM, SOIL OR WIND CONDmDNS ARE " PROBLEM.
'tREE "",,,PING, wRAPPING ....TERIAt. SHAlL aE OUAl.ll'I, HEAVY "AlERPROor cREPE PAPER
"""",,,,,"RED 'OR THIS pURPOsE. wRAP AlL DECIOUOUS TREES p_ED IN '!HE FAlL PRIOR
TO 12-1 AND REMOVE AU. WRAPPING ,6S1'(R 5--1.
ROOOO PR0TEC!10Ni pRO'IIOE ON >U- 'tREfS, D<cEPl SPRUCE UNliSS oTHERWISE SPECIfIED,
f'tAN11NG PI"" AlL PROPOSED p",",S SHAlL BE lOCAlED CAREfUlLY AS sHOWN ON THE
P1.JoNs" ?\AN lAKES PRECEDENCE ovER p\.HIT SCHEDULE 1f DISCREPANCIES IN Ql.lJINT\1'1ES
D<IST, SPEClFlCA'\tOIlS TAKE PREC([lENCE ""'R NOTES, RESPECT STATED DIMENSIONS, 00 NOT
SCM-E QRAWINGS,
EDGING: EDGING SHALL ae: 4- P.v.C. COMMERCIAL GRADE EDGING WITH THREE: t:~) '-10M..
ANCHOR STA}(ES pER 2,Q fOOT se:cnow. AU. M,6SS plANTING eEDS sHALL HAvE EDGlNG
plACEO BETWEEN MULCH AAtJ... AND J>N'f ADJACENT TURf MEA
GENERAL NOTES
LANDSCAPE coNTRACTOR TO vERIfY Al.L um,ITY LoCA110NS ON PROPERTY WITH 1HE GENERAl
CONTRACTOR AND BY (;p.wNG GOPHER $TA1"f: ONE CALL (454-0002) PRIOR 10
SlN<ING pLANT LOCATIONS.
""ERE EXISTING TREES AND/"" SIGNlnCANT SHRUBS lAASSlHGS ME FOuNO ON sITE, WHETHER
SHOWN ON THE o_NG OR NOT, '!HE'( sHAlL BE PROTECTED AND SAVED UNlESS NOTED TO
BE RE"OVEO AND/OR ARE IN AN AREA 10 aE GMOm, ANY OUESTlCN RECAROING WHErNER
plANT ldATERIAl SHOUU> ROMlW OR NOr sHAlL BE BROUGHT TO lHE ATIEtmON Of THE
LANDSCAPE ARCHlTLcl PRIOR to REMO.....AL
>U- EXISTlNG 'tREfS TO RE"""N 10 BE FERTILIZED AND PRUNED 10 REMOVE DEAD WOOD AND
{)WAGED OR RUBBlNG BfW'PlES.
BB TREES ~D SHRUas ARE 8JIllED ANa BURlAPEO.
NO p",", ....1<R1Al. suBSTlT1JT10NS WIlL 9E ACCEPTED UNiLsS ,""PRrNAI. IS REaUESTED 0,
T\{[ lANDSCAPE ARCHffECl" BY nlE LANDSCAPE CO!'<<RACTOR PRIOR 10 tHE SUBMISSION Of A
810 ~O/OR QUOTA1l0N.
M.L pLANT MAlERW- SHAJ.l.. COMPLY 'WITH it\E lJo,lEST EOmON OF 'THE AMERICAN
STM-lOARO fOR N~ SlOCK, AMERICAN ASSOCIATION Of NURSER'f}IDl.
CONlRACTOR IS RESPONSIBlE FOR ON-GOING MAlN'l'tNANCE Of ALL Nf;Wl'l' INSTAlJ,.ED
MATERIAlS utfllL llME Of owNER ACCEPlANCE. Mf'( ACTS OF VANDNJ5M OR DAMAGE.
WHICH MAY QCCuA PRIOR TO OWNER ACcEPi~CE SHAlL BE: 1rlE RESPOWSlBlUT'r' OF mE
C~R.
cQt/TRI1ClOR sAAL PROVIDE A wRltTOl REauEST 'OR 11<E QWtlER ACW'TANC! INSPeCTION,
'W~ fOR \..JINt>SCAPE w..TERW-S SHAll- BEG1W ON THE DATE. Of ACCEPTM'lCE BY THE
lANOsCWE ARCHllECl AfTER TI-lE COMPL.El10N Of P~ OF AU. LANDSCAPE MATERIALS-
NO ?ARlW- ACCEPTANCE WiLL BE CONSIDERED.
cONTRACTOR sHA.I..L GU,MWlTEE NEW P\,JlNT MATERJ.Al. THROUGH ONE CALENDAR YEAR FROM
,.HE DA.TE: OF OW~R ACCEPTANCE wITH AU.. 'REPlACEMENTS TO BE PROVIDED AT NO
AD~ COST TO THE OWNER.
COORD1NATf. TI-loE pHASES Of CONSiRUCl'lON AND PlANTING INSi/oUATIONS WITH OTHER
CONTRACTORS weRKING ON SITE.
BED AND EVERY TREE
A. pl.ISTIC TAG 'WHICH
WHERE SOD/SEED AButs PAVED SURFJ>.CES, nHISHED GRADE OF
BELOW SURfACE ElBIAT10N Of tRAIL. sl.AB. CURB, ETC.
SOD SHAll- BE LAID PARALLEL TO niE CONTOURS AND sHAl...l- HAVE. STAGGERED JOlI{TS. OM
SLOPES SlEEPER 1'HAN 3~1 OR IN DRNHAGE swt\LES. mE SOD sH,6U.. BE STAKED TO 'THE
GROUN.D.
Sl!'ro AU. M1VS olS'lUR8ED PUE 10 GRADING otHER l1"AW THOse AREAS NO\Etl
SOD,
REPAIR AlL DAMAGE TO PROPERTY FROM P\..ANl\H<'i Of'ERATlONS Ai NO COSl
C2006!t\.K IN.C.
I
TO
Al...L plANlS TO BE INSTAl.l.ED /JS PER pLANTING DETAIl.S.
ONE SHRUB pER 1'I'PE IoND SIZE IN EACH pl),NONG
IDttroflEO (COMMON OR lA.T1N NOMENClATURE.) ~liH
Ra\Q\lE.O PRIOR TO OWNER ACCEPTA.NCE.
MUlCl< ....TER""-' AS SPECIFIED ON THE ,,"OSCAPE PLANS WlSS MULCH >U- pLANTING BEDS
10 ,. OEPTH OVER nllER ",,1 wEED aARRIER, >U- PERENNIM. PLANnN" BEllS 10 RECENE "
DEEP S"REDOEO HARDWOOD MUlCH WITH NO nBER \,IAT wEEO aARRIER, AlL EVERGREEN ,"0
DECIDUOUS TREES TO RECENE 6- DEEP SHREDDED HAADWOOD MULCH wliH NO MULCH 1N
DIRECT CONTACT WITH 1REE lRUNI<.
..J
;;; l/l
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5
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IT s\-VIU.. BE lHE lANDSCAPE COKfRACTOR'S RESPDN$lBlLfN' .0
SODom/SEEDm AND plJo,NTEO AREAS ARE IRRlMTED PROPERLY,
rnRECTLY ,AROUND AND }S\JT1'1NG BUILDING fOUNDATlON.
THE c<NoscAPe CONTRACTOR sAAL pROVIOE THE OWNER WITH A "ATERING/IAWN IRRlGATlCN
SCHEOUiL APPRoPRIATE TO THE PROJEC1 SlTE CONOmoNS """ 10 PlANT ....TERIAt. GROW1>I
REQUIROIIEN'TS.
(TYP,)
a'
SHRUBS TO SIT ON SUBGRADE
MULCH _ 4- DEEP SHREDDED BARK
(UNl.ESS NOTED OTHERWISE)
lANDSCAPE FABRlC - SEE SPEC.
PLANT1NG SOIl - SEE SPEC
4w P.V.C. EDGING
fOR GROUND
CENTERING Of SHRUB IN BED
TO TJl.KE PRECEDENCE OVER
DIMENSIO~ FROIrA EDGE.
SCARIfY BOTTOM AND SIDES
HOLE PRIOR 10 pWITtNG
WOT€.:
HAND LOOSEN ROOTS of
CON1AlNERIZEO MATERIAL
tt-lSURE \HAT AU.
I~LUl)\NG THOSE AA.fJS
REFER TO plAN
COVER
SUBGAADE
SHRUB
OOUBLE $'TAANO ,'\- GA. WIRE,
3' 0 t 20' INTERVALS ("M'.)
, 6~ POLYPROPYLENE OR
POL'I'tn'lYLLNE: (40 MIL,
1-V2~ WlOE: stRAP TYP.)
e' -O~ STEEL STAKE
fV.GGlNG - ONE PER WIRE
ROO18ALl TO SIT ON
SUBGAADE
klULCH - .... DEEP
SHREDDEO BAAl< (UNLESS WOW 01l4ERWlSE)
pv.NT1NG SOL - sEE spEC.
'lOpSOII.
WOOD STAKE
CONIFEROUS TREE
NOTES:
coNtfER TO HAVE SHREDDEO HARDWOOD M\Il.CI-\ UNLESS NOTED Q'T1-IE:AWlSE.
NO MULCH TO BE IN CONtACT wmt TRUNK,
SCARIF'f aonOM AND SIDES OF HOLE PRIoR TO p\.,ANTlNG.
1W0 ALTERNATE METHODS of TRE:E STN<lNG ARE. IlLUSTRATED.
IT 1S 1liE CONTRACTOR'S 0P1lO1'l 10 STAKE TREES; HOvrolER, THE cotffiV>.ClOR IS
RESPONSIBLE FOR MAINTAINING tREES IN ^ pLlIMB POsmOH THROUGHOUT 11-lE
GiJARAATEE PERIOD.
i
DECIDUOUS TREE
Nore
TWO AL.TERNA1t Me:w.oDS OF
WEE STAKING ARE. \l.LIJSlAAi'ED
IT IS lHE CCOORACTOR'S ornON
TO STAKE iREES; ~. THE
CONTRACTOR IS RESPONSI6\...E FOR
WJNTAlNlNG TREES lW A PLUMB
pOSITION lHROUGHOLTT "THE
G~ PERIOD.
SCARIFY BOTTOM ANO SIDES OF
HOLE PRIOR 10 pLAtftlNG
ROOtBAlL TO Sl1 ON SUBGRADE:
MULCH _ 4" DEEP SHREDDED BARK
(UNlE.SS NOTED OTHERWISE)
pj,).N11NG SOIl. - SEE sPEC.
24'
sa
DOUBLE. STRANO ,4 Gk WIRE
3' ~ 120" INTERVALS (TIP.)
\6- POL'(f'ROP"f[..!NE OR
PO\..'fEtH'I'l.ENE (40 MIL.. 1_1/2w
WIDE $'l1'VIP T1'P.)
lREE WRAP 10 RR5T aRANCH
fVl.GGING _ QNE pER WIRE
WOOD sTAKE
il
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GOPHER STATE ONE CALL
REOUIRED
COMPACITD GRANULAR
FOUNDA liON (IF REOUIRED
Twin Cities Area 651-454-0002
~N. Toll Free 1-800-252-1166
~
SERVlCE IN THE SAME lllENCH, INSTAU A 6' SITEL FENCE PO
NExT TO THE 2-,,4- MARKCR AND PAINT THE TOP 6" GREEN.
UNLESS OTHERWISE INOICA TEO ON PLANS, NO BENO MAYBE
USED OTHER THAN THOSE SHOWN ON OETAIL
45
SANITARY
SE~R MAIN
WITH SELECTED
FROM EXCAVATION
PIPE DIA.
J6" OR LESS
42" TO 54"
60" OR OVER
BACKFILL
MATERIAL
CASllNG AND~
ADJJSTloIENT RINGS
AS SPECIFlED,
24".36"
PRECAST
OOG>iOUSES SHAU BE
GROUTEO ON BOTH THE
INSIDE AND OUTSIDE,
4"--1 ~
f'U!l
ARE AUOv.l:!l,
!:!Qli:
VANE GRA T[
BLOCK smUCTUR
eonol.l (J. I.lANHO;...I TO 1/7 OIA~ET(R
AND SlOF"'( CRQ;Jl 2" TOWARD THE
t.ArNI~UJ.,l SlAB THICKNESS IS 6- fOR ,,,'
DEPTH, INCREASE THICKNESS 1" FOR EVERY
",' or DEPTH GREATER THAN 14' AND
REINFORCE WITH 6" X 6' 10/10 'MESH,
OOGHOUSES SHALL BE GROUTED BOTH
INSIDE AND OUl51DE..
6" PRECAST REINFORCED CONCRET!:
MANHOLE SLA8 wTH ~ BARS AT 5" O.C.
EACH WAY AND 2-,. BARS AT AU SIDES
or OPENINC FOR e,' OIl., MANHQU AN Ii
UANHOlI STE.PS. NE[NAH R1981J 0Fi:
EOUAL 16' ON CENTER AS APPROVED B
OSHA.
N ~ANHOLE 10 HAV[ "0" RING
S.
CUT OuT n.USH w.TH INStDE
U.\NHOLf Si(P5 SHAll Sf PlAa:O so
TMA T ACC(S::: oP[NH.:G AND STEPS ARE
AUO'tAt!:~.
s:-mUCTlJ
aAb!
INC.
il:> 2005 RU<
.
SOL VENT YoELD AU JOINTS
IF DISTANCE FROM MAIN TO END or SERVICE IS GREATrn
THAN 100', A OLAN OUT MUST BE INSTAuED AT
100' INTrnVALS, SEE DETAIL SAN-4,
SANITARY SEWER
SERIo1CE CONNECllDN
........CO.
SAN-06
STORM
mENCH DETAIL
RC. STORU SC"'~R, CtASS "C
REY&D og/Jlj{u
STM-1
SECllClti
STORM sEWEFf
2')(3' RECTANGULAR CATCHBASlN
RO'rSDl 09/11/03
S~
~
STORM SEWER
MANHOLE WITH
REINFORCED TOP SLAB
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GRADE
SAN-10
:kti: .:S!
~,--,~
DRIVE SURF AC'
OR SlDEWAlJ(
DROP UD
TYLER NO 6860
IolUEllER NO H-10J6
Sl88Y-STE-CROIX
TOP
mER NO 6860-26"
MUEI.lER NQ H-'D351-
SlBBY-SIT-CROIX
NO VB50Z- 27"
LJ
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B
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2_,__, ~~=~
~for T[ti;x T~O "f ~~~
PROV1QE lZ" or AD.AJSTMENT
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y - SIT -CROIX
OR APPROVED
REStUANT W(OC( VALVE
CONfORIroIINC TO AWWA
C-5DV-aO STANDARDS
7.S' MINIMUM COVER REQUIRED
OVER TOP or WATER MAIN,
BEDDING
NO. 6650
NO, H-10J61
NO, B-5160
GRACE
NO, 8860
NO H-'036
NO VB502
NO, 5860
NO H-'OJ
NO, VB516
_5
_5
_6
_5
_5
_5
~5
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DROP UD
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MUEI.lER
BIBBY-STE-CllOlX
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MUELlER
BIBBY-STE-CROIX
BASE
Q
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mDl
MUEuER
DIDDY-STt-CllOIX
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c=.
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WATER
MAIN
CURB BOX.
- USE
6'-2" X Z" lYOOO POST WIRED TO
PAINT TOP 6" BLUE (VACANT LOT
6' STEEl. FENCE POST)
N DRIVEWAY OR S1DEWAlJ(,
PROIo1DE HORIZON TAL
LOOP IN WA TrnMAIN
COVER
~ 3!
~,--,..::~
SlllEET SIDE
z
~
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N
CURB
SILT
REuO'F-D
r-{
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.
BEDDING MATERIAL AND ENCASEMENT
MA ITRIAL SHAU BE SELECTED MATERIAL
FRO,", THE DCA VA liON OR AS SPEOFlED,
Q: .:S!
:;z.,_=,~~
WATER
WAlfRM~IN lRENC
REOUIRED OIlER THl CURB STOP '" BOX WHERE THE
BOX rAUS IN THE DRIV[WA Y DR SIDEWALK,
:kti: S!
~._-,.-:.~
WATER MAIN
CURE STOP AND eox
DRIVE w;. Y 01; sr~~ WI..
,-.... oQl':;i
~ ~'"ii~
.~-,-_._-.:::
1
WAT-OS
,-.... ..:S!
~-,-=,..:::=.:
VlEW
PLAN
WATER MAIN
SERVlCE CONNECllON
~ 3!
=Z:,__.~~.:
GRADING
FENCE ON J-BARRIEi
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Duell
WAT-09
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=;"tt L I 'u"", m =.'. ..... .11
r.
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L 4"
AGGREGA IT
6"X 6"
WIRE MESH
BO
I:" r'T '''"~' ~"'" ."~]
VARIES
- (10' T'tPICAL) I
J/4" PER VAAIAB~ GRADE
FOOT _
r":~. _ ~: "."~: ...._ _:.. ~.: _.~" _~'. j: :=.__'~ ..-
~
CONCRETE TO BE 2" nuo< (...~..U,,)
REINFORCED "TH 6"1 ," W11tl UCllH,
\{
CAI
WAT-D3
BEYON
SI
SECllON
-PAIIE"EN
L
~o"' ....a.x.
StOP(
CONCRETE APRON SHALl 01 CONS TTlUCTID
ON 4" COMPACITO AOCRl:c.n O.st (SEE
SPEonCA nONS),
ELEVATION OF
OrnC1A8lE WA.RNINC SURrAC(
10 BE. lRUNCA lED oouts AS
PER ADA SPEonCA 11ONS.
~
REFERENCE TO t.tN-DOT SPEC, Z5:
CONTRACllON JOINTS AT 5' SPAONG
CUBIC YARI S PER LINEAL FOOT - D.D61
PER CUBIC YARD - 16,Z1
JOINTS EV[RY 40' OR LESS
)
LINEAl FEE
SECTION A-A
NO SCALE
~J~J
or CURB
B"
ACi
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GOPHER STATE ONE CALL
INC,
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Twin Cities Area 651-454-0002
!.AN. Toll Free 1-800-252-1166
RECOMMENDED SEQUENCE
OF CONSTRUCTION
IS RECOMMENDED.
PERMIT REOUIRES THA 1 THERE BE NO UNBROKEN SLOPE LENGTH
GREA TER THAN 75' FOR SLOPES WITH A GRADE OF .3: 1 OR STEEPER.
IN
1EMPORARY S10CKPlLES MAYBE LEFT ON THE SITE FOR USE IN
BACKFILL REPLENISHMENT, STOCKPILES MUST HAVE SILT FENCE OR
OTHER EFTECTIVE BMP'S 10 CONTROL RUNOff, STOCKPILES CANNOT
BE PLACED IN SURFACE WATER CONVEYANCE DEVICES (CURB AND
GUDER. SWALES OR DITCHES), TOPSOIL WILL BE RESPREAD
PROGRESSIVELY AS THE GRADING WORK CONTINUES. IF STOCKPILES
ARE TO REMAIN FOR MORE THAN 60 DAYS, TEMPORARY SEEDING
MUST BE PlACED,
RESPONSIBILITIES
THE PROPERTY Oi'rNER OR CONTRACTOR MUST SUBMIT A COMPLETED
NPDES APPLICATION FOR'" WITH THE $400 APPLICATION FEE.
.
CONTRACTOR TO
SEOUENCE OF CONSTRUCTION
ESTABLISH FINAL SEQUENCE.
CONTRACTOR TO
AlL DOWN GRADIEN1 PERIMETER SEDlIo4EN1 CONTROLS SHOULD BE
PlACE BEFORE ANY UP GR~IENT DISTRURBANCE BEGINS. AND
MAINTAINED UNTIL FlN,l.l STABIUZATlON,
Oi'rNER AND OPERA TOR (USUALLY THE GENERAL CONTRACTOR)
JOINTLY RESPONSIBLE FOR ALL TERMS AND CONDITIONS OF THE
THE
ARE
PERMITS HA'vl:: BEEN OBTAINED.
MEETING WITH CITY AND/OR
VERIN THA 1 AlL
FIELD
1.
2. CONTRACTOR TO SCHEDULE
WATERSHED,
BE
TIMING AND INSTAlLATION or SEDI...ENT CONTROl DEVICES CAN
ADJJSTED TO ACCOMMooA TE SHORT TERIo4 ACTIVITIES SUCH AS
a.EARING AND GRUBBING,
ALL STORM DRAIN INLETS
PROPERTY OWNER OR CONTRACTOR TO SUB...IT NPDES NOTICE or
INTENT PERMIT 7 DAYS PRIOR TO THE BEGINNING or CONSTRUCTION.
TO MPCA
3. CONTRACTOR TO INSTAlL ALL PERIMETER SEDIMENT CONTROL
DEVICES. CONSTRUCTION ENTRANCES AND PROTECTIVE FENONG
FOR TREES. DlTa-tES, EXISTING WATER BODIES AND AREAS TO
REJ.4AIN UNDlSlURBED.
CONTRACTOR TO CONSTRUCT STORMWA TER SYTE...,
THE PERMlffiE MUST IMPlEMENT THE SVlPPP AND INSTAll BMP'S
IDENTIFIED IN THE SVlPPP IN AN APPROPRIATE AND FUNCTIONAl
CONTRAClOR TO SUB...IT NPDES NOTICE OF TERMINATION
WITHIN ONE WEEK or FINAL RESTORATION ACCEPTANCE.
FOR
UTILITIES.
PAVE"'ENT,
CONTRACTOR 10 CONTAC1 OTY AND/OR WATERSHED
APPROVAL OF SEDI...ENT CONTROl DEVICES.
CONTRACTOR TO ROUGH GRADE SITE AND INSTAlL
TO
10
4,
5,
6,
7,
8.
9.
BMP'S
MUST BE
DEWATERING ACTIVITIES niAT MAY HAVE SEDIMENT-LADEN DISa-tARGE
MUST DISa-tARGE INTO A TE"'PORARY OR PERMANENT SEDI...ENTATlON
BASIN W1iEN POSSIBLE. OTHERWISE IT MUST BE DISa-tARGED
THROUGH SO"'E FOR'" or B"'P.
MUST BE PROTECTED WITH
ROCK CONSTRUCTION ENTRANCES OR EOUIVALfNT SYSTEM
USED TO MINIMIZE TRACKING FROM SITE.
NOT 10 BE DISlURBED MUST BE
BEFORE DEVELOPMENT BEGINS.
ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN
200 FEET OF A SURFACE WATER MUST HAVE TEMPORARY EROSION
PROTECTION OR PERMANENT COVER FOR THE EXPOSED SOIL AREA.
YEAR ROUND. WITH THE FOLLOWING MAXI...UM l1...ES AND AREA CAN
REMAIN OPEN W1iEN THE AREA IS NOT ACTIVELY BEING WORKED:
1. SLOPES STEEPER THAN 3:1 (7 DAYS),
2.. SLOPES OF 10: 1 TO .3: 1 (14 DAYS),
3. SLOPES OF 10:1 OR FLADER (21 DAYS),
THE LOCATION OF AREAS
DEUNEATED ON THE SITE
CONTRACTOR TO MONITOR AND REPORT ON STOR'" WATER
MANAGEMENT REQUIREMENTS PER MPCA,
FOR STORI.l WATER DISCHARGES mOM CONSTRUCTION PROJECTS
W1iERE THE OWNER OR OPERA TOR a-tANGES, THE NEW Oi'rNER OR
OPERATOR MUST SUB...IT A SUBDIVISION REGISTRATION WITHIN SEVEN
(7) DAYS or ANY OF THE FOLLOWING:
1. ASSU...ING OPERATIONAl CONTROl OF THE SITE.
2. COMI.lENONG WORK ON THEIR PORTION OF THE SITE.
3. LEGAL TRANSFER. SALE OR CLOSING ON THE PROPERTY,
CONTACT. PHONE
o STOP
ROCK
PLACED UNDER
MUD'
ROO<,
INSTAlL SUBBASE AND BASE FOR
INSTALL BllUMlNOUS SURFACE.
BlANKETS WITH
CONTRACTOR
CONTRACTOR
CONTRACTOR TO INSTALL EROSION CONTROl
PERMANENT SEED MIx..
ALL OUTFLOWS mOM BMP'S MUST HA'vl:: APPROVED ENERGY
DISSIPATION SUCH AS RIP RAP.
THE CONTRACTOR SHi\I.l. COMPLETELY REJ.40VE ALL TE"'PORARY
EROSION AND SEDI"'EN1 CONTROl "'EASURES UPON ESTABUSHMENT
OF FINAl MEASURES AND SITE STABIUZATlON, CONTRACTOR SHALL
OVEREXCAVATE TEMPORARY SEDIt.lENT POND BOTTOM IF POOR
SUBSOILS BECOME SAlURATED AND REPLACE WITH CO"'PACTED FILL
I.lA TERIAL PER REQUIRE"'ENTS OF GEOTECHNICAl REPORT.
THE NORMAl WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT
DRAINAGE DITa-t THAT DRAINS WATER mOM A CONSTRUCTION SITE
OR DIVERTS WATER AROUND A SITE, MUST BE STABIUZED WITHIN 200
FEET mOM THE PROPERTY EDGE. OR mOM THE POINT OF DISCHARGE:
TO ANY SURFACE WATER 'MTHIN 24 HQURS OF CONNECTING TO A
SURFACE WATER,
THE OWNER I.lUST IDENTIFY A PERSON KNOv.t.EDGEABlE AND
EXPERIENCED IN THE APPUCATION OF EROSION PREVENl10N AND
SEDIMENT CONTROl BMP'S W1i0 WIll:
1. OVERSEE THE IMPLEMENTATION OF THE SWPPP
2. OVERSEE THE INSTALl.Al1ON. INSPECTION AND t.lAlNTENANCE
OF EROSION PREVENTION AND SEDIt.lENT CONTROl BMP'S
BEFORE AND DURING CONSTRUCTION,
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ROCK CONSTRUCTION ENTRANCE
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ONCE ALL DISlURBED AREAS HAVE BEEN STABIUZED. OBTAIN
APPROVAL mOM THE OTY ENGINEER AND WITHIN TWO ~EKS Of
FINAl STABlUZAl1ON,
TWO
DEVICES WITHIN
OF FINAL
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12. SUBMIT NOTICE OF TERMINATION WITHIN 3D DAYS
STABIUZA l1ON,
CONTRACTOR TO REMOVE SEDII.4ENT CONTROl
YlEEKS OF APPROVAL
10,
INSPECTION AND RECORD
RETENTION
THE sv,ppp. All a-tANG(S TO IT, AND INSPECTIONS AND
I.lAINTENANCE RECORDS lAUST BE KEPT AT THE SITE DURING
CONSTRUCTION BY TIlE PERMITTEE W1i0 HAS OPERATIONAL CONTROl
OF THE PORTION OF THE SITE. ALL OWNERS "'UST KEEP TIlE sv,ppp
ON Fll.E FOR THREE YEARS AFTER THE SUBMITTAL OF THE NOTICE OF
TERt.lINATlON, INa..UDING THE FOLLOWING INFORMATION:
THE OTY 'MLL INSPECT SILT FENCE PRIOR TO ANY lAND ALTERATION,
ALL SILT FENCE SHAll BE CONSTRUCTED 'MTH WOOD OR STEEL
POSTS (SEE DETAIL),
ALL EROSION CONTROl MEASURES "'UST BE INSTALlED AND
MAINTAINED ACCORDING TO THE DETAILS INa..UDED IN THE
CONSTRUCTION DOCUMENTS.. AlL SILT MUST BE REMOVED mOM SILT
FENCE WHEN IT REAa-tES A HEIGHT EQUAL TO ONE-THIRD OF THE
HEIGHT OF THE SILT FENCE. THE CONTRACTOR MUST PERFORM ANY
CORRECTIVE MEASURES ORDERED BY THE OTY. LOCAl GOVERN"'ENT
UNIT. OR MPCA 'MTHIN 24 HOURS OF SUa-t NOTICE. THE CONTRACTOR
SHAll ALSO PLACE ANY ADDITIONAL EROSION CONTROl MEASURES
DEEMED NECESSARY BY THE OTY OR I.lPCA WITHIN 24 HOURS OF
NOTICE. All MEASURES MUST BE REPLACED OR REPAIRED WITH THE
APPROVAl OF OTY, AND MPCA. 'MiEN THEY BECOME NONFUNCTIONAL
THE OWNER "'UST IDENTIFY W1i0 WILL HAVE THE LONG TERM
RESPONSIBILITY FOR LONG TERM OPERATION AND MAINTENANCE OF
THE PERMANENT STORI.l WATER MANAGEMENT SYSTEM AND DEYUOP
A CHAIN OF RESPONSlBIUTY 'MTH ALL OPERATORS ON THE SITE TO
ENSURE THAT THE SYlPPP 'MLL BE IMPLEMENTED AND STAY IN
EFFECT UNTIL FINAL STABIUZATlON AND SUBMITTAl OF THE NOT.
CONTACT. PHONE
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1. ANY OTHER PER...ITS REQUIRED FOR THE PROJECT.
2. RECORDS or i\I.l. INSPECTION AND MAINTENANCE CONOUCTED
DURING CONSTRUCTION,
3, AlL PERMANENT OPERA nON AND MAINTENANCE AGREEt.AENTS
THAT HAVE BEEN IMPlOolENTED. INa..UDING All RIGHT or WAY.
CONTRACTS. CO~ANTS. AND OTHER BINDING REQUIREI.lENTS
REGARDING PERPCTU,l.l MAINTENANCE.
4. AlL REQUIRED CALCUlATIONS FOR DESIGN OF THE TEMPORARY
AND PERMANEN1 SlORI.l WATER MANAGEMENT SYS1EMS,
ORANGE POLY SNOW FENONG "'UST BE PlACED AROUND AlL
NATURAL FEAlURES THAT ARE TO BE PRESERVED. THIS INa..UDES
All TREES. WETlANDS, SLOPES. ETC, IN LOCATIONS W1iERE
PLACEMENT OF PROTECTION FENONG COINCIDES WITH THE PLACEMENT
OF SILT FENCE, THE TOP PORTION OF THE SlL T FENCE MAY BE
PAINTED ORANGE AND CAUTION RIBBON MAY BE INSTAlLED IN
ACCORDANCE WITH THE DETAIL PROVIDED IN THE CONSTRUCTION
S?ECIFlCA110N. RIBBON MUST BE ...AlNTAINED AT ALL TIMES IF THIS
ALTERNAllVE IS TO BE USED,
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THE PERMlffiE "'UST ROUTINELY INSPECT THE SITE ONCE CVERY 7
DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HQURS AFTER A
RAINFAll EVENT GREATeR THAN 0,5 INa-tES IN 24 HOURS,
WITH
All INSPECTIONS AND lAAlNTENANCE CONDUCTED DURING
CONSTRUCTION MUST DE RECORDED IN \\R1T1NG AND RETAINED
THE sv.ppp,
RECORDS SHQULD INa..UDE:
1. DATE AND TIME or INSPECTIONS.
2. NAME OF PERSON CONDUCTING INSPECTION,
3, FINDING OF INSPECllON INCLUDING CORRECTIVE ACTION,
DETAILS OF CORRCCTIVC ACTION (DATE, TIME. PARTY
COMPLETING ...AlNTENANce)
4, DATE AND mOUN1 OF RAINFAlL GREATER
THAN 0,5 INa-tES IN '4 HOURS,
S,DOCU...ENTATION or CHANGES TO SVlPPP.
CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PAVED
SURFACES CLEAN OF SEDIMENT BY STREET SWEEPING ROADWAYS
W1iEN A SIGNIFICANT ACOJMULA TlON OF SEDIMENT OCCURS ON THESE
SURFACES, ANY SEDIMENT TRACKED OFF-SITE IS TO BE REMOVED
WITHIN 24 HOURS, SWEEPING I.lUST AlSO OCCUR W1iEN DIRECTED BY
THE OTY.
THE CONTRACTOR IS TO PLACE A THREE FOOT WIDE STRIP OF SOD
BEHIND THE CURB FOllOWING BACKFlWNG TO PREVENT EROSION.
mOM LOT
THE PERMITTEE I.lUST AMEND THE sv.ppp AS NECESSARY TO INClUDE
ADDITIONAL REQUIREMENTS. SUai AS ADDITIONAl OR I.lODlFlED BMP'S,
DESIGNED TO CORRECT PROBLO,IS IDENTIFIED OR ADDRESS SllUATlONS
W1iENEVER:
1, THERE IS A a-tANGE IN DESIGN. CONS1RUCTION. OPERAl1ON
OR I.lAlNTENANCE.
2. WEATHER OR SEASONAL CONDI1lONS THAT HAVE SIGNIFICANT
EFFECT ON D1Sa-tARGE.
3, INSPECTION OR IN'vl::STlGA TlON BY SITE OPERATORS, LOCAl,
STATE, OR FEDERAL OFfIOAlS INDICATE THE SVlPPP IS NOT
EFFECTIVE.
4. THE SWPPP IS NOT Aa-tIEVING THE GENERAl OB..E:CTlVES or
CONTROWNG POLLUTANTS OR THE SWPPP IS NOT CONSISTENT
WITH THE TERMS AND CONDI1l0NS OF THIS PERMIT.
5. THE I.lPCA DETERMINES THAT DISa-tARGE MAY CAUSE OR
CONlRIBUTE TO NON-ATTAlNI.lENT OF ANY APPUCABLE WATER
OUAUTY STANDARS OR THE SVlPPP DOES NOT INCORPORATE
THE REOUIREJ.4ENTS RaATED TO AN APPROVED TOTAL MAXlt.lUM
DAILY LOAD (ThlDL): THE RUNOFF mOM THE SITE DISa-tARGES
TO AN IMP AIRED WATER WHIa-t HAS AN APPROVED ThlDL AND
HAS NOT BEEN PROPERLY DETAILED IN THE SVlPPP,
REQUIREMENTS
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INSPECTIONS CAN BE SUSPENDED DUE TO moZEN GROUND
CONDI1l0NS UNTIL FlRST RUNOFF OCCURS OR CONSTRUCTION
ACTIVITIES RESUME.
IN AREAS OF PRO..E:C1 WlIERE FINAL STABIUZATlON
INSPECTIONS CAN BE RCDUCOl TO ONCE A "'ONTH.
AT ALL CATCH
SLOPES 3:
ALL
INDIVIDUAL EROSION CONTROl PlANS WILL BE REQUIRED
BUILDERS AT THE TI"'E OF FUlURE CONSTRUCTION.
CONTRACTOR TO PROVIDE STRAW BAlE PROTECTION
BASIN INLETS (SEE DETAIL),
EROSION CONTROL BLANKET SHALL
OR STEEPER.
INSTAlLED ON
BE
STORM WATER PONDS, SEDIMENT BARRIERS AND OTHER MEASURES
INTENDED TO TRAP SEDIMENT ON-SITE WILL BE CONSTRUCTED AS A
FIRST STEP IN GRADING. AND WILL BE MADE FUNCTIONAL BEFORE
lAND OISlURBANCE TAKES PLACE UPSlOPE. EARTHEN STRUCTURES
SUa-t AS DAMS, DIKES AND DIVERSIONS "'UST BE SEEDED AND
MULa-tED WTHIN 4B HOURS OF INSTALl.A110N. UTlUTY AND PAVING
WORK WILL COMMENCE UPON COMPLETION OF THE GRADING
OPERATIONS, ALL EROSION CONTROL MEASURES AND PROTECTIVE
r[NCING MUST BE INSTALLED AND INSPECTED BY THE CITY OR LOCAl
GO'vl::RNMEN1 UNI1 PRIOR 10 BEGINNING OF ANY GRADING,
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TRENCH
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BAO<rILL TRENQ-t 'M TH T AUPED
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NOTICE OF TERMINATION
PERlJlffiES tolUST SUB"'IT NOTICE OF TERMINATION (NOT) WlTIIIN 30
DAYS IF ONE OR MORE or FOlLO'MNG CONDI1lONS HAVE BErN MET:
1. FlNAL STABIUZA TION liAS BEEN ACHIEVED ON ALL PORTIONS OF
THE SITE FOR W1iICH PCRMITTEE IS RESPONSIBLE. INCLUDING
THE REMOVAL OF ALL T[MPORARY MEASURES SUa-t AS SILT
FENCE.
2. ANOTHER OWNER HAS ASSUMED CONTROl OVER All PORnONS
OF THE SITE THAT HAVC NOT Aa-tIEVED FINAL STABIUZATION.
3. IN THE CASE OF RESIDENTIAL CONSTRUCTION. TEMPORARY
EROSION PROTECTION AND DOWN GRADIENT PERIMETER CONTROL
FOR INDIVIDUAL LOTS HAS BEEN COMPLETED AND THE
RESIDENCE HAS BEEN TRANSFERRED TO THE HOMEOWNER.
TEMPORARY AND PERMANENT SEDIMENTA nON BASINS MUST BE
DRAINED AND SEDIMENl REMOVED ONCE T1-IE SeDIMENT COLLECTED
REACHES ONE-THIRD THE SlORAGE VOLUME W,TrlIN 72 HOURS, AS
FlELD CONDITIONS AlLOW.
ALL SEDI...ENT DEPOSITS WITHIN SURFACE: WATERS MUST BE REMOVED
AND RESTABIUZED 'MTHIN 7 DAYS OF DISCOVERY, THIS INClUDES
DELTAS AND STORM ~ SEDIMENT DEPOSITS,
INFILTRATION/FlLTRAl1ON SYSTEMS SHOULD NOT BE EXCAVATED TO
ANAL GRADE UNTIL THE CONTRIBUl1NG DRAINAGE AREA HAS BEEN
FULLY STA8IUZED.
DURING EXCAVATION. SEDIMENT AND EROSION CONTROl DEVICES
SHOULD BE unUZED TO PREVENT SEDIMENTATION AND THE AREA
MUST BE STAKED OFF AND MARKED SO THAT HEAVY CONSTRUCTION
EQUIPMENT 'MLL NOT CO"'PACT THE SOIL
RESPREAD TOPSOIL AND ESTABUSH lURF ON ALL ROUGH GRADED
AREAS OTHER THAN THOSE DESIGNATED FOR PADS. BllUMINOUS. AND
CONCRETE 'MTHIN 4B HOURS AFTER COI.APLE1lON OF EARTH MOVING,
GENERAL AREA SEED ...IX: MNDOT SPEC. 3876,2 MIXlURE 1308.
MULa-t: I.lNDOT TYPE 1 DISC ANa-tORED. 2 TONS PER ACRE.
FERTlUZER: COM"'EROAL 10/10/10 (PHOSPHATE LIMITED TO NO
MORE THAN 400 LBS, PER ACRE)
RESPREAD TOPSOIL AND ESTABUSH lURF ON AlL FINAL GRADED
AREAS 'MTHIN 72 HQURS AFTER COMPlETION OF FINAl GRADING
GENERAL AREA SEED ...IX:MNDOT SPEC. 3876,2 MIXTURE SOB.
MULa-t: MNOOT T'1'PE 1 DISC ANa-tORED, 2 TONS PER ACRE
FERTlUZER: COMMEROAl 10/10/10 (PHOSPHATE UMlTED TO NO
MORE THAN .wo LBS/AC)
PERMlffiE "'UST ENSURE FINAl STABIUZATlON OF THE SITE AND
SUB...IT THE NOT WITHIN :so DAYS OF FINAL STABIUZATION,
FlNAL STABILIZATION CAN IJC Aa-tIE\IED IN THE FOllOWING WAY:
1. All SOIL DISlURBING ACTIVITIES ARE CO"'PLETE AND A
UNIFORM PERENNIAl VI:C:C1ATIVE COVER WITH A DENSITY OF 70'"
OVER THE ENTIRE PERVlQUS SURFACE HAS BEEN Aa-tICVf.D
INa..uDING:
-STABIUZATlON or DIla-tES AND SWAlES,
-REMOVAL OF All n l.lPORARY SYNTHE11C &: STRUClURAl
BMP'S,
-REMOVAL OF SEOlMLNTS mOM STORM WATER CONVCYANCES
AND PERMANENT WA 1m QUAlITY BASINS,
FOR RESIDENTIAl DEVUOf'MENTS, FlNAL STABIUZATION HAS
BEEN Aa-tIEVED W1iEN; - TEMPORARY EROSION PROTECTION AND DOWN GRADIENT
PERIMETER CONTIlOl rDR INDIVIDUAL LOTS HAVE BErN
COMPLETED.
- THE RESIDENCE IlA:; OEEN TRANSFERRED TO THE
HOI.AEOWNER. THE /'OIl.lITTEE "'UST DIS1RIBUTE THE MPCA
"HOMEOWNER FACT !:ttEET" TO THE HOI.AEOv.NER.
TO PREVENT a..OGGING OF THE SYSTE.... A PRETREA lMENT DEVICE
MUST BE USED TO SETlLE PARTICUlATES BEFORE RUNOff
DISCHARGES INTO THE INFlLTRATlON/FlLTRA1lON SYSTEM.
I.lAlNTAlN AlL EROSION CONlROl ITEMS, REMO'vl:: ACClJI,IULATED
SEDIMENTS, a...EAN UP "'UD TRACKED mOM THE SITE ON TO
ADJACENT STREETS. AND CONTROl OUST (PER MNDOT SPEC 2130 AS
NECESSARY TO EUMINATE SlGNIFlCANT OUST PER REQUIREMENTS OF
ENGINEER. Oi'rNER, AND/OR OTY. UNTIL SUCH TIME AS THE ENGINEER
HAS ACCEPTED THE WORK.
ON-SITE TESTING "'UST BE CONDUCTED TO VERIFY THAT A ...INIMUM
OF :} FEET OF SEPARATION mOM BEOROCK OR SATURATED SOIL IS
ACHIEVED.
ALL INFILTRATION AREAS "'UST BE INSPECTED TO ENSURE THAT NO
SEDIMENT mOM ONGOING CONSTRUCTION IS REAa-tING THE
INFILTRATION AREA.
SEDIMENT CONTROl DEVICES MUST BE USED TO MINIMIZE SEDIMENT
ENTERING SURFACE WATER. INCLUDING CURB AND GUTTER AND STOR'"
SE'M:R INlETS.
IF THE DOi'rN GRADIENT TREA lMENT SYSTE'" IS OVER
SWPPP "'UST BE AMENDED.
THE
LOADED,
SITE SWEEPING IS TO BE PERFORMED AS NECESSARY TO REMOVE
EXCESS SEDIMENTS mOM HARD SURFACES ON THE SITE.
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