ITEM 5.1 Martin Farms Phase 20t sTe F o
MINNESOTA
DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT:
REQUESTOR:
MEETING DATE:
Planning
City Planner Licht
J.J. February 2013
PRESENTER(5):
REVIEWED BY:
ITEM #:
City Planner Licht
City Administrator Johnson
5.1— Martin Farms Phase 2
City Engineer Wagner
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff recommends approval of the Martin Farms Phase 2 Preliminary Plat.
ARE YOU SEEKING APPROVAL OF A CONTRACT? I ISA PUBLIC HEARING REQUIRED?
No.
BACKGROUNDIJUSTI FICATION:
Held by Planning Commission 4 February 2013
Lennar has submitted plans for preliminary plat approval of Martin Farms Phase 2 located northeast of
Maclver Avenue and 70th Street. The proposed preliminary plat includes 132 single family lots, two
outlots and public right-of-way. The subject site is guided by the 2012 Otsego Comprehensive Plan for
low density residential uses and is zoned R-6, Residential Medium Density District. Planning and
Engineering reviews of the proposed preliminary plat are attached.
The Planning Commission held a public hearing to consider the application at their meeting on 4
February 2013. Mr. Joe Jablonski of Lennar was present as the applicant. Several existing Martin
Farms residents with homes on Block 13, Martin Farms spoke at the public hearing about concerns
regarding the proposed preliminary plat design as well as stormwater drainage issues. The residents
were concerned that they had been told by Lennar sales staff that their lots would back up to open
space and that the Phase 2 area would not be developed in the near future.
City staff explained that the lot and street layout, grading plan and utility plan of the current
preliminary plat was reviewed in 2003 when Martin Farms was originally proposed as a phased
development. The proposed preliminary plat is consistent with the 2003 planning and also
current Zoning Ordinance and Subdivision Ordinance requirements. The City has no ability to
require changes to the subdivision design at this time nor are changes to create greater
separation between the home sites practical given the boundaries of the parcel now being
preliminary platted, which follow the layout of the subdivision as planned in 2003. The Planning
Commission noted that the information regarding the planned development of the area south of
these residents was available from the Citv.
The residents commented that there is an existing berm between their lots and the proposed
lots to the south. This berm is a result of their rear yards sloping down to the south towards
their rear lot lines and then the grade going up to the house pads on the planned lots in Block 2,
Phase 2. The change in grade shown on the grading plan between the existing lots and the
front elevation of the houses is approximately four to five feet. The house pads on the
proposed lots to the south are to have front elevations five to seven feet above the rear lot
lines. However, the pad elevations for the houses on each block are all within two to three feet
with the houses to the south higher.
City staff reviewed further the issues raised by the residents regarding stormwater drainage.
The area along the rear lots lines between Block 13, Martin Farms and Block 2 Martin Farms
Phase 2 has been designed as a drainage area to capture stormwater runoff from the rear of the
houses and yards. Drain tile is to be (or has been) installed along the rear of Lots 7-14.
Residents in the area of Lots 6-9, Block 13 also noted issues with their rear yards being wet and
holding water and that drain tile has been installed along their side lot lines. Phase 1 of Martin
Farms was approved after the City implemented wetland buffer and setback requirements so
these areas were to be posted as no disturb zones. The City Engineer will verify if the signs are
still in place prior to the City Council meeting.
As shown on the grading plan, a large portion of these rear yards is wetland. Given the natural
drainage patterns and clay soils in the area, any attempt to extend a lawn into the wetland or
area immediately surrounding it will result in wet conditions. City staff has been working with
Lennar to monitor the wetland management plan approved for Martin Farms in 2003 and will
need to verify that the boundaries of the wetland were posted. The City Engineer also notes
that installation of drain tile for drainage along side lot lines is not unusual in areas such as this
with clay soils to move storm water away from the house pads (and sump pump outlets) to
stormwater basins.
The Planning Commission discussed the history of the Martin Farms project and how the area was
master planned together with Zimmer Farms and Otsego Preserve to extend trunk sanitary sewer and
water utilities. City staff noted that areas of Martin Farms under option by Lennar or owned by others
that were planned for medium and high density residential land uses may change as a result of market
conditions and that these changes would require additional Planning Commission review and City
Council approval. The Planning Commission closed the public hearing and voted 7-0 to recommend City
Council approval of the Martin Farms Phase 2 preliminary plat subject to conditions.
SUPPORTING DOCUMENTS: X ATTACHED ❑ NONE
A. Planning Report dated 31 January 2013
B. Engineering Review dated 25 January 2013
C. Findings of Fact
D. City Engineer's drawing of Block 13, Martin Farms/Block 2, Martin Farms Phase 2
POSSIBLE MOTION
Please word motion as you would Ilke It to appear In the minutes.
Motion to approve the Martin Farms Phase 2 preliminary plat subject to the conditions as outlined in
the Findings of Fact as presented.
BUDGET INFORMATION
FUNDING I BUDGETED: ❑ YES
NA
ACTION TAKEN
an We
❑ APPROVED AS REQUESTED ❑ DENIED ❑ TABLED n OTHER (List changes)
COMMENTS:
TPC3601 Thurston Avenue N, Suite 100
Anoka, MN 55303
Phone; 763,231.6840
Facsimile: 763.427.0520
TPQ0P1anningCo.com
PLANNING REPORT
TO: Otsego Planning Commission
FROM: Daniel Licht, AICP
RE: Otsego — Martin Farms Phase 2 (Outlot F)
REPORT DATE: 31 January 2013
ACTION DATE: 26 February 2013
TPC FILE: 101.02 — 13.01
BACKGROUND
Lennar has submitted application for preliminary plat approval to subdivide Outlot F of
Martin Farms into single family lots as the second phase of this development. Outlot F
is located northeast of MacIver Avenue and 70t" Street and is immediately to the south
of the previously final platted lots in Martin Farms now being built out. The preliminary
plat encompasses 49.8 acres to be subdivided into 132 lots, two outlots and public right-
of-way. A public hearing has been noticed for the Planning Commission meeting on 4
February 2013 to consider the application.
Exhibits:
A. Site Location
B. Preliminary Plat Submittal dated 1/1112013 (9 sheets)
ANALYSIS
Previous Approvals. Martin Farms was initially developed by Insignia Development
LLC. The City Council on 28 July 2003 approved a Zoning Map amendment, an
Environmental Assessment Worksheet (EAW) and Phase 1 preliminary plat applications
for the project. A final plat for Phase 1 was approved by the City Council on 8 March
2004. While the subject site was not included in the preliminary or final plat except as
an outlot for future phases of the project, detailed planning and engineering was done to
master plan the lot and street design together with preparation of preliminary utility and
grading plans to ensure an orderly build out of the overall 306.09 acre neighborhood.
The submitted plans for Outlot F with the current application are reviewed in
consideration of these preliminary plans prepared with Phase 1.
Environmental Review. An EAW was prepared with the review of the Phase 1
applications and it's scope included the planned development of future phases of Martin
Farms, including the portion of the site subject to the current application, based on the
concept plan that was submitted together with the Phase 1 preliminary plat. The City
Council adopted findings on 28 July 2003 that the proposed project did not have
potential for significant environmental effects and that an Environmental Impact
Statement was not to be required. The current preliminary plat application requires no
additional environmental review.
Comprehensive Plan. The 2012 Otsego Comprehensive Plan includes the subject
site within the West Sewer District and guides the area for low density residential uses.
The proposed subdivision of single family lots is consistent with the future land use
designation of the Comprehensive Plan.
Zoning. The subject site was zoned R-6, Residential Medium Density Residential
District with the Phase 1 application approved on 28 July 2003. The R-6 District allows
for single family dwellings as proposed with the Phase 2 plans as a permitted use.
Surrounding Land Uses. The subject site is surrounded by the following existing
and/or planned land uses. The single family lots proposed with Phase 2 are consistent
with the planned development of Martin Farms and compatible with existing and
planned land uses in the area.
Direction
Land Use Plan
Zoning Map
Existing Land Use
North
LD Residential
R-6 District
Martin Farms Phase 1
Fast
LD Residential
A-1 District
Agriculture
LD/MD Residential
South
MD/HD Residential
R-6 District
Agriculture
LD/MD Residential
Detached townhouses
LD Residential
Single famil dwellings
West
LD Residential
R-6 District
Agriculture
MD/HD Residential
A-1 District
Rural Single family dwelling
Access. The proposed preliminary plat will be accessed via extension of existing
streets within Phase 1 at MacKenzie Avenue, Marquette Avenue and Martin Farms
Avenue. Martin Farms Avenue will also be constructed to provide access to the overall
development from 70th Street. The applicant is required to pay a collector street access
fee as a condition of final plat approval.
The City is proceeding with plans to improve and construct 70th Street as a collector
street from Martin Farms Avenue to Oakwood Avenue in 2014-2015. When complete,
this project will provide a much needed east -west connection across Otsego and allow
residents in the western part of the City greater access to commercial areas and TH101
for employment commuting.
2
The preliminary plat also provides for extension of future streets to the undeveloped
parcels south and east of Phase 2. Temporary cul-de-sacs will be required at the
termini of 72nd Street and 73rd Street at the time of construction and these streets as
well as Marlowe Avenue and 71 st Street (at two locations) will be posted with signs
identifying future street extensions.
Streets. All of the lots within Phase 2 will be accessed via public streets, for which the
design and construction plans are subject to review and approval by the City Engineer.
The proposed public streets are 28 feet wide with concrete curb and gutter within 60
foot rights-of-way. The plans for the proposed public streets are consistent with the
requirements of the Engineering Manual. There is one cul-de-sac street shown on the
preliminary plat with a 330 foot length and 60 foot radii for the right-of-way at the turn
around, which complies with Section 21-7-6 of the Subdivision Ordinance. A five foot
concrete sidewalk is provided on one side of all streets consistent with the Engineering
Manual and these sidewalks are on the side consistent with the location of the
sidewalks in Phase 1 for those streets being extended. There is an issue with the
naming of the streets between Phase 1 and 2 of Martin Farms:
■ Martin Farms Avenue is designated on the east side of Phase 1 and also for a
short segment in Remington Coves south of 70th Street.
■ Phase 2 would bring Martin Farms Avenue south to a four-way intersection:
o The east leg of this intersection curves south and intersects 70th Street at
Martin Farms Avenue in Remington Coves.
o The south leg of the intersection turns west and intersects the future
segment of Marlowe Avenue between MacKenzie/Marquette Avenue and
70 Street (aligned with Zimmer Farms) and then further west to MacIver
Avenue. City staff recommends this street be designated as 71St Street
when constructed with a future phase of development.
o There is a street segment between Marquette Avenue and Martin Farms
Avenue within Phase 2 with no name that City staff recommends be
designated as 72nd Street.
■ The cul-de-sac within Phase 2 shown as 72nd Court should be designated as
Marquette Court.
Lot Requirements. The R-6 District establishes the following minimum lot
requirements. The proposed single family lots shown on the preliminary plat all
conform to these minimum requirements.
Lot
Area
Lot Lot
Width Depth
Setbacks
Front
Side I
Rear
Wetland
Interior
9,Oo0sf.
(net)
60ft. 100ft.
90ft.
35ft.
7ft.
20ft.
40ft.
Corner
30ft.
Grading and Drainage Plan. The applicant has submitted grading and drainage plans
for Phase 2 that are based on the preliminary grading plans completed with the Phase 1
approvals. Section 20-16-9.E of the Zoning Ordinance requires a 20 foot buffer at the
perimeter of all delineated wetlands, which is shown on the submitted grading plan.
The construction plans for the final plat must include that the buffer area is to be posted
as a no -disturb zone. The developer will also be required to pay a stormwater impact
fee at the time of final plat approval. The grading and drainage plans are subject to
review and approval by the City Engineer.
Drainage and Utility Easements. On 26 May 2009, Section 21-7-15 of the
Subdivision Ordinance was amended to require that stormwater basins and wetlands be
included within outlots platted and deeded to the City, although the City may still elect to
require only drainage and utility easements. Because the grading plan and subdivision
design for Martin Farms was master planned with Phase 1, it would be impractical to
require that the stormwater basins be included within outlots platted and deeded to the
City. As such, all of the stormwater basins, wetlands and wetland buffers are shown to
be overlaid by drainage and utility easements. Drainage and utility easements are also
shown to be dedicated at the perimeter of all lots as required by Section 21-7-15.A of
the Subdivision Ordinance. Outlot B must also be overlaid entirely by drainage and
utility easements. All drainage and utility easements are subject to review and
approval by the City Engineer.
Utility Plan. The applicant has submitted utility plans for extension of sanitary sewer
and water utilities again based on the preliminary plans prepared with Phase 1. All
utility plans and issues are subject to review and approval of the City Engineer. The
developer will be required to pay the Sewer Availability Charge and Water Availability
Charge in effect at the time of final plat approval.
Outlots. The preliminary plat illustrates two outlots: Outlot A is a remnant parcel that
includes a delineated wetland and which based on the layout of streets lots and the
boundaries of the exception parcel to the west is unbuildable. Section 21-7-41 of the
Subdivision Ordinance requires that Outlot A be eliminated by combining the area with
Lot 1, Block 1 with a drainage and utility easement overlaying the wetland, wetland
buffer and any stormwater drainage area.
Outlot B includes a wetland and was planned with Phase 1 as private open space
owned by the Martin Farms Homeowners Association. A trail was proposed to be
constructed through this area between 72"d Street and Marquette Avenue in part to
provide access to the HOA recreation facilities located at Marlowe Avenue/72nd Street.
The planned private trail is shown on the submitted Phase 2 plans and will be required
to be constructed at the time this portion of Phase 2 is final platted.
Landscaping. The development of the subject site in consideration of planned and
existing land uses does not require plantings/berms as a transitional buffer.
Landscaping to be required for the preliminary plat in accordance with Section 20-16-
7.0 of the Zoning Ordinance is limited to provision of two trees per lot. Additionally,
Section 20-16-7.D requires a berm/landscaping be installed along the south lot lines of
4
Lot 9, Block 9 and Lot 1, Block 10 abutting 70th Street. A landscape plan for this
required buffer yard will be required to be submitted with a final plat application.
Phasing Pian. A preliminary phasing plan has been submitted showing the anticipated
buildout of Phase 2 that generally anticipates extending construction from existing
developed areas of Phase 1 south towards 70th Street. The phasing plan is not
binding upon the City or the developer but allows for better planning for access and
utility extensions as well as other City services. In this regard, the submitted phasing
plan illustrates a logical and functional buildout for Phase 2.
Park and Trail Dedication. Park and trail dedication requirements for Martin Farms
were calculated with Phase 1 based on the overall project area of 306.09 acres. Outlot
D, Martin Farms was dedicated to the City satisfying 6.3 percent of the required
dedication. The Future Parks and Trails System Plan included in the Comprehensive
Plan does not designate any area within Phase 2 for additional park land acquisition.
As such, park and trail dedication requirements for Phase 2 will be satisfied by payment
of a cash fee in lieu of land calculated as follows:
# of lots x Current Park[Trail Dedication Fee x 93.7% = Amount Due
Homeowners Association. Lennar has indicated that the proposed Phase 2 lots are
to be included as part of the Martin Farms HOA that would include access to the private
recreation facilities within the neighborhood. The documents incorporating Phase 2
into the HOA must be submitted with the final plat application and are subject to review
and approval of the City Attorney.
Final Plat approval. Upon approval of a preliminary plat, the developer must submit
application for final plat, which is subject to City staff review and approval by the City
Council. The final plat approval includes execution of a development contract to
memorialize all of the conditions of approval and provide for payment of applicable fees.
RECOMMENDATION
Martin Farms Phase 2 is a positive indication of the housing market recovery and
Lennar's continued investments in Martin Farms advances the City's development
goals. Furthermore, the proposed preliminary plat is consistent with the planning done
with the Phase 1 approvals as well as complies with applicable Zoning Ordinance and
Subdivision Ordinance requirements. City staff recommends approval of the
application subject to the stipulations outlined below.
POSSIBLE ACTIONS
A. Motion to recommend City Council approval of the Martin Farms Phase 2
Preliminary Plat subject to the following conditions:
1. Approval of the preliminary plat shall not guarantee access to sanitary
sewer service. The City shall only allocate sanitary sewer capacity to
approved final plats with signed development contracts to assure the City
of timely development.
2. Street names designated on the preliminary plat shall be revised in
accordance with City staff recommendations and designated on the final
plat.
3. All lots are subject to the following minimum requirements of the R-6
District:
4. The preliminary plat shall be revised to combine Outlot A with Lot, 1, Block
1.
5. Outlot B shall be overlaid by drainage and utility easement.
6. The developer shall construct at their cost a trail between 72nd Street and
Marquette Avenue as shown on the submitted plans at such time as Outlot
B is final platted.
7. The builder shall install a minimum of two (2) trees per lot and a landscape
plan for installation of the buffer yard on Lot 9, Block 9 and Lot 1, Block 10
as required by Section 20-16-7.D of the Zoning Ordinance shall be
submitted with application for final plat approval.
8. The design and construction of all streets is subject to review and
approval of the City Engineer.
9. All grading, drainage and erosion control plans and issues are subject to
review and approval of the City Engineer.
10. All drainage and utility easements are subject to review and approval by
the City Engineer.
11. All utility plans are subject to review and approval by the City Engineer.
12. Park and trail dedication requirements shall be satisfied by payment of a
cash fee in lieu of land calculated based on the number of lots multiplied
by 93.7 percent of the fee in effect at the time of final plat approval.
ro
Lot
Area
Lot
Width
Lot
Depth
Setbacks
Front
Side
Rear
Wetland
Interior
9,000sf.
(net)
60ft.
100ft.
35ft.
7ft.
20ft.
40ft.
Corner
90ft.
30ft,
4. The preliminary plat shall be revised to combine Outlot A with Lot, 1, Block
1.
5. Outlot B shall be overlaid by drainage and utility easement.
6. The developer shall construct at their cost a trail between 72nd Street and
Marquette Avenue as shown on the submitted plans at such time as Outlot
B is final platted.
7. The builder shall install a minimum of two (2) trees per lot and a landscape
plan for installation of the buffer yard on Lot 9, Block 9 and Lot 1, Block 10
as required by Section 20-16-7.D of the Zoning Ordinance shall be
submitted with application for final plat approval.
8. The design and construction of all streets is subject to review and
approval of the City Engineer.
9. All grading, drainage and erosion control plans and issues are subject to
review and approval of the City Engineer.
10. All drainage and utility easements are subject to review and approval by
the City Engineer.
11. All utility plans are subject to review and approval by the City Engineer.
12. Park and trail dedication requirements shall be satisfied by payment of a
cash fee in lieu of land calculated based on the number of lots multiplied
by 93.7 percent of the fee in effect at the time of final plat approval.
ro
13. Documents incorporating Phase 2 into the Martin Farms HOA must be
submitted with the final plat application and are subject to review and
approval of the City Attorney.
14. The developer shall submit application for final plat approval and execute
a development contract in accordance with the Subdivision Ordinance.
B. Motion to recommend the application be denied based on finding that the
request is inconsistent with the Comprehensive Plan and does not comply with
the City's official controls.
C. Motion to table.
C. Lori Johnson, City Administrator
Tami Loff, City Clerk
Andy MacArthur, City Attorney
Ron Wagner, City Engineer
9
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Preliminary
Submittal
Plat
for
Martin Farms, Phase 2 (Outlot F)
Otsego, Minnesota
Prepured for;
Lennar Corporation
16305 36TH Avenue North, Suite 600
Plymouth, Minnesota 55446
Contact: Joe Jablowski
Phone: 952-249-3014
Fax: 952-249-3075
Prepared by. -
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Westwood h9Fsi,t01'1t iatv4ctr, MK.
DESCRIPTION
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DESCRIPTION
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OVERALL SITE PLAN AND PHASfNG PLAN
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PRELMINARY PLAT
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PRELIMINARY GRADNG, DRAINAGE AND EROSION COyTROL PLAN
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��7. YA,Y••ed IroNrl,n,l S•n'It•A NC L ••,Ia � df - _ N sA• m - _. -- - - _ - - _- —
ETd Y • 1 r 1 E�.4`ArADrffiADFUE _
7c L,RrF 19-11 5166 Fmd• D. Hog" 11
WIStMfOOd .,...w..w,.Rk•x..
Pm 01/11/17 U_ Lf. 1-716 -- --
Call 45 livors 6cfa dlgging:
EROSION CONTROL NOTES: 611 or call$11.com
+w a..' • ALL 5'LT FENCE AND OTHER EROSION CONTROL FEATURES SMALL BE IN-PLACE Cominon Ground ANI°nca
PRIOR 10 ANY EKCAVATICN/CONSTRUCTION AND SMALL BE MAINTAINEO UNTIL
VIABLE TURF OR CROUNO COVER HAS BEEN ESTABUSHEO. EXISTING SLT FENCE Olt
.,!® �•®' ON-SITE SHALL BE MRTNTANEO AND CR REMOVED AND SHALL BE CONSIDERED PAL 60'IT, P
INCIDENTAL TO THE GRADING CONTRACT, IT IS OF EXTREME IUPORTAINCE TO BE
=-@ AWARE OF CURRENT FIELD CONI'DI TIONS Y,1FN RESPECT TO EROSION CONIROI.
v -- TEMPORARY PONDING, DIKES• HAY BALES. ETC.. REQUIRED BY THE CITY SHALL BE a'
INODENTAL TO THE GRAONG CONTRACT. •' BOC - eOC
IN�� (TTP.)
• ALL STREETS DISTURBED DURING WORMNG HOURS MUST BE CLEANED AT THE END sw F ,-, ,Y,,• per, rT tx t,I
OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROYINO
ACCORDING TO DETAAS TO REDUCE TRACKING OF DIRT ONTO Pl18LJC STREETS
IRs, aaPL
96D
GENERAL GRADING JC[ DRAINAf,F NOTER (nvl FKTrAIX (+FmN AmueAeaE'
s,F PRO,I,F GRADE UC PIAN WEw ra l«ATMNS)
'�'> • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER
�� • GRADES UNLESS OTHERWISE NOTED �'� 9SRYAR�kTA6FE O[eiC G • fi
F4 REFER TO WE SITE PLAY ECDRO PLAT FOR MOST CURRENT __. y4•
NGRIZOHTAL SITE ONF"SIDNS AND LAYOUT.
\ a THE CONTRACTOR SHALL VERIFY THE LOCATION ASND ELEVATION OF E)OSTING
ununES AND TOPOORAPIGOAL FEATURES 'Mill THE CWI4ERs AND rELO-YERIFY TYPICAL SECTION PUBLIC STREET
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL WUEDIATELY NOTIFY THE ,ITS
EWCWEER OF ANY DISCREPANOES OR VARIATIONS FROM PLAN.
T00' 200' 300 • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.
`� y- °1 • POSITM DFIVNACE FROM 114E SITE MUST BE PROYDEO AT ALL RUES.
LOT Cdfd TR ELFVAT)(T! [%IRA SIRTNOn1E
FR1ER fABEYiO" `
TYPE FDO E
I sETBACFNO \S
TYPE 1 ABO WAC UESH
STEEL OR �
AND HAY BALES
+AP 99 -----Lor NtfYBER
j DRAr4 NE AARON S r1 / i riODO POST �L
+�Q I 4130 �— �'wAuwl uCwE Ea[YFlnkt -_�n�. _ �r-
I.- T (f APH.%
icA[) � :•. , r r f? 10' O k)".:MONO NRH
144 Wo SINE. k.I.UM
IASFYEIIT ROOK p4 jp —�' 6'- WITESAK T FENCE
D MfIWVT
r1.D O 9?/µua F1EA11Y DUTY OETAN. "RE SUIPORI FENOE
W�IIACE 535E dE PROPOSED PW NIgO_�,4
(!moi fRp.'+T GRAX REYATKzi i P PDIY)•tO HEIGHT V MAY
RECOULTEHNO
E /
ATTACHSECURELY
SIORACE HEIGHT
STEEL OR-- TO VPSMEhV j*"0 HEICHJ
1Y �� 76' HIGH MAX SIDE OF POST. -
MOOD POST _ RUROfF GRADEDORaD•RASfYLTIT - .-!ECYATICH TO FROYF CRAOE EEVAR04. ~LO. GRADED FOR I.O' DFFEREHCE FROM BASEVENT FLOPRI2 M�NW17EIiYAMfi TO fRO,QT GRAIN [LEVATI¢Y IhlnI SVTt VwvN `:G - -4'.6• MUCHG ACE SLORV° ODRi 10 JA' AEU'�E EIAAVLNL TLWR / 1'-2• nA O ROCK MAOICCUAACTEDF LVATYf{ AT ME BA[Y Of THE N°l PAD_ _ B'
NO+ GRADED fOR 6O' CrF[RLNCE FFNW BASEMENT FiCCR BAQClII `-FYI AIiI
EILVAn TO FRO[T GRADE IT FVAADY• WnI �Ou. ,G STANDARD METAL
GRADE SLCANG OYAN TO WJJA OUT GRADE ELEVATION 14 THE TRENCH VIT1 NATIE BACKFILL RLTTYiNA7E DEiA�
REM Of THE "Ouse. TRENCH MATH GRAVEL
� NOTE: NOTE.
I rI HOUSE PADS N'Fp1 ARE SHADED A4 SUCH, NOCATES A CUSTOM i NSPECT Ano REPAA FENCE AFTER EACH
J l� STORM EENT AND REMOVE SEOUENT IN EN
d1SMY HOUSE PAD' GR HAS NOT BES COMPLETELY GRADED 0 PREPARED N[LYS1-y-
TOU
TO C -ED HOD GRADE_ LE 1X.1k $ S 0C C.$E STTLLS FOA" CMI NOTE:
L - - LOADED HAT PAA ARE E SVOOS SVCGf4IEO OE4G/twI� ADE SHOLk
LOTS. mEO wT FRW Eli 9JCCES[FO HOUSE SME/WABET SNOJLD ROCK CONSHEIDI" O ENTRANCE CONTAIN BE ?. TO AD D A THA SHALL BE DEPOSITED
-I S - BE 1rtInFiED ME DI THE DE,ELOPER. A IA:mum L SL OF L r AND CONTAIN SE Ar, AREA -51T DILL NOT CON IRSBUTE
a C,, SELh'4gfli OFF-SITE AND CAN BE
I MAXIAUM $KK SLOPES OF 4: 1. PERUAN'ENTLY STABIU2TD.
)- O) TIE hTAABER N THE PASF MOCK ROCK NTRANRUCT{ON SILT FENCE
L-- P ,f IES 0,E CC .S R of MOCKS FY'P1G1T. LOT ENTRANCE
N(
I THAT T,K O vAce 15 [BOPPED- LSGH 1 SR.F FENCE SHAH BE PLACED ON SLOPE
3 SOC% O.T F[[f. OKri TOLMS TD UAYIUITL PONDIKO CIT,C4LTILY.
r- -
4 DENOTES. SOL RMIJO CONTROL BLANKET
•-- }fds _ ~' - 1 DENOTES SILT FENCE 6t OR i2�•' DILA. ROIL R CSO. 1685)
Er ..
DENOTES HEAVY DUTY SILT FENCE
T�n e
DR POLYESTER NEINY
C
'Tf2'
r r980— DENOTES PROPOSED CONTOURS BAGKnuEO mf GSrO fA�,ti
I Iry i TI DENOTES E)GSifiG STORM SEWER _ 4' If l;.vUO UIOSIOU CO"IROL
Y B l E_b*_-N DENOTES PROPDSED STORM SEWER f M-A•'B'ET
}4Ws. vvv--�� DENOTES EXISTPNO TREE UNE -- 4-24'
g 2 PONT
'Ca UETµ. STAKE ( 0. 5) '
DIZOWTEO APPROX-ATC TnCC 4' 24 -
_
7 fYYI Y REMOVAL uUTTS \ �py� \ - - _ A'
5 DENOTES EXISTdNO SPOT ELEVATI4,N-P6B ;T
DENOTES PROPOSED SPOT ELEVATION FILTER FABR,C \\ _
$ a+� DENOTES BID -ROLL EROSION CHECKS 1
L DENOTES EMERGENCY OYERFLON
'
ELEVATION �- - -B", 61 DA STAPLES
8 �z1 SPACED I'-0'
I # 9 CN CEHIER
DELINEATED WETLAND _ STAKES
1 AT•2? la" LONG
SPACINO.n CTJ%T TIER U I
/ NFTTMNC " FIBER ROLL.
Fef� ® NOTE:
{ WETLAND FILL AS IT I OF NNS IL KO AS LH TRENCH NCV BfOROLL BLANKET SYSTEM
5} AS IT IS MHCN u15TALL[O AS SILT FEL:[F. (T-e'PE 3 SEC. 3969)
}, MAT3MUM D15TAKCE BETNEEN POSTS IS 4'.
AN ADDITIONAL POST MAY BE ADXO TO NOTE:
E404 SIDE_ PONT ^A" MUST BE TROWEL MAN POINT "B.
Y,ETL-A,}i0 IAITICATO.'f i0 FASUM THAT WATER RO'MS 614R THE
STRAW BALE INLET CKAE ALD NOT AROUND PIE. ENDS_ DMOLL BLANKET
UIEHT F1LTER SYSTEM
— _ l SEO
1- V v p tr UFLAUD BUFFER-._nya5csr-:�7 a=;
NOT Fort CONSTRUCTION Martin arms, Os,. 0I/11/13 SIT, -6 GP 9
----POR ■ Phase 2 Preliminary Grading
9p1 ■ Lennar Corporation
.�. (Oudot F) Drainage and Erosion
enue
r.�.+v+-+Isa2++• 163ES5 36771 h, Nfim North, S44e 600 Control Plan
PiyDs°uI}y f•TNFule9otA 55446 OLsego, Mlrrexol•
i 2CV
sl
-
��7. YA,Y••ed IroNrl,n,l S•n'It•A NC L ••,Ia � df - _ N sA• m - _. -- - - _ - - _- —
ETd Y • 1 r 1 E�.4`ArADrffiADFUE _
7c L,RrF 19-11 5166 Fmd• D. Hog" 11
WIStMfOOd .,...w..w,.Rk•x..
Pm 01/11/17 U_ Lf. 1-716 -- --
Call 45 livors 6cfa dlgging:
EROSION CONTROL NOTES: 611 or call$11.com
+w a..' • ALL 5'LT FENCE AND OTHER EROSION CONTROL FEATURES SMALL BE IN-PLACE Cominon Ground ANI°nca
PRIOR 10 ANY EKCAVATICN/CONSTRUCTION AND SMALL BE MAINTAINEO UNTIL
VIABLE TURF OR CROUNO COVER HAS BEEN ESTABUSHEO. EXISTING SLT FENCE Olt
.,!® �•®' ON-SITE SHALL BE MRTNTANEO AND CR REMOVED AND SHALL BE CONSIDERED PAL 60'IT, P
INCIDENTAL TO THE GRADING CONTRACT, IT IS OF EXTREME IUPORTAINCE TO BE
=-@ AWARE OF CURRENT FIELD CONI'DI TIONS Y,1FN RESPECT TO EROSION CONIROI.
v -- TEMPORARY PONDING, DIKES• HAY BALES. ETC.. REQUIRED BY THE CITY SHALL BE a'
INODENTAL TO THE GRAONG CONTRACT. •' BOC - eOC
IN�� (TTP.)
• ALL STREETS DISTURBED DURING WORMNG HOURS MUST BE CLEANED AT THE END sw F ,-, ,Y,,• per, rT tx t,I
OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROYINO
ACCORDING TO DETAAS TO REDUCE TRACKING OF DIRT ONTO Pl18LJC STREETS
IRs, aaPL
96D
GENERAL GRADING JC[ DRAINAf,F NOTER (nvl FKTrAIX (+FmN AmueAeaE'
s,F PRO,I,F GRADE UC PIAN WEw ra l«ATMNS)
'�'> • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER
�� • GRADES UNLESS OTHERWISE NOTED �'� 9SRYAR�kTA6FE O[eiC G • fi
F4 REFER TO WE SITE PLAY ECDRO PLAT FOR MOST CURRENT __. y4•
NGRIZOHTAL SITE ONF"SIDNS AND LAYOUT.
\ a THE CONTRACTOR SHALL VERIFY THE LOCATION ASND ELEVATION OF E)OSTING
ununES AND TOPOORAPIGOAL FEATURES 'Mill THE CWI4ERs AND rELO-YERIFY TYPICAL SECTION PUBLIC STREET
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL WUEDIATELY NOTIFY THE ,ITS
EWCWEER OF ANY DISCREPANOES OR VARIATIONS FROM PLAN.
T00' 200' 300 • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.
`� y- °1 • POSITM DFIVNACE FROM 114E SITE MUST BE PROYDEO AT ALL RUES.
LOT Cdfd TR ELFVAT)(T! [%IRA SIRTNOn1E
FR1ER fABEYiO" `
TYPE FDO E
I sETBACFNO \S
TYPE 1 ABO WAC UESH
STEEL OR �
AND HAY BALES
+AP 99 -----Lor NtfYBER
j DRAr4 NE AARON S r1 / i riODO POST �L
+�Q I 4130 �— �'wAuwl uCwE Ea[YFlnkt -_�n�. _ �r-
I.- T (f APH.%
icA[) � :•. , r r f? 10' O k)".:MONO NRH
144 Wo SINE. k.I.UM
IASFYEIIT ROOK p4 jp —�' 6'- WITESAK T FENCE
D MfIWVT
r1.D O 9?/µua F1EA11Y DUTY OETAN. "RE SUIPORI FENOE
W�IIACE 535E dE PROPOSED PW NIgO_�,4
(!moi fRp.'+T GRAX REYATKzi i P PDIY)•tO HEIGHT V MAY
RECOULTEHNO
E /
ATTACHSECURELY
SIORACE HEIGHT
STEEL OR-- TO VPSMEhV j*"0 HEICHJ
1Y �� 76' HIGH MAX SIDE OF POST. -
MOOD POST _ RUROfF GRADEDORaD•RASfYLTIT - .-!ECYATICH TO FROYF CRAOE EEVAR04. ~LO. GRADED FOR I.O' DFFEREHCE FROM BASEVENT FLOPRI2 M�NW17EIiYAMfi TO fRO,QT GRAIN [LEVATI¢Y IhlnI SVTt VwvN `:G - -4'.6• MUCHG ACE SLORV° ODRi 10 JA' AEU'�E EIAAVLNL TLWR / 1'-2• nA O ROCK MAOICCUAACTEDF LVATYf{ AT ME BA[Y Of THE N°l PAD_ _ B'
NO+ GRADED fOR 6O' CrF[RLNCE FFNW BASEMENT FiCCR BAQClII `-FYI AIiI
EILVAn TO FRO[T GRADE IT FVAADY• WnI �Ou. ,G STANDARD METAL
GRADE SLCANG OYAN TO WJJA OUT GRADE ELEVATION 14 THE TRENCH VIT1 NATIE BACKFILL RLTTYiNA7E DEiA�
REM Of THE "Ouse. TRENCH MATH GRAVEL
� NOTE: NOTE.
I rI HOUSE PADS N'Fp1 ARE SHADED A4 SUCH, NOCATES A CUSTOM i NSPECT Ano REPAA FENCE AFTER EACH
J l� STORM EENT AND REMOVE SEOUENT IN EN
d1SMY HOUSE PAD' GR HAS NOT BES COMPLETELY GRADED 0 PREPARED N[LYS1-y-
TOU
TO C -ED HOD GRADE_ LE 1X.1k $ S 0C C.$E STTLLS FOA" CMI NOTE:
L - - LOADED HAT PAA ARE E SVOOS SVCGf4IEO OE4G/twI� ADE SHOLk
LOTS. mEO wT FRW Eli 9JCCES[FO HOUSE SME/WABET SNOJLD ROCK CONSHEIDI" O ENTRANCE CONTAIN BE ?. TO AD D A THA SHALL BE DEPOSITED
-I S - BE 1rtInFiED ME DI THE DE,ELOPER. A IA:mum L SL OF L r AND CONTAIN SE Ar, AREA -51T DILL NOT CON IRSBUTE
a C,, SELh'4gfli OFF-SITE AND CAN BE
I MAXIAUM $KK SLOPES OF 4: 1. PERUAN'ENTLY STABIU2TD.
)- O) TIE hTAABER N THE PASF MOCK ROCK NTRANRUCT{ON SILT FENCE
L-- P ,f IES 0,E CC .S R of MOCKS FY'P1G1T. LOT ENTRANCE
N(
I THAT T,K O vAce 15 [BOPPED- LSGH 1 SR.F FENCE SHAH BE PLACED ON SLOPE
3 SOC% O.T F[[f. OKri TOLMS TD UAYIUITL PONDIKO CIT,C4LTILY.
r- -
4 DENOTES. SOL RMIJO CONTROL BLANKET
•-- }fds _ ~' - 1 DENOTES SILT FENCE 6t OR i2�•' DILA. ROIL R CSO. 1685)
Er ..
DENOTES HEAVY DUTY SILT FENCE
T�n e
DR POLYESTER NEINY
C
'Tf2'
r r980— DENOTES PROPOSED CONTOURS BAGKnuEO mf GSrO fA�,ti
I Iry i TI DENOTES E)GSifiG STORM SEWER _ 4' If l;.vUO UIOSIOU CO"IROL
Y B l E_b*_-N DENOTES PROPDSED STORM SEWER f M-A•'B'ET
}4Ws. vvv--�� DENOTES EXISTPNO TREE UNE -- 4-24'
g 2 PONT
'Ca UETµ. STAKE ( 0. 5) '
DIZOWTEO APPROX-ATC TnCC 4' 24 -
_
7 fYYI Y REMOVAL uUTTS \ �py� \ - - _ A'
5 DENOTES EXISTdNO SPOT ELEVATI4,N-P6B ;T
DENOTES PROPOSED SPOT ELEVATION FILTER FABR,C \\ _
$ a+� DENOTES BID -ROLL EROSION CHECKS 1
L DENOTES EMERGENCY OYERFLON
'
ELEVATION �- - -B", 61 DA STAPLES
8 �z1 SPACED I'-0'
I # 9 CN CEHIER
DELINEATED WETLAND _ STAKES
1 AT•2? la" LONG
SPACINO.n CTJ%T TIER U I
/ NFTTMNC " FIBER ROLL.
Fef� ® NOTE:
{ WETLAND FILL AS IT I OF NNS IL KO AS LH TRENCH NCV BfOROLL BLANKET SYSTEM
5} AS IT IS MHCN u15TALL[O AS SILT FEL:[F. (T-e'PE 3 SEC. 3969)
}, MAT3MUM D15TAKCE BETNEEN POSTS IS 4'.
AN ADDITIONAL POST MAY BE ADXO TO NOTE:
E404 SIDE_ PONT ^A" MUST BE TROWEL MAN POINT "B.
Y,ETL-A,}i0 IAITICATO.'f i0 FASUM THAT WATER RO'MS 614R THE
STRAW BALE INLET CKAE ALD NOT AROUND PIE. ENDS_ DMOLL BLANKET
UIEHT F1LTER SYSTEM
— _ l SEO
1- V v p tr UFLAUD BUFFER-._nya5csr-:�7 a=;
NOT Fort CONSTRUCTION Martin arms, Os,. 0I/11/13 SIT, -6 GP 9
----POR ■ Phase 2 Preliminary Grading
9p1 ■ Lennar Corporation
.�. (Oudot F) Drainage and Erosion
enue
r.�.+v+-+Isa2++• 163ES5 36771 h, Nfim North, S44e 600 Control Plan
PiyDs°uI}y f•TNFule9otA 55446 OLsego, Mlrrexol•
0203 Westwood P,o sMon I d SeMc... sm Coll 45 Hw,s betwe Wqghg:
811 or coll8ill.com
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ON SDR E 1P.37 SANITAR2 1
Y SEKR -1
WAFER
RIE- 40-7 =92&O HYD. W/VALVE
ON rE-92 UN STORM SEMR
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STORM SE:YWR
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100" 200' 300'
NOT FOR CONSTRUCTION
Martin Farms, n er ovivi, sL-t 7 op 9
Phase 2
Q.&A "MIN Lennar Corporation
uot F Utility Plan preliminary
nwbdg ut tb$m a 16343 36WE Avenue North, Suit* OM (Oti
I
WillestleK,od llr. owun u__ 1 Fly-.,lh, Nlim6.4* SLS444 qw.:a, Lftoh
—
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tiw�l �s�W W * pl ui E A•y L�aN !Mr»aIDOeiLL
", OiAU"I M,....-- — k7'7T6
GENERAL -UTILITY NOTES:
• THE CONTRACTOR SHALL YERIFY ALL E]OSYM CONOOTONS PRIOR To CONSTRucr"i
Alto NOT•FY THE OfkCR Of ANY OFFEREHCES-
• LLNLESS OTHERMSE NOTED, ALL LIATERTALS. CONST. TECHNNAJES Aho TESTWO SHALL
CONFOR]T TO THE IS99 E0. OF THE 'STANDARD UTILITIES SPEOFICAPONS fOR WATER
"kn
AND SERNCC MXINSTALLATION AND SANITARY SEY+ER AN STORM SEVER
SNS TALLA non BY THE CITY ENp.YEERNO ASSOGT�
AON Or Yh'N..' ATiD TO THE
STHRfARD SPECIFICATION FOR HCHKAY CONSTRUCTION' L17.11. DEPT. OF TRANS..
AUOIST 31.2005 WOLLM THE GURRRIT Acoa4oUL]. THE CONNTRACTOR SHAH BE
RCOVIED TO FOLLOW ALL ME
AS OUTLIh[O BY THE LOCAL AGENCY.
• INE CONTRACTOR SH/LLL RECEIVE THE NECESSARY PERUITS FOR ALL WORK OU7S10E
OF PIC PROPERTY UMTS
• SEC ARCH. PLNt FOR EKACT BLDG. LOCATIO'd. SEE SITE PLAN FOR LAYOUT OATENSCNS.
SERVTEE EKTRY LOCATIONS TO BE COORDINATED VAIN THE ARCHITECT.
• Y£RdY VQSTMO MART LOC. A ELEV. PRIOR TO BEONK-,IG COtiSTRUCTK)U.
• RE WATER SERY�CE SHALL BE INSTALLED WITH A ULM OF 7.5 FT. OF COYER. THE
GO']TRACTGR S"dkLL YER{Y ME GTT AS-OVLT E0N5TROGIIOM PLANS TO GIECK
LOCATION AND VATERIAL TYPE.
• ALL STORM SEWR RPE SHALL BE GLASS 5 IRA -ESS OTHERM$C 110TE0.
• THE CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' FOR
FOR UTILITY LOCATIONS PRKOR TO UTILITY MSTALLAT108L
Ef[ISTIIJG PROPD�ED ��
SANITARY SEWER I SAi1TARY SEWER — 4 — SANITARY SEWER
WATER j - WATER — I — WATER I
HYO. W/VALVE 9 HYD. W/VALVE ••F IIYD. W/VALVE -
STORM SEN£R .11 STORM SEKER — N STORM SEAER - Ai
6- PERFORATED
PVC ORA,NTILE
Onto.M FDR 1 Pt'•�nd fore
FOETR Lennar Corporation
DaMMI My
1630.5 36TH Avenue tr'Oeth, Sults 604
Plymouth, ASlnn�ls b54E6
Coll 49 Hour. beforo Fgg+rg:
811 or ca1181Lcom
Common Ground A!ianca
o' 100' 2DD' Sao'
NOT FOR CONSTRUCTION
c.,anssv,F:_
Martin Farms, s OP 9
Phase 2
7 Preliminaryd
(Ouot F) [itility Plan
Ot�ga, ATinneyol•
02013 Wmt."d PIBf48S70ad1
Cdl 48 Hoa+s before dWg q:
811 or c511811.corn
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LPN STA 0400,40
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L.P: ELEYI� 941.24
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PM STA - 8+00.0050
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PA ELEY = 946,39
LP. 5TA = 30+75.00
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L.P. STA 29+89 -OS -
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PfrA 3939,56
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L.P. ELEV = 941.74:
H.P. STA -14+78:42
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k - 37.14
-
PM STA - 22+15.00
PN ELEY -= 941.35.
L.P. STA 18+74.31
PN STA = 18+65.00
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- :. _.
.._ ..._._
PN. ELEV-936.37 ..-
11
74
PNA.D.y:
10 9
8
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.r .�
.M,
�....
VP
ve%
75
'q
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�,.-.y'{(
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.. .... ..... .a
'ry
_..- .. _.. ...
' 90.00' vi-
GLP°
- nal Yu��I
1.
.a-
.-'�O{fc��e
^
PM STA 0+14.00
5
031
-
�ELCV-
...
LPN STA 0400,40
-
PN ELEV a 949.32
-
.�`P>Y{TI�
_..
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1
v' Oi.Or
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-A O,h
.r .�
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�....
VP
ve%
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- nal Yu��I
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.-'�O{fc��e
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PN ELEY 940.58. PN ELEV = 948.93 •.
'
dl
1.1
lLP. ELEV = 9J %.89
..
a
.�`P>Y{TI�
_..
��. _
r ✓S
v' Oi.Or
VIM
... -.
P A
,H
L.P: ELEYI� 941.24
'. .:...
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-
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.. :.
i
:.. --.:PLP. ELEY.=..44569HP
`
PN STA .- 26+65.00
ELEV > g43 -}g
LP. 5TA = 30+75.00
3m-7
4:,,cw
4
P.f?.,
la
�iCl
�
L.P. STA 29+89 -OS -
PN ELEV = 938.43
PfrA 3939,56
'
-
: H.P. STA d 22+25.95
....... .,..:.,.
60.00, VC
L.P. ELEV = 941.74:
H.P. STA -14+78:42
- : A.D. -- --1.$5x... ._--
LP.. ELEY.=.-936.52. ._... :... ..
L.P. STA
... €LEV
9�
d 1 2 3 4 5 6
PN STA =: 30+00.00
VC
P. £LEV - 937.53
LP. STA = 25+00.00 : K = 32.41
PM STA R 26+00,00 410.00' L7f
-
AO. = 3.50%.
k - 37.14
-
PM STA - 22+15.00
-
L.P. STA 18+74.31
PN STA = 18+65.00
.-.. --PVI ELEV = OM,38.
- :. _.
.._ ..._._
PN. ELEV-936.37 ..-
_ 130 -.VC.
74
PNA.D.y:
eJ
PM STA = 21+50,00
Pyl ELEV - 933.73
PN STA -.23+55.00
PN ELEV = 937.83
A.O. *+ 2.0079
K ,1000
.!.FAA )A ELE=
+ 0.00_
PAA EDLEV 94,144
-AO'
1.709
A _ -3 OOX
130.90' VC
..
18$X81.
PMSE , s18+80.00
."2858
-
., ... ---
.. .... ..-
PVC 21+20.00
..
1{.P; ELEY.= 931.87
K - 40.08 f
:
S
-
- : K = 31.75
AD-' = 2.29X
K = 37.5$ (
L_P, ELEV 935.47
....
.. .PVT 21+80.00
H.P.i STA - 5+65.33
...:
.-
_.
=.. 60.00• VC
-
:.
K 34.31
- ..., ..00' -.
.. ..,
_
: L.P. STA =; 11+8728
`
-
5000 VC;
PN:STA - 5950.00
ELEV - 936.93
_
90.00' Y6 ..
E-
=
4.
- 4.
PN STA- 212+ 55.0
ELEV
LEY - 9J4.33
.. ..
..
_
LP: ELEV 93723
PM: ELEV a 339
....
HC
P
A.D. -:29.89X,13
HP:..AE=51i.
a
P 7 SlE= 6+90.04,
-
AK 15.12:
...
$
..�
T
x:
-
�. .�. ;0.06' YC
AH AoV -' 475 -00 -
_
-
N A.0.=937j5120X.-.
I7
W VC - .., ..
'
i
.87X
:
..
_. D:eoX _ .._
..
_. .. __ -•_-•_
'.-.__. -..
_- '.PM A=-30+34.Do.,.
P s z
V. TA = 3 +5000
3
r'
-
_ x = 4Le7,
PVD--
ELEV 9 7, -
PA ELEV = 945.61
G+
o• _ i
tl- -
w
_.
. ;
.. ._ ''
[
... _. _-
[
...
.. ..
i
1 M
�7i
1:
:
^.
2
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n
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.I •-
19
�
-
.'
24 25
PVC - B+50.60
� PVT - 9+00.W
28 29 30
6+65.00.
PVT = 7+75.00:
..
u
_...
i
ELEV. -..93837.
CLEV 9311.102
-037.3-0_
a
14.9
?y
STA`.."
'.
1.8$
-
!.
�..
,•,PVT. .31+00.0
PN ELEY = 942.25
_
..
,
r
PMf STA' 4tIX1.00J
M LE 034.24
30 29
28
27
28
25
24
23 22
21
20 - 19 18
17 16
15
14
13 12
11 10
9
92nd Court 98 Erni 3 7 f t o d 7 +
4Q; �: ~' :gam
�-_. - ._.. _ �`.',+O1i _ `�"::°%1' •n qn - ---. _
V�. .. .. :-_. _ _. _... .... ..... LP. ELEV- 94134 ... ._..
33
-.. ..__ -:�.Up. 'STA', --9 14.00..
- :
KP, EkN - 940.71 PN STA *• 15t10.C9
50 00 19C
LP. ELEY = 440.27 ;
H.P. STA BF26.5i ;_ PN ELEY - 941.94
LP. ELEV -= 912.38 ' 7Q �• VC ...... .. ..- _..70.00' C1L` .. - ...... .. _._ - ; L.P. STA 7+20.00. .. - _- - _
..,... _. P7 STA - 8+05.60 - - A D. 5.45X .....` .
L.P.. STA _ 1+00.00 -- - ..,... 1LP, ELEV 4 9' CP: 0.EV = 936.61 [ PVI STA;= 7+20.00 36.70 .. _.. _... .... - _ _.. ._P1A-:5TA ="1941{ 56 _. ..
- 52_QO N.P. EEEY - 937.37 PN ELEV.= 940.89 k
P'A STA = 1}50,00--, _- H.P. STA - 3}4.00 70 96 P. STA = 2+44.28 L.P. $TA = 3f 52.48 - PVF ELEV = 940-20 - PM ELEY' 962.84
RY15TA - Jt7D.DD - .. A_D.--2-60; ,; _ 1:20X - 200,00• VC
FN ELEV 943.3tsPV1 'STA - 3}84.00-. _._ _.PN STA 2+15.00 .. -. -. K=:30.77_. : A.D.
PM ELEV .. 338.18 -
AO. - 2.009{ - RN ELEV = 992.72 PM ELEV = 937-56 : K = 41.67 - - -- - - "
K 50.00 A_D. _ -6.23>F 96 AA. _ -2.75X 3 A.D. = 3,10X BO's' PVC = 4#95.00 -_..$ `-1 OOX 2.1 ..
100-00• YO ..... ... If=L 5.51 - ,. K m- S!3-59 -.-. - K - 3&Y8.- - .` PVT - tf 4"00
PYC 3+49.00 FyC = 2+70.00 : 725.00' VC ELVR ;940.35
- PYT - 4, 120Q _ .. f9 PVT =_ 2+80.00 .. - ELEV 940.35
ELEV 937.19 o e _ .... _
ELEV = 851,24 ELEY a 93Zk$ r4 �i -.. - h# - ! 6(1.00• V6 .: - - - -_-__ -
........
...... ... 95 -.. ._.. '. _. _ :_ i� '$,. p n. ... .'�+ _ - . m °' _ '- - a 6O EY - 4fi1.75
4.1 v 1 ... ti , M m __. ! ... - _ t7P.P PSTA .�..15+07.17 .P _
...:, ....� .p ..:....i. . _.-. .F: _.-_ __ :. .....<?3 E. .. ._ 5 ' - I _ I J.P :E.P. ELEV740.097.78 P41 ELEV = 9Bg.95
a I i E (54.00' VC - TOO DO VC '.
1 2 _ .... H. ELEY = 980.17 _ ..:, ,LO... -2.86% L.P. ELEV; = 961 50
ci �j
b _ - "lY 4 73 - H.P. STAB 13167,73.'.. LP STA F1S#42.}7 _. PPN STA =.18+56 47
PN $TA` __ 5#10.04 _ _ - 0.6`0•X' 0.608 P STA = 13}30.00 PN STA - 16+40.00 K - 70.83 : STA =-18+60.00
PM STK O+1x100.. . - = - -- - " _ PN ELEY n 957.10 PVC .. 17468.00
- - - '-PVI E1E'�t �_ 947.39] - -'o. - ., ... PN ELEY - 95{36 PN ELEY 961.13
A -.. PN ELEV_=-'935.52- 2.0675 _. D ...PVT 4, 19+28.00
.W .r- - -L/ _ A.O. - 4B.OSX -A-='3.e8X A.D, ,: 3-765 ....
Py -STAB -0+14.00 - �- Q 1•g5X - x 10.63 K e 36.08 ELEV - 96t.39 x „
-.... -..� PVI ELEyd 940.84.. : _ .. - - P_N STA w Oi14.17D ._- _ _: . ..:. PVC - t2}55.00. PVC .. 14#70.00 - ELEY = fl67 65 PYO ='18x30.00
LPN -STA }� 01 W.00 PN FYEV - 935:13 PVI 14+05.00.... PVT ='16+10.80 - .. .PVT =119+36.00 : ... .._
P44. ElEvs= 941.43 ; ; : 35 93 ; - _ _ - - _
1 2 3 4 5 9 7 8 9 1
ELEY 856,70 : ELEY X958.50 : ELEV:- 961.63
ELEV 959.80 i ELEV �: 958.12 � ELEV:= 962.52 '
T 2 3 4 5 6 0 0 11 12 13 14 15 16 17 18 19 20
d v.
-....._ _. L. :.
OOH
_..- .. _.. ...
' 90.00' vi-
GLP°
i
Oaf
......i�.
LRELEV - 939.48' H.P'. ELEV - 949.38 - -
H P STA 4+45.9
a 5 -
LP. 5TA = f}15.00.' .:. ..... .. ....:
PVI STA w 1470.00 PVI STA .. 4}39.00
--�
PN ELEY 940.58. PN ELEV = 948.93 •.
1.757[:,. _ AD - -5.1511 '.:.. . ....:...:
K - 95.57
lLP. ELEV = 9J %.89
..
-
ELEV a 947.51
_
VIM
n' .. ELEV = 9as.o3
H.P. STA 26a67.41
-
LP, ELEV 24 -
° S
a.
`
PN STA .- 26+65.00
LP. 5TA = 30+75.00
3m-7
4
PM ELEV n - 945 63
.
PN ELEV = 938.43
PfrA 3939,56
C
-..-..
....... .,..:.,.
60.00, VC
..:. .................
90.00'
.. 1..P: ELEV:-438.6$
-
- : A.D. -- --1.$5x... ._--
LP.. ELEY.=.-936.52. ._... :... ..
L.P. STA
... €LEV
9�
d 1 2 3 4 5 6
LP. ELEV = 933.55H
VC
P. £LEV - 937.53
LP. STA = 25+00.00 : K = 32.41
PM STA R 26+00,00 410.00' L7f
- 28!59 68 :
PN STA - 28+60.00 :,
AO. = 3.50%.
k - 37.14
- L.P.-5TA-= -21+20.00
-H.P:STA =-23+70.00 _..
.-.. --PVI ELEV = OM,38.
- :. _.
.._ ..._._
PN. ELEV-936.37 ..-
_ 130 -.VC.
eJ
PM STA = 21+50,00
Pyl ELEV - 933.73
PN STA -.23+55.00
PN ELEV = 937.83
A.O. *+ 2.0079
K ,1000
-
:
_
- A_O - 1.72%
J( - 40.6
-AO'
D. - 1.40X
A.D.
K = 12-82
A _ -3 OOX
130.90' VC
..
-
-
^
-_
PVC 21+20.00
2
$
n
-
....
.. .PVT 21+80.00
PVT -= 243++0100..0000
-
n.
933.55
ELEV - 936.93
E-
4.
. ...
ELEV
LEY - 9J4.33
.. ..
- ELEY = 937.38
HC
T
x:
3
2 o0x
�._:..
.87X
..
_. D:eoX _ .._
..
_. .. __ -•_-•_
'.-.__. -..
_- '.PM A=-30+34.Do.,.
P s z
V. TA = 3 +5000
3
r'
-
ELEV 9 7, -
PA ELEV = 945.61
..
-
. ;
.. :.. .... : :.
°
P PPM STAELE
��
PN STA.a t9+00.D0
PN ELEV = 932.23
-
.
-
-
--30938.00 .
PYI STA =30+52.00
PM ELEV - 937.60
-
19
20 21
22 23
24 25
26 27
28 29 30
31 32 32
1nuWe i`siine-1160 ►Tlpty R }f lrR
WettwDDd .e ,oaa a. y,y OI/VM .Y -IT. 17716
alv,y IEI19_ Prrpxrcd Ea•n
1 t�i. Lennar Corporation
P._ 1>M 16305 36171 Avenue Noah, Sulle 600
Plymouth, Minnesota SSW
as �� rnw
P ELEY = .0.16
'. STA a Ot60.ID
1 STA = 0480.00 -
A ELEV s-936.96
A.O.=-1.215 ....
K - 33.17
4is A
A04'
o o.
m-
1
1 -a60x 3
PN 5TA = 0+1408 -'-
PM ELEV
PN STA- a. 0400.00 - - . 3
PM ELEV:- 938.95
2
NOT ICOR CONSTRUCTION
Martin Farms,
Phase 2
(Outlot F)
Ote'g.' T.Ltnn I&
cO"*333DrH31
ra,:K 0!/11/13 slave 9 or 9
Street Profiles
d v.
-....._ _. L. :.
_..- .. _.. ...
' 90.00' vi-
GLP°
LRELEV - 939.48' H.P'. ELEV - 949.38 - -
H P STA 4+45.9
a 5 -
LP. 5TA = f}15.00.' .:. ..... .. ....:
PVI STA w 1470.00 PVI STA .. 4}39.00
--�
PN ELEY 940.58. PN ELEV = 948.93 •.
1.757[:,. _ AD - -5.1511 '.:.. . ....:...:
K - 95.57
..
-
-
.. .. .... .... .. ....... :. P.VT a..4+87.51
ELEV a 947.51
VIM
n' .. ELEV = 9as.o3
55
.
a.
Pot 5TA 6+0000-
4
PM ELEV n - 945 63
-
P -4Y STA O+moo: -
937.48 ......... .....
3
- -
PN ELEV =O+OD-00
937.85 S
9�
d 1 2 3 4 5 6
alv,y IEI19_ Prrpxrcd Ea•n
1 t�i. Lennar Corporation
P._ 1>M 16305 36171 Avenue Noah, Sulle 600
Plymouth, Minnesota SSW
as �� rnw
P ELEY = .0.16
'. STA a Ot60.ID
1 STA = 0480.00 -
A ELEV s-936.96
A.O.=-1.215 ....
K - 33.17
4is A
A04'
o o.
m-
1
1 -a60x 3
PN 5TA = 0+1408 -'-
PM ELEV
PN STA- a. 0400.00 - - . 3
PM ELEV:- 938.95
2
NOT ICOR CONSTRUCTION
Martin Farms,
Phase 2
(Outlot F)
Ote'g.' T.Ltnn I&
cO"*333DrH31
ra,:K 0!/11/13 slave 9 or 9
Street Profiles
Review No. l 1�i3
ENGINEERING REVIEW
Hakanso n Residers#ial Subdivision
3 R.
Andersonfor the City of Otsego
by
Hakanson Anderson Associates, Inc.
Submitted to: Honorable Mayor and City Council
cc: Lori Johnson, Administrator
Tami Loff, City Clerk
Dan Licht, City PIanner
Andy MacArthur, City Attorney
Lem -tar Corporation
Fran Hagen, P.E., Westwood Professional Services, Inc.
Revicived by: Ronald J. Wagner, P.E. and Brent M. Larson, P.E.
Date: January 25, 2013
Proposed
Development: Martin Farms, Phase 2 (Outlot F)
Street Location A portion of the SW'/a of Section 30, T121, R23. North of 70`x'
Street NE and East of Maciver Avenue NE.
Applicant: Joe Jablonski
Developer: Lennar Corporation
16305 36t" Avenue North, Suite 600
Plymouth, Minnesota 55446
(952) 249-3014
Owners of Record: Lermar Corporation
Purpose: Martin Farms is a proposed 132 single-family residential lot
development on 49.8+ acres in the City of Otsego, Wright County,
Minnesota. The proposed development will be served with
municipal water, sanitary sewer, storm sewer, and public streets
typical of an urban setting.
Jurisdictional City of Otsego, Wright County, Minnesota Department of
Agencies: Natural Resources, Minnesota Pollution Control Agency,
(but not limited to) Minnesota Health Department
Permits Required: NPDES, Minnesota Department of Health (water), and
(but not limited to) Minnesota Pollution Control Agency (sanitary sewer)
C:\Users\brentllAppDatall_ocalVicrosoft\Windows\Temporary Internet Files\Content.Outlook\S4QFXJJ8\ot23222-RVW1.doc
TABLE OF CONTENTS
INFORMATION AVAILABLE
SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY
EXISTING CONDITIONS
TRAFFIC/ACCESS ISSUE
PRELIMINARY PLAT
PRELIMINARY SITE AND UTILITY PLAN
SANITARY SEWER SYSTEM
WATER SYSTEM
STORM SEWER SYSTEM
STREETS
DETAILS
PRELIMINARY GRADING PLAN
SURFACE WATER MANAGEMENT
WETLANDS
ENVIRONMENTAL
SUMMARY AND/OR RECOMMENDATION
C:IUserslbreniMppbataU.oval\Microsoft\Windows\Temporary Internet FileslContent.OutfooklS40FXJJ8lot23222-R\NV1.doc
INFORMATION AVAILABLE
Preliminary Plat Submittal (includes: Preliminary Plat, Preliminary Grading and Erosion
Control Plan, and Preliminary Utility Plan, and Street Profiles) of Martin Farms, Phase 2
(Outlot F), 1/11/13, by Westwood Professional Services, Inc.
Preliminary Plat of Martin Farms, 6/16/03, by Westwood Professional Services, Inc.
As -built Construction Plans for Martin Farms, 12/16/09, by Westwood Professional
Services, Inc.
As -built Grading Plans for Martin Farms, 11/4/09, by Westwood Professional Services,
Inc.
Final Stonn Water Runoff Calculations for Martin Farms, 4/20/04, by Westwood
Professional Services, Inc.
Geotechnical Report for Martin Fanns, 1/8/03, by Northern Technologies, Inc.
Environmental Assessment Workshcet, Jure 2003, by Schoell & Madson, Inc.
City of Otsego Engineering Manual, 2009 Revision
Minnesota Rules, Chapter 4410 — EAW Requirement
City of Otsego Zoning and Subdivision Ordinances, 10/14/02
National Wetland Inventory Map, 1991
C:1UserslbrentNAppdatalLocal\MicrosoRlWindows\Temporary Internet FileslContent.OutlooklS4QFXJJ81ot23222-
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SUBDIVISION CONFIGURATION LOT SIZE DENSITY
All proposed lot sizes, widths, and depths appear to meet the minimums for R-6
zoning. (20-67-6.A)
2. The setbacks and easements along the cast lot lines of Lot 5, Block 6, Lots 4 &5,
Block 7, and Lot 1, Block 8 and along the west lot line of Lot 1, Block 1 shall be
a minimum of 10'. (21-7-15.A & 20-67-6.B.2)
3. A minimum 35' side yard setback from the right of way for comer lots along local
streets is required for R-6 zoning. 30' setbacks are shown in the Development
Data tabulation. (20-67-6.B.2&4)
EXISTING CONDITIONS
Section comers and section lines shall be clearly depicted and labeled on the plan.
(21-6-2.A.2.)
2. Boundary lines to include bearings, distances, curve data, shall be clearly
indicated in the plans. (21-6-2.B.1)
Existing zoning classifications for land in and abutting the subdivision shall be
shown on the plan. (21-6-2.B.2.)
4. Location, size, and elevations of existing storm sewer and culverts, or any other
underground facility within 150 feet of the proposed plat, shall be shown on the
plan. Attached are the As -built PIatns for Martin Fanns (Phase 1) and 70tt' Street
Avenue NE from Marlowe Avenue to Martin Farms Avenue for your information.
(21-6-2.B.5.)
Adjoining unsubdivided and subdivided, within 150 feet of the plat, shall be
identified by name and ownership, include all contiguous land owned or
controlled by the applicant. (21-6-2.B.6.)
6. The normal water and 100 -yr high water elevations are needed for all
ponds/wetlands within 150' of the boundaries. Label the 100 -yr high water level
(HWL) of existing wetland between Blocks 4 and 8. (21-6-2.B.9)
7. A geotechunical report was submitted with the Martin Farms (Phase 1). (21-6-
2.B.11)
TRAFFIGACCESS ISSUE
C:1UserskbrentRlAppDatalLocal\Mtcrosoft\WindowskTemporary Internet FileslContent.OutlookkS4QFXJJ8kot23222-
RWV I.doc
1. All proposed street locations align with the existing streets. One entrance on to
70"' Street NE is proposed, All locations agree with those depicted in the Martin
Farms (Phase 1) Preliminary Plat.
PRELIMINARY PLAT
1. Some grading, silt fence, and utilities are depicted beyond the proposed plat's
boundaries. Any work beyond the platted boundaries shall require written
approval of by the owner(s) of the land impacted as well as any required
easements. All swales and utilities shall be covered by a drainage and utility
easement. Easements over stonn sewer pipe shall be a minimum 10' wide and
centered over the center of the pipe.
2. Include centerline horizontal curve data on plan.
3. The ROW shall be rounded with a 10' radius at all intersections.
4. The 72" d Court NE cul-de-sac shall have a minimum 50' radius. The transition at
all cut -de -sacs shall be made with a 60' radius.
5. Temporary cul-de-sacs shall be provided on all stub streets where snow removal
will be required. Temporary cul-de-sacs shall have a 50' radius and bituminous
curb at minimum.
6. The proposed 72"d Court NE shall be Marquette Circle NE. The portion of street
between Marquette Avenue NE and Martin Farms Avenue NE shall be 72nd
Street.
PRELIMINARY UTILITY PLAN
SANITARY SEWER SYSTEM
1. The sanitary sewer must be extended to the property line at the end of 72"d Street.
2. Please move the sanitary sewer manholes away fiom the property line at the ends
of 73rd Street and 71St Street. A pipe at minimum grade shall be stubbed to the
property line for future connections.
3. Label the size and elevations of existing storm sewer, watermain, and sanitary
sewer at near the north ends of Mackenzie Avenue, Marquette Avenue and Martin
Farms Avenue as well as the existing sanitary sewer and watermain through
Outlot B and south along Marlowe Avenue.
WATER DISTRIBUTION SYSTEM
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Location and size of the existing watennain along 70th Street shall be shown on
the plan. Attached is the plan sheet for 70th Street Avenue NE from Marlowe
Avenue to Martin Farms Avenue for your information.
STORM SEWER SYSTEM
1. The storm water runoff for a portion of Martin Farms Avenue, from 70th Street to
approximately 500' north of 701h Street, was proposed flow into the future pond
west of Lost 3-7, BIock 10. From this future pond the storm water would then
flow through a series of ponds/wetlands and storm sewer pipes before eventually
ending up in a regional storm water pond in the northeast corner of Martin Farms,
Phase 1. A significant portion of this runoff is now proposed to bypass the future
pond and flow directly to existing storm sewer pipe along the existing Martin
Farms Avenue. It must be verified that this rerouting of the storm water runoff
does not overload the existing storm sewer pipes and ponds/wetlands to the north.
2. The stoma sewer pipe along the rear yards of Block 10 will require a minimum
10' wide easement centered over the pipe.
STREETS
1, The entire trail along the eastside of Outlot B shall be constructed with this phase
of construction.
2. A geotechnical report with a recommended R -value for Martin Farms Phase 2 will
not be required if the proposed street sections are the same as Phase 1.
PRELIMINARY GRADING PLAN
The soil boring locations shall be shown on the plan. (21-6-2.B.8.)
2. A cross gutter will be required if the grade is less than 1% across any intersection.
All the streets intersecting Martin Farms Avenue appear to need cross gutters.
3. A swale was installed starting near the NE corner of the Exception lot to the storm
sewer pipe stub just north of the wetland in Outlot A to provide drainage for the
existing homes here. The final grading and/or storm sewer in this area shall
provide drainage for this swale.
4. It is unclear why Lot 10, block 3 is proposed to be a Rambler while all adjacent
lots are proposed Lookouts.
SURFACE WATER MANAGEMENT
1. Martin Farms Final Storm Water Runoff Calculations, dated 4-20-04 with
revisions dated 7-9-04 and Storm Sewer Calculations are on file. See Storm
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Sewer System comment #1 above. Hydrology and stonn sewer calculations will
be required at the time of final plat submittal,
WETLANDS
In general the proposed wetland impacts and mitigation follow the impacts and
mitigation plan laid out with Martin Farms (Phase 1). However, there is currently
some discussion regarding the impacts to the wetlands on Lot 1, Block 6 and
whether or not these wetlands are regulated by the state and federal wetland rules.
ENVIRONMENTAL
1. The buffer shall be overlaid by a conservation easement and marked by
permanent signs to prevent encroachment. Verify the declaration of restrictions
and covenants found in wetland mitigation plan, encompasses entire mitigated
wetland area. Buffer zones shall be covered if receiving wetland credits for them.
(20-16-9.E.4.d)
SUMMARY AND/OR RECOMMENDATION
We recommend approval contingent upon the above conunent being addressed,
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I'D2-05-13
CITY OF
0
ego FINDINGS & DECISION
MINNESOTA CY PRELIMINARY PLAT
APPLICANT: U.S. Home Corporation d/b/a Lennar
APPLICATION: Request for preliminary plat approval for Martin Farms Phase 2.
CITY COUNCIL MEETING: 11 February 2013
FINDINGS: Based upon review of the application and evidence received, the City Council of the
City of Otsego now makes the following findings of fact:
A. The legal description of the property is Outlot F, Martin Farms located within the City of
Otsego, County of Wright, State of Minnesota.
B. The subject site is guided by the Comprehensive Plan for low density residential uses within
the West Sewer District.
C. The subject site is zoned R-6, Medium Density Residential District.
D. The applicant has submitted application for preliminary plat approval to subdivide 49.8 acres
into 132 single family lots, two outlots and public right-of-way.
E. The Planning Report dated 31 January 2013 prepared by the City Planner, The Planning
Company LLC., is incorporated herein.
F. The Engineering Review dated 25 January 2013 prepared by the City Engineer, Hakanson
Anderson Associates, Inc. is incorporated herein.
G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 4
February 2013 to consider the application, preceded by published and mailed notice; upon
review of the application, and other evidence, the public hearing was closed and the
Planning Commission recommended by a 7-0 vote that the City Council approve the Zoning
Map amendment based on the findings outlined above.
DECISION: Based on the foregoing information and applicable ordinances, the proposed Zoning
Map amendment is hereby APPROVED, subject to the following conditions:
1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The
City shall only allocate sanitary sewer capacity to approved final plats with signed
development contracts to assure the City of timely development.
2. Street names designated on the preliminary plat shall be revised in accordance with City staff
recommendations and designated on the final plat.
1
3. All lots are subject to the following minimum requirements of the R-6 District:
4. The preliminary plat shall be revised to combine Outlot A with Lot, 1, Block 1.
5. Outlot B shall be overlaid by drainage and utility easement.
6. The developer shall construct at their cost a trail between 72nd Street and Marquette Avenue
as shown on the submitted plans at such time as Outlot B is final platted.
7. The builder shall install a minimum of two (2) trees per lot and a landscape plan for
installation of the buffer yard on Lot 9, Block 9 and Lot 1, Block 10 as required by Section 20-
16-7.D of the Zoning Ordinance shall be submitted with application for final plat approval.
8. The design and construction of all streets is subject to review and approval of the City
Engineer.
9. All grading, drainage and erosion control plans and issues are subject to review and approval
of the City Engineer.
10. All drainage and utility easements are subject to review and approval by the City Engineer.
11, All utility plans are subject to review and approval by the City Engineer.
12. Park and trail dedication requirements shall be satisfied by payment of a cash fee in lieu of
land calculated based on the number of lots multiplied by 93.7 percent of the fee in effect at
the time of final plat approval.
13. Documents incorporating Phase 2 into the Martin Farms HOA must be submitted with the
final plat application and are subject to review and approval of the City Attorney.
14. The developer shall submit application for final plat approval and execute a development
contract in accordance with the Subdivision Ordinance.
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
Lot
Area
Lot
Width
Lot
Depth
Setbacks
Front
Side
Rear
Wetland
Interior
9,000sf.
(net)
60ft.
100ft.
35fk.
7ft,
20ft.
40ft.
Corner
90ft.
30ft.
4. The preliminary plat shall be revised to combine Outlot A with Lot, 1, Block 1.
5. Outlot B shall be overlaid by drainage and utility easement.
6. The developer shall construct at their cost a trail between 72nd Street and Marquette Avenue
as shown on the submitted plans at such time as Outlot B is final platted.
7. The builder shall install a minimum of two (2) trees per lot and a landscape plan for
installation of the buffer yard on Lot 9, Block 9 and Lot 1, Block 10 as required by Section 20-
16-7.D of the Zoning Ordinance shall be submitted with application for final plat approval.
8. The design and construction of all streets is subject to review and approval of the City
Engineer.
9. All grading, drainage and erosion control plans and issues are subject to review and approval
of the City Engineer.
10. All drainage and utility easements are subject to review and approval by the City Engineer.
11, All utility plans are subject to review and approval by the City Engineer.
12. Park and trail dedication requirements shall be satisfied by payment of a cash fee in lieu of
land calculated based on the number of lots multiplied by 93.7 percent of the fee in effect at
the time of final plat approval.
13. Documents incorporating Phase 2 into the Martin Farms HOA must be submitted with the
final plat application and are subject to review and approval of the City Attorney.
14. The developer shall submit application for final plat approval and execute a development
contract in accordance with the Subdivision Ordinance.
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
ADOPTED by the City Council of the City of Otsego this I lt" day of Febuary, 2013.
CITY OF OTSEGO
By:
Jessica L. Stockamp, Mayor
Attest:
Tami Loff, City Clerk
o2GIJ Westwood Proiess'"id Ser.?ces, Mc.
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