ITEM 3.10�
TPU
The Planning Company
PLANNING REPORT
TO:
FROM:
RE:
REPORT DATE:
ACTION DATE:
TPC FILE:
BACKGROUND
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
Otsego Planning Commission
D. Daniel Licht, AICP
Otsego — Harvest Run; PUD-CUP/Preliminary Plat
28 November 2017
6 January 2018
101.02
ITEM 3-1
Capstone Homes has submitted an application for development 80 single family villa lots on
47.68 acres located east of Queens Avenue, south of 65th Street adjacent to the City's
Watertower #3. The proposed development requires consideration of applications for a Zoning
Map amendment, PUD -CUP, and preliminary plat. A public hearing to consider the applications
has been noticed for the Planning Commission meeting to be held on 4 December 2017.
Exhibits:
• Site Location Map
• House plan examples (9 pages)
• Concept Plan
• Harvest Run development plans dated 11/03/17 (18 sheets)
ANALYSIS
Zoning. The subject site is zoned A-1, Agriculture Rural Service District in accordance with the
polices of the 2012 Comprehensive Plan establishing interim land uses. The proposed
development requires consideration of a Zoning Map amendment rezoning the subject site to
R-5, Residential Single and Two -Family District, which allows single family dwellings as a
permitted use. A PUD -CUP is also being processed with the preliminary plat to allow for a
reduction of the required minimum lot width and area requirements. Consideration of the
Zoning Map amendment and PUD -CUP is to be based upon (but not limited to) the following
criteria established by the Zoning Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan,
Comment: The 2012 Otsego Comprehensive Plan includes the subject site within the East
Sewer District and guides the area for low density residential uses. The proposed
subdivision of single family lots is consistent 2012 Comprehensive Plan and responds to
housing demand for association maintained single family dwellings.
2. The proposed use's compatibility with present and future land uses of the area.
Comment: The subject site is surrounded by the following existing and/or planned land
uses shown in the table below.
Direction
Land Use Plan
Zoning Map
Existing Land Use
North
Industrial
A-1 District
Undeveloped
East
LD Residential
A-1 District
Undeveloped
South
LD Residential
R-3 District
Single family lots (rural service)
West
Industrial
1-2 District
Gateway North
The single family lots proposed for development within the subject site will provide for a
transitional land use between existing single family lots to the south, existing industrial
land uses to the west, and future industrial uses to the north.
3. The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
Comment: The proposed preliminary plat will comply with all applicable development
regulations unless specifically modified by the PUD -CUP.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Comment: The subject site is accessed via Queens Avenue. Queens Avenue is designated
by the 2012 Transportation Plan as a commercial -industrial collector street. The existing
street has been improved to three lanes from the south line of the subject site north to
CSAH 38 and is a two lane roadway with shoulders south of the subject site to CSAH 36.
Queens Avenue has adequate capacity to accommodate the traffic that will be generated
by the preliminary plat.
N
5. The proposed use can be accommodated by existing public services and facilities and will
not overburden the City's service capacity.
Comment: The subject site is located within the East Sewer District where the City
anticipates provision of services in support of urban development as guided by the Future
Land Use Plan; the proposed preliminary plat can be accommodated by existing City
services.
Access. The preliminary plat is accessed from Queens Avenue, which is designated by the 2012
Comprehensive Plan as a commercial -industrial collector street. Section 21-7-7.N of the
Subdivision Ordinance requires that access Queens Avenue be spaced at least 500 feet apart.
The preliminary plat has two accesses to Queens Avenue. Street A is a permanent cul-de-sac
street at the northwest corner of the property that is not extended based on wetlands to the
south and east and planned industrial use to the north. Street B accesses Queens Avenue on
the north side of Watertower #3 and extends through the subject site to the east plat line.
Street D is also extended to the east plat line to provide for future neighborhood connections to
the property to the east of the subject site.
Lot Requirements. The R-5 District establishes the minimum lot requirements shown in the
table below. Block 5 is subject to the lot requirements of the R -4A District as these lots abut
existing one -acre lots zoned R-3 District to the south in accordance with Section 10-66-8 of the
Zoning Ordinance. The preliminary plat includes lots with three minimum widths. There are 52
lots with a minimum width of 54 feet, 17 lots with a minimum width of 64 feet, and 11 lots with
a minimum width of 100 feet as a required transition along the south plat line.
The proposed 54 foot wide lots are less than the required 60 foot wide lot width and 28 of the
52 lots are have than the 9,000 square foot minimum lot area. These lots are to be developed
as single family villas with homeowners association property maintenance. The developer has
provided representative house plans for these lots that can be accommodated within the
proposed minimum 40 foot wide building envelope. The City has allowed flexibility from the
minimum lot width and area standards in other subdivisions (e.g. Wild Flower Meadows) where
the developer demonstrates that they have appropriate house plans. This type of lot is
especially appropriate for dwellings to be marketed as single family villas. The reduced lot
width and area of the proposed lots is also responsive to the natural conditions of the subject
site, which includes significant topography and expansive wetland areas.
3
Lot
Area
Lot
Width
Lot
Depth
Setbacks
Front
Side
Rear
Queens
Ave.
Wetland
Blocks 1-4
and 6-8
Interior
9,OOOsf.
(net)
60ft.
100ft.
25ft. house
30ft. garage
7ft.
20ft.
65ft.
40ft.
Corner
80ft.
Block 5
18,OOOsf.
100ft.
150ft.
35ft.
10ft.
20ft.
65ft.
40ft.
The proposed 54 foot wide lots are less than the required 60 foot wide lot width and 28 of the
52 lots are have than the 9,000 square foot minimum lot area. These lots are to be developed
as single family villas with homeowners association property maintenance. The developer has
provided representative house plans for these lots that can be accommodated within the
proposed minimum 40 foot wide building envelope. The City has allowed flexibility from the
minimum lot width and area standards in other subdivisions (e.g. Wild Flower Meadows) where
the developer demonstrates that they have appropriate house plans. This type of lot is
especially appropriate for dwellings to be marketed as single family villas. The reduced lot
width and area of the proposed lots is also responsive to the natural conditions of the subject
site, which includes significant topography and expansive wetland areas.
3
The minimum area for the lots within Block 1 is only 17,000 square feet, but comply with the
minimum lot width and depth requirements of the R -4A District. The transitional lot
development standards were adopted after the City had installed a trunk water main within an
easement following the expected future alignment of Street B. The location of the trunk water
main means that there is not enough depth to provide for 18,000 square feet of lot area for lots
that are 100 feet wide, upon which the transitional lot requirements are primarily based. T
intent of the transitional lot requirements is to minimize the number of urban lots abutting
each acre lot. The proposed lots within Block 5 are consistent with the intent of the
transitional lot requirements. The setback requirements for Block 5 as shown on the
preliminary plat must be revised to be consistent with those required within the R -4A District,
including 35 foot front yard setback and 10 foot side yard setbacks.
Streets. All of the proposed lots will be accessed by local public streets. The proposed local
streets are to be 28 feet wide with concrete curb and gutter within a 60 -foot -wide right-of-way.
There is one cul-de-sac street within the preliminary plat that conforms to the design
specifications of Section 21-7-6 of the Subdivision Ordinance and the Engineering Manual.
Street names will be established at the time of final plat approval in accordance with Section
21-7-7.Q of the Subdivision Ordinance and the Wright County grid system. All street designs
and construction plans are subject to review and approval by the City Engineer.
Sidewalks/Trails. A five-foot concrete sidewalk is provided on one side of all streets. A trail is
also provided between Street A and Street C through the wetland area to provide connectivity
within the neighborhood. The City does not require sidewalks on cul-de-sac streets, but the
sidewalk on Street A will allow access from the HOA trail to the existing public trail on the east
side of Queens Avenue. An easement for maintenance of the HOA trail within Outlot B is
required.
Landscaping. Section 20-19-2.B.1 of the Zoning Ordinance requires single family lots to be
provided at least two trees per lot, or 160 trees for the proposed preliminary plat. The
developer has submitted a landscape plan that illustrates 81 shade trees or evergreen trees in
the front yards along public streets requiring that an additional 80 shade trees or evergreen
trees be installed at the time of construction. The types of proposed trees are appropriate and
the sizes of trees to be planted complies with Section 20-19-2.B.3 of the Zoning Ordinance. We
recommend that the landscape plan be revised to provide for bufferyard plantings along
Queens Avenue within Outlot A, Outlot B adjacent to Lot 8, Block 2, and Lot 1, Block 3 with
Section 20-19-3.B of the Zoning Ordinance to screen both traffic and the existing industrial
uses. We also recommend that at least a single row of evergreen trees be planted along the
north line of Lots 1-5, Block 2 and Lots 13 and 14, Block 6 to establish screening from the future
industrial use that will develop to the north.
Outlot A. The preliminary plat includes Outlot A at the northeast corner of Street A and
Queens Avenue. This parcel is intended to be HOA owned and maintained.
Il
Park and Trail Dedication. The Future Parks and Trails System Plan included in the 2012
Comprehensive Plan does not identify acquisition of park land from the subject site. Park and
trail dedication requirements for the preliminary plat are to be satisfied by payment of a cash
fee in lieu of land calculated on a per lot basis at the time of final plat approval.
Easements. Drainage and utility easements are shown to be dedicated at the perimeter of all
lots and over stormwater facilities as required by Section 21-7-15.A of the Subdivision
Ordinance. All drainage and utility easements are subject to review and approval of the City
Engineer.
Grading Plan. The developer has submitted grading and drainage plans for the proposed
preliminary plat. There are wetlands shown within proposed 5-6, Block 5 and impacted
wetlands within Lots 2-3, Block 5 and Lots 17-18, Block 8. Allowance of the proposed wetland
impacts is subject to the criteria established by Section 20-16-5.F of the Zoning. The
preliminary plat has four outlots that include existing wetlands, a 20 foot wetland buffer as
required by Section 20-16-5.F.4 of the Zoning Ordinance, and proposed stormwater basins.
Outlots B, C, and D are to be deeded to the City in accordance with Section 21-7-15.D of the
Subdivision Ordinance. The preliminary plat must be revised to include an additional outlot to
include the wetland and required wetland buffer within Lots 5-6, Block 5. All grading, drainage,
erosion control issues, and wetland impacts are subject to review and approval by the City
Engineer.
Utility Plan. The developer has submitted utility plans for extension of sanitary sewer and
water utilities to serve the proposed lots. The developer will be required to pay the Sewer and
Water Availability Charges in effect at the time of final plat approval. The developer must also
pay the City for the installation of the trunk water main within the subject site, which provides
lateral benefit for connection of lots within Blocks 3, 4, 5, and 8. All utility plans are subject to
review and approval of the City Engineer.
RECOMMENDATION
The proposed Harvest Run development is consistent with the policies of the Comprehensive
Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. Our office
recommends approval of the applications subject to the conditions outlined below.
POSSIBLE ACTIONS
Decision 1— Zoning Map Amendment
A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site
from A-1 District to R-5 District based on a finding that the request is consistent with the
criteria outlined in Section 20-3-2.F of the Zoning Ordinance.
5
B. Motion to deny the application based on a finding that the request is not consistent
with the criteria outlined in Section 20-3-2.1' of the Zoning Ordinance.
C. Motion to table.
Decision 2 - PUD-CUP/Preliminary Plat
A. Motion to recommend City Council approval of a PUD-CUP/preliminary plat for Harvest
Run, 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. Lots within the preliminary plat shall be subject to the following requirements:
The landscape plan shall be revised to:
a. Provide for installation of at least one shade or evergreen tree per lot at
the time of construction.
b. Provide for a residential buffer yard as established by Section 20-19-3.B
of the Zoning Ordinance within Outlot A, Outlot B along the west line of
Lot 8, and Lot 1, Block 3.
Plant at least a single row of evergreen trees along the north line of Lots
1-5, Block 2; and Lots 13 and 14, Block 6
4. Park dedication requirements shall be satisfied as a cash fee in lieu of land paid
at the time of final plat approval in accordance with the fee schedule then in
effect.
5. All easements are subject to review and approval of the City Engineer.
6
Lot
Lot
Lot
Setbacks
Area
Width
Depth
Front
Side
Rear
Queens
Wetland
Ave.
Blocks 1,
Interior
NA
54ft.
100ft.
25ft. house
7ft.
20ft.
65ft.
40ft.
2, 6, 7 and
30ft. garage
Corner
100ft.
Lots 1-13,
Block 8
Blocks 3, 4
Interior
9,OOOsf.
60ft.
100ft.
25ft. house
7ft.
20ft.
65ft.
40ft.
and Lots
Corner
(net)
80ft.
30ft. garage
14-18,
Block 8
Block 5
17,OOOsf.
100ft.
150ft.
35ft.
10ft.
20ft.
65ft.
40ft.
The landscape plan shall be revised to:
a. Provide for installation of at least one shade or evergreen tree per lot at
the time of construction.
b. Provide for a residential buffer yard as established by Section 20-19-3.B
of the Zoning Ordinance within Outlot A, Outlot B along the west line of
Lot 8, and Lot 1, Block 3.
Plant at least a single row of evergreen trees along the north line of Lots
1-5, Block 2; and Lots 13 and 14, Block 6
4. Park dedication requirements shall be satisfied as a cash fee in lieu of land paid
at the time of final plat approval in accordance with the fee schedule then in
effect.
5. All easements are subject to review and approval of the City Engineer.
6
6. Documents establishing a homeowners association shall be submitted with
application for final plat approval and are subject to review and approval of City
staff:
a. Outlot A shall be conveyed to the homeowners association.
b. An easement establishing for maintenance of the trail within Outlot B,
and snow removal from the sidewalk abutting Outlot B, shall be assigned
to the homeowners association.
7. All grading, drainage, and erosion control issues shall be subject to review and
approval of the City Engineer; and,
a. Outlots B, C, and D shall be deeded to the City at the time of final plat
approval.
b. The preliminary plat shall be revised to include the wetland and required
wetland buffer within Lots 5-6, Block 5 within an outlot to be deeded to
the City at the time of final plat approval.
C. Proposed impacts to the existing wetland within Lots 17-18, Block 8 shall
be subject to Section 20-16-5.F of the Zoning Ordinance and subject to
approval of the City Engineer.
8. The developer shall reimburse the City $68,940 in costs incurred for prior
installation of trunk watermain at the time of final plat approval; all utility issues
shall be subject to review and approval of the City Engineer.
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 requirements
of the Zoning Ordinance, Subdivision Ordinance, and/or Engineering Manual.
C. Motion to table.
C. Adam Flaherty, City Administrator/Finance Director
Tami Loff, City Clerk
Andy MacArthur, City Attorney
Ron Wagner, City Engineer
Heather Lorch, Capstone Homes Inc.
7
Site Location
Overview
Legend
Roads
— CSAHCL
— CTYCL
— MUNICL
— PRIVATECL
— TWPCL
Highways
Interstate
State Hwy
US Hwy
City/Township Limits
❑ c
❑t
�❑ Parcels
Cly
�
.�
�
O
N
�
�
,�
O
�
W
��
�O
�
O
O
EFIFEMPTI
1113. WIN I i J.
i
t t
F.J.
t
lJJ1L; ��
tp
y.� a r�Y
I
666.
J
�
i
=
I
�YSs(4
�L`
�
�}..�
VJ
rl ;
j1
_I ,:�
__gip
� Y '
wa. .dire
c
ti
z _
tic. $t
y —
v
IN
OUTLET CONTROL STRUCTURE POND 100
GALVANIZED GRATE (SPLIT)
4'X4° OPENINGS
91fl0 �
INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE
AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS
HDPE INSERT BASKETS
SHOWN W/OUT FILTER BAGS
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS
2'x3' HDPE FRAME
- MEETS MN/DOT SPECIFICATION 3891.F
"STORM DRAIN INLET PROTECTION - FILTER BAG INSERY
- DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES
5' SIDEWALK J
4' CONCRETE ON APPROVE
WITH4" GRAVEL BASE
(SEE PLAN FOR LOCATION)
TYPICAL STREET SECTION
60' R/W — 28' B/B
OUTLET CONTROL STRUCTURE POND 200
GALVANIZED GRATE (SPOT)
4"X4" OPENINGS
919.1 0
NM_ POND
1' IAII
SLOPE 1/3' PER FT
PAVEMENT SECTION
24" RCP
8" OAFlCE
916.9
24" RCP
OUTLET CONTROLS
TRUCTUREPOND 300
I �4)
INFRASAFE - 27" DEBRIS COLLECTION DEVICE
AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES
HDPE INSERT BASKETS
SHOWN W/WT FILTER BAGS
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS
2X3 HOPE FRAME INSERT •+ EMERGENCY
OVERFLOW PORTS
- MEETS MN/DOT SPECIFICATION 3891.F
"STORM DRAIN INLET PROTECTION - FILTER BAG INSERT"
- DESIGNED FOR NEENAH R -3250-A OR R-3250-1 (MNDOT 801)
FRAME CASTING
R/W
CONCRETE CURB
.GUTTER
TC = q-.17'
1:5" -TYPE LVWE45030B BITUMINOUS WEAR COURSE
BITUMINOUS TACK COAT
2" -TYPE LVM7350308 BITUMINOUS BASE COURSE
6" CLASS 5 AGGREGATE BASE, 29' WIDTH
'18' CLASS 3 SUBGRADE, 30' WIDTH OR APPROVED EQUAL.
GALVANIZED GRATE (SPDT) TYPICAL POND SECTION
• 4°X4" OPENINGS
919.4 r
K. 48' DIA — 3-3 — —
91fl5 w
1 Q 1
LIO,0
BOTTOM
1—VARIES-
4• IXvIC£
_ 911.2
POND 300 = 916.5
FLOW
1' MIN. FLS
8° RCP
' 1g RCP
LOT BENCHING DETAIL
FILTRATION BASIN
PLANT NATIVE PLANTS TOLERANT
RIBBON OR OF INUNDATION AND DROUGHT.
DROP CURB
GRASS PRE-TREATMENT STRIP -'I
UNDISTURBED, UNCOMPACTED SOIL
EROSION CONTROL BLANKET
EROSION
CATEGORY 1)
PLANTING MEDIUM
857. HOMOGENEOUS SAND
157. ORGANIC LEAF COMPOST
F
0 0 0 .o
LOT PROFILE _ -
_STREET PROFIL�,_,"_� C. +•
DIRECTION OF FLOW (STREET) ' 0.5'
0.5'
TURF ESTABLISHMENT
TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED -AREAS AND SHALL BE
ACCORDING TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION)
EXCEPT AS MODIFIED BELOW.
TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE
MORE THAN 7 DAYS.
SEED: MnDOT MIXTURE 25-141 AT 50 POUNDS PER ACRE.
DORMANT SEED: SHALL BE APPUED AT TWICE THE NORMAL RATE AFTER
NOVEMBER 1ST.
MULCH: TYPE 1 AT 2 TONS PER ACRE (DISK ANCHORED).
FERTILIZER: TYPE 1 10-10-10 AT 200 POUNDS PER ACRE.
-—NON -WOVEN GEOTEXTILE (MnOOT TYPE 1)
1 5" WASHED STONE (IGNEOUS)
LEGEND
EXISTING
PROPOSED
PROPERTY LINE
EASEMENT UNE ------
------
CURB UNE
BITUMINOUS
CONCRETEZ• -Q
SANITARY SEWER ----->—
STORM SEWER----->�
>�
WATER MAIN-----�—
OVERHEAD UTILITY
STORM CATCH BA51N
4�3
STORM MANHOLE'
OUTLET CONTROL STRUCTURE
O
MANHOLE
HYDRANT 4P
GATE VALVE N
TELEVISION. BOX ❑
'
TELEPHONE BOX ❑
UTILITY POLE
RETAINING WALL
FENCE
10' CONTOUR — - --
2' CONTOUR — -- ---- -
FEMA FLOOD PLAIN —n•—
WETLAND LINE ----
A.O
SPOT ELEVATION -••— . --.•-
�— 00.0 x ��
E.O.F.
EMERGENCY OVERFLOW
04a x 4y0
000.:
SILT FENCE
+ • •
TREE FENCE
es e a e e ea
TREEUNEJ
SOIL BORING
TH
SILT FENCE
FILTER FABRIC (36' MAX. HEIGHT)
ANCHOR W/ METAL
I
OPENING IN FABRIC WEAVE < 212 pm
T_ POST
OR WOOD
2"X2" STAKE
DIRECTION OF FLOW
z NIL. r i
UNDISTURBED SOIL
NOTES:
PERFORATED DRAINTILE
1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE UNE.
2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH.
3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. '
4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH.
5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST.
6. SEE MNOOT SPECIFICATIONS 2573 & 3886.
TREE -FENCE
ROCK CONSTRUCTION ENTRANCE
R
11N.)
MIN.
ANCHC
T -P0_
2'X2'
FENCING
UNDISTURBED SOIL
NOTES:
1. TREE FENCING SHALL BE PLACED A MINIMUM OF 1 FOOT PER CALIPER INCH OF TREE DIAMETER
FROM TREE(S) THAT IS/ARE TO BE SAVED.
2. ANCHOR POST MAY BE SPACED UP TO 10 FEET APART.
3. SECURELY ATTACH TREE FENCE. TO ANCHOR POSTS W/ MINIMUM OF TWO ATTACHMENTS PER POST.
4. SEE MNDOT SPECIFICATION 2572.
3890 Pheasant Rtdge Drive NE, Sulte 100 I hereby certi that this Ian, s --Ration Print Name: Brian J. Krystofiak, P.E. Drawn: LOC Revisions; /
0McCaln
Cans n I Blain, MN 55449 y P P �� 1. CAPSTONE HOMES INC..environmental orreport was prepared by me or under my ' HARVEST RUN.••eng(needng Phone: (763)489-7900 direct supervision and that I amaduly Signature: 2 Designed: BJK 14015 Sunflish Lake Blvd., Suite 400 DETAILSOf
'surveying Fax: Car13 ,lson 9-7959 UcensedProfesstonalEngineerunder Ramsey, MN 55303 Otsego, MN / 17
www.carlsonmccaln.mm the laws of the State of Minnesota Date:. 11/03/17 Ucense &: 25063 Date: 11/03/17
MODULAR RETAINING WALL #4
(1680 SF)
924
MODULAR RETAINING WALL #1
.. .
MODULAR RETAINING WALL #2
924
(550 SF)
..... : .... ... ... .-.. .;
.. ... -, .......roe DF. WALL:':: .. .. .::. -..
(640 SF)
922
...
...: :.... TOP :OF: WALL: .:'. .. .. .. ,....
..... ..
�
.' ...
930
:.
:
.
930.
924
i02 DP WALL...... . _ ::
.,.
924
_ _ .:
.: .. .... .. ... ...
' ....... .. .... ......
_ ......:.:.
... .
... ... .. .. ....
928
_.....
_ '
928
922
_ ..
_.
922
. " . :'..
918
.' .. F
.....:
....
..... ...... ... .GROUND'GRADE -.... ... /...:. .... .::
.. .... .. ...®'FACE OF:WALI.:.:.: :: �: .:...: .. .. ..
.-.. ...
.....:.:.
.......
:
.......
.:.... .. :: ... ...::: .. .. ...:..
... .. :. ..... - :.:.. ..: ..... - ' ..
....
... --
... ...
926
. ......
:. ,
�:.
926
920
�`
.... .. _.
..
... .. .. N
920
.....
....
. ...
_. __._......
.. ..... .... ... ..
.... ... .......... .. _.... ... .. ....
.... .. ..... .. ...... ....
.... .. ..
..... ... .. ..
.. .
_' �:.
GROUND. GRADE:. .'. f
.
- :
o....... 20 40 ..60... ao
100_.. ..i2o -140 160 180 200
_........... _,....
220 240 260 280 30
.,.. './.::: :. ..-: �....
.. .... ®FACE OF�WAL1.'..' /::: :...'.:.;
.
924
' <' .. .
924
918
/'
918
�. : 1 5 BURY f :
..
.. ..
.. ,
N
7 5
BURY
0. 20 40 60 80 100
0 20 40 60 .80 100
12
MODULAR RETAINING WALL #4
(1680 SF)
924
.. .
924
..................
.....
..... : .... ... ... .-.. .;
.. ... -, .......roe DF. WALL:':: .. .. .::. -..
_.
.. ... ......... .
922
_ . .... ..
.
.. .....
.:
.
922
920
.. _
.......920
.. ........... ..
�.
.
-. - .
.,.
.. .�... ... ..GROUND GRADE.... ..
_ _ .:
.: .. .... .. ... ...
' ....... .. .... ......
_ ......:.:.
... .
... ... .. .. ....
. ... \.
1..... ..
..... �. .... ... .. ..
.. ..
.. .. .......... ...... ... ..... .. ...
... ... ..... .. .. ...... .... ... ......
....... .. ........ ... ....
.. .. .. ... '! :..... .. ...
918
_.
..... ... _ ......
._
. " . :'..
918
BURY
i : : : :: .:
. .. -
916
.:
..
_.. .... _....._.
......
_ ... Ill_
_
_... _ ................
. ......
916
...
....
..... .....
... ... .... ...... ....... .........
... _...
..... :".-...... ..... .. .. ........ ...
.... .. _.
..
... .. .. N
.....
....
. ...
... .. .: ... ........ .. .. ..
.... .... ..... ...... .. ... ...... ..
...... .... ......... .. ......
.. ..... .... ... ..
.... ... .......... .. _.... ... .. ....
.... .. ..... .. ...... ....
.... .. ..
..... ... .. ..
.. .
o....... 20 40 ..60... ao
100_.. ..i2o -140 160 180 200
_........... _,....
220 240 260 280 30
3890 Pheasant Ridge Drlve NE, Suite 100 I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. Drawn: LOC ievisrons: CAPSTONE HOMES, INC.. '
17
R)—Cariscm environmental elalne, PAN 55449 or report was prepared by me or under my HARVEST RUN
• •engineering Phone: (763)489-7900 diced supervision and that am adult' Signature: Designed: BJK 14015 Sunflish Lake Blvd., Suite 400 DETAILS Of
McCam I •surveying Fax: (763) 489-7959 Lensed Profe sional Engineer under Otsego, MN
www.cadsonmccain.com the laws of the State of Minnesota Date: 11/03/17 Ucense$: 25063 Date: 11/03/17 Ramsey, MN 55303= 17
---------------I--
/
�z
TOTAL BOUNDARY AREA ±47,68 AC.
TOTAL NUMBER OF LOTS 80
REAR SETBACK
100' S.F. 11
64' S.F. 17
YARD SETBACKS
RACE 7 Fr.
54' VILLAS 52
USE: 7 Fr.
i
N
RNER: 30 Fr.
,
t v
NOTES
� t
Legal Description: OUTLOT 0, GATEWAY NORTH as recorded in W69ht County, MN.
KT SETBACK
2)
No field work has been completed at this time.
3)
Subject property address — XXXXX We— Avenue NE, Otsego. NN 55374.
/
WATER
TOWER i
�\
\
5)
No Title Work has been furnished for this survey, property rs property -t to all easements u_.1—�
or record, if any.
( SCALE IN FEET )
�
Vj
i \
� I 1
t
I
'
1
i
SII
I
r /
I
1
� I
I
l
`
30' REAR SETBACK
SIDE YARD SETBACKS
GARAGE. 7 FT.
HOUI NNER: 30 FT.
4
30' FRONT SETBACK
JO' MIN, REAR SETBACK
SIDE YARD SETBACKS
GARAGE: 7 Fr.
HOUSE 7Fr.
CORNER: 30 Fr.
30' FRONT SETBACK
On
in
z
U
O• � � z � v
lnotnm
i to tD
y ZLL
oz^
�v� X
L
ui+' 00
V21-m�
DO
.r:
o v
N
Z5
v Z m 0/
W p
a
z
O
E"
N
0
0
Q
a
v
F- ul
a =�
W
0
0 O O
z
a
W
Q
U1121)
0
zv
m
N m
W Kr'
OS
Lf
O .Y z
J 37
W r T
Z
IF:
E
O E
U�
S
4
REVISIONS
1.
2.
3. 3
4. g
S.
6. 0
DRAYIN BY: Cf
ISSUE DATE: 09/18/17
MEW: 1555
I hereby ce fy that this survey, pian ar
report was prcyared by me w under my
dbed sapervlslon a that I am a duly
fkereed Land Surveyor ander the la-
ofthe Statear Mlnnesota.
Name: Thomas R. Balluff
Signature:
Date: 09/18/17 lloanse S: 40361 R
B
1 Of
1
SITE DATA
TOTAL BOUNDARY AREA ±47,68 AC.
TOTAL NUMBER OF LOTS 80
REAR SETBACK
100' S.F. 11
64' S.F. 17
YARD SETBACKS
RACE 7 Fr.
54' VILLAS 52
USE: 7 Fr.
N
RNER: 30 Fr.
NOTES
1)
Legal Description: OUTLOT 0, GATEWAY NORTH as recorded in W69ht County, MN.
KT SETBACK
2)
No field work has been completed at this time.
3)
Subject property address — XXXXX We— Avenue NE, Otsego. NN 55374.
4)
WeUonds located by Kjolhaog F-i—ental 5-1cea, Inc.. September 14, 2017.
5)
No Title Work has been furnished for this survey, property rs property -t to all easements u_.1—�
or record, if any.
( SCALE IN FEET )
On
in
z
U
O• � � z � v
lnotnm
i to tD
y ZLL
oz^
�v� X
L
ui+' 00
V21-m�
DO
.r:
o v
N
Z5
v Z m 0/
W p
a
z
O
E"
N
0
0
Q
a
v
F- ul
a =�
W
0
0 O O
z
a
W
Q
U1121)
0
zv
m
N m
W Kr'
OS
Lf
O .Y z
J 37
W r T
Z
IF:
E
O E
U�
S
4
REVISIONS
1.
2.
3. 3
4. g
S.
6. 0
DRAYIN BY: Cf
ISSUE DATE: 09/18/17
MEW: 1555
I hereby ce fy that this survey, pian ar
report was prcyared by me w under my
dbed sapervlslon a that I am a duly
fkereed Land Surveyor ander the la-
ofthe Statear Mlnnesota.
Name: Thomas R. Balluff
Signature:
Date: 09/18/17 lloanse S: 40361 R
B
1 Of
1
I
HARVEST RUN
I
II
1
/
/
— — — — — — — — — — --
1
/
I
II
II
I�
I�
II
I1
II
I
I I
OTSEGO, MINNESOTA
i
VICINITY MAP
NOT TO SCALE
SHEET INDEX
1.
COVER
2.
EXISTING CONDITIONS INDEX
3 — 5.
EXISTING CONDITIONS
6.
PRELIMINARY PLAT INDEX
7 — 9.
PRELIMINARY PLAT
10.
PRELIMINARY SITE &
UTILITY PLANS
11.
GRADING INDEX
12 — 14.
PRELIMINARY GRADING &
EROSION CONTROL PLANS
15 — 16.
DETAILS
17.
RETAINING WALL PROFILES
L1.
SITE LANDSCAPE PLAN
N
0 50 too 200
(IN FEET)
CALL BEFORE YOU DIG 1
Know what's below. I I
I DEVELOPER CONTACT:
I t ,
Call before you dig.
I I I I I I I STEVE BONA, CAPSTONE HOMES, INC.
651-271-4951
The subsurface utility information shown on rmthis 'planccIs ul0ily I I I
Cholfly Level D. This quality level w s deteined aording to
the guidelines of CI/ASCE 38-02, entitled Standard Guideline I I I
for the Collection and Depiction of Existing Subsurface Utility I
Dola.'
3890 Pheasant Ridge Drive NE, Suite 100 I hereby certify that this plan, specification Print Name: Brian 3. KrystoBak, P.E. Drarvn: LOG Revisions: CAPSTONE HOMES, INC.
(� Carlson Blaine, MN 55449 or report was prepared by me or under my 1' HARVEST RUN 1
• environmental
• •engineering Phone: (763)489-7900 direct supervisionand that Iamaduty Signature: � as 8JK 14015 Sunflish Lake Blvd., Suite 400 COVER of
McCain 'surve in Fax: (763)489-7959 Licensed Professional Engineer under Otsego, MN 17
surveying www.cadsonmccaln.com the laws of the State of Minnesota Date: 11/03/17 License #: Date: 11/03!17 Ramsey, MN 55303
�E�•� i - ' '� �,.� � ' � _ -- . _ � PARCEL OESCR/PADA'.
z t� euitdi2p� ^
VICINITY MAP
Outlot D, GATEWAY NOR Cou y Minnesota.
OWNER: 1
rg n ,
DUKE REA17Y LP I ` -_ ".
PSD: RflB-302-001010 _ 1 GENERAL NOTES.•
I
1 The field work for this survey was completed on October 3, 2017.
Surveyed property address - (Unassigned Address), Otsego, MN
3) Above ground utilities have been field located as shown. All underground
1 .,,a g amER: f za , „z� " i locations shown hereon are APPROXIMATE. Prior to any excavations or
G k?
' o ; �-- North line of,C' { D, GATEWAY NORTH' 't' `c ^. FAE JACOBS (651-454-0002). - per State One Call for an on -Sete location
1 G� digging,
contact)Go h
N89°5133 E PID: RI78 500-354200 �0 4 00
1310 1. _ - -_ , - _ 4) Surveyed property contains ±47.68 acres
.6(
--- — — —
— . — —
�sz :;
j 1 o a:nE a Utility
h - If i .' (pe the plot GATEWAY
ccaa (1 ( 9" \� NORTH, to be vacated) ``
I
1
F_- i Ay i , �6 �` \ - � � LEGEND
^ Yya f
N - wmzm � � fi � � � /� A I L -
I3 zr�r N !T j �� a �i - - ` iPc i, \ i - -tnc 0• - Denotes Wright County Cast Iron Section Monument
! Pa
� ;" � • -Denotea Found Iron Monument
Q / O -Denotes 5/8 Inch by 14 inch rebar, marked with RLS 40361
Existing Building �.� /�Q+A \ - ` ,�i i z - Denotes Light Pole
p"?
\, 9k _ // ♦� X11 lea - O - Denotes Sanitary Manhole
y e
y/ x A sao• = % i _ - - Denotes Miscellaneous Sign
o so 00 200 , i^ a ' l / WETLAND i
Television on
I B �
- eno eI e 9 ox
_ t
7
(SCALE IN FEET)urim�i� !l 1 I - s / j 5 I o , - Denotes Fire Hydrant
� { , �A \ »•/ _ V
Gate - Denotes a e aIve
I(
Dd D t
- Denotes Cleanout
o c
' .(� o / \ � 1 �---�� � 1 \ / t 7 •� s a e� 'jj O -Denotes Electric Transformer Boz
4 oe ✓'� +" �, \��� • ` �� 6�,-^ 1 \\ / \\I i' s,a ' EZ { ®a® - Denotes Catch Basin
t _
Denotes -�I• (z -.•, y1��{•ryc?�x0 - Denotes Utility f Pole
ter
j
9 . O�p�a
v Denotes Flared End Section
o 1
Drainage and Utility
�ya /- Denotes Hand Hol e
` /,-33the plat GATEWAY NORTH, ❑ n fj j
®O -Deno es Miscellaneous Manhole
e(Per to be V. -ted) Denotes Overflow Control StructureWNER:
CITY GO
18-24
�8 �2aFt4 ss -J5J000k05p_'\h 0R/n
.zo..ro�whebn�
_ --w—I N- ---_ Denotes Storm
Man
hole
PIA Denotes Service(
xo Denotes Underground El
ectricto Denotes Watemainx WETLAND
h�� Denotes Sanitary Sewer
V
ay,
>> Dnotes
Storm Sewer
-.—._
r`� -Denotes Existing Fence as noted
Denotes Delineated Wetlond b Kjolhoug Environmental Services in 2017
�W E T L A N D Denotes Concrete Surface
\\LDenotes Bituminous Surface
e-77-
l
Denotea Existing Contour
t 1 M
U
1\
WE
42
ai t s BENCHMARKS
_ _
i ^ I � f � i � -- � '-- _ l� I � / t.) MNDor csIo station 1106387:
1 iA I rainage and Utility-'_-,�. /"_ L4 - ' -- ---- / - -- ---
/ _ _ - __ , _ ---- __ _ ( NGS Name; Ogesto
a _� _- _
N ° ao x �, (Pe Easement vv .� - - -, j '�- -- -
Aluminum d with Dlsc
W
c; /�.:� toy Ro
r the plat GATEWAY ,. �\` i" I -a ------ r--�--- 3-_. -_. - -_ Elevation = 908.80 (NAND 88)
V' / I 1 I "? ,' '�` 1� j NORTH. to be Vacated) L/ :� •/� pf m f y "/ J
/ �. - - - r -_ '/" -- 2•) MNDOT GSID Station $106379:
1 I 1 0 �� 'v - NGS Name; 8608 N
rf��« '/ __ _- b _
-t 1 nZ ' �'�I, I WETLAND I i ` �r---- _-L_ "�.. TI I _ (D ainthe Utilit
Plat GATEY/AY NORTH, t i Elevation= 9788 (NAW 88)Aluminum May Rod with a
(` ✓ 1.. 1 Ili, I 1 I y 5 F ,�`. (. D ainage and Utility Easement. �. nl U t I --.�7 v,r to be Vacated
r -
J /( / aic i t / \y, I r
1
l'
1j
N 1^ / •(' I n (Pe iheplot GATEWAY NORT}ir_:_�
to�be Vacated)
1
1
t / u , wETLAND —
�1>
7 —
e � f-- � -- ---- WETLAND —- ----- ------ _j— — — — -
I.,lll/l(/ !41 �' I
Bu3any , �W i
r Qt j i -
4 B�ddu!9 N ?,
�:y tiny -
v'',.,
01 j
(Found Reber,, �-So th line of Ouil t D. GATEWAY NORTH
1307
'I
r
'94
OWNER:
LLC
\ qFo
�
I�
589°451'}3 ` ,
1',_. IA /-1 It,-;. ,^ AI ". r, 11 t I
Y Yi U ! v' G7 I t
IV
12
$69°4388 W�
v
Lf , II !
OWNER:
&. LORETTA p MOOS
WAREHIME PROPERRES
PID:R118-802 022102
V '
.., :.
', 'v i
Bu s •
FAE E JAC085'
PID: R118-802-021100'
Gtsan9
•
•
OWNER: 0 rvER•
`�
\ OWNER: 'OWNER: �, OWNER: OWNER:
I 0 ORD ,,,0
HARRY i KEVIN J. k MARK LJ ON,
OWNER:
.OWrSC
,1
t,}E R EY
• !
1 '
-.
r'
THOMAS J. INDIHIENiCZ & ,- .KEITH R ERNST
-
JENNIFER L INOffiIE)NOZ� I l
PID,Ri18 134-OOt020,
MADONALD CHMAUS
pIt.RiiB-134- I P/D•Rt18-134-0010401 P/D. R}OVERT
CHRISTENSEN KIMBERLY L PETERSON JANET M GOBLE ID:RI18-134-00108
PID:R718-13�001070I DONNA KRUEGER _ -
34 OOfO60I
DRAWN BY: KCFt
ISSUE DATE: 11/03/17
--
i -
P/D:R/18-1347001019_ j + - 1
-001030 ---
JPID:RIi 13 4-00 1080:
EXISTING CONDITIONS INDEX
{' Bu4dny i I i I
1
�t
Bilat6,g p 1�
- V!/
-
--
FLV i
I.,lll/l(/ !41 �' I
Bu3any , �W i
r Qt j i -
4 B�ddu!9 N ?,
�:y tiny -
v'',.,
•,
- -P t `z""4'/
The subsurface utility information shown on this plan is utility
�
I�
i ,
�, -
"- - y Level D Thi ual I vel was determined aaoord'ng to
he it
138-02, 'Standard Guideline
Ithe
' f
-
Id lines of CI/ASCE entitled
for Collection and Depletion of Existing Subsurface Utility
Gtsan9
_.-
%
V
■rI_(a .environmental
C� Carlson
3890 Pheasant Ridge Drive NE,
Suite 100
Blaine, MN 55449
hereby certify that this plan, specification Print Name: Thomas R. Balluff, L.S.
or report was prepared by me or under my
direct supe rvlslonendthatIamaduly Signature:_��
DRAWN BY: KCFt
ISSUE DATE: 11/03/17
ReYlslans:
CAPSTONE HOMES, INC.
14015 Sunfish Lake Blvd., Suite 400
HARVEST RUN
Otsego, Minnesota
EXISTING CONDITIONS INDEX
2
Of
•
•engineering
Phone: (763) 489-7900
Licensed Land Surveyor under
1%
McCain
'surveying
Fax: (763) 489-7959
the laws of the State of Minnesota
Date: 11/03/17 License #: 40361
FILE NO:
1555
Ramsey, MN 55303
www.ca riso nmccain.com
N Basis of Bearings: The North line of
Dullot D, GATEWAY NORTH, is O -Denotes Wright Count Section Monument O -Denotes Sanitary Manhole o -Denotes Cleanout -Denotes Flared End Section -Denotes Service — • — • — -Denotes Existing Fence as noted 4� -Denotes Existing Contour
assumed to bear North 89 degrees 9 y `�.
51 minutes 33 seconds East. a - Denotes Found Iron Monument -v- - Denotes Miscellaneous Sign 0 - Denotes Electric Transformer Box ® - Denotes Hand Hole - •• — °• - - Denotes Underground Electric L+� , - Denotes Dellnected Wetland, by KJolhoug in 2017
O - Denotes 5/8 inch by 14 inch ® - Denotes Television Box ®°f ® - Denotes Catch Basin O - Denotes Miscellaneous Manhole Denotes Watermain
0 25 50 100rebar, marked with RLS 40361 - Denotes Concrete Surface
r - Denotes Light Pole
- Denotes Fire Hydrant O - Denotes Electric Meter ® - Denotes Overflow Control Structure -->--->- - Denotes Sanitary Sewer
Da - Denotes Gate Valve -Denotes Utility Pole s0 -Denotes Storm Manhole —»— -Denotes Storm Sewer -Denotes Bituminous Surface
(SCALE IN FEET) < / //
� to I N - , /�- North sof dutlot D, GATEWAY NORTH (,fS9"51'33'E 1 PD, F JAGS \ ,' rJr Jl I I 1 \` \\ I\ RLS 21734-
1
1] 9)
/ Ii
1310,19 /
---1
/ / / `L- _ moi-}-"
1 I 106H00108 01
r i— —._ — �t _ F—, — — f.——��; -- ----_ �— /�.— J,` _
t n Oroinoge and Utility Easement j tree a�.---
(Per the Plat GATEWAY NORTH, % 1
45
v I ✓, / / I to be Vacated)
I I
fn
Drainage and Utility Easement --------
__
(Par the Plot GATEWAY NORTH.
io be Vacated)
/ /
� / I
---T—•
ronage and Utility Easement
�v �
\ ®• \�`°\ ' ;\ \ \ `' i \ (per the plat GATEWAY NORTH,
V A \ v A A A \ V \ ✓ to be Vacated)o
- — _ R_- 0.900a � 6� '-
/ 1 .,ve •tle •L. s4 a4 a4 aYe a4 1 I � >4� �/
03-1 �IV)
I'
A\
a1
;' //''__�//�/ a A I
T
1
1/ � /\l � / � / � i � \\ \ \ i t / 1 / / 11 •�,a, ,�r s� ,� � � >e. � � �9 /' � � � � / ! / / � J \ \\ / l _ 1 � !L" tt I I
/ 1 / / 1
------------- Drainage and Utility Easement -----__
1 389e1heasan[RldgeDriveNE, CAPSTONE HOMES, INC.3
Suite 100 I hereby certify that this plan, specification Pdnt Name: Thomas R. ealluff, LS. DRAWN 8Y: JAB Re°ia,on�: HARVEST RU N
e environmental Blaine, MN 55449 or report waspreparedbym. or under my EXISTING CONDITIONS
�Cql' Soil directsupervisionand hatIamaduly Signature: y� ,�%/� Issue DATE: 11/03/17 14015 Sunfish Lake Blvd., Suite 400 of
McCain I ° engineering phone: (763) 489-7900 Licensed Land surveyor under Otsego, MN
•surveying Fax: (7 3) 489-7959 the laws of the State of Minnesota. Date: II/D3/17 License S: 40361 FILE NO: 1555 Ramsey, MN 55303 �' 7
www.ca rlsonmccaln.com
it
/ //moi ' \\\ ,•• /� � � 1 � � �\ \ ��\\ \ � ``\\ � \ -.. /-'/``_� i s��� i
SEE SHEET 3 11
N Basis of Bearings: The North line of
Ou4ot D, GATEWAY NORTH, is txt/ U
assumed. to bear North 89 degrees /$ _---
_- q \ \° \ \, �, \ \ \ ___ t7(ainalge an Utility Eosemen
51 minutes 33 seconds East./' 6. \\\^`O •` �, \\\ \ \� \ tt (per the plat GATEWAY NORTH,
to be Vacated)
0 25 50
\\>,` \
(SCALE IN FEET) \ �` �Q- \\\
G�'
LEGEND \ / /'<\'\ �a o `\ \ \ \\ \\\ ��\ \ \` A,'
�\
O - Denotes Cast Iron Monument \ \ \\ r\\ `
• - Denotes Found Iron Monument ` \� / water
wer
O - Denotes 5/8 Inch by 14 Inch
rebar, marked with RLS 40361
r$ -Denotes Light Pole 42.98.
O -Denotes Sanitary Manhole) \__ �7d
v- Denotes Miscellaneous Sign / /\/ / / \ \ \ CITY OF OTSEGO—
ID:Ri1e-249-000050 i. -T
t \� \ \\ \ \ 1\ 1 >� vn .
® - Denotes Television Box / \� \' \
- Denotes Fire Hydrant
DG - Denotes Gate Valve ��� ////�� �• �\ �'aca� _ / y \ V A ( 1 1
o - Denotes Cleanout / / /rt /. �� \ \y z' `=` ._ - / 1 / 1 \ \ )A
O - Denotes Electric Transformer Box
a ®- Denotes Catch Basin
o - Denotes Electric Meter
Y Pole 1 ,� ,� I
A, n 1
Denotes Utility \
/1
- Denotes Rored End Section
Denotes Hand Hole
O - Denotes Miscellaneous Manhole I ( //
- Denotes Overflow Control Structure
ap -Denotes Storm Manhole JC /
/ v v I L. v 1
- Denotes Service ,o� /.
- - Denotes Underground Electric
—I— - Denotes Watermain
Denotes Sanitary Sewer-. / ! \ \ \ • �� / /��
—>> - Denotes Storm Sewer J 1 III I I I' 1 >o< _ _
- . — • - - Denotes Existing Fence as noted 1 r \ / _Drainage and ATE Easement-__
' I WAY NORTH,
(per the plat GATE
-
to be Vacated)
Denotes Delineated Wetland, by Kjoihaug
L-� Environmental Services in 2017 I1
-Denotes Concrete Surface I 1 (� 4 sz
t /
Denotes Bituminous Surface
Denotes Existing Contour I J : I I �� I I I �• �� ����' _ ��\ \\ \ �A V V �� '�_ _-- �- �- �i �� \\ \\\ �� \ \� ,e >e ,� ,� >n >n >a. �I �� / ,/
i
-�_ Dralnoge and Utility Easement j `I ) I / \ �-- 1\ _ _ I �- --.
1r (per the plat GATEWAY NOR1H,
I 7 to be Vacated
; �' �,I',_,1 I , , ---i-- -� - I-�- -i- ='--- '---- -- - _-
/�;��`- �— ._—.-__ =—------_--
f _ 1 � —
I /r-- ---- —
��—III n�en,,t Wean_--
'a to
I / i /1 t j / / ! _ °.semen L
l I ., rt l I 1 /9 f A v L� 0 6 g Utility
��gy}— �1 I I I. / / \ � 1 \ r A / A �•V -f,-(rel E A --- W
Np TH �iolbe vacE aY LJ
I<.'' --_IIrainaga andn Ut i{y-_ \ e ).
, I i I i / \ � Ease l� —
`) ' I I I I I / I 1 I /l / ,� / / / f/ 1 1 I (per the plot
1 I r \ W
/1/1L11/1/1LIj i 9n \ I 1 V FORTH, lob V� i d) �I \ �.\ /i .;.6J I /r \ . \ \ �,9 ' I �\ -- -- W
9 �I
All �-,., 1. �,� / .!//,���l t / / ;I '� / / � .'' /� A ��
- --
-nT �, 2Z\1�_ — / If jL; �l -- F- � — % — —/�J -1� �I __j
54 RC1 i [�.�. /'� �a I cl _ ---_
/ T / /
r / 1 I / / / J lith Ilne of Outloi D GATEWAY NORTH ' / / \ J 137.8$ .
- �- — -�- — — �` p4 <R 4s z �- I auk% �514.C{1 // / \—iFaagl+e6vr) r J -*�a owr�ER: ` SS9°43'12°W aww�tie: -
/'(� I / , �WNER: \ / ,1C,o WNEft� / / OV/NERr OWNER:
_� EY R &DONNA
\ \ WAREHIME PRN0. ER71ES LLC\
OWNER: S 9°4541 I I I' I Kp/THVREERryST \ I I �� HARRYJT CHRISTENSEN� �)/ l ijEv7N (/ & IMB24- P,RTERSO.N .IT R08ERT I & JANET M GOB f /{\�1 j / MARK'C RK- I DONALD G & MARY C SCNMAUS p\R118-134-C
\ I rr 1HOMAS J INDYKIENiCZk JENNIFER L INDYKIEwIC j P10: 118-134-001020 \ P/D; RIIg\ 734-00}030 / //IO/:"RI/I¢--fJ4-00 040 /Z PID: RiiB-t3�OQI050 PlD/:R118-1J4-001060 /r� P/D:RI18-734-001070 \
\ \ \ P`D:R118-802-0 X102 \ PlO:R118-134- 1010 I
\
\ II I
3B90 Pheasant Ridge Drive NE, CAPSTONE HOMES, INC.
l%) Carlson Suite 100 I hereby certify that this plan, specification Print Name: Thomas R. Balluff, L.S. DRAWN BY: IAB ReYlsions: HARVEST RUN 4
•environmental Blalne,MN 55449 or report was prepared by me or under my /-y� EXISTING CONDITIONS of
• •engineering phone: (763)449-7900 direct supervision and that Iamaduly Signature: ffi.� u� � ISSUE DATE: 11ID3117 14015 Sunfish Lake Blvd., Suite 400 Otsego MN
McCam I theles Land Surveyor under 17
• surveying Fax: (763) 489-79 .c the laws of the State of Minnesota. Date: Ji/03117 license k: 40361 FILEN.: 1555 Ramsey, MN 55303
www.ca risonmccain.mm
FVo Va-70UN-5-a[sapo sTe l9 ^e are&61Aa'beet)Wdc3a�s�v+eYVa65_otmnAng
OWNER:
DUKE REALTY UP
PID.. R118-302-001010
OWNER:
FAE JACOBS
R118 -50D-354200
---North line of Outlet D, GATEWAY NORTH
100 N89*51'33"E
1310.19 21-
VICINITY MAP
'1111 SCALE,
N.E.
6
14
SE
City of Otsego, Wright County, MN
Section 35, Township 121 N, Range 23 W
0 UTLO T A
0 .056p 07SANG FARCfl DESCRIP77014.
96 °` su / \ r r \
Outlot D, GATEWAY NORTH, Wright County, Minnesota
3 4 12
Z'
15 GENERAL A107TS.*
1. Wetlands were delineated by Kholhoug Environmental, Inc. in 2017.
16 2. Allof the existing drainage and utility easements, as created and dedicated over
Oudot D, n the plat of GATEWAY NORTH, are proposed to be vacated.
-1 yl�Pzll 6
8 A
7 _J j
10
6
5
17 4
2 W E T L A N D BENCHMARKS
8 L
1.) MNDOT GSID Station #106337:
8 STREET a NGS Name: Ogesto
Al
-LA__ 7 Aluminum Alloy ad with Disc
9
8
D
Elevation = 90SR80 (NAVD 88)
0 2 rt
GD
2) MN OT GSID Station JIG6379:
7 N
100 Aluminum S N .. : 8608 N
aAllay Rod with DI..
Elevation 897.68 (NAVD 88)
IP 2
Z I/ H5_ SETBACK DATA SITE DATA
54 FT. VILLA LOT
TOTAL SITE AREA 147.68 AC.
L ROW AREA 4.86 AC.
TOTAL 2_ 4 FRONT 30 FT.
2 —±24.01 AC.
- J SIDE (GARAGE) 7 FT. TOTAL OUTLOT AREA _±0.43 C
OWNER� 0 SIDE (HOUSE)- 7 FT. OUTLOT
4; 111!' 12-
,.k� +15.55 AC.
CORNER 30 FT. OUTLOT
R=4
PIO.RI% LO REAR SETBACK 30 FT.
J SIDE OUTLOT C ±6.62 AC.
OUTLOT B 5
A=05'43'3 Q 4 "v-4. - OUTLOT D 11.41 AC. t2 0 0 o-
1 64 FT. VILLA LOT TOTAL LOT AREA 18.81 AC.
'
V) a, FRONT -30 FT. SMALLEST LOT— ±7,026 S.F.
T. LARGEST LOT +23,114 S.F.
SIDE (GARAGE) 7 F
5 —±10,244 S.F.
to e SIDE (HOUSE) 7 FT. AVERAGE LOT
SIDE CORNER— 30 FT. TOTAL NUMBER OF LOTS --------------84
REAR SETBACK 30 FT. OUTLOTS 4
81 OUTLOT 0 SINGLE FAMILY LOTS 80
100 FT. VILLA LOT
5 NUMBER OF 54 FOOT LOTS 52
(W E T L A N D
WETLAND FRONT —30 FT. NUMBER OF 64 F_
Do SIDE (GARAGE) 7 FT. NUMBER OF 100 FOOT LOTS 11
GROSS DENSITY 1.68 LOTS/AC,
I 0\ 7 FT.
SIDE (HOUSE)
SIDE CORNER— 30 FT. NET DENSITY —1.87 LOTS/AC,
_ 4 v ') REAR SETBACK -30 FT. EXISTING ZONING Al
Z_
UTILITIES AVAILABLE
4
LEGEND
14 15 16 17 -Denotes Wright County Cost Iron Section Monument
7
a
: I
13 0 - Denotes Found Iron Monument, as noted
0 - Denotes 5/8 Inch by 14 Inch rebor, marked with RLS 40361
OUTLOT C
Denotes Delineated Weiland, by Kjolhoug
Y) I", -Environmental Services In 2017
u7)0 STREET B
0
Z WETLAN D
-t/ N I\ -J I � I
J / 1 '4 Basis of Bearings: The North line of
3 4 5 7 8 9 10 11 PROPOSED Outlot D, GATEWAY NORTH, Is
CY s
?3 rj assumed to bear North 89 degrees
DRAINAGE AND UTILITY 5l minutes 33 seconds East.
EASEMENTS ARE SHOWN THUS:
'BOarr7WE W D N
60 -Irl, STI. INE
514.01 'au" line of Outlet D,1 GATEWAY NORTH 1.307.88
OWNER: _T S8945'43"W S89,43'1 2'W
I II
I I I I OW OWNER: OWNER:
WAREHIME OWNER: 'ER- OWNER: OWNER:
PIT WNER: TINT I &
OPER77ES U T. CHRIS DONNA L. YKRRUEGER FAE E. JACOBS LORETTA F. MOOS
KEITH R. 0"" , ROD M. 6bBLE 1,XM..A. 0 OWNER:
THOMAS J0 INDWIEWICZ & 18-134- PID. RIIB-134 JANET PID. R118-602-021100
022102 JENNIFER L. INDYKIEMCZ PID: RI18E-R1NJ4S-T y 'Y' L. -PESOMNO;1�41710, RIIB-134-001050 PID: RIIB-134-001080
PID: R118 -802C rp,-,,..RR, =-%iN-BKE PIO.- R118-1,34-001070
PID: RtIS-134-001010 001020 1 9 25 50 100
I A
being 5 feet in width, and adjoining side lot
I lines, and 10 feet in width and adjoining right
V Vr7 I L. L_ of way lines and rear
lot lines unless otherwise (SCALE IN FEET)
shown an this plot.
3 Pheasant Ridge 6
suite 100 1 hereby certify that this plan, specification Print Th ... s R. B.11.ff, L.S. DRAWN IM CAPSTONE HOMES, INC. HARVEST RUN
Blaine,5449 or reP=5%raaaanedhayt.e or under my 3SUE DATE Revisions: of
Caring: e'v e,,,l MN 5 direct R d am a duly signewre: Q�_A' 1401S Sunfish Lake Blvd., Suite 400 PRELIMINARY PLAT INDEX
a,=n Phan 16 )489-7 1 Otsego, MN 17
:' 0 Licensed Land Surveyor under
surveying g Fax: j16' ') 4.,_,g,: 1 the laws of the state of Minnesota. Date: 11/03/17 license #: 40361 FILE NO: 1555 Ramsey, MN 55303
McCaini I 'ww9wUrIsonmccain.com I I
100
1
0°08
I`_
Q)
�j
F`_
--North line of Outlet D, GATEWAY NORTH FAEI JACOBS
N89°51�33"E � (ats znz9)
/� P10; R118-500-354200
1310.19
280.2 47.0 47.9 54.6 76.4 42.6 469.1 uli\i\y i 125.7 156.5
g,ogor&o-7 & Utility Eamnt-- Ito 101 y
OUTLOT A
±18,797 sq.ft.
5.2 a• / l I I I \ `'s / \ \ �, 13 I . y / I
I ±10,817 aq.ft. ;, I
i",
I 1. 14 a
M� 162.8 I ,aryl / ql 1 1 ^/ \\ _�_ I 1 / \ \ I I ±13,750 sq.ft. / / I
±9,306aq.ft.--/ 2 -I I $ I I 4 / / ' '�. / \ 1
±9,105 aq.ft. I 1±8,486 sq.ft 1 I ±8,588 oq.fL/ / 5 j C 12 \ \ 1
/ / J / ±10,854 sq.ft.
` 499 / / I I I / / ±12,436 sq.R. / ,o /� f ``�. (`\ \\ \ I
" R> / 1 1 ! \ 0 101
o. \� / / I i I 1 / / /♦16' / ♦ I \\ \�_ \"'37.3 C //// 15
8\\,� `\� ♦� I ��\\\v�y J? a\ ✓ /
±14,397 q,ft,594 SLZ 2-7A.2
`"(30.068.9
_J
(D' \ ♦ \ du, 139���-�1
/ If R 50. ♦ ±10,891 sq.ft.
, \ I ±10.238 q.ft.
h I 8 / l 1 1 \eO �-� '\ 137a Ia ( , I az.z I u
M. 1±7,734 sq.ft/ / - _ 89.0_ or L--.---------� ,>< vlr , __ -J I 16
I i1 I 7 / I l-\54.8 0 , �N 1 L' --- --_.--'l \ p 1 ±8.783 q.ft. I m
/±7.705 sq.ft./ 54 ,n/ �/ 1 ,`. L ------.-..----J
�i R. f 135,856 sq.ft. ..) I I� ` \ 10 \\p I \ 144 0
6 / / / - 43.2 9.6 860 / / I `r ±7,518 s .ft.
/ /±7.668 aq.R. / r--- t-� 4 / < `O
/ 5 / / � \ � \ ±10.298 sq.ft >e m ,+< ,e 1 � \ 143.4
17,310 aq.ft. I / 1 1 �'? y1a/^\ \\ / o ------ /±7A26 sq.ft. /l/l i 4 20:1 I _ 17
±12,230 q.ft. I n
/±7,764
/\�^/ ��D ,� ♦`l , X104 L Sgz 1 1 �/ `l / '?/ 9�l \�Jlq.R/.1 t ±-7,-59t _1sq.ft. ..-.---
-1IJaJ
I I I nn
n
I
4 30 -
J I±a,a2 153.12 63 q.ft.I ±10,838 q.ft. L -
L540 9,628 sq.ft. 8 180,7
±7,855 q.ft. _____
Y 06.0 STREET D n I
on
`J / L-36.0Mn
11 100 td`)J/ ,� ,� I ; �,!< \`♦ `� s f------------'-1 I 130.0 20.0
62.7 368
±
I 8,143 sq.ft.
1 ,
nl ±10.870 sq.a. Im
,fa / � 4`\ ♦ ,ec ♦ /� \.._�___�-\ 1 ♦♦\♦ / v/ 1 �T � L---_ 136.8 I
`�5 \ 6 \ 1 / 1 6 1 W 1 I---- - ----J
,r< ,� >� ,� �`\ � � >� ,1. >� >ar / (, ±8.142 aq.ft.
6° \\ ±16,649 q.ft. /> iS, `I ` l` I / y / `\ \ \ \ e f 1 ±7,957 sq.ft. iN 1
5
±8,142 sq.ft.
i , a% \\ �\�0 /� 1mry L ±7,933 sq.ft. 1
\ �f♦ �y !/ ±9,128 sq.ft. /' /� sr., ,u ,n `\\� / (� �``\�`�` /'�/ \ 4 `� \./ /��.D
\ `'''s as�°'N\ ''�''' \\ ♦♦� I\� .�' s/"\� \ ±8,142 sq.rt. \ \7 / \\ 01
� I -
<\ \\ •\\\ j °' / r �� ±,894 sq.ft. I _
r c
\� 0'0 % �r s ' ±9,319 q.ft. 1 OUTLOT B \ y I
0 \
----�;° oa±677,375 q.ft. 7.879 q.ft.
,smai 'l \ ! ,
i
� I1 ±7,8�94\ sq.ftV.\
1MK,2
v 1 A/ yi 64 ft
±8.638 q.ft, �\ )0)ISEGO 1,7\ -
I-000050 uNt1
±7,9363, sq.ft.
•o°h0� // \\ ` �� \ \\±7.e99 sq.ft.
♦ Dc. 'm � ' \ I i e / \ \ \ \\ \9 / `goo
5 > ,t� >a >� ,1,. >� >n ,� >� r' ,r< >v< o�•/ \ ,3 \ , < \ \ \ /y z a h
±8,638 q.ft. i (` I ✓ / // \\ 7`)6, s, \\ / /' 1 S\\\ % \\ \\ /`a" o��
O
,±7,933 sq.ft.
l I ,O \
/ ±10,085 sq.ft. / \ .o\\ 135 ' \\ 6 \\ \/ .i1., 633 sq.ft. ' \ \ 03 a
±8,397 eq.ft \ ^ '' < \ \•O
a N �% \ \\'� \ o o / o/^ \\ \\\\\ /' OUTLOT D
� \\\\ \ />ry?ry j' %/ \\\\\ ±7.392 q.ft \\\\ h ±61,497
\ PROPOSED LEGEND 5 \� \ \ as < \\\\� \
2 DRAINAGE AND UTILITY \ /> \� \ \
n \ ±8,054 sq.ft. \ u y \ /` \ \ 1
/ ±8,752 sq.ft. EASEMENTS ARE SHOWN THUS: o Denotes Cast Iron Monument / \\ \\ \ o/. \ \ 9
±7,344 q.ft.
// \ R � I • -Denotes Found Iron Monument, as noted
0 - Denotes 5/8 inch by 14 Inch rebar, marked with RLS 40361\>
4
Denotes Delineated Weiland, by Kjolhaug / �j / N I
Environmental Services In 2017 L ±8,054 sq.ft. \\, ^\\\.\ ±811! 10
/
3 / �\w \ 3�, - 0 _� I._5 o N Basis of Bearings: The North line of ^�� �dg / v\,j \\
±8,752 sq.ft. / / N I I I / �\ /o r '�°' / \\ \62 1
I t Outlot D, GATEWAY NORTH, Is
s \ 6, / / assumed to bear North 89 degrees
I
4 ♦'u/ � 51 minutes 33 seconds East.
m / /
0 25 50 1 ` ±8,798 s
being 5 feet in width, and adjoining side lot lines, / ±8,053 sq.ft. ft.
q• \ n/
and 10 feet in width and adjoining right of way/ ym�y°• ,
/ ±8,765 sq.ft. /' `\ lines and rear lot lines unless otherwise shown on SEE SHEET 8 136.5 /c `v/e /�\ \\\��0 />
this plot. (SCALE IN FEET) - / Q• , \\� 266.D
3890 Pheasant Ridge Drive NE, I hereby certify that this plan, specification Prtnt Name: Thomas R. Balluff, L.S. DRAWN BY: )AB Reviaiona: CAPSTONE HOMES, INC. 7
f, Carlson I Suite , MI or report was prepared by me or under my HARVEST RUN
1 • environmental 81a(ne, MN 55449 direct supervision and that am a dui 57gna urer 550E GATE: 11/03/17 PRELIMINARY PLAT Of
v f Pim 14015 Sunfish Lake Blvd. Suite 400 17
• •engineering phone: (763) 489-7900 Licensed Land Surveyor under ' Otsego, MN
McCain • surveying Fax: (763) 489-7959 the laws of the State of Minnesota. Date: 11/03/17 License S: 40361 FILE NO: 1555 Ramsey, MN 55303
www.ca dsonmccaln.com
e: if 1]f:\pasVatll-]oaaVaes-Mse9a sie (quee„save&6rrtsLczt)1rsE c3Cl efVD65�ep.tln9
I
r----- 7Cj
NO
I
I
I
�
100
1
0°08
I`_
Q)
�j
F`_
--North line of Outlet D, GATEWAY NORTH FAEI JACOBS
N89°51�33"E � (ats znz9)
/� P10; R118-500-354200
1310.19
280.2 47.0 47.9 54.6 76.4 42.6 469.1 uli\i\y i 125.7 156.5
g,ogor&o-7 & Utility Eamnt-- Ito 101 y
OUTLOT A
±18,797 sq.ft.
5.2 a• / l I I I \ `'s / \ \ �, 13 I . y / I
I ±10,817 aq.ft. ;, I
i",
I 1. 14 a
M� 162.8 I ,aryl / ql 1 1 ^/ \\ _�_ I 1 / \ \ I I ±13,750 sq.ft. / / I
±9,306aq.ft.--/ 2 -I I $ I I 4 / / ' '�. / \ 1
±9,105 aq.ft. I 1±8,486 sq.ft 1 I ±8,588 oq.fL/ / 5 j C 12 \ \ 1
/ / J / ±10,854 sq.ft.
` 499 / / I I I / / ±12,436 sq.R. / ,o /� f ``�. (`\ \\ \ I
" R> / 1 1 ! \ 0 101
o. \� / / I i I 1 / / /♦16' / ♦ I \\ \�_ \"'37.3 C //// 15
8\\,� `\� ♦� I ��\\\v�y J? a\ ✓ /
±14,397 q,ft,594 SLZ 2-7A.2
`"(30.068.9
_J
(D' \ ♦ \ du, 139���-�1
/ If R 50. ♦ ±10,891 sq.ft.
, \ I ±10.238 q.ft.
h I 8 / l 1 1 \eO �-� '\ 137a Ia ( , I az.z I u
M. 1±7,734 sq.ft/ / - _ 89.0_ or L--.---------� ,>< vlr , __ -J I 16
I i1 I 7 / I l-\54.8 0 , �N 1 L' --- --_.--'l \ p 1 ±8.783 q.ft. I m
/±7.705 sq.ft./ 54 ,n/ �/ 1 ,`. L ------.-..----J
�i R. f 135,856 sq.ft. ..) I I� ` \ 10 \\p I \ 144 0
6 / / / - 43.2 9.6 860 / / I `r ±7,518 s .ft.
/ /±7.668 aq.R. / r--- t-� 4 / < `O
/ 5 / / � \ � \ ±10.298 sq.ft >e m ,+< ,e 1 � \ 143.4
17,310 aq.ft. I / 1 1 �'? y1a/^\ \\ / o ------ /±7A26 sq.ft. /l/l i 4 20:1 I _ 17
±12,230 q.ft. I n
/±7,764
/\�^/ ��D ,� ♦`l , X104 L Sgz 1 1 �/ `l / '?/ 9�l \�Jlq.R/.1 t ±-7,-59t _1sq.ft. ..-.---
-1IJaJ
I I I nn
n
I
4 30 -
J I±a,a2 153.12 63 q.ft.I ±10,838 q.ft. L -
L540 9,628 sq.ft. 8 180,7
±7,855 q.ft. _____
Y 06.0 STREET D n I
on
`J / L-36.0Mn
11 100 td`)J/ ,� ,� I ; �,!< \`♦ `� s f------------'-1 I 130.0 20.0
62.7 368
±
I 8,143 sq.ft.
1 ,
nl ±10.870 sq.a. Im
,fa / � 4`\ ♦ ,ec ♦ /� \.._�___�-\ 1 ♦♦\♦ / v/ 1 �T � L---_ 136.8 I
`�5 \ 6 \ 1 / 1 6 1 W 1 I---- - ----J
,r< ,� >� ,� �`\ � � >� ,1. >� >ar / (, ±8.142 aq.ft.
6° \\ ±16,649 q.ft. /> iS, `I ` l` I / y / `\ \ \ \ e f 1 ±7,957 sq.ft. iN 1
5
±8,142 sq.ft.
i , a% \\ �\�0 /� 1mry L ±7,933 sq.ft. 1
\ �f♦ �y !/ ±9,128 sq.ft. /' /� sr., ,u ,n `\\� / (� �``\�`�` /'�/ \ 4 `� \./ /��.D
\ `'''s as�°'N\ ''�''' \\ ♦♦� I\� .�' s/"\� \ ±8,142 sq.rt. \ \7 / \\ 01
� I -
<\ \\ •\\\ j °' / r �� ±,894 sq.ft. I _
r c
\� 0'0 % �r s ' ±9,319 q.ft. 1 OUTLOT B \ y I
0 \
----�;° oa±677,375 q.ft. 7.879 q.ft.
,smai 'l \ ! ,
i
� I1 ±7,8�94\ sq.ftV.\
1MK,2
v 1 A/ yi 64 ft
±8.638 q.ft, �\ )0)ISEGO 1,7\ -
I-000050 uNt1
±7,9363, sq.ft.
•o°h0� // \\ ` �� \ \\±7.e99 sq.ft.
♦ Dc. 'm � ' \ I i e / \ \ \ \\ \9 / `goo
5 > ,t� >a >� ,1,. >� >n ,� >� r' ,r< >v< o�•/ \ ,3 \ , < \ \ \ /y z a h
±8,638 q.ft. i (` I ✓ / // \\ 7`)6, s, \\ / /' 1 S\\\ % \\ \\ /`a" o��
O
,±7,933 sq.ft.
l I ,O \
/ ±10,085 sq.ft. / \ .o\\ 135 ' \\ 6 \\ \/ .i1., 633 sq.ft. ' \ \ 03 a
±8,397 eq.ft \ ^ '' < \ \•O
a N �% \ \\'� \ o o / o/^ \\ \\\\\ /' OUTLOT D
� \\\\ \ />ry?ry j' %/ \\\\\ ±7.392 q.ft \\\\ h ±61,497
\ PROPOSED LEGEND 5 \� \ \ as < \\\\� \
2 DRAINAGE AND UTILITY \ /> \� \ \
n \ ±8,054 sq.ft. \ u y \ /` \ \ 1
/ ±8,752 sq.ft. EASEMENTS ARE SHOWN THUS: o Denotes Cast Iron Monument / \\ \\ \ o/. \ \ 9
±7,344 q.ft.
// \ R � I • -Denotes Found Iron Monument, as noted
0 - Denotes 5/8 inch by 14 Inch rebar, marked with RLS 40361\>
4
Denotes Delineated Weiland, by Kjolhaug / �j / N I
Environmental Services In 2017 L ±8,054 sq.ft. \\, ^\\\.\ ±811! 10
/
3 / �\w \ 3�, - 0 _� I._5 o N Basis of Bearings: The North line of ^�� �dg / v\,j \\
±8,752 sq.ft. / / N I I I / �\ /o r '�°' / \\ \62 1
I t Outlot D, GATEWAY NORTH, Is
s \ 6, / / assumed to bear North 89 degrees
I
4 ♦'u/ � 51 minutes 33 seconds East.
m / /
0 25 50 1 ` ±8,798 s
being 5 feet in width, and adjoining side lot lines, / ±8,053 sq.ft. ft.
q• \ n/
and 10 feet in width and adjoining right of way/ ym�y°• ,
/ ±8,765 sq.ft. /' `\ lines and rear lot lines unless otherwise shown on SEE SHEET 8 136.5 /c `v/e /�\ \\\��0 />
this plot. (SCALE IN FEET) - / Q• , \\� 266.D
3890 Pheasant Ridge Drive NE, I hereby certify that this plan, specification Prtnt Name: Thomas R. Balluff, L.S. DRAWN BY: )AB Reviaiona: CAPSTONE HOMES, INC. 7
f, Carlson I Suite , MI or report was prepared by me or under my HARVEST RUN
1 • environmental 81a(ne, MN 55449 direct supervision and that am a dui 57gna urer 550E GATE: 11/03/17 PRELIMINARY PLAT Of
v f Pim 14015 Sunfish Lake Blvd. Suite 400 17
• •engineering phone: (763) 489-7900 Licensed Land Surveyor under ' Otsego, MN
McCain • surveying Fax: (763) 489-7959 the laws of the State of Minnesota. Date: 11/03/17 License S: 40361 FILE NO: 1555 Ramsey, MN 55303
www.ca dsonmccaln.com
e: if 1]f:\pasVatll-]oaaVaes-Mse9a sie (quee„save&6rrtsLczt)1rsE c3Cl efVD65�ep.tln9
DRAINAGE OS DLEGEND
JTILITY / / ".5", ��/ ``\��1-,�`�`� SEE SHEET 7 ^''�_-----\ 1 •`�� — — — —
EASEMENTS ARE SHOWN THUS: o - Denotes Wright county section Monument
0- Denotes Found Iran Monument, as noted
5-1r- O - Denotes 5/8 Inch by 14 inch rebar,
marked with RLS 40361 / /\ _ \ ±16,649 q.ft.
L, - Denotes Delineated Wetland,
by Kjolhoug Environmental
5 i Services in 2017 4�.0' / / / \ �i•yir'S TSO \\ `pyo//// \\s \` ,� ,i< ,!< >� ,>< �.. I ,a.. ,Ac. ,a.. yea
I
bang5 feet in width, and adjoining side lot lines, �0! v !
j0 9 1 / / \ 'C`4(\ �S ! / 19.126 sq.it. / /
and 10 feet in width and adjoining right of way \ \
lines and rear lot lines unless otherwise shown on �� �pQ �, / ��, !`;r `?? V3i' /'
this plat.
Basis of Bearings: The North line of Outlet. D,
GATEWAY NORTH, is assumed to bear North \/ / X I@\ / '/
89 degrees 51 minutes 33 seconds East. �\ / "1 / \;L�O d PG `(' ±9,319 sq.ft. ,
OUTLOT B
N / yn' \ 6___ S\ 50 i / �'\ ±677,375 q.ft.
\
.yN Y. 30 o 4 \ T I n/ AOWN R:
,TY OF OTSEG0 ,y`�� /30 `b� ±8,638 sq.ft. / i> 1 �1 1 L- YV
PID:Ri78-249-000050 5 \ / �� \2
,\ 3i0�i>t,. `°\
-o\ / � \
0 25 50 lao c'SsR, �0 / 1 ' \
SCALE IN FEET / : 5 �� I ,4 >4 a+� a4 �c ,ac �a.. �4 ✓ ae• ,� ! / 6'19/'^\\\ �.
( ) /,6. i \\ \ \ ±8,638 q.ft.
h '/T 1 \ Ro\ p I L <\ \\\ / ±10,085 sq.ft. / l 3g. U r\ \ 6
±8,397 sq.f
64 t
2 % , v1� a4 �4 cmc a>U<c ate qac /\ ` \
/ ±8,752 sq.ft. / / n \ \ ±8,054 sq.ft.
�V
±8,054 sq.tt. \
\vv ! s ±8,752 q.ft.
(RLS 24552)r] \
±8.053 sq.ft\ > m/
too ,, \�/ /' 4
±8,765 sq. t. /' �\ \ 1 1 r 13 /o /�
±8,01q.ft. I
±9,005 sq.ft. // /�\ 1 L----_137.1 (°' O)
/ r Wco
o
6 of
t I \v/ // ±8.818 sq.ft. / /^\ �� 7 0 1 I''$ l
1 / / / \s? \. 96 __` a,1 ±11,156 sq.ft. W30 W
1
7 258.7 14
---- 138.3 ----J� NI
/ n
±9,266 sq.ft.
Nr 1 v 427.1 _�_—
00 >t< \\ 1•y4 �__ _____—___—___ _---_---_-__ 927
<C I z4 i 1 40 \\\ //' �' STREET B M
68.1 �- -� 100.0 100.0 100.0 100.0— -t t- I ---
r--------- (--------I I
Ll I I 7 /'' / 1 1 I ✓I 110 101 I I I
7 I OUTLOT C /' , I ( Incidental Wetland ^: 1 I I I 1 1
_ I 1 ±288,414 q.ft
±23,114 sq.ft. ":I I ±18,701, s 1 I ±17, 0 sq.ft. I o ±17,0 sq.ft, o I I ±17,000 sq.ft. o i ±17,0 sq.ft. 1 f 3
�: �' a.ft. 'I i 1 j of _I I _I
100 ; / j 1
- — — — — — ` / 1 I I _ _ _ Drainage & `unn ,
252 / r __ L
I
nrrr rTp r- ' \-_—__—_ J (_----------J-Droina e & Utilit Easement 10 'I '1t Easement { —J L--'
M 6vrH S, R&E I\.L. � ��+2 L----- 152.6------ g
491.4 -�. _ _�3.2 122.9 100.0 y 100.0 100.0 100.0
(RLS 24552) `- ` (aM> 514.01 (Fouad Rebar) -South line of Outiot D, GATEWAY NORTH 1307.88
$89"4543"W L. OYlNER: OWNER: $89'4'.i'12��W OWNER:
OWNER: OWNER: OWNER: OWNER: OY/NEft: JYFREY R & DONNA t KRUEGER
WAREHIME PROPERTIES LLC ( THOMAS J. INDYKIE7MCZ& dENNiFER L INOTHIEHICZ I KEITH {R. ERNST I pD RiiB-CHRI OOf030 TENSEN KEVIN J.
R1fI8� 34Y00f040 PETERSON RSP DT 178-1 E0010508LE I PID:Rt18L1,3001060 I DONALD RI 8-�YOOIO OMAUS PoD: Ri18-134-001080
PIMR118-802-022102 I PID:RI18-134-001010 I PID:1?
118-134-001020
\ yY V ! v .: I V 1,4 r7 I L. L ..
\ I I I I
3890 Pheasant Ridge Drive NE, CAPSTONE HOMES, INC. 8
C� Carlson Suite
100 I hereby Cert fy that this plan, sDecifi anon Print Name: Thomas R. Balluff, L.S. DRAWN BY: JAB Revisions: HARVEST RUN
U .environmental Blaine, MN 55449 or report was prepared by me or under my /-yl PRELIMINARY PLAT Of
• •engineering Phone: (763 489-7900 direct supervision and that I am a duly Signature: lY. -1/�� I55UEDATE: 11/03/17 14015 Sunfish Lake Blvd., Suite 400 Otsego, MN -7
McCam ) "_ned laws Land Surveyor under
• surveying Fax: (763) 489-7959 the laws of the State of tdlnnesota. Data: 11/03117 license e: 40361 FILE No: 1555 Ramsey, MN 55303
www.�risonmcwin.com
11 hgoMV061-]09DVeas- Otsego s'ta (Vureu area 63A stree[)1aa c361sm'e)' Va65�rp.Emy
aao PROPOSED SEE SHEET ED
136.0 I �! ^! #10,870 sq.ft. Im
DRAINAGE AND UTILITY
1 6
EASEMENTS ARE SHOWN THUS: o -Denotes Wright county section Monument
ti �'\\p ` \♦ ``\ /""�'" j • - Denotes Found Iron Monument, as noted 6 i I r---_-136,8 ---J
\ o ♦ ♦" 5-- O -' Denotes 5 8 Inch 6 14 inch rebar, _
\ j Y ame aoe ,oe aee / #8,142 sq.ft.
'I` marked with RLS 40361--
1 Denotes Delineated Wetlond, by Kjolheug , r_-
\\ ±16,649 sq.ft. ,S• t I I-� Environmental Services in 2017 I \- 0 --\ I Im 1
\ q. / .� t o N / v,/ \\- m /-`-`±7,957 sq.ft
Basis of
�lya x.Jps\
\ j I 1 i Bearings: The North line of
Outlot D, GATEWAY NORTH, Is
----J--assumed o bear North egreesU"i& 6
�Stmfnutes33 seconds East.t8,1sq.ft.
p•
/ 1
S>, jy \ //,/ 2 i 1♦ being 5 feet in width, and adjoining side lot µ% ` 0 25 50 100 o /,o I L- ±7,933 sq.ft. /
./ d lines, and TO feet in width and adjoining right /''� / / \ �\\ / �\\
±9,128 sq.ft. / // ` \ 't` 'le of way lines and rear lot Ines unless otherwise (SCALE IN FEET) I \` \\ \ / /--- x\6.0 /�
\ �� dJ� �;L/� i \ `♦ shown on this plat. I ��` ��", \ 4 \v
s ss� a\�' ±8,142 sq.ft. \ � 7 1V /
, �� >ae
Op ±7,894 aq.ft. I
\ ; sfm ±9,319 aq.ft. 1 0 UTLOT B
±677,375 sq.ft. ♦ _ `L�' \ \\ ±7,879 s ft \ \ \ �I' I •i / \ \ \ �� l,�
h0 Oi3`\ ,�� \ s T 1 \ n I n L\ I f i q0�
'u` I an ,rr >a ar< ,ae ae ,r< ,I,. ,a ame ,a,. v` I V \J I ` < \ \•J ( 5 \ J I 3
h�PtV p\.� / \\ A \/ \ \\\ 2 \\\\ /N �\ \\ ±7,894 aq.ft.\ \ / nin
o i 4 I T f' I A / I I o / \ \ \ \ \ /6P / - / \ \ / R 'n V) d-
ry�hyry� #8,638 sq.ft i J 1 \7 !1 I L YY /-t ; yev \\\\/37,564 sq.tt \\\\v/ \\\ O V /p I Mo
\ o I 1 \ 1 \ \\ /0� •/ \\ \ ±7,933 sq.ft.
7899 sq,ft
±, ft.
p,�` 7\� / \�+' Jr ,� are au aee ,+< ars r-` ,� 1 �•/ \ I \ < \ \ / i a
±8,638 6q.ft. v % \\ IJ6Js1 \\ /> / , \\ 7 \\ \ /� oma
\\ o ±7,933 aq.ft
/ #10,085 sq.ft. /f \ 'o\ bol ' v n \ 6 ' \ 633 sq.ft
,3979ft\
\ l a4 aee ars >k >r� ate a6e aa.. aee \ q• \ \ \
/ // /�\ � 1N \ ♦� I � / \ \\ #8�ai< 80>
O UTLOT D
±7.3922 sq.t\\\\\ 6y ±61,497 sq.ft.
38,752 6q.fti\ \ / \\/±8,054 q.ft. \9
V ±7.344 sq\.ft\.
/c, 11q0
I 7
7/ 11I
4 10
L
\ ✓ / / \ ±8,054 sq.ft \ \
\'' /' 3 /� •y0� /' �� �� % // // \\ \\ ±8,153 sq.ft.
N ' ±8,752 sq.ft.\>`/ t
00 \ /' // \'w / ±8,093 sq. t \ i \ ±a,796 sq.ft.
W / ±81765 sq,ft. / /\\ \\ vi >4 a4 s4 a4 >4 a4 n4 1 Ir - -136.5 - / h /Q• ry / \ \J\0 /',h /^?)) 266.0
W // \
\ ♦•Sgi/ j/ \s2 \ ' o! --_-` -J , n'/ \\ \\\ / hq'// \� r- 64:0 -1 r._.-67-0--1 r-67.1 -1 f --67.9_-,
W 2 \\� ' / I I I I ho tot I I I
6 / I ±B4O19 sq.ft. / 9 I I I I ( /-`h
W \ / / �\ \ I / ±7,832 s .ft.
±9,005 sq.ft. /'/'\ \\ ` L----- 137.1
IR E-
±9,005 E-+'e L--_ 130.0 /v,*
w
< ro ''/' \\°: � r-----------J W , ---__-_--J / al I o[ I Io I m I of 11♦ � of
\' j///' \\ g`♦ I -•, I of -� i 14 "�' 1 #8,640 sq.it�1 1 ±9,045 aq.ft.I� I17� I I \ 18 n
, x�^\2.
±9,069 sq.ft.613 I
±e,e,a q. t. / / \ _ _ as 1 l a, I I I I ( I 1 I
ml ±11,156 sq.ft. 1 30 30 ±11,130 sq.fl• I I ♦` I
"I I I I 1,0.101 I I
�\ 296.7 L- -----N N' L---- 134.6 ----J L--71.9 J L 64.0 J L- 67.0 J L-57.1 .J L--66.7 .J
38.3
7 / o
141
±9,266 sq.ft. // IIB �� M 1
//
\\ /'1� Z `_�'._._ _--_-_-__,._ 427.1_-_-_-___-_- 500.9
927.9
p0\ / STREET B M n M n
_�� .� / 68.1 •- -� oo.o 000 oo.o oo.o oo.o oo.o Do.o 00.0 100.8
--- �-------- -, - r---------- r-- -----� r--------`� r---------1 r---------
"/" ' ' 1 1'I-'� ♦ ho 10l , r--`---- I I I I I I I I I 1 I I
I ------
OUTLOT C Incidental Wetland-'ry^: 1 i w 1 I I 11 I I I I 11
±285,414 sq.ft.
I � �
I I I I I I I I I
I 1 ry° i 1 �I 1 2 of I 3 to i ¢ 5 6 0l i 7 0l I 8 0l I 9 0l i 10 01I J
11
I/ ±23,114 sq.ft, n l I I ±17,000 sq.ft. o f ±17,000 sq.ft, ±17,000 sq.ft. 61 1 ±17,000 sq•ft. 01 1 ±17,000 %ft. g l 1 317,000 sq.ft. cil I ±17,000 sq.ft. n l 1 ±17,000 sq,ft. n l
±18,704 sq.ft. I I ±17.000 sq.ft.a I 1 1 0 l I I I •- I f l I ' I I I I
! j 11 II
_---------T_-J1L1 �g Drainsge & Ulilit� ,\
JLJ L----------_-- --.
Eament --- - - - - -I--- - - - - -I--------9.2L-----------J L_---------_1 L Dralnoge Utility Easement 100.0 100.0 9
100.0 tOD.O 100.0 100.0 .
2 152.6 122JI
(RLS 21729)
(Found Rebar) -South line of Outtot 'O. GATEWAY NDRTR 130788
OWNER: S89`43'12°W OWNER: OWNER:
OWNER: OdYNER: OYINER: OWNER: FAE JACOB & LORETTA F. MOOS
KEITH RNER: I HARRY T. PDRifT- RI T 0SE I KEWN PID:R 8BIE3R4Y001040 5 ROBERT If& ET M COOLE I PID: RI 8 f34oR001060 DONAPID RII8 134 0010 OMAUS ( FFR PlD RI 8D 4 001080 EGFR
P/D:R118-802-021100
PID.
PID: RI18-134-001020 ( I A/ /l /{ v (n A I 1 1 t l I 1 v
yy
3890 Pheasant Ridge Drive NE, I hereby certify that this plan, specification print Name: Thomas R. BalluR, L.S. DRAWN BY: -11 ReYtslans: CAPSTONE HOMES, INC.
Suite 100 r report was prepared by me or under my HARVEST RUN
r environmental Blaine, MN 55449 of
CG! SOn directsupervisS-ey thatIamaduly Signature: yp /� IssuEOATE: 11/03/17 14015 Sunfish Lake Blvd., Suite 400 PRELIMINARY PLAT
• •engineering phone; (763) 489-7900 Licensed Land Surveyor under Otsego, M N
McCain I 'surveying Fax: (763) 489-7959 the laws of the State of Minnesota. Date: 11/03/17 License #: 40361 FILE NO: 1555 Ramsey, MN 55303 17
www.radsonmccain.com
s..e o.le. Ivowv r:vac:v661-7osovoss-o�ox.ta�a.easluro�>�uasae�,e.e,v
CONNECT TO EX
8" DIP WA STUB
OUTLOT A R 445
IE 923.41 O 3 � 4 POND 12 � I � 13 � 14 O ---- �
I = 5 AI as 30'=�i ga, 7
2 60' s 4
atl mart \__�\G
RAS S� OUTLET CONTROL �5 E 913.92 15
! { a care. saF �a�,RaTgE-f q- 6 \STRUCTURE �` ` h,
J � ft 9 55
\
6PIs 16
10
6 R 9 8 45 / 7 \
IE 917.44 / LTRATION 20'R 17
917.34 \. BASIN \ 60' cn I (TYP.)
2 5 4 3 9 RAD m I x'soE sElencx ur+E'
5 // /J� I I 4.a 1a .�. o_,ti 2 8 / STREET D
a\/\p ( 9 378 n
OUTLOT B S 11E 913.24 1 a �1 m
I IE 913.14 I £ o.
C I 1 9 7 3G 5!788 SEIaACK UNE
R 9 0 5 / WETLAND
IE 913.26 A
\ /
IE 913.16 /• y!
/� \ �,�>saa'ra `� '' •\--� \ I 10' BITUMINOUS j 6
TRAIL /- 2,'
HEADWATE
WETLAND - " HEADWALL
.------------------- / / , 2 _,
IE 912.48
7 5912.38 3I
O
3 i \ \ 4
r n owm \ \^ `\ e 1
IE 931.96 94 98+\,�:
91
IE 928.87 •\` \c 9 530 2 Jai:// IE 911.68 /20
/ IE 9288.77 •\ e•' 4 IE 911:70 y/ 5 4.
IE 9,,.60 6 ,
X, 5OUTLOT B / \ ` 2g� �j�
% 1 CONNECT T6 EX. i 6 �j j 7 O
12" DIP VAd W/ FILTRATION
WET TAP BnsIN / o : A 5 l OJ
j5 2 H i ��a R' s s / % � � 5 ' •` • IE s1o.e E � / ,
' f a IE 918.56 / 5/ / IE 910.77 SYI FILTRATION
IE 918.46/, WETLAND g I , PCO I BASIN
1 O
OUTLET CONTROL / IE 99221.15 N sh'
I e R 9 4 6 STRUCTURE URE E 2J,0. _ NE POND
1 i i a 3 IE 92,.40
4 9,\ ,IE 913.60 E 921.30 % 910.19 5 11
�\ CONNECT TO EX.
2" DIP ml W/ I 933 933 5
% \ 5 \� 12"X6" WET TAP ' 2 IE 922.87
909.69 _
y \ POND E 909.59 o CONNECT TO EX.
IE 922.77 12 y 17 r
\ ` \ 3 I \ 18 12" DIP WM w/
{ \ IE 911.77 1 4 1 5 1 6 \ 12"X6" WET TAP
I i
FILTRATION it \\ 3 \ E 917.77 I } 20'R 13 M l
i BASIN ;O - IV soE sE c uNE I ao' mart sEreacx uNE
i \ •� _`� - / _. _.-�TYP.-� .-.--.- -.-. �. -Z�ElDf]14,acs ur 06 8 ( LD VERT )
s EraAcx +E FIE FY7a cn c..'Muio____ i I
"X 9' PVC SAH
I YfE1LAND � s /' i �- • STREET B
i I I POND _ i _ __
I� e -- -'--- - -- 3V mai Ereao< ung - -- CORE DRILL AND
b 1 R 3036 93455 CONNECT 0 EX R 9 856
r= c!c CONNECT TO EX. MH
1 d n 88910.9 IE 910.14
IF
2" DIP WT.1 W E 907.94
A / WITH WATER TIGHT SEAL.
OUTLET CONTROL % IE 910.94 IE 910.04 IE 909:16 W 12"XB" 15ET TAP IE 907.84
i I ADJUST RIM TO GRADE.
STRUCTURE /, � IE 909.06E 8
///////////// I / 1 1 i 2 3 4 5= 4\ 6� 7 O 9 10 11
OUTLOT C N
OU /% 'WETLA b
\\ I I I I I I I I I
I I I I 1 I I I I
• \� ,�� I I I I I I I I I
I I I I I I I I
SINGLE FAMILY SINGLE FAMILY SINGLE FAMILY
54' VILLA LOT DETAIL 64' LOT DETAIL 100' LOT DETAIL
30' REAR SETBACK 30' MIN. REAR SETBACK 30' MIN. REAR SETBACK
SDE YARD SETBACKS. SIDE YARD SETBACKS SIDE YARD SETBACKS
GARAGE: 7 FT. GARAGE: 7 FT. GARAGE: 7 FT.
HOUSE: 7 FT. HOUSE:7 FT. HOUSE: 7 FT. -
CORNER: 30 FT. CORNER: 30 FT. CORNER: 30 FT.
40 50 60
30' FRONT SETBACK 30' FRONT SETBACK 30' FRONT SETBACK
SITE PLAN LEGEND
TYPICAL SERVICES SHALL BE:
WATER: 1" COPPER TYPE K
TYPICAL SERVICES SHALL BE:
WATER: 1' COPPER TYPE K
EXISTING
PROPOSED
LIGHT POLE
SEWER: 4" PVC SDR 26
SEWER: 4• PVO SDR 26
SANITARY MANHOLE
CURB STOP TO BE PLACED 10' BEYOND R/W
CURB STOP TO BE PLACED 10' BEYOND R/W
MISCELLANEOUS SIGN
v
EXISTING SPOT ELEVATION
,00070
EXISTING TREE
NE, Suite 100
er,an 1. Krystafiak, P.E.
TELEVISION BOX
S
FIRE HYDRANT
GATE VALVE
o4
N
CLEANOUT
•
ELECTRIC BOX
❑
GAS METER
O
PRELIMINARY SITE &
CATCH BASIN
® iv(9
IN or
RAIN GUARDIAN
Q
Date: 71/03/17
RG
ELECTRIC METER
O
UTILITY PLAN
TELEPHONE BOX
se
❑
UTILITY POLE
FLARED END SECTION
STORM MANHOLE
O�
SERVICE
SOIL BORING/TEST HOLE
0
RETAINING WALL
WATERMAIN
SANITARY SEWER
STORM SEWER
'PROPERTY LINE
- -
SETBACK LINE
-----
--- ----
- CURB
---------
__ .WETLAND
WETLAND
DITCH
UNDERGROUND TELEPHONE
• •- -
UNDERGROUND ELECTRIC
• - •- --
UNDERGROUND GAS
-
UNDERGROUND FIBEROPTIC�-
FENCE
•-' '
OVERHEAD ELECTRIC
------- -
CONCRETE SURFACE
[•• �)
.'�'. "
BITUMINOUS SURFACE
N
0 50 100 - 200
(IN FEET)
The subsurface utility infarmation shown an this plan is utnity
Duality Level D. This quality level was determined according to
TYPICAL SERVICES SHALL BE:
WATER: 1" COPPER TYPE K
TYPICAL SERVICES SHALL BE:
WATER: 1' COPPER TYPE K
TYPICAL SERVICES SHALL BE: '
WATER: I.COPPER TYPE K
the guidelines of CI/ASCE 38-02, entitled 'Standard Guideline
SEWER: a PVC SDR 26
SEWER: 4" PVC SDR 26
SEWER: 4• PVO SDR 26
for the Collection and Depiction of Existing Subsurface Utility
CURB STOP TO BE PLACED 10' BEYOND R/W
CURB STOP TO BE PLACED 10' BEYOND R/W
CURB STOP TO BE PLACED 10' BEYOND R/W
Data.
Drive
NE, Suite 100
er,an 1. Krystafiak, P.E.
Drawn: ADB
ie"a'O�s'
CAPSTONE HOMES, INC.
10
(�CarISOn
•environmen[al
3890 Pheasant Ridge
Blaine, NN 55449
Phone: (763)489.7900
I hereby certify that this plan, spedflcaUon Print Name:
or epo[wa�preparedbymeorundermy
direct supervision and that T am a duly Signature: �6' /L i�.
Designed: BTK
14015 Sunflish Lake Blvd., Suite 400
HARVEST RUN
PRELIMINARY SITE &
Of
•
McCain
•engineering
( surveying
Fax: (763)489-7959
www.carlsonmccaln.com
thelawsofte Engineer T T
the laws of the State of Minnesota Date: 11/03)17 License k: 25063
Date: 71/03/17
Ramsey, MN 55303
Otsego, MN
UTILITY PLAN
1%
]] hV�Vabi->aeoVa6s-ots -(W. ave 96-atr m1ii U0len1.1,prti1- P -1O61-119
l i
1
I A
I -' ,
LEGEND
! r
r
EXISTING PROPOSED
PROPERTYUNE --
EASEMENT UNE - — --
I '
. r �
-B UMINOUS
N
NITARYSEV4ER
CRET
5A
STORM SEVER
r
-
`
WATER MAIN
=1 I I I _ - - - PRorecnon
I ^ _ - ; I `' � � - OVERHEAD UTILITY
---
• � 1 ! I �
STORM C
ATCH BASIN
\STORM 1ANHOE
GOR
jO
pGUTLET CONEaANHLEET,
Re7Aoe nLLs
l I R[rarrwo 1 w
HYD9ANT �r
-Y Y
I , III III _ - GATE VALVE
I i; I'I II I -\E f _ _ - _ ----- - �' ` : FyY-/ •:r• sB _ ELEVISIav Box n'
,'I I I, - 1. i I1 I I I1 ' ~/ °--„1i y;.� rwr'mrwc-c �`- �,�1S - :. P - r�.I. ' _ O0u lr I` ° svo � "a ✓S z i=a S:'Om G II ;eI
r sco `c; �0 ,'to6 - ���_•,,`• m•if::iys - �..:„:: �``�\ (I , 50G\ \
UTILITY. -POLE
REYNG
.FENCE�10' ,`CONTOUR —_
lcgvTouR!E
--•-_-
I
FEPAA' FL�OQ PLAIN ,
_-\—
G
I /' /, /� /r I •a oo � \, � °° p SPOT; ELEVATION
�� 11 /%P l / r r OI _ rr- i E.G.F.
'EMERGENCY OVERFED, 000.0
I l 16' r.. v s c vat --SILT: FENCE ............
: I / ,, .- / / i, � � 1115\` o (4y0 ze )- 1 115 � ° 1f -m I I I `v eI S 'p+ � 16yr - � .' TREE FENCE_-- ................
SHEET 1 1 RCTN£RGWA < eeee°aoaaAoa
1 ` ' � ~ ' '� \ � � I I O j IV GRADING LIMITS _
1 ' I
/.- / / 4! 14 J c ez€ ',° +;� .' :., ,rAAro ao '(PHASE'2 GRADING) YR a14.1
`/) f'>i No I STR T D TREELINEirm'rrrr\
I ='
SOIL BORING
TH
1 I7�
r
Q j
a � I
g
-
- ❑ smut on :&= * a\ ..i ufis sr 4 _ $ o
-,i. / :� -/ r/ r�lwlwaa. \�.• too m)rm �9f6.e
/ X yv WETLANDIPOND BUFFER SUMMARY
REQUIRED BUFFERS
AREA
WETLAND BUFFER.
2.75 AC.
20' AVE. (10',M[N, 30MAX) -
,
l: / 1 - \ \milNla 9VfTFR -
RETAwwa WALL 3
fi
BUFFERS PROVIDED
AREA
'l 1 i l id / .!! 1 / '; \ \ is '�,r122- 0 1\ i •,lit �p J� ' SDG, E :.:�J f :.%1�'`I I WETLAND BUFFERi 0 2.77 AC.
va"',"°°:_fwr.,r,r�
•. i_- .
I I II III' / ' PP x f a •• : b �p 4'v. oG y k > WETLAND FILL SUMMARY
.AREA
l ° ,
}•.. Ir, I i I , I V I I I , \I`. �.,,'. _ � N ,\;. � .a .,•v �• -.-.� � >f4 � _ t7� :1 - o AYDVAGE � �� WETLAND FILL: 1 1 6681 SOFT. (0.15 ACJ
.k I , t<i (i I j 1 I' 4 " \' ` ' \ :� \ �O 4`� ^g ��, I• : _ 3 J ' / I`� - 5p `` �6•-i zs6z sr NOTE: LIEU
REPLACEMENT CREDITS TO BE PURCHASED
IN
IN LIEU OF ONSITE REPLACEMENT.
I I� 1 .� :II!I,II Ii it ;: `.\ \`• \ /�O� �� ,� � �':3 o°i r- ” 174i 17 i 77 � 1'/t}� 1179x. 1180` ss.mL I s\ I� 1.
N
' \I II !-�_1 `P,Q� �� i A IIww'av`>`aw.a.r t--1 .� i26' e-F�Ey'-� >,$ R "'•sL60 sr �• U40 SR ;, h i.. ''RI I., y! 1, i R/R R/o / I
' I -'�I I r ' � 11 � I S i � • . \ecNJlo r¢.L I
�,' 1 I � I I /I I •� �J �' s - \ �' � - -= I
e�
O
3
J_
' i � � 'I I ! r 1 1 I C I � ®„ cam-, - <�4 8 �'. � � •'i='_ �_ :��--+ -+w- +- �- w -_--v3 �atao � � a=---� �° -+tom---- � -±ti ;> e - � _- -'- _ -
II
' III; �I li I I��� I i,' � `: �' � �v�•: � . ':�";>'"• -- ` I _M4.
/ , ...
kW_ -�LL8TpII1iItI''l
' II1III II 'I II I Ir I+IIIIx 'iI.I;I,.II.';., _..- ILI I! /.:�lI/I �''„_I-f 'f,l;/ /' 'i/:i'/is,iz✓I,!tr;Ji'r.,i' i ;ir"rI� /''I ./ '' / 1'. :' .I o�a ;, _3 ,';_:-." . ''iI1I' 7.�•_: ?•:'?•''J_`l'sJ: nm16.I\�1.L,9wy.u1.on+.fo-S.-xr.r.x�-e. ma urnr�t' x.o�•wu`•nf.Fv>! �' :-�•.rF•: :f? '. :_ :-tf _ ir` , t T` 1 '!.-. l r„l._rc�r,, I:- x ��� \ .Ote�RaC-?2 r, iII�f1h°.n7. —v 13- I -_,/- q� • �ILi� _�'v:1n,- _, j•.I _ fR..6-
1, ••-- %�iI LIIIII l _o1_1.32'\2Irr1 r1. . --vT—..o O ,-�.,+-j' _ t_-
_ '1PI �\'1I -;_'•4_�_r-co_an_`c'ro1xv6-t3•i�4_:-Y„Rl:v�” r.__ j{iI=I �i`tII.'J .._-_ LOv ._ ,.-IIIII rrtIIIla. 1�L>3-O- °6 x - '--s , 1:=
'..\ R.�.
R `•`
III1I_ 11; Il!i l-1
1FEET)
nvnaro zo ,37 I190W9150 )35 139,
CALL BEFORE YOU DIQ A.
129
I'.
AP,"
owa u)
200
� I
I
1W I M(m
Knowwhz16belo
--.SHEET 13',
i II
1
II
Callbefof2Youdld• ,
�
-- A 1-
I .
The sabearreae afinty 'nfermotion shown on this plan Is utility
Duality Level D. This quality level was determined according to
I "Standard Guideline
I I
the guidelines of CI/ASCE 36 D2 entitled
For the Collection and Depiction of Existing Subsurface Utility
I _ 1111 t � II / � I -' - x11 � I - I 1 f•', � I - J
Data.•-
(V" •environmental Blaine, MN 55449 or report was prepared by me or under my ' ,�
�� /������ 3890 Pheasant Ridge Drive NE, Suite 100 I hereby certify that this pian, specification Print Name: Brian 7. Krystofiak, P.E. Drawn: LOC
• •engineering Phone: (763)489-7900 direct supervision and that Iamaduly . Signature: - /� Designed: D7K
su veying ( > Date: a/03/17 License A: 25063 Date: a/03/17
McCain Fax: 763 489-7959 Licensed Professional Engineer under
www.carisonmccain,mm the laws of the State of Minnesota
Rev1stons
t.
CAPSTONE HOMES INC.
14015 Sunflish Lake Blvd., Suite 400
Ramsey, MN 55303
HARVEST RUN
Otsego, MN
INDEX
11
of
j 7
1 hp.'�'4 SE
Cf)
--j
T"
�A
. --N
:- \ / yWW�/ l I '... � / T I \ • •., .._ ,.9yq\ GO i . i _ N t _ �' 3n.r- '. \
?4,
411
v j
X,
-----------
Q)
T-
---------- pv1• N
40
•
924
qV%
"o
Ak 9
y
Rp,
%
0'
2
... ...... "
an % %
Uft
, �GW I
4? V
o 25 50 Too
0
IN FEET)
Ir
Ok
G
IN
\N
920
QP
A
V
VX
o Pheasant Wile Drive NE, Suite 100 1 hereby certify that this plan, specification PrintName: Brian 3. "stoffak, `-E� Drawn:— LOC CAPSTONE HOMES, INC. 12
i Carts�qn 1 3BJ2,.ep MN 55449 or report was prepared by me or under my HARVEST RUN PRELIMINARY GRADING
Y Signature: Designed: BA 0
In, Phone: (763)489-7900 dire supervision and that I am a duly 14015 Sunflish Lake Blvd., Suite 40 of
g Fax: (763)489-7959 Lk." Otsego, MN & EROSION CONTROL PLAN
'surveying the nsed Professional Engineer under
.ts of the State of Minnesota Date: 11/03/17 License #: 25063 Date: 11/03/17 Ramsey, MN 55303 17
YWCain www 'a isonmccaln.-m law I
_ ::•� ' � i \. `� \ : vrjeo �. �� -._: ��^`'-- --' t.• ,� � �-` SEE SHEET 14 _ � __ m I
, \.\ nv 7.s. •� �• I' �' � ' \ � !1 - 11` �
, \. ,�\� '� YI 25� >. / .. \ •. Y.O. [t o N �,_ � __-`
•• Vk
v 117. v �� �••, �` 11 �r o: _ -
• . •` 51
F, x � ��� f 11 as\� •�` �..__ r S .15.9 \\ �O ��\ / � �. a ! � I J I� ,_ � � i
WETLAND FILL -/'6(? \ -- �' \ \ GJ� mry�• % r / m
I
-14
3265 S.F.
WETLAND 30 \\ 28z� m NN 1 bb 1
100 YR HWL = 916.8
922. \ ♦. � � 1 � � \ - , It / ,
N ,.•i• 19Z, , �, ^ I� \� °j \ Cz. \� -� >� a ./ jI
2 .146 ` O �� / o° �°N 16 '
/\ 1 L . T •2p0 \ �9 \\\ .v 0" // / a G j^ ` JoNo '\
/
� CtA v � G, 04� v •� f � ° � � � ear �' � v �� � � �.• v v I a`\'ry / ' � 1-.`,ido •- 'AVERAGE
0
25 50 100 t osti g° �a 1 68 TLAND- BUFFER
�20' AVERAGE 1 45 0 v pc �S n O
Q
RETAINING WALL 3 �.g1 j •' i.t �0-SF ` d WETLAND BUFFER ry6'sOa. 00 o aF_
-s 87,763 SF (IN FEET) ,°o° ° A 8 / o a EFA,
9th --O p .(/� u' : \ o, ' �i j .••. Doo°oo \ L .' / �\\'.., - ��rY�O r' ° °Q , INSTALL SILT FENCE
;\J .'�4'L \ �\� y !/ • 44 \ :O ./'� ^ `\ 1 \ \ ry 16, a, So°%'/. AFTER GI.
RADING IS COMPLETE
_ _ sus �' \ ,::'� � \ �� � /1v�' �y ;/ a � \ \ p:: / \psi (�� \ � % °� •.
POND 400
N Wi. = 917.5
oa�o o / }\ \ / •' �b9° O h �, \ \, 170 g,o° °°� • ,
. <i v`O- �� '� � ` \ � � , �,• o°Oavoo / \�...' � b. \, �/ /' ' ,l- 1 OUTLET= 918.1
,
Q,q�,. / ... / I •r .! • vo° . 0� ry, �� `'� - - _ °'�.,. �\ �� b °°°f F 2 1R HY7L= 916.3
/ INSTALL SILT FENCE . °v°o° • �' / h \ h \ \ /o t 10 1R HYtL= 918.6
23 � / � \ � ,.� AFTER GRADING IS COMPLETE f 1/ 3 ^ ; ' C0 / �.. " 'S c \ ( � °/ 1 1•': •:
C \ \ I� \ � r. °° • p � ^ h � \ � - -- \ \ ��' "�° ••�, , . i 100 1R HWL= 918.9
-./� ' i/� 'ov's ��\ ,' / s�q o 0%8°°'� �\ rn� �p ��a..,.'j /�•\ O� \\\\ 1\7�%, WETLAND SO•' --
/00 YR HWL 1 .5
� ''��� \ _ A .�.i � •� 1��°O /�i �� ^i ,F� .ab (7. AV SVA , / �t i �� .
POND 200 �o ' 42" o // a m��v1y 17 •�!/�a` I :�
N1YL = 515.0 _ / / � I � 20' AVERAGE
.
OUTLET= 9169 No�' /\ / -
1 ti � � � ( :T oF� WETLAND'6UFFER.
rYR HWL= 917 56
.6 tr �' ",wry ^\ s17j ,a.o .3e tq 72 SF
10
928 <9`g20, _ siB-s ' c'�q�\ .,.. _ ,Da rR Hm= 9,9.5 �� `, - � I - , - � i -------h � � 173�p i. ,t , •. ..,. I,
' • � - �; � I 2,:51__
�\ 125 �/- - � �' ��'� � \/ •�, {'� m � 141 �� o - _ °'// rn - � � // � i - � r -9n - r ' I r-� ..
0'
0
92
. 9-z� _i._. /__�_. - y S�� _ op�o/ //� \ \' �� �v � • a BOnhl � m..• e m ';� \ 1 �`/; = ry ro crn2 J1I' + o lrE ��1/��
'I II 97
I
LAND FILL 118 74 24.0 923.
-
19.0
`-. \ ' - - ? � ' /'�' soy.;;! \ •,4se F`.•. y\a r _ - �o a I � I 'I � ( � 20,5 )
•'' 9�8;�s \126 ' •. \ �\2'� �., •'.. ., WETLAND FILL •. , \: • I o � �' `, c>W C�i� � I R i t I
2p - / _� 92\ __i <yy'•9 , •.f 380-..S.F _. '..• j .916 la. .`I I`. o I R I ,r R I 1
°°° o°ap �,•• \�--,/ `�.. r, I �,` 175„
O p . 2/x s� •422 m I 93 .5 M'I
/ a
° o$�°v00000°o sA J / //-G,-\- - ` �c �C op `� ' 92• ill ,.L ,,\ - - --I- '' In� G G 931. Gl, 29.5 �G_ 928 G 926.
0600000 ° o°o°oo Qoa .• \ s s1 / /// \?s \ 920- .�1�T� I .'926 42a -- \+ 1L -L. -J
0PM 15+
I
928
o ..
• 127 s� � _
000°q°vooa0v°15.0' \ 0 / � - 934.40
I_ -
v
\'. \ - 9'1• .;..: 22. �_ 70+00 _ 11+00 17.+oo - �- ia+ __Tao $ n__-_ _ _ __
0.r, •, t6 _ 7.009 23 3 3'.80. _ 2 B - _ +- " 30 6 "` 3.86% 3 0.50% t a + ' X00 2 6aty=sas.e
v ., 128 / :. .. .�, ... 3. +�� -1- .9 _ 0\: q2�,2 9
� •\ \ / .. 'L: •�" • . �' - -� -_ ��� I� EL. 934.90 --+--
o- o --
/`j 28
_. ._ -_-9348
L507
sa%
,
_-_ --936 =-� r_.. __ - --r r... --_ ✓- - 1
�.:•�� • --_ '` f-- _ _ 936 -
e•�•,
,� 9�6,' //.,•' � 'F�� �:...............•: •/ 526.��
- i
Brio o , ::.,.,• .., ° 21 f - -- ---- I 929. G �1. 0 G 9 7.0 G 937.5 G G 937.0 -I G 935.5 "' it G 932.5 I +I G 929.5
/ ,. ,...... • _. ! >, � I f 9 3 I I I I 1 I - _ --- sea I
• / / ' NWL = : ss:o, . • • / /: O c __ 927.5 G I I t0- , LO LO R i , l \R
tl
--
I I
OUTLET,= 915.5 �.- / ...:. R/ - 0
i1 .2)1 2) I I --R. \ I I (925.5 (929.5 __L i__. - (930. ) - -- 1 I (925.0)
HWL= 916 9 i .. 9 I 1'- -I I 928.0 I I 932.0 _ 932.5) 932.0.... I ..1- i1
.: I ! ..... ._t 930
p. I roI 1'
•93 ( ,, I 1 - j �.'-: %•� e•F11Rrn 1106 WY-ER.-T.L-HAWNLD -_-`-- / jF ' .}' . .I / !1!% /:- --/--' szs-�,'s-,z~e 1-s�: I '1'\z9s3s0=;926 ��- I III \ , 6 ,,i.JiI 1IL1`•\ `1 _ti,.aI .. _If ,•,I _ -1:-
3.
I I 136 1II
..1.92g.-7. .
4II jIII
;
39ti 20 135 1
91T0 133 ..137
20` AVE1'2�AGE
ry
WETLAND BUFFER 129 13 ------
p
...
IF .
\
------- --
-93a- 1 zEI I
16,184 SF OF
WETLAND Y 0
(,
r
_ /ET+,
\ LHWD 60
t _ _ 1
_f
(INCIDENTAL) � 1
`927.1
I '
3890 Pheasantwd eDdveME,suitel0o hereby y p p Rev1s1ons` CAPSTONE HOMES, INC.
(�Car�son lhereb ves that this lams endermn PdntName: adan].KystofiaK,P.E. Drawn: tOC ,. HARVEST RUN PRELIMINARY GRADING 13
.environmental Blaine,elalne, MN 55449 or report was prepared by me or under my
• •engineering Phone: (763)489-7900 direct supervision and thatIamaduly sl9naNre: a // /G..7/xt- oest9ned: B. 140f5 Sunflish Lake Blvd., Suite 400 Of
McCain "�D` Otsego MN &EROSION CONTROL PLAN
y 9 Fax: (763 489-7959 Licensed Professional Engineer under ° r
•surve In ) Date: 11/03/17 Lltense#: 25063 Date: 11/03/17 Ramsey, MN 55303
www,carlsonmccatnsom the laws of the State of Minnesota
s.,. om<. 7v0wiv rv.e:vos7-tosaVoss-ochso:�tnwe,�...e•7n�1wa<0ewnnm�,vmrer.rvanw�va�a,:°e.+�oo�uvoss�,.ann
h�
A,
is
II
i.
RETAINING WALL 51
A, RETAINING
el4
(BY OTI-ItRS)
I �
-T-Y-T--Y924 926-Y-T--j'
Tlil 924—
A 101
sza
•
l � J8 �_ �- ('�
.� 91B
15
0.
os4
[TRANCE•
91614
\\105
912
•
A' .3d
1, so s0i 57
SSG
POND 3D0-
OP-OF J11FL --I 9�65
ERIA
YR HWL=l 918.0 1
'PO
919.4
5aeon o0
TIC 25.0
/ '0 / : 16 1
� SFE Rca ,z,,yySr II / / � a . r r' ' g3%5 /.,..... 4 i � '. `.%°p `, TC 23.0 / � SB- � ., ••. !�° °'P o°'S• IF\\Bw
Ewa,
J)
55 01 E /4 / �// // / .•/ a �a," - - 9 \_ `J( Xlv11(852.' / I / / ils922s7. �0 ' r' %I\wO '2 / (f7/� , . / G_928._ ir rr r'� '�•, -.i I s?aQTc 23.7 � /.,'p ' 92yo \\;\:>`� ; \ . Q1 01'' _T•O•P••iS•t�U 91
-2
116 r
0d
RETAINING WALL
I F- A
2- y N 922
WETLAND 40 M
A",
25.:
100 YR HWL 914.7
STR T D
0
T 23.0
C
Sw I oz-
3?:r 153
.%%7 0
0815,
4�I L
•
-TAI ALL 1
t 2
-TAI
V�I-L� 2
L
117
4 0
15
........... .
•
C
-76
13
-�/16*
WETLAND FILL------
3265 S.F.
WETLAND 30
100 YR HWL = 916.8
22---
J-
V) J .71
25 50 100 %
vv
(IN FEET) AVERAGE
168 I TLAND- BUFFER
:--N-20' AVERAGE
RETAINING WALL 3 'V :1 -0 SF
WETLAND BUFFER 51
87,763 SF
LIM
INSTALL SILT FENCE
44 AFTER GRADING IS COMPLETE
POND 4Q0-
0 7.5
-N'yL
61.11ET:aj 915.1
2 YR HWL=l 918.3
INSTAL SILT FENCE•
\A AFTER GRADING IS C(• 918.6
i 100 YR HVVL= 918.9
TLANJE59
J
W.-
3890 Pheasant Ridge Drive NE, suite 100 1 hereby certify that this plan, specification Print Name: Bran 7. K'ystofiek, P.E. .—r. Lac 1. CAPSTONE HOMES, INC. HARVEST RUN PRELIMINARY GRADING 14
Blaine, 14N 55449 or report was prepared by me or under my
:n ronmental Slimatore; c':re'.
1,Carison V� phone: (161) 4811100 direct sup-Won and that I am a duly 14015 Sunflish Lake Blvd., Suite 400 of
'surveying
ne,,in, -7959 licensed Profes lonal Engineer under Otsego, MN & EROSION CONTROL PLAN /
._eying Fax: .(763) 489 State of Minnesota Date: 11/03/17 License #: 25063 Date: 11/03117 Ramsey, MIN 55303 117
McCainl * www carlsonurccaln,com the laws of the s
sere on.: rvosrtz
- (I— - . 61. —) - —aaang -
F
SYM.
9
SEED MIX
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
NATIVE WT PRAIRIE
MN SEED MIX 34-262 loin avrs w3)
WO
F'L AN
SWAMPWHrfEOAK
WELLAND FRINGE
\
r
S" 2 -PLY NYLON STRAPS
(�
DOUBLE STRAND IT GAUGE WIRE
'
CO MERCIALTURF-SOD
HIGHLAND SOD(PEATSOD I$ UNACQPTABIE)
1ff
117
MN SEED MIX 25-131 (OLD MUDOT260)&
BB
ALL AREAS DISTURBED BY
12 -
"N"?,
ED
EROSIN L BLANKET
FOR
f r
E
//1
li iI 175 �J R
,.�-!�- t I � moi'' - J �,�,, Zy7,•,. .,.0 ,•,;Z, ,, �,. ;,,,,,,'. ,, ,,;. _
If
1 (1
I
r
152 1 d 7
L l SITE LANDSCAPE PLAN
CITY of OTSEGO LANDSCAPE CODE
• OVERSTORY/ EVERGREEN TREES
.• TWOTREE FOR EVERY LOTON SITE
(80 X 2) =160 TREES
=160 TREES
• BUILDER/OWNER SHALL INSTALL TREE ON BOULEVARD AS SHOWN ON PLAN.
OWNER SHALL INSTALL 1 ADDITIONALTREES PER LOT OF THEIR CHOOSING.
TREE MUST BE 6' TALL IF CONIFEROUS, AND 2" DBH IF DECIDUOUS.
0 100
f
11111119WE
SCALE 1" = 100'
_Ff
300
NORTH
SEED MIX LEGEND
SYM.
TYPE
SEED MIX
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
NATIVE WT PRAIRIE
MN SEED MIX 34-262 loin avrs w3)
WO
F'L AN
SWAMPWHrfEOAK
WELLAND FRINGE
MN SEED MIX 33-261(OLD B RUs)
S" 2 -PLY NYLON STRAPS
(�
DOUBLE STRAND IT GAUGE WIRE
'
CO MERCIALTURF-SOD
HIGHLAND SOD(PEATSOD I$ UNACQPTABIE)
1ff
MNDOT260
MN SEED MIX 25-131 (OLD MUDOT260)&
BB
ALL AREAS DISTURBED BY
12 -
"N"?,
ED
EROSIN L BLANKET
FOR
f r
SODDEDU RIR RETENTION BANNS
SLOPES OVER 3:1USE
)
Aarlson 1 3890 Pheasant Ridge Drive NE, Sulte 100 i hereby certify that this plan, specification Print
• environmental Blaine,MN 55449 or report vras prepared by meorundermy• • enineering Phone: (763) 489-7900 direct supervislon and that I am a dulySlgmcCam •surveying Fax: (763) 489-7959 Licensed Professional Engineer under
www.carlsonmccain.com the laws of the State of Minnesota Date
3J f:\,cla\>efil-J080\J465-oes�ja vte(@x��s ave 6618 st�3J4ad c3E\mCremp�"rtTury dam\JO65_W-�pztlrvy
Ka prfivn: )pl< fteVlsians:
J.
Designed: JAK
Ucense k: 45071 Data: 11/03/17
I
REY
BOTANKAL-Ir COMMON NAME SIZE ROOT 41Y.
LtATLIEF
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
NODUOUSTREES
EIGHT HEIGHT
WO
F'L AN
SWAMPWHrfEOAK
2.5"
BB
S" 2 -PLY NYLON STRAPS
(�
DOUBLE STRAND IT GAUGE WIRE
1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL,MANUFACTURER'S
PAINTED FLUORESCENT ORANGE
0
WHITE FLAGGING (TYP.)
\Q
TREE WRAP
BB
41NCHES HARDWOOD MULCH
12 -
4 MCH DEEP SAUCER
Z
8' STEEL TEE POST -
3 REQUIRED AT 126
LANDSCAPE LEGEND.
ACKFILL MIX
_U
4DISTUROED SUBSOIL
2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL
REMOVE BURLAP f ROPE
FROM TOP 1/3 OF THE HALL
NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE-
vDECIDUOUS TREK PLANTING
Tar To xwE
DETAIL
L 9OAR3Y BORO1'I AND S.DES CF HOLE
NOTE CHT' A95EYWLY OPilaJ4L BUT
PRCR TO P_caJTRA-
AA9IB- a ae I
2 TRM aR DEAD WOW AND WEAK AeID/012
RE5PON5TSLRY SCR MA'NTA_s TREE
DEFORMED TW.Ga. DO NOT CUT A LEADER DO
IN A PLIB' F-- FCR _
N?r PARR OmS. -
DI-44TIPl OF TFE GLL4R4MEE PERIA
3 SET PLAIN ON INaSTURBEO NATIVE 6 L
OR THORa1GHLY CCR1PAp BACKFd1 ecu_
GDT' A55EFBLY- I6`
P0.YFRa'YLBE OR POLYETlYLONE
INSTALL PLANT SO THE ROOT F,-0RE 15 AT CR
(d6 MU 11h' W DE eTRAP (TTP)
UP TOS ABODE Tiff FN6HED GRADE
DOUBLE STRAND IB GA WRs, YY
4. PLACE PLANT INPLANING HOLE LLOTH
BURLAP AND, WIRE BASKET, 4F USED), CRAG.
Ra1E0 STEEL POSTe"-s-10
P 186.0.4 G . STAKNG DIA. -I0
BACKFd1
Al,AT P -.1J° OF THE
TOP OF ROOIB.AL4 WATER PLAIN. REMOVE
T�113
CO RgNATE
bTAGNG TO aEv.RE
12 LL�EEFORri
TIE BASKET CR THE TCP
2 CREMAnON OF GUY
HORSREAL RaIGS, WWCHEVER 15 CREATE
,a
REMO✓E ALL BURLAP A18J N4L9 T�
1 9 ANO STAKE9
-
a. F Tiff BALL ra'-MwE ALL T WINE
se. PLuraa aw BACKnLL WITH
SINNlG d11;WJA
ACKF2150L
..AT TO SETTLE PL4NT8 A°ID Fal
--a.---
UYWIREWITHWEB@NG6.WATER
0.AGGNG- Orff PER WIRE
Val'
4°-6° SHREDDED BARK
T WATER aATHN TWO HOJR9 C
ItKTALL4TIQ-1 W4TER'NG -11 BE
f EJCSTPIG GRADE
WFRCffHr TO THOROUGHLY SATURATE
ROOT BALL Atm PIAMIW HOLE
l L FANe9M I/I WIDTH OF ROOT BALL
>. = I
LANDSCAPE LEGEND
REY
BOTANKAL-Ir COMMON NAME SIZE ROOT 41Y.
LtATLIEF
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
NODUOUSTREES
EIGHT HEIGHT
WO
Quercus bicolor
SWAMPWHrfEOAK
2.5"
BB
18
15'
SO'
1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL,MANUFACTURER'S
HL
0
nthos
Vai,fnGleditrmis'Sadem
var. (vermis Shademaster'
SHADEMASTERHONEYLOCOST
2.5"
BB
20
10'
S0'
LANDSCAPE LEGEND.
17. PLANTING SOIL FOR TREES, SHRUBS AND GROUND
2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL
COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL
HEADED AND MEET ALL REQUIREMENTS SPECIFIED.
BL
Tilia americane'Boulevard'
BOULEVARD LINDEN
23"
BB
17
11 15'
60'
O
UNSATISFACTORY BEFORE, DURING, OR AFTER
MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL,
INSTALLATION.
STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL
4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE
MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND
ACCEPTED UNLESS APPROVED IN WRITING BY THE
10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER
LANDSCAPE ARCHITECT. C
CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS
G
HB
ICeltic
Occidentalis
HACKBERRY
2.5"
BB
11
15'
SD'
LATEST EDITION, OF THE AMERICAN ASSOCIATION OF
18. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE
NURSERYMEN INC. AND HALL LL CONSTITUTE MINIMUM
SEASON (APRIL 1 - NOVEMBER S), UNLESS
QUALITY REQUIREMENTS FOR PLANT MATERIALS.
6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE
OTHERWISE
OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER
PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION
THE FULL COST OF REPLACEMENT INCLUDING LABOR AND
TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT.
PLANTS
19. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT
ORANGE PLASTIC SAFETY FENCING ADEQUATELY
AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE
SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT
SPACING.
AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT
SM
0
Acer saaharum
SUGAR MAPLE
2.5"
BB
1
14'
SO'
r^
RM
,L..F
Acerrubrum'Nothwoods'
NORTHHWODDS MAPLE
2.5"
BB
8
14'
50'
SHALL APPROVE THE
STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO
OwUMEt1TALTREES
INSTALLATION.
EVERGREEN POTTED PLANTS: 4/1
8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED
EVERGREEN B&8: 4/1 - 5/1; 9/21 - 11/1
AS 5PEGTIED.
TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20
9. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE
NATIVE MIX SEEDING: 4/1 - 7/20; 9/20-10/20
RB
OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL,
Betula nigra'Shiloh Splash'
SHILOH SPLASH RIVER BIRCH
2"
BB
14
8'
25'
10. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE
SHALL BE PROTECTED AND MAINTAINED UNTIL THE
LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS
INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION
TAKE PRECEDENCE OVER THE PLANTING NOTES AND
HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED
S8
GENERAL NOTES.
iFlora
AUTU BRILLIANCE
2"
BB
20
8'
20'
�O
L'
OF DEAD MATERIALS, RE -SETTING PLANTS TO PROPER
'Autumn
'Autumn Brilliance'
EBE
SERVICEBERRY
GRADE AND KEEPING PLANTS IN A PLUMB POSITION.
QUANTITIES SHOWN ON THE LANDSCAPE LEGEND.
AFTER ACCEPTANCE, THE OWNER SHALL ASSUME
12. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES
MAINTENANCE RESPONSIBILITIES. HOWEVER, THE
ON-SITE WILL NOT BE ALLOWED.
CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR
13. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS
55
MaI._'Spring Snow'
SPRINGSNOW CRABAPPLE
2"
RB
3
8'
25'
U
THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES. SHALL
DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE
BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT
WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE
"gu
AND REPLACED WITH MATERIAL OF THE SAME SPECIES,
HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS
QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE
NOT MAINTAINED IN THIS MANNER WLL BE REJECTED.
LEGEND SPECIFICATIONS.
TL
ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED.
Syrmga Reticulata
JAPANESETREE LILAC
2"
BB
-4
8'
20'
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS
COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS,
REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS
AND PERMITS GOVERNING THE WORK.
WLI NG LEAVES. CHECK MOISTURE UNDER MULCH PRIOR
15. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION
LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND
GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES
EVERGREENTREEs
METRO AREA) OR 800-252-1166 (GREATER MINNESOTA)
ACCEPTANCE INSPECTION.
48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE
25, ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO
RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY
RECEIVE 4' TOPSOIL, SEED, MULCH, AND WATER UNTIL
now
Kx6.Fabolow.
DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT
A HEALTHY STAND OF GRASS IS OBTAINED.
BH
{
PiceagI.U- var. De-te
BLACK HILLS SPRUCE
6'
BB
10
6'
40'
ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR
MULCH, AND WATER UNTIL A HEALTHY STAND OF
EVERGREENS MOVED ANYTIME. APPLY AS PER
GRASS IS OBTAINED.
CAPSTONE HOMES, INC.
1
HARVEST
RUN
14015 Sunflish Lake Blvd., Suite 400
Cg
Picea pungens
COLORADO BLUE SPRUCE
6'
BB
10
6'
55'
O
� t7
Ramsey, MN 55303
1
'7"%
LLD
CH
Tsuga canadensis
CANADIAN HEMLOCK
6'
BB
15
6'
40'
Y PLAHnNG SDL re,rul2E (SEE sF-.)
QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.
b. -N-so,A
1
THE 9£ORA ATE
9PL -.-E. OR DMO.STIYE
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
a-
B EKCESSVE 5V850L
PLANTING NOTES
CONIFEROUS TREE PLANTING DETAIL
�T'.-.•.
1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL,MANUFACTURER'S
INSTRUCTION. ALL EVERGREENS SHALL
FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN
BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION
OR BALLED AND BURLAPPED AS INDICATED IN THE
DURING WARRANTY PERIOD.
LANDSCAPE LEGEND.
17. PLANTING SOIL FOR TREES, SHRUBS AND GROUND
2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL
COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL
HEADED AND MEET ALL REQUIREMENTS SPECIFIED.
AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING
3- THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO
VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH
REJECT ANY PLANTS WHICH ARE DEEMED
MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL.
UNSATISFACTORY BEFORE, DURING, OR AFTER
MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL,
INSTALLATION.
STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL
4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE
MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND
ACCEPTED UNLESS APPROVED IN WRITING BY THE
10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER
LANDSCAPE ARCHITECT. C
CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS
5. ALL PLANTING STOCK SHALL CONFORM TO THE
MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING
AMERICAN STANDARD FOR NURSERY STOCK; ANSI -Z60,
IT INTO THE TOP 12" OF SOIL.
LATEST EDITION, OF THE AMERICAN ASSOCIATION OF
18. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE
NURSERYMEN INC. AND HALL LL CONSTITUTE MINIMUM
SEASON (APRIL 1 - NOVEMBER S), UNLESS
QUALITY REQUIREMENTS FOR PLANT MATERIALS.
6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE
OTHERWISE
OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER
PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION
THE FULL COST OF REPLACEMENT INCLUDING LABOR AND
TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT.
PLANTS
19. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT
ORANGE PLASTIC SAFETY FENCING ADEQUATELY
AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE
SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT
SPACING.
AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT
7, ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND
INSTALLATION.
LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR
2D. SEASONS/TIME OF PLANTING AND SEEDING: NOTE:
SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF
THE CONTRACTOR MAY ELECT TO PLANT IN
ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED
OFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS
TO CONFORM TO THE EXACT CONDITIONS OF THE SITE.
THE LANDSCAPE ARCHITECT
POTTED PLANTS: 4 1 - 6 7 9
/ /' /21 - 18/1
SHALL APPROVE THE
STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO
DECIDUOUS /B&B: 4/1 - 69/21
INSTALLATION.
EVERGREEN POTTED PLANTS: 4/1
8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED
EVERGREEN B&8: 4/1 - 5/1; 9/21 - 11/1
AS 5PEGTIED.
TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20
9. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE
NATIVE MIX SEEDING: 4/1 - 7/20; 9/20-10/20
OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL,
21. MAINTENANCE SHALL BEGIN. IMMEDIATELY AFTER EACH
IN ALL MASS PLANTING BEDS AND FOR TREE
PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL
10. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE
SHALL BE PROTECTED AND MAINTAINED UNTIL THE
LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS
INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION
TAKE PRECEDENCE OVER THE PLANTING NOTES AND
HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED
GENERAL NOTES.
EXCLUSIVE OF THE GUARANTEE, MAINTENANCE SHALL
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL
MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE
OF DEAD MATERIALS, RE -SETTING PLANTS TO PROPER
THE WORK SHOWN ON THE PLAN. VERIFY ALL
GRADE AND KEEPING PLANTS IN A PLUMB POSITION.
QUANTITIES SHOWN ON THE LANDSCAPE LEGEND.
AFTER ACCEPTANCE, THE OWNER SHALL ASSUME
12. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES
MAINTENANCE RESPONSIBILITIES. HOWEVER, THE
ON-SITE WILL NOT BE ALLOWED.
CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR
13. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS
KEEPING THE TREES PLUMB THROUGHOUT THE
AND BUILDINGS CLEAN AND UNSTAINED. ALL
GUARANTEE PERIOD.
PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED
22. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR
THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES. SHALL
DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE
BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT
WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE
STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE
AND REPLACED WITH MATERIAL OF THE SAME SPECIES,
HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS
QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE
NOT MAINTAINED IN THIS MANNER WLL BE REJECTED.
LEGEND SPECIFICATIONS.
ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED.
23. WATERING: MAINTAIN A WATERING SCHEDULE WHIGS WILL
AT THE CONTRACTOR'S EXPENSE.
THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS
COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS,
REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS
AND PERMITS GOVERNING THE WORK.
WLI NG LEAVES. CHECK MOISTURE UNDER MULCH PRIOR
15. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION
LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND
GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES
TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL
MAKE THE NECESSARY ARRANGEMENTS FOR WATER.
24. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL
METRO AREA) OR 800-252-1166 (GREATER MINNESOTA)
ACCEPTANCE INSPECTION.
48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE
25, ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO
RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY
RECEIVE 4' TOPSOIL, SEED, MULCH, AND WATER UNTIL
now
Kx6.Fabolow.
DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT
A HEALTHY STAND OF GRASS IS OBTAINED.
Callbefbreyoudig,
OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.
26. ALL DISTURBED AREAS TO RECEIVE NATIVE WETLAND
USE ANTI -DESICCANT (WLTPRUF OR APPROVED EQUAL)
SEEDED, ARE TO RECEIVE ENGINEERED SOIL, SEED,
'
ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR
MULCH, AND WATER UNTIL A HEALTHY STAND OF
EVERGREENS MOVED ANYTIME. APPLY AS PER
GRASS IS OBTAINED.
CAPSTONE HOMES, INC.
1
HARVEST
RUN
14015 Sunflish Lake Blvd., Suite 400
SITE
LANDSCAPE PLAN
of
Otsego,
MN
Ramsey, MN 55303
1
'7"%