7.4. SR 08-15-2016 EOty1� ,.,�� Request for Action
River
To Item Number
Mayor and City Council 7.4
Agenda Section Meeting Date Prepared by
Public Hearin s lAugust 15, 2016 Zack Carlton,Planning Manager
Item Description Reviewed by
Paxmar— (Oudot C —River Park Second Addition) Justin Femrite, City Engineer
■ Preliminary Plat approval of River Park Fourth Reviewed by
Addition Cal Portner, City Administrator
■ Resolution for Final Plat
■
Development Agreement
Action Requested
Approve,by motion, the Preliminary Plat for River Park Fourth Addition with the following conditions:
1. Street lights be installed as required by Elk River Utilities.
2. Address all comments in the comment letter date July 12, 2016.
3. Plat and development plans shall be updated to show a roadway connection between River Park
and Twin Lakes Parkway,which will be constructed as part of this subdivision.
4. Staff approval of updated plans.
5. All structures shall remain outside of the required 45 foot wetland setback, as required in city
ordinances.
6. Setback requirements for the front yard will be reduced to 25 feet, and applies to both front yards
of a corner lot.
7. Setback requirements for the side yard will be adjusted to require a minimum of 15 feet between
buildings.
8. Update the plat to reflect the recommendation of the Parks and Recreation Commission.
Approve,by resolution, the Final Plat for River Park Fourth Addition with the following conditions:
1. Staff approval of an updated Final Plat reflective of required changes to the Preliminary Plat,
including a connection to Twin Lakes Parkway.
2. A developers agreement be prepared and executed outlining the terms and conditions of the plat
approval prior to releasing the Final Plat for recording.
3. Park Dedication shall be satisfied with a combination of land and cash. The cash amount will
equal the percentage not satisfied with land, and in the amount required by the city at the time the
Final Plat is released for recording. (currently$1,425.93/ lot)
4. Surface Water Management Impact Fee be paid in the amount required by the city at the time the
Final Plat is released for recording. (currently$226/ lot)
5. Water Availability Charge shall be paid in the amount required by the city at the time the Final
Plat is released for recording. (currently$335/ plumbing unit)
6. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public
improvements.
7. Upon completing all of the improvements, and having them accepted by the city, a security or
warranty in a form acceptable to the City Engineer will be secured.
POWERED 6T
A IR
8. A development plan shall be approved by the City Engineer prior to the issuance of building
permits.
9. Any item or condition found that indicates the site is likely to yield information important to pre-
history or history shall be reported to the city immediately. Further, the city reserves the right to
stop work authorized in its approval until the site is appropriately investigated and work is
authorized.
Approve,by motion, the Development Agreement for River Park Fourth Addition with the following
condition:
1. The Development Agreement language will be updated to reflect the conditions of approval for
the plat of River Park Fourth Addition.
Background/Discussion
Case No. P 16-11
The property is zoned Planned Unit Development (PUD) and was included in the original River Park
Subdivision. However,previous preliminary plat approvals have expired.
The applicant is proposing to plat 41 single-family parcels in accordance with the approved River Park
plans. The applicant is proposing typical parcels to be 70+ feet in width, and will be consistent with the
previously approved plans. There is a proposed change to Block Two that changes three 90+ foot lots to
65 foot lots,which are consistent with other areas of the River Park and 1Vliske Meadows plats. Staff is
supportive of the change.
The applicant is requesting a change to the setbacks from what had been approved as part of the original
River Park plans. Setbacks for single-family homes,per previous approvals, are: 30 feet—front yard, 5
feet—garage side, 10 feet—living space side, and 30 feet—rear yard. The applicant's request is to reduce
the front yard setback to 25 feet, and adjust the side yard setback to require 15 feet between buildings.
Staff is supportive of the change as the Miske Meadows subdivision was approved with the same
setbacks, and the adjustment will provide consistency within and the larger subdivision as the project
develops.
Analysis
Comprehensive Plan
The property is guided for urban residential development per the Comprehensive Plan. This land use
designation includes areas guided or residential uses in areas that will be served by municipal sewer and
water services. The Comprehensive Plan supports the proposed land use.
Transportation/ Circulation
Currently, the only access to the River Park Subdivision is 191st Ave at Cleveland Street. This access is
the only entrance/exit point for Twin Lakes Elementary School and the currently platted 91 residential
properties,which includes the recently platted lots in River Park 3rd Addition.
When the larger River Park Subdivision was originally laid out (now known as River Park and 1Vliske
Meadows) it included four connections to adjacent public streets. These included the current access to
Cleveland at 191 st Ave, a second connection to Cleveland at 190th Ave, a connection to Sunset Ridge,
N:ADeportments\Community Development\Planning\Case Files\P\P 16-11 River Pork Fourth\new council\7.4 sr Staff Report RP4.docx
and a crossing of Trout Brook to Twin Lakes Estates. The traffic study included in the EAW analyzed
the traffic using these multiple connections.
Two-lane roads,like 191st Ave, are designed to comfortably support 1,000 vehicle trips per day, a level of
service D/E,based on general livability guidelines. In evaluating vehicle trips based on the existing uses
and approved lots, the subdivision generates about 1,182 trips per day. The addition of the 41 homes in
the current application,River Park 4th Addition,increases the estimated trips per day to 1,592, nearly 60
percent above the livability guideline. Under the current proposal, all of the estimated vehicle trips will
continue to be forced to use the single access point at 191st Ave. Staff does not support approval of the
plat without providing an additional access into and out of the subdivision in accordance with the traffic
study completed in the EAW.
Staff strongly recommends that the connection to the southwest onto Twin Lakes Parkway be
constructed as part of the proposed River Park 4th Addition.
The current proposal for River Park 4th Addition includes land that abuts Twin Lakes Estates, and a
connection to Twin Lakes Parkway will provide the second access point that is needed to support the
increasing number of homes in River Park/Miske Meadows. A connection to Twin Lakes Parkway
addresses a number of traffic concerns that present themselves with this proposed development. It
provides the second of four access points to support the additional trip generation and it eliminates the
long dead end cul-de-sac as proposed. The proposed termination of Ivanhoe would be approximately
three-quarters of a mile from the nearest access. Ordinance limits cul-de-sacs to 700 feet.
Beyond the above described traffic needs, the connection improves connectivity of the local street and
sidewalk system for that area of the city. Existing and future residents will have alternatives that do not
place them on Cleveland Ave where we have heard about safety concerns on a number of occasions.
Students and families of Twin Lakes Elementary School will be able to come from the south,rather than
stacking into the turn lane on Cleveland Ave. Students within the Twin Lakes Estates and Trott Brook
neighborhoods go to the school, and the connection would allow them to walk, bike, or drive to school
without the need to use a county road (Twin Lakes Road or Cleveland Street). A letter from the principal
of Twin Lakes Elementary School supporting staff's recommendation to connect the developments is
attached.
Grading/ Drainage
The Engineering and Stormwater Departments continue to review the plans and are working with the
applicant to ensure the proposal meets current city standards. One stormwater pond has been removed to
reduce impacts from required buffer setbacks, and new ponds are either being expanded or created to
treat the water.
Wetlands
There is a large wetland west of the parcels on the southern half of the plat. An easement over the parcels
preserving the 45 foot wetland buffer must be added to preserve compliance with city code. The 25-foot
wetland buffer is required to be signed at every property line in accordance with city codes.
Landscaping
The landscaping for the development will be consistent with previous plans, and includes two trees per
lot,with additional trees identified on corner parcels.
N:ADeportments\Community Development\Planning\Case Files\P\P 16-11 River Pork Fourth\new council\7.4 sr Staff Report RP4.docx
Park Dedication
The Parks and Recreation Commission recommends Park Dedication be satisfied with a combination of
land and cash. The recently adopted Park Dedication ordinance requires 3.47 acres of park land for the 41
homes being platted. The percentage of the dedication not satisfied by land will be satisfied by cash.
The final plat includes 3.1 acres of land to be dedicated,which was reviewed during a Parks and
Recreation work session on July 13, 2016. The recommendation from the commission is to add a road
along the north side of the park area, and accept 2.7 acres of land. The commission envisions a facility
similar to Trott Brook Farms Park with public streets abutting multiple sides of the park to improve
visibility of the park and provide on street parking for users. A sketch of the desired park configuration is
attached.
The Preliminary and Final Plats will need to be updated to show the additional right-of-way and reduced
park area,reflecting the recommendation of the Parks and Recreation Commission.
Planning Commission
During the public hearing one resident spoke and expressed concerns about traffic and speed on 191st
Ave and discussed impacts to allowing the development to occur with only one access point. He
described situations where traffic backs up from the driveway to Twin Lakes Elementary School around
the corner and onto Cleveland Street. He noted that this has caused instances where vehicles entering the
subdivision have been forced into oncoming traffic.
The applicant, the Commission, and staff discussed anticipated roadway connections to service the
growing subdivision. The applicant does not want to construct the requested connection between River
Park and Twin Lakes Estates, and requested to receive approval of the plat without a limit or condition
to construct a road. The applicant is willing to commit to bringing a plat with 190th Ave as the next
phase,but does not wish to link that to a condition of approval.
The Planning Commission unanimously recommended approval of the Preliminary Plat. They also
recommend building permits for homes south of the utility easement in the center of the plat should not
be released until 190th Ave is under construction. I spoke with the Commission chair regarding the
definition of"under construction." His recommendation is that home building permits for the area south
of the power pole easements should not be released until a plat dedicating right-of-way for 1901h Ave is
recorded, construction plans are approved, and a letter of credit for the public improvements is on file
with the city.
Since the Planning Commission, the applicant submitted an amended request to receive approval to build
15 of the 41 homes in the subdivision and leave the letter of credit in place for use by the city to
construct a temporary access road if needed. This request is included in the attachments. Staff does not
support this request as the city does not receive a connection to Twin Lakes Estates, and in the event
development in the area ceases, the second access point would be a temporary bituminous street that
would not be built to the standards of an urban street.
N:ADeportments\Community Development\Planning\Case Files\P\P 16-11 River Pork Fourth\new council\7.4 sr Staff Report RP4.docx
Applicable Regulation
Approval of a Plat may only be ordered if the following findings have been made, as outlined in Section
30-375:
(7) The proposed subdivision is consistent)a ith the honing regulations (allicle VI of this chapter) and conforms In
all respects)arith all requirements of this Code, including the honing regulations and this alicle.
The property is zoned PUD and is guided by previously approved River Park plans and
documents. The proposed subdivision is consistent with the zoning regulations outlined in
the city code and approved plans.
(2) The proposed subdivision is consistent)a ith all applicable general and specialised city, county, and regional
plans, including but not limited to, the city's comprehensive development plan.
The proposed subdivision does not conflict with any city, county, or regional plans,including
the Comprehensive Plan. The River Park subdivision was part of an Environmental
Assessment Worksheet (EAW) which included analysis of traffic and other environmental
impacts. The current plans do not conflict with that study.
(3) The physical charactelistics of the site, * eluding but not limited to topography, soils, vegetation, susceptibility to
erosion and siltation, susceptibility to flooding and drainage are suitable for the type and density of development
and uses contemplated.
The site is suitable for the proposed development. The applicant and city staff continue to
work together to finalize grading, erosion control, and drainage plans.
(4) The proposed subdivision makes adequate provision for avater supply, stoma drainage, seavage transpodation,
erosion control and all other selVices,facilities and inaprovenaents othel7vise required in this allicle.
The subdivision will connect to city sewer and water services, the streets will include storm
drains with associated stormwater treatment ponds.
(5) The proposed subdivision )grill not cause substantial environmental damage.
The area was the subject of an EAW and has already been rough graded for the subdivision.
The project will not cause substantial environmental damage.
(6) The proposed subdivision )grill not conflict)arith easements of record or)arith easements established by judgment of
a coud.
The subdivision will not conflict with easements of record.
(7) The proposed subdivision )grill not have an undue and adverse impact on the reasonable development of
neighboling land.
The lands to the north, east, and west have already been developed and include Twin Lakes
Road, single-family development as part of River Park Second Addition, and a large lot single
family development. The area south of the plat was included in the Miske Meadows PUD.
(8) The proposed subdivision is not premature.A subdivision is premature if any of the folloaring exists:
a. Lack of adequate stormavater drainage.
b. Lack of adequate roads.
c. Lack of adequate sanitary seaver systems.
d. Lack of adequate off-site public inaprovenaents or suppo� systems.
The above utilities and improvements will be connected or constructed as part of the
development. The area is within the municipal service area and existing facilities can
handle the additional capacity. There is significant concern regarding adequate road
N:ADeportments\Community Development\Planning\Case Files\P\P 16-11 River Pork Fourth\new council\7.4 sr Staff Report RP4.docx
connections to service the requested final plat configuration. However, approval of the
plat with the requirement to connect the subdivision to Twin Lakes Estates with a road
addresses these concerns. Provided the requirement to build a new road connection is
maintained, staff is comfortable in stating this requirement is met.
With staff's recommended conditions, the project appears be consistent will all required findings for
approval of a Plat.
If denial of the plat should occur,it shall accompany recommendations or determinations by findings or a
report stating how the proposed use does not comply with the standards set forth in Section 30-375.
Financial Impact
None
Statutory Review Period
Per State Statute 15.99 the required 120 day review period for the plat ends on October 28, 2016.
Attachments
■ Location Map
■ Applicants Narrative
■ Final Plat Resolution
■ Development Agreement
■ Site, Plat, and Landscape Plans
■ Staff Comment Letter dated July 12, 2016
■ Applicant Response Letter dated August 8, 2016
■ Parks and Recreation diagram dated July 13, 2016
■ Letter from Public Safety dated August 11, 2016
■ Letter from Dan Collins (Principal of Twin Lakes Elementary) dated August, 2016
■ Development Request dated August 11, 2016
N:ADeportments\Community Development\Planning\Case Files\P\P 16-11 River Pork Fourth\new council\7.4 sr Staff Report RP4.docx
r
a iF
lY 1 2
3
At
w
r _ $
If .
"
i
t ,
` - b
IF
` .:• F
el-AL RP3 C
Preliniirl rand Final Plat
El
.-
Rivet Park Fourth Adchtion 'base No: P 1 - 1 1 .iverr
PA '7
AIVR:
River Park 4th Addition
(Portions of previously approved River Park)
Outlets B&C River Park Second Addition
Outlot A, River Park
Residential Single Family Development
Elk River, MINI
Project Nnarrative
June 27, 2016
3495 Northdale Blvd, NW
SUIte 210, Coon Rapids. MN 55448
(763)75-3-6176
PA ' 7A/IA R,,,,
Table of Contents
Developinerit Tearn
k Developer and applicant
R Consultants
11, Introduction
k [ZequesL
B. Project Location and Brief Parcel I listory
C. Zoning & Land Use
D, Project Description
E, Developi-nent Standards
F, Projec.t Phasing
I'lIa atUral ReSOUrces
A. Wetland delineation confirmation
13. Soils and GroundWam.-
C Existing trees
D. Storm waLer planning
M Larid scape Planning
3495 Nortlickile Blvd. NW
Suite 210, Coon Rapids, MN 55448
(763)753-6176
C,
PA.XMAR;-.,
1. DEVE1,011"MENTYEAM
Paxinar is a local owned and operated land development company, primarily I'MiSed on
delivering finished single family lots to builders, For over 330 years ownership has taken raw
gmUrid. erformed the land planning necessary with the conimunity, graded the site. installed all
I P
utilities, streets and curhs, and sold finished lots to builders. OLU Mission is to brim, livable.
responsible, efficient neighborhoods to cornInUnitiCS in Minnesota. We are Minnesota based so
all 01.11- FCVeIILW stay,., in Minnesota.
Over 10,000 home site sales have been planned ind developed in ways to provide a, positive
home building and neighborhood experience fOr the CUstoiner. Work has been performed in Over
50 different jurisdictions of the greater 'I'Nvin Cities and St, ("JOLid area,
CONSULTANTS
Previous plans were prepared by Schoell & Madson, a consulting oroup acquired by Sarnhatek,
� L-
now, \vith headqUarters in Minnetonka, MIN. This Phase has final design as follows:
Land Planning - Paxim.ir & Sarn[nitek
Surveyin" - Sarribatek
E'riginecrin" - Sambatek
StorniNvater reconciliation - Sambatek
Geotech reports and testing - NTI assigned to HaLI(IO GCOteChIIiC,-d
Parks Planiiing - Not Applicable
Landscape Architecture - Sambatek
III. INTRODucriON
A. Request
Paxrnar, LLC, is requesting the approval to plat this phase SUbstantially similar as was
previously approved in the River Park Master Plans. Minor amendments to lot size width
are planned consistent with the single family approvals granted to Miske Meadows and
River Park 3 d Addition. 'I"hese include sone side lot line, sonic depth and area
a4'justrnents to the lots nextto the pre-built \vater quality ponds to tile South of the power
lines, and to transition lots to the westerly portion ofMiske Meadows on Ivanhoe Drive.
495 Northdale Blvd. NW
Suite 210, Coon Rapids, MN 55448
(763)75.3-6176
PAA`A1L4RII�"
An updated wetland delineation will confirm boundary edges for this plat and rear yards
requiring buffer discussion for structure setbacks at the south end or Ivanhoe Street,
R Location arid Brief Parcel History
In April ol'2016, we closed on three Outlot parcels from Lennar Corporation. Due to the
lack of written plat extension requests by Lennar to Elk River to allow the previous
preliminary plats to stay in force, this portion of neighborhood requires a I-renewal" or
Z7
the preliminary' plat documents. A companion final plat is submitted at the same time to
move forward those lots fronting on Ivanhoe street to final construction. The lots applied
for final plat approval are substantially sirrillar to priorapprovals, and most have services
already installed.
Lennar Homes of Minnesota and their underlying pro.ject LIC entities, assigned the
Wfling riOlItS of OULlols bearing the River Park Plat Name with 121 PI'CViOLISly
approved dwelling units, The still in force PUD includes 52 SF Dwelling UnItS planned
in this central pocket of the master plan. Lots were 65' wide to 75' on average, with
several wider near the power lines. Pending was partially completed flor several pockets
of this phase. 34 sets of sanitary and water service stubs to proposed lots are complete
but no underground utilities Ofelectric and gas were installed. Portions of the street
storm sewer were also completed, and all that remains arc. sewer and water services for
the corner lots and the placing the final curb, gutter, pavement. and sidewalks. We are
looking to add as few services from the laterals in Ivanhoe instead cif the side streets with
the new plan.
About 10 difll.,,rcnt single fiamily lots were created in the Lennar Plan set that crossed over
parcel lines to the Miske Meadows plat.
C., Zoning &, Land Use
Plans are consistent with PUD zoning and land use for a residential neighborhood. No
change to land use is proposed.
D, Project Description
Sin ,le Family lots- horne sites
The River Park Neighborhood was approved with a variety Ol'hOUSirIg types. "FhiS phase
has two of the single fiarnily lot types. 65' and 75' minimum lot width averages,
"I'lie submitted plat solves some transition areas between Miske Meadows and these
outlots with improved lot layout, preserving previous infrastructure for reuse.
3495 Northdale Blvd. NW
Suite 210, oon Rapids, MN 55448
(76-))75 3-6176
PAy '
Fhe lots in this phase were all Full Basement capable, with flat, lookout and walkout
types proposed throughout. Sotne lots will also become [Lill basement with SFIMO grade
ad'justments. These lot grade shifts will allow for future creativity by our holnebuilder
clients.
Multi family lots
43 attached townhome lots were preliminary platted on lands West ofthe single family
lots to '-1'rott Brook creek and the future road connection to Twin Lakes neighborhood.
We are not preparing any new plans for this area at this time, but Will preliminary plat
SOILItiOnS in the lIeXt 12 to 24 months to revle,'Vr with staff and the City Commissions,
11- PI J 1) a rn e ti d m e n t
None required
R Revelopnient Stxandards
No changes to h0LJSirlg standards are proposed
G. Project Phasing
The lots oil Ivanhoe will be built in one to two construction phases depending on the
weather, starting as early as late ALIgUSt, based on plai-ming subi-nitted. 'This allows for
construction to be completed ahead ol'the City ()ctober 31 deadline for concrete work.
Several lots on the preliminary plat that do not front directly on Ivanhoe Street will not be
final platted. into lots, but will remain in new, outlots for future neighborhood phases
blended with the Miske Meadows phases that abut.
M. NATURAL RESOURCES
A. Wetland Delineation
Update required and underway by Sambatek. Original lines approved by prior Council
were placed on the plat of Otitlot A., River Park and will be compared to the liew lilies.
Several of the temporary storm ponds will be reviewed for exclusion from wetland
declaration, and several wetlarid mitigation areas built by Lenriar will be confirmed in
place. All the wetland mitigation areas were west ofthe single family lots in the Multi-
I'aii-ifly lot portions of the previous project plans.
3495 Northdale Blvd. NW
Suite 210, C. l6pids, MN 55448
(763)753-6176
Pj,,V, �R(11�
B. Soil and Groundwater
The soils are free draining suitable for horne building. and will allow for infiltration per
current goals ofwater resource planning, Groundwater recharge is enhanced from prior
calculations, but is Substantially similar to the previous master plan.
Existim-, 'frees
Trees will be removed to accommodate planned storm, ponds. Several. nice oaks were
saved along the westerly portion of the development to Miske Meadows and will remain
in the back yards.
1). Storm water..Planning,
Multiple Outlots have been identified and planned for public works oversight and
monitoring, a platting shift from the original master plan. As currently proposed, about
1.25 acres is taken from lots for ponding purposes.
PreSUrning the ponds stays as a dry pond, no pond buffer will be required,
Additional infiltration has been planned in, the pond design.
Openings into home basernents are protected via emergency overflow designs and height
Z71
similar to the previous master plans.
IV. LANDS(APE PLANNING
2, new trees per dwelling unit plus an additional tree on the corner- lots will be provided.
z:1
V. PUBLIC PARKS AND TRAILS
Dedication per the city ordinance includes the entrance to parkland from Ivanhoe Street
and land dedication for future community park facilities. Total land f'or active field uses
is about 6 total acres,. Since both park facilities and the neighborhood of single Earrilly
homes create a requirement for storm water treatment and storage, land is provided and
merged storm facilities will be coordinated. The total acreage For credit shall include
lands tor storm water as well as upland due to the current rules. 1,,ands will also be
dedicated for active uses in the power line corridor. We are requesting the City budget in
the near term CIP to corninence desion development planning of the active park uses.
We also think an examination of the power line corridor for the facilities that can work in.
that space that are described in the City Master Parks Plan is prudent. Those uses include
active walking, cycling sledding, bird and wildlife viewing, dog parks, perhaps disc golf'
opportunities linear programmed play in addition to the active uses COITIrrion to tl,le larger
)495 Noilhdale Blvd. NW
Suite 210 Coon 1�apids, MN 55148
(76,1)753-6176
PJ,YA1-[AR.,,.,
park space of soccer, baseball, football, Court sports and any shelters and structures. it is
iinportant that the City confirm sooner than later the intent to light any of these future
fields or if there is a desire to acid lighting to the Twin Lakes Elementary JIM. That
allows Lis to disclose to future buyers' early intentions.
V1. TRAFFIC REVIEW
No new impacts, with construction traveling slow per notices to our contractors. Primary
inbound trips on 191" until Miske Meadows is completed late in 2017 to Cleveland
Avenue, Bigger site construction vehicles will access from 19,1" or 190"'. Several ofthe
machines to bL[11(1 the, water and sewer lines will offload from 192"Ll as well.
1-Jpon the completion of this phase, the circulation system lor the majority Of future home
building will begin to move further south into, the Miske Meadows phases. Continuation
of Ivanhoe assists Talk River utilities in the buildout of power towards Miske Meadows.
3495 Northdale Blvd. NW
Suite, 210, Coon Rapids! MN 55448
(763)753-6176
/
/
/ 0
r ub
� Alml
30li
;Irk
j
m
Ulm
p �mimmNim
� f
d
j UN
c � I
i
+1�
i
ti
f
� n
{"M ..,.... "�y� ._...... _ ........,,_. " q wmoAN
i .�
IIIN
tZ
w
r
A ,
, f
r � l
"INdOLn
�„„
m W N
” v
i
m
-t
r�o AF
„i
011
El
I
I
"
a
,
City of
Elk
River
Resolution 16-
A Resolution of the City of Elk River Granting Final Plat Approval for River
Park Fourth Addition
Case No. P 16-11
WHEREAS, application has been made for final plat approval,pursuant to Section 30-374
of the Elk River City Code of Ordinances, of the property legally described on attached
Exhibit A and hereinafter referred to as "the Property"; and
WHEREAS, a preliminary plat of the Property was approved by the City Council on
August 15, 2016; and
WHEREAS, the proposed final plat is consistent with the preliminary plat as approved by
the City Council; and
WHEREAS, the proposed final plat complies with each of the conditions set forth by the
City Council in its approval of the preliminary plat of the Property;
NOW, THEREFORE, BE IT RESOLVED
1. It is hereby determined by the City Council for the City of Elk River as follows:
A. The proposed subdivision is consistent with Chapter of 30 of the City Code
of Ordinances and conforms with all of its requirements.
B. The proposed subdivision is consistent with all applicable general and
specialized city, county, and regional plans including,but not limited to, the
City's Comprehensive Plan.
C. The physical characteristics of the site,including,but not limited to,
topography, soils,vegetation, susceptibility to erosion and siltation,
susceptibility to flooding, and drainage are suitable for the type and density
of development and uses contemplated.
D. The proposed subdivision makes adequate provision for water supply, storm
drainage, sewage transportation, erosion control and all other services,
facilities and improvements otherwise required herein.
E. The proposed subdivision will not cause substantial environmental
NATUREJ
F. The proposed subdivision will not conflict with easements of record or with
easements established by judgment of a court.
G. The proposed subdivision will not have an undue or adverse impact on the
reasonable development of neighboring land.
2. Final plat approval is hereby granted for the Property, subject to the conditions set
forth in attached Exhibit B.
3. The officers of the City are hereby authorized, once the conditions set forth in
Exhibit B are met and complied with, to sign the final plat for the Property and to
issue a certified copy of this Resolution giving final approval of the plat.
4. The owner of the Property is authorized to record the final plat as required by law
and shall file proof of said recording with the City. No building permits will be
issued for the Property until the final plat is recorded.
5. This final plat approval shall expire two years from the date of this resolution if the
final plat is not recorded within that time.
Passed and adopted this 15th day of August 2016.
John J. Dietz,Mayor
ATTEST:
Tina Allard, City NATUREI
EXHIBIT A
LEGAL DESCRIPTION
Oudot C,RIVER PARK SECOND ADDITION, according to the recorded plat thereof,
Sherburne County,Minnesota.
And
Oudot B,RIVER PARK SECOND ADDITION, according to the recorded plat thereof,
Sherburne County,Minnesota.
And
Oudot A,RIVER PARK, according to the recorded plat thereof, Sherburne County,
NATUREJ
EXHIBIT B
CONDITIONS OF APPROVAL
1. Staff approval of an updated Final Plat reflective of required changes to the Preliminary
Plat,including a connection to Twin Lakes Parkway.
2. A developers agreement be prepared and executed outlining the terms and conditions of
the plat approval prior to releasing the Final Plat for recording.
3. Park Dedication shall be satisfied with a combination of land and cash. The cash amount
will equal the percentage not satisfied with land, and in the amount required by the city at
the time the Final Plat is released for recording. (currently$1,425.93/ lot)
4. Surface Water Management Impact Fee be paid in the amount required by the city at the
time the Final Plat is released for recording. (currently$226/ lot)
5. Water Availability Charge shall be paid in the amount required by the city at the time the
Final Plat is released for recording. (currently$335/ plumbing unit)
6. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the
public improvements.
7. Upon completing all of the improvements, and having them accepted by the city, a security
or warranty in a form acceptable to the City Engineer will be secured.
8. A development plan shall be approved by the City Engineer prior to the issuance of
building permits.
9. Any item or condition found that indicates the site is likely to yield information important
to pre-history or history shall be reported to the city immediately. Further, the city reserves
the right to stop work authorized in its approval until the site is appropriately investigated
and work is NATUREJ
Development Agreement
River Park Fourth Addition
Final Plat approved by the Elk River City Council
August 15, 2016
Development Agreement
August 15, 2016
Table of Contents
1. Warranty of Developer....................................................................................................................................... 1
2. Right to Proceed.................................................................................................................................................. 1
3. Development Plans..............................................................................................................................................2
4. Improvements......................................................................................................................................................2
5. Additional Regulatory Approvals......................................................................................................................3
6. Installation of Improvements............................................................................................................................3
7. City Installed Improvements..............................................................................................................................5
8. Fees and Security for Developer's Performanc...............................................................................................5
9. Responsibility for Costs......................................................................................................................................7
10. General Provisions Binding Effect...................................................................................................................7
11. Park Dedication....................................................................................................................................................9
12. Development Plan...............................................................................................................................................9
13. Landscaping..........................................................................................................................................................9
14. Surface and Groundwater Management...........................................................................................................9
15. Default.................................................................................................................................................................10
16. Issuance of Building and Occupance Permits...............................................................................................11
17. Model Homes.....................................................................................................................................................11
18. Miscellaneous......................................................................................................................................................11
19. Notices.................................................................................................................................................................13
EXHIBIT A Resolution No. 16-xx
EXHIBIT B Legal Description
EXHIBIT D Cost Estimate Form
EXHIBIT E Development Plan Checklist
EXHIBIT F Purposely Left Blank
EXHIBIT G Consent of Mortgagee
EXHIBIT H Summary of Payments Due
i
DEVELOPMENT AGREEMENT
FOR
River Park Fourth Addition
THIS AGREEMENT (the Agreement), made and entered into this 15th day of August,2016,by and
between the CITY OF ELK RIVER, a municipal corporation organized under the laws of the State of
Minnesota (the City), and Paxmar,LLC (the Developer).
WITNESSETH:
WHEREAS, the Developer has made application to the City for approval of a final plat of land
within the City described on Exhibit A attached hereto (the Subdivision); and
WHEREAS, the City Council adopted Resolution No. 16-xx on August 15, 2016, (attached as
Exhibit A hereto) granting final plat approval to the Subdivision, subject to several conditions, including a
condition that Developer enter into an agreement with the City governing the provision of certain utilities,
services and facilities to the Subdivision and the transfer of certain land interests and payments to the City, so
as to fully comply with the Subdivision Ordinance;
NOW, THEREFORE, in consideration of the premises and the mutual promises and conditions
hereinafter contained,it is hereby agreed as follows:
1. Warranty of Developer. Developer hereby warrants and represents to the City, as inducement to
the City's entering into this Agreement, that Developer is owner of certain real property legally described in
EXHIBIT B attached hereto consisting of 85.7 acres of unimproved land located in the City of Elk River,
Sherburne County, Minnesota. The Developer intends to improve and develop such property for single
family residential uses, to be known as River Park Fourth Addition (the Development). A copy of the final
plat is attached as EXHIBIT C.
2. Right to Proceed. Within the Subdivision, the Developer may not grade or otherwise disturb the
earth, remove trees, unless authorized by a separate permit or letter; work to construct sewer lines, water
lines, streets,utilities,public or private improvements, or any buildings may not proceed until all the following
conditions have been satisfied: (1) this Agreement has been fully executed by both parties and filed with the
City Clerk; (2) the necessary security has been received by the City; (3) the necessary insurance for the
Developer and its construction contractors has been received by the City; (4) the final plat for the Subdivision
has been filed with the office of the Sherburne County Recorder or Registrar of Titles, and (5) all required
permits are secured and a copy filed with the City Engineer.
1
3. Development Plans. The Subdivision shall be developed in accordance with the following plans
(The Plans). The Plans shall not be attached to this Agreement. With the exception of Plans A,B and E,the
Plans may be prepared, subject to the City Engineer's approval, after entering into this Agreement,but before
commencement of any work in the Development. The City Engineer may approve minor amendments to
Plan B without City Council approval. If the Plans vary from the written terms of this Contract, the written
terms shall control. The Plans are:
Plan A-Plat
Plan B -Final Grading,Drainage,and Erosion Control Plan &SWPPP
Plan C-Plans and Specifications for Public Improvements
Plan D -Street Lighting Plan
Plan E-Landscape Plan
Plan F — Storm water Management Plan detailing long term ownership, maintenance
schedules and procedures for all stormwater facilities as required by the City's MS4 permit
Plan G—Development Plan required by Section 12 hereto
4. Improvements. In accordance with the application materials submitted by Developer, the
preliminary and final plats of the Subdivision, the City Council Resolution attached as Exhibit A hereto, and
the applicable standards and ordinances of the City, the following described Improvements (the
Improvements) shall be constructed and installed on the terms and conditions hereinafter contained:
(01) Site grading to elevations shown in the approved grading and drainage plan and construction
of retaining walls (Site Grading);
(02) Streets, as required by the City,including grading,graveling and stabilizing, constructing and
vegetating of berms, swales and boulevards,planting trees on boulevards,permanent street surfacing
with bituminous material, installing concrete curbs, gutters and driveway approaches, and installing
traffic control street signs as required the City Engineer and installing street lights as required by the
local utility (Street Improvements) ;
(03) Sidewalks,as required by the City (Sidewalk Improvements);
(04) Storm sewers, as required by the City, including all necessary pipes, manholes, catch basin,
ditches,inlets,retention areas and other appurtenances (Storm Sewer Improvements) ;
(05) Sanitary sewers and laterals, as required by the City,including all pipes, manholes, pumping
stations,building services and other appurtenances (Sanitary Sewer Improvements) ;
(06) Watermain and laterals, as required by the City and Elk River Municipal Utilities,including
all necessary pipes, hydrants, valves, building services and other appurtenances (Watermain
Improvements) ;
(07) Landscaping, Trees and grass as required by City Ordinance and any additional landscape
Improvements required by the City (Landscape Improvements).
2
(08) Temporary and permanent erosion and sediment control measures as required by the City's
MS4 permit and the MPCA National Pollutant Discharge Elimination System construction
stormwater permit (Stormwater Management Improvements).
(09) Surrey Monuments. Durable iron surrey monuments shall be set, pursuant to Minnesota
Statutes, Section 505.02, Subd. 1, within one (1) year after recording of the final plat of the
Subdivision. Developer shall provide,in writing, notice to the City a Surveyor's certification that all
monuments have been set.
(10) Mailboxes,in a style and location approved-by the City of Elk River, shall be provided prior
to occupancy of any unit.
5. Additional Regulatory Approvals. All additional regulatory approvals required for construction of
the Improvements or development of the Subdivision shall be obtained before commencement of
construction on the Improvements. Additional approvals may include but are not limited to the Department
of Health permits for water system modifications; Minnesota Pollution Control Agency permits for the
extension of sanitary sewer or cluster on-site treatment systems; National Pollutant Discharge Elimination
System permits for grading; Department of Natural Resources permits for water appropriations;Army Corps
of Engineers permits for construction of sedimentation ponds; and City, County and/or State permits for
access and work within existing road rights of ways.
6. Installation of Improvements. The Improvements will be installed at Developer's expense by
Developer as hereinafter provided.
(01) Developer shall construct and install at Developers sole expense all Improvements necessary
to fully complete the Development,including those Improvements identified in Exhibit D, attached
hereto, except as may otherwise be set forth in this Agreement. The installation of the
Improvements shall be in accordance with all applicable City ordinances, including the City
subdivision ordinance, and shall be subject to review, approval, inspection and authorization by the
City and/or its specialty consulting staff,as provided in this agreement.
(02) Deadline for Performance by Developer. Except as otherwise provided herein, Developer
agrees to complete all Improvements and perform all other acts as are required by the Subdivision
Ordinance, other applicable ordinances and the terms and conditions of this agreement, and
resolution No. 16-xx and to do so on or before October 31, 2016, with the exception of the final
wear course of asphalt on streets. The final wear course on streets shall be installed between
August 15 and October 15 the year following the base layer of asphalt construction. The Developer
may, however, request an extension of time from the City. If an extension is granted, it shall be
conditioned upon updating the security posted by the Developer to reflect cost increases and the
extended completion date. Final wear course placement outside of this time frame must have the
written approval of the City Engineer.
(03) Approval of Contractor. The City reserves the right to approve or disapprove any
contractor selected by the Developer.
(04) Construction Plans. The construction, installation, materials and equipment shall be in
accordance with plans and specifications prepared by a licensed professional engineer and approved
by the City Engineer. Such plans and specifications shall be based upon such engineering surreys,
including soil borings and material tests, determined to be necessary by the City Engineer.
(05) Supervision and City Services. Construction and installation plans and activity shall be
reviewed by and subject to the supervision of the City. Developer will cause the contractor(s) to
3
inform the City's representatives of the schedule to complete the Improvements as required in the
approvals. City shall inspect all Improvements during and after construction for compliance with
approved specifications. Developer will notify the City Engineer or his designee at such times during
construction as the City Engineer requires for inspection purposes.
(A) The Developer shall instruct its engineer to provide adequate field inspection
personnel to assure accurate record drawings can be produced and an acceptable level of
quality control to the extent that the Developer's engineer will be able to certify that the
construction work meets the approved City standards as a condition of City acceptance. In
addition, the City may, at the City's discretion and at the Developer's expense, have one or
more City inspectors and an independent testing firm inspect the work on a full or part-time
basis. The Developer, its contractors and subcontractors, shall follow all instructions
received from the City's inspectors. The Developer's engineer shall provide for on-site
project management. The Developer's engineer is responsible for design changes and
contract administration between the Developer and the Developer's contractor. The
Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable
time at the City with all parties concerned,including the City staff,to review the program for
the construction work.
(06) Easements. The Developer shall convey to the City,prior to the final approval of plans and
specifications and at no cost to the City, all permanent and temporary easements for the installation
and maintenance of all Improvements determined to be necessary by the City. All such easements
shall be in recordable form acceptable to the City and contain such terms and conditions as the City
may prescribe.
(07) Insurance. Developer shall cause each contractor engaged in the construction and
installation of any Improvement to furnish the City with evidence acceptable to the City showing
insurance coverage (including workers' compensation, liability and property damage) in such
amounts as are required for City construction contracts. Developer shall also maintain adequate
liability insurance for public use of Streets, Sidewalk and other Improvements until such time as
those Improvements are completed and accepted by City as provided herein, and shall hold the City
harmless and indemnify the City from any liability arising out of the public's use of said
Improvements until such time as those Improvements are completed and accepted by the City as
provided herein.
(08) As Constructed Plans. Within thirty (30) days after the completion of the improvements and
before the security is released, the Developer shall supply the City with a complete set of
reproducible "as constructed" plans and an electronic file of the "as constructed" plans in an
AutoCAD.dwg file or a.dxf file and.pdf formats, all prepared in accordance with City standards. All
constructed public utilities shall be field surveyed after construction with all location, elevation, and
data attributes information, deliverable to the City in an approved sub-foot accurate GIS/GPS
format.
(09) City Acceptance. The City shall accept, at no cost, ownership of all Improvements provided
that such Improvements have been constructed in compliance with the plans and specifications
therefore and City requirements with respect thereto as determined by the City. No improvements
will be accepted prior to all disturbed areas of the site being fully vegetated and functioning in
accordance with the approved construction and storm water management plans. Upon acceptance,
all Improvements lying within the public easements or rights of way shall become City property
without further notice or action.
4
(10) License. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the Subdivision to perform all work and inspections deemed
appropriate by the City in conjunction with the Development.
(11) Faithful Performance of Construction Contracts. Developer will fully and faithfully perform
the installation and construction of the Improvements in accordance with the approved plans and
specifications therefore and shall comply with all terms of any and all contracts entered into by the
Developer for the installation and construction of all such Improvements, at no expense to the City.
(12) Warranty. Developer hereby warranties the workmanship and materials respecting such
Improvements for a period of two (2) years following the City's final acceptance of the
Improvements and agrees to repair or replace, as directed by the Citi and at Developer's sole cost
and expense, any work or materials that become defective,in the sole opinion of the City,within said
two (2) year period even though notice thereof be given by the City after said two (2) year period.
7. City Installed Improvements.
(01) The Subdivision will have no City installed Improvements.
(02) There are no assessments levied against the subdivision.
8. Fees and Security for Developer's Performance.
(01) City Administration and Construction Observation Fees. Developer shall reimburse the City
for all the City's costs and expenses incurred in the processing of the Subdivision and installation of
improvements,including review of plans and construction observation and in regard to any action or
event of default by Developer, resulting in any suit or proceeding at law or in equity to which the
City shall become a party in reference to the Developer's interest in the Development.
Reimbursement shall be due and payable to the City within thirty (30) days following the receipt of a
statement therefore. The Developer shall post a cash escrow in the amount of ten percent (10%) of
the estimated costs of the Improvements. This escrow will be drawn from as the project progresses
to cover the City's ongoing costs and expenses relating to administration and construction
observation of the Improvements. City administration will include,but is not limited to, supervision
of construction observation, consultation with Developer and its engineer on status or problems
regarding the project, coordination for final inspection and acceptance,project monitoring during the
warranty period, and processing of requests for reduction in security. Construction observation shall
include full to part time inspection of all work associated with the Improvements. Based on past
experience it is estimated that an escrow of ten percent (10%) shall be sufficient to cover the City
related expenses associated with the work. Delays, change in work scope, contractor performance,
etc. can all contribute to this amount not being sufficient. All City costs experienced in excess of the
escrow are the responsibility of the Developer. These costs will be billed directly to the Developer
and become due per the terms stated in Section 10. Upon acceptance of all completed
improvements, as required by this agreement, any remaining balance will be returned to the
developer within 30 days.
(02) Security for Developers Performance.
(A) No work shall be commenced under this Agreement, and the Final Plat of the
Subdivision will not be released for recording, until the Developer has filed with the City a
cash deposit or an irrevocable and unconditional Letter of Credit acceptable to the City, in
the amount Three Hundred Eighty-Two Thousand and 00/100 Dollars ($382,000). Said
Letter of Credit shall also provide that funds shall be paid to the City upon written demand
5
of the City to the extent of default herein by Developer in the payment of any amount due
or the performance of any other duty or obligation of Developer pursuant to this
Agreement, including Developer's obligations to complete Improvements, to complete on-
site Landscape Improvements, and to make payment of any amounts due hereunder.
(B) The security provided in accordance with the above may be released periodically upon
receipt of an invoice identifying work completed to date. The amount released each period
will equal the amount of work completed by the Developer by the date of submittal, except
that:
(i) the security will not be released to an amount less than the amount of
Developer's total indebtedness to the City pursuant to the terms of this Agreement,;
and,
(ii) the security will not be released below fifty thousand dollars ($50,000) until
all Improvements pursuant to this Agreement have been completed in full and all
other obligations of Developer under this Agreement have been fulfilled, including
Developer's obligation to install required Landscaping Improvements along Twin
Lakes Road.
(C) The Letter of Credit shall contain a provision that states that the Letter of Credit
shall be automatically renewable annually unless the issuer of the Letter of Credit first gives
the City 30 days written notice by certified mail of its intent not to renew the Letter of
Credit. The letter of credit shall also contain a minimum initial period of 1 year. The Letter
of Credit shall be a guaranty to the City that the Improvements and all other requirements
set forth in this Agreement will be timely completed to the City's satisfaction. The Letter of
Credit shall be maintained continuously by the Developer, except as reductions are
authorized by the City, until the Improvements are completed to the City's satisfaction,
including certification by the City engineer that all items are satisfactorily completed,
pursuant to this Agreement. The Letter of Credit shall have no conditions and shall be
subject to being drawn upon by the City upon any default under this Agreement, including
failure to pay contractors, subcontractors or costs or expenses owed to the City. If at any
time the City shall draw upon the Letter of Credit, the Developer agrees that within 10 days
upon being notified of such withdrawal by the City, Developer shall either pay the deficient
amount in cash to the City or have the Letter of Credit restored to current amount
(04) Maintenance Bond. The Developer shall post maintenance bonds in the amount of twenty-five
percent (25%) of final certified construction costs to secure the warranty in Section 6 (12) hereof.
The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance
bonds are furnished to the City or until the warranty period expires, whichever first occurs. The
retainage may be used to pay for warranty work,grading,erosion control, and as built surrey escrow.
(05) Grading, erosion control and as-built surrey escrow. The Developer shall post a cash escrow of
$1,000.00 per lot to the City to guarantee compliance with the erosion control and grading
requirements and the submittal of an as-built certificate of surrey. Prior to release of this escrow, an
as-built certificate of surrey for single family lots must be submitted to verify that the final as-built
grades and elevations of the specific lot and all building setbacks are consistent with the approved
Plans for the development, and any amendments thereto as approved by the City Engineer, and that
all required property monuments are in place. If the final as-built surreys are not timely completed,
the City may enter the lot, perform the work, and apply the cash escrow toward the cost. Upon
satisfactory completion of the grading, erosion control and as-built surrey,the escrow funds,without
6
interest, less any draw made by the City, shall be returned to the person who deposited the funds
with the City.
(06) Water Availability Charges. Developer shall pay Water Availability Charge in the amount of
Thirteen Thousand Seven Hundred Thirty-Five and 00/100 dollars ($13,735), ($335 per lot). The
balance of Water Availability Charges per unit ($3,090) shall be paid at the time of building permit,by
the permit applicant.
(07) Surface Water Management Fee. Developer shall pay surface water management fees in the
amount of Nine Thousand Two Hundred Sixty-Six and 00/100 dollars ($9,266), ($226.00 per lot) for
each lot in the Subdivision prior to release of the final plat for recording.
9. Responsibility for Costs.
(01) Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the
City in conjunction with the development of the Subdivision, including but not limited to Soil and
Water Conservation District charges, legal, planning, engineering and construction observation
inspection expenses incurred in connection with approval and acceptance of the plat,the preparation
of this Agreement, review of construction plans and documents, the payment of 41fines and
penalties imposed on the city as a result of non-compliance with any permit or failure to obtain
necessary permits, and all costs and expenses incurred by the City in monitoring and inspecting
development of the Subdivision.
(02) The Developer shall hold the City and its officers, employees, and agents harmless from
claims made by itself and third parties for damages sustained or costs incurred resulting from plat
approval of the Development. The Developer shall indemnify the City and its officers, employees,
and agents for all costs, damages, or expenses which the City may pay or incur in consequence of
such claims,including attorneys' fees.
(03) The Developer shall reimburse the City for costs incurred in the enforcement of this
Agreement,including engineering and attorneys' fees.
(04) The Developer shall pay, or cause to be paid when due, and in any event before any penalty
is attached, all special assessments referred to in this Agreement. This is a personal obligation of the
Developer and shall continue in full force and effect even if the Developer sells one or more lots,the
entire plat, or any part of it.
(05) The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City
may halt development and construction within the Subdivision until the bills are paid in full. Bills not
paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year.
(06) In addition to the charges and special assessments referred to herein, other charges and
special assessments may be imposed such as but not limited to sewer availability charges ("SAC"),
Municipal water connection charges, City sewer connection charges, and building permit fees.
10. General Provisions Binding Effect. The terms and provisions hereof shall be binding upon, and
inure to the benefit of the heirs,representatives, successors and assigns of the parties hereto and shall
be binding upon all future owners of all or part of the Subdivision and shall be deemed covenants
running with the land. References herein to Developer, if there be more than one, shall mean each
and all of them. This Agreement shall be placed of record so as to give notice hereof to subsequent
7
purchasers and encumbrances of all or any part of the Subdivision, and all recording fees,if any, shall
be paid by the Developer.
(02) Severable. In the event that any portion of this Agreement shall be held invalid for any
reason, the same shall not affect in any respect whatsoever the validity of the remainder of this
Agreement.
(03) Waiver. Any waiver, whether express or implied, by any party of a breach of any provision
of this Agreement will not operate as or be construed to be a waiver of any subsequent breach of this
Agreement.
(04) Construction Times. All construction activities authorized by this agreement shall be
confined to the following hours of operation:
Monday-Friday 7:00 AM until 9:00 PM
Saturday 8:00 AM until 5:00 PM (only with 48 hour advance notice to the
City Engineer or their representatives)
Sunday Not Allowed
This does not apply to activities that are required on a 24-hour basis such as dewatering, etc. Any
deviation from the above hours is subject to approval of the City Council.
(05) Street Construction. No street construction will be allowed after October 15 or prior to
May 15 unless approved by the City Engineer.
(06) Snowplowing. Until the Improvements are accepted by the City or an agreement expressly
reached in advance, the developer is responsible for snow removal and ensuring access by
Emergency Response equipment.
(07) Mailboxes. All mailboxes be clustered, and in a style and location acceptable to the City of
Elk River.
(08) Historv. Any item or condition found that indicates the site is likely to yield information
important to pre-history or history shall be reported to the city immediately, and the city reserves the
right in such event, to stop work immediately until the subdivision is appropriately investigated and
developer is authorized to recommence work.
11. Park Dedication. Park dedication requirements shall be satisfied by a combination of land and cash
as outlined in the Developer Agreement for River Park (Doc. No. 602028). Park dedication shall be based on
the following formula:
224 total acres 201.5 acres
-22.5 acres (school/fire station) -24.0 acres of wetland
201.5 acres 167.5 acres of land subject to park dedication
4.7 acres (park land) /16.75 acres (10%dedication rate) =28% (park dedication satisfied with land)
$1,425.93 (2016 park dedication rate) x 72% _ $1,026.67 per unit
The cash dedication due is $42,093.47 ($1,026.67 per unit x 41 units).
8
12. Development Plan. A development plan "Development Plan" shall be submitted by Developer
and approved by the City Engineer or his designee prior to issuance of any building permit within the
Subdivision. The Development Plan will identify, for each lot in the Subdivision those items noted on the
checklist attached as Exhibit E to this Agreement. Approval of the Development Plan may be contingent
upon soil borings verifying elevations and compaction tests for proposed house pads.
13. Landscaping. Developer shall cause the homebuilder to install two over story (deciduous) trees in
the boulevard of each Lot. All required trees shall be 2 inches in caliper.
(01) All residential landscaping requirements shall be completed prior to occupancy of the
dwelling unit, or by June 1 following occupancy if occupancy occurs October 15 through May 31.
(02) In the event the landscaping,including trees and establishment of turf,is not complete at the
time of Certificate of Occupancy, the City may issue a certificate of occupancy and require the
provision of a cash deposit from the builder of the lot to guarantee the successful completion of the
landscaping improvement. The cash deposit shall be no less than $1,000.00. The City,its employees,
agents or contractors shall have the right to go upon the property to complete the landscaping
without permission of the owner of the property or lot, and shall not be liable for trespass. The City
may also require a deposit as part of the building permit fee to secure compliance with the
landscaping requirements.
14. Surface and Groundwater Management.
(01) Dewatering. Due to the variable nature of groundwater levels and stormwater flows,it will
be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy
themselves with regard to the elevation of groundwater in the area and the level of effort needed to
perform dewatering and storm flow routing operations. All dewatering shall be in accordance with
all applicable county, state, and federal rules and regulations. DNR regulations regarding
appropriations permits shall also be strictly followed.
(02) Wetlands. If the Developer proposes the filling of wetlands in connection with development
of the Subdivision, final plat approval is contingent upon, and the final plat shall not be recorded
until, receipt of necessary permits from appropriate regulatory agencies to fill wetlands as proposed
by the Developer and approval by the Technical Evaluation Panel of the proposed mitigation plan
for wetlands filling. If these permits are denied, or approval of the wetland permit and mitigation
plan is subject to conditions which significantly impact the Subdivision, the final plat for the
Subdivision shall be resubmitted to the City Council for consideration of changes required for the
wetland approvals. The City shall receive a copy of the monitoring report annually for three years.
(03) Erosion Control. Prior to initiating any work on the site, the erosion control plan, Plan B,
shall be implemented by the Developer and inspected and approved by the City or other regulating
authority. The City may impose additional erosion control requirements if they are deemed necessary
to protect the downstream waters of the state. All areas disturbed by the grading operations shall be
stabilized per the MPCA NPDES Stormwater Permit for Construction Activity and the City MS4
permit. Seed shall be in accordance with the City's current seeding specification which will include
temporary erosion control measures to provide ground cover as rapidly as possible. All seeded areas
shall be fertilized, mulched, and watered as necessary for seed retention and growth. The parties
recognize that time is of the essence in controlling erosion. If the Developer does not comply with
the MPCA NPDES Stormwater Permit for Construction Activity, the City MS4 permit, with the
erosion control plan and schedule, or supplementary instructions received from the City or other
9
regulating authority, the City may take such action as it deems appropriate to control erosion. The
City will endeavor to notify the Developer in advance of any proposed action,but failure of the City
to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer
does not reimburse the City for any cost the City incurred for such work within ten (10) days, the
City may draw down the letter of credit to pay any costs. No development, utility or street
construction will be allowed and no building permits will be issued unless the plat is in full
compliance with the approved erosion control plan.
(04) Grading. The Subdivision shall be graded in accordance with the approved grading
development and erosion control plan, Plan B. The plan shall conform to City specifications.
Within thirty (30) days after completion of the grading and before the City approves individual
building permits (except up to three model home permits on lots acceptable to the Building Official
per section 18), the Developer shall provide the City with an "as constructed" grading plan certified
by a registered land surveyor or engineer that all storm water treatment/infiltration basins and swales,
have been constructed on public easements or land owned by the City. The "as constructed" plan
shall include field verified elevations of the following: (a) cross sections of storm water
treatment/infiltration basins; (b) location and elevations along all swales, wetlands, wetland
mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed
"conservation area" posts; and (c) lot corner elevations and house pads, and all other items listed in
the City Code. The City will withhold issuance of building permits until the approved certified
grading plan is on file with the City and all erosion control measures, including full vegetation of
entire site, are in place as determined by the City Engineer. The Developer certifies to the City that
all lots with house footings placed on fill have been monitored and constructed to meet or exceed
FHA/HUD 79G specifications. The soils observation and testing report, including referenced
development phases and lot descriptions, shall be submitted to the Building Official for review prior
to the issuance of building permits.
(05) CleanUp. The Developer shall clean dirt and debris from all streets that has resulted from
construction work by the Developer, home builders, subcontractors, their agents or assigns, until all
requirements of this agreement have been satisfied. Prior to any construction in the plat, the
Developer shall identify in writing a responsible party and schedule for erosion control, street
cleaning,and street sweeping.
(06) National Pollutant Discharge Elimination System Requirements. Prior to the
commencement of any work,the Developer shall provide a signed Storm Water Pollution Prevention
Plan for City review and approval to control erosion from the site. Because the site is over one (1)
acre, the Developer shall also apply for and obtain an NPDES permit from the Minnesota Pollution
Control Agency.
(07) Municipal Separate Storm Sewer System Requirements. All stormwater management
activities shall comply with the City MS4 permit.
15. Default.
(01) Remedies. In the event of default by the Developer as to any of the work to be performed
by it hereunder, the City may, at its option, perform the work and the Developer shall promptly
reimburse the City for any expense incurred by the City, provided the Developer, except in an
emergency as determined by the City,is first given notice of the work in default, not less than forty-
eight (48) hours in advance. This Agreement is a license for the City to act, and it shall not be
necessary for the City to seek a Court order for permission to enter the land. When the City does
any such work,the City may,in addition to its other remedies,assess the cost in whole or in part.
10
(02) Acceleration on Default. In the event Developer, or its heirs, successors or assigns,violates
any of the covenants and agreements herein contained, or fails to pay any amount due to the city,the
City, at its option in addition to its other rights and remedies, by written notice of default given to
the Developer, may declare all amounts to be paid by the Developer pursuant to this Agreement, ,
due and payable in full, with interest, immediately, or on such date as the City shall specify in its
notice of default to Developer. If Developer fails to make payment in the amount and at the time
specified in the City's notice of default to Developer, City may, at its option, draw on the security
provided by Developer pursuant to Section 8 of this Agreement and/or commence legal action
against Developer to collect the entire amount owed by Developer, including reasonable attorneys'
fees. Developer shall be personally liable for such amounts due and,if more than one, such liability
shall be joint and several.
16. Issuance of Building and Occupancy Permits.
(01) Building Permits. The City will not issue any building permit (a permit issued for
construction of a structure to be sold and occupied by a new owner) for any lot or parcel in the
Subdivision until all gas, electric, and large utilities are installed, streets are paved with the first lift of
pavement and vegetation is full established. City will not issue a certificate of occupancy (said
certificate will allow the structure to be transferred to a new owner for the purpose of permanent
occupancy) for any building constructed on any lot or parcel in the Subdivision until all
Improvements (except final lift of paving) are completed, approved by the City Engineer and
accepted by the City. Temporary certificates of occupancy may be issued for sites with model
permits; however, such certificates will not allow the structure to be transferred to a new owner for
the purpose of occupancy.
(02) Notice to Homebuyers. If the Developer fails to comply with any of provisions of this
Agreement, the City may refuse to issue a building permit or certificate of occupancy for any lot or
parcel in the Subdivision. Developer agrees to advise purchasers of any lot or parcel within the
Subdivision of the existence of this contract and the obligations and restrictions created herein prior
to the completion of the sale. Further, Developer agrees to save and hold City harmless from any
and all claims or actions arising from the right to withhold the issuance of such permits and
certificates and from other provisions hereof.
17. Model Homes.
(01) The City will issue building permits for the construction of up to three model homes on lots
approved by the Building Official prior to completion of the public and private infrastructure,
provided that access to the site for emergency vehicles is maintained at all times. Model home
building permits shall follow the standards as outlined in Section 16 (02). City will not issue a
certificate of occupancy (said certificate will allow the structure to be transferred to a new owner for
the purpose of permanent occupancy) for any building constructed on any lot or parcel in the
Subdivision until all Improvements (except final lift of paving) are completed, approved by the City
Engineer and accepted by the City. Temporary certificates of occupancy may be issued for sites;
however, such certificates will not allow the structure to be transferred to a new owner for the
purpose of occupancy.
18. Miscellaneous.
(01) Filing of Final Plat and Developer Agreement. Before construction commences on the
Improvements, the Final Plat of the Subdivision and this Developer Agreement must be filed and
11
recorded and all necessary easements shall have been conveyed to the City,unless the City authorizes
in writing the commencement of limited construction activities.
(02) Incorporation by Reference. The exhibits to this Agreement shall be and hereby are made a
part of this Agreement by reference as fully as if set forth herein in full.
(03) No Replacement. This Agreement is in addition to and is not in replacement of the terms
and conditions of the Petition for Public Improvements and Waiver of Right to Public Hearing and
Right to Object relating to the Subdivision executed by Developer.
(04) Regulatory Compliance. The Developer represents to the City that the Subdivision complies
with all city, county, metropolitan, state, and federal laws and regulations, including but not limited
to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines
that the plat does not comply, the City may, at its option, refuse to allow construction or
development work in the Subdivision until the Developer does comply. Upon the City's demand,the
Developer shall cease work until there is compliance.
(05) Third Parties. Third parties shall have no recourse against the City under this Agreement.
(06) Breach. Breach of the terms of this Agreement by the Developer shall be grounds for denial
of building permits,including lots sold to third parties.
(07) Severabilit<r. If any portion, section, subsection, sentence, clause, paragraph, or phrase of
this Agreement is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Agreement.
(08) Damage to Improvements. If building permits are issued prior to the acceptance of
Improvements, the Developer assumes all liability and costs resulting in delays in completion of
public Improvements and damage to Improvements caused by the City, Developer, its contractors,
subcontractors, material men, employees, agents, or third parties. No sewer and water connections
or inspections may be conducted and no one may occupy a building for which a building permit is
issued on either a temporary or permanent basis until the streets needed for access have been paved
with a bituminous surface, the utilities are completed, and the vegetation is established and accepted
by the City Engineer.
(09) Amendments. The action or inaction of the City shall not constitute a waiver or amendment
to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing,
signed by the parties and approved by written resolution of the City Council. The City's failure to
promptly take legal action to enforce this Agreement shall not be a waiver or release.
(10) Binding Contract. This Agreement shall run with the land and may be recorded against the
title to the property. The Developer covenants with the City, its successors and assigns, that the
Developer is well seized in fee title of the property being final platted and/or has obtained consents
to this Agreement,in the form attached hereto,from all parties who have an interest in the property;
that there are no unrecorded interests in the property being final platted; and that the Developer will
indemnify and hold the City harmless for any breach of the foregoing covenants.
(11) Insurance. The Developer and contractor shall acquire public liability and property damage
insurance covering personal injury,including death, and claims for property damage which may arise
out of the Developer's work or the work of their subcontractors or by one directly or indirectly
employed by any of them. The insurance must be maintained until six (6) months after the City has
accepted the Improvements. Limits for bodily injury and death shall be not less than $500,000 for
12
one person and $1,000,000 for each occurrence; limits for property damage shall be not less than
$200,000 for each occurrence; or a combination single limit policy of$1,000,000 or more. The City
shall be named as an additional insured on the policy on a primary and noncontributory basis, and
the Developer and contractor shall file with the City a certificate evidencing coverage prior to the
City signing the plat. The certificate shall provide that the City must be given ten (10) days advance
written notice of the cancellation of the insurance.
(12) No Waiver. Each right, power or remedy herein conferred upon the City is cumulative and
in addition to every other right, power or remedy, express or implied, now or hereafter arising,
available to City, at law or in equity, or under any other agreement, and each and every right, power
and remedy herein set forth or otherwise so existing may be exercised from time to time as often and
in such order as may be deemed expedient by the City and shall not be a waiver of the right to
exercise at any time thereafter any other right,power or remedy.
(13) Assignment. The Developer may not assign this Agreement without the written permission
of the City Council. The Developer's obligation hereunder shall continue in full force and effect
even if the Developer sells one or more lots,the entire plat, or any part of it.
19. Notices. All notices and demands specified herein shall be deemed appropriately and timely given
when delivered personally or deposited in the United States mail to the addresses hereinafter set forth by
certified mail (return receipt requested). The addresses of the parties hereto are as follows until changed by
written notice given as above:
If to the City at: City of Elk River
Attn: City Administrator
13065 Orono Parkway
Elk River,Minnesota 55330
If to the Developer at: RP3,LLC
Attn: Alan Roessler
3495 Northdale Blvd. NW
Suite 210
Coon Rapids,MN 55448
13
IN WITNESS WHEREOF,the City and Developer have caused this Agreement to be duly executed
on this day and year first above written.
CITY OF ELK RIVER
By:
John J. Dietz
Its: Mayor
By:
Tina Allard
Its: Clerk
DEVELOPER:
By:
Its: President
14
STATE OF MINNESOTA )
) ss.
COUNTY OF SHERBURNE )
This instrument was acknowledged before me this day of by
John J. Dietz and Tina Allard,the Mayor and City Clerk,respectively,for the City of Elk River,Minnesota.
Notary Public
STATE OF MINNESOTA )
ss.
COUNTY OF )
This instrument was acknowledged before me this day of by
Notary Public
This instrument was drafted by:
City of Elk River
13065 Orono Parkway
Elk River,MN 55330
15
EXHIBIT A
Resolution No.16-xx
A-1
EXHIBIT B
Legal Description
Oudot C,RIVER PARK SECOND ADDITION, according to the recorded plat thereof,
Sherburne County,Minnesota.
And
Oudot B,RIVER PARK SECOND ADDITION, according to the recorded plat thereof,
Sherburne County,Minnesota.
And
Oudot A,RIVER PARK, according to the recorded plat thereof, Sherburne County,Minnesota.
B-1
EXHIBIT C
Final Plat
C-1
EXHIBIT D
Cost Estimate Form
D-1
EXHIBIT E
Development Plan Checklist
Development Plan Requirements
1. Lot and block numbers
2. Street Names
3. Storm sewer alignment with top and invert elevations. Also Flared ends with invert
elevations
4. Centerline Street elevations at 100 foot stations with high and low points
5. Centerline street percent grades
6. Cul-de-sac percent grade along curb
7. Building setback lines
8. Final Contours
9. House pads with house style and elevations
10. Front and rear lot corner elevations
11. Spot elevations at the rear of the house pads if the drainage is to be directed around the
house pad to the front
12. Typical lot detail indicating where lot and house elevations are shown to.
13. Legend with type of house styles and grade difference for garage floor to walkouts or
lookouts.
14. Lot dimensions to the nearest foot
15. Typical street section
16. Drainage arrows at high points and major grade changes
17. Existing and proposed easements
18. Emergency overflows should be labeled and shown with spot elevations and drainage
arrows. Emergency overflows must be established for catch basins in the street and in rear
yards. Areas along rear lot lines which are below emergency overflows elevations shall be
designated as drainage easement on the final plat.
19. Wetland boundaries must be accurately shown
20. Development plan must be signed by a registered Land Surveyor or Engineer.
21. All trees within the subdivision that are to be preserved shall be fenced with a snow fence at
the drip line to prevent grading, compaction, or storage of equipment, debris or materials.
Staff shall inspect the fencing prior to grading. Cutting of trees between April 15 and July 15
shall not be permitted. The Operator shall take other measures deemed appropriate by the
Sherburne County Forester to control oak-wilt, such as, but not limited to: debarking or
destroying fallen diseased trees prior to April 15, not leaving roots exposed and avoiding
mechanical damage on remaining trees.
E-1
EXHIBIT F
Purposely left blank
H-1
EXHIBIT G
Consent of Mortgagee
I-1
EXHIBIT H
Summary of Payments Due
;$38,100.00 ;City Fees escrow deposit ;Section 8 (01)
-------------------
;$41,000.00 ;Grading/ Erosion Control/ As built escrow ;Section 8 (05)
1$13,735.00 ;Water Availability Charge !Section 8 (06)
----------------+------ ------------------- --------------+
1$9,266.00 ;Surface Water Management Fee ;Section 8 07
+ - -----------------------------------------+
;$42,093.47 ;Park Dedication Fee ;Section 11
;$144, "Total
--------------------------------------------------------------------------------------------------------------------
J-1
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
DEVELOPER/OWNER
PAXMAR
5160 VIKING BOULEVARD NW
ANOKA, MN 55303
763-753-6176
CONTACT:
KEVIN CLARK
DON JENSEN
CIVIL ENGINEER
SAMBATEK
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
FAX 763-476-8532
CONTACT: NATE HERMAN, PE
LANDSCAPING
SAMBATEK
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
FAX 763-476-8532
CONTACT: JOSH MCKINNEY, RLA
SURVEYOR
SAMBATEK
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
FAX 763-476-8532
CONTACT: RICK BLOM, RLS
for
Site Development Plans
River Park Fourth Addition
PAXMAR
Elk River, Minnesota
Presented by:
NO SCALE
VICINITY MAP
SITE
CONSULTANT CONTACT LIST:
C1.01TITLE SHEET
SHEET INDEX
SHEET DESCRIPTION
C1.01 TITLE SHEET
C2.01 BOUNDARY AND TOPOGRAPHIC SURVEY
C2.02 BOUNDARY AND TOPOGRAPHIC SURVEY
C2.03 BOUNDARY AND TOPOGRAPHIC SURVEY
C6.01 OVERALL UTILITY PLAN
C6.02 SANITARY SEWER AND WATER MAIN PLAN AND PROFILE
C6.03 SANITARY SEWER AND WATER MAIN PLAN AND PROFILE
C6.04 STORM SEWER PLAN AND PROFILE
C6.05 STORM SEWER PLAN AND PROFILE
C6.06 STORM SEWER PLAN AND PROFILE
C7.01 STREET PLAN AND PROFILE
C7.02 STREET PLAN AND PROFILE
C9.01 CONSTRUCTION DETAILS
C9.02 CONSTRUCTION DETAILS
C9.03 CONSTRUCTION DETAILS
L1.01 SOUTH LANDSCAPE PLAN
L1.02 NORTH LANDSCAPE PLAN
GEOTECHNICAL
HAUGO GEOTECHNICAL
13570 GROVE DRIVE #278
MAPLE GROVE, MN 55311
651-554-4829
CONTACT: JOHN T. CARLSON, PE
ClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMARRIVER PARKFOURTH ADDITION,ELK RIVER, MNNRHNRH/JSODSFINALPAX 20460Registration No.Date:I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly licensedprofessional ENGINEER under the laws of the state of Minnesota.If applicable, contact us for a wet signed copy of this plan which is availableupon request at Sambatek's, Minnetonka, MN office.08/08/201647982Nathan R. Herman08/08/2016NRH/JSOCITY SUBMITTALNOT FOR
CONSTRUCTION0SCALE IN FEET200400OUTLOT A, RIVER PARK, SHERBURNE COUNTY, MINNESOTAOUTLOT C, RIVER PARK SECOND ADDITION, RIVER PARK SECOND ADDITION, SHERBURNE COUNTY, MINNESOTADESCRIPTION1. Subject property's addresses and property identification numbers are as followed: Outlot A, River Park: unassigned, Elk River, MN 55330, its PID is 75-761-0010. Outlot C, River Park Second Addition: unassigned, Elk River, MN 55330, its PID is 75-799-0030.2. The bearing system is based on the Sherburne County coordinate system, NAD83 (1986 Adjust), an assumed bearing ofNorth 89 degrees 12 minutes 41 seconds West for the north line of Northeast Quarter, Section 36, Township 33, Range26. The originating monuments utilized to establish the horizontal position of this survey was the Northeast corner andthe Northwest corner of said section.3. This survey of lands are located in Sections 25, 35, and 36, Township 33, Range 26, City of Elk River, Sherburne County,Minnesota.4. The site elevations are based on MN/DOT Geodetic Stations:Fence MN141- which has an elevation of: 932.642 feet (NAVD88)Power AZ- which has an elevation of: 902.630 feet (NAVD88)5. The gross area of the subject property is 66.134 Acres or 2,880,817 Square Feet.PARCEL AREA INFORMATION:OUTLOT A: 57.185 ACRES OR 2,491,004 SQUARE FEETOUTLOT C: 8.949 ACRES OR 389,813 SQUARE FEET TOTAL: 66.134 ACRES OR 2,880,817 SQUARE FEET6. The subject property is zoned PUD, per the City of Elk River's zoning map dated 02/20/2015.7. There are no buildings on the subject property.8. A Gopher State One Call (GSOC) request was placed on 06/21/2016 for utility locates on this site and assigned GSOCTicket No. 161730250 and 161730251. The surveyor makes no guarantees that the underground utilities shown hereoncomprise all such utilities in the area, either in service or abandoned. Utility suppliers often do not respond to theserequests in the field but may provide maps, plans, and drawings in lieu of physical location. Utility information shownhereon is a compilation of the provided map information and those visible utilities and marked utilities which werelocated during the survey field work. The surveyor further does not warrant that the underground utilities shown hereonare in the exact location as indicated, although they are located as accurately as possible from the available information.The surveyor has not physically located the underground utilities. Pursuant to MS 216.D contact Gopher State One Call at(651-454-0002) prior to any excavation.9. Ground elevation data has been supplemented by LiDAR data obtained from MNTopo on 12/17/2015. Sambatekcollected field data on storm water ponds.10. Legal descriptions as shown hereon were obtained from the deed provided by the client, document no. 819090.11. This survey was prepared utilizing the First American Title Insurance Company, Title Commitment No. 537575,bearing effective date of 04/27/2016.12. The subject property lies within Flood Plain Zone X- 'Areas determined to be outside the 0.2% annual chancefloodplain', Zone X- 'Areas of 0.2% annual chance flood', Zone AE 'Base Flood Elevation determined', and RegulatoryFloodway, as depicted by shape files provided by FEMA, FIRM Map No. 27141C0385F dated 11/16/2011.13. Field work was completed on 06/24/2016.SURVEY NOTESVICINITY MAP1340181ST AVE NW169TWIN LAKES RDTWIN LAKESPKWYSITE191ST AVEC2.01BOUNDARY ANDTOPOGRAPHIC SURVEYC2.03C2.02
LIGHTSANITARY SEWERSTORM SEWERWATERMAINUNDERGROUND ELECTRICGUY ANCHORUTILITY POLEGUARD POSTUNDERGROUND COMMON TRENCHGAS METEROVERHEAD WIREBUILDING LINECONCRETE CURBBITUMINOUS SURFACECONCRETE SURFACEWET LANDSIGNPOND / WATER LINESOIL BORINGS BYNORTHERN TECHNOLOGIES INC.DECEMBER, 2003TREE LINEFOUND MONUMENTFOUND COUNTYCAST IRON MONUMENTEASEMENT LINESET MONUMENTMARKED LS 21729COUNTY SECTION LINEUNDERLYING / ADJACENT LOTTIE LINEBOUNDARY LINETRANSFORMERGAS METERCOMMUNICATIONS MANHOLEELECTRIC MANHOLEGAS MANHOLEELECTRIC METERTELEPHONE PEDESTALCABLE TV BOXGATE VALVE / HYDRANTSANITARY MANHOLESTORM MANHOLESTORM CATCH BASINFLARED END SECTIONSPOT ELEVATIONCONTOURRIGHT-OF-WAY LINELEGENDGRAVEL SURFACERIP RAPMAILBOXOUTLOT COUTLOT ACURB STOP
ClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMARRIVER PARKFOURTH ADDITION,ELK RIVER, MNNRHNRH/JSODSFINALPAX 20460Registration No.Date:I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly licensedprofessional ENGINEER under the laws of the state of Minnesota.If applicable, contact us for a wet signed copy of this plan which is availableupon request at Sambatek's, Minnetonka, MN office.08/08/201647982Nathan R. Herman08/08/2016NRH/JSOCITY SUBMITTALNOT FOR
CONSTRUCTION0SCALE IN FEET50100OUTLOT COUTLOT AC2.02BOUNDARY ANDTOPOGRAPHIC SURVEY
ClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMARRIVER PARKFOURTH ADDITION,ELK RIVER, MNNRHNRH/JSODSFINALPAX 20460Registration No.Date:I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly licensedprofessional ENGINEER under the laws of the state of Minnesota.If applicable, contact us for a wet signed copy of this plan which is availableupon request at Sambatek's, Minnetonka, MN office.08/08/201647982Nathan R. Herman08/08/2016NRH/JSOCITY SUBMITTALNOT FOR
CONSTRUCTION0SCALE IN FEET100200OUTLOT DOUTLOT AC2.03BOUNDARY ANDTOPOGRAPHIC SURVEY
SCALE IN FEET
0 200100
C6.01OVERALL UTILITY PLAN
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
FUTURE
D
S S
1.THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE
CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN.
CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS.
1.1.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY
REQUIREMENTS.
1.2.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY
PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY
AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY
SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE
LIABILITY OF CONTRACTOR.
1.3.A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION
OF 10-FEET BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN
AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS.
2.ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED
HEREIN.
2.1.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.
2.2.ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE.
2.2.1.ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40
CONFORMING TO ASTM D2665.
2.3.ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE.
2.3.1.ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN.
2.3.2.PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL
WATERMAIN JOINTS PER CITY STANDARDS.
2.4.ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH
WATER TIGHT GASKETS, UNLESS NOTED OTHERWISE.
2.2.1.ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE
PVC SCH 40 CONFORMING TO ASTM D2665.
2.3.RIP RAP SHALL BE Mn/DOT CLASS 3.
3.COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS
WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION.
4.ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR
LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS
ACHIEVED.
5.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE
TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT
PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
6.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE
ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S
PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF
CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.
7.ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY
CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6
INCHES OF TOPSOIL PLACED BENEATH THE SOD.
8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC
CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS,
FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY.
TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT
OF TRANSPORTATION STANDARDS.
9.ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER.
EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL
BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL
CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS
AND SOIL INSPECTIONS WITH THE SOILS ENGINEER.
A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY:
COMPANY: HAUGO GEOTECHNICAL
ADDRESS: 13570 GROVE DRIVE #278, MAPLE GROVE, MN 55311
PHONE: 651-554-4829
DATED: 6/6/2016
CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT.
10.EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR
ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS
AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT
ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES
AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES.
SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT
OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE
SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO
THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE
BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND
CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE.
NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR
TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING
CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE.
11.CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH
BASIN STRUCTURES TO ______________. CONTRACTOR SHALL ALLOW 5 WORKING DAYS
FOR SHOP DRAWING REVIEW.
12.CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER
REQUIRED FOR EACH STORM SEWER STRUCTURE.
13.FOR EROSION CONTROL MEASURES, PLEASE REFER TO SHEETS C5.01-C5.12 OF THE
OVERALL SITE GRADING, DRAINAGE & EROSION CONTROL PLANS.
UTILITY CONSTRUCTION NOTES
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
MISKE MEADOWS
SCALE IN FEET
0 10050
C6.02SANITARY SEWER AND
WATER MAIN PLAN AND
PROFILE
IVANHOE STREET
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
FUTURE
D
S S
900
910
920
930
940
950
890
900
910
920
930
940
950
890
SCALE IN FEET
0 10050
C6.03SANITARY SEWER AND
WATER MAIN PLAN AND
PROFILE
IVANHOE STREET
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
FUTURE
D
S S
900
910
920
930
940
950
890
900
910
920
930
940
950
890
7
2
3
4
6
5 5610
6
7
9
8
OUTLOT H
INFILTRATION
BASIN 11
BTM:922.5
OUT: 923.0
HWL: 925.1
EOF: 928.5
3+004+005+006+007+000+00
1+00 2+003+00
3+78.50
0+00
1+00
1+98.61
FUTURE 188TH AVEN
U
E
N
W
1
2
OUTLOT F
OUTLOT G
1
2
3
4
5
INFILTRATION
BASIN 9
BTM:930.5
OUT: 931.0
HWL: 933.5
EOF: 934.5
OUT
H
W
L
8+009+0010+0011+0012+000
+
0
0
1
+
0
0
2+003+003+43.440+000+31.34
0+
0
0
1+
0
0
2+00
2+37.13
FUTU
R
E
1
8
8
T
H
L
A
N
E
NW
FU
T
U
R
E
1
8
8
T
H
A
V
E
N
U
E
N
W
SCALE IN FEET
0 10050
C6.04STORM SEWER PLAN AND
PROFILE
900
910
920
930
940
950
890
900
910
920
930
940
950
890
STORM
3400
STORM 3400
STORM
2200
STORM 2200
SCALE IN FEET
0 10050
STORM 1604-1600 (1605-1602)STORM 1607-1603
STORM
1604-1600
STORM
1607-1602
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
FUTURE
D
S SIVANHOE STREETIVANHOE STREETClient Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
910
910 910
920
930930
920
3
4
2
OUTLOT D
OUTLOT E2WBP
WBP
WBP
WBP
UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
W
E
T
L
A
N
D
WETLAND BUFFER
SIGN (TYP)
B
O
T
O
U
T
INFILTRATION
BASIN 8
BTM: 919.0
OUT: 920.0
HWL: 922.3
EOF: 922.5
H
W
L
13+0014+0015+0016+000+00 0+42.17 0+001+001+56.92F
U
T
U
R
E
JO
H
N
S
O
N
S
T
R
E
E
T
N
W
1
3
1
4
2
8
8
7
4
2
3
OUTLOT D 24INFILTRATION
BASIN 6
BTM:931.5
OUT: 932.0
HWL: 934.2
EOF: 938.0
HWL
BOT
OUT
15+0016+0017+0018+0019+0020+000+
0
0 1+002+00
3+00
3+58.81 0+000+31.40NWFUTU
R
E
190TH
A
V
E
N
U
E
N
W
910
920
930
940
950
960
900
910
920
930
940
950
960
900
SCALE IN FEET
0 10050
C6.05STORM SEWER PLAN AND
PROFILE
STORM
1501-1500
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
FUTURE
D
S S
STORM
3200
STORM
1004-1000
STORM 1005-1003
STORM
1005-1003
STORM 1004-1000IVANHOE STREETIVANHOE STREETSCALE IN FEET
0 10050
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
STORM 1501-1500 STORM 3200
190TH AVENUE NW
1
2
3
4
5
6
7 3INFILTRATION
BASIN 5
BTM: 926.5
OUT: 927.5
HWL: 932.3
EOF: 934.0
BOT
OUT
HWL1+002+000+
0
0
1+00
2+00
3+004+005+006+006+39.54FUTURE GRANT STREET NW1
4
1
5
6
3
2
2
3
4
51 3WBP
WBP
GRANT STRGRANT STREET NWBOT
OUT
HWL
22+0023+0024+0025+0026+00HWL 0+001+002+002+99.100+00
1+00 2+00 3+003+92.343+004+005+006+00INFILTRATIONBASIN 7BTM:930.0OUT:931.0HWL:933.2FUTURE IVANHOE DRIVE NWFUTURE 190T
H
A
V
E
N
W
910
920
930
940
950
960
900
910
920
930
940
950
960
900
SCALE IN FEET
0 10050
C6.06STORM SEWER PLAN AND
PROFILE
SCALE IN FEET
0 10050
STORM
1304-1300
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
FUTURE
D
S S
STORM
910-900
STORM 3300IVANHOE STREETSTORM 1304-1300 STORM 910-900
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
CONNECT TO EXISTING
CATCH BASIN
IE=953.32 (FIELD VERIFY)
STORM
3300
SCALE IN FEET
0 10050
C7.01STREET PLAN AND PROFILE
IVANHOE STREET
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
FUTURE
D
S S
910
920
930
940
950
960
900
910
920
930
940
950
960
900
SCALE IN FEET
0 10050
C7.02STREET PLAN AND PROFILE
IVANHOE STREET
910
920
930
940
950
960
900
910
920
930
940
950
960
900
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
FUTURE
D
S S
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
C9.01CONSTRUCTION DETAILS
NOTE: DETAIL MODIFIED BY SAMBATEK
10'
DRAINAGE & UTILITY
EASEMENT
NOTE: DETAIL MODIFIED BY SAMBATEK
10'
DRAINAGE & UTILITY
EASEMENT
PROPERTY LINE
PROPERTY LINE
NOTE: DETAIL MODIFIED BY SAMBATEK
10'
DRAINAGE & UTILITY
EASEMENT
EXTEND TO DRAINGE & UTILITY EASEMENT LINE
*OR APPROVED EQUAL
*
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
C9.02CONSTRUCTION DETAILS
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460Registration No.Date:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
professional ENGINEER under the laws of the state of Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
08/08/201647982
Nathan R. Herman
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
C9.03CONSTRUCTION DETAILS
NOTE: ALL TRUNCATED DOMES SHALL BE RED IN COLOR.NOTE: ALL TRUNCATED DOMES SHALL BE RED IN COLOR.
SCALE IN FEET
0 #####
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
Joshua J. McKinney
Registration No.Date:
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly licensed
professional LANDSCAPE ARCHITECT under the laws of the state of
Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
5/30/1653234
L1.01SOUTH LANDSCAPE PLANJJM
TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL QTY
BE Aesculus x arnoldiana `Autumn Splendor` / Autumn Splendor Buckeye B & B 2.5"Cal 7
CA Cornus alternifolia / Pagoda Dogwood B & B 2"Cal 7
HT Crataegus crus-galli `Inermis` / Thornless Hawthorn B & B 2.5"Cal 5
BOULEVARD TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL QTY
SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal 8
BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal 5
PE Ulmus americana `Princeton` / American Elm B & B 2.5"Cal 7
GROUND COVERS CODE BOTANICAL NAME / COMMON NAME QTY
TUR MN Turf Seed MN 33-361 / Stormwater Basin Seed Mix 10,782 sf
WB- MIX Turf Seed MN 34-261 / Wetland Buffer Seed Mix 27,187 sf
TUR MN3 Turf Seed MN 35-241 / Upland Seed Mix 4,818 sf
PLANT SCHEDULE SOUTH LANDSCAPE
GENERAL NOTES:
1.THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING
CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK.
2.THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES,
REGULATIONS, AND PERMITS GOVERNING THE WORK.
4.THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND
SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR
REPLACED AT NO ADDITIONAL COST TO THE OWNER.
5.LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR
PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR
SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY
THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.
6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND
PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.
7.THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT
NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO
BEGINNING OF WORK.
8.THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST.
QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
9.THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES.
10.EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL
CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY
FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING.
11.LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED.
12.CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION.
PLANTING NOTES:
1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN
COMPLETED IN THE IMMEDIATE AREA.
2.A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE
MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION.
3.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK,"
ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL
CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS.
4.OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES.
5.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE
CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND.
6.PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS.
7.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS
SPECIFIED.
8.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED
UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION.
9.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY
THE LANDSCAPE ARCHITECT.
10.ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE.
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT
SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE
LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR
TO INSTALLATION.
11.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.
12.MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER
DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS
ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY
ON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS,
AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO
COMPLETE THE WORK SHOWN ON THE PLAN.
14.USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF
AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL
EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY
PERIOD.
14.PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM
CONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B
SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES,
CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5
AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS
INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND
ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTED
ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT
MAINTAINED IN THIS MANNER WILL BE REJECTED.
15.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 -
NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF
REPLACEMENT INCLUDING LABOR AND PLANTS.
16.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED
DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN
ADVANCE OF BEGINNING PLANT INSTALLATION.
17.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN
OFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS
17.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/1
17.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1
17.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1
17.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1
17.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20
17.6.NATIVE MIX SEEDING: 4/1 - 7/20; 9/20-10/20
18.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE.
PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE
PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE
OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING,
REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN
A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE
RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR
KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD.
19.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL
ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH
MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND
SPECIFICATIONS.
20.WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS
ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY
INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR
TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY
ARRANGEMENTS FOR WATER.
21.ALL BOULEVARD TREES SHALL RECEIVE A TREEGATOR BAG WATERING SYSTEM TO BE REFILLED TO
MEET THE WATERING NEEDS OF THE TREE.
NOTES
SCALE IN FEET
0 10050
Client Project
Designed:
Drawn:
Date Submittal / RevisionNo.
Certification Sheet TitleSummaryRevision History Sheet No.Revision
Project No.
Approved:
Book / Page:
Phase:
Initial Issue:
By PAXMAR RIVER PARK
FOURTH ADDITION,
ELK RIVER, MN
NRH
NRH/JSO
DS
FINAL
PAX 20460
08/08/2016 NRH/JSO CITY SUBMITTAL
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
Joshua J. McKinney
Registration No.Date:
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly licensed
professional LANDSCAPE ARCHITECT under the laws of the state of
Minnesota.
If applicable, contact us for a wet signed copy of this plan which is available
upon request at Sambatek's, Minnetonka, MN office.
5/30/1653234
L1.02NORTH LANDSCAPE PLANJJM
TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL QTY
BE Aesculus x arnoldiana `Autumn Splendor` / Autumn Splendor Buckeye B & B 2.5"Cal 10
CA Cornus alternifolia / Pagoda Dogwood B & B 2"Cal 8
HT Crataegus crus-galli `Inermis` / Thornless Hawthorn B & B 2.5"Cal 6
BOULEVARD TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL QTY
SG Acer freemanii `Sienna Glen` / Sienna Glen Maple B & B 2.5"Cal 12
SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal 8
BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal 14
PE Ulmus americana `Princeton` / American Elm B & B 2.5"Cal 8
GROUND COVERS CODE BOTANICAL NAME / COMMON NAME QTY
TUR MN Turf Seed MN 33-361 / Stormwater Basin Seed Mix 15,097 sf
TUR MN3 Turf Seed MN 35-241 / Upland Seed Mix 6,785 sf
PLANT SCHEDULE NORTH LANDSCAPE
TREE PLANTING DETAIL
NTS
PROVIDE & INSTALL RODENT PROTECTION
1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR
GREATER X 36" HT.. STAKE IN PLACE
INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF
THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM
TOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAIN
ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN
ORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOT
COVER TOP OF ROOT BALL WITH SOIL.
PLACE NO MULCH IN CONTACT WITH TREE TRUNK
REMOVE BURLAP, TWINE, ROPE AND WIRE FROM
TOP HALF OF ROOT BALL
BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OF
ROOT BALL
EDGE CONDITION VARIES
PLACE ROOT BALL ON UNDISTURBED OR
COMPACTED SOIL
SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND
TO BIND WITH PREPARED SOIL
PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85%
OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698
TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOT BALL DOES NOT SHIFT
DIG PLANTING PIT 4" TO 6"
DEEPER THAN ROOT BALL
UNDISTURBED
SUBGRADE
NOTE:
CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB
POSITION THROUGHOUT THE WARRANTY PERIOD. IF
STAKING IS REQUIRED BY SITE CONDITIONS,
CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1"
WEBBING AROUND TRUNK OF THREE (NO WIRE OR
CABLING TO BE USED)
WRAP TREE TRUNKS ONLY UPON APPROVAL BY
LANDSCAPE ARCHITECT
1
1
1
✓
:FgZLL M.9t,.tL.69N
Z. 66.0,
r•————————— TI-1
00
22 ——————It.—z".F---—————————-----
——————— —
U
MN A )IUVd SDVI NIMI
0
"e,
g 7,
0
F-
0
u
gig
S
0
,Z,
4,
A
1131AWI Md IWI S 11=—3 ------
VOMOL M.91,LJ.62N :F9V9 M.90.Z9.69N
ltoeeo
.6,
I/L
uo
Z.
�jz 4
21
Nil
A
CO
0
LLE —————
z r
10
47
E
z
es
Z6C 3 1
el
91
lz,g a I
3.1",76()9Z f-
1-OIN"
ca Vz 9-
a
VL
ON
Z E
3.,,Z,IVZ'
LON 6C,60Z
2
9.M69N 09 AAS1.11.69N
M.
6z00.£95
E
Lu
E
O
A n
z z
Z
0-
LL
0 0
E
rC w
wZ �zz
JW
UO - Nz-
Z
o°a
41
gyp' `Z� ro \N 22es ab.
_- I y�� /'� M.`.. '� JPS .�'�d E•
06t IN
Q s} NN
W
3.85.9 I
O "'
1 1 7 orr�aosrl
� r� „I L_941C1=ICS II$
aL-61
I„ I• - ^
-
-
orlr-t6'ffl M.9v.[0.iB- I �Ip I/
N l JIa nl
I N - rl� I L_Ob'LZl-3,46,f4S9$_�
ul
N 9 a
=r o a
orL_______
I ^Ip
____J JII � Ie N
ryo6L'BfL M,SO,L49BN -lam L
r v
ori�,' b,.I- L 60'OiL 3,i0_94.6B5 Jor�
or --
W v '
vl C o Im F,♦_____ for
y0 22 w a
ml _______d- to f(os4 r
_J I rl Ir s
orr—oo°bi m:fo.ib.e9ry-1
fL'- 3,f0,9---Jar
/o�V of loo m
r—
�I
I I
^rL___ J Al ^' 1
" r 00'abl M.ie,Le.eBN � � w I 1 !
3 1 M w L_OL_BLL-3_ig96AI9 Joie z
n o
I$ o H _
m IN ry N N l
I^ I^ I
T ti I
o1 I gl N gl
'^ L J
^I rn
r——mo'obi M,fb,L4eBBN—� Z
I I Q L—�L6f l-3,f0,96.695—_J
------------
n - >
L.--- i F of ml
af'14!_--_J I m Z
I
tY w
wZ �zz
J W
�zo
HO Nw¢
U�
Z
O
U
PoaF jooss
Zb'bCl 3w60 LLS
� •^o<L p•1� IN� L- _SCI 3_ZCO •` �<
� / SZ,L4ZBN--i mli^ ,sr
m/ vla I� I
--
m:
00'Sfl 3,62,SZ,S95-J.
•^
M,Ob,S0.L9N o ----- ---- �� ------
� 9 w str_____________
N^ 6SS I^ Z I NL_00'SSl 3_09._LOS
i
°�� fl'LSl M.Ob,S0,G9N W of n
n1 I
3,O9s0.L9s Jsr
°L_________J O
�l0'Ozl%n.os.5 = 1I 1 sr
0.G9N-I 2ml o I
C4
'�ry m/ Id I I^
h � �^ L_aa stl 3=0b,S0,L95 J n
m e
____________J Im
3 M1
2�� 69'S9l M,Ob,SO.LBN 7 i ,sr
I le
L_0058 3 09,5 r
r--- ------
W �r,
C7;:- Ss, g� of of o 9
UO
a
LL
H•.- "NN L_aosfl 3,oa,saLes_lr
3ilby�8g r----------err
Y// •xdC�p gl I S
^ ¢22 ml 00'Sfi 3.Ob,SO.GBS 1 sr
W
N
nyK iqa \` � 1�l 4• Cgsry`ov sn o
gz
-
w
�'ng yO NN o�<ff�s\c
J�rc S I
I � o�
12 1 sib! h n;;;; husput Vnvnv--� wn
0
1-7 - 0
---- -T 1
Nil 10m; LAMM, AS,; knows int;i;;Oon; w;o; Z goix
"1111m lay innng cum; Ou"arygo
Him o
din!
Witmwo mi smang Uzi
-11
LU
0 —j ;J;
LL r)
IQ
06r
41tv
CL u
,7
LU
> LU
L
ori-----_—__,—J I � � I
oriI L
r- ----------
All
E-j
ism 111 w; I i v: I n I I a No Wass homm
cog
CC w
<
131HIH I HUH111 HIM 111HHII 111H MIN mmum ymnuf m ply
amm! W! PHIM PHIPHIH:v H H 2-2-H H 1 MUM
K— W.H" WW
1 mmw 1 4mons. 11 11 in;0 N a 1; wa......
all, 55HINII MR 8HHH1 HUI mis"I wwwomm pow"! m !I;-
pill
SHMM WAR MHAIP KM MHO HHHHO 1
x OD
r) LU
- ----o _I F
------
L-----------
0 -j
U.
NV
--------- -----
L-----------J,
MIS
F---------- -
<
m o
LU ftv
> LU
I L ---
�
City"f
EIE
liver
13065 Orono Parkway
Elk River,1,4N 55330
July 12,2016
Paxmar Via Email: don.)ensen@paxmar.com
ATTN: Don Jensen
3495 Northdale Blvd #210
Coon Rapids,MN 55448
RE: River Park Fourth Addition—Preliminary and Final Plat Comment Letter
Dear Mr.Jensen,
Staff conducted a review of the materials submitted on July 30, 2016. The following comments and
recommendations are intended to bring the project in line with current city requirements and should
be addressed on future plans. It is helpful to include a response letter to the comments below.
Unaddressed comments will be incorporated into recommended conditions for Final Plat approval.
General Comments
1. Cluster all mailboxes
2. All corner lots must maintain a buildable area of 50 feet wide for all areas within approved
setbacks.
3. All single-family lots shall be a minimum of 70 feet wide at the setback line. Please amend
block two to reflect comments two and three.
4. Is the end use of the parcels along 188th Ave single-family uses outside of an HOA?
5. Two overstory trees in the boulevard area and one additional tree in the front yard of each
single-family home are required.
Engineering and Stormwater
6. Final plans should fully detail proposed street and utility improvements on plan profile
sheets.
7. Power poles are going to look out of place on a large hill. Work with power supplier to
lower the poles so they will meet adjacent grades.
8. All slopes intended to be maintained in ponding or other public spaces shall not exceed a 3:1
slope (Horizontal:vertical) 4:1 is preferred.
9. Temporary cul-de-sacs are required on all street ends.
Phone: 763.635.1000
Fax: 763.635.1090 P O W E B E 0 B r
www.ci.elk-river.mn.us [NAtURE]
10. As shown this plan proposes a dead end in excess of the allowable 700-foot city standard.
The new connection must be made out to County Road 40 through Misky Meadows before
building will be allowed along Ivanhoe Street south of Station 15+00.
11. All Emergency Overflows (EOF) must be protected with drainage and utility easements
12. All adjacent grading in Misky Meadows effecting backyard drainage, EOFs, etc. must be
completed before building construction will be allowed on the parcels in this development.
13. Provide additional detail in final plans showing intersection grades and drainage.
14. Adjacent downstream utilities needed in I\Esky Meadows must be shown as proposed within
this plan. In some instances these ae shown as existing infrastructure on this plan but those
facilities are not in place nor have they been reviewed or included in approved plans.
15. Detail the intension of the existing stormwater infrastructure north and west of CB 281.
Remove,replace, or modify as needed to provide only needed functioning infrastructure at
the end of this project.
16. Standard Plates for pedestrian ramps shall be replaced with current MnDOT plates that meet
ADA standards. Red truncated domes shall be used.
17. All sidewalk shall be placed on a 4-inch aggregate base.
18. Standard details for sewer and water services should be modified to identify the curb stop
and stubs being installed to the back side of the 10-foot front yard easement.
19. Engineering reserves the right to continue our review and provide additional comments as
identified.
20. River Park Third Addition NPDES permit may need to include this development under
`common development.'
21. Add pipe capacity and corresponding modeled cfs for all proposed stormwater pipe/routing.
22. A MIDS report is needed.
23. NPDES erosion and sediment control BMPs need to be shown in accordance with
infiltration basin requirements.
24. 45' setback requirement for all structures must be met from the OHW. Also, 1' of clearance
from EOF and all proposed low openings is required.
25. Label appropriate elevations and EOF details for the two existing wet ponds.
26. A 50 foot natural buffer or (if a buffer is infeasible on the site) provide redundant sediment
controls when a surface water is located within 50 feet of the project's earth disturbances
and stormwater flows to the surface water.
Environmental
27. The flood zone labels are switched for Zones AE and Zones X. Please correct on plans.
28. The wetland along block 9 should have a 45 ft. easement,not 25. The lots should be pushed
back at least 25 ft. from the wetland boundary so that the buffer will remain as outlot. The
buildable areas should reflect the 45 ft. buffer strip setback easement.
29. The pond on lots 1 and 2,block 9, do not appear to have the 25 ft. buffer easement and
buildable areas do not reflect the 45 ft. structure setback. Again,lots should be reduced so
that the 25 ft. buffer is in the oudot. This allows for future maintenance access.
30. Vegetation to be planted in 25 ft. buffer areas should be native wetland buffer mix.
31. The 25'wetland buffer must be signed at each property line or every 200 feet,whichever is
less.
If you have any questions I can be reached at 763.635.1035. Please address these comments on
future plans submitted to the city.
Sincerely,
Zack Carlton
Planning Manager
zcarlton@ElkRiverMN.gov
SambatekEngineering I Surveying I Planning I Environmental
Memorandum
DATE: Monday,August 08,2016
TO: Zach Carlton,City of Elk River
FROM: Dwayne Sikich,Sambatek
SUBJECT: Response to City Comments for River Park Preliminary Plan Review
(07/30/16 plan set),issued on July 12,2016
General Comments
1. Cluster all mailboxes
Cluster mailbox location shown on landscape plan,location subject to change with approval of USPS.
2. All corner lots must maintain a buildable area of 50 feet wide for all areas within approved setbacks.
Implemented. See Final Plat Setback Exhibit,Block 2 was re-designed based on dimension sketch provided by
Planning Dept.
3. All large single-family lots shall be a minimum of 70 feet wide at the setback line. Please amend block
two to reflect comments two and three.
Implemented. See Final Plat Setback Exhibit,Block 2 was re-designed based on dimension sketch provided by
Planning Dept.
4. Is the end use of the parcels along 188th Ave single-family uses outside of an HOA?
Yes,all lots fronting on 188th Avenue are FUTURE 65'-70'single family lots and do not require an HOA.
5. Two overstory trees in the boulevard area and one additional tree in the front yard of each single-
family home are required.A minimum of one overstory and one ornamental tree per lot are shown on the
landscape plans per Sec 30-934,(c). Except on Block 2,this is matching Miske Meadows.
Engineering and Stormwater
6. Final plans should fully detail proposed street and utility improvements on plan profile sheets.
The submitted plan set contains utility and street plan & profile sheets.
7. Power poles are going to look out of place on a large hill. Work with power supplier to lower the poles
so they will meet adjacent grades.
The site grading near the power poles has been revised significantly to reduce the appearance of the power poles
sitting up on unsightly hills,see sheets C4.04 and C4.05 of Site Grading,Drainage & Erosion Control Plans for Miske
Meadows and River Park Fourth Addition. Developer meeting scheduled with XCEL transmission on future amended
grades.
River Park Fourth Addition
July 26,2016
Page 2
8. All slopes intended to be maintained in ponding or other public spaces shall not exceed a 3:1 slope
(horizontal:vertical) 4:1 is preferred.
Agree,there are no slopes greater than 3:1 throughout the mass grading plan.The slopes surrounding Infiltration
Basin 8 are 4:1,see sheets C4.04 and C4.05 of Site Grading,Drainage & Erosion Control Plans for Miske Meadows
and River Park Fourth Addition.
9. Temporary cul-de-sacs are required on all street ends.
Per agreement with Engineering,all future intersecting roads with Ivanhoe Street will end at the curb radius;the
only proposed temporary cul-de-sac is at the south end of Ivanhoe Street.
10. As shown this plan proposes a dead end in excess of the allowable 700-foot city standard. The new
connection must be made out to County Road 40 through Miske Meadows before building will be
allowed along Ivanhoe Street south of Station 15+00.
Issue being worked on by Paxmar and the City regarding lots south of 15+00 once construction commences on
190th Avenue NW. Terms of such agreement will be spelled out in the Development Agreement.
11. All Emergency Overflows (EOF) must be protected with drainage and utility easements
All emergency overflows are located with drainage and utility easements as indicated on the Final Plat
12. All adjacent grading in Miske Meadows effecting backyard drainage, EOFs, etc. must be completed
before building construction will be allowed on the parcels in this development.
PAXMAR understands that ponding and drainage needed specific to lots in question for certificate of occupancy,not
building permit issuance.River Park Fourth and adjacent lots within Miske Meadows will be mass graded at the
same time. All storm sewer for each block within River Park Fourth will be constructed and outleted into completed
Infiltration Basins 8 or 11,or into temporary HDPE pipes to temporary sedimentation basins within Miske Meadows.
13. Provide additional detail in final plans showing intersection grades and drainage.
See plan view of the Street plan and Profile sheets for curb elevations at each intersection. Additional detail may
be added prior to Construction Documents.
14. Adjacent downstream utilities needed in Miske Meadows must be shown as proposed within this plan.
In some instances, these are shown as existing infrastructure on this plan but those facilities are not in
place nor have they been reviewed or included in approved plans.
All storm sewer within River Park Fourth will be constructed and outleted into completed Infiltration
Basins 8 and 11 or into temporary HDPE pipes to temporary sedimentation basins within Miske
Meadows. See Storm Sewer Sequencing Exhibit for additional clarification.
12800 Whitewater Drive, 11 Minnetonka,MN 55 343 1 763.476.6010
River Park Fourth Addition
July 26,2016
Page 3
15. Detail the intension of the existing stormwater infrastructure north and west of CB 281. Remove,
replace, or modify as needed to provide only needed functioning infrastructure at the end of this
project.
The existing catch basin,storm pipe and outlet control structure will be removed.Current stormwater design
requirements do not allow the(re-)use of the exiting storm infrastructure. The OCS structure may be salvaged by
the excavation contractor for future use offsite.
16. Standard Plates for pedestrian ramps shall be replaced with current MnDOT plates that meet ADA
standards. Red truncated domes shall be used.
Page 1 and 2 of MnDOT Standard Plan 5-297.25 Pedestrian Curb ramp Details have replaced the City of Elk River
Ped.Ramp detail in the plan set. Red domes are noted below the detail.
17. All sidewalk shall be placed on a 4-inch aggregate base.
The typical street section detail indicates a 4"aggregate base is required under all sidewalks. We have also added
the same requirement in the Division —Site Work, 02520 Concrete Sidewalk and Driveway specification section
18. Standard details for sewer and water services should be modified to identify the curb stop and stubs
being installed to the back side of the 10-foot front yard easement.
Standard sewer and water service details have been modified to end construction at the front drainage and utility
easement rather than at the right-of-way.
19. Engineering reserves the right to continue our review and provide additional comments as identified.
Understood.
20. River Park Third Addition NPDES permit may need to include this development under `common
development.'
River Park Third Addition will be entered as `common development'when the online NPDES application for River
Park Fourth and Miske Meadows application is submitted.Permit number pending.
21. Add pipe capacity and corresponding modeled cfs for all proposed stormwater pipe/routing.
See attached Storm Sewer HydrFlow Summary Report.
22. A MIDS report is needed.
The MIDS Report is contained in the Storm Water Report submitted on 07/26/2016 for both Miske Meadows and
River Park Fourth.
12800 Whitewater Drive, 11 Minnetonka,MN 55343 1 763.476.6010
River Park Fourth Addition
July 26,2016
Page 4
23. NPDES erosion and sediment control BMPs need to be shown in accordance with infiltration basin
requirements.
See Erosion Control Phase I and II Plans of Site Grading,Drainage & Erosion Control Plans for Miske Meadows and
River Park Fourth Addition and Storm Sewer Sequencing Exhibit.
24. 45' setback requirement for all structures must be met from the OHW. Also, 1' of clearance from EOF
and all proposed low openings is required.
The 45'structure setback requirement is no longer need because the existing ponds within Block 6 are being filled
in and replaced with Infiltration Basin 8. All building low openings are a minimum 1.0 feet above emergency
overflows,typical design of this project is 1.5 feet above the the ECF.
25. Label appropriate elevations and EOF details for the two existing wet ponds.
The two existing wet ponds within Block 6 are being filled in and replaced with Infiltration Basin 8.
26.A 50 foot natural buffer or (if a buffer is infeasible on the site) provide redundant sediment controls
when a surface water is located within 50 feet of the project's earth disturbances and stormwater flows
to the surface water.
Redundant sediment controls to be installed per Erosion Control Phase I and 11 Plans of Site Grading,Drainage &
Erosion Control Plans for Miske Meadows and River Park Fourth Addition
Environmental
27. The flood zone labels are switched for Zones AE and Zones X. Please correct on plans.
FEMA Zones have been verified and the two labels corrected in the Boundary and Topographic Survey.
28. The wetland along block 9 should have a 45 ft. easement, not 25. The lots should be pushed back at
least 25 ft. from the wetland boundary so that the buffer will remain as oudot. The buildable areas
should reflect the 45 ft. buffer strip setback easement.
It is our understanding that staff will allow the homes along the wetland to be constructed as designed with
original River Park development.
29. The pond on lots 1 and 2, block 9, do not appear to have the 25 ft. buffer easement and buildable areas
do not reflect the 45 ft. structure setback. Again, lots should be reduced so that the 25 ft. buffer is in
the oudot. This allows for future maintenance access. Maintenance access has been provided to all existing
ponds and proposed infiltration basins
12800 Whitewater Drive, 11 Minnetonka,MN 55343 1 763.476.6010
River Park Fourth Addition
July 26,2016
Page 5
30. Vegetation to be planted in 25 ft. buffer areas should be native wetland buffer mix.
MNDOT Seed Mix 35-241 has been specified in the 25 foot buffer areas on the landscape plans.
31. The 25'wetland buffer must be signed at each property line or every 200 feet,whichever is less.
Wetland Buffer signs are indicated on sheets C4.04 and C4.05 of Site Grading,Drainage & Erosion Control Plans for
Miske Meadows and River Park Fourth Addition.
12800 Whitewater Drive, 11 Minnetonka,MN 55343 1 763.476.6010
4%
�3(z
Oj 41 65
263 :�
99/ L-L
--------- 43
FC)F
CQ 64
ion
cu •
---92
187th,
cd
CL 00
ION
CO
rVOO
M
a- -0 r<
Ox
L. C: E SB (nit? APP
co 0 gmq)
a) ?
> 2.7 A RES
I— LAI A�x
III
Cld
CL
LA
R Ln lir
RIVER
FIRE
Memorandum
REscuE
a�RE DEPARTMENS POLICE
To: Zachary Carlton, Planning Manager
From: Elk River Public Safety
Date: August 11, 2016
Subject: Road Development around Twin Lakes
Thank you for the opportunity to give input in regards to the proposed road development to
connect the River Park Subdivision with the Twin Lakes Estates Subdivision. As you know,we are
dedicated to public safety from both law enforcement and fire service perspectives. Having only one
access point for this large of a development,as well as future developments,is not practical or
beneficial to the public that live in these areas or for emergency response to the area.
We all agree that public safety would be improved by connecting the subdivision from multiple
directions rather than just one side. Having only one access point could potentially delay response
times or could interfere with emergency operations.
Our recommendation is that Ivanhoe be connected to Twin Lakes Parkway, allowing further access
to the area for everyone.
Twin Lakes Elementary School
Daniel T. Collins
Principal
10051 191 st.Ave. NW
_ Elk River, MN 55330
763.274.7242
doniel.collins@lsd728.org
ties.e1kriver.11<12.mmus
August, 2016
Re: Road Development around Twin Lakes
Hello Zack,
I want to thank you for coming out to Twin Lakes and showing me the up
and coming developments surrounding our school. Thanks for showing me
the maps and giving me a rough timeline of events. This will be very useful
information as we prepare for the future.
After you left I reviewed the maps and do want to give you a little feedback
about the roads. Currently we have one road into this area for the schools
and the surrounding development. I feel strongly that it would be important
as you move forward to connect Ivanhoe to Twin Lakes Parkway Rd and put
in sidewalks with possibly a bike path.
Several points why I believe this;
• This would give the area two routes of entry as exits.
• This would alleviate some of the congestion that happens before
and after school on 191St Ave and onto Cleveland.
• Safety as it gives public services another entry.
• Access for kids to walk or ride bike to school.
• Gives Trout Brook families an easier way to the school.
Of course when they start on the Big part of Miske Meadows it'll be very
important to punch in the 190'h Ave and other roads that will connect to
Ivanhoe.
Thanks again for including me in this conversation!
Daniel T. Collins
INDEPENDENT SCHOOL DISTRICT 728 Our mission is to educate, inspire empower
PAAr
8/11/16
Paxmar requirements to move forward with final plat of River Park 4th
• Up to 15 building permits to be issued, the remainder held until DA and surety are sent
to the city for the improvement of 1901h St. through Miske Meadows
• 5 model permits to be given in River Park 4th
• Surety for River Park 4th will not be reduced when improvements are installed and
accepted, but will remain in full for the city to draw upon and improve 190th street to a
rural road section, if Paxmar does not improve 190th by 11/30/17
• Paxmar and city to enter into Development Agreement, final plat and post surety for
Miske Meadows addition to include 190th by 5/31/17
Alan Roessler
President
3495 Northdale Blvd.NW
Suite 210
Coon Rapids, M7V 55448