CC Staff Report 05-10-21CITY COUNCIL STAFF REPORT
Monday, May 10, 2021
Subject Approve Final Plat, Plans and Specifications and Development Contract for Deer Haven
Subdivision
Section CONSENT AGENDA Item No: D.6.
Prepared By Bob Generous, Senior Planner File No:
PROPOSED MOTION
“The City Council approves:
Final Plat for four, singlefamily lots and one outlot with a variance for the use of a private street to provide
direct access to the four lots and a variance to use the 33foot rightofway and 24foot street section subject
to the conditions of approval;
Development Contract for Deer Haven; and
Plans and Specifications for Deer Haven .”
Approval requires a Simple Majority Vote of members present.
SUMMARY
The applicant is requesting final plat approval for four lots and one outlot for a singlefamily subdivision as well as
approval of the development contract and project construction plans and specifications .
BACKGROUND
On January 11, 2021, the Chanhassen City Council approved:
A. The ordinance rezoning the property from Rural Residential District (RR) to SingleFamily Residential
(RSF) contingent on final plat approval; and
B.Preliminary plat approval to create four lots and one outlot with a variance for the use of a private street to
provide direct access to the four lots and a variance to use the 33foot rightofway and 24foot street section.
DISCUSSION
The applicant is requesting subdivision review to create a fourlot, singlefamily residential development. Access will
be a public street within existing city rightofway out to Yosemite and a private street from this street into the
development accessing the individual home sites. Subject to compliance with the conditions of approval, the proposed
development meets zoning and subdivision regulations and requirements and is consistent with the Comprehensive
Plan.
CITY COUNCIL STAFF REPORTMonday, May 10, 2021SubjectApprove Final Plat, Plans and Specifications and Development Contract for Deer HavenSubdivisionSectionCONSENT AGENDA Item No: D.6.Prepared By Bob Generous, Senior Planner File No: PROPOSED MOTION“The City Council approves:Final Plat for four, singlefamily lots and one outlot with a variance for the use of a private street to providedirect access to the four lots and a variance to use the 33foot rightofway and 24foot street section subjectto the conditions of approval;Development Contract for Deer Haven; andPlans and Specifications for Deer Haven .”Approval requires a Simple Majority Vote of members present.SUMMARYThe applicant is requesting final plat approval for four lots and one outlot for a singlefamily subdivision as well asapproval of the development contract and project construction plans and specifications .BACKGROUNDOn January 11, 2021, the Chanhassen City Council approved:A. The ordinance rezoning the property from Rural Residential District (RR) to SingleFamily Residential(RSF) contingent on final plat approval; andB.Preliminary plat approval to create four lots and one outlot with a variance for the use of a private street toprovide direct access to the four lots and a variance to use the 33foot rightofway and 24foot street section.DISCUSSIONThe applicant is requesting subdivision review to create a fourlot, singlefamily residential development. Access willbe a public street within existing city rightofway out to Yosemite and a private street from this street into thedevelopment accessing the individual home sites. Subject to compliance with the conditions of approval, the proposed
development meets zoning and subdivision regulations and requirements and is consistent with the Comprehensive
Plan.
RECOMMENDATION
Staff recommends approval of the final plat subject to the conditions of approval in the staff report, the development
contract, and construction plans and specifications.
ATTACHMENTS:
Staff Report
Final Plat
Construction Plans
Development Contract
CITY OF CIIANIIASSBI'I
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
MEMORANDUM
TO Laurie Hokkanen, City Manager
Bob Generous, Senior Planner
May 10,2021
FROM:
DATE:
SUBJ:Deer Haven - Final Plat; Plans and Specifications; and Development Conract
Planning Case #2020-22
The applicant is requesting final plat approval for four lots and one outlot for a single-family
subdivision as well as approval ofthe development contract and project construction plans and
specifications.
BACKGROI,]I\D
On January 11,2021, the Chanhassen City Council approved:
A. The ordinance rezoning the property from Rural Residential District (RR) to Single-
Family Residentiat (RSF) contingent on final plat approval; and
B. Preliminary plat approval to create four lots and one outlot with a variance for the use of
a private street to provide direct access to the four lots and a variance to use the 33-foot
right-of-way and 24-foot street section.
PH 952.227.1100. www.ci.chanhassen.mn.us. FX 952.227.1110
PROPOSED MOTION:
"The Chanhassen City Council approves:
o Final Plat for four single-family lots and one outlot with a variance for the use ofa
private street to provide direct access to the four lots and a variance to use the 33-foot
right-of-way and 24-foot street section subject to the conditions ofapproval;r Development Contracl for Deer Haven; and
r Plans and Specifications for Deer Haven."
11OO IYARKET BOIJLEVARD .PO BOX I47. CHANHASSEN . MINNESOTA 55317
EXECTITIVE SUMMARY
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page2
SUBD IVISION REVIEW
GRADING
The applicant is requesting suMivision review to create a four lot, single-family residential
development. Access will be a public street within existing city right-of-way out to Yosemite and a
privatc street from this street into the development accessing the individual home sites.
E,XISTING CONDITIONS
The site is 2.81 acres and currently has an existing single-family residence that is being proposed
to remain with the development of the subdivision. The applicant has provided an existing
conditions survey which is used to supplement all construction plans and designs that is
generally in conformance with the requirements of Sec. I 8-40. The applicant also provided an
iccurate soil report indicating soil conditions and other requirements of Sec. 1 840.(2)h.. The
soil report included boring logs for key areas including along the proposed alignment ofthe
public and private streets and near areas proposed for stormwater infiltration.
.\--.7':-
2
5
$
I
-v
Erosion Prevention and Sediment Control
I
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contact, and Plans & Specifications
May 10,2021
Page 3
The proposed development will exceed one (l) acre of disturbance and will, therefore, be subject
to the General Permit Authorization to Discharge Stormwater Associated with Construction
Activiry Under the National Pollution Discharge Elimination/State Disposal System (NPDES
Construction Permit).
The applicant shall submit the full SWPPP document to the city for review prior to grading on
site. No earth-disturbing activities may occur until the SWPPP is updated with all required
information. This SWPPP shall be a standalone document consistent with the NPDES
Construction Permit and shall contain all required elements as listed in Parts III and IV of the
permit.
STREETS
The property being proposed to be subdivided (6480 Yosemite Avenue) is currently served by an
approximate lo-foot wide private driveway had from Yosemite Avenue which extends through
unimproved right-of-way (Tacoma Trail). The applicant is proposing to remove the driveway
and eitend a public street from Yosemite Avenue within the unimproved Tacoma Trail right-of-
way and then construct a private street from the public street extension to serve all four lots
within the proposed subdivision. A small rectangle ofpublic roadway easement is required to be
obtained from the property owner due north of this subdivision in order to construct the public
street (see image below). Obtaining this easement is a requirement of the applicant, and a draft
qrsement document has been created and reviewed by the City Attomey. The property owner to
the north has been engaged and had their own attorney review the easement. Official recording
of this easement is a subject condition of the final plat.
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 4
,
t_
6
$
-a_---.
I
a I l_l-
I
III
!
t
, -'lrlill)
..1
$
&
\.
I
Illt
lt
I
I
Ii
a
!,i
I
\
Rcquircd public roadway
aasdnr]l h ordrr to
construcl pr$lic slraat
- ]-*r1
i
a
Staff finds that the use of a private street is in general accordance with city's Code of Ordinances
(Ordinances), Sec. I 8-57. While public right-of-way is abutting and adjacent to the property
being developed, the prevailing development pattem makes it unfeasible to construct a standard
width public street in accordance with current Ordinances due to the inadequate existing width of
the unimproved right-of-way (33 feet wide). Conversely, if the applicant was to extend the
public stieet from the end of Wood Duck Lane, which does have adequate right-of-way width, it
would fiyther exacerbate a non-conforming cul-de-sac lenglh which is already approximately
1100 feet in lenglh. As such, the applicant is requesting a variance from the standard right-of-
way and street width outlined in Sec. I 8-57. The variance request is to build a 24-foot wide
public street within the existing 33-foot wide right-of-way. Additionally, as there are no other
properties that take direct access to the proposed street, coupled with the street width variance, it
is proposed to adopt a resolution prohibiting parking along fiis portion ofthe proposed public
striet. Engineering and Public Works staff have evaluated the alternatives and finds that the
proposed variance to extend a public street within the unimproved po(ion Tacoma Trail right-of-
way is the most practicable and adequate altemative due to the existing constraints. The
applicant supplied with the final plat submittal cross-section details for the public street, has
N
a
t
I
I
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 5
accounted for drainage of the street, and has designed an adequate tum-around. Lastly, updated
construction plans have shown the locations of proposed street lights in accordance with Sec. l8-
78.(bX7).
..+
-i'-.*
LEGEND
Tacoma Trl Extenslon
Existing Wood Duck Ln (-1100')
Wood Duck Ln Extenslon
Prlvate Street Extenslon
Proposed
Subdivision
As the proposed development will have common sections of the private sreet that will serve two
units oi more with a density of less than four units per acre, the private street shall: be built to a
seven-ton design, paved to be a width of20 feet, utilize a maximum grade often percent, and
provide a tumaround area acceptable to the fire marshal based upon guidelines provided by
applicable fire codes and Ordinances. It is recommended that a Homeowners Association be
formed and the declarations address the maintenance responsibilities and associated costs of
repairs for the private street.
N
o
t
a lt
:-l
.1r
It
\'
-J !lr-7 ,I
\_'o,
ilt-*r}t'1.t I
.;
. i5l!-
6-}-
$"
-.f
I
_IT7:
_T \::
I
'l
\\ltt'
J
L-
L*e r-ucy nd
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 6
GRADING AND DRAIN E
The portion ofthe site which accommodates the three new homes slopes gradually to the north,
whili the portion of the site with the existing home proposed to remain has steep slopes with
gradient to the south. Grading for the development is being proposed over two phases; the first
phase will grade areas associated with the public and private streets, the public utilities, the
itormwater basins and the area where sanitary sewer will be extended from the west through
unimproved right-of-way; the second phase was shown on to illustrate feasibility and provides
custom graded walkout lots. It appears drainage will be routed away from building pads and
through backyards ofthe future lots via a swale which then directs overland flow towards a
propoied stormwater basin on the most northem lot (Lot 1), while the front yards and road will
ih"it d*in to the stormwater basin on the east side of the private street (northeast comer of
Outlot A). Drainage arrows provided on the plans further illustrate these drainage pattems'
Lastly, all recommendations from the geotechnical report shall be adhered to, and a geotechnical
engineering firm shall be on-site during grading operations as required to ensure the city's
StanaarO Specifications and Detail Plates are adhered to along with any Minnesota Building
Code requiiements. If groundwater is encountered during grading the grades shall be adjusted to
maintain a three-foot separation from the bottom floor elevation and adhering to the
recommendations of the soil engineer on site. Changes to grades shall be submitted to the city
for review and approval.
RE TAINING WALLS
The applicant is proposing three retaining walls within the subdivision to accommodate potential
walkout designs lorihe custom graded lots, as discussed above in "Grading and Drainage" . The
height of anyretaining wall is measured from the top of the wall to the bottom of the footing (not
to th. top ofgrade). As proposed, one retaining wall will have a height greater than four (4) feet.
Walls over four feet in height shall be constructed in accordance with plans prepared by a
DRAINAGE AND UTILITY EASEMENTS
The final plat provided illustrates mostly typical public drainage and utility easements (D&U)
along the proposed subdivision's lot lines with five-foot D&U along the side lot lines and 10-
foot b&U along the front and rear lot lines. There is a portion of D&U abutting the front lot
lines oflots 1 and 2 along with the northeast comer oflot 3 that extends seven additional feet (a
total of 1 7 feet wide) in order to provide proper widths to maintain the sanitary sewer. The
applicant has proposed the creation of Outlot A to cover the private street along with portions of
untevelopable land abutting the street to the east. D&U within outlot A has been proposed only
over portions required to maintain the public portion of the water main and services' Lastly, an
encroachment agreement for all existing and proposed structures within public D&U or right-of-
way shall be filed concurrently with the recording of the final plat. Based on the plans, this
inciudes an existing retaining wall on Lot 4 and a proposed private storm sewer pipe north ofLot
t.
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 7
As proposed it appears the development will not exceed one (1) acre ofland disturbance and
will, therefore, not be subject to the General Permit Authorization to Discharge Stormwater
Associated with Construction Activity Under the National Pollution Discharge Elimination/State
Disposal System (NPDES Construction Permit). As such, an Erosion and Sediment Control Plan
(ESCP) in accordance with Ordinances is required for the grading operations ofthe subdivision
as more than 5,000 square feet of land is being disturbed. The applicant provided an ESCP along
with a Stormwater Pollution Prevention Plan (SWPPP), and overall the plans appear feasible and
in accordance with Sec. 19-145.
SANITARY S EWERAND WATER MAINS
The proposed subdivision has access to a 6" DIP public water main that is located within
abutting unimproved right-of-way north of the property (Wood Duck Lane), however no public
sanitary sewer main abuts the development. As such, the developer will be required to extend
the sanitary sewer main located 150 feet west (Wood Duck Lane cul-de-sac) of the
development's northwest property comer in order to serve the site' Based on the plans, the
applicant is proposing to extend both ofthese public utilities into the subdivision to serve the
newly created lots, as seen below.
\
&
$r'
I
LEGE{O
E t{EW SANTARY rAfl
a- 1{Ew WATER llAl}t Wood Duck Lane
l
registered engineer and shall be constructed of a durable material (smooth face concrete,
masonry/mortared, railroad ties and timber are prohibited).
EROSION PREVENTION AND SEDIMENT CONTROL
I
I
I
I
STORMWATER MAN AGEMENT
The proposed alignments of the extended public utilities are in general conformance with city
Staniard Specifiiations. However, it appears sanitary service lateral depths for Lots 2 and 3 will
not meet city standards as proposed. The applicant shall lower proposed MH 04-133 to attain the
required minimum nine-foot depth of sanitary lateral at the property line per Detail #2001'
All newly installed public utilities will be required to adhere to the City of Chanhassen's
Standard Specifications and Detail Plates, which will be the goveming specifications for said
improvements. Upon acceptance by City Council, the sanitary sewer and water mains will
become publicly owned and maintained.
The existing home's water service lateral is proposed to remain and not be tied into the newly
proposed water main, which may have been beneficial to the water quality for the subdivision as
ihe newly created extension dead ends. The existing home's sanitary sewer service is proposed to
remain as well.
Lastly, prior to commencement of any utility work, a copy of all required permits from the
appropriate regulatory agencies shall be provided to the city which shall include but is not
limitea to the Minnesota Department of Health, Metropolitan Council Environmental Services,
and the Minnesota Pollution Control Agency'
Article VII, Chapter 19 of City Code describes the required stornwater management
development standards. Section 19-141 states that "these development standards shall be
reflectid in plans prepared by developers and/or project proposers in the design and layout of site
plans, subdivisions and water managemenl featues." These standards include abstraction of I .0
inch of runoff from the new impervious surfaces created by the project and water quality
treatment resulting in the removal of90% total suspended solids (TSS) and 60% total
phosphorous (TP). The applicant will need to work with Minnehaha Creek Watershed District
(MCWD) and the city in order to meet all the requirements'
The proposed site generally consists of reconstructing the existing driveway to a road, preparing
three pads for future houses and associated utilities and stormwater treatment. The backyards of
future lots will have a swale directed towards a bioretention basin within the north lot. The front
yards and road sheet drain to a bioretention basin on the east side ofthe road. Both basins
outflo*s are directed to the wetland on the north side ofthe site. The south existing lot has a
biofiltration basin in the front to capture additional runoffgoing to the south. The expanded
driveway to be road width within the city right-of-way (ROW) will have curb and be captured in
y Avenue, which is directed to regional treatrnent. The modeling was done for the full build out,
even though Phase one grading for the road only is currently being done. All proposed rates
meet or reduce rates from existing conditions. All runoff generally maintains the same pattem in
each direction and rates are met in each direction for the proposed property, some ofthe city
ROW street project may not meet rates as the city plans to treat downstream of the site. Almost
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 8
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 9
all the new impervious areas are captured and treated before leaving the site. Each lot has an
assumed impervious area of 4,050 sf.
Overall, the proposed Stormwater Management Plan for the Deer Haven project provides an
improved solution for the conveyance of stormwater on this site. The infiltration basin will
captue runoff and provide additional rate control, volume control, and water quality treatment
on the site.
STORMWATER UTILITY CONNECTION CHARG ES
Section 4-30 of City Code sets out the fees associated with surface water management. A water
quality and water quantity fee are collected with a suMivision. These fees are based on land use
type and are intended to reflect the fact that the more intense the development type, the greater
the degradation of surface water.
This fee will be applied to the new lots of record being created. The fees will be assessed at the
rate in effect at that time; 2021 rutes are $8,660.00 per acre.
ASSESSMENTS
Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be
assessed at the rate in effect at that time; 2021 rates for partial hookup fees are $691 .00 per unit
for sanitary sewer and $2,476.00 per unit for water. The remaining partial hookups fees are due
with the building permit.
Fees
Based on the proposal the following fees would be collected with the development contract:
a) Administration Fee: The improvement costs are $168,637.00 and are less than $500,000'
thus 3% of the improvement costs: $5,059.11
b) Surface Water Management Fee ($8,660.00/ac re): $9,257 .54
WETLANDS AI{D BUFFERS
One wetland was identified and delineated on and near the property. The wetland is classified as
Type l, seasonally flooded basin. 0.03 acres ofthe wetland exist on the subject property,
however initial plans show that none of this area is anticipated to be impacted by the project. If
any wetland impacts are proposed going forward a wetland replacement plan would need to be
approved through the Wetland Conservation Act permitting process.
On additional area was investigated as part ofthe wetland delineation. The area, in the southeast
comer of the lot, was determined to be upland. The on-site TEP review concurred with this
determination.
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page l0
c) A portion ofthe water hook-up charge ($2,392.00/unit): $7'428.00
d) A portion ofthe sanitary sewer hook-up charge ($691.O0/unit): $2'073.00
e) Park Dedication Fee ($5,800/dwelling): $17,400.00
f) GIS Fees ($100 for the plat plus $30 per parcel): $190.00
g) Street Lighting charge ($300flight): $300.00
h) Final plat process (review and recording ofPlat and DC): $450'00
DEVELOPMENT CONTRACT
The developer of the property is Schaefco Development. The owner of the property is Ken Ashfeld
and Barbara Bersie-Ashfeld
Fees
Based on the proposal the following fees would be collected with the development contract:
a) Administration Fee: The improvement costs are $168,637'00 and are less than $500,000,
thus 3% ofthe improvement costs: $5,059.1 I
b) Surface Water Management Fee ($8,660.00/acre): $9,257 .54
c) A portion ofthe water hook-up charge ($2,392'00/rmit): $7,428.00
d) A portion ofthe sanitary sewer hook-up charge ($691.O0/unit): $2'073.00
e) Park Dedication Fee ($5,800/dwelling): $17,400.00
f) GIS Fees ($ 100 for the plat plus $30 per parcel): $ 190.00
g) Street Lighting charge ($300/light): $300.00
h) Final plat process (review and recording of Plat and DC): $450.00
& SPECIFICATIONS
REVIEW CO NDITIONS OF PROVAL
Building:
PLANS
The applicant has also submitted detailed construction plans and specifications for staff review
and Clty Council approval. Staff has reviewed the plans and specifications and finds the plans still
need some minor modifications. Staff requests that the City Council grant staffthe flexibility to
administratively approve the plans after working with the applicant's engineer to modifu the plans
accordingly. The plans and specifications are available for review in the Engineering
Department.
Building plans must provide sufficient information to verifr that proposed building meets all
requirements of the Minnesota State Building Code; additional comments or requircments
may be required after plan review.
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page I I
*This condition still applies.
2. A building permit must be obtained before beginning any construction.
*This condition still applies.
3. Retaining walls more than four feet high must be designed by a professional engineer and a
building permit must be obtained prior to construction.
*This condition still applies.
4. If any soil corrections are done on the property, a final grading plan and soil report must be
submitted to the Inspections Division before permits will be issued.
*This condition still applies.
Engineering:
1. The applicant shall provide an updated existing conditions survey in conformance with the
requirements of Sec. 18-40, which shall include (but is not limited to): location of buildings
and easements to a distance 150 feet beyond the suMivision boundaries; topographic data
100 feet beyond the property boundary, with associated contours; boundary lines of
adjoining platted or subdivided land, within 150 feet, identified by name and ownership, etc.
*This condition has been met.
2. An accurate geotechnical report indicating soil conditions, permeability and slope shall be
provided upon submittal offinal plat (Sec. 1840.(2)h.). The soil report shall include boring
logs for key areas including along the proposed alignment of the private sreet and near
areas proposed for stormwater infiltration.
+This condition has been met
3. A roadway easement from PID 254150012 is required in order to construct the public street.
The easement shall be reviewed and approved by the city and shall be recorded either prior
to or concurrently with the final plat.
*This condition still applies
4. The applicant shall supply cross-section details and plans for the public street, account for
public drainage, and the design ofan adequate tum-around at the end ofthe public street.
*This condition has been met.
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 12
5 . The applicant shall provide the locations of proposed street lights for review and approval
by the City Engineer.
*This condition has been met.
6. The applicant shall update the final plat to include drainage and utility easements within
Outlot A only over the public utilities (not the entire Outlot) as required for adequate
maintemnce, repair and replacement.
7. Drainage arrows throughout the construction limits shall be shown upon submittal of final
plat and final construction plans.
*This condition has been met.
8. The applicant shall provide updated grading ptans in conformance with the requirements of
Sec. 1840.(4)d. which shall include (but is not limited to): the appropriate scale, lowest
floor elevations ofbuildings (proposed and existing), emergency overflow routes, stockpile
locations, etc.
9. The applicant shall update the erosion and sediment control plan in conformance with the
requirements listed rmder Sec. 19-145.(a)(2) and resubmitted for review and approval with
the submission of the final construction plans.
*This condition has been met.
10. If a 6" main will supply adequate fire flows and pressures to the newly formed suMivisiorl
the main shall be downsized accordingly.
*This condition has been met.
I 1. Upon acceptance by City Council, the sanitary sewer and water mains will become publicly
owned and maintained.
*This condition still applies.
12. As the preliminary plans indicate that the existing home's sanitary sewer service, which
extends to the west between 1671 and 1681 Pintail Circle, may be located outside the
prescribed easements, the applicant will be required to either expand the easement area to
encompass the lateral in ie entirety, or, verifo that the existing alignment is in fact within the
*This condition has been met.
+This condition has been met.
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 13
easement, or, connect the existing home to the newly extend sanitary sewer. Updated plans
shall be provided illustrating the approach taken for review and approval by the city'
I . The applicant shall lower proposed MH 04- l 33 to attain the required minimum nine-foot
depth of sanitary lateral at the property line per Detait #2001.
2. The private street shall b€ owned and maintained by the benefiting properties
3. The newly installed stormwater facilities and appurtenances shall be owned and maintained
by the benefiting properties.
4. Encroachment agreements for all existing and proposed structures within public D&U or
ROW shall be filed concunently with the recording ofthe final plat'
5. The applicant shall apply for and obtain permits from the appropriate regulatory agencies, as
necessary, i.e. Mirmehaha Creek Watershed District, Carver County, Minnesota Pollution
Control Agency, Minnesota Department of Natural Resources, Army Corps of Engineers,
etc. and comply with their conditions of approval.
6. The applicant shall enter into a Development Contract with the city and pay all the
applicable fees and securities prior to recording of final plat'
7. The applicant and their engineer shall work with city staff in amending the construction
plans, dated May 3, 2021 prepared by Todd Mclouth, PE with Loucks to frrlly satis! staff
concerns. Final construction plans will be subject to review and approval by staff.
8. A geotechnical engineering firm shall be on-site during grading operations as required to
ensure conformance to city Standards and Specifications and all Minnesota Building Codes.
9. The applicant shall provide an operation and maintenance plan (O&M) for the private
stormwater BMPs. The O&M of private stormwater BMPs is required in perpetuity and
must be approved by the Water Resources Coordinator, or their designee, to be recorded
against the benefiting properties. It is recommended that a Homeowners Association be
formed and the declarations address the maintenance responsibilities and associated costs of
*This condition has been met.
13. The applicant shall provide updated utility plans upon submittal of the final plat and final
construction plans that include profile views for review and approval by the city'
*This condition has been met.
Based on review of the final plat documents, staff recommends the following conditions be added:
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 14
repain and maintenance of the private stormwater facilities. All conditions, comments, and
applicable permits required by Minnehaha Creek Watershed District shall be adhered to.
Environmental Resources:
l. The applicant shall verifi tree removal within the grading limits and revise tree preservation
calculations before final approval. Trees shown within grading limits may not be counted as
preserved.
*This condition has been met.
2. Tree preservation fencing must be installed at the edge of grading limits prior to any grading
activities.
*This condition still applies.
3. RectiS discrepancy of trees 26-28 on plan sheets C1-2 (demolition) and L1-1 (tree
canopy).
I . The road width proposed of 24 feet would require No Parking Fire Lane signs on both sides.
*This condition still applies.
2. The private road will need to follow City of Chanhassen Code for Private Roads, including a
tumaround for emergency vehicles.
*This condition has been met.
3. The applicant shall submit a street name for the private strect for city review and approval.
*This condition has been met (Yosemile tane).
Parks:
Full park fees in lieu of parkland dedication and/or trail construction shall be collected. The
park fees shall be collected in full at the rate in force upon final plat submission and
approval.
*This condition shall be modified as follows: Parks fees of$17,400.00 (3 x $5,800) forthe
three new lots shall be paid prior to recording the final plat.
Fire:
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 15
Planning:
I . The front lot line for tnts l, 2 and 3 shall be the easterly property line.
*This condition still applies.
2. An access and maintenance agr€ement for the private street shall be recorded with the plat.
*This condition still applies.
CO MPLIANCE TABLE
Setbacks: Front - 30 ft., side - l0 ft., rear - 30 ft.
Hard Coverage: 25%
R-ECO MMENDATION
Staff recommends approval ofthe final plat subject to the following conditions of approval and
the development contract and construction plans and specifications:
Building:
l. Building plans must provide suffrcient information to verif that proposed building meets all
requirements of the Minnesota State Building Code; additional comments or requirements
may be required after plan review.
2. A building permit must be obtained before beginning any construction'
Area (sq.
fr.)
Frontrge
(ft.)
Depth
(fr.)
Coverage
sq.Ft.Notes
Code
(RSF)15,000 100 *125 3,750
Lot 1,
Block 1
r 6,45 5 121 178 4,114 0.38 acres comer lot
Lot 2,
Block I 15,079 100 151 3,770 0.35 acres
Lot 3,
Block 1
15,044 107 t37 3,761 0.35 acres
Lot 4,
Block I 49,504 259 194 12,376 1.14 acres; existing house
Outlot A 0.6 acres, private street
ROW 0
Total 122,379 2.81 acres
26,297
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 16
3. Retaining walls more than four feet high mus be desigred by a professional engineer and a
building permit must be obtained prior to construction.
4. If any soil corrections are done on the property, a final grading plan and soil report must be
submitted to the Inspections Division before permits will be issued.
Engineerin gA ater Resources:
1. A roadway easement from PID 254150012 is required in order to construct the public street
The easement shall be reviewed and approved by the city and shall be recorded either prior
to or concurrently with the final plat.
2. Upon acceptance by city council, the sanitary sewer and water mains will become publicly
owned and maintained.
3. The applicant shall lower proposed MH 04-133 to attain the required minimum nine-foot
depth of sanitary lateral at the property line per Detail #2001'
4. The private street shall be owned and maintained by the benefiting properties.
5. The newly installed stormwater facilities and appurtenances shall be owned and maintained
by the benefiting properties.
6. Encroachment agreements for all existing and proposed structures within public D&U or
right-oGway @OW) shall be filed concunently with the recording of the final plat.
7. The applicant shall apply for and obtain permits from the appropriate regulatory agencies, as
necessary, i.e. Minnehaha Creek Watershed District, Carver Comty, Minnesota Pollution
Control Agency, Minnesota Deparunent ofNatural Resources, Army Corps of Engineers,
etc. and comply with their conditions of approval.
8. The appticant shall enter into a Development Contract with the city and pay all the
applicable fees and securities prior to recording of final plat.
9. The applicant and their engineer shall work with city staff in amending the construction
plans, dated May 3, 2021, prepared by Todd Mclouth, PE with loucks to frrlly satisfu staff
concems. Final construction plans will be subject to review and approval by staff.
10. A geotechnical engineering firm shall be on-site during grading operations as required to
ensure conformance to city Standards and Specifications and all Minnesota Building Codes.
1 1 . The applicant shall provide an operation and maintenance plan (O&M) for the private
stormwater BMPs. The O&M of private stormwater BMPs is required in perpetuity and
must be approved by the Water Resources Coordinator, or their designee, to be recorded
Laurie Hokkanen, City Manager
Deer Haven Final Plat, Development Contract, and Plans & Specifications
May 10,2021
Page 17
against the benefiting properties. It is recommended that a Homeowners Association be
formed and the declarations address the maintenance responsibilities and associated costs of
repairs and maintenance of the private stormwater facilities. All conditions, comments, and
applicable permits required by Minnehaha Creek Watershed District shall be adhered to.
Environmental Resources :
1 Tree preservation fencing must be installed at the edge of grading limits prior to any grading
activitles
2. Recti$ discrepancy of rees 26 - 28 on plan sheets Cl-2 (demolition) and Ll-l (nee
canopy).
Fire
I The road width proposed of24 feet would require No Parking Fire Lane signs on both sides.
l. Park fees of $17,400.00 (3 x $5,800) for the three new lots shall be paid prior to
recording the final plat.
g:\plan\2020 plaming casesuo-22 6480 yos€mite avenue (deer haven) subvinal pl.t\deer haven final plat dc and plans and specs rpt.docx
Parks:
Plenning:
l. The front lot line for Lots l, 2 and 3 shall be the easterly property line.
2. An access and maintenance agreement for the private street shall be recorded with the plat.
ATTACHMENTS
l. Final Plat
2. Construction Plans
3. DevelopmentContract
LOUCKS
BEING 5 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED AND ADJOINING LOT LINES, AND
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED, AND ADJOINING RIGHT-OF-WAY
LINES, AS SHOWN ON THE PLAT.
DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:
(NOT TO SCALE)
THE EAST LINE OF THE SE 1/4 OF THE NE 1/4 OF
SEC. 3, TWP. 116, RGE. 23, HAS A BEARING OF
S01°40'27"W.
DENOTES 1/2 INCH IRON MONUMENT
FOUND, UNLESS OTHERWISE SHOWN
DENOTES FOUND CARVER COUNTY
CAST IRON MONUMENT
DENOTES 1/2 INCH X 14 INCH IRON
MONUMENT SET, MARKED "LS 48988"
SECTION 03, TOWNSHIP 116, RANGE 23,
CARVER COUNTY, MINNESOTA
WOOD
SITEVICINITY MAP
N
NOT TO SCALE
C.R. DOC. NO.
PLAT FILE NO.
SCALE IN FEET
0 40
N
DUCK
LANE YOSEMITEAVEKNOW ALL PERSONS BY THESE PRESENTS: That Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wife, owners of the following described property situated in the County of
Carver, State of Minnesota, to wit:
That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of
said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660.00 feet North of the Southeast
corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence
Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.00 feet Westerly from the point of beginning; thence Easterly along said North
line 198.00 feet to the point of beginning, except the North 50.00 feet thereof.
Have caused the same to be surveyed and platted as DEER HAVEN, and does hereby dedicate to the public for public use the he drainage and utility easements as created by this plat.
In witness whereof said Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wife, have hereunto set their hands this _______ day of _________________________, 20______.
______________________________________ ______________________________________________
Kenneth Ashfeld Barbara Bersie-Ashfeld
STATE OF MINNESOTA
COUNTY OF ____________________
The foregoing instrument was acknowledged before me this _______ day of _________________________, 2020, by Kenneth Ashfeld and Barbara Bersie-Ashfeld.
______________________________________ ______________________________________________
Signature Printed Name, Notary
Notary Public, ____________________ County, ___________________
My Commission Expires ________________________
SURVEYORS CERTIFICATION
I, Max Stanislowski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a
correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be
correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this
Plat; and all public ways are shown and labeled on this plat.
Dated this _______ day of _________________________, 20______.
______________________________________________
Max Stanislowski, Licensed Land Surveyor,
Minnesota License No. 48988
STATE OF MINNESOTA
COUNTY OF HENNEPIN
The foregoing instrument was acknowledged before me this _______ day of _________________________, 20______, by Max Stanislowski, a Licensed Land Surveyor.
______________________________ ______________________________________________
Signature Printed Name, Notary
Notary Public, Hennepin County, Minnesota
My Commission Expires ____________, 20___
CHANHASSEN, MINNESOTA
This plat of DEER HAVEN was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof held this _______ day of _________________________,
20______. If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed
30-day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subdivision 2.
City Council, Chanhassen, Minnesota
By: _________________________________, Mayor By: ___________________________________, Clerk
COUNTY SURVEYOR, Carver County, Minnesota
Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this _______ day of _________________________, 20______.
By: ______________________________________
Brian Praske, Carver County Surveyor
COUNTY AUDITOR, Carver County, Minnesota
I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this _______ day of _________________________, 20______.
By: ______________________________________
Crystal Campos , County Auditor
COUNTY RECORDER, Carver County, Minnesota
I hereby certify that the within plat of DEER HAVEN was recorded in this office this _______ day of _________________________, 20______, at ______ o'clock _____.M. as
Document No. ____________________.
By: ______________________________________
Kaaren Lewis County Recorder
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 7:52 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C0-1 - COVER SHEETOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
COVER SHEET
C0-1
CHANHASSEN, MN
SWPP PLAN
EXISTING CONDITIONS PLAN
SHEET INDEX
C0-1 COVER SHEET
C1-1
C1-2
C3-2
CONSTRUCTION PLANS FOR:
OWNER
CHANHASSEN, MN 55331
6480 YOSEMITE AVE.
KEN ASHFELD
MAPLE GROVE, MN 55369
CONTACTS
CIVIL ENGINEER
LOUCKS
7200 HEMLOCK LANE
SUITE 300
TEL: 763-424-5505
TODD MCLOUTH, PE
PROJECT AREA
DEER HAVEN
SITE, GRADING, SANITARY SEWER, WATERMAIN, STORM SEWER, STREET, & LANDSCAPE PLANS
SWPP NOTESC3-3
DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING PLAN
YOSEMITE AVE
ANTHEM PL.W. 63RD ST.NUTILITY PLANC4-1
DETAIL SHEETSC8-1,3
TREE CANOPY PLANL1-1
LANDSCAPE PLANL2-1
LANDSCAPE DETAILSL3-1
SANITARY SEWER PLAN & PROFILEC4-2
GOVERNING SPECIFICATIONS
SPECIFICATIONS & DETAILS
CITY OF CHANHASSEN STANDARDWOOD DU
C
K
L
AN
E
SANITARY SEWER PLAN & PROFILEC4-3
STREET PLAN & PROFILEC5-1
STREET PLAN & PROFILEC5-2
INTERSECTION DETAILSC5-3
NSCALE IN FEET
0 50 100
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 9:25 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C1-1 - EXISTING CONDITIONS PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
EXISTING
CONDITIONS
PLAN
C1-1
DESCRIPTION OF PROPERTY SURVEYED
(Per Schedule A of the herein referenced Title Commitment File No: 2164018-14405)
That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23,
Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said
Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast
Quarter of the Northeast Quarter to a point 660 feet North of the Southeast corner of said
Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast
Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the
North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the
point of beginning; thence Easterly along siad North line 198.0 feet to the point of beginning,
except the North 50.0 feet thereof, Carver County, Minnesota.
Records of Carver County, Minnesota.
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
SURVEY REPORT
1.The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting
the fieldwork is 6840 Yosemite Ave.
2.The Gross land area is 122,379 +/- square feet or 2.81 +/- acres.
3.The bearings for this survey are based on the Carver County Coordinate System NAD 83 (1986 Adjust).
4.Benchmark: MnDOT GALPIN MNDT RESET
Elevation = 951.47 (NAVD88)
Site Benchmark: T.N.H. on the east side of Yosemite Ave and 150.0± feet south of the driveway entrance to the
subject property.
Elevation = 1027.88 (NAVD88)
5.We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket
Nos. 202402368, 202402364. The following utilities and municipalities were notified:
City of Chanhassen (952) 227-1300 Centurylink (800) 778-9140
Mediacom (952) 443-2840 Center Point Energy (612) 321-4421
Xcel Energy (800) 895-4999
6.Trees shown hereon are 8 inch diameter at breast height or greater. Other trees, less than 8 inches, may be on
site but are not shown hereon.
7.The field work was completed on September 15, 2020. Survey Drawing Dated 10/13/20.
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
LIGHT POLE
POWER POLE
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
EXISTING BUILDING
RETAINING WALL
ELECTRIC METER
GAS METER
CONIFEROUS TREE
PINE
DECIDUOUS TREE
GUY WIRE
ADDRESS POST
ELM
BOXELDER
APPLE
HACKBERRY
WALNUT
ELEV @ THRESHOLD
RECORD DOCUMENT
SET 1/2 INCH X 14 INCH IRON
MONUMENT, MARKED "LS 48988"
FOUND OPEN IRON MONUMENT
FOUND CAST IRON MONUMENT
FOUND STONE
TOP NUT HYDRANT
SERVICE CLEANOUT
WOOD FENCE
UNLESS SHOWN OTHERWISE
BITUMINOUS
ASH
MAPLE
HAND HOLE
SPRUCE
CURB STOP
MAPPED SANITARY SEWER
MAPPED WATERMAIN
MAPPED UNDERGROUND FIBER OPTIC
MAPPED UNDERGROUND ELECTRIC
MAPPED UNDERGROUND TELEPHONE
MAPPED UNDERGROUND GAS
NOTE: DEVELOPER & CONTRACTOR SHALL
COORDINATE PORTION OF NEIGHBOR
ENCROACHMENTS INTO RIGHT OF WAY
DURING CONSTRUCTION.
RECLAIM EXISTING
DRIVEWAY
REMOVE EXISTING TREE, TYP.
REPLACE EX. PAVEMENT
FOR UTILITY INSTALLATION
(SEE DETAIL)
REPLACE EX. CURB
FOR UTILITY INSTALLATION
(SEE DETAIL)
EX. RETAINING
WALL TO REMAIN
UTILITY COMPANIES TO
REMOVE & RELOCATE
EX. UTILITIES
CONTRACTOR SHALL
PROVIDE ACCESS TO EX.
DRIVEWAY
EX. OVERHEAD
ELECTRIC & STREET
LIGHT TO REMAIN
REMOVE & RELOCATE
PORTION OF EX. FENCE
REMOVE & RELOCATE EX.
FENCE - COORDINATE
WITH OWNER
REMOVE PORTION OF
CONCRETE CURB,
VALLEY GUTTER & 2
FEET OF BITUMINOUS
PAVEMENT
SAW-CUT EX.
BITUMINOUS
REMOVE EXISTING POWER POLE
TREE PROTECTION
FENCE
EX. POWER POLE
TO REMAIN
RELOCATE POST
REMOVE & RELOCATE
POWER POLE &
TELEPHONE PEDISTAL
EX. SHED TO REMAIN
EX. PINE TREES TO REMAIN. CONTRACTOR
SHALL TRIM BRANCHES AS NECESSARY
WHICH MY HINDER CONSTRUCTION
WITHIN RIGHT OF WAY
EX. PINE TREES TO REMAIN.
CONTRACTOR SHALL TRIM
BRANCHES AS NECESSARY
WHICH MY HINDER
CONSTRUCTION WITHIN
RIGHT OF WAY
NSCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 9:26 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C1-2 - DEMOLITION PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
DEMOLITION
PLAN
C1-2
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
DEMOLITION LEGEND
REMOVE EXISTING CURB & GUTTER,
RETAINING WALLS, PAVEMENT
MARKINGS, WOOD FENCE,
BILLBOARDS, ETC.
REMOVE EXISTING GRAVEL SURFACE
REMOVE EXISTING STORM,
SEWER, OR WATER STRUCTURE.
REMOVE EXISTING TREE
1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS
NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY
COMPANIES.
2.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED
FOR REMOVAL.
3.CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN
CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO
GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL
REQUIREMENTS.
4.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR
TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY.
EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON
REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP).
5.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL
LIMITS UNLESS OTHERWISE NOTED.
6.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT
OR TO A NEAT MILLED EDGE.
7.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED
CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR
CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL.
8.ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS
SPECIFIED OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER
MEETING ALL APPLICABLE REGULATIONS.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT
OF ALL SIGNS, MAILBOXES, ETC.
10.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO
ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION.
11.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL NECESSARY FOR DRIVEWAY
ACCESS TO ALL PROPERTIES. COORDINATE ANY CLOSURES WITH PROPERTY
OWNERS.
SITE DEMOLITION SPECIFICATIONS
RECLAIM EXISTING BITUMINOUS
PAVEMENT. RECLAIMED MATERIAL TO BE
STOCKPILED FOR REUSE WITHIN PRIVATE
ROAD.
TREE PROTECTION FENCE
1047.0
1039.0
1047.0
1042.5
FBWO 1042.5
1034.5
FBWO
FBWO
1036.7
1036.7
1028.7
0+001+002+003+000+00
1+00
2+00
3+00
3+53.68
2+44.413+004+005+006+000+00REPLACE EX. PAVEMENT &
CURB FOR SANITARY SEWER
CONNECTION (SEE DETAIL)
20.0
30.0
5.0
10.030.0
60.0
60.0
20.0
30.0
50.0
PRIVATE
BITUMINOUS DRIVE
R28'
R26'
R28'
R40'
R15'
24.0
60.1
BOUNDARY LINE
EDGE OF BITUMINOUS
PAVEMENT
EASEMENT LINE
16' WIDE 20' LONG
TURN AROUND
24.0
RELOCATED
STREET LIGHT
BASIN 1
BOTTOM-1024.0
HWL-1026.62
NWL-DRY
BASIN 2
BOTTOM-1024.0
HWL-1025.66
NWL-DRY
30.0
121'
100'
105'
PUBLIC STREET NAME
& STOP SIGN
NO PARKING SIGN
NO PARKING SIGN
EX. POWER POLE
TO REMAIN
CONTRACTOR SHALL
PROVIDE ACCESS TO EX.
DRIVEWAY
R62'
R26'
R10'
ROAD SHALL HAVE 2'
CLEARANCE FROM
EXISTING POLE TO
EDGE OF BITUMINOUS
LANDSCAPE WALL
TO REMAIN
MATCH EX. DRIVEWAY
1027.0
EOF
UTILITY EASEMENT
DRAINAGE & UTILITY
EASEMENT
41.5
R20'R15'
R38'
SURMOUNTABLE CURB
3' TRANSITION TO
B612 CURB
FUTURE ROAD
ALIGNMENT
MATCH EXISTING
CURB & GUTTER
MATCH EXISTING
CURB & GUTTER
PRIVATE STREET
NAME SIGN
STREET LIGHT
3' TRANSITION TO
B612 CURB
2 - TYPE III BARRICADES WITH
FUTURE STREET EXTENSIONS SIGN
10' FROM CURB
B612 CURB & GUTTER
BASIN 3
BOTTOM-1040.0
HWL-1040.49
NWL-DRY
RIPRAP FOR
DISSIPATION
RELOCATE EX.
UTILITIES.
PROPOSED
POWER POLE
SHALL HAVE 2'
CLEARANCE FROM
BACK OF CURB.
COORDINATE
WITH UTILITY
COMPANY.
NO OUTLET SIGN
24.0
TYP.
VALLEY GUTTER NSCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 9:29 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 - SITE PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
SITE PLAN
C2-1
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
1.MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO
COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK.
2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND
TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE
PLANS.
3.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO
ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING
THE CONSTRUCTION PHASE OF THIS PROJECT.
4.THE CONTRACTOR WILL 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. PLACEMENT OF THESE DEVICES SHALL
BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL
CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.
5.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL
BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
6.THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE
CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE.
7.BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND
SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST
MANAGEMENT PRACTICES, STATE AND CITY OF CHANHASSEN REQUIREMENTS AND THE DETAILS
SHOWN ON THE DETAIL SHEET(S) OF THE PROJECT PLANS.
8.ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
9.ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE
REQUIREMENTS OF THE STATE AND CITY OF CHANHASSEN JURISDICTIONS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED.
10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY.
ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER
THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND
FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES.
11.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE
DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING
RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.
12.EXISTING TOPOGRAPHY PROVIDED BY LOUCKS ASSOCIATES, TOPOGRAPHIC SURVEY DATED
10/13/20. FIELD WORK COMPLETED ON 9/15/20.
GENERAL NOTES
SITE PLAN LEGEND
BITUMINOUS PAVEMENT
- UNLESS NOTED, BASEMENT FLOOR ELEVATION FOR FULL BASEMENT IS 8.0 FEET BELOW THE GARAGE FLOOR ELEVATION.
- MINIMUM BASEMENT ELEVATION REFLECTS LOWEST FLOOR ELEVATIONS
STREET
NOTES:
SETBACK REQUIREMENTS
CONSTRUCTED HOUSE PAD LIMITS
10 SIDE YARD
30' REAR HOUSE
LOT NUMBER
30' FRONT
GARAGE FLOOR ELEVATION
CURB OR EDGE OF PAVEMENT
CATCH BASIN STREETLOT CORNER
BLOCK NUMBER
913.0
917.0
GRADE AT REAR OF HOUSE PAD
(LOWEST OPENING)
LOT EASEMENTS
5' MIN. SIDE/REAR HOUSE
10' MIN. FRONT
1019.47 EX.
1021.28 EX.
1021.451021.84
1022.591022.98
1023.571024.0310301040102
610281032103410361038104210441044104210441046103010301
0
3
0
103010241024102610261028102810281
0
2
8
1032103210341
0
3
4
1024
1026
1028 8881047.0
1039.0
1047.0
1042.5
FBWO 1042.5
1034.5
FBWO
FBWO
1036.7
1036.7
1028.7
1026.70
EOF
1040
1032103410361038
1
0
4
2
1042
1027.0
EOF
5.2%1026.65
1026.951042.501044.50
1043.801044.50
1045.00 1044.50 7.1%5.7%1042.0
1035.5 1026102810281041.0
0+001+002+003+000+00
1+00
2+00
3+00
3+53.68
2+44.413+004+005+006+0010221024
1026.80
8
1040.4
EOF 104010400+00BASIN 1
BOTTOM-1024.0
HWL-1026.62
NWL-DRY
BASIN 2
BOTTOM-1024.0
HWL-1025.66
NWL-DRY
PHASE 1 GRADING
LIMITS, TYP.
PHASE 2 GRADING
FUTURE 12"
OVERFLOW CULVERT
BASIN 3
BOTTOM-1040.0
HWL-1040.49
NWL-DRY
NSCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 9:31 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 - GRADING & DRAINAGE PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
GRADING &
DRAINAGE
PLAN
C3-1
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
GRADING, DRAINAGE & EROSION CONTROL NOTES
1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING,
OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
2.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND
SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL
VEGETATION IS ESTABLISHED.
3.STREETS MUST BE CLEANED AND SWEPT THROUGHOUT THE DURATION OF CONSTRUCTION,
WITHIN 24 HOURS, WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT
IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.
4.DUST MUST BE ADEQUATELY CONTROLLED.
5.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.
6.SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION.
GRADING LEGEND
PHASE 1 MINOR CONTOUR
PHASE 1 MAJOR CONTOUR
PHASE 2 MINOR CONTOUR
PHASE 2 MAJOR CONTOUR
- UNLESS NOTED, BASEMENT FLOOR ELEVATION FOR FULL BASEMENT IS 8.0 FEET BELOW THE GARAGE FLOOR ELEVATION.
- MINIMUM BASEMENT ELEVATION REFLECTS LOWEST FLOOR ELEVATIONS
STREET
NOTES:
SETBACK REQUIREMENTS
CONSTRUCTED HOUSE PAD LIMITS
10 SIDE YARD
30' REAR HOUSE
LOT NUMBER
30' FRONT
GARAGE FLOOR ELEVATION
CURB OR EDGE OF PAVEMENT
CATCH BASIN STREETLOT CORNER
BLOCK NUMBER
913.0
917.0
GRADE AT REAR OF HOUSE PAD
(LOWEST OPENING)
LOT EASEMENTS
5' MIN. SIDE/REAR HOUSE
10' MIN. FRONT
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
LOOSEN SOILS IN TOP 18-INCHES,
MIX SAND INTO LOOSENED SOIL(80/20)
BEFORE SEEDING
FFE: 1041.5
GFE: 1040.5
4444444444
4
4
4
4
4
4
1019.47 EX.
1021.28 EX.
1021.451021.84
1022.591022.98
1023.571024.0310301040102610281032103410361038104210441044104210441046103010301
0
3
0
103010241024102610261028102810281
0
2
8
1032103210341
0
3
4
1024
1026
1028 8881047.0
1039.0
1047.0
1042.5
FBWO 1042.5
1034.5
FBWO
FBWO
1036.7
1036.7
1028.7
1026.70
EOF
1040
1032103410361038
1
0
4
2
1042
1027.0
EOF
5.2%1026.65
1026.951042.501044.50
1043.801044.50
1045.00 1044.50 7.1%5.7%1042.0
1035.5 1026102810281041.0
0+001+002+003+000+00
1+00
2+00
3+00
3+53.68
2+44.413+004+005+006+0010221024
1026.80
8
1040.4
EOF 104010400+00SILT FENCE 1' INSIDE
PROPERTY LINE
SILT FENCE
ROCK CONSTRUCTION
ENTRANCE PAD
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
2 ROWS OF SILT FENCE ALONG
ADJACENT WETLAND 5' SEPARATION
PHASE 1 SILT FENCE 2'
INSIDE PROPERTY LINE
TREE FENCE
PHASE 1
STAGING AREA
BITUMINOUS RECLAIM
MATERIAL STOCKPILE
SURROUND WITH
SILT FENCE
INLET PROTECTION
TEMP. SEEDING
AS NEEDED
NSCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 9:34 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C3-2 - SWPP PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
STORM WATER
POLLUTION
PREVENTION
PLAN
C3-2
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
INLET PROTECTION
SILT FENCE - PHASE 1
EROSION CONTROL BLANKET
(ON ALL 3:1 SLOPES)
ROCK CONSTRUCTION
ENTRANCE
SWPPP LEGEND
1.SEE SHEET C3-3 FOR SWPPP NOTES AND SEE SHEETS C8-1 THROUGH
C8-3 DETAILS.
2.PHASE 2 SILT FENCE WILL BE DONE WITH INDIVIDUAL LOT GRADING.
GENERAL NOTES
TREE FENCE
TEMPORARY SEEDING - ALL
DISTURBED AREAS
(MNDOT MIX 22-111)
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 8:6 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C3-3 - SWPPP NOTES & DETAILSOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
STORM WATER
POLLUTION
PREVENTION
NOTES
C3-3
1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A PUBLIC ROAD
EXTENSION, A PRIVATE ROAD TO SERVE FOUR LOTS, UTILITIES, AND STORMWATER
TREATMENT.
2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS
FOLLOWS:
1.INSTALL VEHICLE TRACKING BMP
2.INSTALL SILT FENCE AROUND SITE
3.INSTALL TREE PROTECTION FENCE
4.INSTALL PROTECTIVE FENCE AROUND FILTRATION AREAS
5.CLEAR AND GRUB SITE
6.STRIP AND STOCKPILE TOPSOIL
7.REMOVE PAVEMENTS
8.ROUGH GRADE SITE
9.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE
10.INSTALL UTILITIES
7.INSTALL PAVEMENTS
8.FINAL GRADE SITE
7.CONSTRUCT STORMWATER MANAGEMENT BASINS
8.INSTALL SILT FENCE AROUND BASINS
9.REMOVE ACCUMULATED SEDIMENT FROM BASINS
10.CONSTRUCT FILTRATION TRENCHES
11.SEED AND MULCH
12.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED,
REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.
3.SITE DATA:
AREA OF DISTURBANCE:1.3± AC
PRE-CONSTRUCTION IMPERVIOUS AREA:0.34 AC
POST-CONSTRUCTION IMPERVIOUS AREA:0.80 AC
GENERAL SOIL TYPE:SEE GEOTECHNICAL REPORT
4.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS,
STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS.
5.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE
STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR
BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE.
6.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR
GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET.
DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH
EROSION CONTROL BLANKET
7.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF
POTENTIAL DISCHARGE ARE STABILIZED.
8.STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN
SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS.
9.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN
WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE
BMPs. BMPs INCLUDE, BUT ARE NOT LIMITED TO SEDIMENT TRAP, SANDBAG BARRIER,
AND CHECK DAM.
10.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA
DISPOSAL REQUIREMENTS.
11.EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED
AREA OF THE SITE, RUNOFF MUST BE PROPERLY CONTAINED.
12.NO ENGINE DEGREASING IS ALLOWED ON SITE.
13.THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS
RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT.
THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A
PERMITTEE FOR ALL APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN
SECTIONS 3, 4, 6-24 OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE
OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT.
14.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST
SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST
SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING
CONDITIONS HAVE BEEN MET:
A.FINAL STABILIZATION, PER NPDES PERMIT SECTION 13 HAS BEEN ACHIEVED ON
ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE.
B.TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT.
15. INSPECTIONS
A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY
REPRESENTATIVE IS REQUIRED PRIOR TO GRADING OPERATIONS. CONTACT THE
CITY WATER RESOURCES TECHNICIAN AT 952-221-1173.
B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS
FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT.
C.STABILIZED AREAS: ONCE EVERY 30 DAYS
D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING
CONSTRUCTION.
E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS
AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE
AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF
INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND
AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR
PERIOD.
16. MINIMUM MAINTENANCE
A.SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN
NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS
B.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2
STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF
DISCOVERY.
C.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS
D.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED AS SOON
AS POSSIBLE, BUT NOT LATER THAN 24 HOURS AFTER DISCOVERY.
E.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO WATER RESOURCES
TECHNICIAN FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS
17.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE
RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE
PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE.
18.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE
SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND
MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND
PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE
RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION.
19.SWPPP MUST BE AMENDED WHEN:
A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR
SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE
B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS
EXCEEDING WATER QUALITY STANDARDS.
C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES
OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT.
20.CONCRETE WASHOUT AREA
A.CONCRETE WASH-OUT IS NOT ALLOWED ON-SITE.
21.IN THE EVENT OF ENCOUNTERING A WELL, DRAINTILE, OR SPRING DURING
CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY
ENGINEER AND CITY ENGINEER.
22.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY
DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER.
23.FINAL STABILIZATION
FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN
COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL
VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL
PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE
REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM
PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE
POND TO DESIGN CAPACITY.
24. TEMPORARY SEDIMENTATION BASINS
A.THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE
OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A
COMMON LOCATION.
B.TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF
LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10
OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE
BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER
ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY
SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO
THE 2-YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER
ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE
CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF
SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY
SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT
CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS,
ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE
ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL
BE STABILIZED.
C.TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE
WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO
AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITH
THE REQUIREMENTS OF THIS PERMIT.
D.EXCESSIVE SEDIMENT-LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT
BE PERMITTED TO DISCHARGE FROM SITE.
25.DEWATERING AND BASIN DRAINING
A.ALL DEWATERING PLANS SHALL BE REVIEWED AND APPROVED BY CITY WATER
RESOURCES COORDINATOR.
B.TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN
DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT
SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE
TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF
THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE
TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE
CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS
SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOCITY
DISSIPATION PROVIDED.
C.ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES MUST BE
DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS,
EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR
INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE
WETLAND.
D.IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL
BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINNING OF THE
TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES
NOT CAUSE EROSION. BACKWASH WATER MAY NOT BE DISCHARGED TO
SANITARY SEWER.
26.POLLUTION PREVENTION
A.BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS
MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN
EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.
B.PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS,
AND LANDSCAPE MATERIALS MUST BE UNDER COVER.
C.HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROTECTED TO PREVENT
VANDALISM.
D.SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE
WITH MINN. R. CH 7035.
E.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL
NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF
PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041.
F.DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY
AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE
PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE
AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN
APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED
MATERIALS.
27. DESIGN CALCULATIONS
TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA
GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE
HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP
DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION.
28.GENERAL STORMWATER DISCHARGE REQUIREMENTS
ALL REQUIREMENTS LISTED IN SECTIONS 5-7, 14, 16-19, 21, 24 OF THE PERMIT FOR
DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE
HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE
NOT LIMITED TO:
A.THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION
PRECIPITATION.
B.THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE.
C.PEAK FLOW RATES AND STORMWATER VOLUMES TO MINIMIZE EROSION AT
OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION.
D.THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE, SEE
GEOTECHNICAL REPORT.
29.CONSTRUCTION OF FILTRATION BASINS
A.NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH
MINIMAL COMPACTION TO FILTRATION AREAS. IF COMPACTION IS
ENCOUNTERED, SCARIFY BASIN TO LOOSEN THE SOIL.
B.INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE
CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY
STABILIZED UNLESS RIGOROUS EROSION PREVENTION AND SEDIMENT
CONTROLS ARE PROVIDED( SECTION 16.4).
C.WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN
THREE (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS
EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO
KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION
AREA. THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY
CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN
THE PROPOSED INFILTRATION AREA.
D.TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE
PERMITTEE(S) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER
STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (E.G., GRIT
CHAMBER) TO SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES
INTO THE INFILTRATION OF FILTRATION SYSTEM.
30.POST CONSTRUCTION
THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'S
PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN SECTION 15. SEE
SECTION 15 FOR RULES, SEE HYDROLOGY REPORT AND PLAN SHEETS FOR
STORMWATER DESIGN AND WATER QUALITY VOLUME INFORMATION. FOR MORE
INFORMATION ON INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE
CONDITIONS.
31.RESPONSIBILITIES
A.THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEE THE SWPPP
IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND
MAINTENANCE:
B.THE OWNER MUST IDENTIFY THE PERSON WHO WILL BE RESPONSIBLE FOR
LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT
STORMWATER MANAGEMENT SYSTEM:
32.TRAINING REQUIREMENTS
THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS
PART HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING
REQUIREMENTS.
1. WHO MUST BE TRAINED:
A. INDIVIDUAL(S) PREPARING THE SWPPP FOR THE PROJECT
B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING, AND/OR
AMENDING THE SWPPP AND INDIVIDUALS(S) PERFORMING
INSPECTIONS FOR THE PROJECT. ONE OF THESE
INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION
WITHIN 72 HOURS UPON REQUEST BY THE MPCA.
C.INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION,
MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT
MUST BE TRAINED IN THESE JOB DUTIES.
2.TRAINING CONTENT:
THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE
WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD
TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST
ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR
AVAILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE
JOB DUTIES DESCRIBED IN SECTION 21.2B AND SECTION 21.2C.
33.THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL,
STATE, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN
EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER
MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER
PERMIT. AN UPDATE REFRESHER-TRAINING MUST BE ATTENDED EVERY THREE (3) YEARS
STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT.
33.LIST OF CONTACTS
* MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OR 800-422-0798
DESCRIPTION UNIT
TEMPORARY ROCK CONSTRUCTION ENTRANCE EA
PREFABRICATED CONCRETE WASHOUT EA
SILT FENCE (STANDARD)LF
EROSION CONTROL BLANKET SY
INLET PROTECTION EA
QUANTITY
1
NOT ALLOWED
2,810
550
3
SEEDING AC 1.3±
NAME OF WATER BODY
TYPE OF
WATER
BODY
SPECIAL
WATER
IMPAIRED
WATER
TYPE OF
SPECIAL
WATER
CHRISTMAS LAKE LAKE NO NO
TITLE NAME
OWNER KEN ASHFELD
COMPANY PHONE NUMBER
PROJECT MANAGER TODD MCLOUTH LOUCKS 763-496-6742
ENGINEER SWPPP VAL ANDERSON 763-496-6728LOUCKS
CONTRACTOR
SITE MANGER
PENDING
SWPPP NOTES
ESTIMATED QUANTITIES RECEIVING WATERS CERTIFICATION SPECIAL AND IMPAIRED WATERS
SITE
*
LAKE LUCY LAKE NO NO
4444444444
4
4
4
4
4
44448 881047.0
1039.0
1047.0
1042.5
FBWO 1042.5
1034.5
FBWO
FBWO
1036.7
1036.7
1028.7
0+001+002+003+000+00
1+00
2+00
3+00
3+53.68
2+44.413+004+005+006+004 4
8
0+00CB 101
RIM: 1025.90
INV: 1022.0
FES
INV: 1021.25
53'-15" RCP CL V @ 0.6%
STMH 100
RIM: 1029.0
INV: 1021.58
60'-10" PVC SDR
35 @ 0.7%
57'-10" PVC SDR 35 @ 0.8%
CB 102
RIM: 1025.30
INV: 1021.98
CONNECT TO EX. SANI. MH 04-110
SANI. MH 04-131
SANI. MH 04-132
SANI. MH 04-133
CONTRACTOR TO COORDINATE
RELOCATION OF TELEPHONE &
ELECTRIC AS NECESSARY
HYDRANT W/GATE
VALVE
6" PVC C900 WATERMAIN
6"x6" CUT IN TEE
CONNECTION W/6"
SLEEVE & 6" GATE VALVE
BASIN 1
BOTTOM: 1024.0
HWL: 1026.62
BASIN 2
BOTTOM: 1024.0
HWL: 1025.66
147'-6" PERF. PVC DRAINTILE @ 0%
6"-CLEANOUT
RIM: 1025.5
INV: 1022.1
55'-6" PERF. PVC
DRAINTILE @ 0%
6"-CLEANOUT
RIM: 1025.5
INV: 1022.1
S.1035.0
S.1030.5 S.1024.7
6" PVC BENDS
8.0 CY CL 3 RIP-RAP
4"-CLEANOUT
RIM: 1021.20
INV: 1018.20
CORE DRILL 4" DRAINTILE
INTO EXISTING CB
INV=1017.90 (FIELD VERIFY)
4" NON-PERF PVC
SCH 40 DRAINTILE
4" PERF PVC
SDR 35 DRAINTILE
FUTURE 15" OVERFLOW CULVERT
FUTURE FES WITH RIP RAP
INV=1024.0
FUTURE FES
INV=1027.0BASIN 3
BOTTOM: 1040.0
HWL: 1040.36
CB 105 (NYLOPLAST 15")
RIM: 1040.20
INV: 1037.0
14'-6" PVC @ 1.0%
ATRIUM GRATE CAP
6" GATE VALVE
NSCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 9:37 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 - UTILITY PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
UTILITY PLAN
C4-1
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
UTILITY NOTES
1.STATIONING FOR SANITARY & WATER
SERVICES REFER TO DISTANCE FROM
DOWNSTREAM MANHOLES.
2.WATER SERVICES MAY BE INSTALLED IN
THE SAME TRENCH PARALLEL WITH THE
6" PVC SANITARY SERVICES ON A BENCH
A MINIMUM OF 18 INCHES ABOVE THE
TOP OF SANITARY SEWER SERVICES.
3.WATERMAIN SHALL HAVE TRACER WIRE
INSTALLED.
4.CONTACT CITY UTILITIES DEPARTMENT
AT 952-227-1300 48 HOURS PRIOR TO
OPERATING VALVES. ONLY CITY
PERSONNEL SHALL OPERATE VALVES.
NAME TYPE SIZE RIM BUILD CASTING
100 STMH 48"1029.0 7.42 R-1642
101 CB 30"1026.05 4.05
102 CB 30"1025.30 3.32
R-4342
R-4342
105 NYLOPLAST 15"1040.20 3.20 1501DI
STORM SEWER STRUCTURE SCHEDULE
1000
1005
1010
1015
1020
1025
1030
1035
1040
1045
1050
1000
1005
1010
1015
1020
1025
1030
1035
1040
1045
1050
-0+501020.451020.50+001021.471021.51022.181022.21+001022.721022.71022.911022.92+001022.771022.81025.081025.13+001024.241024.21024.951025.04+001026.091026.11026.951027.05+001031.891031.91033.621033.66+001032.171032.21030.491030.57+007+50
2.77%
1.15%
5.64
%
HORIZONTAL: 1"=30'
VERTICAL: 1"=5'MH 04-132STA=0+22.3RIM=1028.87INV=1023.86 (8") SINV=1023.76 (8") W233 LF 8" PVC SDR 35
@ 0.50%MH 04-131STA=5+49.0RIM=1033.39INV=1022.60 (8") EINV=1022.50 (8") SW80 LF 8" PVC SDR 35
@ 0.50%
CORE-DRILL & INSTALL BOOT
CONNECT TO EX. MH
INV=1022.10 (FIELD VERIFY) @ 0.50%
EX. 6" DIP WATERM
A
I
N
EXISTING CL GRADE
PROPOSED CL GRADE
FUTURE CL GRADE
CUT IN 6" TEE CONNECTION
INTO EXISTING 6" WATERMAIN
15" STORM SEWER
8'x8'
INSULATION
SAN.MATCH EXISTINGYOSEMITE AVESTA. 0+00PRIVATE ROAD CENTERLINEYOSEMITE LANESTA. 2+93.21PROPOSED GRADE
OVER SANITARY SEWER
6" GATE VALVE44444444444444448881042.51042.51034.5FBWOFBWO1036.71036.71028.70+001+002+00
3+00 0+001+002+002+44.413+004+00
5+00
6+00
7+007+08.134480+00
SCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 11:17 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C4-3 - SANITARY SEWER PLAN & PROFILEOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
SANITARY
SEWER PLAN &
PROFILE
C4-2
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
SANI. MH 04-132
SANI. MH 04-131
EX. MH
04-110 EX.DRIVEWAY
PROVIDE ACCESS TO
EXISTING DRIVEWAY
DURING CONSTRUCTION.
SAW-CUT & REMOVE EX. BIT.
& CURB AS NECESSARY
RESTORE STREET (SEE DETAIL 5202A)
MATCH EX. CURB & GUTTER
1.STATIONING FOR SANITARY & WATER
SERVICES REFER TO DISTANCE FROM
DOWNSTREAM MANHOLES.
2.WATER SERVICES MAY BE INSTALLED IN
THE SAME TRENCH PARALLEL WITH THE
6" PVC SANITARY SERVICES ON A BENCH
A MINIMUM OF 18 INCHES ABOVE THE
TOP OF SANITARY SEWER SERVICES.
3.WATERMAIN SHALL HAVE TRACER WIRE
INSTALLED.
4.CONTACT CITY UTILITIES DEPARTMENT
AT 952-227-1300 48 HOURS PRIOR TO
OPERATING VALVES. ONLY CITY
PERSONNEL SHALL OPERATE VALVES.
NOTES
PUBLIC ROAD WOOD DUCK LANE/TAKOMA TRAIL
N
6" RESILIENT WEDGE
GATE VALVE
CUT IN 6" TEE
CONNECTION
SAN.
1+92
S-1024.7
6" RESILIENT WEDGE
GATE VALVE
CONTRACTOR SHALL
REPAIR EX. CASTING
WITH I&I BARRIER
(SEE DETAIL 2109)
1010
1015
1020
1025
1030
1035
1040
1045
1050
1055
1060
1010
1015
1020
1025
1030
1035
1040
1045
1050
1055
1060
-0+501026.001025.10+001027.721026.61031.461032.01+001035.701035.31039.731038.72+001042.321042.51043.481044.93+001044.431044.44+00
3.00%
8.4
7
%
1.90%
HORIZONTAL: 1"=30'
VERTICAL: 1"=5'
EXISTING GRADE
PROPOSED CL GRADE
MH 04-132STA=0+22.3RIM=1028.87INV=1023.86 (8") SINV=1023.76 (8") WMH 04-133STA=2+61.7RIM=1042.60INV=1032.60 (8") NINV=1034.30 (6") SW239 LF
8
"
P
V
C
S
D
R
3
5
@ 3.65
%
30
5
L
F
6
"
P
V
C
C
9
0
0
W
A
T
E
R
M
A
I
N
CUT IN 6" TEE CONNECTION
INTO EXISTING 6" WATERMAIN
6" GATE VALVE
FIRE HYDRANT
& GATE VALVE
7.5' TO TOP
OF WATERMAIN
10" STORM SEWER8'x8'
INSULATION
SAN.8'x8'
INSULATION
WATERMAIN
PUBLIC ROADCENTERLINEWOOD DUCK LANETAKOMA TRAILSTA. 0+00PRIVATE ROADEDGE OF BITUMINOUSSTA. 3+53.68PROPOSED GRADE
OVER SANITARY SEWER
INSULATE SANITARY SEWER 4444444
4
4
4
4
4
44448 881047.0
1039.0
1047.0
1042.5
FBWO 1042.5
1034.5
FBWO
FBWO
1036.7
1036.7
1028.7
3+000+00
1+00
2+00
3+00
3+53.68
2+44.413+004+005+004 4
8
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 11:18 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C4-3 - SANITARY SEWER PLAN & PROFILEOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
SANITARY
SEWER PLAN &
PROFILE
C4-3NSCALE IN FEET
0 30 60
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
SANI. MH
04-133
SANI. MH
04-132
WATER
0+66
S & W
1+58
S-1030.5
S & W
2+39
S-1035.0
1.STATIONING FOR SANITARY & WATER
SERVICES REFER TO DISTANCE FROM
DOWNSTREAM MANHOLES.
2.WATER SERVICES MAY BE INSTALLED IN
THE SAME TRENCH PARALLEL WITH THE
6" PVC SANITARY SERVICES ON A BENCH
A MINIMUM OF 18 INCHES ABOVE THE
TOP OF SANITARY SEWER SERVICES.
3.WATERMAIN SHALL HAVE TRACER WIRE
INSTALLED.
4.CONTACT CITY UTILITIES DEPARTMENT
AT 952-227-1300 48 HOURS PRIOR TO
OPERATING VALVES. ONLY CITY
PERSONNEL SHALL OPERATE VALVES.
NOTES
PRIVATE ROAD YOSEMITE LANE
1000
1005
1010
1015
1020
1025
1030
1035
1040
1045
1050
1000
1005
1010
1015
1020
1025
1030
1035
1040
1045
1050
-0+501020.451020.50+001021.471021.51022.181022.21+001022.721022.71022.911022.92+001022.771022.81025.081025.13+001024.241024.21024.951025.04+001026.091026.11026.951027.05+001031.891031.91033.621033.66+001032.171032.21030.491030.57+007+50
PVI STA = 2+44.42
PVI ELEV = 1023.25
LOW PT. STA=2+19.42
LOW PT. ELEV=1022.96
A.D. = 4.49
K = 11.1
50' VC BVCS: 2+19.42BVCE: 1022.96EVCS: 2+69.42EVCE: 1024.662.77%
1.15%
5.64
%PVI: 0+00.00EL: 1020.45PVI: 6+50.06EL: 1032.00PVI STA = 6+00.06
PVI ELEV = 1034.50
HIGH PT. STA=5+85.71
HIGH PT. ELEV=1033.61
A.D. = 7.77
K = 12.9
100' VC BVCS: 5+50.06BVCE: 1033.11EVCS: 6+50.06EVCE: 1032.00PVI STA = 2+93.21
PVI ELEV = 1026.00
HIGH PT. STA=3+13.21
HIGH PT. ELEV=1026.55
A.D. = 2.87
K = 14.0
40' VC BVCS: 2+73.21BVCE: 1024.87EVCS: 3+13.21EVCE: 1026.55HORIZONTAL: 1"=30'
VERTICAL: 1"=5'
EXISTING CL GRADE
PROPOSED CL GRADE
FUTURE CL GRADE
MATCH EXISTINGYOSEMITE AVESTA. 0+00PRIVATE ROAD CENTERLINEYOSEMITE LANESTA. 2+93.2144444444444441019.47 EX.
1021.28 EX.
1021.45
1021.84
1022.59
1022.98
1023.57
1024.03
1
0
3
0
1
0
2
6
1
0
2
8
1
0
3
2
1
0
3
4
103
0
1030
10301030
1024
1024
10
2
6
1026
1
0
2
8
1028
1028
10281032 10
3
2
1
0
3
41034
102410261028888
FBWO1036.71036.71028.71026.70EOF1032 1027.0EOF1026.65
1026.95
1026
1028
1028
0+001+002+00
3+00 0+001+002+44.413+004+00
5+00
6+00
7+007+08.1310
2
21024
1026.80
4480+00
24.0
SCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 9:44 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C2-2 - STREET PLAN & PROFILEOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
STREET PLAN
& PROFILE
C5-1
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
N
PUBLIC ROAD WOOD DUCK LANE/TAKOMA TRAIL
NO SMALL UTILITIES OR IRRIGATION
PIPES SHALL BE PLACED IN THE
ROADWAY STRUCTURAL SECTION.
R/W (SOUTH)
PUBLIC ROAD
SECTION
12'12'
DETAIL A
MINIMUM SECTION
DETAIL A
2" BIT. WEAR COURSE
MN/DOT 2360 (SPWEA340C)
2357 TACK COAT
2" BIT. NON-WEAR COURSE
MN/DOT 2360 (SPNWB330C)
12" AGG. BASE, CLASS 5 MN/DOT 3138
12" SELECT GRANULAR BORROW MN/DOT 3149.2B
(NORTH)R/W
VARIES
3:1
MAX
33'
VARIES
2.00%
APPROVED SUBGRADE
1'
SURMOUNTABLE CURB
(SEE CITY DETAIL 5203)
DRAINTILE
(SEE CITY DETAIL 5232)
1010
1015
1020
1025
1030
1035
1040
1045
1050
1055
1060
1010
1015
1020
1025
1030
1035
1040
1045
1050
1055
1060
-0+501026.001025.10+001027.721026.61031.461032.01+001035.701035.31039.731038.72+001042.321042.51043.481044.93+001044.431044.44+00
PVI STA = 0+55.00
PVI ELEV = 1027.65
LOW PT. STA=0+30.00
LOW PT. ELEV=1026.90
A.D. = 5.47
K = 9.1
50' VC BVCS: 0+30.00BVCE: 1026.90EVCS: 0+80.00EVCE: 1029.773.00%
8.4
7
%
1.90%PVI: 0+00.00EL: 1026.00PVI: 3+53.68EL: 1044.50PVI STA = 2+25.00
PVI ELEV = 1042.05
HIGH PT. STA=2+75.00
HIGH PT. ELEV=1043.00
A.D. = 6.57
K = 15.2
100' VC BVCS: 1+75.00BVCE: 1037.81EVCS: 2+75.00EVCE: 1043.00HORIZONTAL: 1"=30'
VERTICAL: 1"=5'
EXISTING GRADE
PROPOSED CL GRADE
PUBLIC ROADCENTERLINEWOOD DUCK LANETAKOMA TRAILSTA. 0+00PRIVATE ROADEDGE OF BITUMINOUSSTA. 3+53.684444444
4
4
4
4
4
4
1023.571024.0310301040102610281032103410361038104210441044104210441046103010301
0
3
0
103010241024102610261028102810281
0
2
8
1032103210341
0
3
444
41024
1026
1028 8881047.0
1039.0
1047.0
1042.5
FBWO 1042.5
1034.5
FBWO
FBWO
1036.7
1036.7
1028.7
1026.70
EOF
1040
1032103410361038
1
0
4
2
1042
1027.0
EOF
1026.65
1026.951042.501044.50
1043.801044.50
1045.00 1044.50
1042.0
1035.5 1026102810281041.0
3+000+00
1+00
2+00
3+00
3+53.68
2+44.413+004+005+001024
1026.80
4 4
8
1040.4
EOF 1040104020.0CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 9:46 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C2-2 - STREET PLAN & PROFILEOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
SCALE IN FEET
0 30 60
STREET PLAN
& PROFILE
C5-2TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.NPRIVATE ROAD YOSEMITE LANE
NO SMALL UTILITIES OR IRRIGATION
PIPES SHALL BE PLACED IN THE
ROADWAY STRUCTURAL SECTION.
R/W (WEST)
PRIVATE ROAD
SECTION
10'10'
3.0%
DETAIL A
SECTION DETAIL A
3.5" BIT. WEAR COURSE
MN/DOT 2360 (SPWEA340C)
7" AGG. BASE, CLASS 5 MN/DOT 3138
APPROVED SUBGRADE
3:1
MAX
15'
5'
4444441
0
2
6
103
0
1
0
2
8
10
3
2
1
0
3
41034
888888888
3+00 0+002+44.41
3+00
10241026.80
1026.65
1026.40
1
0
2
4
.
2
0
1024.031
0
2
3
.
5
7
1026.951026.021024.66
R40'
R15'
R38'
R62'1.0%1.
0
%
4.1%
1.1%1025.401026.201
0
2
7
.
2
0
0+000+00
1021.221020.831019.47 EX.1
0
2
1
.
2
8
E
X
.1020.891020.503.1%R15'
R20'
3.3%CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 11:5 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C2-2 - STREET PLAN & PROFILEOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
SCALE IN FEET
0 10 20
INTERSECTION
DETAILS
C5-3TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
CURB TRANSITION
FROM SURMOUNTABLE
TO B612 - STA. 2+41
N
PRIVATE ROAD INTERSECTION
SCALE IN FEET
0 10 20
N
PUBLIC ROAD INTERSECTION
CONCRETE VALLEY
GUTTER 2' BITUMINOUS
PAVEMENT
REPLACEMENT
2.0%
DRAINAGE SLOPE
DRAINAGE DIRECTION
LEGEND
2.0%
DRAINAGE SLOPE
DRAINAGE DIRECTION
LEGEND
BERM SLIGHTLY HIGHER
THAN TOP OF CURB
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 8:7 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 - CIVIL DETAILSOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
CIVIL DETAILS
C8-1
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 8:8 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 - CIVIL DETAILSOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
CIVIL DETAILS
C8-2
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /03 / 2021 11:28 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 - CIVIL DETAILSOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
04/15/21 ADDED BASIN 3
05/03/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 - C4-3 S&W PLAN & PROFILE
C5-1 - C5-3 STREET PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
05/03/21
02/05/21
L3-1 LANDSCAPE DETAILS
CIVIL DETAILS
C8-3
GRASS PRE-TREATMENT STRIP
UNDISTURBED,
INSITU SOIL
SUGGESTED MIN. PLANTING MEDIUM DEPTH 24"
WITH A WELL BLENDED MIXTURE (BY VOLUME):
85-90% HOMOGENOUS CONSTRUCTION SAND
10-15% NATIVE TOPSOIL
PLANT MATERIAL TOLERANT OF INUNDATION
AND DROUGHT. NATIVE PLANTS RECOMMENDED.
3H:1L MAX.24"DDEPTH REQUIRED TO DRAIN
PRACTICE IN 48 HOURS OR LESS,
NOT TO EXCEED 18".
PAVEMENT
BIORETENTION BASIN WITH
UNDERDRAIN
SUGGESTED CONSTRUCTION SEQUENCING (NOTE TO DESIGNER: EDIT AS NEEDED TO MEET PROJECT REQUIREMENTS)
1.INSTALL APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.
2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS.
3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES, ESPECIALLY AFTER EACH RAINFALL EVENT.
4.INSTALL ALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, NATURAL GAS, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE.
5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION, LEAVE A MINIMUM OF 1 FEET OF COVER
OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING.
6.COMPLETE, STABILIZE, AND VEGETATE ALL OTHER SITE IMPROVEMENTS.
7.CONSTRUCT AND VEGETATE BIORETENTION DEVICE FOLLOWING STABILIZATION OF CONTRIBUTING DRAINAGE AREA. ENSURE THAT CRITICAL ELEVATIONS, SUCH AS
UNDERDRAIN INVERT, TOP OF MEDIA, TOP OF MULCH, AND INVERT OF OVERFLOW STRUCTURE (IF PRESENT) ARE CORRECT.
8.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED.
GENERAL NOTES (NOTE TO DESIGNER: EDIT AS NEEDED TO MEET PROJECT REQUIREMENTS)
1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE
PRIOR TO CONTINUING CONSTRUCTION.
6" PERFORATED SDR 35
DRAINTILE
GEOTEXTILE FABRIC
SHALLOW SANITARY
SEWER INSULATION
PLASTIC
PIPE
6" MIN.
24" MIN.
24"4"4"
4"
48"
FLAT SHEET STYROFOAM INSULATION
TYPE SM OR APPROVED EQUAL.
OVERLAP INSULATION JOINTS.
DRAWN 2/2016
LOUCKS PLATE NO.
4010LOUCKS
1026102810280+001+002+003+000+003+22.932+44.363+004+005+006+0010221024
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 04 /05 / 2021 2:44 PMW:\2020\20327\CADD DATA\LANDSCAPE\_dwg Sheet Files\L20327 L1-1 Landscape PlanOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 STREET PLAN & PROFILE
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 SANI. SEWER PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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 Landscape Architect under the laws
of the State of Minnesota.
Gregory A. Johnson - LA
Project Lead
Drawn By
Checked By
Loucks Project No.
24610
20327
TWM
GAJ
TWM
02/05/21
02/05/21
L3-1 LANDSCAPE DETAILSNSCALE IN FEET
0 30 60
TREE CANOPY
PLAN
L1-1
TREE CANOPY COVERAGE
TREE CANOPY LEGEND
EXISTING CANOPY COVERAGE TO REMAIN
SITE BO
U
N
D
A
R
Y
SITE BOUNDARY SITE BOUNDARYSITE BOUNDARY1
2 3
4
5
6
7 8
9
11
10
12
13 14
15
16
17
18
19 20
21
22
23
24
25
26 27
28
29
31
32
30
33
34
35
36
37
38
39
4540
44
41
46
48
50
47
49
42
43
51
52
53
58
34
54
56 5955
57
SIGNIFICANT TREE TABLE
DISPOSITIONSPECIESDIAM / HT
2
TREE #
MAPLE
1 ELM
3
4
5
6
7
8
23"
9
BOXELDER
10
12
15"
11
15"
13
14
19"
15
16
17
15"
18
19
20
22
21
23
24
25
26
27
28
29
30
SPRUCE
PINE
16"
PINE
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
MAPLE
MAPLE
MAPLE
MAPLE
APPLE
WALNUT
WALNUT
WALNUT
WALNUT
WALNUT
SAVED
SAVED
REMOVED
REMOVED
REMOVED
REMOVED
SAVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
21.5"
17.5"
19.5"
11"
19"
17.5"
17.5"
17.5"
13"
18.5"
10"
10"
12"
12"
13.5"
13.5"
13.5"
15.5"
11.5"
11.5"
17"
25"
21"
29"
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
SAVED
SAVED
SAVED
EXISTING CANOPY COVERAGE TO BE REMOVED
60 - 79
60 - 79
BOXELDER
BOXELDER
TREE PROTECTION FENCE - SEE 1/L1-1
TREE PROTECTION LOUCKS
SCALE: 1/4" = 1'-0"Tree Protection.dwg4'-0"EXISTING GRADE
TREE PROTECTION NOTE:
INSTALL SNOW FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL
BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. FENCING SHALL BE NO
CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES
BEING PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND
SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO
STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL
SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR
TOXIC MATERIALS SUCH AS FUELS AND PAINTS.
THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED
DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN
ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO
THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT.DRIP EDGE OF TREE2" X 4" WOOD STAKE,
POSITIONED AS NOTED.
STRING 4' HIGH,
ORANGE POLYETHYLENE
LAMINAR SAFETY
NETTING BETWEEN
WOOD STAKES PLACED
5' ON CENTER AND
PLACED BETWEEN TREE
PROTECTION AND
DISTURBED AREAS.DRIP EDGE OF TREEEXISTING TREE
TO REMAIN
1
DISPOSITIONSPECIESDIAM / HTTREE #
34
35
36
37
38
39
40
42
41
43
44
45
46
47
48
49
50
52
51
53
54
55
56
57
58
59
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
BOXELDER
BOXELDER
BOXELDER
ELM
WALNUT
PINE
PINE
PINE
PINE
PINE
PINE
PINE
PINE
PINE
PINE
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
17.5"
13"
13"
13"
10"
10"
10"
12"
13.5"
15.5"
15.5"
17"
17"
25"
25"
11"
14"
12.5"
16.5"
22"
15.5"
11"
10.5"
14"
20"
19"
60-79 MISC *SAVED20x15"
*TREES 60 - 79 ARE VARIOUS SPECIES AND
SIZES LOCATED IN THE SOUTHERN PORTION
OF THE PROPERTY. SINCE THEY WERE NOT
INCLUDED IN THE SURVEY THEY ARE
COUNTED AS A GROUP AND SIZED PER THE
AVERAGE SIGNIFICANT TREE CALIPER ON
THE PROPERTY.
32
31
33 ASH
WALNUT
ELM
REMOVED
REMOVED
REMOVED
10"
11.5"
25"
REMOVED
NET SITE AREA
OUTLOT 'A' AND PRIVATE ROAD
EXISTING CANOPY COVERAGE
REQUIRED MINIMUM CANOPY COVERAGE
(LOW DENSITY RESIDENTIAL)
PROPOSED CANOPY COVERAGE
TO REMAIN
DIFFERENCE BETWEEN PROPOSED
CANOPY COVERAGE AND REQUIRED
CANOPY COVERAGE =D-C
A
B
C
D
E
DESCRIPTION %SQUARE
FEET ACRES
TREE CANOPY CALCULATION
59,932
100%
1.38
46,501
122,379
27,878 0.64
2.81
40%
30%
TOTAL AREA 150,257 3.45
45,077 1.03
30.9%1.07
1,424
ADDITIONAL CANOPY REQUIRED - 0
1026102810280+001+002+003+000+003+22.932+44.363+004+005+006+0010221024
1
AB
1
AB
1
AB
DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME SIZE CONTAINER
AB 3 AUTUMN BLAZE MAPLE Acer freemanii `Autumn Blaze`B & B 2.5"Cal
PLANT SCHEDULE
GENERAL NOTES
CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE
SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING
CONDITIONS RELATING TO THE NATURE AND SCOPE OF
WORK.
VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING
TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY
DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN
AND/OR INTENT OF THE PROJECT'S LAYOUT.
ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND
REGULATIONS GOVERNING THE WORK OR MATERIALS
SUPPLIED.
CONTRACTOR SHALL PROTECT ALL EXISTING ROADS,
CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS
DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME
SHALL BE REPAIRED AT NO COST TO THE OWNER.
CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF
ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND
PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE
CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM
10' - 0" CLEARANCE).
ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT
TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY
EXISTING TREES TO REMAIN.
EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER
AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION
SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS.
CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES
PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE
ARCHITECT OF SAME.
THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS,
TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD
ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED
TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE
REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST
BE APPROVED BY LANDSCAPE ARCHITECT.
LANDSCAPE INSTALLATION
COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH
OTHER CONTRACTORS WORKING ON SITE.
NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION
HAS BEEN COMPLETED IN THE IMMEDIATE AREA.
WHERE SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SEED SHALL BE HELD 1"
BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC.
SEED ALL AREAS DISTURBED DUE TO GRADING. MULCH FOR TURF SEEDED AREAS
SHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITH MNDOT 3884.
MULCH FOR SEEDED AREAS WITH SLOPES 15% OR GREATER SHALL BE MNDOT
CATEGORY 1, STRAW RD 1S BLANKET CONFORMING WITH MNDOT 3885.
ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS
NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED
MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO
V-CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL.
STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE
FINISHED GRADE.
PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES
EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES.
NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS
REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR
TO THE SUBMISSION OF A BID AND/OR QUOTATION.
ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN.
ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN
FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE
NOTIFIED.
ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW
RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S
INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH
AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ
PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN
THE TREE SAUCER.
ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND
LABELS FROM PLANTS.
WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER
THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER
MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE
FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1.
MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH UNIFORM PIECE SIZE.
ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP MULCH WITH NO MULCH IN
DIRECT CONTACT WITH TREE TRUNK.
SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER
MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS.
IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN
THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH
MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE
MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT
PRIOR TO PROCUREMENT AND/OR INSTALLATION.
CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE
INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS.
CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY
INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF
VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE
OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED
TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL.
CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR
YEAR BEGINNING ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT
AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL
ACCEPTANCE WILL BE CONSIDERED.
UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL
INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED
TO JUNE 15.
FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL
SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR
FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST
UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY
ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.
PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF EXISTING OAKS ARE
DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN
ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER
WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN
APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE
UNAVOIDABLE.
LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND
COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT
AND AROUND THE BUILDING SITE.
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 04 /05 / 2021 2:45 PMW:\2020\20327\CADD DATA\LANDSCAPE\_dwg Sheet Files\L20327 L1-1 Landscape PlanOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
01-08-21 LOT LINES & GRADING
02-05-21 CONST DOCUMENTS
04/05/21 CITY COMMENTS
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 STREET PLAN & PROFILE
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES
C4-1 UTILITY PLAN
C4-2 SANI. SEWER PLAN & PROFILE
C8-1 - C8-3 DETAIL SHEETS
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License 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 Landscape Architect under the laws
of the State of Minnesota.
Gregory A. Johnson - LA
Project Lead
Drawn By
Checked By
Loucks Project No.
24610
20327
TWM
GAJ
TWM
02/05/21
02/05/21
L3-1 LANDSCAPE DETAILS
LANDSCAPE
PLAN
L2-1
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
SITE BO
U
N
D
A
R
Y
SITE BOUNDARYSITE BOUNDARYNSCALE IN FEET
0 30 60
LANDSCAPE PLAN
GROUNDCOVER LEGEND
MNDOT NATIVE SEED MIX 33-261
STORMWATER
MNDOT SEED MIX 25-131
LOW MAINTENANCE TURF
LOUCKS
Deciduous Tree Planting.dwgSCALE: 1/2" = 1'-0"
2x ROOT BALL WIDTH
CONTRACTOR IS RESPONSIBLE FOR
TESTING PERCOLATION RATES PRIOR
TO PLANTING. NOTIFY LANDSCAPE
ARCHITECT IMMEDIATELY IF POOR
DRAINAGE EXISTS.
SET PLANT ON UNDISTURBED NATIVE
SOIL
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING
EDGE VARIES - SEE PLAN
WOOD STAKE (OPTIONAL)
MULCH - 4" DEEP. NO MULCH IN
CONTACT WITH TRUNK - SEE NOTES
OR SPECS.
ROOT FLARE EVEN WITH OR JUST
ABOVE GRADE.
SAFETY FLAGGING - ONE PER WIRE
TREE WRAP TO FIRST BRANCH
16"x2" POLYPROPYLENE OR
POLYETHYLENE STRAP
WATER TREE THOROUGHLY DURING
PLANTING OPERATIONS. PLACE
BACKFILL IN 8-12" LIFTS AND
SATURATE SOIL WITH WATER. DO
NOT COMPACT MORE THAN
NECESSARY TO MAINTAIN PLUMB.
CUT BACK WIRE BASKET
PRUNE DAMAGED AND CROSSING
BRANCHES AFTER PLANTING IS
COMPLETE.
THE CONTRACTOR IS RESPONSIBLE
FOR MAINTAINING ALL TREES IN A
PLUMB POSITION THROUGH THE
WARRANTY PERIOD. STAKING IS
SUGGESTED, BUT NOT REQUIRED.
ANY STAKING MUST CONFORM WITH
PRACTICES AS DEFINED IN A.N.A.
GUIDELINES FOR STANDARD
PRACTICES
BACKFILL WITH IN SITU TOPSOIL
DECIDUOUS TREE PLANTING1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DEER HAVEN
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
i
TABLE OF CONTENTS
SPECIAL PROVISIONS PAGE
1. REQUEST FOR PLAT APPROVAL............................................................................SP-1
2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1
3. DEVELOPMENT PLANS ............................................................................................SP-1
4. IMPROVEMENTS........................................................................................................SP-2
5. TIME OF PERFORMANCE.........................................................................................SP-2
6. SECURITY....................................................................................................................SP-2
7. NOTICE.........................................................................................................................SP-3
8. OTHER SPECIAL CONDITIONS................................................................................SP-3
9. GENERAL CONDITIONS............................................................................................SP-5
GENERAL CONDITIONS
1. RIGHT TO PROCEED.................................................................................................GC-1
2. PHASED DEVELOPMENT.........................................................................................GC-1
3. PRELIMINARY PLAT STATUS................................................................................GC-1
4. CHANGES IN OFFICIAL CONTROLS .....................................................................GC-1
5. IMPROVEMENTS.......................................................................................................GC-1
6. IRON MONUMENTS..................................................................................................GC-2
7. LICENSE......................................................................................................................GC-2
8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2
8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR
OTHER BUILDING.........................................................................................GC-2
9. CLEAN UP...................................................................................................................GC-3
10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3
11. CLAIMS .......................................................................................................................GC-3
12. PARK DEDICATION..................................................................................................GC-3
13. LANDSCAPING ..........................................................................................................GC-3
14. WARRANTY................................................................................................................GC-4
15. LOT PLANS.................................................................................................................GC-4
16. EXISTING ASSESSMENTS .......................................................................................GC-4
17. HOOK-UP CHARGES.................................................................................................GC-4
18. PUBLIC STREET LIGHTING.....................................................................................GC-4
19. SIGNAGE.....................................................................................................................GC-5
20. HOUSE PADS..............................................................................................................GC-5
21. RESPONSIBILITY FOR COSTS ................................................................................GC-5
22. DEVELOPER'S DEFAULT.........................................................................................GC-6
22. MISCELLANEOUS
A. Construction Trailers.........................................................................................GC-6
B. Postal Service....................................................................................................GC-7
C. Third Parties......................................................................................................GC-7
D. Breach of Contract............................................................................................GC-7
E. Severability.......................................................................................................GC-7
ii
F. Building Permits ...............................................................................................GC-7
G. Waivers/Amendments.......................................................................................GC-7
H. Release..............................................................................................................GC-7
I. Insurance...........................................................................................................GC-7
J. Remedies...........................................................................................................GC-8
K. Assignability.....................................................................................................GC-8
L. Construction Hours...........................................................................................GC-8
M. Noise Amplification..........................................................................................GC-8
N. Access...............................................................................................................GC-8
O. Street Maintenance............................................................................................GC-8
P. Storm Sewer Maintenance................................................................................GC-9
Q. Soil Treatment Systems ....................................................................................GC-9
R. Variances...........................................................................................................GC-9
S. Compliance with Laws, Ordinances, and Regulations .....................................GC-9
T. Proof of Title.....................................................................................................GC-9
U. Soil Conditions................................................................................................GC-10
V. Soil Correction................................................................................................GC-10
W. Haul Routes...........................................................................................................GC-10
X. Development Signs...............................................................................................GC-10
Y. Construction Plans................................................................................................GC-10
Z. As-Built Lot Surveys............................................................................................GC-11
SP-1
CITY OF CHANHASSEN
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
DEER HAVEN
SPECIAL PROVISIONS
AGREEMENT dated May 10, 2021 by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation (the "City"), SCHAEFCO DEVELOPMENT, LLC, a Minnesota
limited liability company (the "Developer").
1. Request for Plat Approval. The Developer has asked the City to approve a plat for
Deer Haven (referred to in this Contract as the "plat"). The land is legally described on the attached
Exhibit "A".
2. Conditions of Plat Approval. The City hereby approves the plat on condition that
the Developer enter into this Contract, furnish the security required by it, and record the plat with the
County Recorder or Registrar of Titles within 30 days after the City Council approves the plat.
3. Development Plans. The plat shall be developed in accordance with the following
plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may
be prepared, subject to City approval, after entering the Contract, but before commencement of any
work in the plat. If the plans vary from the written terms of this Contract, the written terms shall
control. The plans are:
Plan A: Final plat approved May 3, 2021, prepared by Loucks.
Plan B: Grading, Drainage and Erosion Control Plan dated May 3, 2021, prepared by Loucks.
Plan C: Plans and Specifications for Improvements dated May 3, 20201, prepared by Loucks.
Plan D: Landscape Plan dated April 5, 2021, prepared by Loucks.
SP-2
4. Improvements. The Developer shall install and pay for the following:
A. Sanitary Sewer System
B. Water System
C. Storm Water Drainage System
D. Streets
E. Concrete Curb and Gutter
F. Street Lights
G. Site Grading/Restoration
H. Underground Utilities (e.g. gas, electric, telephone, CATV)
I. Setting of Lot and Block Monuments
J. Surveying and Staking
K. Landscaping
L. Erosion Control
5. Time of Performance. The Developer shall install all required improvements except
for the wear course on public streets by November 15, 2021. The Developer may, however, request
an extension of time from the City Engineer. 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.
6. Security. To guarantee compliance with the terms of this Contract, payment of
special assessments, payment of the costs of all public improvements, and construction of all public
improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto,
from a bank acceptable to the City, or cash escrow ("security") for $202,195.76. The amount of the
security was calculated as 110% of the following:
Site Grading/Erosion Control/Restoration $ 14,524.00
Sanitary Sewer $ 53,802.00
Watermain $ 25,536.00
Streets (including street signs and light)$ 74,775.00
Sub-total, Construction Costs $ 168,637.00
Engineering, surveying, and inspection (7% of construction costs)$ 11,804.59
Landscaping (2% of construction costs)$ 3,372.74
Sub-total, Other Costs $ 15,177.33
TOTAL COST OF PUBLIC IMPROVEMENTS $ 183,814.33
SECURITY AMOUNT (110% of 183,814.33)$ 202,195.76
This breakdown is for historical reference; it is not a restriction on the use of the security. The security
shall be subject to the approval of the City. The City may draw down the security, without notice, for
any violation of the terms of this Contract. If the required public improvements are not completed at
SP-3
least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the
security is drawn down, the draw shall be used to cure the default. With City approval, the security
may be reduced from time to time as financial obligations are paid, but in no case shall the security
be reduced to a point less than 10% of the original amount until (1) all improvements have been
completed, (2) iron monuments for lot corners have been installed, (3) all financial obligations to the
City satisfied, (4) the required “record” plans have been received by the City, (5) a warranty security
is provided, and (6) the public improvements are accepted by the City.
7. Notice. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at
the following address:
Tim Brown
Schaefco Development, LLC
PO BOX 219
Victoria, MN 55386
Phone: 612-802-6948
Email: tim@schaefco.com
Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or
mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen
City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952)
227-1100.
8. Other Special Conditions.
A. FEES
1. Prior to release of the plat for recording and prior to scheduling a pre-construction meeting,
Developer shall submit to the City $42,157.65 for the following City fees:
*Administration fee (based on estimated construction cost of $168,637.00, 3.0% as costs
are less than $500,000.00 $ 5,059.11
GIS fee:3 parcels @ $30/parcel + $100 for the plat $ 190.00
Partial payment of City sewer and water hookup fees:
3 units @ $691/unit (sewer) + $2,476/unit (water)$ 9,501.00
Street light operating fee: 1 light @ $300/light $ 300.00
Attorney Fee for Review and Recording of Plat and DC $ 450.00
Park Fee $17,400.00
Surface Water Management Fee $ 9,257.54
Total $42,157.65
SP-4
B. CONDITIONS OF APPROVAL
Building:
1. Building plans must provide sufficient information to verify that proposed building meets all
requirements of the Minnesota State Building Code; additional comments or requirements
may be required after plan review.
2. A building permit must be obtained before beginning any construction.
3. Retaining walls more than four feet high must be designed by a professional engineer and a
building permit must be obtained prior to construction.
4. If any soil corrections are done on the property, a final grading plan and soil report must be
submitted to the Inspections Division before permits will be issued.
Engineering/Water Resources:
1. A roadway easement from PID 254150012 is required in order to construct the public street.
The easement shall be reviewed and approved by the city and shall be recorded either prior
to or concurrently with the final plat.
2. Upon acceptance by City Council, the sanitary sewer and water mains will become publicly
owned and maintained.
3. The applicant shall lower proposed MH 04-133 to attain the required minimum 9 foot depth
of sanitary lateral at the property line per Detail #2001.
4. The private street shall be owned and maintained by the benefiting properties.
5. The newly installed stormwater facilities and appurtenances shall be owned and maintained
by the benefiting properties.
6. Encroachment agreements for all existing and proposed structures within public DUE or
right-of-way shall be filed concurrently with the recording of the final plat.
7. The applicant shall apply for and obtain permits from the appropriate regulatory agencies, as
necessary, i.e. Minnehaha Creek Watershed District, Carver County, Minnesota Pollution
Control Agency, Minnesota Department of Natural Resources, Army Corps of Engineers,
etc. and comply with their conditions of approval.
8. The applicant shall enter into a Development Contract with the City and pay all the
applicable fees and securities prior to recording of final plat.
SP-5
9. The applicant and their Engineer shall work with City staff in amending the construction
plans, dated May 3, 2021 prepared by Todd McLouth, PE with Loucks to fully satisfy staff
concerns. Final construction plans will be subject to review and approval by staff.
10. A geotechnical engineering firm shall be on-site during grading operations as required to
ensure conformance to City Standards and Specifications and all Minnesota Building Codes.
11. The applicant shall provide an operation and maintenance plan (O&M) for the private
stormwater BMPs. The O&M of private stormwater BMPs is required in perpetuity and
must be approved by the Water Resources Coordinator, or their designee, to be recorded
against the benefiting properties. It is recommended that a Homeowners Association be
formed and the declarations address the maintenance responsibilities and associated costs of
repairs and maintenance of the private stormwater facilities. All conditions, comments, and
applicable permits required by Minnehaha Creek Watershed District shall be adhered to.
Environmental Resources:
1. Tree preservation fencing must be installed at the edge of grading limits prior to any grading
activities.
2. Rectify discrepancy of trees 26 – 28 on plan sheets C1-2 (demolition) and L1-1 (tree
canopy).
Fire:
1. The road width proposed of 24 feet would require No Parking Fire Lane signs on both sides.
Parks:
1. Park fees of $17,400.00 (3 x $5,800) for the three new lots shall be paid prior to
recording the final plat.
Planning:
1. The front lot line for Lots 1, 2 and 3 shall be the easterly property line.
An access and maintenance agreement for the private street shall be recorded with the plat.
9. General Conditions. The general conditions of this Contract are attached as Exhibit
"B" and incorporated herein.
SP-6
CITY OF CHANHASSEN
BY:
Elise Ryan, Mayor
(SEAL)
AND:
Laurie Hokkanen, City Manager
STATE OF MINNESOTA)
(ss.
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this day of ,
20__, by Elise Ryan, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted
by its City Council.
NOTARY PUBLIC
SP-7
SCHAEFCO DEVELOPMENT, LLC:
BY:
Tim Brown, Partner and Vice President
STATE OF MINNESOTA )
( ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of ,
20__, by Tim Brown, Partner and Vice President of Schaefco Development, LLC, a Minnesota
limited liability company, on behalf of the company.
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-1100
EXHIBIT "A"
TO
DEVELOPMENT CONTRACT
LEGAL DESCRIPTION OF SUBJECT PROPERTY:
That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23,
Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said
Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast
Quarter of the Northeast Quarter to a point 660.00 feet North of the Southeast corner of said
Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast
Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the
North line of said Southeast Quarter of the Northeast Quarter distance 198.00 feet Westerly from
the point of beginning; thence Easterly along said North line 198.00 feet to the point of beginning,
except the North 50.00 feet thereof.
MORTGAGE HOLDER CONSENT
TO
DEVELOPMENT CONTRACT
MIN 100853701038975545
MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC., a Delaware
corporation, as nominee for the Lender LOANDEPOT.COM, LLC, a Delaware limited liability
company, its successors and assigns, which holds a mortgage dated, October 31, 2020, filed
November 13, 2020, as Document No. A710173 with the office of the Carver County Recorder, on
the subject property, the development of which is governed by the foregoing Development Contract,
agrees that the Development Contract shall remain in full force and effect even if it forecloses on its
mortgage.
Dated this day of , 2021.
MORTGAGE ELECTRONIC
REGISTRATION SYSTEMS, INC.
By
_________________________ [print name]
Its ______________________ [title]
STATE OF _____________ )
) ss.
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this _________________ day of
______________________________, 2021, by _____________________________________ the
__________________________________of MORTGAGE ELECTRONIC REGISTRATION
SYSTEMS, INC., a Delaware corporation, on behalf of the entity.
________________________________________
Notary Public
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-1100
FEE OWNER CONSENT
TO
DEVELOPMENT CONTRACT
KENNETH ASHFELD AND BARBARA BERSIE-ASHFELD, husband and wife, fee owners of
all or part of the subject property, the development of which is governed by the foregoing
Development Contract, affirm and consent to the provisions thereof and agree to be bound by the
provisions as the same may apply to that portion of the subject property owned by them.
Dated this day of , 2021.
Kenneth Ashfeld
Barbara Bersie-Ashfeld
STATE OF MINNESOTA )
( ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of ,
2021, by Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wife.
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-1100
IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO: City of Chanhassen
7700 Market Boulevard, Box 147
Chanhassen, Minnesota 55317
Dear Sir or Madam:
We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable
Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the
undersigned bank.
The draft must:
a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________,
2______, of (Name of Bank) ";
b) Be signed by the Mayor or City Manager of the City of Chanhassen.
c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30,
2______.
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-
five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank
delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this
Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S.
Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen
City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is
actually received by the City Manager at least thirty (30) days prior to the renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified,
amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not
referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw
may be made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and
Practice for Documentary Credits, International Chamber of Commerce Publication No. 600.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly
honored upon presentation.
BY: ____________________________________
Its ______________________________
GC-1
CITY OF CHANHASSEN
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
EXHIBIT "B"
GENERAL CONDITIONS
1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade
or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public
or private improvements, or any buildings 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 and fees have been received by the City, 3) the plat has been recorded with the County
Recorder's Office or Registrar of Title’s Office of the County where the plat is located, and 4) the City
Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer
may proceed.
2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the
City may refuse to approve final plats of subsequent phases if the Developer has breached this
Contract and the breach has not been remedied. Development of subsequent phases may not proceed
until Development Contracts for such phases are approved by the City. Park charges and area charges
for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat
that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such
charges will be calculated and imposed when the outlots are final platted into lots and blocks.
3. Preliminary Plat Status. If the plat is a phase of a multi-phased preliminary plat, the
preliminary plat approval for all phases not final platted shall lapse and be void unless final platted
into lots and blocks, not outlots, within two (2) years after preliminary plat approval.
4. Changes in Official Controls. For two (2) years from the date of this Contract, no
amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current
urban service area, or official controls shall apply to or affect the use, development density, lot size,
lot layout or dedications of the approved plat unless required by state or federal law or agreed to in
writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the
contrary, to the full extent permitted by state law the City may require compliance with any
amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements
enacted after the date of this Contract.
5. Improvements. The improvements specified in the Special Provisions of this
Contract shall be installed in accordance with City standards, ordinances, and plans and specifications
which have been prepared and signed by a competent registered professional engineer furnished to
the City and approved by the City Engineer. The Developer shall obtain all necessary permits from
the Metropolitan Council Environmental Services and other pertinent agencies before proceeding
GC-2
with construction. The City will, at the Developer's expense, have one or more construction inspectors
and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a
qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be
submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector
to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the
construction is being performed to an acceptable level of quality in accordance with the engineer's
design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually
agreeable time at the City Council chambers with all parties concerned, including the City staff, to
review the program for the construction work.
6. Iron Monuments. Before the security for the completion of utilities is released, all
monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1.
The Developer's surveyor shall submit a written notice to the City certifying that the monuments have
been installed.
7. License. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the plat to perform all work and inspections deemed appropriate by the
City in conjunction with plat development.
8. Site Erosion and Sediment Control. Before the site is rough graded, and before any
utility construction is commenced or building permits are issued, the erosion and sediment control
plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose
additional erosion and sediment control requirements if they would be beneficial. All areas disturbed
by the excavation and backfilling operations shall be reseeded forthwith after the completion of the
work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall
be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall
be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that
time is of the essence in controlling erosion and sediment transport. If the Developer does not comply
with the erosion and sediment control plan and schedule of supplementary instructions received from
the City, the City may take such action as it deems appropriate to control erosion and sediment
transport at the Developer's expense. 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. No development will be allowed and no building permits will be issued
unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and
sediment control needs to be maintained until vegetative cover has been restored, even if construction
has been completed and accepted. After the site has been stabilized to where, in the opinion of the
City, there is no longer a need for erosion and sediment control, the City will authorize the removal
of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and
dispose of the erosion and sediment control measures.
8a. Erosion Control During Construction of a Dwelling or Other Building. Before a
building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash
escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City
Code § 7-22.
GC-3
9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily
clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that
has resulted from construction work by the Developer, its agents or assigns.
10. Acceptance and Ownership of Improvements. Upon completion and acceptance
by the City of the work and construction required by this Contract, the improvements lying within
public easements shall become City property. After completion of the improvements, a representative
of the contractor, and a representative of the Developer's engineer will make a final inspection of the
work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be
satisfied that all work is satisfactorily completed in accordance with the approved plans and
specifications and the Developer and his engineer shall submit a written statement to the City
Engineer certifying that the project has been completed in accordance with the approved plans and
specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the
public improvements shall be by City Council resolution.
11. Claims. In the event that the City receives claims from laborers, materialmen, or
others that work required by this Contract has been performed, the sums due them have not been paid,
and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted
with the City, and if the claims are not resolved at least ninety (90) days before the security required
by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader
action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon
the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with
the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from
any further proceedings as it pertains to the letters of credit deposited with the District Court, except
that the Court shall retain jurisdiction to determine attorneys' fees.
12. Park Dedication. The Developer shall pay full park dedication fees in conjunction
with the installation of the plat improvements. The park dedication fees shall be the current amount
in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council
resolutions.
13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless
otherwise approved by the City, trees not listed in the City’s approved tree list are prohibited. The
minimum tree size shall be two and one-half (2½) inches caliper, either bare root in season, or balled
and burlapped. The trees may not be planted in the boulevard (area between curb and property line).
In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the
Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a
minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas
of the lot. If these improvements are not in place at the time a certificate of occupancy is requested,
a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City.
These conditions must then be complied with within two (2) months after the certificate of occupancy
issued, except that if the certificate of occupancy is issued between October 1 through May 1 these
conditions must be complied with by the following July 1st. Upon expiration of the time period,
inspections will be conducted by City staff to verify satisfactory completion of all conditions. City
staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the
GC-4
escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be
returned. If the requirements are not satisfied, the City may use the security to satisfy the
requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant
to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances.
These requirements supplement, but do not replace, specific landscaping conditions that may have
been required by the City Council for project approval.
14. Warranty. The Developer warrants all improvements required to be constructed by
it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit
either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit
for twenty-five percent (25%) of the amount of the original cost of the improvements.
A. The required warranty period for materials and workmanship for the utility contractor
installing public sewer and water mains shall be two (2) years from the date of final written City
acceptance of the work.
B. The required warranty period for all work relating to street construction, including
concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2)
years from the date of final written acceptance.
C. The required warranty period for sod, trees, and landscaping is one full growing
season following acceptance by the City.
15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage,
Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for
review and approval by the City Engineer. Each plan shall assure that drainage is maintained away
from buildings and that tree removal is consistent with development plans and City Ordinance.
16. Existing Assessments. Any existing assessments against the plat will be re-spread
against the plat in accordance with City standards.
17. Hook-up Charges. . At the time of final plat approval the Developer shall pay
30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot
in the plat in the amount specified in Special Provision, Paragraph 8, of this Development
Contract. The balance of the hook-up charges is collected at the time building permits are issued
are based on 70% of the rates then in effect, unless a written request is made to assess the costs
over a four year term at the rates in effect at time of application.
18. Public Street Lighting. The Developer shall have installed and pay for public street
lights in accordance with City standards. The public street lights shall be accepted for City ownership
and maintenance at the same time that the public street is accepted for ownership and maintenance.
A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City
signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in
GC-5
the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street
light for twenty (20) months.
19. Signage. All street signs, traffic signs, and wetland monumentation required by the
City as a part of the plat shall be furnished and installed by the City at the sole expense of the
Developer.
20. House Pads. The Developer shall promptly furnish the City "as-built" plans
indicating the amount, type and limits of fill on any house pad location.
21. Responsibility for Costs.
A. The Developer shall pay an administrative fee in conjunction with the installation
of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such
as review of construction documents, preparation of the Development Contract, monitoring
construction progress, processing pay requests, processing security reductions, and final acceptance
of improvements. This fee does not cover the City's cost for construction inspections. The fee shall
be calculated as follows:
i) if the cost of the construction of public improvements is less than $500,000,
three percent (3%) of construction costs;
ii) if the cost of the construction of public improvements is between $500,000 and
$1,000,000, three percent (3%) of construction costs for the first $500,000 and
two percent (2%) of construction costs over $500,000;
iii) if the cost of the construction of public improvements is over $1,000,000, two
and one-half percent (2½%) of construction costs for the first $1,000,000 and
one and one-half percent (1½%) of construction costs over $1,000,000.
Before the City signs the final plat, the Developer shall deposit with the City a fee based upon
construction estimates. After construction is completed, the final fee shall be determined based upon
actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special
Provisions.
B. In addition to the administrative fee, the Developer shall reimburse the City for all
costs incurred by the City for providing construction and erosion and sediment control inspections.
This cost will be periodically billed directly to the Developer based on the actual progress of the
construction. Payment shall be due in accordance with Article 21E of this Agreement.
C. The Developer shall hold the City and its officers and employees harmless from
claims made by itself and third parties for damages sustained or costs incurred resulting from plat
approval and development. The Developer shall indemnify the City and its officers and employees
for all costs, damages, or expenses which the City may pay or incur in consequence of such claims,
including attorneys' fees.
GC-6
D. In addition to the administrative fee, the Developer shall reimburse the City for
costs incurred in the enforcement of this Contract, including engineering and attorneys' fees.
E. The Developer shall pay in full all bills submitted to it by the City for obligations
incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt all plat development work and construction, including but not limited to the issuance
of building permits for lots which the Developer may or may not have sold, until the bills are paid in
full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year.
F. 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"), City water connection charges, City sewer connection charges, and building permit fees.
G. Private Utilities. The Developer shall have installed and pay for the installation of
electrical, natural gas, telephone, and cable television service in conjunction with the overall
development improvements. These services shall be provided in accordance with each of the
respective franchise agreements held with the City.
H. The developer shall pay the City a fee established by City Council resolution,
to reimburse the City for the cost of updating the City’s base maps, GIS data base files, and converting
the plat and record drawings into an electronic format. Record drawings must be submitted within
four months of final acceptance of public utilities. All digital information submitted to the City shall
be in the Carver County Coordinate system.
22. Developer's Default. 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 is first
given notice of the work in default, not less than four (4) days in advance. This Contract 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.
23. Miscellaneous.
A. Construction Trailers. Placement of on-site construction trailers and temporary job
site offices shall be approved by the City Engineer as a part of the pre-construction meeting for
installation of public improvements. Trailers shall be removed from the subject property within thirty
(30) days following the acceptance of the public improvements unless otherwise approved by the City
Engineer.
B. Postal Service. The Developer shall provide for the maintenance of postal
service in accordance with the local Postmaster's request.
C. Third Parties. Third parties shall have no recourse against the City under this
Contract. The City is not a guarantor of the Developer’s obligations under this Contract. The City
GC-7
shall have no responsibility or liability to lot purchasers or others for the City’s failure to enforce this
Contract or for allowing deviations from it.
D. Breach of Contract. Breach of the terms of this Contract by the Developer shall
be grounds for denial of building permits, including lots sold to third parties. The City may also issue
a stop work order halting all plat development until the breach has been cured and the City has
received satisfactory assurance that the breach will not reoccur.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or
phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Building Permits. Building permits will not be issued in the plat until sanitary
sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the
streets needed for access have been paved with a bituminous surface and the site graded and
revegetated in accordance with Plan B of the development plans.
G. Waivers/Amendments. The action or inaction of the City shall not constitute a
waiver or amendment to the provisions of this Contract. 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 Contract shall not be a waiver or release.
H. Release. This Contract shall run with the land and may be recorded against the
title to the property . After the Developer has completed the work required of it under this Contract,
at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the
issuance of such a certificate, individual lot owners may make as written request for a certificate
applicable to an individual lot allowing a minimum of ten (10) days for processing.
I. Insurance. Developer shall take out and maintain until six (6) months after the City
has accepted the public improvements, public liability and property damage insurance covering
personal injury, including death, and claims for property damage which may arise out of Developer's
work or the work of its subcontractors or by one directly or indirectly employed by any of them.
Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for
each occurrence; limits for property damage shall be not less than $500,000 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, and the Developer 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. The certificate may not contain any
disclaimer for failure to give the required notice.
J. Remedies. Each right, power or remedy herein conferred upon the City is
cumulative and in addition to every other right, power or remedy, expressed 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
GC-8
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.
K. Assignability. The Developer may not assign this Contract 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.
L. Construction Hours. Construction hours, including pick-up and deliveries of
material and equipment and the operation of any internal combustion engine, may only occur
from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such
activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors,
agents and supplies to comply with these requirements and the Contractor is responsible for their
failure to do so. Under emergency conditions, this limitation may be waived by the written consent
of the City Engineer. If construction occurs outside of the permitted construction hours,
the Contractor shall pay the following administrative penalties:
First violation $ 500.00
Second violation $ 1,000.00
Third & subsequent violations All site development and construction must
cease for seven (7) calendar days
M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and
similar devices is prohibited in conjunction with the construction of homes, buildings, and the
improvements required under this contract. The administrative penalty for violation of construction
hours shall also apply to violation of the provisions in this paragraph.
N. Access. All access to the plat prior to the City accepting the roadway
improvements shall be the responsibility of the Developer regardless if the City has issued building
permits or occupancy permits for lots within the plat.
O. Street Maintenance. The Developer shall be responsible for all street maintenance
until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer
when hazards develop in streets to prevent the public from traveling on same and directing attention
to detours. If streets become impassable, the City may order that such streets shall be barricaded and
closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage.
The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance
of the streets. The City shall have complete discretion to approve or reject the request. The City shall
not be responsible for reshaping or damage to the street base or utilities because of snow plowing
operations. The provision of City snow plowing service does not constitute final acceptance of the
streets by the City.
P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and
maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales)
within the plat and the adjacent off-site storm sewer system that receives storm water from the plat.
The Developer shall follow all instructions it receives from the City concerning the cleaning and
GC-9
maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end
two (2) years after the public street and storm drainage improvements in the plat have been accepted
by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special
provisions of this contract, will be held by the City for the duration of the 2-year maintenance period.
Q. Soil Treatment Systems. If soil treatment systems are required, the Developer
shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first
provided, the two soil treatment sites identified during the platting process for each lot. This shall be
done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render
them as unacceptable and replacement sites will need to be located for each violated site in order to
obtain a building permit.
R. Variances. By approving the plat, the Developer represents that all lots in the plat
are buildable without the need for variances from the City's ordinances.
S. Compliance with Laws, Ordinances, and Regulations. In the development of the
plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District(s);
5. Metropolitan Government, its agencies, departments and commissions.
T. Proof of Title. Upon request, the Developer shall furnish the City with evidence
satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to
enter into this Development Contract.
U. Soil Conditions. The Developer acknowledges that the City makes no
representations or warranties as to the condition of the soils on the property or its fitness for
construction of the improvements or any other purpose for which the Developer may make use of
such property. The Developer further agrees that it will indemnify, defend, and hold harmless the
City, its governing body members, officers, and employees from any claims or actions arising out of
the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or
pollutants were caused to be there by the City.
V. Soil Correction. The Developer shall be responsible for soil correction work on
the property. The City makes no representation to the Developer concerning the nature of suitability
of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have
no fill material a soils report from a qualified soils engineer is not required unless the City's building
inspection department determines from observation that there may be a soils problem. On lots with
fill material that have been mass graded as part of a multi-lot grading project, a satisfactory soils report
from a qualified soils engineer shall be provided before the City issues a building permit for the lot.
On lots with fill material that have been custom graded, a satisfactory soils report from a qualified
soils engineer shall be provided before the City inspects the foundation for a building on the lot.
GC-10
W. Haul Routes. The Developer, the Developer’s contractors or subcontractors
must submit proposed haul routes for the import or export of soil, construction material,
construction equipment or construction debris, or any other purpose. All haul routes must be
approved by the City Engineer
X. Development Signs. The Developer shall post a six foot by eight foot
development sign in accordance with City Detail Plate No. 5313 at each entrance to the project.
The sign shall be in place before construction of the required improvements commences and shall
be removed when the required improvements are completed, except for the final lift of asphalt on
streets. The signs shall contain the following information: project name, name of developer,
developer’s telephone number and designated contact person, allowed construction hours.
Y. Construction Plans. Upon final plat approval, the developer shall provide the
City with two complete sets of full-size construction plans and four sets of 11”x17” reduced
construction plan sets and three sets of specifications. Within four months after the completion of
the utility improvements and base course pavement and before the security is released, the Developer
shall supply the City with the following: (1) a complete set of reproducible Mylar as-built plans, (2)
two complete full-size sets of blue line/paper as-built plans, (3) two complete sets of utility tie sheets,
(4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all
utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as-built plans in
both .dxf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital
file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities
installed, including the per lineal foot bid price. The Developer is required to submit the final plat in
electronic format.
Z. As-Built Lot Surveys. An as-built lot survey will be required on all lots prior to
the Certificate of Occupancy being issued. The as-built lot survey must be prepared, signed, and
dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before
the as-built survey is completed. If the weather conditions at the time of the as-built are not conducive
to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and
the as-built escrow withheld until all work is complete.