Email to Saam 6-1-04
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Saam, Matt
From: AI-Jaff, Sharmeen
Sent: Tuesday, June 01, 2004 2:48 PM
To: Saam, Matt
RECDMMENDA TION
Staff recommends the rltllmil'l~ Cal'l'iI'l'Ü33iofl City Council adopt the following motions:
PRELIMINARyeLA T
"The rlttl'lfling Calm'i.Í33ial'l [u;amm<:I,,:b ttpPIa, ttl of City Council approve the preliminary plat for Planning Casl
04-15 for Stone Creek Town Offices as shown on the plans recei ved April 13, 2004, subject to the followin;
conditions:
1. The total SWMP fee, due payable to the City at the time of final plat recording, is $64,268.
2. A park fee of $94,010 shall be paid for the 13.43 acres at the time of the replat.
~\ 3. Submit a private cross-access and cross-parking easement against all lots at time of final plat recording.
r 11 \~ Cross-access easements for the shared dri veway accesses must be obtained and recorded against all lots.
~. Add the following City of Chanhassen Detail Plate Nos. 1004, 1005, 1006,2001,2101,2103,2201,2204,
3101,3102,5201,5203,5207,5214,5215,5216,5300 and 5302.
~.
~J'
Prior to final plat approval, a professional civil engineer registered in the state of Minnesota must sign all
plans.
Prior to final platting, storm sewer design data will need to be submitted for staff review. The storm sewer
will have to be designed for a lO-year, 24-hour storm event.
~1~taff recommends that type II silt fence he used adjacent to the storm pond and the creek.
A~)iM Any off-site grading will require easements from the appropriate property owner.
~\ 9. Installation of the private utilities for the site will require permits and inspections through the City's Building
Department.
f1 10.
f\ 11.
6/1/2004
The site has previously been assessed for utility and street improvements. The remaining assessment due
payable to the City is $103,521.12. This assessment may be respread against the newly platted lots on a per-
area basis or paid at the time of final platting. Sanitary sewer and water hookup charges will also be
applicable for the new lots. The 2004 trunk hookup charge is $1,458 per unit for sanitary sewer and $2,814
per unit for water-main. The hookup charges are based on the number of SAC units assigned by the Met
Council for the new lots. Sanitary sewer and water-main hookup fees may be specially assessed against the
parcel at the time of building permit issuance.
All of the public utility improvements are required to be constructed in accordance with the City's latest
edition of Standard Specifications and Detail Plates. Upon completion of the utility improvements, the public
utilities will be turned over to the City for maintenance and ownership. The applicant is required to enter into
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a development contract with the City and supply the necessary financial security in the form of a letter of credit or
cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The
applicant must be aware that public utility improvements will require a preconstruction meeting before
building permit issuance. Installation of the private utilities for the site will require permits and inspections
through the City's Building Department. Permits from the appropriate regulatory agencies must be obtained,
including but not limited to the MPCA, Department of Health, and the Watershed District.
~ On the utihty plan:
Rt "I a. Show the existing and proposed utility easements.
Y Add a storm sewer schedule.
Y Revise the Sewer Note No.1 to be, "All sanitary services shall be 6" PVC SDR26.
d. Add a note "any connection to existing structures must be core drilled."
e. Remove the existing 24-inch storm stub to the north and bulkhead the invert at the manhole.
/' Delete the sanitary sewer connection at the southwest corner of the site and utilize the existing sanitary
stub in the cul-de-sac.
J1! Revise the proposed storm sewer within the cul-de-sac from a 12-inch to a IS-inch pipe.
1~ On the grading plan:
~ e~ t"ð a. Show all existing and proposed easements.
ÝShow the benchmark used for the site survey.
c. Show a minimum 7S-foot rock construction entrance.
d. Revise the side slope to 3: 1 maximum along the northeast side of the parking lot and at the southeasterly
corner of lot 2S.
14. The 8-inch water and sewer mains will be considered public utility lines since they serve multiple lots. As
~t& ~Wsuch, minimum 30-foot wide public easements will be required over the portion of the public utility lines that
1'n' are outside of the right-of-way.
A~ \ 'e.4...:rhe Stone Cree k Dei ve cui-dc-sac must he hui It wi th a 48- foot radi us and B -6 I 8 concrcte curb and gutter.
~~Jhe private street must be built to a 9-ton design, paved to a 26-foot width, and contained within a 40-foot
~\L,,··private easement. The developer will be required to submit certification reports from a soil testing company
"IT which show that the private street was built to these standards.
17. Lot 26 may be used for parking purposed only.
18. The applicant shall execute a cross parking agreement with the Family of Christ Lutheran Church which shall
encompass the 60 parking spaces shown in attachment 7.
19. The applicant shall execute a cross parking agreement with the Family of Christ Lutheran Church which shall
encompass the 60 parking spaces shown in attachment 6."
6/1/2004