Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
CAS-05_PLANNING CASE NO. 2019-05❑�c
Roger N. Knutson
Elliott B. Knetsch
Joel J. jamnik
Andrea McDowell Poehler
Soren M. Mattick
Henry A. Schaeffer, III
Alina Schwartz
Shana N. Conklin
Amy B. Schutt
James J. Monge, III
Jerome M. Porter
David S. Kendall
Kurt S. Fischer
Thomas J. Campbell*
*Retired
Grand Oak Olrce Ccnto 1
860 Blue Gentian Road
Suite 290
Ewan, Minnesota 331 '_ 1
:Main: 631-452-SOW
Fax: 6S 1 -134-6237
�� �cm.ck-la�c.mm
r
L-A
•
NMMN
PROFESSIONAL ♦ ASSOCIATION
October 1, 2019
Ms. Jean Steckling
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
Re: Miscellaneous Recordings
Dear Ms. Steckling:
Please find enclosed, for the City's files, the following documents that have been
recorded with the Carver County Recorder:
Variance 2019-11 recorded on September 24, 2019 as document number
A683518; and
2. Site Plan Permit 2019-05/Camp Tanadoona recorded on September 24,
2019 as document number A683520.
Thank you.
Very truly yours,
CAMPBELL KNUTSON
Professional Associati n
Jean s sistant
/jmo
Enclosures
43NNos
CITY OF CHANHASSEN
RECEIVED
OCT 03 2019
CHANHAM R ANNING DEFT
202980v2
Document #: A683520
Date: 09-24-2019 Time 3:35 PM Pages: 13
Recording Fee: $46.00
Paid on 09-24-2019
County: Carver state: MN
Requesting Party: CAMPBELL KNUTSON PA
Kaaren Lewis
County Recorder
This cover page has been added to this document by Carver County Land Records
and is now an official part of this recorded document
CITY OF CHANHASSEN
SITE PLAN PERMIT 2019-05
CAMP TANADOONA
SPECIAL PROVISIONS
AGREEMENT dated July 8, 2019 by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation, (the "City"), and THE MINNESOTA CAMP FIRE
FOUNDATION, a Minnesota non-profit corporation under the laws of Minnesota Statutes Chapter
317A (the "Owner" and "Developer").
I . Request for Site Plan Approval. The Developer has asked the City to approve a site
plan for the construction of a 10,500 square foot dining hall (referred to in this Permit as the "project').
The land is legally described as:
All that part of Government Lot 9 in Section 8, Township 116 North, Range 23
West, and also all that part of the Southwest Quarter of the Northwest Quarter of
Section 9 in said Township and Range, all lying Northerly of the following
described line:
Commencing at the Southeast corner of the Southwest Quarter of the Northwest
Quarter of Section 9; thence North 69 degrees 7 minutes West 1585.7 feet; thence
North 86 degrees 31 minutes West 1210 feet to the shore of Lake Minnewashta.
All in Carver County, Minnesota
AND
1
All that part of the Southwest Quarter of the Northeast Quarter and the Southeast
Quarter of the Northwest Quarter of Section 9, Township 116 North, Range 23
West, lying Westerly of the centerline of State Trunk Highway No. 41, as now
laid out (formerly Trunk Highway No. 12), Carver County, Minnesota, except
that parcel described as follows:
That part of the Southwest Quarter of the Northeast Quarter of Section 9,
Township 116 North, Range 23 West, described as follows: Commencing at the
point of intersection of the South line of the Northwest Quarter of said Section
with the centerline of State Highway No. 41 as now laid out; thence Northeasterly
1278 feet along said centerline to the point of beginning of the property being
described; thence deflecting left 90 degrees to the South line of the North 100 feet
of said Southwest Quarter of the Northeast Quarter; thence West along said South
line of the North 100 feet to the West line of said Southwest Quarter of the
Northeast Quarter; thence North along said West line to the North line of said
Southwest Quarter of the Northeast Quarter; thence East along said North line to
said centerline; thence Southwesterly along said centerline to the point of
beginning.
All in Carver County, Minnesota. PIDs: 25.0083200; 25.0092600
2. Conditions of Site Plan Approval. The City hereby approves the site plan on
condition that the Developer enter into this Permit and furnish the security required by it.
3. Development Plans. The project shall be developed and maintained in accordance
with the following plans. The plans shall not be attached to this Contract. If the plans vary from the
written terms of this Permit, the written terms shall control. The plans are:
Plan A —Site Plan dated May 17, 2019, prepared by Carlson McCain
Plan B--Grading, Drainage, and Utility Plan dated May 17, 2019, prepared by Carlson McCain
Plan C—Landscaping Plan dated May 21, 2019, prepared by AFLA Landscape Architects
4. Time of Performance. The Developer shall install all required screening and
landscaping by May 29, 2020. The Developer may, however, request an extension of time from the
City. If an extension is granted, it shall be conditioned upon updating the security posted by the
Developer to reflect cost increases and the extended completion date.
2
5. Security. To guarantee compliance with the terms of this Permit, the Developer shall
furnish the City with a letter of credit from a bank or cash escrow in the amount of $71,000 ($66,000
- landscaping, $2,500 - boulevard restoration and driveway aprons and $2,500 - erosion control). If
the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then
the Developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to
ensure the installation of said landscaping.
6. Notices. 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 certified mail
at the following address:
Camp Fire Minnesota
Attn: Mamie Wells, CEO
4829 Minnetonka Blvd, Unit 202
St. Louis Park, MN 55416
(612)284-6816
mamiew@cMfiremn.com
cc:
Magney Architecture
Attn: Tammy Magney, AIA
540 Lake Street
Excelsior, MN 55331
(612)701-7117
tmaeneyna,mchsi.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.
7. Other Special Conditions. Approved Site Plan #2019-05 as shown on the plans
dated May 17, 2019 and subject to the following conditions:
Building
1. The building is required to have automatic fire extinguishing systems.
2. Demolition permits must be obtained prior to demolishing any structures on the site.
3. Building plans must be prepared and signed by design professionals licensed in the State
of Minnesota.
4. Building plans must include a code analysis that contains the following information: Key
Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers,
Separated or non -separated, Fire resistive elements (Ext walls, Bearing walls - exterior or
interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel
distance), Minimum plumbing fixture count.
5. Detailed occupancy -related requirements will be addressed when complete building plans
are submitted.
6. Structure proximity to property lines (and other buildings) will have an impact on the code
requirements for the proposed building, including but not limited to: allowable size,
protected openings and fire -resistive construction. These requirements will be addressed
when complete building and site plans are submitted.
7. Retaining walls (if present) more than four feet high must be designed by a professional
engineer and a building permit must be obtained prior to construction.
Engineering and Water Resources
1. Provide top of wall and bottom of wall elevations for entire retaining wall build, which
includes retaining wall built below grade, i.e. bottom of wall.
2. Salvage existing topsoil and indicate all proposed stockpile location(s) on the plan.
3. Connection to the existing sanitary sewer manhole will require a core drill and installation
of a boot to facilitate a water -tight connection.
4. Appropriate city permits for construction within the public right-of-way shall be obtained
prior to construction. Work within city streets requires a traffic control plan.
5. A preconstruction meeting with Public Works and Engineering shall be scheduled by the
contractor prior to the connection of any public utilities.
6. All call -outs on construction plans that reference a detail shall be updated to incorporate
the sheet the detail is illustrated on and the detail number referenced for construction.
7. Watermain fittings shall be epoxy coated.
8. Hydrant lead pipe shall be C900 PVC.
9. The Contractor shall examine the existing 6-inch gate valve identified to remain. If mild
steel bolts are in -place on the valve or as part of the fittings the bolts shall be changed out
with stainless steel or Cor-Blue bolts.
10. It is the applicant's responsibility to ensure and submit proof that permits are received from
all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR,
MnDOT, Carver County, MCWD, Board of Water and Soil Resources, MPCA, etc.).
Environmental Resources
1. All tree proposed for preservation shall be protected with tree preservation fencing installed
at the dripline or furthest point possible away from the trunk. Fencing shall remain in place
until construction is completed.
2. A walk through of the tree preservation fencing prior to start of construction is required.
Fire
1. Full Fire Alarm and Full Sprinkler system required in the new structure.
2. Hydrant locations are acceptable.
3. No parking Fire Lane signs will be needed on both sides of all roads under 26 feet in width.
Yellow curb paint is required on both sides of all roads under 26 feet in width where curbs
are present.
4. Parking shall be limited to designated parking spaces.
5. Provide information showing that the gravel roadway can support up to 75,000 pounds.
4
•
6. All landscaping, rocks, planters, etc. will need to be kept back away from the roadway to
allow for proper turnaround of emergency apparatus. Additional space shall be provided
along all sides of the turnaround lane and entrance to allow for property maneuvering. The
location and design of all landscaping, rocks, plants etc, within 3 feet of the turnaround
lane and entrance is subject to the review and approval of the Fire Marshal.
Planning
1. The applicant shall enter into a site plan agreement and provide the security required by it
prior to receiving a building permit.
2. The applicant may install directional and wayfinding signage as need for the safe and
efficient navigation of the site, provided it meets the height, size, and location standards in
section 20-1255(2) of the City Code.
8. General Conditions. The general conditions of this Permit are attached as Exhibit
"A" and incorporated herein.
..
..
.........
c
STATE OF MINNESOTA)
(as
COUNTY OF CARVER )
CITY OF CHANHASSEN
BY:
Elise Ryan,, May
AND:��""
Todd Gerhardt, City Manager
The foregoing instnunent was acknowledged before me this�lay of
2019, by Elise Ryan, Mayor, and by Todd Gerhardt, City Manager, of the City o Chanhassen, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted
by its City Council.
T�OT
ARY PURkIC
d.0 .
KIM T. MEUWISSEN
Notary Public -Minnesota
My Commiasbn b p m Jan 31. 20II5
DEVELOPER: THE MINNESOTA CAMP
FIRE FOUNDATION /f
Mamie Wells
Its CIEC)
STATE OF MINNESOTA)
(ss
COUNTY OF Ch6.f )
The foregoing instrument was acknowledged before me this 9 4" day of
2019 by Mamie Wells, the CFD of The Minnesota Camp Fir Foundation,
a Minnesota nonprofit corporation under the laws of Minnesota Statutes Chapter 317A, on behalf of
the entity.
NOTARY PUB IC
MKIM T. MEUWISSEN1 Notary Public-Minnesota1, y CWmaelon �M JW 31, 2025
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952)227-1100
CITY OF CHANHASSEN
SITE PLAN PERMIT
EXHIBIT "A"
GENERAL CONDITION
Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb
the earth, remove trees, construct 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, and 3) the City has issued a
building permit.
2. Maintenance of site. The site shall be maintained in accordance with the approved site plan.
Plants and ground cover required as a condition of site plan approval which die shall be promptly
replaced.
License. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the property to perform all work and inspections deemed appropriate by
the City in conjunction with site plan development.
4. Erosion Control. Before the site is rough graded, and before any building permits are issued,
the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City
may impose additional erosion 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 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. If the Developer does not comply with the erosion control plan and
schedule or supplementary instructions received from the City, the City may take such action as it
deems appropriate to control erosion 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 there is full compliance with the erosion control requirements.
Erosion control shall be maintained until vegetative cover has been restored. After the site has been
stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City
will authorize removal of the erosion control measures.
5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean,
on and off site, dirt and debris, including materials that have blown, from streets and the surrounding
area that has resulted from construction work by the Developer, its agents or assigns.
6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall
be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be
warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall
post a letter of credit from a bank or cash escrow with the City to secure the warranties at the time of
final acceptance.
7. Responsibility for Costs.
A. 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
site plan 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.
8
B. The Developer shall reimburse the City for costs incurred in the enforcement of this
Permit, including engineering and attorneys' fees.
C. The Developer shall pay in full all bills submitted to it by the City for obligations
incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on
time, the City may halt all plat development work and construction. Bills not paid within
thirty (30) days shall accrue interest at the rate of 8% per year.
8. 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.
9. Miscellaneous.
A. Construction Trailers. Placement of on -site construction trailers and temporary job
site offices shall be approved by the City Engineer. Trailers shall be removed from the subject
property within thirty (30) days following the issuance of a certificate of occupancy 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 Permit.
D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be
grounds for denial of building permits.
0
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase
of this Permit is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a
building for which a building permit is issued on either a temporary or permanent basis until
the streets needed for access have been paved with a bituminous surface and the utilities tested
and approved by the city.
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. Recordine. This Permit shall run with the land and may be recorded against the title
to the property.
1. Remedies. Each right, power or remedy herein conferred upon the City is cumulative
and in addition to every other right, power or remedy, express or implied, now or hereafter
arising, available to City, at law or in equity, or under any other agreement, and each and
every right, power and remedy herein set forth or otherwise so existing may be exercised from
time to time as often and in such order as may be deemed expedient by the City and shall not
be a waiver of the right to exercise at any time thereafter any other right, power or remedy.
J. Construction Hours. The normal construction hours and maintenance of equipment
under this contract shall be from 7:00 am. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00
p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays.
10
Operation of all internal combustion engines used for construction or dewatering purposes
beyond the normal working hours will require City Council approval.
K. 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 site plan 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.
L. Compliance with Laws, Ordinances, and Regulations. In the development of the site
plan, 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;
5. Metropolitan Government, its agencies, departments and commissions.
M. Proof of Title. Upon request, the Developer shall famish the City with evidence
satisfactory to the City that it has the authority of the fee owners and contract for deed
purchasers too enter into this Development Contract.
N. 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
11
,. 0 •
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.
O. Soil Correction. The Developer shall be responsible for soil correction work on the
property. The City makes no representation to the Developer concerning neither the nature
of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist.
12
CITY COUNCIL STAFF REPORT
Monday, April 22, 2019
Subject
Camp Tanadoona Site Plan Discussion
Section
530 P.M. - WORK SESSION
Item No: A.2.
Prepared By
Kate Aanenson, Community
Development Director, AICP
File No:
Mamie Wells, CEO of Camp Fire Minnesota, and Tammy Maguey of Magney Architecture, will share plans for
rebuilding the lodge at Camp Tanadoona In order to meet their time line, they must begin construction at the end of
the 2019 camping season. They will need to proceed through the city's site plan review process this smnrner.
Attached are the proposed building and site plans that they would floe to discuss with Council.
o Site Plan and Elevations
0 Artistic Renderings
Tanadoona Dining Hall Site Plan
O -
71
- _ •+ •- c
A
II !•t`!• G!•• I
MAGNEY ARCHITECTURE, LLC 540 Lake Street, Excelsior MN, 55331
X Tanadoona Dining Hall Landscaping Plan
+
CtA
•
TANDOONA
PWno Ocift
r _ •-i - P15�O3 bpi- .g� - t _ + �...
_. -te..e � 4 "'�." �:. ��_.� ••� ��= � : IN�'ISi811Y . ^.�.s -_�C � �� � »M
LIA
MAGNEY ARCHITECTURE, LLC 540 Lake Street, Excelsior MN, 55331
x Tanadoona Dining Hall Main Floor Plan
ARCHUCTUR.E
ENTRY
PENTRY
PATIO _''
E a #
DINING
WM,/NNpWNN
gNM4 NLLl
T
�J1 �
DECK — STAIR—';{
tEVFL 0.ggIpN1
-- -- --- ---a.:�- i A302
MAGNEY ARCHITECTURE, LLC 540 Lake Street, Excelsior MN, 55331
X Tanadoona Dining Hall Main Floor Plan
REST
-� ROOMS
SHWRS
PROGRAM
SPACE
STOR
- , KITCHEN goyw000xe
1J ENTRY
ENTRY STAIR
v. _
... I — _ �-• vmwuo�axxa
..__
�------- A301
--1
MAGNEY ARCHITECTURE1 LLC 540 Lake Street, Excelsior MN, 55331
x Tanadoona Dining Hall Elevations
.. ..-,_ _ _-` �' � _` 1 •_ y ARCMffECTURE
f y.
JIH
\ h T
I
ii
.. i ----------- _____ __1 _ __ ___ -__- __...
North Elevation
,
-a
I^
I
etv�vora
West Elevation A401
MAGNEY ARCHITECTURE, LLC 540 Lake Street, Excelsior MN, 55331
X Tanadoona Dining Hall Elevations
LL-
----------------------------------------------------
South Elevation
.s
A402
MAGNEY ARCHITECTURE, LLC 540 Lake Street, Excelsior MN, 55331
CITY COUNCIL STAFF REPORT
Monday, July 8, 2019
Subject
Consider Camp Tmadoona Site Plan Review for Demolition of Existing Dining Hall and
Construction of New Dining Hall and Connection of City Water and Sewer, Development of
Access Road and Drop Off
Section
NEW BUSINESS
Item No: H.I.
Prepared By
MacKenzie Young -Walters, Associate
File No: Planning Case 2019-05
Planner
The Chanhassen City Council approves the site plan for a 10,500 square -foot dining hall, kitchen, and program area
building subject to the conditions of approval, and adopts the Planning Commission Findings of Fact.
Approval requires a Simple Majority Vote of members present.
The applicant is requesting site plan approval for the construction of a new 10,500 square -foot dining hall in the old
dining hall's location.
On June 18, 2019, the Chanhassen Planning Commission held a public hearing on the proposed site plan. No member
of the public spoke regarding the proposal.
During the subsequent discussion, the Planning Commission asked if there was any septic system left on the site. Staff
clarified that the sewer was extended to the site several years ago and the septic system was dealt with at that time.
The Planning Commission voted unanimously to recommend approval of the proposed site plan subject to the
conditions of approval.
Camp Fire Minnesota is in the process of conducting a multi -year, multi -phased renovation, update, and expansion of
the facilities at Camp Tanadoona in accordance with the camp's master plan. Phase I was completed in 2014 and it
involved building a new Day Camp Village and overnight cabins, multiple gathering areas, an archery range and
garden, and the Tree House outdoor living classroom.
They are now ready to commence with Phase 2 of these updates which involves removing the existing dining hall and
replacing it with a new 10,500 square -foot dining hall. In addition to the new building, Phase 2 will connect the dining
hall to city sewer and water, add staff and visitor parking, and revise the existing access road and internal site
circulation.
The new building will have a 200-person seating capacity and provide the camp with a flexible indoor space to meet
current demands and help grow the camp as a year-round destination.
The applicant has sent out mailers to the surrounding properties and invited them to take a tour of the camp and meet
onsite to learn about the proposed project.
A detailed discussion of the proposal can be found in the attached staff report.
RECOMMENDATION
Staff and the Planning Commission recommend that the City Council approve the site plan for a 10,500 square -foot
dining hall, kitchen, and program area building dated May 17, 2019 subject to the following conditions:
Building
1. The building is required to have automatic fire extinguishing systems.
2. Demolition permits must be obtained prior to demolishing any structures on the site.
3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota
4. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group,
Type of construction, Allowable height and area, Fire sprinklers, Separated or non -separated, Fire -resistive
elements (Ext. walls, Bearing walls - exterior or interior, Shaft. Incidental use), Occupant load, Exits required
(Common path, Travel distance), Minimum plumbing fixture count.
5. Detailed occupancy -related requirements will be addressed when complete building plans are submitted.
6. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the
proposed building, including but not limited to: allowable size, protected openings and fire -resistive construction.
These requirements will be addressed when complete building and site plans are submitted.
7. Retaining walls (if present) more than four feet high must be designed by a professional engineer and a building
permit must be obtained prior to construction.
Engineering and Water Resources
1. Provide top of wall and bottom of wall elevations for entire retaining wall build, which includes retaining wall be
built below grade, i.e. bottom of wall.
2. Salvage existing topsoil and indicate all proposed stockpile location(s) on the plan.
3. Connection to the existing sanitary sewer manhole will require a core drill and installation of a boot to facilitate a
water -tight connection.
4. Appropriate city permits for construction within the public right-of-way shall be obtained prior to construction.
Work within city streets requires a traffic control plan.
5. A preconstruction meeting with Public Works and Engineering shall be scheduled by the contractor prior to the
connection of any public utilities.
6. All call -outs on construction plans that reference a detail shall be updated to incorporate the sheet the detail is
illustrated on and the detail number referenced for construction.
7. Water main fittings shall be epoxy coated.
8. Hydrant lead pipe shall be C900 PVC.
9. The Contractor shall examine the existing 6-inch gate valve identified to retrain. If mild steel bolts are in -place
on the valve or as part of the fittings, the bolts shall be changed out with stainless steel or Cor-Blue bolts.
10. It is the applicant's responsibility to ensure and submit proof that permits are received from all other agencies
with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, MCWD,
Board of Water and Soil Resources, MPCA, etc.).
Environmental Resources
1. All trees proposed for preservation shall be protected with tree preservation fencing installed at the dripline or
furthest point possible away from the trunk. Fencing shall remain in place until construction is completed.
2. A walk through of the tree preservation fencing prior to start of construction is required
Fire
1. Full Fire Alarm and Full Sprinkler system required in the new structure.
2. Hydrant locations are acceptable.
3. No Parking Fire Lane signs will be needed on both sides of all roads under 26 feet in width. Yellow curb paint
is required on both sides of all roads under 26 feet in width where curbs are present.
4. Parking shall be limited to designated parking spaces.
5. Provide information showing that the gravel roadway can support up to 75,000 pounds.
6. All landscaping, rocks, planters, etc. will need to be kept back away from the roadway to allow for proper
tumaround of emergency apparatus. Additional space shall be provided along all sides of the turnaround lane
and entrance to allow for property maneuvering. The location and design of all landscaping, rocks, plants, etc.,
within three feet of the turnaround lane and entrance, is subject to the review and approval of the Fire Marshal.
Planning
1. The applicant shall enter into a site plan agreement and provide the security required by it prior to receiving a
building pemrit
2. The applicant may install directional and wayfind ng signage as needed for the safe and efficient navigation of the
site, provided it meets the height, size, and location standards in Section 20-1255(2) of the City Code.
ATTACHMENTS:
0 Staff Report
o Findings of Fact (Approval)
0 Application for Development Review
0 Environmental Resource Specialist Memo
o Fngineermg Memo
0 MCWD Memo
o Fire Comments
0 Parking Clarification
0 Affidavit ofMailing
CHANHASSEN
PROPOSED MOTION:
PC DATE: June 18, 2019
CC DATE: July 8, 2019
REVIEW DEADLINE: July 16, 2019
CASE #: 2019-05
BY: MYW, GB, DN, JS
"The Chanhassen City Council approves Plaming Commission Feeemmends appFaval of the site
plan for a 10,500 square -foot dining hall, kitchen, and program area building subject to the
conditions of approval and adoptsion the Planning Commission of the findings of fact and-
FeeOffifflefidation.,,
SUMMARY OF REQUEST: The applicant is requesting site plan approval for the
construction of a new 10,500 square foot dining hall in the old dining hall's location.
LOCATION: 3300 Tanadoona Drive (PTD: 250083200; 250092600)
APPLICANT:
Magney Architecture (Tammy Magney, AIA)
540 Lake Street
Excelsior, MN 55331
(612) 701-7117
tmagnevna.mchsi.com
OWNER:
Camp Fire Minnesota (Mamie Wells, CEO)
4829 Minnetonka Blvd, Unit 202
St. Louis Park, MN 55416
(612) 284-6816
mamiew(a,campfiremn. com
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 2 of 15
PRESENT ZONING: RR -Rural Residential District
2030 LAND USE PLAN: Public Semi Public
ACREAGE: 104.08 acres DENSITY: 0.0023 F.A.R.
LEVEL OF CITY DISCRETION IN DECISION -MAKING:
The city's discretion in approving or denying a Site Plan is limited to whether or not the
proposed project complies with Zoning Ordinance requirements. If it meets these standards, the
city must then approve the site plan. This is a quasi-judicial decision.
Notice of this public hearing has been mailed to all property owners within 500 feet.
PROPOSAL/SUMMARY
Master Plan
Camp Fire Minnesota is in the process of conducting a multi -year ana must-pnasea renovation,
update, and expansion of the facilities at Camp Tanadoona in accordance with the camp's master
plan. Phase 1 was completed in 2014 and it involved building a new Day Camp Village and
overnight cabins, multiple gathering areas, an archery range and garden, and the Tree House
outdoor living classroom.
They are now ready to commence Phase 2 of these updates, which involves removing the
existing dining hall and replacing it with a new 10,500 square foot dining hall. In addition to the
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 3 of 15
new building, Phase 2 will connect the dining hall to City sewer and water, add staff and visitor
parking, and revise the existing access road and internal site circulation.
Phase 2
%*
N
S
r
The new building will have a 200 person seating capacity and provide the camp with a flexible
indoor space to meet current demands and help grow the camp as a year-round destination.
The applicant has sent out mailers to the surrounding properties and invited them to take a tour
of the camp and meet onsite to learn about the proposed project.
APPLICABLE REGULATIONS
Chapter 20, Article ]I, Division 6, Site Plan Review
Chapter 20, Article VII, Shoreland Management District
Chapter 20, Article XI, "RR" Rural Residential District
BACKGROUND
1924: Camp Tanadoona begins operations.
2012: Camp Tanadoona developed a master plan to preserve the site, better meet the need for
summer camp, expand programs and facilities for year-round use, and help the camp be a better
neighbor and community asset.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18,2019
Page 4 of 15
2014: Completed Phase l of the master plan (new Day Camp Village and overnight cabins,
multiple gathering areas, an archery range and garden, and the Tree House outdoor living
classroom)
2018: Camp Tanadoona met with City Staff to discuss what would be required to initiate Phase 2 of
the master plan (new dining hall, connection to city sewer and water, revised parking and site
circulation).
May 22, 2019: Camp Tanadoona presented their master plan and vision for the camp during the
City Council work session. They also discussed their proposed timeline and goal of having the new
dining area completed by next spring.
SITE CONDTIONS
The property is split between a western 62.14-acre parcel (PID 250083200) and a 41.94-acre
eastern parcel (PID 250092600). Both parcels are zoned Rural Residential District (RR) and the
western parcel is partially located within the shoreland overlay district. The RR district requires a
minimum lot size of 2.5 acres, front and rear setbacks of 50 feet, side yard setbacks of 10 feet,
and limit properties to 20 percent lot coverage. The shoreland overlay district also requires a
150-foot lake setback for non-residential structures without water -oriented needs. There are also
several wetlands present on the property and portions of the western parcel are located within a
floodplain.
The site is primarily bordered by low -density residential districts with Planned Unit
Development -Residential districts to the north and east, and Rural Residential and Single Family
Residential districts to the south. Westwood Community Church, which is zoned Office
Institution District is also located south of the Camp.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18,2019
Page 5 of 15
Wetland Protection
No activities associated with the proposed project will be conducted near any of the wetland on
the site. There is no anticipated impact on or alteration to the wetlands.
Shoreland Overlay
The dining hall and some of the proposed parking and impervious surface is located within the
shoreland overlay district; however, the proposed lot coverage is significantly below what is
permitted and the structure is approximately 750 feet from the lake. None of the proposed
activities are outside the scope of what is permitted within the shoreland overlay district.
F000dplain Overlay
Portions of the site are located within the 100-year and 500 year flood zones; however, the
proposed structure is over 700 from the nearest flood zone and, as such, does not trigger any of
the provisions in the City's floodplain ordinance.
DISCUSSION
The applicant is requesting site plan approval for a 10,500 square foot dining hall. The main
level building footprint is 5,135 square feet with an additional 5,365 square feet of space on the
lower level.
Existing „,, ProppIS
N ♦ 9/rs mow. ♦�--
1 r
��� wr
Planning Commission
3300 Tanadoona Drive- Dining Hall
June18,2019
Page 6 of 15
ARCHITECTURAL ASSESSMENT*
*Note: Since the property is zoned Rural Residential, it is exempted from the City's formal
design standards; however, an informal design review is provided below.
Size Portion Placement
The main entrance is located on the north elevation and is accented by a canopy. Secondary
access is provided by walk out level doors on the south and east elevations, as well as two other
main level entrances on the north elevation. The configuration of the main entrance and
placement of secondary access would meet the location and designation standards of the City
Code.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 7 of 15
The proposed building is approximately 92 feet wide and 72 feet deep at its greatest extent. The
applicant has made extensive use of fagade modulation as well as variation in building's
rooflines to provide architectural differentiation. The result of these techniques is that the
buildings elevations are visually broken into smaller increments. Even though the dining hall is a
single story structure, the applicant is proposing to utilize skirt board, south and east elevations,
and a rear deck, south elevation, to create a visual break between the main level and walkout
level. The overall effect is to create visually appealing building that meets the intent of the City
design ordinance.
Material, Color and Detail
The applicant is proposing to use tongue and groove siding painted in natural browns along with
large glass windows on the north and south elevations for the building's main level. Trim board
and small amounts of prefinished metal are proposed as accent materials. As discussed above,
the elevations are articulated by the use of techniques including fagade modulation and variation
in the building's rooflines are utilized to provide architectural differentiation. The presence of
and spacing of windows and doors along the north, south, and east elevations provides additional
articulation.
The lower level walkout level is a combination of siding, windows, and unfinished concrete.
Typically, unfished concrete is not permitted; however, the ordinances does allow for its use in
areas with limited public view. As the proposed concrete is located on the lower level in the rear
of a structure which is located in the middle of a 104-acre campground, staff believes that the
proposed use of unfinished concrete in this instance meets the intent limited public view criteria.
The overall use of material, color and detail serves to create an attractive building that is
appropriate to the site's natural context that meets the intent of the City's design ordinance.
Height and Roof Design
The building height is 17 feet 2 inches as measured from the top of the highest grade to the
average height of the roof. The absolute highest point of the building is the chimney at 23 feet 8
inches. This is significantly below the 35 feet permitted by ordinance.
The roof is of pitched design and no rooftop mechanical equipment is present that would
necessitate screening.
Facade Transparency
The applicant is proposing large windows along the north and south elevations, which extend up
into two of the three gables and across the main floor dining area. The proposed widows meet the
intent of the design ordinance's glazing criteria.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 8 of 15
Site Furnishings
The applicant is proposing north
and south circular patios, the
northern one being located near a
freestanding fireplace, and the
southern one having a campfire
ring and tiered semi -circle of
benches. A mulch -walking path
with timber steps is also proposed
to facilitate pedestrian traffic
between the north and south
elevations. The applicant is also
proposing a deck along the south
side of the building.
Loading Areas, Refuse Area, etc.
The dumpsters and loading area along the east facade will be screened through the use of a
boulder retaining wall. The location of the building and size of the site mean that there is no
potential of these areas being viewed from the public right-of-way.
Lighting
No light poles or parking area lighting is proposed. Exterior lighting will be confined to wall
mounted light fixtures near building entrances. All exterior lighting shall be shielded and have 90
degree cut-off angles pursuant to city code.
Signage
The applicant is proposing building signage along the north elevation. No details have been
provided for the proposed sign and any sign would need to comply with the City's sign
ordinance. If the sign is a nameplate or integral sign not exceeding two square feet no permit
would be required; however, any other type of wall sign would require a sign permit.
The City's sign code permits up to four direction signs without permits; however, it allows the
City Council to authorize additional directional signs in cases where they are necessary for safe
and efficient navigation of the site. Given the unique nature and size of Camp Tanadoona, staff
recommends that the City Council permit the installation of directional signs as needed, so long
as they comply with the size and location requirements listed in the City's sign code.
Landscaping
The applicant is rebuilding within a wooded area and is proposing to preserve trees in
conjunction with the development of the site. To do so successfully, the applicant will need to
provide tree protection fencing around all trees shown to be preserved within and at the edge of
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 9 of 15
grading limits. The fencing shall be located at the dripline or furthest point possible from the
trunk of the tree. All protection fencing shall remain in place until construction is complete.
The applicant has provided satisfactory foundation plantings around the building and is adding
over a dozen trees for reforestation.
Access, Lot Frontage and Parking Location
The camp access is along Tanadoona Dr. and the plan proposes to continue to utilize the existing
driveway connection to the street. An internal network of gravel roads and drives facilitates
travel within the site, and a twenty -foot fire lane provides for emergency vehicle access to the
dining hall. Some parking improvements are proposed along the access drive to the new dining
facility but the majority of the event parking is contained within a grassy area north of the access.
The staff parking along the gravel access drive is indicated to have a stall depth of 20-feet. This
depth meets the minimum requirements within the City Code but it is recommended the client
consider a 2-foot deeper stall to facilitate parking of longer vehicles and passenger trucks. The
concern being that because the area is gravel, vehicles may inadvertently protrude into the drive
lane, impacting the flow of traffic. A 2-foot minimal buffer between the ends of the parked
vehicles and the drive lane would assist with the natural flow of traffic and increase safety.
Furthermore, people unloading camping necessities from the back of their vehicles would have
additional space. It is assumed that no striping will be provided in the proposed parking stalls
along the access drive due to the gravel surfacing. The Fire Marshall should comment on the
proposed widths of the access lane to facilitate emergency vehicle access and set-up.
7`
t•�
1J
�_
L�W1L�J
L�
_
•. 9
G
-L
r-T-i
4tyY
FT
(wy
T
k
The Fire Department has expressed concern that some of the proposed landscaping may interfere
with the turn movements of emergency apparatus. They have noted that the turnaround lane is 12
in width and that additional room will be required on each side as well as the entrance to allow
for property maneuvering.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 10 of 15
The Fire Department is also requiring that the gravel roadway be designed to support up 75,000
pounds and that "No parking Fire Lane" signs and yellow curb paint, in areas where curbs are
present, will be needed on both sides of all roads under 26 feet in width. Parking will need to be
confined to designated parking spaces.
Miscellaneous
The building is required to have automatic fire extinguishing systems. Building plans must be
prepared and signed by design professionals licensed in the State of Minnesota. Building plans
must include a code analysis that contains the following information: Key plan, Occupancy
group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non -
separated, Fire resistive elements (Ext. walls, Bearing walls - exterior or interior, Shaft,
Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum
plumbing fixture count. Detailed occupancy -related requirements will be addressed when
complete building plans are submitted. Structure proximity to property lines (and other
buildings) will have an impact on the code requirements for the proposed building, including but
not limited to: allowable size, protected openings and fire -resistive construction. These
requirements will be addressed when complete building and site plans are submitted. Retaining
walls (if present) more than four feet high must be designed by a professional engineer and a
building permit must be obtained prior to construction.
UTILITIES
The plan proposes to serve the dining hall from in -place public utilities under Tanadoona Drive.
Currently, drinking water is provided to the site by an existing private well. The plan proposes
to connect the site to city water. The site currently utilizes a connection to the city's sanitary
sewer system that is approximately 100-feet west of the existing access to Tanadoona Dr.
The plan proposes to extend sanitary sewer west from the manhole north of the existing
connection to city sanitary sewer. An 8-inch PVC main is proposed to connect to the dining hall.
The connection to the existing manhole on the site shall be core -drilled and booted in order to
facilitate a watertight connection. An existing forcemain pumps sanitary sewage to the existing
manhole. The plan proposes to eliminate this connection and re-route the forcemain to a new
manhole further to the west. The connection at the existing manhole shall be abandoned by a
water -tight means.
The plan proposes a connection to the city water system near the existing sewer connection. The
plan proposes to connect to an existing 6-inch DIP hydrant lead and extend an 8-inch PVC
watermain into the site to serve the dining hall and future construction. The plan also proposes
an alternate connection to the city water system to provide a looped system and an alternative
source if there is a need for maintenance to the piping system. It is assumed the alternate
connection will be bid as a separate item and the owner will determine if the work fits into the
project budget. Engineering recommends the designer re -consider the main water connection
design. There will likely be an increase in head -loss in regards to water flow and pressure for the
service to the site by leaving in a 6-inch connection to the city watermain and then increasing to
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 11 of 15
8-inch pipe to service the site. The 6-inch pipe connection is approximately 15' long and the
headloss amount would be expected to be small but it should be recognized and calculated. The
site is within the City's high water pressure zone which may allow the design to be reasonable.
The 6-inch gate valve should be examined for corrosion and stainless steel bolts when excavated.
If mild steel bolts are found it is recommended the bolts on the existing valve and fittings be
replaced. The existing 6-inch connection to the watermain is DIP. It is recommended an anode
bag and pipe clamp be added to this ductile iron pipe stub if it is left in place. C900 pipe is
required per City standards for all hydrant leads and all bends shall be epoxy coated in order to
resist contusion. Appropriate traffic control will be required for any work within the public right-
of-way.
GRADING. DRAINAGE, AND EROSION CONTROL
The applicant is proposing to grade the site with a rural section design. The access drive is
proposed to be a graveled surface in order to access the camp and the dining hall facility. Curb
and gutter is not designed to assist in the control of drainage off of the internal roadways.
Drainage across the proposed site generally follows a north -to -south pattern with water flowing
across the site and towards Tanadoona Dr.
The applicant is proposing a short retaining wall that is approximately 25-foot long near the
dining hall. While the top of wall and bottom of wall elevations provided are less than 4', the
bottom wall elevation may be indicated at -grade rather than the true bottom of the wall. Bottom
wall elevations of the entire wall section, or below grade, shall be provided. If the wall exceeds
4' in total height, the wall shall be designed by a registered engineer, and plans shall be
submitted for review.
The proposed development will exceed one (1) acre of disturbance and will, therefore, 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). All erosion control shall be installed and inspected prior to initiation of
site grading activities.
The plans include a proposed Storm Water Pollution Prevention Plan (SWPPP).
The proposed redevelopment will need to be permitted by the Minnehaba Creek Watershed
District (MCWD).
STORMWATER MANAGEMENT
Article VII, Chapter 19 of City Code describes the required storm water management
development standards for site plans. The proposed project is reducing the area of impervious
surface by 359 S.F. and therefore peak discharge rates from the site will not increase and a
hydrologic analysis is not required.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 12 of 15
The project triggers the Minnehaha Creek Watershed District (MCWD) erosion control and
stormwater management rules. The applicant will need to incorporate a best management
practice (BMP) to meet MCWD requirements. MCWD staff are recommending the applicant
install an above ground bioretention basin such as a rain garden. It is the applicant's
responsibility to work with MCWD to obtain all necessary permits.
Compliance Table Code Project
Building Height 3 stories 1 story
35 feet 17.167 feet (to average roof height)
Building Setback N* - 50' E* - 10' N* - 650'+ E* - 1600'+
W# - 150' S - 50' W# - 700'+ S - 175'+
* Wetlands are present to the north and east, but will not be impacted by the proposed project.
# Shoreland setback for nonresidential uses without water -oriented needs is double the normal 75
foot ordinary high water level setback.
Parking Stalls* 25 stalls (+166 event spaces) 25 stalls (+166 event spaces)
*Note: Camp Tanadoona represents a unique use within the City of Chanhassen and does not
nearly fit into any of the City's parking categories. Section 20-1124.1.g allows the City to
establish parking requirements for uses not list listed in the code based on the characteristics of
the use and available information on parking demand for the use. Camp Tanadoona has provided
the City was a breakdown of how campers arrive and typical staffing levels for the camp
(included as an attachment). Given the Camp's long history within the community, lack of any
historic parking issues, and capacity to add overflow parking areas staff is comfortable with the
proposed amount of parking.
Hard Surface Coverage 20% NA%*
Lot Area 108,900 sq. ft. (2.5 ac.) 4,533,724 sq. ft. (104.08 ac.)
*The site's pre-existing lot cover is well below the 20 percent maximum, and the proposed
project reduces this lot cover by .009 percent.
Staff recommends that the Planning Coffflaissie and Planning Commission recommend he
City Council approve the site plan for 10,500 square -foot dining hall, kitchen, and program area
building dated May 17, 2019 subject to the following conditions:
Building
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 13 of 15
1. The building is required to have automatic fire extinguishing systems.
2. Demolition permits must be obtained prior to demolishing any structures on the
site.
3. Building plans must be prepared and signed by design professionals licensed in the State
of Minnesota.
4. Building plans must include a code analysis that contains the following information: Key
Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers,
Separated or non -separated, Fire resistive elements (Ext walls, Bearing walls - exterior or
interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel
distance), Minimum plumbing fixture count.
5. Detailed occupancy -related requirements will be addressed when complete building plans
are submitted.
6. Structure proximity to property lines (and other buildings) will have an impact on the
code requirements for the proposed building, including but not limited to: allowable size,
protected openings and fire -resistive construction. These requirements will be addressed
when complete building and site plans are submitted.
7. Retaining walls (if present) more than four feet high must be designed by a professional
engineer and a building permit must be obtained prior to construction.
Engineering and Water Resources
I . Provide top of wall and bottom of wall elevations for entire retaining wall build, which
includes retaining wall built below grade, i.e. bottom of wall.
2. Salvage existing topsoil and indicate all proposed stockpile location(s) on the plan.
3. Connection to the existing sanitary sewer manhole will require a core drill and
installation of a boot to facilitate a water -tight connection.
4. Appropriate city permits for construction within the public right-of-way shall be obtained
prior to construction. Work within city streets requires a traffic control plan.
5. A preconstruction meeting with Public Works and Engineering shall be scheduled by the
contractor prior to the connection of any public utilities.
6. All call -outs on construction plans that reference a detail shall be updated to incorporate
the sheet the detail is illustrated on and the detail number referenced for construction.
7. Waterrnain fittings shall be epoxy coated.
8. Hydrant lead pipe shall be C900 PVC.
9. The Contractor shall examine the existing 6-inch gate valve identified to remain. If mild
steel bolts are in -place on the valve or as part of the fittings the bolts shall be changed out
with stainless steel or Cor-Blue bolts.
10. It is the applicant's responsibility to ensure and submit proof that permits are received
from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers,
DNR, MnDOT, Carver County, MCWD, Board of Water and Soil Resources, MPCA,
etc.).
Environmental Resources
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 14 of 15
1. All tree proposed for preservation shall be protected with tree preservation fencing
installed at the dripline or furthest point possible away from the trunk. Fencing shall
remain in place until construction is completed.
2. A walk through of the tree preservation fencing prior to start of construction is required.
Fire
1. Full Fire Alarm and Full Sprinkler system required in the new structure.
2. Hydrant locations are acceptable.
3. No parking Fire Lane signs and yellow eufb paifwwill be needed on both sides of all
roads under 26 feet in width. Yellow curb paint is required on both sides of all roads
under 26 feet in width where curbs are present.
4. Parking shall be limited to designated parking spaces.
5. Provide information showing that the gravel roadway can support up to 75,000 pounds.
6. All landscaping, rocks, planters, etc. will need to be kept back away from the roadway to
allow for proper turnaround of emergency apparatus. Additional space shall be provided
along all sides of the turnaround lane and entrance to allow for property maneuvering.
The location and design of all landscaping, rocks, plants etc, within 3 feet of the
turnaround lane and entrance is subject to the review and approval of the Fire
Marshal.
Planning
1. The applicant shall enter into a site plan agreement and provide the security required by it
prior to receiving a building permit.
2. The applicant may install directional and wayfinding signage as need for the safe and
efficient navigation of the site, provided it meets the height, size, and location standards
in section 20-1255(2) of the City Code.
ATTACHMENTS
1. Application for Development Review
2. Findings of Fact and Recommendation
3. Public Hearing Notice and Mailing List
4. ERS Memo
5. ENG Memo
6. MCWD Memo
7. Fire Comments
8. Parking Clarification
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 15 of 15
gdplan\2019 planning cases\I9-0S camp tanadwna site plan\staff mpnn_camp tanadwnajo.dmx
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of Magney Architecture on behalf of Camp Fire Minnesota for Site Plan approval
for a 10,500 square foot dining hall.
On June 10. 2019, the Chanhassen Planning Commission met at its regularly scheduled meeting
to consider the application of Magney Architecture on behalf of Camp Fire Minnesota for site
plan approval. The Planning Commission conducted a public hearing on the proposed
development preceded by published and mailed notice. The Planning Commission heard
testimony from all interested persons wishing to speak and now makes the following:
FINDINGS OF FACT
1. The property is currently zoned Rural Residential Distract (RR),
2. The property is guided in the Land Use Plan for Public Semi Public.
3. The legal description of the property is:
ALL THAT PART OF GOVT LOT 9 IN SEC 8, AND ALSO ALL PART OF SW 1/4
NW 1/4 OF SEC 9; ALL LYING NLY OF THE FOLLOWING DESCRIBED: COMM AT
THE SE CORN SW IA NW 1/4 OF SEC 9' TH N69•W 1585.7% TH N86`W 12 10'TO THE
SHORE OF LAKE MINNEWASHTA.
And
ALL THAT PART OF SW IA NEIA AND SEl/4 NW 114 LYING WLY OF THE
CENTERLINE OF STATE TRUNK HIGHWAY NO.41. AS NOW LAID OUT (FORMERLY
TRUNK HIGHWAY NO. 12) EXC THAT PARCEL DESCRIBED AS FOLLOWS: THAT
PART OF SW IA NEIA: COMM AT THE POINT OF INTERSECTION
4. Site Plan Review:
a. Is consistent with the elements and objectives of the city's development guides, including
the comprehensive plan, official road mapping, and other plans that may be adopted;
Finding: The proposed development is in compliance with the elements and objectives
of the city's development guides and facilities the continued use of the property in
accordance with its Public Semi Public designation.
b. Is consistent with site plan division;
Finding: The proposed development complies with the Site Plan review requirements of
the Chanhassen City Code.
c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil
removal and designing grade changes to be in keeping with the general appearance of the
neighboring developed or developing areas;
Finding: The applicant is rebuilding within a wooded/natural area and has proposed a
plan with minimal impact to the surrounding environment. The applicant is adding over a
dozen trees for reforestation within the site and is proposing to reduce the existing
impervious cover.
d. Creates a harmonious relationship of building and open space with natural site features
and with existing and future buildings having a visual relationship to the development;
Finding: The proposed building is part of a comprehensive master plan and is well suited
to site's overall development plan. The building's design and architecture is well suited
to the natural environment that surroundings it.
e. Creates a functional and harmonious design for structures and site features, with special
attention to the following:
1) An internal sense of order for the buildings and use on the site and provision of a
desirable environment for occupants, visitors and general community;
2) The amount and location of open space and landscaping;
3) Materials, textures, colors and details of construction as an expression of the design
concept and the compatibility of the same with adjacent and neighboring structures
and uses; and
4) Vehicular and pedestrian circulation, including walkways, interior drives and parking
in terms of location and number of access points to the public streets, width of
interior drives and access points, general interior circulation, separation of pedestrian
and vehicular traffic and arrangement and amount of parking.
Finding: The proposed building is part of a comprehensive master plan and is well
suited to site's overall development plan. The building's design and architecture is
well suited to the natural environment that surroundings it. The proposed interior
circulation, subject to compliance with the conditions of approval, will provide for
the safe and efficient circulation of vehicles and pedestrians within the site.
f. Protects adjacent and neighboring properties through reasonable provision for surface
water drainage, sound and sight buffers, preservation of views, light and air and those
aspects of design not adequately covered by other regulations which may have
substantial effects on neighboring land uses.
Finding: The proposed development protects adjacent and neighboring properties
through reasonable provision for surface water drainage, sound and sight buffers,
preservation of views, light and air and traffic circulation.
5. The planning report #2019-05. dated June 10, 2019 prepared MacKenzie Young -Walters. et
al, is incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the Site Plan for
Camp Tanadoona subject to the recommended conditions of approval contained within the staff
report.
ADOPTED by the Chanhassen Planning Commission this 10' day of June 2019.
COMMUNITY DEVELOPMENT DEPARTMENT OF MOMPlanning Division — 7700 Market Boulevard
Mailing Address — P.O. Box 147, Chanhassen, MN 55317
Phone* (952)227-1300/Fax: (952)227-1110 CITY MAY 17 201Q
APPLICATION FOR DEVELOPMENT REVIEW
submittal Dates) f a 119 PC Date. �! /f 4� I t 9 CC Date: _21_1Eel 19 604)ay Review ��-
Section.apply)
(Refer to the appropnate Application Checklist for required suhrrhttal information that must accwrywny this applcation)
❑
Comprehensive Plan Amendment .........................
$600
❑
Subdivision (SUB)
❑ Minor MUSA line for failing on -site sewers ....
$100
❑ Create 3 lots or less ........... .............................
$300
❑
Conditional Use Permit (CUP)
....$600 + $15 per lot
El Create over 3 lots ..............lot
❑ Single -Family Residence ................................
$325
s
(—lot)
❑❑ Metes & Bounds (2 lots) ..................................
$300
❑ .. All Others............................................_........S425
Cons.olidate Lots. .............................................
$150
❑
Interim Use Permit (IUP)
❑ Lot Line Adjustment.. ................................... ....$15o
El Plat
❑ In conjunction with Single -Family Residence..
El All Others
$325
..........................................................
(Includes
(Includes $450 escrow for attorney costs)*
$700
.......................................................
$325
'Additional escrow may be required for other applications
❑
Rezoning (REZ)
tnm g9 the development contract.
❑ Planned Unit Development (PUD)..................
$750
❑
Vacation of Easements/Right-of-way (VAC)........
$300
❑ Minor Amendment to existing PUD.................
$100
(Additional recording fees may apply)
❑ All Others. ........................................................
$500
❑
Variance (VAR) ....... ._.............. .................. ...... ..
$200
❑
Sign Plan Review ...................................................
$150
❑
W'edand Alteration Permit (WAP)
l
Site Plan Review (SPR)
❑ Single -Family Residence........... ....................
$150
Administrative..................................................
$100
El All Others ......................... .............................
$275
•❑ Commercial/Industrial Districts' ..... .._........._..$500
❑
Zoning
Plus $10 per 1,000 square feet of building area:
Appeal ......................................................
$100
( 10 thousand square feet)
'Include
❑
Zoning Ordinance Amendment ZOA
9 ( )
$500
number of existing employees
.................
-Include number of new employees.
❑NOTE:
Residential Distracts... ............. .........
$500
When multiple applications are processed concurrently,
Plus $5 per dwelling unit nit ( units)
_
the
appropriate fee shall be charged for each application.
❑✓ Notification Sign (City to install and remove) ............................................
I._...... $200
❑• Property Owners' List within 500' Cry to generate after pre -application meeting) .................................................. $3 per address
( 38 addresses)
❑ Escrow for Recording Documents (check all that apply).................................................0................. $50 per document
❑ Conditional Use Permit ❑ Interim Use Permit + Site Plan Agreement
❑ Vacation ❑ Variance ❑ Wetland Alteration Permit
❑ Metes & Bounds Subdivision (3 dots.) ❑ Easements (_ easements) ❑ Deeds
TOTAL FEE: $964.00
Section 2: Required Information
Description of Proposal Demolition of exsiting Dining Hall, construction of new Dining hall in exsiting location.
Connection to city water and sewer, developemnt of access road and drop off.
Property Address or Location.
Parcel tt 250083200
3300 Tanadoona Drive, Excelsior, MN 55331
Legal Description: of
N""el wa90AN 9-rs-8. an9 •x YoanNSN:�a rNvlNd•«9. ari I
1^"'t^�Yae roaesmeeE
�,,,ma, Ce se �,,,, swr,s my ,,, y sec 9 in M59w i 5a5 r, rat WINi2iP Ic mee stare of wa 4ime..af
Total Acreage: 62.10 Wetlands Present? ® Yes
❑ No
Present Zoning Rural Residential District (RR) El Requested Zoning: Rural Residential District (RR)
Present Land Use Designation. Public/Semi-Public 0 Requested Land Use Designation. Public/Semi-Public a
Existing Use of Property: Camp
❑Check box if separate narrative is attached.
APPLICANT OTHER THAN PROPERTY OWNER: In signing this application. I, as applicant. represent to have obtained
authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to
the right to object at the hearings on the application or during the appeal period. If this application has not been signed by
the property owner, I have attached separate documentation of full legal capacity to file the application. This application
should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this
application. I will keep myself informed of the deadlines for submission of material and the progress of this application I
further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to
any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct
Name Tammy Magney, AIA Magney Architecture Contact. Tammy Magney
Address 540 Lake Street Phone: (612) 701-7117
CitylStale/Zip Excelsior MN 55331 Cell. (612) 701-7117
Email tmagney@mchsi.com Fax
Signature IMAIZI Date 5116/19
PROPERTY OWNER: In Aning this application. I, as properly owner, have full legal capacity to, and hereby do,
authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those
conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of
the deadlines for submission of material and the progress of this application. I further understand that additional fees may
be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the
study I certify that the information and exhibits submitted are true and correct
Name Camp Fire Minnesota Contact. Marnie Wells, CEO
Address. 4829 Minnetonka Blvd Unit 202 Phone (612) 284.6816
City/State/Zip: St l t1`Park, MN 55416 Cell (612) 242-0141
Email 7�arniew@camp �emn cgq Fax
Signature. �V Date 5116120
This application must be completed In full and must be accompanied by all information and plans required by
applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist
and center with the Planning Department to determine the specific ordinance and applicable procedural
requirements and fees
A determination of completeness of the application shall be made within 15 business days of application submittal A
written notice of application deficiencies shall be mailed to the applicant within 15 business days of application
PROJECT ENGINEER (if applicable)
Name Carlson McCain Engineers Contact Joe Radach, PE
Address 15650 36th Ave N, Phone (763 )489-7912
City/StatelZip: Plymouth, NIN 55446 Cell: (612) 730.2265
Email. jradach@carlsonmccain.com Fax:
Section 4: Notification Information
Who should receive copies of staff reports? 'Other Contact Information:
i (D Property Owner V a 0 Email ❑ Mailed Paper Copy Name
El Applicant Via ❑D Email ❑ Mailed Paper Copy Address
Engineer via Q Email ❑ Mailed Paper Copy City.'State2 p
❑ Other' Via ❑ Email ❑ Mailed Paper Copy Email.
INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select - to save a copy to your
device - - and deliver to city along with required documents and payment. > - - , to send a digital
copy to the city for processing
SAVE FORM PRINT FORM SUBMIT FORM
MEMORANDUM
TO: MacKenzie Walters, Planner H
FROM: Jill Sinclair, Environmental Resources Specialist
DATE: June 18, 2019
SUBJ: Camp Tanadoona dining hall, Landscaping and Tree Preservation
The applicant is rebuilding within a wooded area and is proposing to preserve trees in
conjunction with the development of the site. To do so successfully, the applicant will need to
provide tree protection fencing around all trees shown to be preserved within and at the edge of
grading limits. The fencing shall be located at the dripline or furthest point possible from the
trunk of the tree. All protection fencing shall remain in place until construction is complete.
The applicant has provided satisfactory foundation plantings around the building and is adding
over a dozen trees for reforestation.
Recommendations:
1. All tree proposed for preservation shall be protected with tree preservation fencing
installed at the dripline or furthest point possible away from the trunk. Fencing shall
remain in place until construction is completed.
2. A walk through of the tree preservation fencing prior to start of construction is required.
CITY OF C HANHASSE N
Chanhassen is Communityforlife- Providing forTodayand Planning forTomorrow
Memorandum
To: MacKenzie Young -Walters, Associate Planner
From: George Bender, PE, Assistant City Engineer
CC. Jason Wedel, PE, Public Works Director/City Engineer
Erik Henricksen, Project Engineer
Renae Clark, Water Resources Coordinator
Kevin Crooks, Utility Superintendent
Jill Sinclair, Environmental Resources Specialist
Don Nutter, Fire Marshall
Date: 61712019
Re: Camp Fire Site Plan Review — City Planning Case No. 2019-05
ACCESS
The camp access is along Tanadoona Dr and the plan proposes to continue to utilize the existing
driveway connection to the street. Some parking improvements are proposed along the access
drive to the new dining facility but the majority of the event parking is contained within a grassy
area north of the access. The staff parking along the access drive is indicated to have a stall
depth of 20-feet. This depth meets the minimum requirements within the City Code but it is
recommended the client consider a 2-foot deeper stall to facilitate parking of longer vehicles and
passenger trucks. The concern being that if vehicles protrude into or are close enough to impact
the flow of traffic through the drive lane. A minimal buffer between the ends of the parked
vehicles and the drive lane would assist with the natural flow of traffic and increase safety.
People unloading camping necessities from the back of their vehicles would have additional
space. It is assumed that no striping will be provided in the proposed parking stalls along the
access drive due to the gravel surfacing. The Fire Marshall should comment on the proposed
widths of the access lane to facilitate emergency vehicle access and set-up.
PH 952.227.1100. www ci.chanhasM.ma.115 • FX952.227.1110
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
CITY OF C HANHASSE N
Chanhassen is Comm unity for Ufo- Providing forbday and Planning forTomorrow
GRADING AND DRAINAGE
The applicant is proposing to grade the site with a rural section design. The access drive is
proposed to be a graveled surface in order to access the camp and the dining hall facility. Curb
and gutter is not designed to assist in the control of drainage off of the internal roadways.
Drainage across the proposed site generally follows a north -to -south pattern with water flowing
across the site and towards Tanadoona Dr.
The applicant is proposing a short retaining wall that is approximately 25-foot long near the
dining hall. While the top of wall and bottom of wall elevations provided are less than 4', the
bottom wall elevation may be indicated at -grade rather than the true bottom of the wall. Bottom
wall elevations of the entire wall section, or below grade, shall be provided. If the wall exceeds
4' in total height, the wall shall be designed by a registered engineer, and plans shall be
submitted for review.
EROSION CONTROL
The proposed development will exceed one (1) acre of disturbance and will, therefore, 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). All erosion control shall be installed and inspected prior to initiation of
site grading activities.
The plans include a proposed Storm Water Pollution Prevention Plan (SWPPP).
The proposed redevelopment will need to be permitted by the Minnehaha Creek Watershed
District (MCWD).
STORMWATER MANAGEMENT
Article VII, Chapter 19 of City Code describes the required storm water management
development standards for site plans. The proposed project is reducing the area of impervious
surface by 359 S.F. and therefore peak discharge rates from the site will not increase and a
hydrologic analysis is not required.
UTILITIES
PH 952.227.1100 • www.cl.Chanhasm.mn.us • FX 952.227.1110
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
CITY OF C HANHASSE N
Chanhassen is a Communityforl1fe- Providing forToday and Planning forTomorrow
The plan proposed to serve the dining hall from in -place public utilities under Tanadoona Drive.
Currently, drinking water is provided to the site by an existing private well. The plans propose
to connect the site to city water. The site is currently utilizes a connection to the city's sanitary
sewer system that is approximately 100-feet west of the existing access to Tanadoona Dr.
The plan proposes to extend sanitary sewer west from the manhole north of the existing
connection to city sanitary sewer. An 8-inch PVC main is proposed to connect to the dining hall.
The connection to the existing manhole on the site shall be core -drilled and booted in order to
facilitate a watertight connection. An existing forcemain pumps sanitary sewage to the existing
manhole. The plans propose to eliminate this connection and re-route the forcemain to a new
manhole further to the west. The connection at the existing manhole shall be abandoned by a
water -tight means.
The plan proposed a connection to the city water system near the existing sewer connection. The
plan proposes to connect to an existing 6-inch DIP hydrant lead and extend an 8-inch PVC
watermain into the site to serve the dining hall and future construction. The plan also proposed
an alternate connection to the city water system to provide a looped system and an alternative
source if there is a need for maintenance to the piping system. It is assumed the alternate
connection will be bid as a separate item and the owner will determine if the work fits into the
project budget. Engineering recommends the designer re -consider the main water connection
design. There will likely be an increase in head -loss in regards to water flow and pressure for the
service to the site by leaving in a 6-inch connection to the city watermain and then increasing to
8-inch pipe to service the site. The 6-inch pipe connection is approximately 15' long and the
headloss amount would be expected to be small but it should be recognized and calculated. The
site is within the City's high water pressure zone which may allow the design to be reasonable.
The 6-inch gate valve should be examined for corrosion and stainless steel bolts when excavated.
If mild steel bolts are found it is recommended the bolts on the existing valve and fittings be
replaced. The existing 6-inch connection to the watermain is DIP. It is recommended an anode
bag and pipe clamp be added to this ductile iron pipe stub if it is left in place. C900 pipe is
required per City standards for all hydrant leads and all bends shall be epoxy coated in order to
resist corrosion. Appropriate traffic control will be required for any work within the public right-
of-way.
Engineering
1. Provide top of wall and bottom of wall elevations for entire retaining wall build, which
includes retaining wall built below grade, i.e. bottom of wall.
2. Salvage existing topsoil and indicate all proposed stockpile location(s) on the plan.
PH952.227.1100. 1vww cl.chnnhaSMAn.nS • FX952.227.UIO
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
CITY OF C HANHASSE N
Chanhassen is a Community for 1.1fe-PnividingforTodayand PlanningforTomorrow
3. Connection to the existing sanitary sewer manhole will require a core drill and
installation of a boot to facilitate a water -tight connection.
4. Appropriate city permits for construction within the public right-of-way shall be obtained
prior to construction. Work within city streets requires a traffic control plan.
5. A preconstruction meeting with Public Works and Engineering shall be scheduled by the
contractor prior to the connection of any public utilities.
6. All call -outs on construction plans that reference a detail shall be updated to incorporate
the sheet the detail is illustrated on and the detail number referenced for construction.
7. Watermain fittings shall be epoxy coated.
8. Hydrant lead pipe shall be C900 PVC.
9. Require Contractor to example the existing 6-inch gate valve identified to remain. If
mild steel bolts are in -place on the valve or as part of the fittings the bolts shall be
changed out with stainless steel or Cor-Blue bolts.
10. It is the applicant's responsibility to ensure and submit proof that permits are received
from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers,
DNR, MnDOT, Carver County, MCWD, Board of Water and Soil Resources, MPCA,
etc.).
PH 952.227.1100 • wwol.chanhanw.w.u5 • FX952.227.1110
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
MINNEHAHA CREEK
QUALITY OF WATER
June 6'". 2019
MacKenzie Walters
Community Development Department
City of Chanhassen
WATERSHED DISTRICT
QUALITY OF LIFE
RE: Agency Review Request, Land Development Proposal: 3300 Tanadoona Drive
• This project triggers MCWD's erosion control and stormwater management rules.
o This project is occurring on a site greater than 5 acres with a less than 40% site
disturbance and a 0-9% reduction in impervious surface. Within our stormwater
management rules, this category of site is required to incorporate BMPs into their design.
The initial site plan for the dining hall rebuild reduces impervious surface by 0.09% and contends
that this reduction constitutes as 'better site design' and therefore their BMP and that they are
exempt from incorporating additional BMPs. This interpretation stems from a portion of our rules
which states "BMPs addressing the potential water resource impacts associated with the proposed
activity must be incorporated to limit creation of impervious surface, maintain or enhance on -site
infiltration and peak flow control and limit pollutant generation on and discharge from the site.
BMPs may include site design, structural and non-structural practices." [Section 3(d) of our
Stormwater Management Rules]
• MCWD maintains that they need to incorporate a BMP into their site and that 'better site design'
is not able to constitute the BMP. Section 3(d) does have site design and non-structural BMPs
listen in order to align with the definitions in the MN stormwater manual, however, Staff require
that a structural BMP be incorporated into the plans to fulfill the intent of the rule.
It is Staff s interpretation of the Stormwater Management Rule that a better site resulting in 101/6
of a reduction in impervious surface would constitute as a non-structural BMP and would be
exempt from Stormwater Management rule requirements. If a site with a reduction in impervious
surface falls into the 0-9% range, they are required to incorporate a structural BMP. Site design
that reduces impervious by this amount cannot count as the BMP because it's the 0-9% reduction
range that sets the parameter for requiring the BMP.
They are not required to incorporate a BMP that has a specific treatment scope or capture amount.
MCWD staff recommend that they incorporate an above ground bioretention basin such as a rain
garden. This could also provide an important educational opportunity for campers to learn about a
tangible and specific aspect of environmental stewardship beyond the usual 'reduce, reuse,
recycle" and facilitate discussions on the purpose of stormwater capture as well as native
vegetation and habitat for pollinators.
We collaborate with public and private partners to protect and improve land and water for current and future generations.
....... .........
15320 Minnetonka Boulevard, Minnetonka, MN 55345 • (952) 471-0590 • Fax: (952) 471-0682 • www.minnehahacreek.org
The following notes from my review of the Camp Tanadoona submittal:
• Full Fire Alarm and Full Sprinkler system required in the new structure.
• Hydrant locations are acceptable.
• No parking Fire Lane signs and yellow curb paint will be needed on both sides of all roads under
26 feet in width, which looks to be all roads on the plan. Parking only in designated parking
spaces.
• The gravel roadway will need to support up to 75,000 Ibs for fire apparatus. Information will
need to be provided to show this road structure will be sufficient.
• All landscaping, rocks, planters, etc will need to be kept back away from the roadway to allow
for proper turnaround of emergency apparatus. The turn around lane is 12 feet in width, will
need more room on each side as well as the entrance to allow for proper maneuvering.
•ar-•-...—__.
.atazzz -.
' as
Don Nutter
Fire Marshal
CITY OF CHANHASSEN
PH. 952.227.1151
MB. 612.268.8515
FX. 952.227.1190
www.ci.chanhassen.mn.us
Ve • e
iJo Pad,:,}
f { e
�I
Hi MacKenzie,
Please see below, I hope this is helpful and not too much information.
I ) Staff levels summer/winter
Summer staff— 15-20 total , daily staff (3-4 cars) — Most staff are choosing to live on site whether they work
day camp or overnight camp. There are just a few commuters.
Parking for overnight staff is in the maintenance area which holds 15 cars, or along the curved drive which
holds 17 cars
Directors house, 2 adults, 2 cars - parking holds 3A cars if needed for overflow
Fall Winter Spring- 5-10 Staff including director and maintenance staff who parks at the directors house and
maintenance building. The Rest will park in curved parking along the new drive
2) How campers/groups typically arrive
Day camp 120 - 130 campers daily
Day campers arrive daily by parent drop off/pick up loop, they arrive between the hours of 7:15 (early drop)
regular drop off 7:45 to 8:30AM
Day camp drop off holds 18 cars for quick drop off and pick up, staff escort kids to and from cars and keep
drop off line moving. Lines rarely form.
Overnight camp 100 - 110 get dropped off on Sunday night and picked up Friday night.
Drop off- Parents are directed to park in the open field and escort their kids to their cabins.
Pick up - Parents use the drop of 7Pick up loop
3) How event parking works —
Weekly end of the week celebration
Parent parking needs to be for approximately 200 - 225 cars they all fit in the open field area, the drop off
loop and. visitor area and the inside drop of island
Staff stays parked along the curved drive and in the maintenance area
Fall and winter activities generally are for 25 - 150 students who arrive by bus and are dropped off at the
loop. 2 - 6 Visiting parent chaperones will park in visitor area or ride the buses
Staff will park along the curved drive
Weddings in the fall will be maximum 200 guests with up to 100 cars. They will first fill the drop off parking
(18), visitor parking( 7), curved road parking(17) then the field (200+)
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
)ss.
COUNTY OF CARVER )
1, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on
June 6, 2019, the duly qualified and acting Deputy Clerk ofthe City of Chanhassen, Minnesota;
that on said date she caused to be mailed a copy of the attached notice of Public Hearing for
Site Plan Review for Demolition and Reconstruction of then Dining Hall at Camp
Tanadoona, Planning Case 2019-05 to the persons named on attached Exhibit "A", by
enclosing a copy of said notice in an envelope addressed to such owner, and depositing the
envelopes addressed to all such owners in the United States mail with postage fully prepaid
thereon; that the names and addresses of such owners were those appearing as such by the
records of the County Treasurer, Carver County, Minnesota, and by other appropriate records.
Kim T euwissen, De
Subscribed and sworn to before me
this jjj!'dayof_:J_IfIf �2019.
ANNE KATHRYN LUNDELL
} Notary Publ"innesots
y_ My Cwrhma n E*mjmn 31.2021
Nonce of Public Hearing
Chanhatteen Planning Commission Mooting
Notice of Public Hearing
Chanhassen Planning Commission Meeting
O! a>mt6 I Tua!, e - Jute 1Q 2019 at 7d10 pm ma —0 a rrbb m an us
To consider a Site Ran Review for demolition of the existing
dnitg hat and reconstruction of a new 10500 sae ft dining
PioPue+l: hat in the existing lorabm and connect to city water and
sewer, development tan access road and drop off . Zoned
Rural Residential District M. -
ePPkwy Magney Architecture / Camp Fee Minnesota
PRKNM Waver.
Properly 3300 Tanadcone Dive, Excelsior -.
IOtRber A location map Is on 90 revsss side Of Oft notice.
The purpose of this public hearing 's to inform you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead to
What Happens public hearing through the following steps:
at the Meeting 1. Staff wil gNe an overview of tine proposed project
12 The applicant will pesent plans on the project-
3 Comments are received from the public.
4 Pudic hearing is dosed and the Commission discusses
9 you ware to see the plans before to masti g, please visit
the CiVs projects web page at
lwnerddiaisa�l.ImuS/21119.05. If you wish to tank to
someone about this project, pease correct MacKenzie
Questions & Young -Wafters by email at mwalers/aT d chanhassen,nmus or
Comments; by phone at 952-227-1132. rc you ctacse to submit written
comments, it is helpful to ham one copy to the department in
advance of the meeting. Staff will provide copies to the
Commission. The staff report for this ion will be available
online m the project wit site listed above the Thursday
prior V the Planning Commission meeting.
NdIQ Slip tip to receive email and/or text notifications when meeting agada%
packets, mi ales and videos are uploaded to the dys websie. Go b
abs+b. . u. o.+mw. w rb s brave � is ei u., vesed ases s rr+w
pwgq..ba FYi MMnb Itl Cd. M.J.. nVb . PMc itrie lob. b rraMy W.i4. A'
oA.b R.. rl PrPnY .M„DI MI tl M1.W b b b nft qM1 � b.�e .O' atrb11 Pe i
YWf b mE M1 �p
9.r p.rw ..P. qM1.gA e6>a bit Md. I P'b.. bb.rn .b.�..Jbi lab Yb .
.retry M'4b w ra A.nie CmniN ...H err V W ..mtl awNn qr. Yr N.osiadar
11. ion .I b seen b M1 fret b R.. qW 1a ptN..•P• tl M1 asi..ea ll. rsYYsi J gtr s
P.k ti.e .tl wow Ie Yin N m/.. wnr.bin b b (I/ Cw'M1 T. r4 bed .bens boo q M1
Yq VN M1 rMe bmm.6 I�� amaw Ytl Iw N qd Iw.YI.. W ..Mr
tl M1 W tam aP �tr N iN w.n.Jr.. non .6.1. b mm.ewrwra
M.ed. 9w 9tr. SIYID qaa l gifu. b b pgaf .M� w Op aloe M1 b W � trod d
mq spaao. b b M1i miWb .war... bM1 b cube .+!' pwo�.eie
pow totl qk.w ere rYb.Y b.b.q npr�.e . �. N N.a.e b /. L1' Nm nwee
. ryyb.lml p.wawwtr�Y.w i.m.iri blw+i..mwi trb.4 Otrt btiy.. w.mAM �
nb.w M1 gbdlmt Ipde sM pgYl 9a i sb ..YY b w.w a pyrd V1.y iw.rr! ewrtl
e �M1 �b�oasm im M1 vas¢ h+ra M1 4 boo aqb �w r.r .. inn .d .o m�qb.
r,. .arMM aM1 b.bM1fY b.LL r1ailM bow b.ee. bYidW bb.p
Deb Ik7bns Tuesday, June 14 2019 at 7:00 Pm rn t..ay me meat me
Use h h waft dtlaeara teadi ofM sesMa
Ir�tion• I CC& Hal Coud (]cambers 7700 Market Bkd
To consider a Site Ran Review for dernolnon of the wasting
dining hal and reconstruction of a new 10.500 sq. R dining
Proposal: hall h the edstng location and conned to city water and
sewer, development of an access road and drop of. Zoned
Rural Residential District (RR).
Magrey Architecture I Carp Fa Minnesota
Ipcetkn; A lonuon mp is on the rareree side Was, mucs-
The purpose of this public hearing is to inform you about the
applicant's request and to obtain input from the neighbor"
about this project. During the meeting, the Chair will lead the
Not public hearing through the following steps:
Ili er t Staff wil give an overview of the proposed project
It lifte 2 The applicant will present plans on the project
3 Comments are received from the pubic.
4. Pudic hearing is dosed and the Commission discusses
the croiect
t you watt b see the plans before the meeting, please visit
to Ciys projects web page at
.+.atanhasmr. min tits/2012M. If you wish b talk to
someone about this project please contact MacKenzie
Questions & Young -Wafters b/ email at mwattersCril d chanhassen.mn.us or
Comments: by phone at 952-227-1132. K you choose to submit written
comments, it s helpful to have one copy to the department it
advance of the meeting Staff will provide copies to the
Commission. TJIe staff report for this Than will be available
online on the project web site Iisted above the Thursday
_ orior to the Rannina Commission meeting.
IEWt Sign tp to receive email and/or text notifications when meeting agendas,
packets, mines ad videos are uploaded to the dys we site. Go to
ran w+b.. bear .tl lire. rb. wvr�s .wir.a n..+v.
m. Mew lie w.. oqk' h..lp m. r. rYNs rmnYb. a
YI tlM1.rp b b b iA.t tlM1 rrplgib brew hr.trWl pee a
IY w...b. a. ss
�a�b.
= M. M1 P.Pb .. W d M1.w'.V Oq� T. lbwYin J 3M1 e.
.mmtlW. RmN. Ytl V• N ab w,Nnl. YY. wlb mbhC'
ry rJ ve.rJiw. has wYM.I b mm.bNMbt _
M1p YYiovwmi a.bmir..
nab.. iyle Y rave N .fWe b M1 b Cwm cure
b pgw.�9�.i w.YY 4.Y.M1 PTb .. ryYtr!]pmW e
b. pWc n.na a. 4 oe.e ew w rb.r w.i. a wm.ms•M1
nM1 wonbM1q b.J. e).i.inoM1. m.e0 brtriYdnF.pe
FN TAX NAME
TAX_ADD_U
TAX_ADD_L2
TAX ADD_L3
SHAPE
250D92500 THOMAS L&JODI LDYVIG
13418 EXCELSIOR BLVD
MINNETONKA
MIN S5345-4910
7250 HAZELTINE BLVD
2S4S30230 NICHOLIS HSTIWNGS
2670 LONGACRES O1
CHANHASSEN
NN 55317
2670 LONGACRES OR
254530060 JAMES WILUAMSON
2701 LONGACRES OR
CHANHASSEN
M1 55317
2701 LONGACRES OR
Z54530200 SAMANTHA SUZANNE SCHMIDT
2710 LONGACRES DR
CHANHASSEN
FM 55317
2710 LONGACRES OR
254530050 ASHLEY RVILLEUA
2721 LONGACRES OR
CHANHASSEN
AN 55317
2711 LONGACRES OR
25453W40 YO YEOL PARK
2715 LONGACRES DR
CHANHASSEN
MI 55327
2715 LONGACRES OR
Z54530D10 JOHN T & VICTORIA RILEY
2717 LONGACRES OR
CHANHASSEN
MI 55317
2717 LONGACRES OR
254530020 AWSON M WALSH
2719 LONGACRES DI
CHANHASSEN
MIN 55317
2719 LONGACRES Di
254530030 MICHAEL C CAMNETAR
2721 LONGACRES DR
CHANHASSEN
AN 55317
2721 LONGACRES DR
252160020 JAMES P UNN
2735 CHES MAR FARM IO
EXCELSIOR
M15533Y8041
2735 CHES MAR FARM RD
250570050 WESTWOOD COMMUNITY CHURCH
3121 WESTWOOD OR
EXCELSIOR
NN 553314XH4
3121 WESTWOOD DI
2592700 GRETCHEN LFSTARKS
3301 TANADOONA OR
EXCELSIOR
M155331-MU
3241 TANADOONA DR
2SM3330 PETERSON REVOCABLE TRUST
3301 TANADOONA DR
EXCELSIOR
NN 553314ME
3301 TANADOONA OR
250093000 HERITAGE DEVELOPMENT OF M4 WC
422 EAST COUNTY ROAD D
ST PAUL
NN 55117-1218
250D92600 MINNESOTA CAMP FIRE FOUNDATION
4828 MINNETONKA BLVDA 202
ST LOUIS PARK
NN 55416
NA
Z50083200 MINNESOTA CAMP FIRE FOUNDATION
4828 MINNETONKA BLVD# 202
ST LOUIS PARK
M4 SS416
330D TANADOONA OR
250D91000 CARVER COUNTY
602 M STE
CHASKA
NN 55318-2102
252160010 CALVIN T FAGLEY
7140 HAZELTINE BLVD
EXCELSIOR
M4 55331-8056
7140 HAZELTINE BLVD
252160030 LAMES G WAYNE 1R
7200 HAZELTINE BLVD
EXCELSIOR
NN 55331-8035
7200 HAZELTINE BLVD
253360441 DAVID J & STEPHANIE LSEWARD
7205 HAZELTINE BLVD
EXCELSIOR
MF 55331-SM
7205 HAZELMNE BLVD
254530300 CESAR N DOMINGUEZ
7250 HILLSDALE Cr
CHANHASSEN
NN 55317
7250 HILLSDALE CT
254530310 MMAD SHALABI
7260 HILLSDALE Cr
CHANHASSEN
NN 55317
7260 HILLSDALE a
Z54530290 ANDREWI PAUTZ
7265 HILLSDALE Cr
CHANHASSEN
RN 55317
7265 HILLSDALE CT
254530240 DANS & WENDY LSPILLUM
7270 HILLSDALE CT
CHANHASSEN
M1 55317
7270 HILLSDALE CT
Z54530290 ERICK & KELLY 1 DETTMER
7275 HILLSDALE Cr
CHANHASSEN
NN 55317
7275 HILLSDALE CT
254530230 ANDREA F FLOREK
7298 HILLSDALE CT
CHANHASSEN
MIN SS317
7298 HILISI A E Cr
258350D30 JAMES R WIBERG
7301 DOGWOOD AVE
EXCELSIOR
NN 55331-8015
7301 DOGWOOD ID
258350020 SCOTT A VERGIN
7311 DOGWOOD RD
EXCELSIOR
MY 55331-8015
7311 DOGWOOD NT
25835MM JUSTIN FAULK
7321 DOGWOOD RD
EXCELSIOR
AN 55331-BG15
7321 DOGWOOD RD
250D92000 BRUCE A&YVONNE MGESKE
7325 HAZELTINE BLVD
EXCELSIOR
M4 55331-8038
7325 HAZELTINE BLVD
251230030 ASHBAUGH FAMILY TRUST
7329 HAZELTINE BLVD
EXCELSIOR
M4 55331-8038
7329 HAZELTINE BLVD
2SR350040 MICHAEL P QUIST
7331 DOGWOOD AVE
EXCELSIOR
M4 55331-8015
7331 DOGWOOD RD
251230020 GREGORY AARON KUNGELHUTZ
7331 HAZELTINE BLVD
EXCELSIOR
MN 55331-8038
7331 HAZELTINE BLVD
251230110 MARL D BUSS
7333 HAZELTINE BLVD
EXCELSIOR
M4 55331-8038
7333 HAZELTINE BLVD
258350050 RICHARD C LUNDELL REV LNTRUST
7341 DOGWOOD RD
EXCELSIOR
MI 55331
7341 DOGWOOD RE)
25835OD60 MELANIE L REILLY TRUST AGREEMENT
7401 DOGWOOD RD
EXCELSIOR
NN 55331
7401 DOGWOOD ID
25MI900 THOMASJ DOLL
PO BOX 148
EXCELSIOR
NN 55331-0148
7264 HILISDALE Cr
254530390 LONGACRES HOMEOWNERS ASSN INC
PO BOX 542
CHANHASSEN
NN 55317
r
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
Q %
Application of Magney Architecture on behalf of Camp Fire Minnesota for Site Plan approval
for a 10,500 square foot dining hall.
On June 10, 2019, the Chanhassen Planning Commission met at its regularly scheduled meeting
to consider the application of Magney Architecture on behalf of Camp Fire Minnesota for site
plan approval. The Planning Commission conducted a public hearing on the proposed
development preceded by published and mailed notice. The Planning Commission heard
testimony from all interested persons wishing to speak and now makes the following:
FINDINGS OF FACT
I. The property is currently zoned Rural Residential Distract (RR),
2. The property is guided in the Land Use Plan for Public Semi Public.
3. The legal description of the property is:
ALL THAT PART OF GOVT LOT 9 IN SEC 8, AND ALSO ALL PART OF SW 1/4
NW 1/4 OF SEC 9; ALL LYING NLY OF THE FOLLOWING DESCRIBED: COMM AT
THE SE CORN SW IA NW 1/4 OF SEC 9' TH N69'W 1585.7; TH N86°W 1210' TO THE
SHORE OF LAKE MINNEWASHTA.
Mr.]
ALL THAT PART OF SW 1/4 NEI/4 AND SE1/4 NW 1/4 LYING WLY OF THE
CENTERLINE OF STATE TRUNK HIGHWAY NO. 41, AS NOW LAID OUT (FORMERLY
TRUNK HIGHWAY NO. 12) EXC THAT PARCEL DESCRIBED AS FOLLOWS: THAT
PART OF SW 1/4 NEI/4: COMM AT THE POINT OF INTERSECTION
4. Site Plan Review:
a. Is consistent with the elements and objectives of the city's development guides, including
the comprehensive plan, official road mapping, and other plans that may be adopted;
Finding: The proposed development is in compliance with the elements and objectives
of the city's development guides and facilities the continued use of the property in
accordance with its Public Semi Public designation.
SCANNED
b. Is consistent with site plan division;
Finding: The proposed development complies with the Site Plan review requirements of
the Chanhassen City Code.
c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil
removal and designing grade changes to be in keeping with the general appearance of the
neighboring developed or developing areas;
Finding: The applicant is rebuilding within a wooded/natural area and has proposed a
plan with minimal impact to the surrounding environment. The applicant is adding over a
dozen trees for reforestation within the site and is proposing to reduce the existing
impervious cover.
d. Creates a harmonious relationship of building and open space with natural site features
and with existing and future buildings having a visual relationship to the development;
Finding: The proposed building is part of a comprehensive master plan and is well suited
to site's overall development plan. The building's design and architecture is well suited
to the natural environment that surroundings it.
e. Creates a functional and harmonious design for structures and site features, with special
attention to the following:
1) An internal sense of order for the buildings and use on the site and provision of a
desirable environment for occupants, visitors and general community;
2) The amount and location of open space and landscaping;
3) Materials, textures, colors and details of construction as an expression of the design
concept and the compatibility of the same with adjacent and neighboring structures
and uses; and
4) Vehicular and pedestrian circulation, including walkways, interior drives and parking
in terms of location and number of access points to the public streets, width of
interior drives and access points, general interior circulation, separation of pedestrian
and vehicular traffic and arrangement and amount of parking.
Finding: The proposed building is part of a comprehensive master plan and is well
suited to site's overall development plan. The building's design and architecture is
well suited to the natural environment that surroundings it. The proposed interior
circulation, subject to compliance with the conditions of approval, will provide for
the safe and efficient circulation of vehicles and pedestrians within the site.
f. Protects adjacent and neighboring properties through reasonable provision for surface
water drainage, sound and sight buffers, preservation of views, light and air and those
W
aspects of design not adequately covered by other regulations which may have
substantial effects on neighboring land uses.
Finding: The proposed development protects adjacent and neighboring properties
through reasonable provision for surface water drainage, sound and sight buffers,
preservation of views, light and air and traffic circulation.
5. The planning report #2019-05, dated June 10, 2019 prepared MacKenzie Young -Walters, et
al, is incorporated herein.
The Planning Commission recommends that the City Council approve the Site Plan for
Camp Tanadoona subject to the recommended conditions of approval contained within the staff
report.
ADOPTED by the Chanhassen Planning Commission this 101 day of June 2019.
PLANNING COMMISSION STAFF
REPORT
Tuesday, June 18, 2019
Subject
Consider Camp Tanadoona Site Plan Review for Demolition of Existing Dining Hall and
Construction of New Dining Hall and Connection of City Water and Sewer, development of
Access Road and Drop Off
Section
PUBLIC HEARINGS
Item No: C.1.
Prepared By
MacKenzie Young -Walters, Associate
File No: Planning Case 2019-05
Planner
PROPOSED MOTION:
"The Chanhassen Planning Commission recommends approval of the site plan for a 10,500 square -foot dining hall,
kitchen, and program area building subject to the conditions of approval and adoption of the Findings of Fact and
Recommendation "
The applicant is requesting site plan approval for the construction of a new 10,500 square -foot dining hall in the old
dining hall's location.
APPLICANT
Magney Atchitecttue (Tammy Magtey, AIA) 540 Lake Street Excelsior, MN 55331 (612) 701-7117
umgney@mchsi.com
PRESENT ZONING: RR -Rural Residential District
LAND USE: Public Semi Public
ACREAGE: 104.08 acres
DENSITY: 0.0023 F.A.R ^^
APPLICATION REGULATIONS
Chapter 20, Article 11, Division 6, Site Plan Review
Chapter 20, Article VII, Shoreland Management District
Chapter 20, Article XI, "RR" Rural Residential District
BACKGROUND
Camp Fire Minnesota is in the process of conducting a multi -year and multi -phased renovation, update. and expansion
of the facilities at Camp Tanadoona in accordance with the camp's master plan. Phase 1 was completed in 2014 and it
involved building a new Day Camp Village and overnight cabins, multiple gathering areas, an archery range and garden,
and the Tree House outdoor living classroom.
They are now ready to commence Phase 2 of these updates, which involves removing the existing dining hall and
replacing it with a new 10,500 square -foot dining hall. in addition to the new building, Phase 2 will connect the dining
hall to city sewer and water, add staff and visitor parking, and revise the existing access road and internal site
circulation.
The new building will have a 200-person seating capacity and provide the camp with a flexible indoor space to meet
current demands and help grow the camp as a year-round destination.
The applicant has sent out mailers to the surrounding properties and invited them to take a tour of the camp and meet
onsite to learn about the proposed project.
A detailed discussion of the proposal can be found in the attached staff report.
RECOMMENDATION
Staff recommends that the Planning Commission approve the site plan for 10,500 square -foot dining hall, kitchen, and
program area building dated May 17, 2019 subject to the following conditions:
Building
1. The building is required to have automatic fire extinguishing systems.
2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota.
3. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group,
Type of construction, Allowable height and area, Fire sprinklers, Separated or non -separated, Fire resistive
elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required
(Common path, Travel distance), Minimum plumbing fixture count.
4. Detailed occupancy -related requirements will be addressed when complete building plans are submitted
5. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the
proposed building, including but not limited to: allowable size, protected openings and fire -resistive construction.
These requirements will be addressed when complete building and site plans are submitted.
6. Retaining walls (if present) more than four feet high must be designed by a professional engineer and a building
permit must be obtained prior to construction.
Engineering and Water Resources
1. Provide top of wall and bottom of wall elevations for entire retaining wall build, which includes retaining wall built
below grade, i.e. bottom of wall.
2. Salvage existing topsoil and indicate all proposed stockpile location(s) on the plan.
3. Connection to the existing sanitary sewer manhole will require a core drill and installation of a boot to facilitate a
water -tight connection.
4. Appropriate city permits for construction within the public right-of-way shall be obtained prior to construction.
Work within city streets requires a traffic control plan.
5. A preconstruction meeting with Public Works and Engineering shall be scheduled by the contractor prior to the
connection of any public utilities.
6. All call -outs on construction plans that reference a detail shall be updated to incorporate the sheet the detail is
illustrated on and the detail number referenced for construction.
7. Watemrain fittings shall be epoxy coated
8. Hydrant lead pipe shall be C900 PVC.
9. The Contractor shall examine the existing 6-inch gate valve identified to remain. If mild steel bolts are in -place
on the valve or as part of the fittings the bolts shall be changed out with stainless steel or Cor-Blue bolts.
10. It is the applicant's responsibility to ensure and submit proof that permits are received from all other agencies
with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, MCWD,
Board of Water and Soil Resources, MPCA, etc.).
Environmental Resources
1. All trees proposed for preservation shall be protected with tree preservation fencing installed at the dripline or
furthest point possible away from the trunk. Fencing shall remain in place until construction is completed.
2. A walk through of the tree preservation fencing prior to start of construction is required.
Fire
1. Full Fire Alarm and Full Sprinkler system required in the new structure.
2. Hydrant locations are acceptable.
3. No Parking Fire Lane signs and yellow curb paint will be needed on both sides of all roads under 26 feet in
width.
4. Parking shall be limited to designated parking spaces.
5. Provide information showing that the gravel roadway can support up to 75,000 pounds.
6. All landscaping, rocks, planters, etc. will need to be kept back away from the roadway to allow for proper
turnaround of emergency apparatus. Additional space shall be provided along the turnaround lane and entrance
to allow for property maneuvering.
Planning
1. The applicant shall enter into a site plan agreement and provide the security required by it prior to receiving a
budding pemtit.
2. The applicant may install directional and wayfinding signage as need for the safe and efficient navigation of the
site, provided it meets the height, size, and location standards in section 20-1255(2) of the City Code.
ATTACHMENTS:
❑ Staff ReportTanadoona
❑ Findings of Fact (Approval)
❑ Application for Development Review
❑ ERS Memo
❑ ENG Memo
❑ MCWD Memo
❑ Fire Comments
❑ Parking Clarification
❑ AffdavitofMailing
PC DATE: June 18, 2019
f
CC DATE: July 8, 2019
REVIEW DEADLINE: July 16, 2019
CASE #: 2019-05
BY: MYW, GB, DN, JS
PROPOSED MOTION:
"The Chanhassen Planning Commission recommends approval of the site plan for a 10,500
square -foot dining hall, kitchen, and program area building subject to the conditions of approval
and adoption of the findings of fact and recommendation."
SUMMARY OF REQUEST: The applicant is requesting site plan approval for the
construction of a new 10,500 square foot dining hall in the old dining hall's location.
LOCATION: 3300 Tanadoona Drive (PID: 250083200; 250092600)
APPLICANT:
Magney Architecture (Tammy Magney, AIA)
540 Lake Street
Excelsior, MN 55331
(612)701-7117
tmagnevna mchsi.com
OWNER:
Camp Fire Minnesota (Mamie Wells, CEO)
4829 Minnetonka Blvd, Unit 202
St. Louis Park, MN 55416
(612)284-6816
mamiew(&camofiremn.com
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 2 of 14
PRESENT ZONING:
2030 LAND USE PLAN:
ACREAGE: 104.08 acres
RR -Rural Residential District
Public Semi Public
DENSITY: 0.0023 F.A.R.
LEVEL OF CITY DISCRETION IN DECISION -MAKING:
The city's discretion in approving or denying a Site Plan is limited to whether or not the
proposed project complies with Zoning Ordinance requirements. If it meets these standards, the
city must then approve the site plan. This is a quasi-judicial decision.
Notice of this public hearing has been mailed to all property owners within 500 feet.
PROPOSAL/SUMMARY
Master Plan
XCamp
Fln
_.�
TANAMNA
• .r_ .m
• �.�•.�•
usMa�Ww�P
�V
Camp Fire Minnesota is in the process of conducting a multi -year and muttT-pnasea renovanon,
update, and expansion of the facilities at Camp Tanadoona in accordance with the camp's master
plan. Phase 1 was completed in 2014 and it involved building a new Day Camp Village and
overnight cabins, multiple gathering areas, an archery range and garden, and the Tree House
outdoor living classroom.
They are now ready to commence Phase 2 of these updates, which involves removing the
existing dining hall and replacing it with a new 10,500 square foot dining hall. In addition to the
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 1 S, 2019
Page 3 of 14
new building, Phase 2 will connect the dining hall to City sewer and water, add staff and visitor
parking, and revise the existing access road and internal site circulation.
Phase 2
A
•
1
�
The new building will have a 200 person seating capacity and provide the camp with a flexible
indoor space to meet current demands and help grow the camp as a year-round destination.
The applicant has sent out mailers to the surrounding properties and invited them to take a tour
of the camp and meet onsite to learn about the proposed project.
APPLICABLE REGULATIONS
Chapter 20, Article II, Division 6, Site Plan Review
Chapter 20, Article VII, Shoreland Management District
Chapter 20, Article XI, "RR" Rural Residential District
BACKGROUND
1924: Camp Tanadoona begins operations.
2012: Camp Tanadoona developed a master plan to preserve the site, better meet the need for
summer camp, expand programs and facilities for year-round use, and help the camp be a better
neighbor and community asset.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 4 of 14
2014: Completed Phase I of the master plan (new Day Camp Village and overnight cabins,
multiple gathering areas, an archery range and garden, and the Tree House outdoor living
classroom)
2018: Camp Tanadoona met with City Staff to discuss what would be required to imitate Phase 2 of
the master plan (new dining hall, connection to city sewer and water, revised parking and site
circulation).
May 22, 2019: Camp Tanadoona presented their master plan and vision for the camp during the
City Council work session. They also discussed their proposed timeline and goal of having the new
dining area completed by next spring.
SITE CONDTIONS
The property is split between a western 62.14-acre parcel (PID 25uu832uu) ana a 4i.Y4-acre
eastern parcel (PID 250092600). Both parcels are zoned Rural Residential District (RR) and the
western parcel is partially located within the shoreland overlay district. The RR district requires a
minimum lot size of 2.5 acres, front and rear setbacks of 50 feet, side yard setbacks of 10 feet,
and limit properties to 20 percent lot coverage. The shoreland overlay district also requires a
150-foot lake setback for non-residential structures without water -oriented needs. There are also
several wetlands present on the property and portions of the western parcel are located within a
floodplain.
The site is primarily bordered by low -density residential districts with Planned Unit
Development -Residential districts to the north and east, and Rural Residential and Single Family
Residential districts to the south. Westwood Community Church, which is zoned Office
Institution District is also located south of the Camp.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18,2019
Page 5 of 14
Wetland Protection
No activities associated with the proposed project will be conducted near any of the wetland on
the site. There is no anticipated impact on or alteration to the wetlands.
Shoreland Overlay
The dining hall and some of the proposed parking and impervious surface is located within the
shoreland overlay district; however, the proposed lot coverage is significantly below what is
permitted and the structure is approximately 750 feet from the lake. None of the proposed
activities are outside the scope of what is permitted within the shoreland overlay district.
Floodplain Overlay
Portions of the site are located within the 100-year and 500 year flood zones; however, the
proposed structure is over 700 from the nearest flood zone and, as such, does not trigger any of
the provisions in the City's floodplain ordinance.
DISCUSSION
The applicant is requesting site plan approval for a 10,500 square foot dining hall. The main
level building footprint is 5,135 square feet with an additional 5,365 square feet of space on the
lower level.
ll+xiStURB Plir�
J
� � lV
9� '
_��\ is lq ;�•. �t • ,\ t•t ,• .ems
•. � p N�. r• • q y mow. �M�N
.,,w .w r•.r�
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 6 of 14
ARCHITECTURAL ASSESSMENT*
*Note: Since the property is zoned Rural Residential, it is exempted from the City's formal
design standards; however, an informal design review is provided below.
Size Portion Placement
The main entrance is located on the north elevation and is accented by a canopy. Secondary
access is provided by walk out level doors on the south and east elevations, as well as two other
main level entrances on the north elevation. The configuration of the main entrance and
placement of secondary access would meet the location and designation standards of the City
Code.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 7 of 14
The proposed building is approximately 92 feet wide and 72 feet deep at its greatest extent. The
applicant has made extensive use of facade modulation as well as variation in building's
rooflines to provide architectural differentiation. The result of these techniques is that the
buildings elevations are visually broken into smaller increments. Even though the dining hall is a
single story structure, the applicant is proposing to utilize skirt board, south and east elevations,
and a rear deck, south elevation, to create a visual break between the main level and walkout
level. The overall effect is to create visually appealing building that meets the intent of the City
design ordinance.
Material, Color and Detail
The applicant is proposing to use tongue and groove siding painted in natural browns along with
large glass windows on the north and south elevations for the building's main level. Trim board
and small amounts of prefinished metal are proposed as accent materials. As discussed above,
the elevations are articulated by the use of techniques including facade modulation and variation
in the building's rooflines are utilized to provide architectural differentiation. The presence of
and spacing of windows and doors along the north, south, and east elevations provides additional
articulation.
The lower level walkout level is a combination of siding, windows, and unfinished concrete.
Typically, unfished concrete is not permitted; however, the ordinances does allow for its use in
areas with limited public view. As the proposed concrete is located on the lower level in the rear
of a structure which is located in the middle of a 104-acre campground, staff believes that the
proposed use of unfinished concrete in this instance meets the intent limited public view criteria.
The overall use of material, color and detail serves to create an attractive building that is
appropriate to the site's natural context that meets the intent of the City's design ordinance.
Height and Roof Design
The building height is 17 feet 2 inches as measured from the top of the highest grade to the
average height of the roof. The absolute highest point of the building is the chimney at 23 feet 8
inches. This is significantly below the 35 feet permitted by ordinance.
The roof is of pitched design and no rooftop mechanical equipment is present that would
necessitate screening.
Facade Transparency
The applicant is proposing large windows along the north and south elevations, which extend up
into two of the three gables and across the main floor dining area. The proposed widows meet the
intent of the design ordinance's glazing criteria.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 8 of 14
Site Furnishings
The applicant is proposing north
and south circular patios, the
northern one being located near a
freestanding fireplace, and the
southem one having a campfire
ring and tiered semi -circle of
benches. A mulch -walking path
with timber steps is also proposed
to facilitate pedestrian traffic
between the north and south
elevations. The applicant is also
proposing a deck along the south
side of the building.
Loading Areas, Refuse Area, etc.
The dumpsters and loading area along the east fagade will be screened through the use of a
boulder retaining wall. The location of the building and size of the site mean that there is no
potential of these areas being viewed from the public right-of-way.
Lighting
No light poles or parking area lighting is proposed. Exterior lighting will be confined to wall
mounted light fixtures near building entrances. All exterior lighting shall be shielded and have 90
degree cut-off angles pursuant to city code.
Signage
The applicant is proposing building Signage along the north elevation. No details have been
provided for the proposed sign and any sign would need to comply with the City's sign
ordinance. If the sign is a nameplate or integral sign not exceeding two square feet no permit
would be required; however, any other type of wall sign would require a sign permit.
The City's sign code permits up to four direction signs without permits; however, it allows the
City Council to authorize additional directional signs in cases where they are necessary for safe
and efficient navigation of the site. Given the unique nature and size of Camp Tanadoona, staff
recommends that the City Council permit the installation of directional signs as needed, so long
as they comply with the size and location requirements listed in the City's sign code.
Landscaping
The applicant is rebuilding within a wooded area and is proposing to preserve trees in
conjunction with the development of the site. To do so successfully, the applicant will need to
provide tree protection fencing around all trees shown to be preserved within and at the edge of
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 9 of 14
grading limits. The fencing shall be located at the dripline or furthest point possible from the
trunk of the tree. All protection fencing shall remain in place until construction is complete.
The applicant has provided satisfactory foundation plantings around the building and is adding
over a dozen trees for reforestation.
Access, Lot Frontage and Parking Location
The camp access is along Tanadoona Dr. and the plan proposes to continue to utilize the existing
driveway connection to the street. An internal network of gravel roads and drives facilitates
travel within the site, and a twenty -foot fire lane provides for emergency vehicle access to the
dining hall. Some parking improvements are proposed along the access drive to the new dining
facility but the majority of the event parking is contained within a grassy area north of the access.
The staff parking along the gravel access drive is indicated to have a stall depth of 20-feet. This
depth meets the minimum requirements within the City Code but it is recommended the client
consider a 2-foot deeper stall to facilitate parking of longer vehicles and passenger trucks. The
concern being that because the area is gravel, vehicles may inadvertently protrude into the drive
lane, impacting the flow of traffic. A 2-foot minimal buffer between the ends of the parked
vehicles and the drive lane would assist with the natural flow of traffic and increase safety.
Furthermore, people unloading camping necessities from the back of their vehicles would have
additional space. It is assumed that no striping will be provided in the proposed parking stalls
along the access drive due to the gravel surfacing. The Fire Marshall should comment on the
proposed widths of the access lane to facilitate emergency vehicle access and set-up.
a
The Fire Department has expressed concern that some of the proposed landscaping may interfere
with the turn movements of emergency apparatus. They have noted that the turnaround lane is 12
in width and that additional room will be required on each side as well as the entrance to allow
for property maneuvering.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 10 of 14
The Fire Department is also requiring that the gravel roadway be designed to support up 75,000
pounds and that "No parking Fire Lane" signs and yellow curb paint will be needed on both sides
of all roads under 26 feet in width. Parking will need to be confined to designated parking
spaces.
Miscellaneous
The building is required to have automatic fire extinguishing systems. Building plans must be
prepared and signed by design professionals licensed in the State of Minnesota. Building plans
must include a code analysis that contains the following information: Key plan, Occupancy
group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non -
separated, Fire resistive elements (Ext. walls, Bearing walls - exterior or interior, Shaft,
Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum
plumbing fixture count. Detailed occupancy -related requirements will be addressed when
complete building plans are submitted. Structure proximity to property lines (and other
buildings) will have an impact on the code requirements for the proposed building, including but
not limited to: allowable size, protected openings and fire -resistive construction. These
requirements will be addressed when complete building and site plans are submitted. Retaining
walls (if present) more than four feet high must be designed by a professional engineer and a
building permit must be obtained prior to construction.
UTILITIES
The plan proposes to serve the dining hall from in -place public utilities under Tanadoona Drive.
Currently, drinking water is provided to the site by an existing private well. The plan proposes
to connect the site to city water. The site currently utilizes a connection to the city's sanitary
sewer system that is approximately 100-feet west of the existing access to Tanadoona Dr.
The plan proposes to extend sanitary sewer west from the manhole north of the existing
connection to city sanitary sewer. An 8-inch PVC main is proposed to connect to the dining hall.
The connection to the existing manhole on the site shall be core -drilled and booted in order to
facilitate a watertight connection. An existing forcemain pumps sanitary sewage to the existing
manhole. The plan proposes to eliminate this connection and re-route the forcemain to a new
manhole further to the west. The connection at the existing manhole shall be abandoned by a
water-tigbt means.
The plan proposes a connection to the city water system near the existing sewer connection. The
plan proposes to connect to an existing 6-inch DIP hydrant lead and extend an 8-inch PVC
watermain into the site to serve the dining hall and future construction. The plan also proposes
an alternate connection to the city water system to provide a looped system and an alternative
source if there is a need for maintenance to the piping system. It is assumed the alternate
connection will be bid as a separate item and the owner will determine if the work fits into the
project budget. Engineering recommends the designer re -consider the main water connection
design. There will likely be an increase in head -loss in regards to water flow and pressure for the
service to the site by leaving in a 6-inch connection to the city watermain and then increasing to
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 11 of 14
8-inch pipe to service the site. The 6-inch pipe connection is approximately 15' long and the
headloss amount would be expected to be small but it should be recognized and calculated. The
site is within the City's high water pressure zone which may allow the design to be reasonable.
The 6-inch gate valve should be examined for corrosion and stainless steel bolts when excavated.
If mild steel bolts are found it is recommended the bolts on the existing valve and fittings be
replaced. The existing 6-inch connection to the watermain is DIP. It is recommended an anode
bag and pipe clamp be added to this ductile iron pipe stub if it is left in place. C900 pipe is
required per City standards for all hydrant leads and all bends shall be epoxy coated in order to
resist corrosion. Appropriate traffic control will be required for any work within the public right-
of-way.
GRADING, DRAINAGE, AND EROSION CONTROL
The applicant is proposing to grade the site with a rural section design. The access drive is
proposed to be a graveled surface in order to access the camp and the dining hall facility. Curb
and gutter is not designed to assist in the control of drainage off of the internal roadways.
Drainage across the proposed site generally follows a north -to -south pattern with water flowing
across the site and towards Tanadoona Dr.
The applicant is proposing a short retaining wall that is approximately 25-foot long near the
dining hall. While the top of wall and bottom of wall elevations provided are less than 4', the
bottom wall elevation may be indicated at -grade rather than the true bottom of the wall. Bottom
wall elevations of the entire wall section, or below grade, shall be provided. If the wall exceeds
4' in total height, the wall shall be designed by a registered engineer, and plans shall be
submitted for review.
The proposed development will exceed one (1) acre of disturbance and will, therefore, 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). All erosion control shall be installed and inspected prior to initiation of
site grading activities.
The plans include a proposed Storm Water Pollution Prevention Plan (SWPPP).
The proposed redevelopment will need to be permitted by the Minnehaha Creek Watershed
District (MCWD).
STORMWATER MANAGEMENT
Article VII, Chapter 19 of City Code describes the required storm water management
development standards for site plans. The proposed project is reducing the area of impervious
surface by 359 S.F. and therefore peak discharge rates from the site will not increase and a
hydrologic analysis is not required.
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 12 of 14
The project triggers the Minnehaha Creek Watershed District (MCWD) erosion control and
stormwater management rules. The applicant will need to incorporate a best management
practice (BMP) to meet MCWD requirements. MCWD staff are recommending the applicant
install an above ground bioretention basin such as a rain garden. It is the applicant's
responsibility to work with MCWD to obtain all necessary permits.
Compliance Table Code Proiect (Control Concepts)
Building Height 3 stories 1 story
35 feet 17.167 feet (to average roof height)
Building Setback N* - 50' E* - 10' N* - 650'+ E* - 1600'+
W# -150' S - 50' W# - 700'+ S - 175'+
* Wetlands are present to the north and east, but will not be impacted by the proposed project.
# Shoreland setback for nonresidential uses without water -oriented needs is double the normal 75
foot ordinary high water level setback.
Parking Stalls* 25 stalls (+166 event spaces) 25 stalls (+166 event spaces)
(Office = 4 spaces per 1,000 square feet ((11,614/1,000)*4= 46); Manufacturing = I per
employee on largest shift (28 employees); Warehouse = 1 space per 1,000 square feet for the
first 10,000 square feet, then 1 space per 2,000 square feet ((9,782/1,000)=10)
*Note: Camp Tanadoona represents a unique use within the City of Chanhassen and does not
nearly fit into any of the City's parking categories. Section 20-1124. Lg allows the City to
establish parking requirements for uses not list listed in the code based on the characteristics of
the use and available information on parking demand for the use. Camp Tanadoona has provided
the City was a breakdown of how campers arrive and typical staffing levels for the camp
(included as an attachment). Given the Camp's long history within the community, lack of any
historic parking issues, and capacity to add overflow parking areas staff is comfortable with the
proposed amount of parking.
Hard Surface Coverage 20% NA%*
Lot Area 108,900 sq. ft. (2.5 ac.) 4,533,724 sq. ft. (104.08 ac.)
*The site's pre-existing lot cover is well below the 20 percent maximum, and the proposed
project reduces this lot cover by .009 percent.
RECOMMENDATION
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 13 of 14
Staff recommends that the Planning Commission approve the site plan for 10,500 square -foot
dining hall, kitchen, and program area building dated May 17, 2019 subject to the following
conditions:
Building
1. The building is required to have automatic fire extinguishing systems.
2. Building plans must be prepared and signed by design professionals licensed in the State
of Minnesota.
3. Building plans must include a code analysis that contains the following information: Key
Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers,
Separated or non -separated, Fire resistive elements (Ext walls, Bearing walls - exterior or
interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel
distance), Minimum plumbing fixture count.
4. Detailed occupancy -related requirements will be addressed when complete building plans
are submitted.
5. Structure proximity to property lines (and other buildings) will have an impact on the
code requirements for the proposed building, including but not limited to: allowable size,
protected openings and fire -resistive construction. These requirements will be addressed
when complete building and site plans are submitted.
6. Retaining walls (if present) more than four feet high must be designed by a professional
engineer and a building permit must be obtained prior to construction.
Engineering and Water Resources
1. Provide top of wall and bottom of wall elevations for entire retaining wall build, which
includes retaining wall built below grade, i.e. bottom of wall.
2. Salvage existing topsoil and indicate all proposed stockpile location(s) on the plan.
3. Connection to the existing sanitary sewer manhole will require a core drill and
installation of a boot to facilitate a water -tight connection.
4. Appropriate city permits for construction within the public right-of-way shall be obtained
prior to construction. Work within city streets requires a traffic control plan.
5. A preconstruction meeting with Public Works and Engineering shall be scheduled by the
contractor prior to the connection of any public utilities.
6. All call -outs on construction plans that reference a detail shall be updated to incorporate
the sheet the detail is illustrated on and the detail number referenced for construction.
7. Watermain fittings shall be epoxy coated.
8. Hydrant lead pipe shall be C900 PVC.
9. The Contractor shall examine the existing 6-inch gate valve identified to remain. If mild
steel bolts are in -place on the valve or as part of the fittings the bolts shall be changed out
with stainless steel or Cor-Blue bolts.
10. It is the applicant's responsibility to ensure and submit proof that permits are received
from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers,
DNR, MnDOT, Carver County, MCWD, Board of Water and Soil Resources, MPCA,
etc.).
Planning Commission
3300 Tanadoona Drive- Dining Hall
June 18, 2019
Page 14 of 14
Environmental Resources
1. All tree proposed for preservation shall be protected with tree preservation fencing
installed at the dripline or furthest point possible away from the trunk. Fencing shall
remain in place until construction is completed.
2. A walk through of the tree preservation fencing prior to start of construction is required.
Fire
1. Full Fire Alarm and Full Sprinkler system required in the new structure.
2. Hydrant locations are acceptable.
3. No parking Fire Lane signs and yellow curb paint will be needed on both sides of all
roads under 26 feet in width.
4. Parking shall be limited to designated parking spaces.
5. Provide information showing that the gravel roadway can support up to 75,000 pounds.
6. All landscaping, rocks, planters, etc. will need to be kept back away from the roadway to
allow for proper turnaround of emergency apparatus. Additional space shall be provided
along the turnaround lane and entrance to allow for property maneuvering.
Planning
1. The applicant shall enter into a site plan agreement and provide the security required by it
prior to receiving a building permit.
2. The applicant may install directional and wayfinding signage as need for the safe and
efficient navigation of the site, provided it meets the height, size, and location standards
in section 20-1255(2) of the City Code.
ATTACHMENTS
1. Application for Development Review
2. Findings of Fact and Recommendation
3. Public Hearing Notice and Mailing List
4. ERS Memo
5. ENG Memo
6. MCWD Memo
7. Fire Comments
8. Parking Clarification
g:\plan\2019 planning cases19-05 camp tanadcona site plan staff report_camp tanadoona-pc.docz
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of Magney Architecture on behalf of Camp Fire Minnesota for Site Plan approval
for a 10,500 square foot dining hall.
On June 10, 2019, the Chanhassen Planning Commission met at its regularly scheduled meeting
to consider the application of Magney Architecture on behalf of Camp Fire Minnesota for site
plan approval. The Planning Commission conducted a public hearing on the proposed
development preceded by published and mailed notice. The Planning Commission heard
testimony from all interested persons wishing to speak and now makes the following:
FINDINGS OF FACT
1. The property is currently zoned Rural Residential Distract (RR),
2. The property is guided in the Land Use Plan for Public Semi Public.
3. The legal description of the property is:
ALL THAT PART OF GOVT LOT 9 IN SEC 8, AND ALSO ALL PART OF SW IA
NW 1/4 OF SEC 9; ALL LYING NLY OF THE FOLLOWING DESCRIBED: COMM AT
THE SE CORN SW 1/4 NW 1/4 OF SEC 9' TH N69*W 1585.7; TH N86*W 1210' TO THE
SHORE OF LAKE MINNEWASHTA.
And
ALL THAT PART OF SW IA NEI/4 AND SE1/4 NW 1/4 LYING WLY OF THE
CENTERLINE OF STATE TRUNK HIGHWAY NO.41, AS NOW LAID OUT (FORMERLY
TRUNK HIGHWAY NO. 12) EXC THAT PARCEL DESCRIBED AS FOLLOWS: THAT
PART OF SW IA NEIA: COMM AT THE POINT OF INTERSECTION
4. Site Plan Review:
a. Is consistent with the elements and objectives of the city's development guides, including
the comprehensive plan, official road mapping, and other plans that may be adopted;
Finding: The proposed development is in compliance with the elements and objectives
of the city s development guides and facilities the continued use of the property in
accordance with its Public Semi Public designation.
b. Is consistent with site plan division;
Finding: The proposed development complies with the Site Plan review requirements of
the Chanhassen City Code.
c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil
removal and designing grade changes to be in keeping with the general appearance of the
neighboring developed or developing areas;
Finding: The applicant is rebuilding within a wooded/natural area and has proposed a
plan with minimal impact to the surrounding environment. The applicant is adding over a
dozen trees for reforestation within the site and is proposing to reduce the existing
impervious cover.
d. Creates a harmonious relationship of building and open space with natural site features
and with existing and future buildings having a visual relationship to the development;
Finding: The proposed building is part of a comprehensive master plan and is well suited
to site's overall development plan. The building's design and architecture is well suited
to the natural environment that surroundings it.
e. Creates a functional and harmonious design for structures and site features, with special
attention to the following:
1) An internal sense of order for the buildings and use on the site and provision of a
desirable environment for occupants, visitors and general community;
2) The amount and location of open space and landscaping;
3) Materials, textures, colors and details of construction as an expression of the design
concept and the compatibility of the same with adjacent and neighboring structures
and uses; and
4) Vehicular and pedestrian circulation, including walkways, interior drives and parking
in terms of location and number of access points to the public streets, width of
interior drives and access points, general interior circulation, separation of pedestrian
and vehicular traffic and arrangement and amount of parking.
Finding: The proposed building is part of a comprehensive master plan and is well
suited to site's overall development plan. The building's design and architecture is
well suited to the natural environment that surroundings it. The proposed interior
circulation, subject to compliance with the conditions of approval, will provide for
the safe and efficient circulation of vehicles and pedestrians within the site.
f. Protects adjacent and neighboring properties through reasonable provision for surface
water drainage, sound and sight buffers, preservation of views, light and air and those
aspects of design not adequately covered by other regulations which may have
substantial effects on neighboring land uses.
Finding: The proposed development protects adjacent and neighboring properties
through reasonable provision for surface water drainage, sound and sight buffers,
preservation of views, light and air and traffic circulation.
5. The planning report #2019-05, dated June 10, 2019 prepared MacKenzie Young -Walters, et
al, is incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the Site Plan for
Camp Tanadoona subject to the recommended conditions of approval contained within the staff
report.
ADOPTED by the Chanhassen Planning Commission this 10's day of June 2019.
CHANHASSEN PLANNING COMMISSION
M
Steve Weick, Chairman
COMMUNITY DEVELOPMENT DEPARTMENT CITY OF
Planning Division - 7700 Market Boulevard
Mailing Address - P.O. Box 147. Chanhassen, MN 55317
MS
Phone: (952) 227-1300 / Fax: (952) 227-1110 MAY 17
2019
APPLICATION FOR DEVELOPMENT REVIEW
Submittal Date•c- -a I f -1 I 19 PC Date �d / I (9 CC Date -, 19 50-Day Re, e, ^v?•e �I I ' !� :0, fl['pi
Section 1: Application Type (check all that apply)
(Refer to the appropnate Application Checklist for required submittal in(ocmabon that must accompany this application)
❑
Comprehensive Plan Amendment.. ........ .. -
$600
❑ Minor MUSA line for failing on -site sewers.. ..
$100
❑
Conditional Use Permit (CUP)
❑ Single -Family Residence................................$325
❑ All Others. ........................................................
$425
❑
Interim Use Permit (IUP)
❑ In conjunction with Single -Family Residence..
$325
❑ All Others._......................................................$425
❑
Rezoning (REZ)
❑ Planned Unit Development (PUD)..................$750
❑ Minor Amendment to existing PUD.................
$100
❑ All Others.........................................................
$500
❑
Sign Plan Review ...................................................
$150
FvJ
Site Plan Review (SPR)
❑ Administrative..................................................$100
0 Commercial/Industrial Districts'......................$500
Plus S10 per 1,000 square feet of building area:
( 10 thousand square feet)
-Include number of existin employees
Include number of new employees.
❑ Residential Districts ............ .......... I ................
..$500
Plus $5 per dwelling unit (_ units)
Q Notification Sign (City to install and remove).....
❑ Subdivision (SUB)
❑ Create 3 lots or less .......... ... ...........................
$300
❑ Create over 3 lots ..... .... ...... ........ $600 + $15
per lot
lots)
❑ Metes & Bounds(2lots)..................................$300
❑ Consolidate Lots. ........................... ......
_1150
❑ Lot Line Adjustment.. ...................... ............
... $150
❑ Final Plat..........................................................$700
(Includes $450 escrow for attorney costs)'
'Addiowal escrow may be required for other applications
through the development contract.
❑
Vacation of Easements/Right-of-way (VAC)........
$300
(Additional recording fees may apply)
❑
Variance (VAR) ....................................................
$200
❑
Welland Alteration Permit (WAP)
❑ Single -Family Residence ...............................
$150
❑ All Others .......................................................
$275
❑
Zoning Appeal ......................................................
$100
❑
Zoning Ordinance Amendment (ZOA).................
$500
NOTE- When multiple applications are processed concurrently
the appropriate fee shall be charged for each application.
$200
❑ Property Owners' List within 500' (City to generate after pre -application meeung)...................... ...... ..................... $3 per address
( 38 addresses)
Fv� Escrow for Recording Documents (check all that apply)...................................................................... $50 per document
❑ Conditional Use Permit ❑ Interim Use Permit 21 Site Plan Agreement
❑ Vacation ❑ Variance ❑ Wetland Alteration Permit
❑ Metes 8 Bounds Subdivision (3 dots.) ❑ Easements( easements) ❑ Deeds $964 00
TOTAL FEE: _
Section 2: Required Information
Description of Proposal Demolition of exsiting Dining Hall, construction of new Dining hall in exsiting location.
Connection to city water and sewer, developemnt of access road and drop off.
Property Address or Location:
Parcel # 250083200
3300 Tanadoona Drive, Excelsior, MN 55331
AeeW W,ar;iv� emsece.anaaso ar u..dswii.rwv,r.ar«9.rrytro �vder rasow.rg nasoroau
Legal Description: m 11meSEcamsWtr<rav,%aaf.77Hr 91 IWTTNNe6Wt1,ProMestoe�etesinewar
Total Acreage: 62.10 Wetlands Present? 0 Yes ❑ No
Present Zoning Rural Residential District (RR) 0 Requested Zoning: Rural Residential District (RR) El
Present Land Use Designation. Public/Semi-Public Q Requested Land Use Designation: Public/Semi-Public 0
Existing Use of Property: Camp
❑Check box if separate narrative is attached.
APPLICANT OTHER THAN PROPERTY OWNER: In signing this application. I, as applicant, represent to have obtained
authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to
the right to object at the hearings on the application or during the appeal period. If this application has not been signed by
the property owner, I have attached separate documentation of full legal capacity to file the application. This application
should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this
appBcation. I will keep myself informed of the deadlines for submission of material and the progress of this application. I
further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to
any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct.
Name. Tammy Magney. AIA Magney Architecture
Address. 540 Lake Street
Contact: Tammy Magney
_ Phone: (612)701-7117
City/Slate/Zip: Excelsior MN 55331 Cell: (61 2)701-7117
Email: tmagney@mchsi.com Fax
Signal A. Date: 5/16/19
PROPERTY OWNER: In ning this application. I, as property owner, have full legal capacity to, and hereby do,
authorize the riling of this application. I understand that conditions of approval are binding and agree to be bound by those
conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of
the deadlines for submission of material and the progress of this application. I further understand that additional fees may
be charged for consulting fees, feasibility studies, etcwith an estimate prior to any authorization to proceed with the
study I certify that the information and exhibits submitted are true and cored.
Name Camp Fire Minnesota Contact. Mamie Wells, CEO
Address: 4829 Minnetonka Blvd Unit 202 Phone. (612) 284-6816
City/State/Zip: St t�pU`Park, MN 55416 Cell (612) 242.0141
Email: m iew@camp amn _cggt Fax
Signature. J Date 5M6/20
A determination of completeness of the application shall be made within 15 business days of application submittal A
written notice Of application deficiencies shall be mailed to the applicant within 15 business days of application.
rKVJt(.I LNGINEER (d applicable)
Name Carlson McCain Engineers
Contact
Joe Radadl, PE
Address 15650 36th Ave N.
Phone.
(763)489-7912
City/State/Zip: Plymouth, MN 55446
CeICell,612
( ) 7 30.2265
Email. Iradach@cadsonmccain.com
Fax
Who should receive copies of staff reports?
'Other Contact Information.
0 Property Owner Via: Email ❑ Mailed Paper Copy
Name:
❑• Applicant Via. ❑+ Email ❑ Mailed Paper Copy
Address:
0 Engineer Via. Email ❑ Mailed Paper Copy
City!StaterZip
❑ Other- Via ❑ Email ❑ Mailed Paper Copy
Email
INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then sele-t
device -- - - - '.
co save a copy to your
and deliver to city along with required documents and payment.
copy to the city for processing
- _ - +A to send a digital
SAVE FORM
PRINT FORM
SUBMIT FORM
TO: MacKenzie Walters, Planner II
FROM: Jill Sinclair, Environmental Resources Specialist
DATE: June 18, 2019
SUBJ: Camp Tanadoona dining hall, Landscaping and Tree Preservation
The applicant is rebuilding within a wooded area and is proposing to preserve trees in
conjunction with the development of the site. To do so successfully, the applicant will need to
provide tree protection fencing around all trees shown to be preserved within and at the edge of
grading limits. The fencing shall be located at the dripline or furthest point possible from the
trunk of the tree. All protection fencing shall remain in place until construction is complete.
The applicant has provided satisfactory foundation plantings around the building and is adding
over a dozen trees for reforestation.
Recommendations:
1. All tree proposed for preservation shall be protected with tree preservation fencing
installed at the dripline or furthest point possible away from the trunk- Fencing shall
remain in place until construction is completed.
2. A walk through of the tree preservation fencing prior to start of construction is required.
CITY OF C HANHASSE N
Chanhassen is Comm unilyforLife -ProvidingforTodayand Planning forTomorrow
Memorandum
To: MacKenzie Young -Walters, Associate Planner
From: George Bender, PE, Assistant City Engineer
CC: Jason Wedel, PE, Public Works Director/City Engineer
Erik Henricksen, Project Engineer
Renae Clark, Water Resources Coordinator
Kevin Crooks, Utility Superintendent
Jill Sinclair, Environmental Resources Specialist
Don Nutter, Fire Marshall
Date: 61712019
Re: Camp Fire Site Plan Review — City Planning Case No. 2019-05
ACCESS
The camp access is along Tanadoona Dr and the plan proposes to continue to utilize the existing
driveway connection to the street. Some parking improvements are proposed along the access
drive to the new dining facility but the majority of the event parking is contained within a grassy
area north of the access. The staff parking along the access drive is indicated to have a stall
depth of 20-feet. This depth meets the minimum requirements within the City Code but it is
recommended the client consider a 2-foot deeper stall to facilitate parking of longer vehicles and
passenger trucks. The concern being that if vehicles protrude into or are close enough to impact
the flow of traffic through the drive lane. A minimal buffer between the ends of the parked
vehicles and the drive lane would assist with the natural flow of traffic and increase safety.
People unloading camping necessities from the back of their vehicles would have additional
space. It is assumed that no striping will be provided in the proposed parking stalls along the
access drive due to the gravel surfacing. The Fire Marshall should comment on the proposed
widths of the access lane to facilitate emergency vehicle access and set-up.
PH952.227.1100• www.d.Chanhasaen.mn.us• FX952.227.1110
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
CITY OF C HANHASSE X
Chanhassen is a Community for Life- Providing forToday and PlanningforTomorrow
GRADING AND DRAINAGE
The applicant is proposing to grade the site with a rural section design. The access drive is
proposed to be a graveled surface in order to access the camp and the dining hall facility. Curb
and gutter is not designed to assist in the control of drainage off of the internal roadways.
Drainage across the proposed site generally follows a north -to -south pattern with water flowing
across the site and towards Tanadoona Dr.
The applicant is proposing a short retaining wall that is approximately 25-foot long near the
dining hall. While the top of wall and bottom of wall elevations provided are less than 4', the
bottom wall elevation may be indicated at -grade rather than the true bottom of the wall. Bottom
wall elevations of the entire wall section, or below grade, shall be provided. If the wall exceeds
4' in total height, the wall shall be designed by a registered engineer, and plans shall be
submitted for review.
EROSION CONTROL
The proposed development will exceed one (1) acre of disturbance and will, therefore, 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). All erosion control shall be installed and inspected prior to initiation of
site grading activities.
The plans include a proposed Storm Water Pollution Prevention Plan (SWPPP).
The proposed redevelopment will need to be permitted by the Minnehaha Creek Watershed
District (MCWD).
STORMWATER MANAGEMENT
Article VII, Chapter 19 of City Code describes the required storm water management
development standards for site plans. The proposed project is reducing the area of impervious
surface by 359 S.F. and therefore peak discharge rates from the site will not increase and a
hydrologic analysis is not required
UTILITIES
PH952.227.1100• www.d.Chanhaummn.us• FX952.227.UIO
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
CITY OF C HANHASSE N
Chanhassen is Community for Iife-ProvidingforTodayand PlanningforTomorrow
The plan proposed to serve the dining hall from in -place public utilities under Tanadoona Drive.
Currently, drinking water is provided to the site by an existing private well. The plans propose
to connect the site to city water. The site is currently utilizes a connection to the city's sanitary
sewer system that is approximately 100-feet west of the existing access to Tanadoona Dr.
The plan proposes to extend sanitary sewer west from the manhole north of the existing
connection to city sanitary sewer. An 8-inch PVC main is proposed to connect to the dining hall.
The connection to the existing manhole on the site shall be core -drilled and booted in order to
facilitate a watertight connection. An existing forcemain pumps sanitary sewage to the existing
manhole. The plans propose to eliminate this connection and re-route the forcemain to a new
manhole further to the west. The connection at the existing manhole shall be abandoned by a
water -tight means.
The plan proposed a connection to the city water system near the existing sewer connection. The
plan proposes to connect to an existing 6-inch DIP hydrant lead and extend an 8-inch PVC
watermain into the site to serve the dining hall and future construction. The plan also proposed
an alternate connection to the city water system to provide a looped system and an alternative
source if there is a need for maintenance to the piping system. It is assumed the alternate
connection will be bid as a separate item and the owner will determine if the work fits into the
project budget. Engineering recommends the designer re -consider the main water connection
design. There will likely be an increase in head -loss in regards to water flow and pressure for the
service to the site by leaving in a 6-inch connection to the city watermain and then increasing to
8-inch pipe to service the site. The 6-inch pipe connection is approximately 15' long and the
headloss amount would be expected to be small but it should be recognized and calculated. The
site is within the City's high water pressure zone which may allow the design to be reasonable.
The 6-inch gate valve should be examined for corrosion and stainless steel bolts when excavated.
If mild steel bolts are found it is recommended the bolts on the existing valve and fittings be
replaced. The existing 6-inch connection to the watermain is DIP. It is recommended an anode
bag and pipe clamp be added to this ductile iron pipe stub if it is left in place. C900 pipe is
required per City standards for all hydrant leads and all bends shall be epoxy coated in order to
resist corrosion. Appropriate traffic control will be required for any work within the public right-
of-way.
Engineering
1. Provide top of wall and bottom of wall elevations for entire retaining wall build, which
includes retaining wall built below grade, i.e. bottom of wall.
2. Salvage existing topsoil and indicate all proposed stockpile location(s) on the plan.
PH 952.227.1100 • www.d.chanhauen.mn.us • FX952.227.ulo
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
CITY OF C HANHASSE N
Chanhassen is a Comm unity for l.ife- Providing forTodayand Planning forTomorrow
3. Connection to the existing sanitary sewer manhole will require a core drill and
installation of a boot to facilitate a water -tight connection.
4. Appropriate city permits for construction within the public right-of-way shall be obtained
prior to construction. Work within city streets requires a traffic control plan.
5. A preconstruction meeting with Public Works and Engineering shall be scheduled by the
contractor prior to the connection of any public utilities.
6. All call -outs on construction plans that reference a detail shall be updated to incorporate
the sheet the detail is illustrated on and the detail number referenced for construction.
7. Watermain fittings shall be epoxy coated.
8. Hydrant lead pipe shall be C900 PVC.
9. Require Contractor to example the existing 6-inch gate valve identified to remain. If
mild steel bolts are in -place on the valve or as part of the fittings the bolts shall be
changed out with stainless steel or Cor-Blue bolts.
10. It is the applicant's responsibility to ensure and submit proof that permits are received
from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers,
DNR, MnDOT, Carver County, MCWD, Board of Water and Soil Resources, MPCA,
etc.).
PH952.227.1100. www.d.chinhanwAln.us- FX952.227.UlO
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
MINNEHAHA CREEK
QUALITY OF WATER
June 6th, 2019
MacKenzie Walters
Community Development Department
City of Chanhassen
WATERSHED DISTRICT
QUALITY OF LIFE
RE: Agency Review Request, Land Development Proposal: 3300 Tanadoona Drive
• This project triggers MCWD's erosion control and stormwater management rules.
o This project is occurring on a site greater than 5 acres with a less than 40% site
disturbance and a 0-9% reduction in impervious surface. Within our stormwater
management rules, this category of site is required to incorporate BMPs into their design.
The initial site plan for the dining hall rebuild reduces impervious surface by 0.09% and contends
that this reduction constitutes as 'better site design' and therefore their BMP and that they are
exempt from incorporating additional BMPs. This interpretation stems from a portion of our rules
which states "BMPs addressing the potential water resource impacts associated with the proposed
activity must be incorporated to limit creation of impervious surface, maintain or enhance on -site
infiltration and peak flow control and limit pollutant generation on and discharge from the site.
BMPs may include site design, structural and non-structural practices." [Section 3(d) of our
Stormwater Management Rules]
• MCWD maintains that they need to incorporate a BMP into their site and that 'better site design'
is not able to constitute the BMP. Section 3(d) does have site design and non-structural BMPs
listen in order to align with the definitions in the MN stormwater manual, however, Staff require
that a structural BMP be incorporated into the plans to fulfill the intent of the rule.
It is Staff s interpretation of the Stormwater Management Rule that a better site resulting in 10%
of a reduction in impervious surface would constitute as a non-structural BMP and would be
exempt from Stormwater Management rule requirements. If a site with a reduction in impervious
surface falls into the 0-9% range, they are required to incorporate a structural BMP. Site design
that reduces impervious by this amount cannot count as the BMP because it's the 0-9% reduction
range that sets the parameter for requiring the BMP.
They are not required to incorporate a BMP that has a specific treatment scope or capture amount.
MCWD staff recommend that they incorporate an above ground bioretention basin such as a rain
garden. This could also provide an important educational opportunity for campers to learn about a
tangible and specific aspect of environmental stewardship beyond the usual "reduce, reuse,
recycle" and facilitate discussions on the purpose of stormwater capture as well as native
vegetation and habitat for pollinators.
We collaborate with public and private partners to protect and improve land and water for current and future generations.
15320 Minnetonka Boulevard, Minnetonka, MN SS345 • (952) 471-0590 • Fax: (9S2) 471-0682 • www.minnehahacreek.org
The following notes from my review of the Camp Tanadoona submittal:
• Full Fire Alarm and Full Sprinkler system required in the new structure.
• Hydrant locations are acceptable.
• No parking Fire Lane signs and yellow curb paint will be needed on both sides of all roads under
26 feet in width, which looks to be all roads on the plan. Parking only in designated parking
spaces.
• The gravel roadway will need to support up to 75,000lbs for fire apparatus. Information will
need to be provided to show this road structure will be sufficient.
• All landscaping, rocks, planters, etc will need to be kept back away from the roadway to allow
for proper turnaround of emergency apparatus. The turn around lane is 12 feet in width, will
need more room on each side as well as the entrance to allow for proper maneuvering.
r
C
■st's
F
Ci
Don Nutter
Fire Marshal
CITY OF CHANHASSEN
PH. 952.227-1151
MB.612.268.8515
FX. 952.227.1190
www.ci.chanhassen.mn.us
Hi MacKenzie,
Please see below, 1 hope this is helpful and not too much information.
I ) Staff levels summer/winter
Summer staff — 15-20 total , daily staff (34 cars) - Most staff are choosing to live on site whether they work
day camp or overnight camp. There are just a few commuters.
Parking for overnight staff is in the maintenance area which holds 15 cars, or along the curved drive which
holds 17 cars
Directors house, 2 adults, 2 cars - parking holds 34 cars if needed for overflow
Fall Winter Spring - 5-10 Staff including director and maintenance staff who parks at the directors house and
maintenance building. The Rest will park in curved parking along the new drive
2) How campers/groups typically arrive
Day camp 120 - 130 campers daily
Day campers arrive daily by parent drop off/pick up loop, they arrive between the hours of 7:15 (early drop)
regular drop off 7:45 to 8:30AM
Day camp drop off holds 18 cars for quick drop off and pick up, staff escort kids to and from cars and keep
drop off line moving. Lines rarely form.
Overnight camp 100 - 110 get dropped off on Sunday night and picked up Friday night.
Drop off - Parents are directed to park in the open field and escort their kids to their cabins.
Pick up - Parents use the drop off/Pick up loop
3) How event parking works —
Weekly end of the week celebration
Parent parking needs to be for approximately 200 - 225 cars they all fit in the open field area, the drop off
loop and, visitor area and the inside drop of island
Staff stays parked along the curved drive and in the maintenance area
Fall and winter activities generally are for 25 - 150 students who arrive by bus and are dropped off at the
loop. 2 - 6 Visiting parent chaperones will park in visitor area or ride the buses
Staff will park along the curved drive
Weddings in the fall will be maximum 200 guests with up to 100 cars. They will first fill the drop off parking
(18), visitor parking( 7), curved road parking(17) then the field (200+)
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
) ss.
COUNTY OF CARVER )
I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on
June 6, 2019, the duly qualified and acting Deputy Clerk ofthe City of Chanhassen, Minnesota;
that on said date she caused to be mailed a copy of the attached notice of Public Hearing for
Site Plan Review for Demolition and Reconstruction of then Dining Hall at Camp
Tanadoona, Planning Case 2019-05 to the persons named on attached Exhibit "A", by
enclosing a copy of said notice in an envelope addressed to such owner, and depositing the
envelopes addressed to all such owners in the United States mail with postage fully prepaid
thereon; that the names and addresses of such owners were those appearing as such by the
records of the County Treasurer, Carver County, Minnesota, and by other appropriate records.
ef
►�
Kim T euwissen, De
Subscribed and sworn to before me
thisjjj!'dayof•1_Iflf "2019.
irk if, W 1
ANNE KATHRYN LUNDELL
Notary Pub1la M"Ma
ly ca.nYYen umhu r� at.
This map is neither a legally recorded map nor a survey and is not intended to be used
as one. This map is a compilation of records, information and data located in various pry,
county, state and federal offices and other sources regarding the area shown, and is to
be used for reference purposes only. The City does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and the City does
not represent that the GIS Dale can be used for navigational, tracking or any other
Purpose requiring exacting measurement of distance of direction or precision in the
depiction of geographic features. The preceding disclaimer is provided pursuant to
Minnesota Stables §466.03, Suod. 21 (2000). and the user of this map acknowledges
that the City shall not be liable for any damages, and expressly waives all claims, and
agrees to defend, indemnify. and hold harmless the City from any and all claims brought
by User, Its employees or agents, or third parties which arise out of the useYs access or
use of data provided.
This map is neither a legally recorded map nor a survey and is not intended to be used
as one. This map is a compilation of records, information and data located in various city,
county, state and federal offices and other sources regarding the area shown, and is to
be used for reference purposes only. The City does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and the City does
not represent that the GIS Data can be used for navigational, hacking or any other
Purpose requiring exacting measurement of distance or direction or precision in the
depiction of geographic features. The preceding disclaimer is provided pursuant to
Minnesota Statutes §466.03. Subd. 21 (2000), and the user of this map acknowledges
that the City shall no be liable for any damages, and expressly waives all claims, and
agrees to defend, indemnify, and hdtl harmless the City from any and all claims brought
by User, its employees w agents, or third parties which arse out of the users access or
use of data provided.
«TAX NAME»
eTAX_ADD_L1»
oTAX_ADD_L2»,eTAX_ADD_L3»
«Next Record»f<TAX_NAMEa
4fTAX ADD LU
aTAX_ADD_L2»,aTAX_ADD_L3»
Notice of Public Hearing
Oanhasiset Plus - Commission Meeting
Notice of Public Hearing
Chanhassen Planning Commission Meeting
Deb tTlnne I Tuesday, .kne la, 2019 at TOO pm. itt mains am are
to consmr a Jet rrah mewew 7 ualulw� M •A r...ee.m
dining hap and reconstruction of a rhaw 10,500 94 fL ding
PropoeW: hall n the existing location and conned to city water and
sewer, development of an access mad and drop off. Zoned
Magney ArdMec4ue I Camp Fie Mariesote
Pnapely 3300 Tanadoona Dine, Excelsior
The purpose of this public hearing is to inform YOU &DOUR TO
applicenCs request and In obtain input from the neighborhood
about this project. Dunchg the meeting, the Chair wl lead to
What Happens public herring through the following steps:
at the l`>eebnW t Staff will give w overview of the proposed proled.
2 The applicem will present plans on the Project-
3 Comments are received from the public.
A Public hearing is dosed and the Commission discusses
Questions &
Cornmehhls:
If you wart b see fire plaits belors we meeag, lamas. van
the Citys projects web page g
hnetnwli.rihahlea�tneY6/2019-05. If you wish b talk b
someahe about the project, please contact MacKenzie
Young -Wafters b/ emal at mwatters(e� d chanhassen.mn.us a
4e phone at 952-227-1132. t YOU dhooae to submt written
comments, I a helpful b have One Copy b the department in
advance of the meeting. Staff will provide copies to the
Commission. The staff report for this tam will be available
online ah the project web site listed above the Thursday
-pnor to the Planning Commission meeting.
In rip to receive email and/or text notifications when meeting apades,
mixRee and videos m uploaded lo the City's Nebste. Go to
seeAtrb cbi.a ue oeerw.w i rib nMw atrtre ti sbrn ra hrr.e I1eltb avlF
oaaw.r. M rafter s oa nwaw twee eorw Iteeev erw M1 teeth (wabb. 4
ores Ree r VrPb eYb !m br dh ewel r b m itttd M M1 elt\e\n e'Ae0 e^I eebew! PY e
Irr,1 O re M1 nrb4
stir Vews a rtyl m ee bgeR iGro{T er batln r wiert eemtrm N a nm.eweeue Tr meb w
bIi1Y W byia M /e fYe1V fmnYbw nbrY bI W die a wFY ebNr dM �9 � be a nmmbrb
lie tin M b tpbt tr R ptic b bert etree h Pgvtl b e pn dM1 liwep Pow file temebhT M tr rb
PaeM1reb ee tow M1 rn N ire a temmsddet n to W (beM1 Te W Coed Sol Sole rm a ^eQ/
r dtb A' (bNWed eQt t®iP beer `e r�irMbb tin �YYYbe a r�Vb ^�V"e4
aeesY nw B Vm nWr r e b b P� Mlii W 4e v1r Ie 1 ewrr� sM
8T! ee b /ee wRbr/ r.b.'!Y Mel Me b mrdbe MNYa Mreb FPdt
p® reW 0Y' �. /b rbeH dPb^ee 4'bY Y �e N rW V b fie W Wed �b
r,errmnwa setrcbwrPreeeue ebmeir bPW\emilbM1ab Obi bwll w b
� ✓n ee reymlml nYeM1O rd �°M1 8YI e b war b wIw eb PreC ew nM Iwb\C
\.mP!.e eb VY�e+iy Cbinien IdY «peel �IG M1 Q' Wb! ra rt1 YnY w ebl N W m�]eeu
r .e.� b60aeLL raeYlbbwa obeeb lob bnrr ire pal
Tueeder• ju ne 1& 2019 at 7:00 pm Thishrrao Me, m Sort hit
Dab & Tam
air h h wait deoadhb ro b ads a d So aNb
o - to
qv Flat c4tm Chain 770D Market UM
To Consider a Site Plan Review for de WAM of the existing
dining hall and raCo milt dlon of a new 10,500 sq. ft. dining
Proposal:
hall in the existing location ad connect to city water and
sewer, development of an access road and drop off. Zoned
fLsu Residential District
So,
Magnet' Architecture /Carp Fie Minnesde
Prgmw 3300 Tanadoona Drive, Excelsior
La011oW A bobon map Is w de none side of this naliha
The purpose Of this public heating s to lrlfanrfl you about tha
applicant's request and to obtain input from the neighborhood
abort this project. Dung the meeting, the Chair will lead the
public hearing through the following steps:
Not t Staff MR give an overview of the proposed proje
t
at thect. 2 The applicant will present plans on the project-
3 Comments are received from the public-
4 Public hearing s dosed and the Commission CISCLAGMS
the oruloct. _
tyar want b see the plans before the meeting, please visit
there CilyS projects web page at
JnMe+ShMbM h Mnus/2019-M. ff you wish to talk to
someone about this project, please contact MacKenzie
Yung -Wafters by email at ,,fters& ci duanha_5Cn inn the ar
Questions & by phone at 952-227-1132. t you choose to submit written
Comhrhents. comments, p s helpful to have one copy lo the department in
advance of the meeting. Staff will provide copies to the
Commission. Tile staff repot for this tam will be available
online on the project web site listed above the Thursday
orior to the Planninha Commission meetinha. _
NEW. sign tq IDreceive email andfo text notifications when meeting agendas,
packets, minutes and videos are uploaded to the drys webste. Cfl to
www.d.dhaobassenh.mn.us/rhotrNme b sian hit -
cq RW— eeue.�
aen.\tra oee..e w o.+oww >i rib wr Wmr r ere hr wr we\... amso
W„Pr.tre ors wwr..r .e Ws wwreblt bus • let reeeb err M1 ore+& cb.r\rtr• W
&antis ebrrPwb rrt�MrM1 bt}e ✓•lob YaetrM1b<�n.ro bwewe Pe'e
Ynitl b eYb be ebr6
. ar Vbra a !per m M1 epee bbs'>a ti ire. r o.tie nrm+em N. embweree ll� lye\ w
nor\ 4 t9a M re IMV CunYlm es\¢ rr M re a wEr ee..be db let ne a Ismew�sbe
Te rtn r Y 4bN b M1 Pit b bolt abet M1 P4°•r s ewl rM1 Me Vna� lib Oaeelb. V df ee
RMC Iwaa N BCr K tin IE ire t bmmse\en b fe �Oaed
rei/ ar rW tb {beep CamiblmY tvmbrb� M1me'P m1> � lee a ebGb ^brie/
s d M1 ksr Wm ewP tmlP tin rd �r bwrwr win wle.er b m�.wrr
_
• weep neb 9eeY SN w bpe0 r bWbb b b PeaeL wbb ®� Jeee1 M1 bb�Ytr � �� M1
Lib bd�aw N b NY � Ilq' ee Mel nb/e b aNw. M Tot rreV
Pew rvtl eb4 ew re fMY �eA nJbrV \ rbb Ie NYeY b N k;' CWd neeYY
b Imeyd b Peel a mY14 to 4'. Obi bMVee se tlmepeC b
' eM
nwl�le� p�br 9r a ✓o eeebb b ewb, ee peF ew A brebl Vemlb
• aow se rbda Weeblm 1tY M1 Par Iseo M1 4 Wed r. r rut. w ehn N bb�w
bPyb rbd�nrbMer FblynlbM1 (]y WeLL IplerbMeaNY bYeYYJnblysl
mete b IMb 81I rot nob! m M1
PN TAK_NAME
TAX ADD_U
TNR_ADD_L2
TA)LADD_L3
SNAPS
250092500 THOMAS L&JODI LDYVIG
13418 EXCELSIOR BLVD
MINNETONKA
MN 55345/910
7250 HAZELTINE BLVD
254530210 NICHOLAS HSTIWNGS
2670 LONGACRES 6l
CHANHASSEN
MN 55317
2670 LONGACRES DR
25453OD50 AMES WIUJAMSON
2701 LONGACRES DR
CHANHASSEN
MI 55317
2701 LONGACRES OR
25453030D SAMANTHA SUZANNE SCHMIDT
2710 LONGACRES OR
CHANHASSEN
MN 55317
2710 LONGACRES DR
254530050 ASHLEY R VILLEU.A
27U LONGACRES DIL
CHANHASSEN
MN 55317
2711 LONGACRES O
2M530040 YO YEOL PARK
2715 LONGACRES M
CHANHASSEN
MN 55317
2715 LONGACRES DR
254530010 JOHN T & VICTORIA RILEY
2717 LONGACRES DR
CHANHASSEN
ML 55317
2717 LONGACRES OR
254530020 ALLISOB M WALSH
2719 LONGACRES DI
CHANHASSEN
WIN 55317
2719 LONGACRES DR
254530030 MICHAEL CCAMNETAR
2721 LONGACRES DR
CHANHASSEN
MN 55317
2721 LONGACRES DR
252160020 JAMES P UMN
2735 CHES MAR FARM RD
EXCELSIOR
MN 553314041
2735 CHES MAR FARM RD
25OS70050 WESTWOOD COMMUNITY CHURCH
3121 WESTWOOD OR
EXCELSIOR
W 55331-SD44
3121 WESTWOOD OR
2SO092700 GRETCHEN LF STARXS
3301 TANADOONA OR
EXCELSIOR
NIN 553314M
3241 TANADOONA DR
250083330 PETERSON REVOCABLE TRUST
3301 TANADOONA DR
EXCELSIOR
MN 553318048
3301 TANADDONA DR
2SO093000 HERITAGE DEVELOPMENT OF MN W
422 EAST COUNTY ROAD D
ST PAUL
MI 55117-1218
250D92600 MINNESOTA CAMP FIRE FOUNDATION
4828 MINNETONKA BLVDK 202
5T LOUIS PARK
MN 55416
will
250083200 MINNESOTA CAMP FIRE FOUNDATION
4828 MINNETONKA BLVDK 202
ST LOUS PARK
MN 55416
3300 TANAOOONA OR
250091000 CARVER COUNTY
SM 4TH STE
CHASKA
MN SS318-2102
252160010 CALVIN T FAGLEY
7240 HAZELTINE BLVD
EXCELSIOR
MN 55331-80%
7140 HAZELTINE BLVD
Z52160030 JAMES G WAYNE JR
720D HAZELTINE BLVD
EXCELSIOR
MV 55331-8035
720D HAZELTINE BLVD
253360441 DAVID 1 & STEPHANIE LSEWARD
7205 HAZELTINE BLVD
EXCELSIOR
M4 5533141036
7205 HAZELTINE BLVD
254530300 CESAR N DOMINGUEZ
72SO HILLSDALE CT
CHANHASSEN
MN 55317
7250 HILLSDALE CT
254530310 MR AD SHAIA81
7260 HILLSDALE Cr
CHANHASSEN
MN 55317
7260 HILLSDALE CT
Z5453029D ANDREWI PAUTZ
7265 HILLSDALE CT
CHANHASSEN
MN SS317
7265 HILLSDALE Cr
254530240 DABS & WENDY LSPILLUM
7270 HILLSDALE CT
CHANHASSEN
NIN 55317
7270 HILLSDALE CT
Z54530280 ERICK & KELLY J DETTMER
7275 HILLSDALE CF
CHANHASSEN
MI 55317
7275 HILLSDALE CT
2545302M ANDREA F FLOREK
7298 HILLSDALE CT
CHANHASSEN
NIN 55317
7298 HILLSDALE CT
2593SO010 JAMES R WIBERG
7301 DOGWOOD AVE
EXCELSIOR
NIN 55331-8015
7301 DOGWOOD W
2583500M SCOTT A VERGIN
7311 DOGWOOD RD
EXCELSIOR
MN SS331-MIS
7311 DOGWOOD IO
258350030 JUSTIN FAULK
7321 DOGWOOD RD
EXCELSIOR
MN 553318015
7321 DOGWOOD ID
2SM92000 BRUCE A & YVONNE MGESKE
7325 HAZELTINE BLVD
EXCELSIOR
MN 55331-SM
7325 HAZELTINE BLVD
251230030 ASHBAUGH FAMILY TRUST
7329 HAZELTINE BLVD
EXCELSIOR
MN 553318038
7329 HAZELTINE BLVD
259350040 MICHAEL P QUIST
7331 DOGWO00 AVE
EXCELSIOR
BN 55331-8015
7331 DOGWOOD RD
25123W20 GREGORY AARON KUNGELHUTZ
7331 HAZELTINE BLVD
EXCELSIOR
MI 55331-3038
7331 HAZELTINE BLVD
25123MID MARK D BUSS
73M HAZELTINE BLVD
EXCELSIOR
MN 55331-SM
7333 HAZELTINE BLVD
258350050 RICHARD C LUNDELL REV W TRUST
7341 DOGWOOD RD
EXCELSIOR
M4 55331
7341 DOGWOOD RD
259350OW MELANIE L REILLY TRUST AGREEMENT
7401 DOGWOOD RD
EXCELSIOR
M1 55331
7401 DOGWOOD W
250091900 THOMAS J DOLL
PO BON 148
EXCELSIOR
NIN 55331-0148
7264 HILLSDALE CT
254530390 LONGACRES HOMEOWNERS ASSN INC
PO BOX 542
CHANHASSEN
NN SS317
PC_ I
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
) ss.
COUNTY OF CARVER )
I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on
June 6, 2019, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota;
that on said date she caused to be mailed a copy of the attached notice of Public Hearing for
Site Plan Review for Demolition and Reconstruction of then Dining Hall at Camp
Tanadoona, Planning Case 2019415 to the persons named on attached Exhibit "A", by
enclosing a copy of said notice in an envelope addressed to such owner, and depositing the
envelopes addressed to all such owners in the United States mail with postage fully prepaid
thereon; that the names and addresses of such owners were those appearing as such by the
records of the County Treasurer, Carver County, Minnesota, and by other appropriate records.
Kim T euwissen, De
Subscribed and sworn to before me
this AlTday of St A.nP 12019.
RANONE KATHRYN LUNDELLNtary Public -Minnesota
My Cm eft@W EVWM JW 31, 2C21
This map is neither a legally recorded map nor a survey and is not intended to be used
as one. This map is a compilation of records, information and data located in various city,
county, state and federal offices and other sources regarding the area shown, and is to
be used for reference purposes only. The City does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and the City does
not represent that the GIS Data can be used for navigational, tracking or any other
purpose requiring exacting measurement of distance or direction or precision in the
depiction of geographic features. The preceding disclaimer is provided pursuant to
Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges
that the City shall not be liable for any damages, and expressly waives all claims, and
agrees to defend, indemnify, and hold harmless the City from any and all claims brought
by User, its employees or agents, or third parties which arse out of the users access or
use of data provided.
This map is neither a legally recorded map nor a survey and is not intended to be used
as one. This map is a compilation of records, information and data located in various city,
county, stale and federal offices and other sources regarding the area shown, and is to
be used for reference purposes only. The City does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and the City does
not represent that the GIS Data can be used for navigational, tracking or any other
purpose requiring exacting measurement of distance or direction or precision in the
depiction of geographic features. The preceding disclaimer is provided pursuant to
Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges
that the City shall not be liable for any damages, and expressly waives all claims, and
agrees to defend, indemnify, and hold harmless the City from any and all claims brought
by User, its employees or agents, or third parties which arise out of the users access or
use of data provided.
((TAX —NAME))
«TAX_ADD_L1»
aTAX_ADD_L2»,aTAX_ADD_L3»
«Next Record»« TAX_NAME»
«TAX_ADD_L1»
aTAX_ADD_L2»,aTAX_ADD_L3u
Notice of Public Hearing
Chanhassen Planning Commission Meeting
Notice of Public Hearing
Chanhassen Planning Commission Meeting
Date & Time:
Tuesday, June 18, 2019 at 7:00 p.m. This hearing may not start until
later in the evening, depending on the order of the agenda.
Location:
City Hall Council Chambers 7700 Market Blvd.
To consider a Site Plan Review for demolition of the existing
dining hall and reconstruction of a new 10,500 sq. ft. dining
Proposal:
hall in the existing location and connect to city water and
sewer, development of an access road and drop off. Zoned
Rural Residential District (RR).
Propsa PnU wner:
Pro O
Magney Architecture if Camp Fire Minnesota
Property
3300 Tanadoona Drive, Excelsior
Location:
A location map Is on the reverse side of this notice.
The purpose of this public hearing is to inform you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead the
What Happens
public hearing through the following steps:
at the Meeting:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans on the project.
3. Comments are received from the public.
4. Public hearing is closed and the Commission discusses
the project.
If you want to see the plans before the meeting, please visit
the City's projects web page at:
www.ci.chanhassen.mn.us/2019-05. If you wish to talk to
someone about this project, please contact MacKenzie
Questions &
Young -Walters by email at mwalters(cDci.chanhassen.mn.us or
Comments:
by phone at 952-227-1132. If you choose to submit written
comments, it is helpful to have one copy to the department in
advance of the meeting. Staff will provide copies to the
Commission. The staff report for this item will be available
online on the project web site listed above the Thursday
prior to the Planning Commission meeting.
NEWT Sign up to receive email and/or text notifications when meeting agendas,
packets, minutes and videos are uploaded to the city's website. Go to
www.ci.chanhassen.mn.us/notifyme to sign up!
City Review Procedure:
• Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings,
Comprehensive Plan Amendments and Cape Amendments require a public hearing before the Planning Commission. City
ordinances require all property within 50) feet of the subject site to be notifietl of the application in writing Any interested party is
invited to attend the meeting.
• Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are
available by request. At the Planning Commission meeting, staff will give a verbal oversew of the report antl a recommendation.
The dam will be opened for the public to speak about the proposal as a partof the hearing process. The Commission will close the
public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse. affirm or modify
wholly or partly the Planning Commission's recommendation. Rezonings, land use add code amendments take a simple majority
vote of the City Council except rezonings antl land use amendments from residential to commerciallindustrial.
• Minnesota Stale Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard
Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the
process should check with the Planning Department regarding its status and scheduling for the City Council meeting.
• A neighborhood spokespersonimpresentative is encouraged to provide a contact for the city. Often developers are encouraged to
meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s).
• Because the Planning Commission holds the public hearing. the City Council does not. Minutes are taken antl any correspondence
regarding the application will W induced in the report to the City Council, r you wish to have something to be included in the report,
lease contact the Planning Stag person named on the notification
Date & Time:
Tuesday, June 18, 2019 at 7:00 P.M. This hearing may not start until
later in the evening,depending on the order of the agenda.
Location:
City Hall Council Chambers 7700 Market Blvd.
To consider a Site Plan Review for demolition of the existing
dining hall and reconstruction of a new 10,500 sq. ft. dining
Proposal:
hall in the existing location and connect to city water and
sewer, development of an access road and drop off. Zoned
Rural Residential District (RR).
Applicant/ tv Owner: Proa
Magney Architecture / Camp Fire Minnesota
Property
3300 Tanadoona Drive, Excelsior
Location:
A location map Is on the reverse side of this notice.
The purpose of this public hearing is to inform you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead the
public hearing through the following steps:
W
What Happens
1. Staff will give an overview of the proposed project.
at the Meeting:
2, The applicant will present plans on the project.
3. Comments are received from the public.
4. Public hearing is closed and the Commission discusses
the project.
_
If you want to see the plans before the meeting, please visit
the City's projects web page at:
www.ci.chanhassen.mn.us/2019-05. If you wish to talk to
someone about this project, please contact MacKenzie
Young -Walters by email at mwalters(5ci.chanhassen.mmus or
Questions &
by phone at 952-227-1132. If you choose to submit written
Comments:
comments, it is helpful to have one copy to the department in
advance of the meeting. Staff will provide copies to the
Commission. The staff report for this item will be available
online on the project web site listed above the Thursday
prior to the Planning Commission meeting.
NEWT Sign up to receive email and/or text notifications when meeting agendas,
packets, minutes and videos are uploaded to the city's website. Go to
www.cl.chanhassen.mn.us/notifyme to sign u I
City Review Procedure:
• Subdivisions Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings,
Comprehensive Plan Amendments and Cade Amendments require a public hearing before he Planning Commission. City
ordinances require all property within 500 feet of the subject site to be pushed of the application in writing. Any interested party is
invited to attend the meeting.
• Staff prepares a report on the subject application that includes all pertinent information antl a recommendation. These reports are
available by request. At the Planning Commission meeting staff will give a verbal overview of the report and a recommendation.
The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the
public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify
wholly or partly the Planning Commission's recommendation. Rezonings, laid use and code amendments take a simple majority
vole of the City Council except rezonings and land use amendments from residential to commercial/industrial.
• Minnesota State Statute 519 99 requires all applications to be processed within 60 days unless the applicant waives this standard.
Some applications due to their complexity, may take several months to complete. Any person wishing to follow an item through the
process should check with Me Planning Department regarding its status and scheduling for the City Council meeting.
• A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to
meal with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s).
• Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence
regarding the application will be included in the report to the City Council. Ifyou wish to have something to be included in the report,
lease write& the Plannina Staff person named on the noti cii
PIN TAX _NAME
TAX_ADD_L1
TAX -ADD L2
TAX ADD L3
SHAPE
250092500 THOMAS L & JODI L DYVIG
13418 EXCELSIOR BLVD
MINNETONKA
MN 55345-4910
7250 HAZELTINE BLVD
254530210 NICHOLAS H STILLINGS
2670 LONGACRES DR
CHANHASSEN
MN 55317
2670 LONGACRES DR
254530060 JAMES WILLIAMSON
2701 LONGACRES DR
CHANHASSEN
MN 55317
2701 LONGACRES DR
254530200 SAMANTHA SUZANNE SCHMIDT
2710 LONGACRES DR
CHANHASSEN
MN 55317
2710 LONGACRES DR
254530050 ASHLEY R VILLELLA
2711 LONGACRES DR
CHANHASSEN
MN 55317
2711 LONGACRES DR
254530040 YO YEOL PARK
2715 LONGACRES DR
CHANHASSEN
MN 55317
2715 LONGACRES DR
254530010 JOHN T & VICTORIA RILEY
2717 LONGACRES DR
CHANHASSEN
MN 55317
2717 LONGACRES DR
254530020 ALLISON M WALSH
2719 LONGACRES DR
CHANHASSEN
MN 55317
2719 LONGACRES DR
254530030 MICHAEL C CAMNETAR
2721 LONGACRES DR
CHANHASSEN
MN 55317
2721 LONGACRES DR
252160020 JAMES P LINN
2735 CHES MAR FARM RD
EXCELSIOR
MN 55331-8041
2735 CHES MAR FARM RD
2SO570050 WESTWOOD COMMUNITY CHURCH
3121 WESTWOOD DR
EXCELSIOR
MN 55331-8044
3121 WESTWOOD DR
250092700 GRETCHEN L F STARKS
3301 TANADOONA DR
EXCELSIOR
MN 55331-8048
3241 TANADOONA DR
250083330 PETERSON REVOCABLE TRUST
3301 TANADOONA DR
EXCELSIOR
MN 55331-BD48
3301 TANADOONA DR
250093000 HERITAGE DEVELOPMENT OF MN INC
422 EAST COUNTY ROAD D
ST PAUL
MN 55117-1218
250092600 MINNESOTA CAMPFIRE FOUNDATION
4828 MINNETONKA BLVD # 202
ST LOUIS PARK
MN 55416
Null
250083200 MINNESOTA CAMP FIRE FOUNDATION
4828 MINNETONKA BLVD 11202
ST LOUIS PARK
MN 55416
3300 TANADOONA DR
250091000 CARVER COUNTY
602 4TH ST E
CHASKA
MN 55318-2102
252160010 CALVIN T FAGLEY
7140 HAZELTINE BLVD
EXCELSIOR
MN 55331-8056
7140 HAZELTINE BLVD
252160030 JAMES G WAYNE JR
7200 HAZELTINE BLVD
EXCELSIOR
MN 55331-8035
7200 HAZELTINE BLVD
253360441 DAVID 1 & STEPHANIE L SEWARD
7205 HAZELTINE BLVD
EXCELSIOR
MN 55331-8036
7205 HAZELTINE BLVD
254530300 CESAR N DOMINGUEZ
7250 HILLSDALE CT
CHANHASSEN
MN 55317
7250 HILLSDALE CT
254530310 AHMAD SHALABI
7260 HILLSDALE CT
CHANHASSEN
MN 55317
7260 HILLSDALE CT
254530290 ANDREW J PAUTZ
7265 HILLSDALE CT
CHANHASSEN
MN 55317
7265 HILLSDALE CT
254530240 DAN S & WENDY L SPILLUM
7270 HILLSDALE CT
CHANHASSEN
MN 55317
7270 HILLSDALE CT
254530280 ERIC K & KELLY J DETTMER
7275 HILLSDALE CT
CHANHASSEN
MN 55317
7275 HILLSDALE CT
254530230 ANDREA F FLOREK
7298 HILLSDALE CT
CHANHASSEN
MN 55317
7298 HILLSDALE CT
258350010 JAMES R WIBERG
7301 DOGWOOD AVE
EXCELSIOR
MN 55331-8015
7301 DOGWOOD RD
258350020 SCOTTA VERGIN
7311 DOGWOOD RD
EXCELSIOR
MN 55331-8015
7311 DOGWOOD RD
258350030 JUSTIN FAULK
7321 DOGWOOD RD
EXCELSIOR
MN 55331-8015
7321 DOGWOOD RD
250092DDO BRUCE A & YVONNE M GESKE
7325 HAZELTINE BLVD
EXCELSIOR
MN 55331-8038
7325 HAZELTINE BLVD
251230030 ASHBAUGH FAMILY TRUST
7329 HAZELTINE BLVD
EXCELSIOR
MN 55331-8038
7329 HAZELTINE BLVD
258350040 MICHAEL P QUIST
7331 DOGWOOD AVE
EXCELSIOR
MN 55331-8015
7331 DOGWOOD RD
251230020 GREGORY AARON KLINGELHUTZ
7331 HAZELTINE BLVD
EXCELSIOR
MN 55331-8038
7331 HAZELTINE BLVD
251230010 MARK D BLISS
7333 HAZELTINE BLVD
EXCELSIOR
MN 55331-8038
7333 HAZELTINE BLVD
258350050 RICHARD C LUNDELL REV LIV TRUST
7341 DOGWOOD RD
EXCELSIOR
MN 55331
7341 DOGWOOD RD
258350060 MELANIE L REILLY TRUST AGREEMENT
7401 DOGWOOD RD
EXCELSIOR
MN 55331
7401 DOGWOOD RD
25D091900 THOMAS J DOLL
PO BOX 148
EXCELSIOR
MN 55331-0148
7264 HILLSDALE CT
254530390 LONGACRES HOMEOWNERS ASSN INC
PO BOX 542
CHANHASSEN
MN 55317
Affidavit of Publication
Southwest Newspapers
CITY OF CHANHASSEN State of Minnesota)
CARVER & HENNEPIN
CONTIES
NOTICE OF PUBLIC )SS.
HEARING County of Carver )
PLANNING CASE NO. 2019-05
NOTICE IS HEREBY GIVEN
that the Chanhassen Planning
Commission will hold a public Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized
hearing 0n .m.inTuesday, June Council
agent of the publisher of the new known as the Chaska Herald and the Chanhassen Vil-
Cha at 7:00 p.m. in the Council P newspapers
Chambers in Chanhassen City lager and has full knowledge of the facts herein stated as follows:
Hall, 7700 Market Blvd. The
purpose of this hearing is to (A) These newspapers have complied with the requirements constituting qualification as a legal
consider a Site Plan Review for newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as
demolition of the existing dining amended.
hall and reconstruction of a news /
10,5W sq. ft. dining hall in the (B) The printed public notice that is attached to this Affidavit and identified as No. `7
existing location and connect to was published on the date or dates and in the newspaper stated in the attached Notice and said
city n acceser and s wer,
development drop
P Pt S
of an access road and drop Notice is hereby incorporated as part of this Affidavit Said notice was cut from the columns of
off. Zoned Rural Residential the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both
District (RR). Applicant: Magney inclusive, and is hereby acknowledged as being the kind and size of type used in the composition
Architecture, Owner: Camp Fire and publication of the Notice:
Minnesota.
Plans showing the location abedefghijkhnnopgrstuvwxyz
of the proposal is available ,
for public review on the city's web site at1 www.c-05 or at City Han.
ll
mn.us/2019-OS or at City Hall y;
during regular business hours. Laurie A. Hartmann
All interested persons are invited
to attend this public hearing
and express their opinions with
respect to this proposal. Subscribed and sworn before me on
MacKenzie Young -Walters
Email: mwalters®
ci.chanhassen.mn.us
Phone: 952-227-1132 d�, of 12019
(Published in the Chanhassen this
Villager on Thursday, June s, 2019: No. 4744) JYMME JEANNETTE BARK
1 NOTARY PUBLIC - MINNESOTA
MY COMMISSION EXPIRES 01131/23
N lic
RATE INFORMATION
Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch
Maximum rate allowed by law for the above matter ................................. $31.20 per column inch
Rate actually charged for the above matter ............................................... $13.62 per column inch
SCX*9D
CITY OF CHANHASSEN
CARVER & HENNEPIN COUNTIES
NOTICE OF PUBLIC HEARING
PLANNING CASE NO.2019-05
NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a
public hearing on Tuesday, June 18, 2019 at 7:00 p.m. in the Council Chambers in Chanhassen
City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a Site Plan Review for
demolition of the existing dining hall and reconstruction of a new 10,500 sq. ft. dining hall in the
existing location and connect to city water and sewer, development of an access road and drop
off. Zoned Rural Residential District (RR). Applicant: Magney Architecture, Owner: Camp Fire
Minnesota.
Plans showing the location of the proposal is available for public review on the city's web
site at www.ci.chanhassen.mn.us/2019-05 or at City Hall during regular business hours. All
interested persons are invited to attend this public hearing and express their opinions with respect to
this proposal.
MacKenzie Young -Walters
Email: mwaltersAci.chanhassen.mn.us
Phone: 952-227-1132
(Publish in the Chanhassen Villager on June 6, 2019)
g\plan\2019 planning cases\I9-05 camp tanadoona site plan\ph notice to villager_docx
SCANNEE
COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division — 7700 Market Boulevard
OF CNANAASSEN
Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY
Phone: (952) 227-1130 / Fax: (952) 227-1110
AGENCY REVIEW REQUEST
LAND DEVELOPMENT PROPOSAL
Please review and respond no later than the review response deadline
Agency Review Request Date:
Agency Review Response Deadline:
Date Application Filed:
May 22, 2019
June 6, 2019
May 17, 2019
Contact:
Contact Phone:
Contact Email:
MacKenzie Walters
952-227-1132
mwafters@ci.chanhassen.mn.us
Planning Commission Date:
City Council Date:
60-Day Review Period Deadline:
June 18, 2019 at 7:00 p.m.
July 8, 2019 at 7:00 p.m.
July 16, 2019
Application:
Request to demolish existing dining hall and construct a new 10,500 sq. ft. dining hall in the existing location. Conned to
city water and sewer, development of an access road and drop off. Zoned Rural Residential District (RR).
Planning Case: 2019-05 1 Web Page: www.ci.chanhassen.mn.us/2019-05
In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would
appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and
proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites,
street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written
report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and
City Council. Your cooperation and assistance is greatly appreciated.
City Departments: Federal Agencies: Adjacent Cities:
❑ Attorney ❑ Army Corps of Engineers ❑ Chaska
® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie
® Engineer ❑ Jackson Township
® Fire Marshal Watershed Districts: ❑ Minnetonka
® Forester ❑ Shorewood
® Park Director ❑ Carver County WMO ❑ Victoria
® Water Resources ❑ Lower MN River
❑ Law Enforcement ® Minnehaha Creek Adjacent Counties:
❑ Riley -Purgatory -Bluff Creek
❑ Hennepin
Carver County Agencies:
Utilities: ❑ Scott
❑ Community Development
❑ Cable TV — Mediacom
❑ Engineer School Districts:
❑ Environmental Services ❑ Electric — Minnesota Valley
❑ Historical Society ❑ Electric — Xcel Energy ❑ Eastern Carver County 112
❑ Parks ❑ Magellan Pipeline ❑ Minnetonka 276
❑ Soil & Water Conservation District ❑ Natural Gas — CenterPoint Energy
❑ Phone — CenturyLink Other Agencies:
State Agencies: ❑ Hennepin County Regional Railroad
ElBoard of Water & Soil Resources Authority
El❑ MN Landscape Arboretum
Health
❑ Historical Society ❑ SouthWest Transit
❑ Natural Resources -Forestry El TC&W Railroad
® Natural Resources -Hydrology
❑ Pollution Control
® Transportation
�CANNEC
CITY OF CHANHASSEN
P O BOX 147
CHANHASSEN MN 553
05/22/2019 12:47 PM
Receipt No. 00410011
CLERK: AshleyM
PAYEE: Magney Architecture LLC
21195 Radisson Road
Excelsior
Camp Tanadoona Site Plan-- Planning Case 2019-05 MYW
--------------------------------------
Site Plan Review/Commercial/Industrial
Districts
600.00
Sign Rent
200.00
Recording Fees
50.00
GIS List
114.00
Total
964.00
Cash 0.00
Check 5531 964.00
Change 0.00
svww c
CAMP TANADOONA SITE PLAN - PLANNING CASE 2019-05 - MYW
$100.00 Site Plan Review
$500.00 Commercial/industrial Districts
$200.00 Notification Sign
$114.00 Property Owners List (38 addresses x $3 each)
$50.00 Escrow for recording Site Plan Agreement document
$964.00 TOTAL
$964.00 Check 5531 from Magney Architecture LLC
$0.00 BALANCE OWED
sc N1NED
COMMUNITY DEVELOPMENT DEPARTMENT CITY OF COWEN
Planning Division — 7700 Market Boulevard
Mailing Address — P.O. Box 147, Chanhassen, MN 55317
Phone: (952) 227-1300 / Fax: (952) 227-1110 MAY 172019
2019
APPLICATION FOR DEVELOPMENT REVIEW
Submittal Dates I 1 � I 19 PC Date: �/ 1 D I ( `1 CC Date: 19 60-Day Review
Section 1: Application Type (check all that apply)
(Refer to the appropriate Application Checklist for required submittal information that must accompany this application)
❑
Comprehensive Plan Amendment .........................$600
❑
Subdivision (SUB)
❑ Minor MUSA line for failing on -site sewers .....
$100
❑ Create 3 lots or less........................................$300
❑
Conditional
❑ Create over 3 lots .......................$600 + $15 per lot
Use Permit (CUP)
( lots)
❑ Single -Family Residence ................................
$325
❑ Metes & Bounds (2 lots) ..................................
$300
❑ All Others.........................................................
$425
❑ Consolidate Lots..............................................$150
❑❑
Interim Use Permit (IUP)
Lot Line Adjustment.........................................$150
El Final Plat
❑ In conjunction with Single -Family Residence..$325
.............................ttor..........sts).......$700
!Includes
(Includes $450 escrow for attorney costs)'
❑ All Others .........................................................
$425
escrow may be required for other applications
❑
Rezoning (REZ)
through the development contract.
❑ Planned Unit Development (PUD) ..................
$750
❑
Vacation of Easements/Right-of-way (VAC)........
$300
❑ Minor Amendment to existing PUD.................
$100
(Additional recording fees may apply)
❑ All Others.........................................................
$500
❑
Variance (VAR) ....................................................
$200
❑
Sign Plan Review ...................................................
$150
❑
Wetland Alteration Permit (WAP)
❑�
Site Plan Review (SPR)
❑ Single -Family Residence ...............................
$150
❑ Administrative..................................................
$100
❑ All Others.......................................................
$275
Commercial/Industrial Districts' ......................
$500
❑
Zoning Appeal
Plus $10 per 1,000 square feet of building area:
......................................................
$100
( 10 thousand square feet)
Include number of existing employees:
ElZoning
Ordinance Amendment (ZOA).................
$500
Include number of new employees:
El Residential Districts ................................. .....
$500
NOTE: When multiple applications are processed concurrently,
Plus $5 per dwelling unit (_ units)
the
appropriate fee shall be charged for each application.
❑ Notification Sign (City to install and remove)...................................................................................................................... $200
Property Owners' List within 500' (city to generate after pre -application meeting) .................................................. $3 per address
( 38 addresses)
Escrow for Recording Documents (check all that apply)....................................................................... $50 per document
❑ Conditional Use Permit ❑ Interim Use Permit 0 Site Plan Agreement
❑ Vacation ❑ Variance ❑ Wetland Alteration Permit
❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (— easements) ❑ Deeds
TOTAL FEE: $964.00
Section 2: Required Information
Description of Proposal: Demolition of exsiting Dining Hall, construction of new Dining hall in exsiting location.
Connection to city water and sewer, developemnt of access road and drop off.
Property Address or Location:
Parcel #: 250083200
3300 Tanadoona Drive, Excelsior, MN 55331
Legal Description:
NIey1partofgoNlu1 ginsec B,andalso NIpartofSw1/4NW1/40faec B;eRping MYofthefcn w.9Eesrnbedcomma, ,he SEcorn SWIA NW 1/4 of sec g' TH Neg'W 1595.r; TH Nea•W 1210' to the shore of lake Wnrewasl
Total Acreage: 62.10 Wetlands Present? 0 Yes
❑ No
Present Zoning: Rural Residential District (RR) Q Requested Zoning: Rural Residential District (RR)
Present Land Use Designation: Public/Semi-Public El Requested Land Use Designation: Public/Semi-Public
Existing Use of Property: Camp
❑Check box if separate narrative is attached.
`9CANNIW
Section 3: Property Owner and Ap6li'C74-fiffifairmation
APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, 1, as applicant, represent to have obtained
authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to
the right to object at the hearings on the application or during the appeal period. If this application has not been signed by
the property owner, I have attached separate documentation of full legal capacity to file the application. This application
should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this
application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I
further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to
any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct.
Name: Tammy Magney, AIA Magney Architecture Contact: Tammy Magney
Address: 540 Lake Street Phone: (612) 701-7117
City/State/Zip: Excelsior MN 55331 Cell: (612) 701-7117
Email: tmagney@mchsi.com Fax:
Signature: /r Date: 5/16/19
PROPERTY OWNER: In Aning this application, 1, as property owner, have full legal capacity to, and hereby do,
authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those
conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of
the deadlines for submission of material and the progress of this application. I further understand that additional fees may
be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the
study. I certify that the information and exhibits submitted are true and correct.
Name: Camp Fire Minnesota Contact: Mamie Wells, CEO
Address: 4829 Minnetonka Blvd Unit 202 Phone: (612) 284-6816
City/State/Zip: St l�oti'`Park, MN 55416 Cell: (612) 242-0141
Email: m iew@camp' emn.c Fax:
Signature: J Date: 5/16120
This application must be completed in full and must be accompanied by all information and plans required by
applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist
and confer with the Planning Department to determine the specific ordinance and applicable procedural
requirements and fees.
A determination of completeness of the application shall be made within 15 business days of application submittal. A
written notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
PROJECT ENGINEER (if applicable)
Name: Carlson McCain Engineers Contact: Joe Radach, PE
Address: 15650 36th Ave N, Phone: (763)489-7912
City/State2ip: Plymouth, MN 55446 Cell: (612) 730-2265
Email: iradach@carlsonmccain.com Fax:
Section 4: Notification Information
Who should receive copies of staff reports? *Other Contact Information:
❑� Property Owner Via: 0 Email ❑ Mailed Paper Copy Name:
Applicant Via: 0 Email ❑ Mailed Paper Copy Address:
Engineer Via: ❑Q Email ❑ Mailed Paper Copy City/State/Zip:
❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email:
INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FOR H to save a copy to your
device. PPN7 FORM and delver to city along with required documents and payment. SUBMIT FORM to send a digital
copy to the city for processing.
SAVE FORM FORM SUBMIT FORM
_PRMT
Tanadoona Dining Hall Fact Sheet
Land
Current
Proposed
Land Use
Public/Semi Public
IPublic/Semi Public
Zoning
Rural Residential District (RR)
I Rural Residential District (RR)
Site Size
Property ID
Acres
Square Feet
Size of Parcel, Dining Hall located on this parcel
250083200
62.1
2,705,076
Size of Parcel, adjacent parcel also owned by Camp
Fire
250092600
47.17
2,054,725
Floor Area
Square Feet
Gross Floor area Main Level demolished building
footprint on site
3,900
Gross Floor Area, Main and Lower Level
10,500
Gross Floor Area Main Level, Footprint on site
5,135
Floor Area Breakdown
Dining
2463
Commercial Kitchen
1324
Program area
2876
Support - Restrooms, Circulation, Mechanical, Storage,
Structure
3,837
TOTAL
10,500
Users
Campers
128 Day Campers
113 Overnight Campers
Staff
140 Camp Staff (25-30 stay on site)
Dining Hall seating
1200 person capacity
Parking
Parking
26 parking spaces
Parking Staff
17 provided for staff who come daily, addition parking at
Parking guests
7
Handicap
2 near dining hall
Building Height
Two story height at walk out, grade to top of roof
32' - 2"
Two story height at walk out, grade to avg roof ht
27'-8"
One story height, grade to top of roof
21' -8"
One story height, grade to avg roof ht
17'-2"
Fire Protection System
The building will be equipped with Fire suppression System in
accordance with NFPA with an automatic wet pipe sprinkler system
with a standpipe system in required areas.
Roof Top Screening
Mechanical Equipment is located inside the building
Trash Screening
IDumpsters will be screened by retaining wall
CITY OF CHANHASSEN
RECEIVED
MAY 17 2019
CHANMEN PLANNING DEPT
0
AL
7 1
+
r A
a
10
0
tV
<
0
aL
CD
,N_
CITY OF CHANHASSEN
RECEIVED
MAY 17 2019
CHANHASSEN PLANNING DEPT
C A
M
P
T A N
A D O O
N A
N
E
W
D I N I N
G H A L
L
3 3 0 0 TANADOONA
DRIVE
E X C E L S 1 O R. M N
5 5 3 3 1
SITE PLAN REVIEW SUBMITTAL
PROJECT DESCRIPTION
PROJECT DIRECTORY
PROJECT LOCATION
SHEET INDEX
TRMWECrwIBRurocaMAVC)AHFN MiW RVLFg1CMlrMYLCYAM
OENEMC MI
wx94LexEEre
iIEXEW OwMw WllWUREMfE1NEFMwiMLWEN WILw
Y Mp RNJUERN
.1W
TII3 Er
MWlMleFN.
MINI 1lA
MFIEn NI{pN]IlxwlElICPVWtR1fULL WnNgRME1fM. TF
CONIAt1.` '.0 ER
CM
MEEIBIrLlVF1 WL9PMEI9IDgiXXW. yACE fq PMN IRWRIWNOMO
94r9gR. MEWWtlR0U11YLEYELMLeERVE A41K1lWLMWO W.LLM9
eneLQ^yTe,MMnmm
RlilSn•III
•� AV
LI
EXISPNGCONOIiKKl96 REApVn9PJN
XRCIEN.
TEBWLMOWLLEECWP,EiELYKCESwIF WrImIwCLUfpNewlVN)M.
CLFNE'
>a
G
C)
9rtE691cV n.W
URrtYPIIUY
RE &IELYIOWLLBEfULLY SfARNEREO
LYV iNYpNXA�r.
GMRACi MWWENELLS
•i.
1 ..
U
G
(iRROHG, PUINP4[6LpO51UNCONIRq MV
BiORMVPRRPoLYTXM1 fAEVENId PLAY
ul)InLNm
,•
j
IT
TAEE NIW9 VATIW RAV
RlPp[eexrAtNE:
EOM011WP
TEW
III)
Lp LN YEp03
„
III)
9 IRIAV43C!PE PLw
mWxe@WmNN.o.mm
LII
gMIVMm:KFPVN
"Izulmm
_
i
u.!
T.
CNILnURVEVOR:
yy
41
RILCIRncrylyy
GRLSM NCPNN
_
.. _
••. • _
NM
LF403UN5
!URlEY. iFMY PO1xEMMGNER
/yl
ROM R.W
MCUalOemlmmfemmm
NEy
WINft
MIN rLOMPLIH
xl)15514rN
WI
FlRRIORELEVAgNS
CIVIE.eRIW RRY31CiW.PF
MpE
E11Rp1OR 31E ;.l
nMtlEx,(HmYmmmMmn
(I
AMI
MV
SUILgNG3ERIM5
IUILgXO6ELThIN9
CHANHASSEN, MN VICINITY MAP
Nw
SN...Nnlars
unoWrem:
ARCHI T
WNEYMLMIELTIEei
T ry
NLOI
wlE
LMftNbl
NWLm RPKT Qlml
WMLFVd RERELTEn CEIW)PIIN
COtRKr rMMIWrt ..W
p,g4�Mx.Nm
Ieulntnn
Luwcere umxmcr:
uulWneuPENaxnEcm
WxrAcr waxwW
amlwm.R..mm
M+Iwwlm
..TUML EN01I
MEY91. WRNM'tM N"
CgIIILi MRRN CUNAV. PE
CITY OF CHANHASSEN
WXIMV ALKMRI.IXL.
RECEIVED
CONgCitIW.NLR9LN,PE
0'z. q.mn
M nIm3M]
ELEL,RILA
MAY 1 7 2019
L4WRWN950CMTES. NL
WNr/LT pIpUPRUW. PE
JXx.IfMnA.m'^
IelEmsnn
RRCREfLcweuLrWrrt:
CHANHASSEN
PLANNING DEPT
�MIfVf'►CL+
MAGNEY
ARCHITECTURE
TN.Lmmllwm
SID W.fbwL
copal, Nix vvl
M Iu3lroeam
Z
O
K
N
Z
QMOIfRIRLE.
K
CAMPTANADOONA
~O
DINING HALL
3"T.RSOoone Orlw
Z
FmIslor, Mx $5331
J
Q
w
m
mmmn.N
N
3
w
zPMUEcr.
W1.«m
M
cnEMW
Sr N
W
W
xNN.�w.ur
N
TITLE SHEET
LT
0
N
n
rl
G100
656L-62e _zed 006C6114-E91 -aunyd
[E65 NW'JOISWX9
VW'wIel8'001 i 9..11 a6pry lueseayd 061E
anu0 euoopeuel WEE
i
IIVN 9NINI0 tlN000VNtl1 dWYJ
glens NW'Ved S1noI is
2Iaalnl'I-11 eyuol W. 6210
V1O53NNIM 3nId dWtlO
Iaaa(Ijj
uosljD� ��..a
'UE/y~�^/W
Ntlld SItlAOW3N V
SNOMCNO] 9NUSI%3
E r i
I 1 I
+ J wl.—
`
I �9
rJp ,
\Ir r r
rl z
lllr r i
/
t
r i
rr
E9 7
`r
pyyp
_
I d
L
�--
/ / ; l ;�k¢�
r I I/
' ��
IF r
Y 1,AM
F_frF I ,
is I
f
-� n
r
6tlC �
Df/
A � S9g z�n8
6SU 690-C9L:wei M616B 01 wove IECSS NW "rulzlwrJ W FE' ji+`+
Nw'wlel9'01, 9N 11.Ep VO 069C anup euoopeuel UOE£ 9
�• 111H ONINIO VNOOOVNtll dNVD gleSS uw'nee :Inol uq geSi� 3 j
1 ZOZ 0l eaug 'PAN wulw 6Z80 e p `a
UOS� �� •los3NNIN 3aId dMv]
NVId NOIS-9311S /
' ft�i1 N
U
f I_ i I I_i 11 -1_i 11JJ_L1J
-IIII �11 I Iflll I /
_ �J.i LL1JJ_LL�JyLLJJ_ILLYJ l
/
— 4 /
Iil;lI1I1111111i" i� /
1 I Il-ri I l-fI TiITM TTI —rrIl
LAI Li'ii1 Lu'
I�r-T--r-T--r-TI +�,T"Y i
1 I I I f I I I I I I I I I
(/ jI r i1 iI I Trrii r ril
I 1 1 I l-I I IEI
` j i; I`L L1J_LL11J_LLlJ / 4 / i f /
Y E
+ ♦_ 'f %/ s����?yes ..���}}e 14
pE YSi, t!I e (Q,
�iPPE i�4E
-
/ [A F / Y // 9 4 ���� PIQ �+ � °➢ ��
' [Y
L"—�.,
A Rd
e�[ 5�4 3 iiH
�I
Ai ?
' E I °i illll o� I
if
' I G
°? Iri
I V �
c z 4 e
656L-6-Cll:.ei 11U 69PM :wdy
YW 'wieR'00[t 3M'.[I a6Ftl luem}y p6g(
.rxU orwa. i.w3nnexwo
POON
UWJIJVD`�
TEE55 N.
anMO.w^ —1 WEE
11YN 9NINIO tlNOOUtlNtll dNtl7
9TeS ww'v.e.mm'.S
ZOZ.I!n5'YM9.MNW.uu1N fiZ86
Y1053NNFN3ULddNq
$ FE�
t`fF
�CiI
�I(f+§
�
Ntlld�lnun
11
Is
C
� '
/0 ;
l
EFee
cjii�Fiii
• i/h' fi %�
IF
�'p-1am.
FJre
�
OF
�r
6W 6 CW 7.1 OC6L_6 111 .woye WESS NM'MrW9 E E `
N...... N'01. 3N'4 IbM lueseay{ MSE "PaE ,,Il0 E • Ffl• '�I r`
MN
llVll SNINIO VNOOOVNVI dWV3 91NS3+q s NN'5,noi'15 {i7i
ulO3/zoz aiss'onie e,�olw�iw nzee +tY
a VIPIJLi� /� Ntlld lON1N00 NOISON3
Btl1053NNIW 3YId dMtlO
MV7 J ` '39tlNIVMO '9NIOVtl9
________________--
1 r _Li_i r_i r 1 r •
\ / '" • d/
r _ _
�• i _ �� J ! cif/
i
it
4111
'r lilt
s t9
a : • J R/ a s : ri
it
Fig it
I lit
c i
t
�--- aE � . 1 r ,' s • � � / � i F P aF a5 �:i aa3
lit �A pQQ g sg¢Ey
it
11
sil
id'e
y,!S Oil 3F B¢¢
���EI
r�
I
1:
JN PI
—I 'R.. n1jiIII13111
ji
di
F:a
ptp-
i z
e� Irl�a /�• , I .�.+ca P iigg�F 9
5S61 691-C9G -aei OOU 68OE91 '.amua
IEESS NW.3
E E 2
°I1I1
Yw 'aureiB'OOia 3N ''a aW'' luez W 068E
"up ngop mlWEE
11VN 9NINIO VNOOOVNV1 dNVO
9cess xw'uea s-not-ls
�'N...oaa
zoz alms'uN9 eeuOlauulW 6Eee
d
1
WSPOO
NVId NOILN3A3tld
V1O53NNIN 3EId dNVO
fii
Ne
NOIlmi0d tl31VMNNOIS
I ja.
r 7�
!
�3e fs jF��-
&� p85iY °ig i�p��l0
I;
pa i fiF !
@ 8 Pin 6
eG �a! a�5�! kBa �ai 4�Iaa}
@8 qqsi®ia6��4g€q1�!
:11 11! i41'a � ya
I e c p! p
epp a�e wt�� a � yg
1�•{9 a3yYed� $ 3! s�
gE!g PS 46k k E!a
e3 P!i[i .e4 1 a Ell
i�e �iAll 4 e ��
pbppl ��°alY� I •9 ;�a
5
eE1 k I19@a§ip'S 111 $ 6p loll
I i Kiel' E B em as Uka .
p �gae @i
•ry�A
3
€H a
656L-681-f9L :eef Op6(-5p>E9[:wwy
.'-M'Ml*3N "X a601 1ueewy3 W8E
TEE55 Nw'x?Y
MVO ww^Ve'x1 WEE
EE1.
E
Fld
11VH 9NINI0 ♦N000VNVl dNVD
Nlses Nw'wee SW" IS
coz ;Illns 1V "A ouulw R"
f/10S3NNIN 3HU dNV'3
1
g it Aft i
i Si �+1:;ei
®E�j� l�j
Cl
'
.
b
tit
�
a
4 Il s
'•
d+E
7iEar 7f n✓ `�I j'I�I! .vi I
1
F
= lih
F. Ej as is £�1I Job aat" E
• ° p , [ _
lh!t
���I
a & Nl
91 tS
...
sg�: t
�t • g�{ e
41!
'�t
Zi i'
$ 3%
! 1ja
il�s
gj=tiE!
-
65' L .m "1 11 006L-68PE9L -w%B i PG a NN'�9
NN'au!c9'pp{f 3N'+O a6p,y lugs xaW 068C anVO xuoopxpx100EL f {
IIVN 9NINIC VNOOOVNV1 dNV7B�Vis d uj�O{N , ZOL a m'p mlu Il w But jCS 9
MV ilJ V� SlIV130 V1053NNIX 3MIi dXK.1 I n c
u
L "i is Ed §4y Y �
ao
gg 8 f
F f 1 ®g$ Ep
Yx
"g! f:$ B4 f;RE„ f �N aFa IA tl see6
N iI7 E?l�IY
egp
{af §
a%Eg� Sfi ga e F
iN
Y i g gq
E.
3'gy�ag 3�
d R t 3GG g a °• ? & E.
3 uh f EflFt$3 F!S
7[p ite Ffey'� !a1
iiyY; I EE f cn [ f a E
114.1
ji
L
;I I
pqy #d 4 q 3+ It@
A5; Siif S�l�1£q
sE g2
N
R n F
g4 I �
p
€. A
656LbBY W':a¢j pp6L-6@Y£9L :auWE .P. NN• 1WE 33 s!
vu'awv18'Ople 3N'�(I a5Vtl Waua�N 068: a^4p a^wpeael W[C
Op
aw.p.0 T ONINI0 ♦NOOOrNVL PINr7 Bless Nu'a+ae z!noj is 1 gi
ZOZ �J!n5 •D^IB QMWNuury 528e
� N�/� VIOMINNIN "U dMVJ -
yy 0 NVId NOUVASMIld MILE 3 1!ili j
app 4-�a
g iiii/q/ ;
�a o a
a= i
z �
1. 110
i 1 of T
i t13
i
ie
aaa000 aI {
I X i .
a i
i ii a
Z OF66[ `e
Hil
y@ 6i
w
4
UP
9Y#e e
y ,
n,
ICCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC®CCCCCCCCCCC •.
IIE IT I El�E@EEOGGEG�CCC�CCGCCGCGCCCCCCCE96GGAE�f�G6G96G6C69 5 b
SHEEE������G�Eo00�000E00EEGOG0EE0G�0000�0000000o0GC009� a � s m 1
IoOOGOGOGGGGGGG�9GGGGGG�GGGGGGGGGGGG�GGGGGGGG��GEGCGGGGGG = BEGGGGG ED@ €
7 �ie?S o�zm 3�z� i r
w V as S 8Z f z
zo 2 E O
�Q E��€ �' 7b
� W
N01L7f1MLSN03 NOj.LON -IVLlIWans M3U13H NV1d311S - 6LOZ'LT AVW
a
C€,
� -
G--
e-
■
�: )5}
� d� Eft
ma3nmNO:)aION
6 $
}
27
§ � o
_ill
� 2
■§
'
& e
__ __s-_za «w
+
/
6 $ }
0
Qw ( �/ • •� n
mnn mNOJ a ION -,=ma__ __s-_,# _.
2
!
IN
8
. ie foSx SS
NOIlOf1U1SN0:) NO3 ION - ltllllvyans M31A3N NH1d311S - 6SOZ
fM
0
Q
b b o 0 0 0 0 0 0 0
�N
° a.N
�}�.. y2 'KBgig
j9! i�x aigW
NOLLjnUSNO:) NOd ION - ivaiwens M3UA3L NV1d311S - 610Z'LS AV W
I
I I I I
I I
I °
nY
I � a
I i L 3e
CIS �
I
I I
I , p
1,
I I
------------
I
I
I I
II
I
I
I
i
I I
I
I
1
1
I
1 J
I
I �
I
la az
NouDnN1SN03 UO3lON -wimens M31A3tl NV1d311S
61OZ IT AVW
w
e
a
exr�u
r
zo2
mN
NouDnUSN03 N0310N - lV1LIW8f15 M31A3N NV IMIS - 6I0Z "LT AVW
s ppqpppq
NOujn)JI5N0:) tlO1 ION-1VJ.II W 9ns M31A3N NV1d311S - 6I0Z 'LI AV W
t
F E
e $g @@
4 3 01 14[i
JI—
I I
_ - I
1 _
' ° J
L
JA�11
ll�
r
f
I
3
pig gL jm _ J
yg Y Y
Esp
� M2 Bps � c�Y
Il
a„ �a
`
'
"0q. ash=
tn i 4z
° pp
NOLL:)nLISN0:) LOi ION - TVJ11W9ns M31A3L NVTd3IIS - 6TOZ'LT AVW
g
,I II
f
.• _ e
"
55 @@pp py
>aF
�i kE
�ii 9_
—
yi
de
I
!] I
R
!■|| . . §,|
mLon mNO3ION -w&ma__ __s-6TOz
Ao;,.
;|,•`•`
,,,�|,
\
G!;
„
|';�;
!t� •t
. , ...�. ...
.| � \ /|4 \ 5 \,/��/! .•\\
/po\,�.�...,£ {
:
u ^ »
�
_
IS
�{
J
b€s g§
b
§Q
y888 p
•Y 4! EE
00000 x.tgo e8
Lit
~
"z F$i
i�
�e
z
>0z
w5
/N/�
W
Zf6
QQuo
NOi 1ON -lVJ 1lwa s mmmv MI d316
- 6TOZ'CT AVW
{
lg
•i:
d n
4��
I Jlyl
,�
s m Ir
F
ya�4jli
al
I
9 {b
YFlu
Ilya
� ��
;:
�iiliil'ihii.jP''i+ilifl
,„w.
III{.•
�e
[ 1 "111{III
ii 11 i� 5 h.
985'
{
E
oilIn
a
MAGNEY ARCHITECTURE
TRANSMITTAL
DATE: May 20, 2019
PROJECT: Tanadoona Dining Hall
RE: Site Plan Review
To: Kate Aanenson, Community Development Director
MacKenzie Walters, Planner
From: Magney Architecture
Tammy Magney, AIA
Attached:
7 sets - Application
Tanadoona Fact Sheet
Renderings
11 x 17 plans
1 set 8 '/2 x 11 plans
1 Payment
CITY OF CHANHASSEN
RECEIVED
MAY 17 2019
C%HAWN NANO DEFT
call with and questions or comments.
Tammy Magney
540 Lake Street, Excelsior, MN 55331 cell: 612 701 7117 email: tmagney@mchsi.com
R
'11 :140 a
Aft.
r
1
�
---------------------------
n co
nw(or Was
a1B®: We
g@44: IN
� dedduuma tray
- zoll ma
Wa UdUIQo 11 IIOR90
r s`
SEED ALL AREAS J
wgNN GRADNGIMRi
U.,
pkn,dng �c had�a�c�
PLANTRJG
TO DETAILS
Rs �RFSMKa�wR
Ra
ED
=e
nin•
n +s�•vrwNw
r
):.
.•l
� 1r
� Lt
� I
HDO
OH
n ��11PL�DCO n �OC�PC��11�1��0 � �I I
� �ccmB®: pR4g � �em0up: Ru4ffi
I.
CONFIRM ALL OUANIIDE'. SHAPES AND LOCATIONS Of BEDS. AND ADJRo AS REQUIRED TO CONFORM
TO THE WE CONDRpNS. CONFIRM ANY ADILa1MENIS WIIN THE LANDSCAPE ARCHITECT.
9" THE LANDSCAPE CONIRACTORSIMLI BE RESPON2&EFOR PIANINGSOIOWMIEfSFOCOMEU9R R
E,
RACPR ALL UTILITIES, NOTIFY THE IFUTICAPE ARCHOKI Of ANY CONFUCTI WLX NEW
WORK SHOWN ON THE PUN. MULCH. PLANING SOB, AND OTHER M6CElUNfgBPIANING
TED UN VERIFY ALLOIMNCE.
CONTRA
U.
SEE SNU KEY FOR REQUREMENTS
CARE
la. CONIRACIOR6 RfSPOMSBIf FOR WATERING AND ALL PUMi CARE VNII TRIAL ACCEPTANCE BY Mf
TOR RESPONDER FOR ANL All PLANT
A
ALL PUNMG AREAS SMALL RECEIVE TURDWOOD SHREDDED MUCH APPIRD TO I DEPTH WIIX PELLET
OWNER.
WHO RREVENIER UNDER ALL MULCH BEDS.
II. PLANTMAIERPI SHALL BF PROTECTED AND MAMANED IM1E 1xf NSUlU1gN OF PUNINGi6
5.
ME CONLRACTOR SHALL WHOCH FROM THE SITE ALL SOD/IURF WHX HAS BEEN REMOVED FOR NEW
COMPLETE. NSPECDONNAS BfEN WOE AND PUMNG 6 ACCETfD EXCLUSIVE OF THE GUARANTEE
F,AMBf Di. ANYPUNISIOCKNOIPUMEDONDAYOFDEL RYSHAUBENENEDNAND
12 MANLL NCLW REMECE SMALL WARNING. WEEDING, MULCHING,6.
WAIEREDWILNSIALUIDN. PUMSNOIAUMANEDNTHSMANNERWLIBEREIKIFD,
REMOVAL OF DEAD MAIERNI PRIOR TO GROWING SEASON. RESfRNG PLANES AND PROPER GRADE,
Mf THAN TAOS PRKEDENCF OVER THE PUNT SCHEDULE I L6CREPANCfS FARE ADVBf UNUSUPE
AND KEEPING PUNTS N A PLUMB POSnpN, AFTER ACCEPTANCE, ME OWNER SHALL ASSUME
AN:NRKTSF�HJ CREPAMCES.
MAINTENANCE RESPONSBImES.HOWEVER. ME CONTRACTOR SNAIL CONTINUE TO BE RESPONSNLE FOR
1.
THE CONTRACTOR MALLAVOD DAMI.GMGfX61NG IFfES, DO NOT STORE ORORNfNUVY
KEEPING f PfRpD.
SUMBAROWNOU1Mf GUARANTEEWHEWILL
MATERIALS OVER TREE ROOTS, DO HOT DAMAGE TREE BARK OR BRANCHES
ATERNX UAINTATREES
Il. WMFRNGY NAWARRNG AWE WINCH WLI
B.
THE CONTRACTOR MAR KEEP PAVEMENTS FNIIRES AND BUOEIGS CLEAN AND WSTANED. ANY
WATER NNSK Y THE
WA1fRAlL PUN150NCFA WEEKAND50D EVERY OMERDAYUML ACCEPTANCE BHEAT
DAMAGE TO EXNING UCRflFS WALL BE REPAIRED AT THE COMRACIORS EXPENSE. THEPROIKISITE
OWNER,THOROUGH'
OWNER. NEXTREMELY HOT, DRY WEATHER, WARR MORE OFTEN AS RfOLIRfD BYMTHOTo NS
SHALL BE KEPI CLEAR OF CONSIRUCIW WASTES AND DEFINITE
EAHUT
S1RfSS SIICX AS WNNG RAM. CMK[ MODERATE UNDER MUCH PRgR TO W ARRNG IOOERRAW F
NEED, COMIRACIOR SMALL MAKE THE NECESSARY ARGMGEMENIS FOR WARR,
as fl II IIQISas
A ALL—NUH.BRTS SMALL RKENE6" PINVERQFD IOAM IOPSOI BORROW MN DOT SPK.
38l7-28 ENHANCE WIM AGED AND SCREEN COMPOST
e LI SOOMORUWNI AREA SHALLRKENE 4-MN.CCMMONIOPSCI BORROW MM DOI SPK.
u Uay nOUoG
OALLPIANING NLLKU BEDS MR'/E T HARDWOOD SHREDDED SHREDDED MUCH LE UNSS
WKFED AS ORDER AUTEML N THE PUNS: All AREAS OF HARDWOOD MUCH SHALL
RECEIVE PELRT WEED PREVENTER ERROR TO MUCH NSTALUTKM. VERIFY WITH OWNER E
WOOD MULCH FROM REMOVED TREES UN BE SHREDDED ON WE AND USE N RID Of NEW
MIRCH.
is
aunefernandez
landscape
architects
client
CAMP FIRE
MINNESOTA
PIDIe Ct
CAMP
TANADOONA
3300 TANNADOONA DRIVE
EXCELSIOR, MN 55331
AFU NO: 19OW2
CERTIFICATION
I HEREBY CERTIFY Mal this PIM Specfica-
tioa or report En peered by Be, a under
my died ager"on and that Ian a duly,
Licanxd LamisoVe Architect under the
Ian of the State of Minnesota.
90UELf �•
111ED Q RINIFa NIIZ'AWI�IY
MAX 5-21-ni Ill Ea: 621112
ISSUE/REV HISTORY
I 69I21IF n1EeD/mIMCMYI
ID DUE 69.ENE\®I
SHEET TITLE
LANDSCAPE PLAN
ENURGEMENI
❑MSSO.WENRNHOHIO`-
fW3pE31EF13.
MR �anMAJaCY•1mKinpJtPtlN_ILU191@LId!aMge..
DRUMS, DA
OEOFDBY FA
.MR, p—A L1.0
UVFGM
gRgfMM9BIKLLC NLIYA1131ES°MID.
•
'• •
schedule � �
planting ..
®
0
0
O
--------------
����
FLAGSTONE A
.�
•„�CTfJ,,
��r,�2�q�.,Et�a
....
et
Sff,,M
ME
NANOQ//µ pE pN3pf
IWefe STEPS _
o
fIDSIpEF BOIRpEYWALL
6 MPM. {MNIq TR�P ROLL
WQ fAQMC
AMD tUILyLfOGF
I ADD ALTERNATE I SHOWN N DASHED 1NE11
9• = 17-W
proposed
dining Illl
M
fEIDAONE B NAMR WALL
M
•
I•i a 1.
EMmHG POWER PpF
11
NOMIAY RSttE
r
l°r
GRAVEL MEN AROMD
GRAVEL DENY
MUCH / \
/I
Pkfn inn fnatga
1. CONf1M ALL GDNTIFIR SHAPES AND LOCATIONS M BEDS, ANDADIDSl A5 RE011RfD IO CONFORM
TO THE HE CONDI1pN5. CONiR1E M ANY ADliMM ES WOH INE LANDSCAPE ARCHQECI.
P MFIAMDSCAH COMIRACTORSXALLNREiPOM$NEfOR %ANIMG 50l O1NN111F5IOCOW1fiEENE
2. LOCALE ALL NEB'NODI' THE LANDSCAPE ARMPECI M ANY CONfRol WBY NEW
WORK LIOWHONIM PLAN. MLLCN.PUNINC SOIL AND OMDr MBCEWNEpE PLANING
CpISIM'lUN'
COMPONENTS MALL BE CONSOERED NCUEMAL TO ME RELATED PUN. VERIFY ALL OW.NDIE.
S. WE 1
la. COMDOOR a RESPONSIBLE FOR WARNING AND ALL PLANE GH 1HHI fMAL ACCEPTANCE BY ME
UKCHEMENTS
PLANNIYfAREAS5OR
HARDWOOD MRFDDfDMucx APPUDTo IDEPM wEx P818
l ALL PLANING AREASSHAAD
ONME
NEED MMCE LADS.
IF PUNT EMIfRNL MALL BE PROTECTED AND FMMANED VDE ME NSTAILAMM OF PL$k N S5
RMAL RWOVEF
ECONTRACTOR
5. 1Nf COMRACIORSXALI REMOVE fROMMfSI1F All iOp/lUPf wxKx HAS RfMOvfD FOR
COMPLETE INSPECTION BEEN FMM AM MNRIG E ACCEPTED EXCLUSIVE Of ME GIM.MU
NAM BEDS. ANY PIANI SrooK NOT PUNTED ON DAY Of DELIVERY MALL BE HEELED N AND
I2 MAMfMANCESMLL HRIAE•NAIERN[. WEFDNG MUCMNG
WARRED UNTILNSIAlU1[M. PUMSepI MAMAHEDH Ix6 M/.NMR wfI Bf PflfClf6
RfAOVAL OF DEAD MATBML PRDR TO GEOWNG SEASON. RESflINC PLANTS AND PROPER GRADE.
b. ME PUN TALES PRECEDENCE OVER THE PLANT SCHEME E DISCREPANCIES EF41. ADveELANDSCME
AND REEFING PLANTS N A NRNPO.SEDN. ARM ACCNTANE- ME ONNER MALL AS9NE
ARCxefC IMYMCREPANCES.
NANRNANCERUPOMSNeEi NOWFVFE DB CONIRACIOR MALLCgIMIE IONRESPONRIEFOR
1. MECOMRACTORMAUAVODDMV.GNG EMe1NG TREES. DONOTSTOREORDRNEMAVY
UEPNGIHEREESPSIMBMNJOGMWf MEGUAMA ERRDD,
IMIELWS OVER FREE ROOTS. DO NOT DAAUGE rREE BARK OR BRANCHES,
13. WARRNG: MA MAN A WARIMC S HEDLAE WIRCH WN
B. ME CONTRACFOR MALLLEFR MYEMENES MURES AND BUILDINGS CLEAN AND UISIANED. ANY
IIpRODGxIY WAIMALL PUMSp AW UANO50 ME OMERDAYIMFEACCPFANCESYINE
DAAUGE TO BQmM fAC S YMLL BE REPAHO M ME CONI¢ACIORS ERPERM. ME PROFKr WE
OWNFe. NE%IREMELYNor DRY WEATHER. WAIERMORf OFTEN AS REGIIREDBYNDCAIDNSor HEAT
MALL BE KEPT CLEAR M COHSIMICIDH WASTES AND DEBRIS.
STRESS S.. AS WILING LEAVES. CNKL MOBRRE MDR MUCH MOR IO WARRING IO DUERNNf
LAND. CONRACTCR MAM IMLE ME MoUSARY ARRANGFMFMI$ FOR WMNL
A LLP-MNG BUD MALL RECENE6 PIILVERRFD LOAM IOPSOE BORROW MN-1S1-
loll-2B ENNANCE WIN AGED AND SCREEN COMPOST
B A11 SODM ILA.) AREA TRAM RECFM f MN. COMMON TOP. BORRGW MN DOT SPEC.
."-IA
[key nofts
O ALL AS
NOS SHALL REL IN ME HARDWOOD AREAS
D MUCH D MULCH
iEKNEDALOMIMETVME PREVENLN ME PUNS:ALGRMSOPHARDWOOD MULCHMALL
RECEIVE PELLET WEED PREVFNRR PIfDRIO MLILCN NSIALUIDH, VFPf'F WQX OWNER
WOOOMLICN iROBE IrtAgVEO1RFF5 GN Y SNREDCED ON YE AND USF N lEN OE NEW
MIACM>
13
aunefernandez
landscape
architects
client
CAMP FIRE
MINNESOTA
project
CAMP
TANADOONA
3300 TANNADOONA DRIVE
EXCELSIOR, MN 55331
AFIA NO: 190M2
CERTIFICATION
I HEREBY CERTIFY that the plan, spePifica—
Nan a report wrs prpered by me or under
my diect sLgervIew and M I om a duty
Licensed Landscape Architect under the
Ian of the Stale ooff'YiElaolD
9MATURE, • _
11Pfe Q NNIED NMCASDI�.P _
TEAM 5-21-Ale an BRE, 49e2
ISSUEIREV HISTORY
I RRNOIR QAE®1La[MCIPI
w DATE QaE1Rfl®EI
SHEET TITLE
LANDSCAPE PLAN
❑n6>OWEM4Na K.KLW
FMLSLE RFETs
ILf_NWRN/ghlN[OLi�PJ�RMN_1®.19A@L101Y�p,
OMENOY RA
OEOIDN.
Poor .�A LlA
.Na
a,NRD,Rm EYFFLLG. N RG,rFSRUERr
PLAN
1
SECTION ® LANDING
CEDNaONE IRfA1ED 6 x 6 POST
H IZ SONNORBF fOOMG
GAEVANIZED RAE IItAcM
AWROMMAIE iI GRADE-i
I TDW GALVANIZED
PPE RA1: ou. SIDES
I+SCEDARIONETREATED
ea,rit MA. DRIP DYAFN
ASSLPPIEDeYWNPELER
1ANDSCAK SUPPLY
OR OTHER APPROVED EOWLI
CFDA CNHE RBATED 6 x 6 MST
N IT SONNOrURE FO Tr .
GALVANHEDRAL.c[P
ELEVATION @ LANDING
MNONE TREATED I R 6 MST
N IZ SOWN'nRE(OO —
GALVANUEDRAIL WC6FT
I f M. GµYANPED—e
PPE R.SL WTH SIDES
4uon @ zuk
ecf9s: ill = 11. '
86011ow at bencc hgo
Bake: inn = t'd
is
aunefernandez
landscape
architects
client
CAMP FIRE
MINNESOTA
project
CAMP
TANADOONA
3300 TANNADOONA DRIVE
EXCELSIOR, MN 55331
AEU N0: 19 W
CEIDFICATIDN
I HE1F1iY CERTIFY that the plan, spedfica—
tion an report Pm prepared by me or under
my direct mpeNsion and that I am a duly
Licensed Landscape Architect under the
a.6 cEDANo«f TREATED
T R TRIADS TOW msExs1DN
Ian of the State of Minnesota.
AS SLPPIED EY WHEELfR IANmCAK SUPPLY
OROTWRAPPROVFD EOIM4
9pAMR:
3'x6CFMR10NF 1RfA1EDDKRNC
IIRD ER PgI1FD NX
GRADE NYOND
Mx SII-2%119 REC W C1152
- ---
ISSUE/REV HISTORY
6 N CEDARTp E TREATED
TYpR1fllef LMIENSR)N
SIMe-0eY WILHIER IAMDSGPE SLPPIT
AS -.I
l
OROIHER APPgVfDFOLMLf
reATFD6x6
TWER SLUBYE"S
---�
6"CWPACIFO NSF AMI
-
r FNVAM YESDICaeFMCIPII
WERED JOINTS
Ho C'm 11311110D01
NRYONEr RcrNIRSF
( x 6 CEDARTONE TeFATED DFCKerG
5 H E E T TITLE
IMYR WALLS REIUN 10 TID M
RACK SFNS Of BENCHES
6 IRARD
1erFR IRFwm"E
eNERne "S
DEiMs
•xm
eY WNFFLFYIAMUSCAPf SIRRY
µ R1ANFAI
cmffik
oeommAPPRovED EGwu
C;O1fXIlE FABRC
IlesmvPKPDEN Im.vra
❑
1 IT HKE DeANNG NCK
MLSRL:sIHR.
TILE �YpD "T-0MnA -noanooxuIUKb'V
DDWLRY PM]
aeaK®N: PR][
HW M —A 1 2.0
Dtli'MGND LL
2PT61TA19BLKLLC. M1 R'111s1ERHM14D
FRONT ELEVATION
SIDE ELEVATION
MARVFSIED iROM SpE WRNG PUNrNG 9Y
IRFE eFAgVAI PPoCFSi EGe
CLANG HALL
.4
CUI OU ARUS TOR
PuxlNc sot
FRONT ELEVATION
/ actls: 1/4' = 1'b•
f�a�7�4once Way
PE SIP
eEnx
is
aunefernandez
landscape
architects
client
CAMP FIRE
MINNESOTA
a l o le Ct
CAMP
TANADOONA
3300 TANNADOONA DRIVE
EXCELSIOR, MN 55331
AFLA NO: 1910M
n c®unc Pang :P08n
a.ac[DARroxE refwrte
CERTICATION
ASSU RAH) PDRUELER1.ryI
ASS SVPIY
HEREBY CERTIFYMR
eor ifid
14ERAR ON EGUNOSC/.n
0401NER APPROVED EOWN
bMan.m
or July
eas Twe tl by under
lion or report Ras pn
s'[6<fD.SRIp1f IRFARO DfC�I('
and I a D Ally
my nsedt supervision and that
under
Licensed Landscape Architect under the
GLADES OND
Ions of the State of Ynnesota.
9pANRE
___
rwco oN twETED AIIE
_
_ __
a,a cEDAnoNE rRfATEe
DAMS VR 209 Ric. NO4062
INDYD$NRIEDMENSpN
'
ASSU lY UANDSCAPf SWPIY
J�OR
OR OMER A OVEDER
OMER APPROVED EQUAL)
T
rafnrEDaxa
ISSUE/REV HISTORY
'
—1
V CCWPACIED BASE MN.
�AeDRED JOINTS
suev DINE IwER cdxxx
n��a48on @ stair
acn
6 R1R mE®ILA.
G'.5_ P: `/7 = i
10 a1R OE/REMl.NI
j x 6 CWARTgs TREATED DECRNG
VNIFP WALLSRfTAN10f09A
SACK 5[NS Of NNCNES
6 �6C®ARIONf TREATED
SRNFx rafADS DREE DRAfraon
SHEET TITLE
,S.p
As sPnEo BY "ERER IANDSCAPE SIPNY
ORomERAnROVED EpNU
Gf61F%IEF fAIRIC
dEtAE8
1 i'FREF DRAINING ROLR
MO
IMYR OFACAUN
71
NR(l ONF 1MBEF CgRSF
U16 WNNEA41FF161?YI?GI
6'CCYMACRO Mff,.N.
fW..
RE JL�OEdVY_InNI�@I}➢IM®fM
�c�Qoon a4 �ce��6�ce�
DNN,RY.,m
�
PRD<. -A L2.1
PROJECT DESCRIPTION
THE PROJECT INTENT IS TO CONSTRUCT A NEW DINING HALL FOR CAMP TANADOONA
IN CHANHASSEN. THE NEW DINING HALL WILL REPLACE THE EXISTING DINING HALL IN
THE SAME LOCATION.
THE NEW BUILDING IS A SINGLE STORY WITH FULL WALK -OUT BASEMENT. THE
BASEMENT LEVEL WILL SERVE AS ADDITIONAL SPACE FOR CAMP PROGRAMMING AND
SUPPORT. THE MAIN 'GROUND' LEVEL WILL SERVE AS THE NEW ON ING HALL AND
KITCHEN.
THE BUILDING WILL BE COMPLETELY ACCESSIBLE WHICH INCLUDES AN ELEVATOR.
THE BUILDING WILL BE FULLY SPRINKLERED
C A M P T A N A D O O N
N E W D I N I N G H A L L
3 3 0 0 TANADOONA DRIVE
E X C E L S 1 0 R, M N 5 5 3 3 1
SITE PLAN REVIEW SUBMITTAL
PROJECT DIRECTORY PROJECT LOCATION SHEET INDEX
GENERAL CONTRACTOR
GARDNER BUILDERS
CONTACT: DAVE HECKER
daseh@gardner4xilders.mn
(612) 5944117
CLIENT:
CAMP TANADOONA
CONTACT: MARNIE WELLS
mamwW@wnp6mmn.org
(612)2844816
OWNERS REPRESENTATIVE
TEGRA GROUP
CONTACT CONNIE SHEILDS
mhkdds@tegragmup.mm
(612)741-8066
CPAL/SURVEYOR:
CARLSON MCCAIN
SURVEY: TERRY ROTHENSACHER
"Ihenb er@ransonmcrain.com
(612)554-6569
CIVIL: BRIAN KRYSTOFIAK, PE
bkrySlofiak@cadmnmmain mm
(763)489-7905
ARCHITECT:
MAGNEY ARCHITECTURE
CONTACT: TAMMY MAGNEY, AIR
ImagneY@mchsi mm
(612)701-7117
LANDSCAPE ARCHITECT:
AFLA LANDSCAPE ARCHITECTS
CONTACT: JASON ALINE
jaune@aAandammm
(651)24M155
STRUCTURAL ENGINEER:
MEYER. BORGMAN. JOHNSON
CONTACT: MURPHY CURRAN. PE
marran@mbjeng.mm
(612)432-5633
MECHANICAL:
DUNHAM ASSOCIATES, INC.
CONTACT. TOM JACKSON. PE
dermas Jackson@dunhameng.mm
(612)465-7657
ELECTRICAL:
DUNHAM ASSOCIATES, INC.
CONTACT: CHRIS PILLIOD. PE
chns.polmd@dunnameng mm
(612)465-7276
KITCHEN CONSULTANT:
x
CHANHASSEN, MN - VICINITY MAP
GENERAL SHEETS
G1D0
TITLE SHEET
CIVIL
C1
EXISTING CONDITIONS B REMOVALS PLAN
C2
SITE B SIGN PLAN
C3
UTILITY PLAN
C4
GRADING, DRAINAGE 8 EROSION CONTROL PLAN
C5
STORMWATER POLUTION PREVENTION PLAN
C6
DETAILS
C7
DETAILS
1
TREE PRESERVATION PLAN
LANDSCAPE
00 SITE LANDSCAPE PLAN
111 DINING HALL LANDSCAPE PLAN
L20 DETAILS
ARCHITECTURAL
A201
DEMO PLANS
A301
BASEMENT FLOOR PLAN
A302
MAIN FLOOR PLAN
A401
EXTERIOR ELEVATIONS
A402
EXTERIOR ELEVATIONS
A50
BUILDING SECTIONS
A502
BUILDING SECTIONS
A503
BUILDING SECTIONS
N
ABD1
BASEMENT REFLECTED CEILING PLAN
A802
MAIN LEVEL REFLECTED CEILING PLAN
CITY OF CHANHASSEN
RECEIVED
MAY 17 2019
CHANHASSEN PLANNING DEFT
A ARCHITECTURE
The Commons
540 Lake Street
Excelsior, MN 55331
PH:(612) 701-7117
Cn
z
0
PROJECT TITLE:
OLL
CAMPTANADOONA
DINING HALL
O
z
3300 Tanadoona Drive
Excelsior, NIN 5S331
J
Q
SUBMRTAL/REVISIONS:
C MARK DATE DESCRIPTION
L p5/17/2019 STE PUN RFrtw
m
D
N
Lu
W
z
Q IPROJECTp mia-trim
J DRAWN BY. EI
d CHECKBY. IN
W i omnrwaeYNmrn..
NI
I TITLE SHEET
�I
c-1
O
N
n
5
G 100
RANoROBUIMc
(se: I. MANS)
.• 1111WIIdI011T I tMx nIC
- AiOIECi
PGLE-
..
,LL
- IYIfFMAIE W/UTxltt
- CfllpAxr fLR REIdAnO'1 OT - - -. UT
K uIDtt PaE UnuTYtt PIXE _
LOd10WAlE WNTWtt
iTF dSCWELTM
0, GAIT
_ 6 CAS 4AWCE
-
SEE 1REE R
'-
_
ka
PIAN RP TTREE R1FLOV3,W ALS
PROTECT BURMNC.
RE.T WAAL
- MRDIIaaT coxsm
-------
_-----
---
_______________
96V
I
-'
IxaNEwAr MRaaaT
ccxsmucnax
MTCT GATE
TM1adroJT
icasmucnaN
I
I _
I
-^� - RENGYE k $.LLVAEF
r Y� �aARO PG$i
4 P `
1C, _
J `
V�
W NEN
C ANyts y
MTECT I
Y1MY PdE LJ RONOWG PREMaSIr RENJMO
PROTECT
um, p
e BOX
W' sW j y _ __ \
NENOVE SATE y + £ b -:, >-g. _ \•• `.
Z..: 'SNCE W; s
a _
s,
--------------
_ _
> a >
-`
>---
__ __> _ -
— _ _ __
> _> __
__
_---
_ _ _ — —
_
l2
> _
�
_'-
•rya
l.WLM
GONM _ SPECUTCATIONS
/ SEE Unutt
DGSPNG PRGPGSED
I. Au ElosnxG UTUTY LOCATIONS .x . A w AAAATE
'-
pRO w UIE
IT SX 9E ME RESPM9BUtt Cf ME C TRACT W TO
`��/`
EASFYEVT UNE _ _ _ _ _ _
WN, ME LOCATION. RPM AND TWEs C£ COSIMG
\ �•
• `
______ _
(AA•h1 pAYENfVT i
ultlnEs .WO i0 xOTIfY MACE OWNER AptlxEER
IYNEpATELT OE ANT dsCRFPANOES OR ATONS 'ROM
BNYNOS PAYE T .. .,
... -
lIN PLANS
\ '\��_ ��_�/`= _•
0 Is�SO
aITANI +AU( ____ __,
TO
2 IPRORCT
\ �\ __� 9•P'r ,
ALL ExSTING VT�E£ VW1RiAl.WCFS ND
`= = _`
SAMTARY SEYiER y -� AS ROTm
SMUCNRES NOT INBCATEO Fa REWOVA- DANNE
••�
IN BEET)
WATER YIMN — _ �_>y I
iq 1BY OEAAL W TTON fATONS�9Vu E 9PAE® AT
\ -•, '4 `
BENCHMARKS
"D R° No a =
Uhl CONTRACTOR
NECESSARY. THE OON I CRN BAM
ND
OxEAIIEAO BECIRIC _
CESB�SARY.
COdCHATE MEY ACnMTIES wM TIIE uMltt MIVAIES
\
NIWIESOTA INUMMEXT T TRINEPaT N
CEODEIIC NMUNENT xFAnCAL CRiiR0. dS"
TREEUNE /Y-Y Yl
NARIME
A. THE CW `DR IS PemeNlme Ta Ay ME RONONALG
9xINA ON THE F A AND SIN. CENPdW/A TO
I \R
A
N-0 1003 Ar (CBD STATION /79952)
E APCN . 991.,M5 (HAW W)
HYDRANT
4 y
OAT VALA
M
YRItt PQE
q
aT WW
-
TBESoxx
a
GAS
AN NE A
s
GLAND
17
N,unox
0
PPNCE -•—•-
C CONTaR
Y caxiaurt
GOMHNNO STATE AND LOCH REaUPCNS AL PERMITS
A OAT A S .0 i A2 THE �SBLM ff ON:
Cd1111RACTd1.
v AL SAACa 9VLL SE NLL T, aTSL
AND PAOMN3 AREAS
INV M(NW).,; B,
- V (SE)�9816
3
p) /
Q
0�
• � / PROIELt
BIIRANR
/ YdRRRnT
TASTING FIRE x
caxOtETE�
wALX
„- A
- %v1ULCH
\PAT1�
.lam
R'RE M."EII"
WSEAT wALL '_ w/
Nµ0 RAIL
SEE µWRECTULAI µ0 LANDSCAPE
PLANS FOR DETAILS
PGR
4
\%
10 FT. BNMXWS W11N g5M0 t`'l
ORW LANE
�\
.� s n. MnNINWs
Yaty _ DRav-ur zaE
of -Mr-
` 1 EXISTING
BUILDING
}. 1Yl•
t
-12 Fn (RP`F
uaNE cc _
--- ___ --- - - -
p r
LEL-BHO ✓g'R PLAN M[171� mCP1INQ AIM EXISTING PROPOSED t. fU BND UN OtI 0 NE T ng Ni510E FACE MIME 1. A, SIDS SRN, K R A® IW FROM EdE 6 PAYFLpIT
PROPERTY lNE BLLON' LME4 OIIEP'NSE IplfD. "'LESS Ono"I'm NOTED.
FASELFNi IRE -
4AASEL PANIIFNT i____ 2 KCAL%PINIXINO SI.VLS ARE 9 % W. HANDICAP PIRI(IN6 STALLS 2 9Q4fY ANDRfAU_S EO.NOUJOECA SIGN, POST. NED). FBbEIE
BINYINWS PAN T FWTWE NO SIEFL CASING (II REWIRED).
_ i rt sHAIL LE >IE REWQISBLLTY aF mE cwERACTaR ro FwlnNN, \
2U ANCRER ENN �__ ___ _ 0 HFFr 1HE LaunMs A10 El£/A1xMG OF EYJSTNG ununEs PRIOR 0. SNAu .VSQSn BUIE ANT ANO Oro55-1UT21
SANITARr sET'ER - > ro THE NAME IA ELI F DISCREPANCIES
ME LIES ACTM AIARI T.S OM \ -
px FEET) STORM SEMN —__PY� EHEwOREEN wwEwA1F1T a dSCAEPAxoEs NIO/qi v>RIAnUYs FRdI a. All sas sxAu uE£T ONE ulxxEsorA uAxuAE d111AiW1
MAMA MNX TRAFFIC dMERR CEW.ES (uu11RD) FOR REIMO
OW NOFFgiNO PRO, OlAm s. LOlE4 OENERM2g swN ON THIS DRAMG, CANTNACTOR SNAIL REFIECTNx NO NSTAIIAnax. \ -
BENCHMARKS -- PRO. CONTTS CONNINDnpi JOINTS AND EXPAN9W I \
uNOEIttliW NO GAS - — n - RA Xn
A'%x Ts N SLAEI a df.1LE, $'EwN16 HE
VFhHAND ORIWS PER T\
OEAO EXCMC FdLO K IFWIRELFNIS \
1. MINNESOTA ET rtPTW
GEOOEnC uONUMaT`E_ CORTNODsllwpdE rYYY1 cc«mA ANT uX mAdNc s-a4c R7 $fPBR 1If11CD1
XNLED 'IOAr (Me SIRN (52)
\
Y A11 OlNf16-tO0.4 \
HYIRwIE O� B Nm
. SIGN! za7
EIEVARCN � eaEx� (RAW a) DATE vAIK w SAW WT cWmA JOINTS MINIMUM / coxrnEE TNaNEss. ®HANdCAPARAxG SIGN: \ \
MT-em w/R2-m (Iz•. 16) �
UTM� E AN9Rl J n .. SPADNG wAUN 24.. O.D. NO PNIX-] ING SIGN: ft (Ir. NE) \ \ \
-AIL GE 4(T Mc
TELORDE R011 a
GAS METER O
-Ai .ALL POINTS MOO A C AMCE IN PAYENENT THICKNESS OCNRS
® NO PANNING NE LANE ..: NEI 02. In
( ORIODNC -1 PER POST)
WAND POST $
µ0/0A M OE IEM PAAMENT MU. MAip EMSTNG PA`hLENT, ANMINUEND,g
FIDµ9CN JpNi $XALL 9E PROM^Ep.
P RNNI: CLTIl1/
FERNE -,—,-
OON4 AU IDIPµ9W TENS 2A-OC UAA
RY
STµ.D SPACES
NAN.Cµ SPACE$ i
E T SPACES =-
TOT& STIS
Z
I � n
i � m
a m a
o w
�Vw=LL
Z
w V ar m
z s L0
^ W Z.
` 2RO
N p
\v_ 0 N N
j t .
z Q.c
W o o
and
rI
J
J
Q
S
0
a w;
J Z
p
a N Wl
Z Q O Z
M Z V f
V) C C
e71 C RD uI
O ID
F Qox
y Qmw
f
a
f
v
Q N
HN
O � b
Lu a
W y N
Za
Z > z
1c9 m f
i m
W c a
LL
LL cIL
�
c o
fry N
Um
a
REVISIONS
s _
Drwwxn:
vme®n:
15511E PATE
,.n w
A.m
� BIZ
CZ
of
d PK ytw�
4- 3a _
m-r P\c
W oFµAJT _
— 1 6•�P`6J/.MprSERNE£ _ E pp66S
• . (FlRE a DDMEETE) • -
_ _ _ _ - 6r.6• PtC
slW AJ9A
\\ I
— - �v'f r A4 I9E10 of
- TIWC POLYSINFtE 1➢'EA MtFll B60N
- - MMTIiI -S1 Te PRPAE
-r Y r.RFLVm1
\ A1.TERIAX
\ r PAc HyoD
___
N
po l�
(Ix FUT)
BENCHMARKS
I. MNNMTA DEPARTNENT a TT AN9 TATDM
GEODETIC MONUMENT YEATCA 0047M DISH
N.Wm •1002 Ar (GS0 STAna f] )
ElEI'ATCH . 99t. (HAW M)
N,
mR is a vos
IEP _•"
(RUUGGEAo).. l ' L J
Tw
V,
Jr- e/
WH3
q I IE 96].L'-6' Hli (/1TF/MAIE) - -tea
_ i oasiwc i --- i1 _
_ 13UA 100
TffE - Ioo}.o
T5-r
RE 99G5 HTLRWT M/CJ ...� 1 ___ _
IE 996.30-r E 8 M r 0. _
4 896.6D-r w `. m e l.eli IE e�3 _
2 r UP S2 S
QU FL IWAO $p_
P+C
- F N4JYr SE
>
-+6e
4T Y ____
' REGMEO M EIIHEF
-- � q+fi cF WAIFA I.FOS9NG � \ �
LC
dLIIBtlAIE T'^' a•-A5' 6wD # "�
N _
�\
�--
-LwdmL IITf= PLAN NOTES
EXISTING PROPOSED I. SANITARY KW R, NATEM WAN AND STrnW
PR IY uWE — — — pC SIRcCM i S4A RE IN ACCoaANa wTH IHE UTEsr
MTINS w n'E ow ( bVIMASY.tl STM1DM61 DETA,,-
WAW. PAWMENT O SPED lKNS IT TIE NINN TA RI191G
STWNo1$ PAgpR _ _ .. _ _ _ _ _ O 2 A WWN61 W 73 FEET OT CDNR 91ML K REgIIRED FM
NL WHEN WAN. \
CRIOFIE VOLR
gFd•TNLY SE¢R _____ _ ���
MINER MAN - E
NICERfAPIro FIFA cWbc
IRaFAamuro GAS-
DTEmFw FIECT6C —
TFwWE % YYYI
WANHSE
V
HW)RANT
GAA-W a
TE N
URItt PpE q
q T Sol +
TEl£SAS 8 a
AN YETEN O
UAW POST
S
YI&-soBON b
1 A WMY fi zD FF£T HATUL WARATON SNA 1 w
REQeF➢ FOt Au mw CA x;S,W&
A ALL "TFT WAN R ! MTING SHALL 6E CCCNOI m
WITH OTY 6 CHANHASS]'1 R c MU5 RPMTFNT.
S AL NAM W.W MOST HAW oTUUCTAI TEST.
NWR39fATK W AND SJNCT TEST IESpE THE
FNI IS COM £ AC, TURNED ON.
f FTIAE =A,x, s HS mxmo URItt sonmms IT
vomm Q LCCATw6 TJ IF M16TD wTH AIN}MECRIRK
NU Plu 9 RNES
HYDRANT w/6
t V- Dr S
e QED. EL IWI
AN E%SING FGRCEMAB r A -
ME E%Snxt NANHIX n E
fY nlE G IXMMN IS UNNN0V
TIN To FIE_➢ YFAIFT THE
Y FWi MN AW TE IT IN'C
STS.. 11 l AT SM. +,
R TPw Tom
/W HER naT SEN-
IRN,m E
mi s
VERIFY)
msnxc Irv.
\ML�HGDze
IN°FNiA6sn
T] Rp1AN w RACE I
4VV (9,�4]g6 _
.'
(RULD MIS"
MV (W).9�
`
I
NV (Mi.9m,
\ \ 'p
I
`
\
I
I\ \
\
_
I
1
\
I
\
I
I
I
I
�
\
2
Y N`
z c
W N Oa
> m D7
O +O
NNNN� w
L w z LL
z
a`
z 000
a 0
Um n
w z
^
w v
0 N M
b
K W
>t..
L d C
w O o
m n
J M
J
Q_
z
E a
Z
M M
h
J G R
a QA oz
` N f
J OF'
HO a
M X
Q M w
H
a
s
Q
u
Q N
N
0w
Vr mm
W N N
Z
Zaz
ycym
W c y
cs
LL�0
afJ
F rn Eil
a0
Uv
REVISIONS
WAVYT: RR
INswen n: nW
,.m. are: rWvin
Yu.w �Ws w•rw.N w.uN�.m
Y:WY MWT�aM i
IseN MWIYWYM Wve vev ee a
Yn>Ya 50Y w1YmfY ?
N.me-. XaaM T. Ra4eI. R
sNWv. �GZ TIZ
OeR 05/]]/L9 Iv®r aY09
C3
of
7
r
MATCH GRACE AL ;, 1
9
e �NIOEL \I� ` _ M10 EY yy
\ 3 agN, - \
D.``%
M _
atD MATCH �t-
, I as `T
uO FF
L .. dl. I I
•l,pp'',''��jlf� ...-_ YS _ _ wiaaaroc
F
•, -A) ODSULLDNIG ___-
7ING ^/ _ TI tETel N 1Mtl
• .ue _ e_
(m sEPs) .�• (nsTEPs}) _
�`°3 � 9zD-" pA 1 Ott __ ""
SLTI`EXCE • � _ 9]0 _ ____ _ _
\yN�. "!'� • - aas �` ny{ L _�I_7� L_--1
qM
..••• ��[[ gy wq N11 r�4. rN • .r �_-Ji
�Y3:•l
y.. •• • _ - B.� 1 aaY
-- — - \ r I
\ '
., r
I I
i
A.L J L
I
SILT N N r--_y r r--� r -r--i
r - - - Nwe�c,,eE'.M.n PmECIIaY !
\
A.
, r L-- W•�-y--Q1LMPi _ ___
• , IV
___
mo
---------------
9_ _I _ ----------------
•.• CE ___� OILS
_ _ _ _ _>- _
— _ >
_ e
00
---� ,,
GOMERNINC- RPRICIMA21)i8 ;,ate " y`` _„'_ A T • laa
ai •TOIa i ,s EIUSTING PRGPOSEp I. THE SIEST EPTIM AN nE uwNEwTA DEPARTMENT of - /-- - (TTv) • C /I, m OIL
PMTEANT IRE - - - iXµTRUCI TR1 E THE
$W CNA MASS 11 - _
EASEMENT N/E CMSMVCTM AXO nIE CITY CF p1µNAS411 \ \ \ `` _ y-� ��/`-` `\'a • ` /
Pmus PAYflpIT L THE LATEST S \ _
911MN , E,, MINT i - 2 UTHE. LATEST US ON 6 EL YYpESOTA YYIUK P1 \ *� �� • �� • /
0 IS 311 80 CObEtE Yam. i - UMFQOI 1R.1R1C CW1R4 O[1i5 (NRI1C0). -`/� `" ' •, /
-- > © 3. T1E LATEST CATCH M THE PTY ENGNEERS ASSEEATW \.\ ``�>���� r / ENTRANCE
(IN FEF� � S _ -� a MIN
NEsorA (LEAN) STAADAw SKOREATENs -- \ \�\ ro•->- l `` ^ ur. \ �\
r \ \ f Q
wTET YAN — _
BENCHMARKS °»O RG OUp BEER OPC 7g 'T "\wx-\R p 05 MATE UNUEPONAND SAs - GRN�INC- N07'FS ARRA C ATTON \ _
OwbQAO EIECIRC —+� — I. NI
CMSRNCTW ENTUNCE SILT IpCF. A1q EYSIMG p5T)Rgp NEA 23 Al \ Ipk.B - j ' `•� Y
1, NINNESOTA OEPARIYpi OF 1P.W�)RTATM ,� �Y,/,/, NlT PROT:CTQ1 5»AU- N WSTALLm MOR N GRAONG RV�S�cQ)w.B r _
GEMETE MONUMENT KRTGL CONTROL pA' ( CWSIRUCTCR, y0 STAU 9E MAINTAINED UNTIL THE SITESUF.I M (
------
HE •1032 Ar (GSD STATM /nwsz) MANHOLE M'DISINTy) HAS BEEN STABRI EtlSTXG D&fAMCUS: {].863 I INV (N)-9)B B_ - - _ \ 909 s RtOPOSE0 IMPMMQUS: p,501 SE MV (E)=9l&6 \
ELEVATION . 99t.3ea (HAND m) SATE VALME w z CMTNACTM SIINL nnn XERIEY THE LOEAnEHS Ax0 Nv fw)-gm \ �"\-'%D>�>,
��- IaEt w E ATSAAESHMEMS CF EOSTIMG UTunES PRIOR TO THE START d• \ R _
arc NRE - THE � IAMEDT ,TTELY � pC ESX� tg16Y
T¢ENOE eoz a VANAIICNS FRM THE PLAN. 91bRL)GT&R roNsmaRA'rtoNR
cuLeeale TWm GAS METER 'o
y CMTR.ACTCR SHAU- STITP, SIOCNPRE AND RE9'READ I. THE SITE IS -XATED NTIRI THE BW»GRIES a
G1A1w1 NAr SUFACATENSES- O N NU- i0 PR ED A NWYBY IL 8H Ci YI ENµA CHEER WATER91E0 pSTLCi.
Y/FSOCE •d SERHU) L My pSNRBF➢ AGEAS THAT Y61 BE $COOED. \ _
fEMLE —. —. — � CR LAMYAf£D. 2 ME PnCPOSED CONSTtUCMXI MiLL RE4AL M A NET
' O DEMEGM IN IYPERNWS SURFACE.
IP CONTOUR —IpLV— A ALL pSTURBEO Al1EA5 MUST D- STA&EIII➢ ERA i \
S IRIRUR _yN� CAIENGRS OATS EHHA UNTOy E5TNR91NG tvCRN HAS } NET M THE PN 11M CC AS AM NLL RESULT Nw TE A \ \
pIS ELEVATIONS
MN 1EYPMARILY Cq pSRYAHENILV �99. NET DEEREAY M UINER OR HE 97E NO $TCNEIYAIER
TRFwTYENT IS 9EpIIREp Epi T»E SITE \
(C<Nd BEVATYNS r ,. y S ALL DD S X B MA» AN SN,YL HAW 106U' T GT.I
KnowC WI13I'S ore you 'ME TO SILT EaloNCE -� ERO9M U'NTt0. &AYNEL AND SEED, CF 1SPROYID EWAL A LTHEM GYPS USTISHOA M THE RM 5»NE BE INSTAIIFO AT THE
E
Call before you dig. SILTHENCE )UNAnoNSX THE ON THE .01C N0 MNNTAINm EM E
CONCRETE WASHOUT R
MATERIALS STORAGE AREA
(PROVIDE SIGNAGE)
_v
INSTALL EROSION CONTROL -
BLANKET ON OUTSLOPE S
EROSION OCCURS (TIP) /
N INSTALL k MANTAN
SILT FENCE (TIP)
0 m 60 H2O
(M MEn
BENCHMARKS
1. MNNESOTA DEPARTMENT M MANSPGR{AnGH
GEODETIC MONUMENT MERnGL CCNH0. DISK
NAMED'IW2 AY (GSID STATION VN52)
ELEVANM = 991.JS1 (NAND BB)
GENERAL INFORMATION
WNNESOTA5 CONSTRUCTION S{GNWATER PERMIT Is AN EXTENSION LE THE NATION, PDLInM GSGHARGE
R
EUNNATM MIEN S{ONMWATPROGRAM, NNICH IS PART M ME MOSERµ GLEAN WATER ACT, REWIATED
PARTIES MUST DEWLOP A STMNWATFN PGWTM PREIENTCN PEW (SORR), THE ANION PROWES INFMMANCH
M ME EpsnNG .0 PROPOSED SITE CONGnMs, MAMW MEASURES FOR SIWyWATER PGLUnM PREMEMnM
9ffGE, GIBING AND AME
N CONSTRUCTIONND N
ERSIFON, AURAMNANCE AMID RELATED m NE
PERMANENT STdtuwATER c.swucn.. MANAGEMENT SVSIEM. THE SYPFP SHALL IN KEPT ON SITE AT ALL WES WARNS ACTOF
PROJECT INFORMATION
PRO.ECT NAME C.WP TMAOgNA GWO HALL
PROECT LCGTW: MANHASSEN CARWR COUNTY, MNNESOTA
PROECT OWWR; CAMP FIRE MINNE9]TA
RESPONSIBLE PARTIES
ME (TRADER MUST IDENTIFY A PERSON DOMEyQ,AgE AND EAffPoENCED IN ME APMICATON OF ERO9M
PREVMTON MO SEGMENT CONTRW WFS WHO WLL OMERAE ME IMREYENTATM W OF ME SPP, AND ME
INETALIATON, NSPECNM AND MAINTENANCE M ME ERONM PRE4ENTON AND SNMENT CMTRO BNP'S
SITE YANAGiR
TRAINING WCUMMTATM:
INSPECTION RER6.YNTATML
MANIXG DOCUMENTATION,
EXISTING SITE CONDITIONS
ME SITE IS LOCATED NORM M T.ADG?A MORE .0 WEST M NA FWE BWLE/ARD. ON ME WUHEAST
SAME M LORE NAWRE9HTA N MAWAS¢N, CARWR IXLNtt, MNNESOTA. ME SITE 5 WORDED ON ME
NORM BY PAIMUW, ON ME EAST BY HAZELTINE BWLEVARp, M MWIM E SBY TANADOLNA DRIVE, AND ON ME
WEST BY LANE MNNEWAMTA
ME ENTIRE SITE BONOMY CONSISTS OF IPMOnYATE,l IDAS ACRES HGUEAFR, THIS RAN ONLY CONSIDERS ME IMPROVED AREA OF ME SET M MO AROUND ME MSTIRG CAMP AREA THE PROPOSED DEME2MMENT AREA
CONTANS NPRONYATRY TOM) ACRES M IMPERNWS 91RFACES, INCLUDING WILCMGS AND DOW AREAS
ME PROPOSED OE OFMENT MCA HAS A ROWRG TMGMAPHY, MM EREVATMS RANGING FROM ION] IN ME
NOUN AN. MAN, PMnWS of THIS SITE DORM TO ABOUT SEND N ME SMITH. THE YAOBT, OF THE SITE
MAINS SOUTH TO TANAONNA GUYS. WH A SMWL PORTION MAININC .1 TOWARD HE COSTING PARK ALL SIMYWAIER FROM HE SET: ULnMAIiLy MAXS TO W(E DB.VHEWASH TA
PROPOSED SITE CONDMONS
CAMP FIRE MNNEWTA BANS ON READYING ME EXISTING DOING .ALL PANG DRYING AND PARSING AREAS, AND
PARIAH. AREAG
COMBRESODY
AFPROCUAMY 2.l ACRES LL BE OSNRBED.A AFTER MEGA�S RENHSHUCM PAN MENPROPOSED PL.WS
ME G1E MU CONTAIN APPROXIMATELY 1.091 ACRES O IAPERNWS SERFAGE
BIMMWATR MYNACE PATTERNS ON GET WLL ROMAN WNLQY MNMAx®. HE SITE NM BEEN PEORCNLY
DEEMED W AS NOT TO NMEAg OPERNWS SURFACE AND TO YORC CASRO DAMAGE PA1Tl RE TO nE
EXTENT PGGB . ME ST IS LOCATED WHIN ME MINMENARA GREE( WATFSIm DS1RECi (MONO). S TO M MONO NNIES. BECAUSE ME STE DOS NOT DISTURB MORE MM 5O PERCENT OF ME SITE AREA C). BASS HOT
:NCREAGE IWE"OUS SURFACE NO MRUYE REWCTCH. WATT W Wtt TEATgRT. M EA A CONTROL 5 BEWIRm FOR
ME A'E.
SOIL INFORMATION
AT ME TIME O MIS REPORT, NO SOIL BORINGS WERE AIAU ACCORDING TO THE NRC5 WED 5GL WRWY.
.SETS SEALS CONSIST ARM." M LOAMY $GCS N NE RmHoUNJC $GL GROUP W. NO; MAN 91OID K
AMpDET OH ACNK ML BOUND INFORMATION E/IOp AVAGA&E
BASED . EIEVAnCNS N AND ROUND ME SITE, GROUNDWATER 5 NOT MTCRAHD m BE ENCWNTFFO WRXC
HE COURSE 7 CONSTRUCTION.
INSTALL h MAINTAIN _
R O-ROLLS (TVP)
i�
% 11
I
INSTALL AND MAINTAIN
ROCK CONST. ENTRANCE
AREA OF POT
MEASURES 91µ1 BE IYPIEYENTE➢ WRING
RANG FOR LOCAnWi
1. PHASED GRALV»G
TO ME EXTENT FOSSI . GLINNG SHI BE PHASED m MINmS ME ANWNT OF OSNXBED AREAS
OWNS SETS CGJSTRUCIICN.
_ z TRACKED SEDIMENT
1 ANY SEDIMENT MACRED FROM TIE 9n: SAM THE STREET 91ALL HE REMOVED ANEDAIILY UPON
_l DETECTOR THE RMN CONSTRUCTOR ENTRANCE SXALL BE INSPECTED AND REPASSED F INUNDATED
MITI SEGMENT.
-, ]. $nICKPNES
SICCWIE$ SNA K PEAGED IN AN AREA THAT MI UMMIIE NE NEED FOR RELGGTM SEAL
'N STG]YdES 9W1 SE STARUZED "FAR T DAYS OF XACTNtt, STMSUUTM MEASURES SHALL
WSIIpE, BUT NOT UNITED TO, SEE➢HNG AND SECT FORCING TEMPORARY STCGdRES MUST NAVE SILT
FORCE CN OTHER EFFECTIVE SEDIMENT CONTROLS AND CANNOT GO PULED IN SURFACE WATERS.
NCWDING STORMWATER CONVEYANCES %CH AS CURB AND GOTTEN SYSTEMS, CONDUITS N DITCHES
P. TO 5GL
UPON
WAGING LUIR£11CN, A WNIMGM OF B INCHES OF TCr SEAL SHALL BE PLACED OWN .YL
DEFORMED AREAS, IXLLL9ING PROPOSED STREETS AND PMRIING ARI
5, CECOMPACT04
SURFACES CWPACTm WRING CMS7WGSCN AND REMAINING DIMMED PERVIOUS AREAS MOST
---"---- BE XG0NPAC7EO THROUGH SOIL AMENDMENT AND/CR RIPPING TO A DEPTH CF III MG16 Wu
TAXING CARE TO AMD unurES. TREE ROUTS AND OTHER FASTING YEGETATON PRIM TO OHµ
ISTAI1 NLET PROTECTION REWGETATON OR OTHER STABIU2ATION
RIOR TO CONSTRUCTION IS RESTMAnM
np) XL DISTURBED AREAS NOT A"WI-Y WdLR➢ SRALL BE RFSTgim ON SEES AND NULGH, EROSION
CMmW BUXKET AAD/m MG MMm T OAYi
T ACRES
N ORDER TO Y.UNT. SHEET 11. AND MXIMS WILLS AND/OR GALES MORE SHALL BE MG
MONOMER WORE MORI LT GREATER MAN 15 FRET FOR ADPE$ MM A GRACE OF 11 M SIFPER
m� B, DRAINAGE DITCHES
ME NORMAL NETTED PERIMETER OF µT TEMPORARY M PEAMMENT GLVNA(E DITCH MAT MANS
WATER FROM ME 9TE M DIWRTS WATER AROUND ME SITE, WST BE STAWU2m A NN REDO LMEµ
FEET FROM ME PRMERN m(E, M FROM ME PONT M NS ARGE TO MY SURFACE WATA
5{ABEIUTM MUST BE COMPETED WHIR 24 HOURS OF CONNECTING i0 A SURFACE WATER.
P. PPE OUTLETS
^ i PIPE OUTLETS MUST K PRGNDED ON 1EVMARY M PERMANENT ENERGY OIs9PAnM WMN 24
HOURS OF MMNECTM TO A SURFACE WATER.
IOGTM WARS
NL CATCH BASINS 9ULL BE PROTECTED ON MAST PROTECTION OENLES AFROWD BT ME LOCK
GOWNING UNIT. THESE 9ULL UMI WT ARf NOT UNITED T0, MUM PROTECTOR OENCES
1 REAUSA E PROTECIPJN CEMCES FILTER FABOG 9O RGLS AND STOW BNES.
CMSMUCTON COST 9HAA1 SE CONTAINED TO THE WENT POS90LE W ME SITE BECCUES
EVC®WI-Y CASY. APPRMWIATE MEASURES 91.NL BE TUON TO REDUCE COST BEING TRANA'CRTED
FROM ME SITE MST CMTWX MEASURES IMMUDE. BUT ARE NOT UNITED TO. WATEMNG AND
mom. CKGUM CHLORIDE APPUCAnM.
n� IZOEWATERRG
1.. IT 5 NOT ANTICIPATED THAT DENATERING WILL BE IEgNIRED FOR THE PROPOSED PRQECT.. HOWEVER,
T BECOMES. OE'MAT, NG ACPMTEs SHALL K CONDUCTED MH AND APPRG.m BY THE CDCµ
GOVERNING UNIT. IF MORE WLL BE ANY DEWAlMNC M BASIN CRANING THAT MAY HAZE - -- M
SDIMEN LNpN DISCHARGE. ME WATER MUST W GSMARG:D TO A TEMPORARY ON PERMANENT
SEGMENTATION BASIN ON THE PROJECT SEE WENEWR POB$HE APPROBATE SUPS SHAH BE
_ USED FM MACRON AND SEGMENT CONTROL SSW ENERGY G59PATM.
` \ v 11CMSTIUCT AI MATEMµS AND DEBRIS
CMSTRUCTM YATERIAJS SHA l BE SICEO IN AN MOERLY M4NER AW M AM AREA THAT WLL
MNIMIZ CMWINNCTS MOTHER CCNSIFNCTM ACTMTIFS 0.\VSTHNCIMI DHTS SUSS BE
CMT.MNED IN WYPSIEBS µ0 REMOVED FROM THE SITE AS NECESSARY.
IACIODCALS
CREM S SHALL BE STgED M A SAFE AREA IN SEALED CONTAINERS MM ME 01I TALI
AND YATETBK $AFETT DATA SHEETS AYAAA
159WU5 µ0 CONTARMASON
IF FUEL- OIL M A HAIAROW$ CHEMICK IS SAILED OR CETEDTm COWING CONSTRUCTION ACTNTES,
ALL APPROPRIATE AGENCIES SHALL BE IUUEW E-Y NOTIFIED. MCUUGNG, BUT NOT UM17D ED. THE
MNNESOTA Wtt GETCER AT BCG-f22-OAB
WETLAND CONSIDERATIONS
MCOORETE wASHWT AREA
MERE ARE NO NETLA.VOS CUMIN ME PROPOSED OF.£LCPWENT AREA OF ME SETS
PEFNFT ES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL UWIO AND SCUD WASTES GENERATED BY
STDRMWATER WATERS
WAW WT OPERATORS (EG, CONCRETE STOCGO, PANT, FOb1 RID -EASE GIM COMING COMPOUNDS AND
FROM F
ROM THE E
ALL smRMwAnF FMSITE Muxs TO lM3 MNMYwA91TA
OTHER CONSTRUCONSTRUCTIONMATENu) RELATED m THE CMH SUCnM mttMMOSTACT. PERTTEES MOST
PREVENT UWID AND SKID WASHOUT WASTES FROM CONTACTING ME CROWD AND MUST DESCH THE
$PEG AL/MPA REp WATER CONSIDERATION$
CMTANIONT SO IT DOES NOT RESULT IN WJNCfF FROM ME WA9HWMM T CPERATS AREAS
PERMTIEES MUST PROPERLY DISPOSE UWID AND SpUO WASTES W mAPUANCE ON MPCA NUTES
MUM CRM IS LOCATED APPROXIMATELY A,CN FEET SOUTHEAST M ME 91E MIS IS UGE:J AS AN IMPAIRED
PERYI TEES MUST INSTALL A SIGN INDICATING THE LOCATOR WASHWT ME WAS WT FAGUTY
WATER. W WA STONNR FROM THE 97 M. TO BWFF CRECA. AWITMµ DINS CW WCE WYFG'ATE
STA9UUTM M EXPOSED SOL AREAS, AM CWPIEIE STABIU2ATM WHIN SEWN (1) CAIEADAN OATS AFTER
CONSTRUCTION ACTNTY IN THAT PORTION O ME SITE TWACRMILY M PERMANENTLY
POST CONSTRUCTION
WHEN ME SITE HAS REV GWPLETELY CORSTRECTm. ME 97 MUST UNDERGO FNAL STAWU2ATON.
GEAEES .0 TEMPORARY
SEDIMENTATION BASINS FOR CWMW DRAINAGE AREAS M NK (5) ACRES W MORE,
FINK STARIUTATM OCCURS WEN ALL M ME SWAGING. INFRASTRUCTURE AND MNLpRG ACTNTTES RAW
MEN COMPLETED, TO ACHIEVE FINµ SFABUZATW. ME FOLpwxG MEAGJRE5 SOUL BE COWERED
$TORMWATER MANAGEMENT PLAN
ME MPCA CWSMUCTW 57CRUWATER PERMIT REDURE5 WATER W.WTY TREATMENT FM SEES THAT CREATE
T NL OSNRBED AREAS WITHOUT PERMANENT IMPERNWS SURFACES 9ULL BEDECWPACTED AND
GREATER MAN WE ACHE M NPERY.1 SURFACES ME NOW) REWIRES SITES THAT GSNRB GREATER MAN 50
STARNED 2BY A UM'FON PERENNIµ WGETATK COMER, AREAS NOT RESUMING SOO M EROSION
PERCENT M ME SITE MIS INCREASE IYPERNWS SUREACE AREA TO TRADUCE VOLME REDUCTW. WATER WAytt
MMM.
CON{XG ,IEL WAIT BE SEEDED AND ULGHEp
HEATMENT, AND HATE CONTROL ME PNCRGY9 GTE DOES NOT OSNRS GREATER MAN 50 PERCENT M ME SITE
OCEN NOT NMEASE SURFACES HTRGF , NE SITE 15 NOT REWWm RIONpE AgUMME
z $ELN4HT iTW CWMMAVCR$ AND TEMPORARY SmNpiATM BASINS THAT NE m BE USED AS
E NEAHRES NOT: BECAUSE BEC O
REWCTM, WIN
W.WEA MIN
M gSU CCNACE.
PERMANENT WATER WWItt MANAGEMENT BARNS SMALL R CLEANED MT. SOCMENTATON BASINS
MIST,
UROHAT
A I AN SOUR
SURFACE, PRCppSm UL
RAZES WLL BE IEyS MAX WSTNG
ESE
WLL RESULT IN A DECREASE IN INTO
SHALL BE %MCENTT C V) WT m RETURN ME BASIN TO M9M CAPAMY SEDIMENT MUST
CONI
APPROPRIATE GYPS ARE PRCRDWO i0 CWTRCL ER04W WD SFDMpT FROM ME SITE
ENT FRA
R STMUII➢ TO PREVENT IT FROM BEING WASHED BACK INTO THE BARN M CONVEYANCES
OSHAPpNG OT-SET M TO SURFACZ WATERS,
PRIOR TO START DF CONSTRUCTION
STOM Pq MEASURES SHALL BE WPIFYpIm POOR i0 CMSTRUCTM.
ME FLED
y WHEN STABIO2ED AGETAnM HAS BEEN ESTABL91m OVER TD PERCENT OF ME PERNWS SURFACE
GRADUNG
EN CH CORM
REEq m MAITNC MO ERO9W CW1N0. PLANS FM LOCATIONS
I -AN ION
SYNTHETIC TEMPORARY Efl09M AND SEDIMENT NNM0. MEASURES SEAS` BE REUOV£0 By
ME MOTOR
ME CWTCTM. THIS WOUCES BUT IS NOT UNITED m, SILT FENCE THE ONCE ARO CATCH
I. SILT FENCE
BASINNIET PROTECTOR CENCES
9LT FENCE 9WL BE WSTAIED AT THE UNIT GP GRAONG W My ELL SUCK, M.DnWA 9LT MADE MAY
BE REWIRED W OUT SUCK AREAS 9WAI-SC FORCE 9LAI-SCBEC NSTALLID AROUND MY
NOTICE OF TERMMATDN
IXFILHATW/Ri-TRATW PRACTICE
ME PERYITEE(5) MUST %%HOT A NOTICE M TERMINATION (NOT) TO ME WG WHN . DAYS AFTER
ENK STA9U2AO Is COSTS M ANOTHER OVER/0"I (PERNTIFE) HAS ASSUMED COUNCIL
z ROD( CWST OGRM FNMARCR
OVER All AREAS M THE 91E THAT HAW WT UNDERMINE RUM. STAGUUIIOI
ROM CMSTMUCTM ENTRANCES SHALL R MS{ALLID AT ME FIELD MTRARFES m THE SITE
1 CATCH BASINS
INSPECTIONS It RECORD KEEPING
ALL CATCH BA9MS SHALL $ PROTECTm AN INLET PROTECTION DEVICES APPROWD BY THE L GOVERNING
STMYWATER PCULTM RH`hNTM INSPECTIONS SHALL MOON ONCE EVERY SEVEN (J) OA5 DLBNG
MART. MERE SH41 IHCWOE WT ARE NOT LNTD TO. MUM PROTECTION QENCES WETALFE PROTECTION
ACTYE CMSTNCTM MME D WHIN 2A HOURS AFTER A PAINE, ON, NTHANN EATER U5 rNCNES N
ARUM INBRED MAY R CEASED WTA1G FROIIN GROUND ONOTMS WERE WEARY HAS BE']N
OENCES FILTER FARMS BAT ROCS MD $TUW SAES
y5pE1NCEp pIE TO MASON GROUND CMOTWS ME REWIRED INPM ECTS AND MAINTENANCE MUST
A. IEYPMARY $mIYENTATM BASIN
TAHE PACE CUMIN 24 NWflS AFTER RUNMT CCWRS AT HE PE M PRIM m RESUMING
WNGE RARE (s) M YORE M DMSNRBm SEAR A IEpMMT (M
A NWW LME
WNSTWCIJW,
CYENT BA9x
GASH REM TO U LEAVING CO. SITE M
PEERING
WIO£MTR COMES FIRS{. WMW ME COURSE: HE CONSTNCTIOA IT MAY SE DETERMINED THAT
CNTRING SURFACE ME M NARY (O
WATERS ME (M PFANAVmn SAGAS
NE T) SAG EE ONS DIU
CMSTNCTT ARD MACE
MEASURES MAY BE HEEDED, M CERTAIN YE{RAPES AND
NOT OWN- S WAW POLUIN
IONC START O
CPERATW AL CONCUR CRT MH NE $TMi Cf GOAL DISTURBANCE THAT IS WGFAOEHT M ME AREA MO
IS U GR
AMENDMENT
VIOL RIACTCAL m WST.W, IN MER G9$ M AYmOYENT m ME SAPPP SHALL BE SEALS AND
THESE
CCNTMWTES RUNOFF TO ME BASN. WERE ME TEMPORARY WIXYpT BASIN IS NOT ARANARE WE TO 11E
%FRAMING REASONS 9WL BE WCUYpIIEp N ME SMPPP'
INTATWS EWIVAENT SEGMENT CWTRCIS WON AS SI SEOYEAT BASIS MD/CR SEDIMENT MAP$
FENCES WOETAT E WEISR STEPS M MT APPROPRIATE COMBINATIONM MEASURES ARE HEMMED FOR
1. RECORD NAME M NSFfC1M ART OAIE MO TIME OF INSPECTION.
ALL DOR N ELOPE BOUNDARIES OF ME CONSTRUCT. AREA AN- FM MOSS SEE ACPE BWNDARES DEFINED
APPROPRIATE AS DICTATED BY RGIMMAL SITE CONDIGN& IN DETERMINING ANOTHER NSTRLNG A $YYERT
z KOCRO RANFu .AMOUNT 9NCE MOST RECENT INPScCTM.
BASIN IS ATTANAOE ME REPUTTEE(5) MUST CONSIDER W WC SAEM AM MAY MUGGER FACTORS SUM AS
SITE OURS, YGFE AW AVAUME AREA ON SITE. THE BASH .1 BE CEGGRm N ACCORDANCE W,Y ME
PCA COISHUCTCONSTRUCTIONFNNAIRS fM 42XYEN TAT.. ASPECT AOMC=••H- SIRUT3 F.
1 INSPECT POOR
CREQUIREMENTSM
RE PART OLC 6 THISYPCA CUSNUCTM $TIXiYWATER PERMIT.
SyWpT
A INSPECT IBM FOR IM,CGR £ EROSION AND SEDIMENT ACWMUUTON.
A INSPECT 9LT FENCE MO OTHER 1EMPMMY ER09M AND SEDYEAT CUHO MUGS FOR
DRDSON. y➢IMENTATU AND MANNCT.ING
8. INSECT FEARED END SECTIONS FOR ERICSON AND SEDIMENTATION.
C. INSPECT ENDS. INRNATU BASINS. TEMPORARY WDIMENTATON BASINS AND AL OTHER SAPS
fM ERO9U M0 SEO.ENTATIM
O- INSPECT SURFACE WATERS waVDING DRAINAGE DTCNES AND CONVEYANCE SYSTEMS TOR ENpENCE
OF SEDIMENT BEING DEPOSITED BY ERo90N.
5. INSPECT SITE AND ADJACENT PROPERTIES FOR CONSTRUCT. DEBRIS. MASH AND SPM15
B. INSPECT STMI AREAS FOR MICRON.
>. SCOWS RECOMMENDED REPAIRS, MNNTENANCE AND/OR REPIACMENTS REWIRED TO ENSURE SIMON
ANO SmM.T.MN CONTmL YEAAIRES ARE SUMOENT.
0 RECORD RECOMMENCED ANEXDN TS TO THE SKPP,
9. RECORD REPAIRS, MAINTENANCE AN./OR RFPU(9AEN15 THAT WERE CCYPIETED SINCE THE LAST
INSPECTION -
MAINTENANCE
ME OWER/CONTRACTOR IS RESPONSE FOR NE OPERATOR INSPECTION MV MNTENANCE OF ALL
STGWWATR POIUTON PREWNTON MEASURES FOR ME DURATION OF THE PROJECT. THE FOLLOWNG
CUMOUNES SHAH BE USED TO DETERMINE NECESSARY FEPYRS, YAINTNAMM ANO/CR REPLACEMENT O
THE ER09CN AND SE➢WRTATOI CCNFAX MEASURES
1. ROCK CONSTRUCTION ENTRANCES SHA BE REPAIRED OR REPUCED IF ME RW( BECOMES INUNDATED
MM SEDIMENT AND/DR EACESSW SEGMENT IS BEING MAIXED FROM ME ATE SEDIMENT TRACKED
ONTO ADJACENT STREETS SHALL BE REYOWD, MEASURES AWL BE TAKEN MARD LT UPON
DSWYERY,
2 SILT FENCE SHALL BE REPAIRED OR REPUCED MIEN SEDIMENT REACHES 1/3 ME HEIGHT OF ME SIT
FENCE. ME SET FENCE Is DAMAGED AND/OR ME SILT FENCE BECOMES NONNNCTWAE MEASURES
.0 . TAKEN WTNN 2. HOURS OF DBMWAY,
]. CATCH BASIN INLET PROTECTION DEVICES SMALL BE CLEANED WEN SEDIMENT REACHES j ME HEIGHT
M ME SEDIMENT MAP MD/CA REPAITN M REFI M) IF ME OENCE BECOMES NONNNCTDNAL
MEASURES SHALL SE TAKEN WHIN 72 HOURS OF GSCON.TY,
4 PARED END SECTORS SlA BE REAMED If DEARS IS RESTRICTING ROW M K SEDIMENT HAS
ACWMVLATED AT ME WT-ET. IF A FVAED END SECTOR BECOMES NONNNCTONµ ON DAMAGED. IT
SHALL BE REPAIRED M REPUCED, MEASURES SHALL BE TAKEN WHIN 72 HOURS OF DISCOYWY
5. IF SEGMENT 6 CBSERND OFT -SITE M HEAR SURFACE WATERS ME SOURCE Of SEISUENT SHALL BE
DETECTED AND AIXITMµ MEASURES MALL BE IMREVENIEp. ME PERMITE£(5) SHALL COMOINATE
SEDIMENT RETRIEVAL FROM SURFACE WATERS ON ALL APPIRRENU E AGENCIES. MEASURES MALL BE
TAKEN OHM T DAYS M DSCOWRr
8. PCNOS WEI BASINS TEMPORARY 9EDNENTAnM GAGNE AND ALL OTHER SAFE STALL BE
CtE M If DENG IS PRESENT AND/M EXCOMW =MEYTATM HAS OCCURRED, TEMPORARY MID
PERMANENT SEGMENTATION BASINS NOV BE DRAINED AND ME SEDIMENT REMOVED WHEN SEDIMENT
HAS RLLfD ME BASIN TO 1/2 ME STORAGE •FIMAE NO SEGMENT 9H,LLL BE ALLOWS➢ TO
WA ACCATE N RFlLMATON EA196 MEASURES SHALL SE TUMH WHIM 72 HGMS OF OSOMERY.
QUANTITIES
ME FGLOWING TABLE PROVIDES ESTIMATED WANTTRS FOR S{MMWATER PDLITM PMVGHTM
THROUGHOUT ME MQECr
J
J
0
F QZ Z
J WS Z 2
Ja ,COOP,
a Z C
a0z
W Z F
0 c
Q W 0m
v
SE W Q o x
x Lu Z M W
C a F
Ul as
L
v
REVISION$
GRARMSY
FIR
pE5{ 8y
TO
TSYHE RAN:
SMIM9
nuM urtfi uue on M. v4NNM
sN� mu prtOvANine o-wMAmy
RZ
ran' Awn r. RAMNn. R
OM: Wll/19 Uxne a: A50B9
C5
7
CM Y
Rwa
BITUMINOUS PAVEMENT SECTION
I.B- BITUMINOUS AFAR CCURSE ($PN£•330R. MOOT y O
r1CN WIT
I ®rlLexaJS 9ASE CQJRSE (SPNY/.sml. MMooT zwo
6' DABS s AGGREL.SIE 9A MOOT 31M
APP�BOV6Fp yJBGRA CU FABRIC. MOOT iNE V
'NMAL PAYEMENr XiXWN M BE YFAf IEp er OORUMGLL ENGINEER
GRAVEL PAVEMENT SECTION
cuss s AcrnEwft BASE Yxoor s186
� eIE ofE� FARmc, wppr rwE if
RINAL PAK NT OESIMS RI BE YERIFlED 91 GEOIECNKI.L fNDNEER
1 PAV�M9NT SECTION
CS ND scALe
�y C"IZ 11
!'s [A�YPASSE9
CONCRERE WALK
Pgi1LANp 'SLEVi CWCREIE. YNWr3t]9
2N11
T
PROYEO SLBCAApE
II PkIEYENT O .l TO BE VEMFIED Br' LEOiEUAYc.4 ENglEpf
CONCRETE APRON
P AiiiS 5 GORDOA COXOEIE MOOT
31 }yli
6' uwg s Afl]i<OArE BASE. Wppr JI]B
APPROVID 91&XIl)E
'Ph. PAK' T OM.S TO BE HPrSIED BT GEOrECMHCII EN I
=7tt�t
G
C 1
O
J
BYOS
wig ivP!CPL
MEGALUG
LOCA➢ON
m Li+Pll'ENpG RPMIYEM ti 1009
A�Bp
pU�IyIpI �O��Fpry MANHOLE CASTINGSeJ
CIlNI➢AHHI AND 005 DETAIL
E".DNEEfIM OFPMNENr -- 2tt1
CIT10C
OWL
95OOC fIS�J�Mop[i�w��Yle
�iS of N• Slm
IY- _
MOOI
a
6'
R Bxe
ax riou
Bc' pnu<a S "
Faa3•ivn•ts
wem s,.A.v
® 110°• v,fia,
�. G9n•e M
- o Y„„, ow.
C�IEf PIPE C PIIP
FOR P.VVC. . PIPE
ENGORSBMG OIOAMO NO 7
REVISIONS
SL£ No I oI:r.
:.r•W onNP�9Yrs �. �
s �M IauonT Raaeaa PEA �
- � t9 Den ayB9
C6
/of 7
SHOWN AS TYPICAL
At
l
oNFL wm
R: F GI
cm Of
fl4�!I�EV
VAARS
MIES gRADING GRADE
MISS
PROPOSED FIMSXED GRADE
rEGSTING GRADE
-uulT GR su6rnADE Exuv/.naN
Y�1FPoTu CKE1LL
Aw f H+
IVCN-SOECT SAGA) L MATERIAL
ANON-SEtECi
SAORNL MATERIAL NUAL AII `r COYPACTEG BAIXML
COMPACTED BACAnl A.
BOridl 'S UNSTAOLE VAIptlAL
3 I SUBGRADE CORRECTION
C7I NO SCA-=
TYICAL BITUMINOUS PATES DETAIL
.vs.'i
x NE^'NPX "aP a.'f16.Q AGTr<GT
PGA
G DIEM PA J CMTK^Uc F TA9 [pp.E'ry
ItZ
QfTOF
aw
RACE A-. ! -
WATER
EXTEND 6' PVC WAMT,
FIRST R VATDON.ME
EWST Ftabi 1
CAP Y`IEQ $ERNfii ` ILL B' PYC HATER
S]6B_FLOM MfST FLCq \i1 Iri
WSTNL Z X 2' YARNING POST
Bry BENo
90' ROw 0
4 1 UTILITY SERVICE CONNECTIONS
C% NO SCALE
Tl_.
x rum
�w iv .ls 3 PmSB+e.
�-
Sa .armala
, T .
;AA
/ S .W A4 WHrNq la
} �k
A . 4m
Pak5r�6
lEaffOF r
_
iW U;
X
w6BASQ
.
i
AUNG
CE YO NOS I- -
O.SNATe� er 11E MF -
L
I'
7NI�1T,6 J --
YR
mQam
M
}
*A,-1
r F:A-� KNLAs>wxti�g
1 ww %i4E_
s -
�1SRI
I
JY
-..U.I. C, S
COC SEOOL'Vi�•.
Val{x.
QII9f
CBlY9ASSE1
CASTING sNA11 BE MARRED souITART M CD (CLOAK tlln
AS APPRGYED BY ENGINEER
NEENAH R-191 -A
PA, TNMACED PWG
FBNSHFD (iiACf B- CONCRETE PAD
1'
NOTES.
1 PREPARE SpL BEiGNE 06TALLNG BL/.NNEIS N2UCNC APRUC'ATW
OE UME. EENTUZEA AND/M MEG
3. BEGIN AT ME TOP OF ME (OR CHANNEL) BY ANCHORING TK
"AC
IT
BLANNET W A 6' DEEP R 6 RIDE TRENCH. BALKER. AND COMPACT
ME TRENCN AITEA STAKING.
} RIXy M SUMINEI$ DO1N (STANDING p0RN5TREAY PROCEEDING
S. RflU
UPSIAEW) NcNZONTAU_Y ACROSS ME it. .
wl4
C ME FORCES CP PARALLEL BLANKETS MUST BE STAKED NM A
PVC
..,.U. A' OYEALAP.
5. RNEN NANKETS MOST BE SRICEO DOMIN THE SLOPE PU(i
MAI
BUMAM S ENO OHR CAG (SNOE S"U" RIM YAMMUM ST
OVERLAP- USE A DOUBLE RON OF STAGQAED STAPLES ( MART TO
t SLOPE
MO RE BLANKEM
NOTES,
6 IN Mq ELOM CHANNEL APWCATW£ A STAKE CHEON S.OT M
- ALL JONM SHALL BE MI-MENT Nl➢ EXCEPT AS NOTED.
RECOMIUMED AT b TO AS EDGE INTERVALS. USE A ROW OF
CLEW CUTS ME RECURED AT 1OT SPADING AND AT
STALES A' MART OY ENTRE WOM OF ME Cl N PUCE A
CHANGE OF DIRECTM.
SECOND ROW A- BELOW ME E1RST RGR Al A STAGGERED PATTERN
- AU- CLEAN GOES BN.LLL BE EQUIPPED MM A MOST SLEEYE.
O CUT SIE STALL MATCH THE SIZE OF ME YAW LINE POPE FOR A NCH
]. T$ TERMINAL ENDS CE ME BLANKETS MUST BE NgIMm N A fi
DIAMETER PIPE RM SUAUUER DEAN OUT SIZE SHALL NOT BE tE55 MAN 6'
DEEP A S' 'RIDE TRENCH BACKPLL AND COMPACT THE TREfJH
DIAMETER FOR MAIN UNE ROES URQA THAN A IICN OAOMEER.
FTER STA PAS
1
I EROSION CONTROL BLANKET
2
SERVICE CLEAN OUT
C%
l NO SCALe
C%
NO SGALG
I. TURF ESTA6V9yEM SNAU- APRT TO 41 DISTURBED AREAS AID SHAM SE
&COWING M W1001 STRADARXI SPEOFIUMNS FOR CONSTRUCTION (.MST EOTpI)
EXCEPT AS MODAM0 BELGN.
z. MRF ESTAB1IDHYwT SHAM OCCUR AS MON AS ROSSINI BUT IN NO CASE
MORE MAN T DAM
]. SEED' M.DOT OXMRE Z 111 AT 60 ADDRESS PER ACRE
4 CORI SEED: SHALL BE APPIED AT T THE NMYAL RAT: JUMIR
NOyEYBER 1ST
5. NULCH: TYPE 1 AT 2 TINS PER ACRE (ASK ANCHORED).
6 EERMUZER- TYPE 10-10.10 AT ING POUNDS PER ACRE.
S TURr ESTABLISHMENT
CT NO .CAL[
Tree#
Callcer
tree
S/R
TREE PROTECTION FENCE
_
PLAN '
/ �� TREE DRPLNE.
- SNOW FENCE OUTSIDE OF DRIPLINE
SEE SPECS.
`
- _
3.i. EXISTING TREES TO BE PRESERVED.
ELEVATION f TREE DRIPLINE.
r C'J
4 c _
\
�'n SNOW FENCE. SEE SPECS.
. At
y Y yERECT PROTECTIVE SNOW FENCE PRIOR TO MIY CONSTRUCTION VE AREA.
C i0.DO NOT STORE PNY EOUIPMENi OR MATERIALS WRHIN PROTECTIVE AREA
/_OPERATIONS ARE COMPLETED.
t `p� a RA REMOVE THE PROTECTIVE SNOW FENCE ONLY AFTER CONSTRUCTION31
d - t T t_L1— AR - �� �� -
_.nv \ u ^— o l _ ��0._
\ ^ — •• 1 "_b.
. MR .. _ _
S - - q V -
�y `� _ _ /ta\t I� --_ _' ____
�n _ — ^ ^ m
t X.
X-16 - �J�" vl_ '+ C""' 1 _ ___
_ ^ �(rMt.
- � " %�'n —� 9\` _
XaL, X•n la '•' w V,w XI"K" .1 `�
H. w fRial'' x •� \ `� q1 ___ G� L \
,ra vl '•'p SJ'L
"' m �eR w'N'Ycwa�s --_�, •• \
In 're �y eee `ern\ •.
n• I•• �«
'•' u m y 'D'`
,am Xm
' 'y \♦
w R �\Y
° ' d" \, tl
la Ha s•� }�
•\.\ �s
• e ' ( �m• .v. #p
..:n• .,Dote
-,4pa h . ILM:az
=TREE REMOVAL/ REPLAC EM ENT SUMMARY
f
PROTECTED INOIVIOUALTRfES. THE WLLOWIHG TNEFS ME PROTELTEO, AND SHALL BE PRESERVED AND -
M4IMAINEp aCCORpNG Tp TNESM.NCaflOs Li'w .. V
II SGMIEICgM TREES. WMIp pqE gXYTRFFIIXCF➢I BOR EIDERS, POgAR. WIIIAV. ELVER IMRF, a /�
MAQLOwST'TRES, WHR MEAN4REENSapgr BOA EWERS, M[M,WWO1INCHES O uE, .
\ :.face/ •/ ilex ~�
(2)1KWOUSRTREFS,WHICHMFgHY DIAMECERgOFEEDERS,POPIAR,WILLOW,LLVEON MORE
BIAIXLOCUST ANO MUIBFNONANNRp ED£ DBREAST NEIGHATISNC301N[MAMEF RM
-
(3)4NYTREETNAEMENo WNTHlSAR PRWEO MBEFTA ONDODOATISNE[ AtoW O; p. MEETTXE \��`_`�/�� --.face f / err i4
PIANpXG REWIREMFMIS OFTNISMTN]F;ORB. MEETACONpriION OF gPPROVpLCFTNE DfVELOPMEMNWNI[N TIF IAHGSGPE MNAP%1F5� l .� a as
. ���`` ��``/ a f M/MA
m
- \ ���/`` •`'` j -
_ =\
�_� ._ .. ,_.--w.... a��� _``\k )V \'\ _
J �'
�_� ] `\ � \ �w -
- - - �� y 1N }
'�' e� `SSeE
- ..:_� .. _ .... �_ —_
•vID-vms
.~•�.••-•.• �•. •. -+•p Nce, \"A4', �
` .-._..'- `
4ya'
pFUOWUSTREESREMOVEO
163YM (4igEE5l4edbM11 - RRERIACEMEMTREES
1S2odbX IIDTREESP 1624MI - 4pgE%AO:MEMTRFF$
p304M TREES 19itlM1 - f0R i
4.3 DRN.E.MEMTREIBES = %TREES r 1
1 TLEE f1LE`;E[.\aT10\ PLAN D to pD 191�
coxlEERwx iRfEs REMovED
l.,HlryMv lWbFl IOTRFESIOEtHlio 2REPIg RlFNTTKU LI
20'.XIGNEfl 131gfESp49G6R) 12 REPNCEM MT Y(1L! 1 = Ifl
8C5NIFERWSREP NRENT 12 WEE5
Z
fDo
N
i C n
w o a
EO
O! o ,;
(w' o
V i � N
a w y
L F.z It -
O U i o
W M P
J c' �
TJ
V Z n,
� a
i N M
Z AS N
t
=ate
W o 0
Do L
DO m
m
2
s Na
So e
SPIV¢
S N¢
5
5
13]
8
SDNce
s
3
sorwe
5 Nm
5
138
B
SpN¢
5
4
SPlua
S N¢
S
1A
B
s Nce
5
s
Na
s Nce
s
Ia
g
s Nce
s
6
spNa
S Nce
S
141
8
S Nce
S
SpN¢
Splea
s
142
a
spree
s
8
9
smN
Spmm
Sp.
S N¢
5
1N
a
Sprv¢
.
5
5
10
sperm
SDN¢
s
146
1D
s Na
s
it
space
sprva
s
32
5pN¢
S rv¢
S
16]
]p
s rv¢
s
13
5PNa
spNm
s
168
ss
sDNa
s
14
5 Nee
SPNa
5
149
u
Sprva
5
15
Saved
Saved
5
1w
a
sp-ce
5
16
Saved
Saved
S
351
]0
SPNce
5
t)
Saved
Saved
5
152
g
Sprvm
s
>e
l9
20
5rved
Sated
saved
Saved
BWplBr
s
S
5
155
11
-
S Nce
s
a
Maple
s
L%
DO
$PN¢
5
12
u
6
6
le
S
15]
]o
SpNte
S
23
g
le
5
.
t0
SDre¢
5
24
Maple
s
ISO
16
spN¢Ali
Z=30
Z
Q
Q
'
W
fA
W
U.1
r
Z
h'k d «a
Z � M
O C Mo
Q O Z
Z D
O C
AS N
O Ba
Gera
F fMf W
CL
CL
U
1Z
u
Ma le
s
l6p
16
N¢
6
Ntryle
s
1a
12
Elm
m
6
e
5
163
6
Elm
tz
Maple
5
t%
lz
Azb
6
Maple
S
tss
12
Dead-
22
Oak
s
166
n
oakav
6bple
5
]b)
m
Pine
33
30
35
u
10
u
Oak
Maplet\
Maple
S
S
lA
26
Oak
5
36
)b
Ma e
5
1R
24
Oak
s
37
O
e
5
1R
id
Oak
S
38
39
AD
41
42
)1
12
w
S
Made
MRPle
Ma le
Tree
S
1P
9
•
Maple
S
5
S
5
43
6
Tree
S
1R
ll
Ma le
5
M
to
Ash
S
1)9
ll
Maple
S
45
6
Tree
S
180
1)
Oak
s
46
6
T.
S
301
1)
Maple
s
q
2.'At
Oak
S
m1)
Maple
5
4g
6
Tree
5
183
1)
Oak
5
49
5
Tree
s
l86
ll
ph e
5
51
s
tree
s
185 n
1. 12
1. u
14l u
Oak
Oak
Oak
Aa�e
•.
•.
•
oak
s
N
R
s
S3
S4
55
58
59
61
63
64
6s
65
ot
4
6
15
6
]
S
ss
20
6
6
Tree
Tree
Maple
Tree
iRe
tree
Ma le
Maple
Tree
Tree
!p le
s
s
S
s
5IS
5
S
S
Q N
Z N N
m
ql Y
W c w
cc P, M
f Do ll
m
v DO
S
S
s
lot
Vi
ss
v'�Re
s
19e n
3B lg
Maple
a le
s
5
lw
L15
SW
2
2
Amnn
5 Nce
ASPen
S
S
5
SDN¢
5
AM
1)
Maple
5
206
16
Oak
5
W)
1W
u
5
5
206
10
Maple
S
330
12
sru¢
5
20)
15
Maple
s
dEVISIONS
113
R
SDN¢
s
NB
II
Oak
s
132
t0
sm"
5
ffB
u
p401e
5
113
8
5 a
S
I]0
)0
4aH
5a/T
114
11
SNa
S
211
10
qsF
5
115
ll
$DNa
5
212
8
Ma01e�/__
116
u
5 Nce
5
213
3
Gab
S
117
to
Ce
S
21a
3
Gab
s
138
u1
lD
•u
SPNtt
5
5
m
4
OHIO
5
✓wwx an M
216
m
2I8
12
SPNa
5
oaslcrEo m. IgR
MIE OS/a)/t9
Deere
Dead
Deaa
s
DRad
S
>u
2D
SP
5
219
6
Male
5
neW anF aix Rice p—nmova
+� .as P•Paa Pv www«r
e,ra ia�aax•
„"•
SIP"•P°°;q Qi.•w.k
pHa. W1111R LL fe e't50]t
123
13
SN¢
S
2N
3
Male
5
124
11
SpN<e
s
221
6
Ma le
5
325
8
Skoce
5
n2
16
Sprvce
s
126
12
SIR,
S
m
IS
SDNm
5
12]
10
5
R4
15
smN R
5
1D
SDNCe
S
➢5
14
Coffee
5
US 22
MaDIP
5
131
21
133
g
g
g
SpN¢
spN¢ !
5 pN¢
5
s
•
'
230 11
..
spma
5
1 Of
S
Z3l 6
Sorva
S
IXSnW SR)NE RRERACE FWNMTKN m
ROWN
UNEXCAVATED
s — _ _
r- I'---- - -----
TUNNEL II _
`� II MECH Ir== �I 1-=-1
J WELL'i BASEMENT u —
-
�
II IH—�
Ij STORAGE IC=j F❑
I
1 BASEMENT DEMOLITION PLAN s�s
mm 1/8'=V-0• 9
V GIRLS \\J\\\\
z MAIN LEVEL DEMOLITION PLAN AzOt E�
1te' =1.-0•
STONE m REIAW. REFER
TOS HR Rift
m sHET:T x/Ax raft IIOOIFGTIONS m
FIRDiACE
DINING HALL
THUS)
swvADE E%6tIND Naao eFnus (x NNW
HALL OMDNC NFAfY WnHYIIIH AN:u
LL-------J��
BOYS d
COOLER
DISH I I' I
LyyII
WAS'f
IIII I
+--4i11
KITCHEN COOLER
I
I
FF
J
If
lAt
L�
II
j; DRY FOOD �I
ODAXSH ENTIRE N4P,G HALL " THE
E%Cl N OF STONE PREPLME m RDMIK
COORDNAM DDIODMN WIH IACIWYYL AND
110W w RDzw& CONERPoR NEY NYM
xaa ANo w aF EwsnNc ulunEs.
s VAGED M31S
i. El(6 WODD &]MS- src DEW PLW FOR
XCATKxS. m BE 11SEO N NEW
CONSTRIICIgN Nuio ED AS ,ZFAMIW
NND- RERR no PUNS nIR WRE M.
L PORWN OF DN1W KDDI CHEDUIPYFIIr-
VENEY 4 NINNY AND KRHCN EWIPRIENI
WPPDER- COgtDINAM RAW& AND
STdNCE
N'AG -Y
ARCHITECTURE
The Commons
540 Like Street
Excelsior, MN 55331
PH:(612) 701-7117
Z L INaEB( axmr>Hv TL6 nANR
Oe.n tt mduU9
_ }W11B)I Mp RMT I MI A OLY
LIEN®MMASWE WF➢ 11E 1.q'9 6 W 61MICnG
Or
F. T, 5. A—
Ln L NAwt
Z 1"17 .ATE so's
OPROlER7RlE:
of
0
LL CAMP TANADOONA
O DINING HALL
3300 Tanadoona Drive Z
Excelsior, MN 55331
J
SUBMITTAI/REVOONS:
C MARK DATE DESCRIPNON
G 05/17/A19 91E RAV RFAdI
Co
Ln
W_
W
Z
Q PRQIECT#: z01e-0100
J DRAWN BY. DID
LL CHECK BY: TM
W exnLMxgA,aMe.e
H
to
I DEMOLITION PLANS
01,
N I
I
A201
0
O
M
0
u
i
MOl
24•-0' . le-0,
1
Asm
z
..'' Asaz
2
________
A
_____________
smlc FnarwE
To ROM
- -
I
ADa ra i
01snarER bw
- F
LL9EXGVA
- _Ot8 D015
_
T01
Ott
SIVNER
I
-
`� •
e
`iH6
'
rNl SIOPR
�
I
018 DDIA
011
^ 00108 Ot7 1oars
DI
SHOWER
R1AH
018 Fax Wx aR^ NM
STa+AGE >
- - C-0
010
�F
_
v
w SIpM81
0t0
RESiR0OM
axn
OW9E
lANf
0
I. _ rn
L.,1�y
/y 10•-1'
10.4
•
0
L�tJ CYty
-tl
Y
fi
s�
.
0079
:= ac�F
91EFL G0l9
nw I�
FaGaG
;
---
1 cauNCAL
-`
ICTWA
--
Lit It:lc `� Irl
`�t�t�t L
m--
8
2
COMM
y- .x��
r
0/9�GC—_ar.—
If
�_
18-
o
-.I 1 II ^
T� -
u
NLl11L$E •' }VF I
L _JL_-JL
_J
�I xxx Qo
Dos
STORAGE
xe�<�C� fir �' —\— — — ------ — — —
W O T
a CaCr ux "
v
I-L� C018✓pgt
'ttC]t •C]t� 7 RC7C7C 'tCt]t�-
y L
IC�C7C ,C7C] s "x" 7 h
r' I--� -
Ltjtlt �t3t� $ ® aGaC �CaC - - N
T L T Da7c t]C]C C]C]tJ�'
^ AEglWIG1L � � L� L -1 J
,0.
I _+ri11 I L,I I
'I nni: 't]C7CJ
V-1 1/4J \1•-4 i/V
Min UME
N9A9 L1
LOA�PAD si
s=0' h n•-o'
IEx¢99re�gI
4
0®
GENERAL FLOOR P NOTES.
1. r ro 94ET Ax RN oN TIP6
2 REFER u 9EET Ax FGR "M No o9a iWFS
I Au MI0H96 AAE u ICE 0: VA ortsol FACE CE 9(A11NG
AT aRa01 w" Fa ar OISING No" W(ININ SAIL
L12L1S UOE w WIf0.
4. CEfw m Ax sIEETs FGR NF1¢Im m21c r w NO udnu
umrt
RE1'EO FLOOR PIFN NOTES:
Qi
IrtCEAN90 rum rm1- RF7EN ro oLrAt Fm vae: NAI
0
RFLESSEO ANNUNGNTOR PAI10...
Q
IPoaO RFNGN- rm1R ro DEfAt x/Ax
Qi
smc RELVR6 9NL- Ro1R To wosruc nALs
�
9000 mR1FA awo- REFm ro x/M
z
0
cc
r;
z
MAGNEY
ARCHITECTURE
The Commons
540 Lake Street
Excelsior, MN 55331
PH:(6121701-7117
0
PRWECTTIRE:
OLL
CAMPTANADOONA
ODINING
0
HALL
3300 Tanadoona Drive
Excelsior, MN 55331
1
J
SD9MITML/RFV&10NS:
MARK DATE DESCRIPTION -.
DOON/17/2019
STE PWI W"
W
—_
LiJ
gPRDJECTt
m19-0,0c
DRAWN BY: 111
a
DHECx BY: ri
W
_ - --_ 0=3w.rwlanw
F-'
N
BASEMENT LEVEL
Ch
FLOOR PLAN
O
N
n
P'r
A3o, BASEMENT EN-0T FLOOR PLAN A 3 01
O
..•' O O O O O .•. O O
1
n AAm
II
R
\ I I ASD1
u r -
u
Ir -
124 \� �� \• 1 11
I e
---- II I
nJ e ��71'
I p
4 �J _ _ �`� 101 L JIJ I � } LI
1FvEsmuEyL_ - to , u1CJCJC7rtCJCJCx L— 't L LA Y 1 Ax L Li
$
I I I I _ r -
Lj't''' y yl�n' R y�R y }b �— 1 i— r o c
Y-ytJtJ 4CJt7C L—I J L_T J - JDuss
1 ^ Z1NAI e'V( AX J � J C J� ' I
Ya I/Y
:`JGJcah JJGJG rir
't7t fit.'' r-a•T I�
RI LLf7 LL. LL Lirt f—1 vAm> _ F- k _
2-- 7
rt n--�: rt tr I - — --- 1
1t7t7�]t7tLIL
3.r JCJCJh rtCJCJC .i_' y I —I F1103
—WLINGE
u _. Li - LL -- ri- D1Pae�RD —u_ LL` —
r d
rf T
I rt n rt LL L_ L------J 1 C
n
r-F. �
I b
I <wa1 I I y' <vulm
Nc Nc lt]t�j
I
r¢JCJCJh rCJCJC -- -- - -
- I -L.L L-- LL
I g I I f I�JGJGJI F: JGJI L
j rt n FT Y n i I I } I 111
1 L}t7t�t7� �]t]t I i s i FF `t7t]t tt ]t
Oyj I
J
1t'� L_ ____________________
O _
r JCJCJ� 7 .19'
I
I �I�I L�I,� B' P ll �7tjtJ L1jt�
DECK
LF J I STNR r
-- -- _
X �J
M
10
,.
11
mmW
a�1
r
nl
II
RUN
W SDIOS MIL-
HppR
1/P
/l
GENERAL FtOCR PtAX NOTES.
1. AffFA W 9fET AS FFA RIRL 11R6
z RSW W 9Eii M iTA IKND%1 AI9 ODOR 11RER
a NL DSRieDNs As W FAR a rnm, momv FAR 6 suoolc
Ai En m FAR 6 EeSIRC MdNAL MA4AM M0,
LIKORw
RISEN
Nm XSUIS FOR ]CWO 01DWNDmIRD L"m
KEYED FLOOR NOTES.
O
RCVMED WOOD POST- REFER TO RTAx FOR MORE INFO
O
W" InDla- RFFA M x/m
O
DONOR eu1- REFER W X/M MR MORE INFO
©-
MAIN LEVEL FLOOR PLAN
3/16'= 1'-W
MAr1NV = i
ARCHITECTURE
O�
The Commons
540 Lake Stree[
Excelsior, MN 55331
PH: (612) 701-7117
N OIRF" R `TRe RLVI
vEf]M.1TeK ax aPurt'µ5
wRwXm n IE a urmm Mr uma
SLLETOJI Np 1NQ /U A pAY
� Ilpla'! UIl9l lle lfw'S 6
llE SWE 61YtlF9JIA
uoxsx
IIW7 Afire• one
PROJECUME:
CAMPTANADOONA
DINING HALL
3300 Tanadoona Drive
Excelsior, MN 55331
SUBMmAL/REVISIONS:
MARK DATE DESCM19 M!
05/17/W19 SRE nut RE10
PRQIECTt _ Ate -moo
DPAMM BY. OLD
per: - iu
0ID9YM�TMWn
MAIN LEVEL FLOOR
PLAN
A302
o 0 0 0 0 0 0 0 0
II'-0• .12'-0• ID'-0• 12'-0• 12'-0• 10'-0' 12'-0' 2'-0•
eiROOF PLAN
ROOF
3116"= 1'-0•
ARCHITECTURE
The Commons
540 Lake Street
Excelsior, KAN 55331
PH: (612) 7014117
1 x�mr uanr my >� nrA
H1rYm lE1E a u� W �cr
9NMRR1 Np MU 1 MI A 0.U'
II118ID II SrAh on, I I11E11 11E ✓A3 Oi
TE V IYIEWfA
Ta S. Wei,'
VDH Mlbn!
1017 A MIS
PROJECT TITLE:
CAMP TANADOONA
DINING HALL
3300 Tanadoona Drive
Excelsior, MN 55331
SUBMITTAL/REVISIONS:
MARK DATE DESCRIPTION
M/1]/m1s 9rt" SIVI1
PROAECTf cote-0100
DRAWN SY: DID
CHECKBY: ]Y
a>%lirp.r�e+w.
ROOF PLAN
I
i
i
A303
FA5ff1 IKIM NOR
G1 l-`(
ARCHITECTURE
IM NOA001IPL SONG. w
11P4G
e _
eEMIN
I. TAN BMw w -
LB CON1d 1RII, pNN.
F.O SUBFI.00µ -
RIOg11E AMgN AT WILE
— � T O. Gp1C Sipe
eNORTH ELEVATION
pal 1/4'= V-0-
BT«E
FN:PtICF sox
oaE4 roR a
snap
aBARINc
S lFo. suooa
eaooR
I I I I it
I I I
�TO CONC SLOB �T
L_________-11r----------------------------------------
z WEST ELEVATION
Aa01 1/4' = V-0'
1. TAN BGMO1
byilding signage
H
H
a-5aBB-zsDIH
FA adlll. fAxlr
h TRN BONA. NW1T
iBFlNSEB wm
1. TAN eovo
1z
lF—
I
i
§
i 1
4
�
7
� I
I
\�
I
i
I ta�saNF
�, NISNfD
rcA pAxm
TN NdRd11A1
soNc, fAM
-'1 ODDIRPMNxIIBE. SIX I WOE SONG SE%WE 5� i CONCRLTE CWWN ll-E _. _ _ i_ MNaI AT
BOOR WOE M mo m� IPAON AT i AT CNpP! I I I PAFAN9m Ii1JL I
I gIEA I V/pGVE fUll 1 I 1 Bop fJL10E N ONEIIBE
1 I L SEF INaIBrlPE PLW
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
r
O
Z
O
v
z
O
IL
H
O
Z
J
m
in
in
2
L`u
Lu
- - — CC
Z
g
LLJ
Om
-
Vf
01
ei
O
- - — N
n
a1
Q
The Commons
540 Lake Street
Excelsior, MN 55331
PH: (612) 701-7117
I INFB'I (maY 1WS 1N5 RML
48iC11r1L W RW!! MS
BRRY® Br It i I W MY
sL113 r,AR NO INV .W A Nn
I . GI.M OF
�j�yYu! S.darcii
rmny s Nqr
=Cx N
tin xlwc m .
CAMPTANADOONA
DINING HALL
3300 Tanadoona Drive
Excelsior, MN 55331
M/17/N19 s MNi IEYIEN
t
EXTERIOR
ELEVATIONS
A401
_________________________________L____�J__-__� PW
e SOUTH ELEVATION L _ _ _ _ _ r �1
- - - -------------1---------------
waa _
eEANiNc
F O. SLBROpR _
zEAST ELEVATION
14' = T-0-
PRMN15HO MET& FA �
rao H wk SUING, PNM C
E
3 Ta7UER TRY, W
ASP T SHMES, mr
�I
A
�T" N91®NVL sm Twtr
rj
MW
�q rd!(A rWl 9ANf
�RCHIIE SIWff B31AR
—
ewossn mxc9Lrt ralAmapN
�
wNl- uEna7[R
I
i
L7
r______________�
I
I
-
_
MAGN EY
ARCHITECTURE
The Commons
540 Lake Street
Excelsior, NIN 55331
PH: (612) 701-7117
Z
i N9ee1' o T 'ves w
10
r erwmn E oA�um w9e�
ms9A®I MD 1NV I AY A eLLY
_
�® �6W®ALr36
z
Z
1Men7 aAc m1e
PROIECTTITLE:
0
O
LL
CAMP TANADOONA
HALL
ODINING
Z
3300 Tanadoona Drive
Excelsior, NIN 55331
I
J
SUBMFITA1/REVISIONS:
— —
C
MARK DATE _ DESCRIPTION
SM PLW WO
CID9A/17/7919
_ -
V1
Lu
W
- gPRQECf
t. 30,9-Olao
DIIANN BY:..._. IHD
0-
- _ _.. ry
CIECKBY:
W
_
anueRy.rw
H
EXTERIOR
ELEVATIONS
O
--N
n
}
A402
OB ICI T E IFI IGI X J
I Y Y Y
TWCLL Me 0 RWF 0t5iRMh
AT Ma/Tolum
ID W' fFON MF TJPEREO ASPINtT sNNREs O.RR UNDERUYIIENT
AWWV�LOTOSINCfs OE INOERIAYNDR NI ISIAAlC11 P YNyYp�WUYfR ROOF M RNAUOB NAR L oovi C ma
B t� PIYMA]D DECK ON b44 %ltlB6 ° I� bi AT 16IA��" I� y B DOcK ON I� ENL9♦Ql� TWISS AT 21MW0 OEgI ON
AT 24• OO ON ROOF Tl I AT 3Y OO
� W t 4SUUNION TO
w ROOF OFLY(
Jxa r r-- --
_ PRE N_ RmE D 1RI65 AT
24' - REFER ro I
I I I I I I sIR�TURu Purvs 1
�TRIISS BEARHJc = 4-
To. Pvv oEcx=TRusseEAnK4c�-
rLIIBEMING
ro snNcnmrl
- L-- -J ALOOSIIC AS¢A@LTj IN NND SAR AT
- L _ 45' OO UNWMLIEn MI1M BULK "ac - 1 r
RFLWMEO RWD BEAN "NO ATUMIED I OOmJN OF 44 L- J RYWOOO IEFT I I I mr Fx1FNOR rnn NAu
Up1 COUAW- AEFER HIRINS w1M NLL UND GATT MUTTON. UNRNSNfD B1wN SLSP CIL- II I
TO PLAN - TYPKAL AT DINING Nt2 XNSTS - pFEfli REEL = I I I 1. VERMK
PVN I I I NRRNO % is RIIRD BiOxATON
b 1 I MFA DRANY;E MAT, wFAT
iLinaP MFM 0004.01 eksm. I/Y KrixxiO smTXNC
c x ON b6 STUDS AT IR' OO 1111H
r_ RX r. 1 - -- r-- r- NLL NRUUICN
I _T&G II 1
Kymm
iCOO' f — 1 -I II I
TO.BUBFLOOR - % - J L J _ tolra
q
TO CON
iO. CONC FEN WiLL1 ���ry(�
L_ _J 0T1 -
NSLUIWMER • 27 Ill 1X61S AT I9 OO- �- - �/J \ 1 E180SE0 ..RN UMRBID L____ x
OOIPPAC(ANO AVERro 51N w x -� L- ---� X0�- 1WURAT HOUR! AT
q % EGr RFFFR NI EIfVARIR 9WT, RFLIRr.LL Rocs!
NUIED COI!%TE FOWMTgN . . �ro K/Ax Ix
wREFER TosTRIIC1IFK - EIECINUL
fRME OIEA 6 4L POLY R
� _ _ _ � REUROW Alp CONPIL
BRA' '•. GRNOUA fAl
T O. CONC SLAB °R'p
TO. CANC SLAB
PDNETW L---- J L---- J L_� 0
DIYNtILL- H
RErwroaa
eBUILDING SECTION Pf ID'-O" 2p D• 21' o nsat 1/4'=V-O"
Y B 11-M
G N J
V1
F I I IYPrI1 Pntllm RCCF CVSDXATION Z
AT KrTcNi
% L LL EPW 01Dt tAPF#➢ UNDENATIdf O
DIffilES Q4R LWEPoFNENI pl z INSULATION. T N li DYER ROOF ON ftW WA9LsE MW r il"L
12 R NNIUMa m r RSU ISLIATIRI I2 �\ ISUATKRi 3/4" ILTROOD ORX ON N9KAIDI1 ON 3/4' RYIRl00 OEIX ON
B F_ IXI T RIYA W TUCK ON b4 FAL&5 L12s AT it wIM ].5' S%UY fNCAlEB1FD 1955 AT 24" OC O
AT 24• OO ON ROOF iRLLS$ AT 32• OO ° i /: z TOAi TO RIE OF DEC( LL
12
0
11 - x PIS- 1RU55 AT
NSINICOOIWRERR L To r_ -L
'7 TNUSS eEAJuxG nr-t t¢ J
l tea ' I I r.o.PWD —
�ht21 EAWNG ROOF iRU4 s Y!' OC- REFER - I - BEARING —
_- _J ro $TRIIc9URN_ OPA _`�El j
-0 - J - 1 — — — --J —
ACOUSTIC ASSDIDI.Y: IJ4 IwO S M AT
BON OO UNFN6IED BIMJ( FIBRIC R N'OOO LwNRE _ A% I SUSPENDED ACT CIL SILO YNL m
BFHNO ATTIOm ro BBBD000OOl1IIPniIIIUUddddll OF b4 X 1 L _ J �EFER lO IRfL CS PLW W SUIL OAt Iz YFRIUL
n PIA111I- IT IN NLL NUID B\R ISNAIKN4 �� n)gING NJ IS Nm NBUTARON V% 1YPC1L Ai DI4V0 WL
b _A RARR DRNwGE MAT, wEO1FR
OAs ARE MOOT ON B•I COAINC OOUNrtA DOOR NnCNN BARRIER RYAOOO 5 IMK
_ x m WKIRED CONCRETE ° W
mt AT i '
3/4" TAG KY11000 sUBntCR- - - _^ 11FM}I - - NLL N51%A1CN
r_ N TO FN SUED lrll - _ 1 ]/C TBG RYAWD Still
- __ _ _._ _ 1 roFNslm Fwnxil W
�- l r__ _�.. -1 -1 1
1 Tom- Z
ARCHITECTURE
The Commons
540 Lake Street
Excelsior, MN 55331
PH: (612) 701-7117
IflRlf/ 6311OFY ONAT D6 RNl
�cRKN ON IFwMT wAs
NErxED er AN RR PINT NT I A w DIExr
sxRmml No AN A Ix%r i
Ita®x STATE.i F MINN TIE L4Y5 Q
nE STATE a YNE.WTA
I
Tm s hl 0
IN Tl J AIB
PROJECTTRLE:
CAMP TANADOONA
DINING HALL
3300 Tanacloona Drive
Excelsior, MN 55331
SUBMOTAL/REVISIONS:
_MARK DATE DESCRIPTION
0]/1]/2D19 SIR F1AV Rental _
TO CONC FON WALL l SNBFLOCR
Y PERWEIFA L J __ _ I 1 � � _ _ J tXP STRLCTURE LNFINSHFD J \ 11181145MD L _ J CH E BYCT r OAt]N9nIMNxLNI
W 101?
N°UAIKN MFR al• BY OUD
TRUSS xxsrs AT IR • OC- TO. fxA J r 1
DI'JIPPRDeFIF TNI
REFER ro 5TRUCTi I i x L
PDI)RED OONCREfE igNdAlpN _ _ /�Ty\J Lu
DOAT NCfJ6- BE i
NAM - REFER TO STRUCILRN,
r s LLLIn ro�iY� PANT BUILDING m — -----A%— 01 SECTIONS
I--- —� AxD IRTNINR O
LRUA L Fu - r-
BTo ma IN
paiMETER
OPI)IRLL 24'W' J L---- J � ToN L_ _____ J
eBUILDING SECTION Q A 5 O 1
ASOt 2a' * IO-0' X'-D' A O C
9IMBia13 BENRING
G&VN® sr Il AID WRE
1113H RNIX % a r1WR
RW RAi.ANO PRE4AHIFD NETTT�
P0StS AND RNIS
5/40RJQPG TR r---1
TREAIEB h1D
z I
� I
I I
_ Nara• I I
�*o suBELaoR
BWa a4• I I
ro coHC PON wuI I
ntGrm 0.u-uR I
BMYS. RBFR ro L_--
SMLCiOP/L
SRIl BDW- PUTRID
sneK:RIR.14 PANT
PoOREB CMCRFIE CU1NN-
MFER ro SORCRRN.
ei BUILDING SECTION
Asaz 1/4' = V-0'
� Iyy I ralDntl[
J UIRRA91FD
Az
_ I
I I I
I — --
IJ g italIFA J L
RITEn ro aA
Ifb oryC g,C£ Cg81Ra'iew
fi0 NL EAIN ROOFlIIO 01SR 1''PEIQD I
I C U M 3/ YN BASE utFR ROOF
II6UATD14 - M Noll UII
nxw AT t6' OC WRN 3 i Y
fdL ro IxW1E8DE O<DYX
AK
UikH 912 MM-RUTRro
SROCNRA-
-
m 9 4-
To BEAD
RrA4 PAWL_
I FIIPoSEn SIR1OR19. E. UNX�
PW14p COHCREIE SUB ON
I I I
PRENpR➢ wuh- ROOF FIfOE
nA9mc, rwe
1
J
_ MAM otMil BEAIA AEEER
To SfRLCRIRN.
— PDJRm COIDRETE cNMw AT
E1RRY IA OPI. REFER 10
slRucuxw. ONFRRSxFD
N
—
I
—
WAIL" 2' PEPoNErut
MSIRAION OVER WATrnPRmFnrr
—
Z
o
O
L_--
21
N
Q3 YY�
O
w
O
LL
I--
O
Z
ex
■
a
W
Pq rdB CONCRETE SroOP-
V7
REFER ro 51R MM
SLOPE AWAY MM DOOR
5
LL_
LL
_
C
Z
Q
—2 PERKErER
LL
IVRLPPmnWc
V
E
PoMIIA
1
C01- SI
rouaTu,- aT
slmOnnN
Q.
�
C
—
— n
-
RDINIRE-
r
I RBTR ro CIM1
�
ARCHITECTURE
The Commons
5401ake Street
Excelsior, MN 55331
PH: (612) 701-7117
i xBmr mnEr rear 1Ia Pw1.
eeasrAmR u AEPBRr YMR
r1WPfRIB m VE OR uWu Mr R y
.EMEWFI Np IINr IL A qAY
AWDELT u"MUMS or
T� swc a
Tame s M6
I 4O
1.17 mxc m1e
PROIELTTTLE:
CAMPTANADOONA
DINING HALL
3300 Tanadoona Drive
Excelsior, MN 55331
SUBMrrTAI/REVLS10N5:
MARK DATE DESCRIPTION
06/t]/2019 SIE PUN ROAEW
I
PROJECT f: m1e-01roI
DRAWN BY: - _ - - D!
CHECK BV: - N
amn uui.rmw.en
BUILDING
SECTIONS
A502
ffi 91/0'
i0 CONL FON WALL
- eeaa —'4—
r o. coNc xne
et BUILDING SECTION
Asos 1/4' = T-0-
IlPlyy' . PIRN ROOF
AWMALT 91WA13 DIER uNoosI y w c
PLYAODp fNewcc DIEN r M NsuLII
ON 3/A' Rt11WD DECK ON 34 PUNRb
At 24' X ON W TPoA4 AT 32- M
_gym t,rr
TflU55 eFANMG
�1taa
h128EARING
.Mara
ro sueFti_ow
93-91N'
r.o coNC FON wAiL
IYPIGLL plffMFll ROLY r:01L5IRNCIION
AT NROEN/11L �.
ASPNILT sHNO E6 a.ER LNDERIAWDII
r ----1 ON KY NAEBASE 011316• ROM
R $LION ON 3/r RTMOOD DECK ON
DfAF01E0 M165 AT 24' OC
I
iz
AT
-- -_. _- SUiPEIOFD ACi CIG
_ __ REFW io REEL- PWI
\ I NOW
\ EIfVATOR
\ TO NFORR
sINT
/r TO m PUN Eon
DIEN tz zosrs-Rsmro
TF, T-d 0 E 1] j 1] 11]
_ { :- J CM1L AFFER
M NRNMED _
-_
_.-.i • R 1 JIYSIS AT 192' OC- T PDYIER \ - \
I. Ilmrn aPolciwi w.wwsl I v I M
POPE O nro4 r 1 /
\
OI
NKINFIE
_ — ♦ POLON fLMA!' lE 9IH CN
Nou m SR3x:I %k, 6
_1
iE
I I
PERUSER
(RAINTME-
x 10 CAt /ly\ AIEOMNCx
-
j,
I
I 1 }III1`
J I
x Ay
I _ I
J
NDOF INUSS O 32' oC- RDFA
ro srRsrlAs�L mwHa
IYPIMt E%IF%]R W1L
IT VFAIIVL
F-r
ON 15' INSLUTON
afR OP. WT
clot MT.
OD DER
11r HENRINIC
oN 1M SILOS AT 16' ar ImK
/
/
/ ♦\ I INLL
R6UAtt1N
-
i
I
ICI
� Ili
i
I
II
II
II
I �
SIIC ASSEUBLY: Ll IYOOD A Ai - _ __ - - - �
a LwNSMED Mm M/u% Flrr6c -
o ATTACIO➢ m BOIIW o< 3A -
DS T M Nl1 SOLNO &iT ION, x
k AT gNING H91
x
� I
N1 PLWOOD Root M
L12 .owls- IR3w ro -
Ll
JOISMS In S'Rlk"AU`19I
SIEIl ffIL. PINT- RETER m
slRcnau I
-
-
POA!EmNCRflE SIOOP-
PdAED CONCIE1E SUe ON
ORADE OVER 6 ML PDLY VAPOR
ffia
B
serElt
�! m Y IIN ii xN
SLOPE ANa iRDtl ooDR
r _ _ _ _ _
_ _
- _.
RETNIpfR MID Cq&ACTED �
IA7flIILM Fill
* o caNc SIRS —
—
- _
eBUILDING SECTION
� m Ml.
0
'
-
I
i
2' PFRYi1FA
0
srEa oxuW
PgxED
aurn
Ewa SEE
r
—
— —
___
L 'J
A%
IommqWL
ARCHITECTURE
The Commons
540 Lake Street
Excelsior, MN 55331
PH: (612( 701-7117
116FHr 6AryY TML 116 PWL
9AAA9W Np TW I NI A qLY
11�11®NWRLT UWt 11E IRE 6
M S1AF O<IYKKLY
Taney s Mg
1lx1KK N JIB W.
PROJECTM E:
CAMPTANADOONA
DINING HALL
3300 Tanadoona Drive
Excelsior, MN 55331
SUBMIITAL/REVLSIONS:
MARK DATE DESCRIPUON
p3/17/ID19 SIZE PJR RmHi
PROJECT t: 201a-OI00
I gUYM BY: JU
CHECK SY: nA
L 21�1 V;nry NGu14we
BUILDING
SECTIONS
I
i
A503
\\ -
\ db
u
I I I i
I
T ___ _ - ______-
_ ___ ___-
-_
L2 -PD2 a➢t
O /
6�
C! 3D1
2' 2 G02 Da�OD2
LE I L � II_1 Ll
I� 0113 Q3 bGF1Qb m3 O13
WS
Ll I
V
O13 OD3 a GFIO O➢3 O➢3wt
I1
REEIECIED CEILING PLAN KEY
nR FY%OOD cauNG
- - CBD GELLING. PMW.Ras
ORAL OANcIL, OR
PROAOE MDSNRE
ICT (M pEOBiDE EECIl1IA DLL
RESISTAVT GOT AT
IC 1 DOI TO COORDINATE MN
SHOWERS/TaI s
___
VEFE FILED LE1FOFt 1lE-
tY . NY . Y BDDEO
PLW TOR
IEmE
CAsME /BEAR
O
N
pqT PATIWI
To KyW'AL
ro 0.TMW0 IR01£
1 x 0 BOND OVEN
1 X II (:
1
FABRIC FACRNRID
® FA
B 7' BATT NsumN MOVE
POWER W I1GNru+G PUN sYNeots
PAR VAM IDHf AND TRACA-
I SIR^eD 1R/dE FROM D RSRAI SIMMNRE- BOTTOM
�— ASSOWE FMNRES AT W OC
OF T MCK AT 11 B' (vF M/ ARCH)
Ill) ORECT WNL
MWNT ro SOE DO PNLWFL DDRO tRU55
tFD lINSED SIPoP DRIP
i WONT TO UNDERSIDE RDOR DECK
O W IAY IN LID RGOIRE
O P N WI DGHT q URE
4aN TO ONDERSDE ROD' DEa
PENNNf cxMNDarFR
O -
_- -
MOINr TO UNDERSIDE ROD' DOCK
0 IID Dµ WON ILNT
RECESS N DURING RN614
Q WALL MOUNTED MK FKNRE
MDIAO 12' ABOVE DOOR NEAT
', NOLNT AT e-0' ABOVE FLASH FLOOR
$ VWI.E POI£ WTCH, DiMIMBIE
--
$1 TNREE WAY SW RCN, DMMABLE
IKENT AT f-0' ABOVE FNsN ROdE
® OCCUPMICY SFMON
RADAR AT A-O' ABOVE FNISH FOOR
T WN1 MOWED WT IKAR
11DWf AT ♦!A, ADD E FLASH FIODR
DIMMER SWTICH
DUPIEI RECFPDCIE
I&XINT AT
INOTED� KME � ROCA TNLF55
W
0 EINISE
WGFI DDPLR On RELiPDRE
MOONT AT V-A' ABOVE 9461I BOOR- INFS
OTFFRM SE NOTED
(PAC DABO.E CDNftIR MDNTED
- MWNT 1Y ABOVE PROPOSED COIMNR
'.�. iI➢OR BOX WITH D1P1Ei- -
%
VENiY IOCITIONS -WITH ARCHITECT PRIOR _. ..
RECEP
TO NAA11ATION
IIDIRIf AT ABOVE FLASH FLOOR- OMI$
DATA OF OTERW'LSE NOTED
No
MDUFf Al' 4'-7 ABOVE M6X fI➢OR— _
♦ tEII£PIFDNE OIIIIEf
Z
Q
I. OUTLETS 9WL MEET ILL CODE RFOUIRF]IENIS, THOSE NDrATEO ARE BASED
U
ON USE OF TIN SPACE
L CODROINATE A11 n REHIRE TYPES AND `WSHES WTDI ARDRTECT
O PRUSOE m PORT AT RECEPFACIES AT ALL OATA MOPS
O
C COO DWATE MIN IRD9TFLT AND OMIFR FOR 9WTON0 REDNOOOS AND
IDCATIONS
I--
REFLECTED CEM W PUN KEYED NOTES
Z
O YY11 ro INDEM90E OF .IO6i
i
O3 NOTE
Q
L
v
LL
LL_
i
LL
lz
Q
n
LL
H
v
1
V-
GENERAL PLAN NOTES'.
1.
C
r
I BASEMENT REFLECTED CEILING PLAN
AAOI 3116' = 1 -0®
d
i
t
ARCHITECTURE
The Commons
540 take SDreer
Excelsior, MN 55331
PH: (612) 701-7117
PROIECfTME
CAMPTANADOONA
DINING HALL
3300 Tanadoona Drive
Excelsior, MN 55331
Al6MITTAE/REVISIONS:
MARK DATE DESCRIPTION_
05/IT/IDTA sac PUN RENEW
PROJECTt 2018-0101)
DRAWN BY:
CHEMBY: — _. _ - TM
•NOYggMbn
BASEMENT
REFLECTED CEILING
PLAN
i
A801
I
aERL D CEILING %AN KEY
rR RYAD00 CIXNO
.w COUN; Plxr. P11(v10E
YFCN DAKIF, nm150x m
Ib STURE W 030 AT
K,x 6 R3SIER. 4FGyNGL CO11R
ICb 10 CoORMNh wml ARw
YNri FIlE-
Y
tY•H'•BOM]ED
RRFA 10 PUN tOR PDfDTI
ToP IIm
O ILllWIEK AmEAmm ILIEAED
ro Rwom
1 % a PIE BOARD 0hR
1._
_
® BUCK UaxC FAYBD
J f' MTI BdEA1DN ABgL
PO.ER a 1IG1111NG %AN SYxeOLS
- BD110Y Of
— I ASLIB MIIAES AT 41r M
1RN]( U 1� (VRIrYEYWINGARCH)
O'. ttD t,Wcr Wul
WM 10 SDE Di PARNIEL CHORD lAtlAS
o IID 1➢SED SIRP DCxf
WAQ In (111 am R001 OEIX
DN IAY IN I£0 11KIUE
Q .. Pf1DWf WM f0lRAE _. _
WxT TO Ilmil()E ROM
O.. P
FNMM oWIDDER
M
Alouxr uwOe'DE RTDr aEa
O UD CAR 00611 IIMI
RFCFiS x filAD �1
4 RNl WADED D01f EIXNAE
WNr 1Y ABO.E ODOR 1FIO
�. SxRE R%E SwIIfJL DALLABIE
WIM AT 4'-0' ABUS fNON rIDOR
$% THREE MY Al M MOW
Wmm AT 4V-0' IEOIE ABI RDOR
6 OCOA'NDY SDSOR
11gxf U f-0' A9)YE Rpl RODR
WNDrD IXR IIWD
12 Dw1ER ixM l
IDiAIf AT !'-0' ABOIE i1Wl RDOR
ADIPIFY F - --
mw Ar 1' 11191ODI R- mm —_
Tr
11,xaUf
0Ai1 txPIES Cn RET£PUCIE
Wx1 AT 1'-4' A I11EH ROOIt- IIaLSS
OTHEAw6E _.. -
,w1AN _
WP IIOIINIED
ARRIT lY ABOvE PROPoSED CURM
Ham' CWNRR
- ROOR BWt xIH O WFl[ -
®�
AFIRT NRH AR]NRLT Pgpt _-. _
IELEPOnE
Attkt k
l0 NBIAWIDN
MIA TAIDET
� 1EIJPIDNE WR£T
POWER AND AIGMMG NOTES:
ARCHITECTURE
i.F -'
The Commons
560 Lake Street
Excelsior, MN 55331
PH: 1612I 701-7117
Z
5`0
V
Wxr AT 110II ABUE tlldi ROOR- UBJSS
WN0 AT 1'-0' ABOE M6N MOR Z
0 PBOIECri111E:
1. OIRE15 SHNL WW NL = RFLIIIRENEYIS. 7Hp4 NfICAM NE M4D M
IDE Of ENE SPADE
z mORONAIE uA watr rMNRE TPES AND RNSI'a wn ARCH CT
LL
CAMP TANADOONA
i PROME use PMT AT RRSP1ACIrs AT NL DATA NDPB
H
DINING HALL
4. 000RWATE M AROaIECI AID MR IN AYfIGANC REOIAIEMFNS AID
IDcanD
3300 Tanadoona Drive
Z
Excelsior, MN 55331
REFLECTED CEILING RAN KEYED NOTES:
1
N'- TL ONDE3i.Li
WS'f LED
E.�wv
cfllEwuP 1 TES
TEV1ADN$
A1ABI( DATE DESOtIPSION
MARK DATE
=I�MON/<uGHnNO
C
coW/IT/]Y19
SDE PLW IEMw
- _ - LDN4
- -
W
IBM*
�
_ ..
♦.�_
Z
PRDJECTt i01B-0100
DRAWN BY:.. -.
-
UJ
9]Oi1W9r/Nelrme
N
MAIN LEVEL
0)
REFLECTED CEILING
PLAN
N
- --
MAIN LEVEL REFLECTED CEILING PLAN _'
Aacz 3I16' = 1'-0'
Q
A802
