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CAS-01_MISSION HILLS SENIOR LIVING - 8600 GREAT PLAINS BOULEVARD FILE 2 OF 27700 Market Boulevard
PC Box 147
Chanhassen, MN 55317
Administration
Phone:952.227.1100
Fax: 952.227.1110
Building Inspections
Phone:952.2271180
Fax: 952.227.1190
Engineering
Phone:952227.1160
Fax: 952.2271170
Finance
Phone:952.227.1140
Fax: 952.227.1110
Park & Recreation
Phone:952.227.1120
Fax 952,227.1110
Recreation Center
2310 Coulter Boulevard
Phone:952.227.1400
Fax: 952.227.1404
February 26, 2016
Mr. Michael Hoagberg
17550 Hemlock Avenue
Lakeville, MN 55044
Re: Mission Hills Senior Living —Planning Case 2015-01
Dear Mr. Hoagberg:
This letter is to formally notify you that on February 22, 2016, the Chanhassen City Council
adopted the following motions:
"The City Council approves the final plat to replat Outlot E, Mission Hills into Lot 1, Block
1, Mission Hills 3`a Addition, replatting 8.64 Acres into one lot as shown in plans dated
received January 22, 2016, subject to the following conditions:
Park and Trail Conditions
1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be
collected as a condition of approval for Outlot E, Mission Hills. The park fees will be
collected in full at the rate in force upon final plat submission and approval. Based upon the
current residential park fee rates of $3,800 per apartment dwelling, $5,000 per twin home
dwelling, and $500 per bed for continuing care units, the total park fees will be $374,800.
Unit Type
No. of Units
Amount
Total
Independent Apartments
66
$3,800/unit
$250,800
Assisted Living Apartments
54
$500/bed
$27,000
Memory Care Apartments
14
$500/bed
$7,000
Rental Twin Homes
9
$5,000/side
$90,000
Total
$374,800
Engineering
Conditions:
Planning &
Natural Resources
Phone:952.227.1130
1.
The Surface Water Utility fees are $108,921.60. These shall be due with the final plat.
Fax: 952.227.1110
2.
The applicant must prepare an operations and maintenance manual that provides for the
Public Works
protection and preservation of the stormwerter best management practices (BMPs) to
7901 Park Place
provide for the designed water quality benefit in perpetuity.
Phone:952.227.1300
Fax 952.2271310
3.
The applicant must enter into a maintenance agreement with the City or Watershed
District and record that agreement against the property.
Senior Center
Phone: 952.227.1125
4•
This parcel has paid the City for one water and sanitary service hook-up. The existing
Fax 952.227.1110
hook-ups shall be used as a credit for the main building. All additional units must pay a
water and sanitary service partial hook-up fee at the time of final plat
Website
www.ci.chanhassen.mn.us
5.
The watermain crosses a draintile approximately at Station 7+92. This crossing
must have an elevation separation of 18 inches.
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
Mr. Michael Hoagberg
February 26, 2016
Page 2
Building Official Conditions:
1. The street name "Oriole," shown on the submitted documents, is not acceptable.
Fire Marshall Condition:
1. Prior to release of surety for the utilities constructed as part of this project, the developer shall provide
hydraulic calculations to verify water availability under fire conditions of the main building. The design
shall provide adequate water flow to support two elevated master streams while the main building is
experiencing fire conditions.
DEVELOPMENT CONTRACT
"The City Council approves the development contract for Mission Hills 31 Addition."
CONSTRUCTION PLANS
"The City Council approves the construction plans dated received January 22, 2016 for Mission Hills 31
Addition subject to the following conditions:
1. Retaining wall shall not be constructed on top of the storm sewer run from STRM #31 to STRM #32 —
Condition Added.
2. The top and bottom wall elevation must be revised to correspond with the proposed contours on the
southwestern retaining wall.
3. The turnaround for the dead-end parking aisles in the main parking lot must be 10 feet by 26 feet.
4. The driveways entering the parking lots for the main building must be widened to accommodate the fire
truck turning movement.
5. The current plan set shows an approximately 14-foot drop at 90.28%. This elevation drop must be an
inside drop, per Chanhassen standard detail plate, within a sanitary manhole structure."
Attached are a Site Plan Agreement and a Development Contract for you to sign and return with the security
and cash fees in order for the documents to be recorded.
If you have any questions, please feel free to contact me at 952.227.1134 or e-mail at j
salliat](IRci.chanhassen.mmus. /a
Sincerely,
Sharmeen AI-Jaff
Senior Planner
Enclosures
ec: Stephanie Smith, Project Engineer
Eric Reiners, Sperides Reiners Architects, Inc.
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
MISSION HILLS 3RD ADDITION
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
TABLE OF CONTENTS
SPECIAL PROVISIONS PAGE
1. REQUEST FOR PLAT APPROVAL............................................................................SP-1
2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1
3. DEVELOPMENT PLANS............................................................................................SP-1
4. IMPROVEMENTS............................................................. ........................................... SP-2
5. TIME OF PERFORMANCE.........................................................................................SP-2
6. SECURITY....................................................................................................................SP-2
7. NOTICE.........................................................................................................................SP-3
8. OTHER SPECIAL CONDITIONS................................................................................SP-3
9. GENERAL CONDITIONS...........................................................................................SP-5
GENERAL CONDITIONS
1.
RIGHT TO PROCEED.................................................................................................GC-1
2.
PHASED DEVELOPMENT........................................................................................GC-1
3.
PRELIMINARY PLAT STATUS................................................................................GC-1
4.
CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1
5.
IMPROVEMENTS.......................................................................................................GC-1
6.
IRON MONUMENTS..................................................................................................GC-2
7.
LICENSE ........... ...........................................................................................................
GC-2
8.
SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2
8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR
OTHER BUILDING.........................................................................................GC-2
9.
CLEAN UP...................................................................................................................GC-3
10.
ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3
11.
CLAIMS.......................................................................................................................GC-3
12.
PARK DEDICATION..................................................................................................GC-3
13.
LANDSCAPING..........................................................................................................GC-3
14.
WARRANTY...............................................................................................................GC-4
15.
LOT PLANS.................................................................................................................GC-4
16.
EXISTING ASSESSMENTS.......................................................................................GC-1
17.
HOOK-UP CHARGES.................................................................................................GC-4
18.
PUBLIC STREET LIGHTING.....................................................................................GC-4
19.
SIGNAGE.....................................................................................................................GC-5
20.
HOUSE PADS..............................................................................................................GC-5
21.
RESPONSIBILITY FOR COSTS................................................................................GC-5
22.
DEVELOPER'S DEFAULT.........................................................................................GC-6
22.
MISCELLANEOUS
A. Construction Trailers........................................................................................GC-6
B. Postal Service ....................................................................................................GC-7
C. Third Parties......................................................................................................GC-7
D. Breach of Contract............................................................................................GC-7
E.
Severability......................................... ..............................................................
GC-7
F.
Building Permits ................................................... ............................................
GC-7
G.
Waivers/Amendments................................ .......................................................
GC-7
H.
Release..............................................................................................................GC-7
LInsurance
...........................................................................................................GC-7
J.
Remedies...........................................................................................................GC-8
K.
Assignability .....................................................................................................GC-8
L.
Construction Hours...........................................................................................GC-8
M.
Noise Amplification..........................................................................................GC-8
N.
Access...............................................................................................................GC-8
O.
Street Maintenance............................................................................................GC-8
P.
Storm Sewer Maintenance................................................................................GC-9
Q.
Soil Treatment Systems....................................................................................GC-9
R.
Variances...........................................................................................................GC-9
S.
Compliance with Laws, Ordinances, and Regulations.....................................GC-9
T.
Proof of Title.....................................................................................................GC-9
U.
Soil Conditions................................................................................................GC-10
V.
Soil Correction................................................................................................GC-10
W.
Haul Routes.........................................................................................................GC-10
X.
Development Signs..............................................................................................GC-10
Y.
Construction Plans...............................................................................................GC-10
Z.
As -Built Lot Surveys...........................................................................................GC-11
ii
CITY OF CHANHASSEN
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
MISSION HILLS 3RD ADDITION
AGREEMENT dated by and between the CITY OF CHANHASSEN,
a Minnesota municipal corporation (the "City"), and, MISSION HILLS SENIOR HOUSING
OWNER, a Limited Liability Corporation (the "Developer").
1. Request for Plat Approval. The Developer has asked the City to approve a plat for
MISSION HILLS 3'm ADDITION (referred to in this Contract as the "plat"). The land is legally
described on the attached Exhibit "A".
2. Conditions of Plat Approval. The City hereby approves the plat on condition that
the Developer enter into this Contract, famish the security required by it, and record the plat with the
County Recorder or Registrar of Titles.
3. Development Plans. The plat shall be developed in accordance with the following
plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may
be prepared, subject to City approval, after entering the Contract, but before commencement of any
work in the plat. If the plans vary from the written terms of this Contract, the written terms shall
control. The plans are:
Plan A: Final plat approved February 22, 2016, prepared by Sunde Land Surveying.
Plan B: Grading, Drainage and Erosion Control Plan dated January 22, 2016, prepared by
BKBM Engineers, Inc.
Plan C: Plans for Improvements dated January 22, 2016, prepared by BKBM Engineers, Inc,
Plan D: Landscape Plan dated January 29, 2015, prepared by Sperides Reiners Architects, Inc
SP-1
4. Improvements. The Developer shall install and pay for the following:
A. Sanitary Sewer System
B. Water System
C. Storm Water Drainage System
D. Streets
E. Concrete Curb and Gutter
F. Street Lights
G. Site Grading/Restoration
H. Underground Utilities (e.g. gas, electric, telephone, CATV)
I. Setting of Lot and Block Monuments
J. Surveying and Staking
K. Landscaping
L. Erosion Control
5. Time of Performance. The Developer shall install all required improvements by
November 15, 2017. The Developer may, however, request an extension of time from the City
Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the
Developer to reflect cost increases and the extended completion date.
6. Security. To guarantee compliance with the terms of this Contract, payment of
special assessments, payment of the costs of all public improvements, and construction of all public
improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto,
from a bank acceptable to the City, or cash escrow ("security") for $1,028,329.50. The amount of the
security was calculated as 110% of the following:
Site Grading/Erosion Control/Restoration $ 156,000.00
Utilities: Sanitary, Water, Storm Sewer, Infiltration and Retention Systems $ 360,000.00
Streets $ 195,000.00
Street lights and signs (Estimate per Site Plan Agreement) $ 22,500.00
Sub -total, Construction Costs S 733,500.00
Engineering, surveying, and inspection (7% of construction costs) $ 51,345.00
Landscaping (Estimate per Site Plan Agreement) $ 150,000.00
Sub -total, Other Costs S 201,345.00
TOTAL COST OF PUBLIC IMPROVEMENTS $ 934,845.00
SECURITY AMOUNT 110% of 934,845.00 $1,028,329.50
This breakdown is for historical reference; it is not a restriction on the use of the security. The security
shall be subject to the approval of the City. The City may draw down the security, without notice, for
any violation of the temts of this Contract. If the required public improvements are not completed at
least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the
SP-2
security is drawn down, the draw shall be used to cure the default. With City approval, the security
may be reduced from time to time as financial obligations are paid, but in no case shall the security
be reduced to a point less than 10% of the original amount until (1) all improvements have been
completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the
City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security
is provided, and (6) the public improvements are accepted by the City.
7. Notice. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at
the following address:
MICHEAL HOAGBERG, MANAGING DIRECTOR
MISSION HILLS SENIOR HOUSING OWNER, LLC
17550 HEMLOCK AVENUE
LAKEVILLE MN 55044
Phone: 952-378-4386
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-I100.
8. Other Special Conditions.
A. SECURITIES AND FEES
A $1,028,329.50 letter of credit or escrow for the developer -installed improvements, the
$495,996.60 cash administration fee and the fully -executed development contract must be
submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fee
was calculated as follows:
Administration fee: ($408,000 at 3%) _ $ 12,240.00
GIS fee: $25 (plat) + ($10/parcel x 1 parcel) _ $ 35.00
Surface Water Management fee: $108,921.60
Park Dedication fee: $374,800.00
Total, Cash Fee = $495,996.60
The administration fee is based on the estimated Utility Cost ($360,000), Erosion Control
($28,000) and Site Restoration ($20,000) as these are the site improvements that will be
subject to Engineering inspection.
If the signs must be installed in frost conditions, an additional $250/post must be paid by the
developer.
B. Park and Trail Conditions
SP-3
Full park fees in lieu of additional parkland dedication and/or trail construction shall be
collected as a condition of approval for Outlot E, Mission Hills 3rd Addition. The park fees
will be collected in full at the rate in force upon final plat submission and approval. Based
upon the current residential park fee rates of $3,800 per apartment dwelling, $5,000 per twin
home dwelling, and $500 per bed for continuing care units, the total park fees will be
$374,800.
Unit TVVe
No. of Units
Amount
Total
Independent Apartments
66
$3,800/unit
$250,800
Assisted Living Apartments
54
$500/bed
$27,000
Memory Care Apartments
14
$500/bed
$7,000
Rental Twin Homes
9
$5,000/side
$90,000
Total
$374 800
C. Engineering Conditions:
1. The Surface Water Utility fees are $108,921.60. These shall be due with the final plat."
2. The applicant must prepare an operations and maintenance manual that provides for the
protection and preservation of the stormwater best management practices (BMPs) to
provide for the designed water quality benefit in perpetuity.
3. The applicant must enter into a maintenance agreement with the City or Watershed
District and record that agreement against the property.
4. Retaining wall shall not be constructed on top of the storm sewer run from STRM #31 to
STRM #32 — Condition Added.
5. The top and bottom wall elevation must be revised to correspond with the proposed
contours on the southwestern retaining wall.
6. The turnaround for the dead-end parking aisles in the main parking lot must be 10 feet by
26 feet.
7. The driveways entering the parking lots for the main building must be widened to
accommodate the fire truck turning movement.
8. The current plan set shows an approximately 14-foot drop at 90.28%. This elevation
drop must be an inside drop, per Chanhassen standard detail plate, within a sanitary
manhole structure.
9. This parcel has paid the City for one water and sanitary service hook-up. The existing
hook-ups shall be used as a credit for the main building. All additional units must pay a
water and sanitary service partial hook-up fee at the time of final plat.
SP-4
10. The watermain crosses a draintile approximately at Station 7+92. This crossing must
have an elevation separation of 18".
D. Building Official Conditions:
1. The street -name "Oriole", shown on the submitted documents, is not acceptable.
E. Fire Marshall Condition:
1. Prior to release of surety for the utilities constructed as part of this project, the developer
shall provide hydraulic calculations to verify water availability under fire conditions of
the main building. The design shall provide adequate water flow to support two elevated
master streams while the main building is experiencing fire conditions.
9. General Conditions. The general conditions of this Contract are attached as Exhibit
"B" and incorporated herein.
SP-5
CITY OF CHANHASSEN
(SEAL)
FAN
Denny Laufenburger, Mayor
Todd Gerhardt, City Manager
MISSION HILLS SENIOR HOUSING OWNER,
LLC:
L"
STATE OF MINNESOTA)
(ss.
COUNTY OF CARVER )
Michael Hoagberg, Managing Director
The foregoing instrument was acknowledged before me this _ day of
2016, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of
Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the
authority granted by its City Council.
NOTARY PUBLIC
STATE OF MINNESOTA )
(ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _ day of
2016, by Michael Hoagberg, Managing Director of MISSION HILLS SENIOR HOUSING OWNER,
a Limited Liability Company, on behalf of the company.
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952)227-1100
NOTARY PUBLIC
am-
EXHIBIT "A"
TO
DEVELOPMENT CONTRACT
LEGAL DESCRIPTION OF SUBJECT PROPERTY:
Lot 1, Block 1, MISSION HELLS 3RD ADDITION, according to the recorded plat thereof. Carver
County, Minnesota.
MORTGAGE HOLDER CONSENT
TO
DEVELOPMENT CONTRACT
which holds a mortgage on the subject property, the development of which is governed by the
foregoing Development Contract, agrees that the Development Contract shall remain in full force and
effect even if it forecloses on its mortgage.
Dated this _ day of 20_
STATE OF MINNESOTA )
(ss.
COUNTY OF
The foregoing instrument was acknowledged before me this _ day of
20_, by
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952)227-1100
FEE OWNER CONSENT
TO
DEVELOPMENT CONTRACT
fee owners of all or part of the subject property, the development of which is governed by the
foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound
by the provisions as the same may apply to that portion of the subject property owned by them.
Dated this _ day of 20_
STATE OF MINNESOTA )
(ss.
COUNTY OF
The foregoing instrument was acknowledged before me this _ day of
20_, by
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952)227-1100
IRREVOCABLE LETTER OF CREDIT
No. _
Date:
TO: City of Chanhassen
7700 Market Boulevard, Box 147
Cbanhassen, Minnesota 55317
Dear Sir or Madam:
We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable
Letter of Credit in the amount of $ available to you by your draft drawn on sight on the
undersigned bank.
The draft must
a) Bear the clause, "Drawn under Letter of Credit No. dated
2 , of (Name of Bank) ;
b) Be signed by the Mayor or City Manager of the City of Chanhassen.
c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30,
2
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-
five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank
delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this
Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S.
Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen
City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is
actually received by the City Manager at least thirty (30) days prior to the renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified,
amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not
referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw
may be made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and
Practice for Documentary Credits, International Chamber of Commerce Publication No. 600.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly
honored upon presentation.
Its
CITY OF CRANHASSEN
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
EXHIBIT "B"
1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade
or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public
or private improvements, or any buildings until all the following conditions have been satisfied: 1)
this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary
security and fees have been received by the City, 3) the plat has been recorded with the County
Recorders Office or Registrar of Title's Office of the County where the plat is located, and 4) the City
Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer
may proceed.
2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the
City may refuse to approve final plats of subsequent phases if the Developer has breached this
Contract and the breach has not been remedied. Development of subsequent phases may not proceed
until Development Contracts for such phases are approved by the City. Park charges and area charges
for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat
that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such
charges will be calculated and imposed when the outlots are final platted into lots and blocks.
3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary, plat, the
preliminary plat approval for all phases not final platted shall lapse and be void unless final platted
into lots and blocks, not outlots, within two (2) years after preliminary plat approval.
4. Changes in Official Controls. For two (2) years from the date of this Contract, no
amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current
urban service area, or official controls shall apply to or affect the use, development density, lot size,
lot layout or dedications of the approved plat unless required by state or federal law or agreed to in
writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the
contrary, to the full extent permitted by state law the City may require compliance with any
amendments to the Citys Comprehensive Plan, official controls, platting or dedication requirements
enacted after the date of this Contract.
5. Improvements. The improvements specified in the Special Provisions of this
Contract shall be installed in accordance with City standards, ordinances, and plans and specifications
which have been prepared and signed by a competent registered professional engineer furnished to
the City and approved by the City Engineer. The Developer shall obtain all necessary permits from
the Metropolitan Council Environmental Services and other pertinent agencies before proceeding
with construction. The City will, at the Developer's expense, have one or more construction inspectors
and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a
qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be
submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector
to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the
construction is being performed to an acceptable level of quality in accordance with the engineer's
design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually
agreeable time at the City Council chambers with all parties concerned, including the City staff, to
review the program for the construction work.
6. Iron Monuments. Before the security for the completion of utilities is released, all
monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1.
The Developer's surveyor shall submit a written notice to the City certifying that the monuments have
been installed.
7. License. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the plat to perform all work and inspections deemed appropriate by the
City in conjunction with plat development.
8. Site Erosion and Sediment Control. Before the site is rough graded, and before any
utility construction is commenced or building permits are issued, the erosion and sediment control
plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose
additional erosion and sediment control requirements if they would be beneficial. All areas disturbed
by the excavation and backfilling operations shall be reseeded forthwith after the completion of the
work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall
be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall
be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that
time is of the essence in controlling erosion and sediment transport. If the Developer does not comply
with the erosion and sediment control plan and schedule of supplementary instructions received from
the City, the City may take such action as it deems appropriate to control erosion and sediment
transport at the Developer's expense. The City will endeavor to notify the Developer in advance of
any proposed action, but failure of the City to do so will not affect the Developer's and Citys rights
or obligations hereunder. No development will be allowed and no building permits will be issued
unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and
sediment control needs to be maintained until vegetative cover has been restored, even if construction
has been completed and accepted. After the site has been stabilized to where, in the opinion of the
City, there is no longer a need for erosion and sediment control, the City will authorize the removal
of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and
dispose of the erosion and sediment control measures.
88. Erosion Control During Construction of a Dwelling or Other Building. Before a
building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash
escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City
Code § 7-22.
GC-2
9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily
clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that
has resulted from construction work by the Developer, its agents or assigns.
10. Acceptance and Ownership of Improvements. Upon completion and acceptance
by the City of the work and construction required by this Contract, the improvements lying within
public easements shall become City property. After completion of the improvements, a representative
of the contractor, and a representative of the Developer's engineer will make a final inspection of the
work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be
satisfied that all work is satisfactorily completed in accordance with the approved plans and
specifications and the Developer and his engineer shall submit a written statement to the City
Engineer certifying that the project has been completed in accordance with the approved plans and
specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the
public improvements shall be by City Council resolution.
11. Claims. In the event that the City receives claims from laborers, materialmen, or
others that work required by this Contract has been performed, the sums due them have not been paid,
and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted
with the City, and if the claims are not resolved at least ninety (90) days before the security required
by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader
action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon
the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with
the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from
any further proceedings as it pertains to the letters of credit deposited with the District Court, except
that the Court shall retain jurisdiction to determine attorneys' fees.
12. Park Dedication. The Developer shall pay full park dedication fees in conjunction
with the installation of the plat improvements. The park dedication fees shall be the current amount
in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council
resolutions.
13. Landscaping. landscaping shall be installed in accordance with Plan D. Unless
otherwise approved by the City, trees not fisted in the City's approved tree list are prohibited. The
minimum tree size shall be two and one-half (2%2) inches caliper, balled and burlapped. The trees
may not be planted in the boulevard (area between curb and property line) along public streets. In
addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer
or lot purchaser shall sod the boulevard area and all drainage ways utilizing a minimum of six (6)
inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the development
utilizing a minimum of six (6) inches of topsoil as base.
A landscape security equal to the value of the landscape plus 10% will be held by the city until city
acceptance of the landscape installation. After satisfactory inspection by City staff, the landscaping
may be accepted. Upon acceptance, 10% of the landscape value will be help for one full growing
season. When final approval is given after the growing season, the remaining security will be
released.
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If the requirements are not satisfied, the City may use the security to satisfy the requirements. The
City may also use the escrowed funds for maintenance of erosion control pursuant to City Code
Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These
requirements supplement, but do not replace, specific landscaping conditions that may have been
required by the City Council for project approval.
14. Warranty. The Developer warrants all improvements required to be constructed by
it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit
either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit
for twenty-five percent (25%) of the amount of the original cost of the improvements.
A. The required warranty period for materials and workmanship for the utility contractor
installing public sewer and water mains shall be two (2) years from the date of final written City
acceptance of the work.
B. The required warranty period for all work relating to street construction, including
concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2)
years from the date of final written acceptance.
C. The required warranty period for sod, trees, and landscaping is one fill growing
season following acceptance by the City.
15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage,
Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for
review and approval by the City Engineer. Each plan shall assure that drainage is maintained away
from buildings and that tree removal is consistent with development plans and City Ordinance.
16. Existing Assessments. Any existing assessments against the plat will be re -spread
against the plat in accordance with City standards.
17. Hook-up Charges.. At the time of final plat approval the Developer shall pay
30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot
in the plat in the amount specified in Special Provision, Paragraph 8, of this Development
Contract. The balance of the hook-up charges is collected at the time building permits are issued
are based on 70% of the rates then in effect, unless a written request is made to assess the costs
over a four year term at the rates in effect at time of application.
18. Public Street Lighting. The Developer shall have installed and pay for public street
lights in accordance with City standards. The public street lights shall be accepted for City ownership
and maintenance at the same time that the public street is accepted for ownership and maintenance.
A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City
signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in
the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street
light for twenty (20) months.
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19. Signage. All street signs, traffic signs, and wetland monumentation required by the
City as a part of the plat shall be furnished and installed by the City at the sole expense of the
Developer.
20. House Pads. The Developer shall promptly furnish the City "as -built" plans
indicating the amount, type and limits of fill on any house pad location.
21. Responsibility for Costs.
A. The Developer shall pay an administrative fee in conjunction with the installation
of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such
as review of construction documents, preparation of the Development Contract, monitoring
construction progress, processing pay requests, processing security reductions, and final acceptance
of improvements. This fee does not cover the City's cost for construction inspections. The fee shall
be calculated as follows:
i) if the cost of the construction of public improvements is less than $500,000,
three percent (3%) of construction costs;
ii) if the cost of the construction of public improvements is between $500,000 and
$1,000,000, three percent (3%) of construction costs for the first $500,000 and
two percent (2%) of construction costs over $500,000;
iii) if the cost of the construction of public improvements is over $1,000,000, two
and one-half percent (2%2%) of construction costs for the fast $1,000,000 and
one and one-half percent (1'/2%) of construction costs over $1,000,000.
Before the City signs the final plat, the Developer shall deposit with the City a fee based upon
construction estimates. After construction is completed, the final fee shall be determined based upon
actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special
Provisions.
B. In addition to the administrative fee, the Developer shall reimburse the City for all
costs incurred by the City for providing construction and erosion and sediment control inspections.
This cost will be periodically billed directly to the Developer based on the actual progress of the
construction. Payment shall be due in accordance with Article 21E of this Agreement.
C. The Developer shall hold the City and its officers and employees harmless from
claims made by itself and third parties for damages sustained or costs incurred resulting from plat
approval and development. The Developer shall indemnify the City and its officers and employees
for all costs, damages, or expenses which the City may pay or incur in consequence of such claims,
including attomeys fees.
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D. In addition to the administrative fee, the Developer shall reimburse the City for
costs incurred in the enforcement of this Contract, including engineering and attorneys' fees.
E. The Developer shall pay in full all bills submitted to it by the City for obligations
incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt all plat development work and construction, including but not limited to the issuance
of building permits for lots which the Developer may or may not have sold, until the bills are paid in
full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year.
F. In addition to the charges and special assessments referred to herein, other charges
and special assessments may be imposed such as, but not limited to, sewer availability charges
("SAC"), City water connection charges, City sewer connection charges, and building permit fees.
G. Private Utilities. The Developer shall have installed and pay for the installation of
electrical, natural gas, telephone, and cable television service in conjunction with the overall
development improvements. These services shall be provided in accordance with each of the
respective franchise agreements held with the City.
H. The developer shall pay the City a fee established by City Council resolution,
to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting
the plat and record drawings into an electronic format. Record drawings must be submitted within
four months of final acceptance of public utilities. All digital information submitted to the City shall
be in the Carver County Coordinate system.
22. Developer's Default. In the event of default by the Developer as to any of the work
to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer is first
given notice of the work in default, not less than four (4) days in advance. This Contract is a license
for the City to act, and it shall not be necessary for the City to seek a Court order for permission to
enter the land. When the City does any such work, the City may, in addition to its other remedies,
assess the cost in whole or in part.
23. Miscellaneous.
A. Construction Trailers. Placement of on -site construction trailers and temporary job
site offices shall be approved by the City Engineer as a part of the pre -construction meeting for
installation of public improvements. Trailers shall be removed from the subject property within thirty
(30) days following the acceptance of the public improvements unless otherwise approved by the City
Engineer.
B. Postal Service. The Developer shall provide for the maintenance of postal
service in accordance with the local Postmaster's request.
C. Third Parties. Third parties shall have no recourse against the City under this
Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City
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shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this
Contract or for allowing deviations from it.
D. Breach of Contract. Breach of the terms of this Contract by the Developer shall
be grounds for denial of building permits, including lots sold to third parties. The City may also issue
a stop work order halting all plat development until the breach has been cured and the City has
received satisfactory assurance that the breach will not reoccur.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or
phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Buildine Permits. Building permits will not be issued in the plat until sanitary
sewer, watemtain, and storm sewer have been installed, tested, and accepted by the City, and the
streets needed for access have been paved with a bituminous surface and the site graded and
revegetated in accordance with Plan B of the development plans.
G. Waivers/Amendments. The action or inaction of the City shall not constitute a
waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall
be in writing, signed by the parties and approved by written resolution of the City Council. The City's
failure to promptly take legal action to enforce this Contract shall not be a waiver or release.
H. Release. This Contract shall run with the land and may be recorded against the
title to the property . After the Developer has completed the work required of it under this Contract,
at the Developers request the City Manager will issue a Certificate of Compliance. Prior to the
issuance of such a certificate, individual lot owners may make as written request for a certificate
applicable to an individual lot allowing a minimum of ten (10) days for processing.
I. Insurance. Developer shall take out and maintain until six (6) months after the City
has accepted the public improvements, public liability and property damage insurance covering
personal injury, including death, and claims for property damage which may arise out of Developers
work or the work of its subcontractors or by one directly or indirectly employed by any of them.
Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for
each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a
combination single limit policy of $1,000,000 or more. The City shall be named as an additional
insured on the policy, and the Developer shall file with the City a certificate evidencing coverage
prior to the City signing the plat. The certificate shall provide that the City must be given ten (10)
days advance written notice of the cancellation of the insurance. The certificate may not contain any
disclaimer for failure to give the required notice.
J. Remedies. Each right, power or remedy herein conferred upon the City is
cumulative and in addition to every other right, power or remedy, expressed or implied, now or
hereafter arising, available to City, at law or in equity, or under any other agreement, and each and
every right, power and remedy herein set forth or otherwise so existing may be exercised from time
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to time as often and in such order as may be deemed expedient by the City and shall not be a waiver
of the right to exercise at any time thereafter any other right, power or remedy.
K. Assignability. The Developer may not assign this Contract without the written
permission of the City Council. The Developer's obligation hereunder shall continue in full force and
effect even if the Developer sells one or more lots, the entire plat, or any part of it.
L. Construction Hours. Construction hours, including pick-up and deliveries of
material and equipment and the operation of any internal combustion engine, may only occur
from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such
activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors,
agents and supplies to comply with these requirements and the Contractor is responsible for their
failure to do so. Under emergency conditions, this limitation may be waived by the written consent
of the City Engineer. If construction occurs outside of the permitted construction hours,
the Contractor shall pay the following administrative penalties:
First violation $ 500.00
Second violation $ 1,000.00
Third & subsequent violations All site development and construction must
cease for seven (7) calendar days
M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and
similar devices is prohibited in conjunction with the construction of homes, buildings, and the
improvements required under this contract. The administrative penalty for violation of construction
hours shall also apply to violation of the provisions in this paragraph.
N. Access. All access to the plat prior to the City accepting the roadway
improvements shall be the responsibility of the Developer regardless if the City has issued building
permits or occupancy permits for lots within the plat.
O. Street Maintenance. The Developer shall be responsible for all street maintenance
until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer
when hazards develop in streets to prevent the public from traveling on same and directing attention
to detours. If streets become impassable, the City may order that such streets shall be barricaded and
closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage.
The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance
of the streets. The City shall have complete discretion to approve or reject the request. The City shall
not be responsible for reshaping or damage to the street base or utilities because of snow plowing
operations. The provision of City snow plowing service does not constitute final acceptance of the
streets by the City.
P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and
maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales)
within the plat and the adjacent off -site storm sewer system that receives storm water from the plat.
The Developer shall follow all instructions it receives from the City concerning the cleaning and
maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end
two (2) years after the public street and storm drainage improvements in the plat have been accepted
by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special
provisions of this contract, will be held by the City for the duration of the 2-year maintenance period-
Q. Soil Treatment Systems. If soil treatment systems are required, the Developer
shall clearly identify in the field and protect from alteration, unless suitable alternative sites are fast
provided, the two soil treatment sites identified during the platting process for each lot. This shall be
done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render
them as unacceptable and replacement sites will need to be located for each violated site in order to
obtain a building permit.
R. Variances. By approving the plat, the Developer represents that all lots in the plat
are buildable without the need for variances from the City's ordinances.
S. Compliance with Laws, Ordinances, and Regulations. In the development of the
plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District(s);
5. Metropolitan Government, its agencies, departments and commissions.
T. Proof of Title. Upon request, the Developer shall furnish the City with evidence
satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to
enter into this Development Contract.
U. Soil Conditions. The Developer acknowledges that the City makes no
representations or warranties as to the condition of the soils on the property or its fitness for
construction of the improvements or any other purpose for which the Developer may make use of
such property. The Developer further agrees that it will indemnify, defend, and hold harmless the
City, its governing body members, officers, and employees from any claims or actions arising out of
the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or
pollutants were caused to be there by the City.
V. Soil Correction. The Developer shall be responsible for soil correction work on
the property. The City makes no representation to the Developer concerning the nature of suitability
of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have
no fill material a soils report from a qualified soils engineer is not required unless the City's building
inspection department determines from observation that there may be a soils problem. On lots with
fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report
from a qualified soils engineer shall be provided before the City issues a building permit for the lot.
On lots with fill material that have been custom graded, a satisfactory soils report from a qualified
soils engineer shall be provided before the City inspects the foundation for a building on the lot.
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W. Haul Routes. The Developer, the Developer's contractors or subcontractors
must submit proposed haul routes for the import or export of soil, construction material,
construction equipment or construction debris, or any other purpose. All haul routes must be
approved by the City Engineer
X. Development Signs. The Developer shall post a six foot by eight foot
development sign in accordance with City Detail Plate No. 5313 at each entrance to the project.
The sign shall be in place before construction of the required improvements commences and shall
be removed when the required improvements are completed, except for the final lift of asphalt on
streets. The signs shall contain the following information: project name, name of developer,
developer's telephone number and designated contact person, allowed construction hours.
Y. Construction Plans. Upon final plat approval, the developer shall provide the
City with two complete sets of full-size construction plans and four sets of 11"x17" reduced
construction plan sets and three sets of specifications. Within four months after the completion of
the utility improvements and base course pavement and before the security is released, the Developer
shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2)
two complete full-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets,
(4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all
utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in
both Axf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital
file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities
installed, including the per lineal foot bid price. The Developer is required to submit the final plat in
electronic format.
Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to
the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and
dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before
the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive
to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and
the as -built escrow withheld until all work is complete.
Rev. 3/31 /06
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CITY OF CHANHASSEN
SITE PLAN AGREEMENT 2015-01
MISSION HILLS SENIOR LIVING
SPECIAL PROVISIONS
THIS AGREEMENT ("Site Plan Agreement") dated February 23, 2015, by and between
the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and MISSION
HILLS SENIOR HOUSING OWNER, a Limited Liability Corporation (the "Developer").
1. Request for Site Plan Approval. The Developer has asked the City to approve a
site plan for construction of a 134-unit senior housing apartment and nine twin homes (Mission
Hills Senior Living), Planning Case 2015-01 (referred to in this Site Plan Agreement as the
"Project"). The land is legally described Lot 1, Block 1, MISSION HILLS 3RD ADDITION,
according to the recorded plat thereof, Carver County, Minnesota.
2. Conditions of Site Plan Approval. The City hereby approves the site plan on
condition that the Developer enters into this Site Plan Agreement and furnishes 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:
PlanA: (A0.0) Title Sheet dated Received January 29, 2015, prepared by SPERIDES REINERS
ARCHITECTS, INC.
PlanB: (Al.l) Site Plan/Site Plan Detail dated Received Sheet dated Received January 29, 2015,
prepared by SPERIDES REINERS ARCHITECTS, INC.
Plan C: (A1.2) Monument Sign Details/Patio Garden Fence Details Sheet dated Received January 29,
2015, prepared by SPERIDES REINERS ARCHITECTS, INC.
PlanD: (A1.3) Landscape Plans/Installation Details/Plant Schedule Sheet dated Received January 29,
2015, prepared by SPERIDES REINERS ARCHITECTS, INC.
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PlanE: (A1.4) Planting Profiles/Rain Garden Diagram/Enlarged Planting Bed Plans Sheet dated
Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC.
PlanF: (A2.0) Main Building Exterior Elevations dated Received January 29, 2015, prepared by
SPERIDES REINERS ARCHITECTS, INC.
PlanG: (A2.1) Main Building Exterior Elevation/Townhome Villa Elevations dated Received January
29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC.
PlanH: (A2.2) 3D Site Development Views dated Received January 29, 2015, prepared by SPERIDES
REINERS ARCHITECTS, INC.
PlanI: (A2.3) 3D Site Development Views dated Received January 29, 2015, prepared by SPERIDES
REINERS ARCHITECTS, INC.
PlanJ: (A2.4) Twinhome Villa Design Options dated Received January 29, 2015, prepared by
SPERIDES REINERS ARCHITECTS, INC.
PlanK: (A2.3) 3D Site Development Views dated Received January 29, 2015, prepared by SPERIDES
REINERS ARCHITECTS, INC.
PlanL: (C100) Grading, Drainage, and Erosion Control Plan dated Received January 29, 2015,
prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC.
PlanM: (C200) Utility Plan dated Received January 29, 2015, prepared by BKBM Engineers and
SPERIDES REINERS ARCHITECTS, INC.
PlanN: (C300) Paving and Geometric Plan Received January 29, 2015, prepared by BKBM Engineers
and SPERIDES REINERS ARCHITECTS, INC.
PlanO: (C400) Civil Details Sheet dated Received January 29, 2015, prepared by BKBM Engineers and
SPERIDES REINERS ARCHITECTS, INC.
PlanP: (C401) Civil Details Sheet Plan dated Received January 29, 2015, prepared by BKBM
Engineers and SPERIDES REINERS ARCHITECTS, INC.
PlanQ: (C500) Storm Water Pollution Prevention Plan dated Received January 29, 2015, prepared by
BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC.
4. Time of Performance. The Developer shall install all required screening and
landscaping by July 31, 2017. 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.
5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the
Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent
("security") in the amount of $1,028,329.50. This amount has been calculated at a rate of 110% of
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the actual value of improvement and will be included in the security required by the Development
Contract. The City will release the security posted in accordance with the City Code.
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 registered
mail at the following address:
MICHEAL HOAGBERG, MANAGING DIRECTOR
MISSION HILLS SENIOR HOUSING OWNER, LLC
17550 HEMLOCK AVENUE
LAKEVILLE MN 55044
Phone: 952-378-4386
mhoagberg@headwatersdevelopment.biz
Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or
mailed to the City by registered 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. On February 23, 2015, the City Council adopted the
following motion:
"The City Council approves the site plan consisting of a 134-unit senior housing apartment and
nine twin homes, Planning Case 2015-01 as shown in plans dated received January 29, 2015, and
including the attached Findings of Fact and Recommendation, subject to the following conditions:
Environmental Resource Conditions:
1. The applicant shall submit a revised landscape plan for approval. The revised plan shall
incorporate increased plantings of evergreens and ornamentals along Highway 101 to provide
additional screening for the twin homes at the north end of the project site in order to meet
minimum bufferyard requirements.
Building Official Conditions:
1. The building plans must be prepared and signed by design professionals licensed in the State
of Minnesota. A "Code Record" is required (Code Record schematic plans may be same scale
as architectural). For "Code Record" information go to MN Department of Labor and
Industry website: http://www.dli.nm.gov/CCLD/PlanConstruction.asp.
2. Buildings must be protected with automatic fire suppression systems.
3. An accessible route must be provided to buildings, parking facilities, public transportation
stops and all common use facilities.
4. Parking areas, including parking garages, must be provided with accessible parking spaces
dispersed among the various building entrances.
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5. Accessible dwelling units must be provided in accordance with Minnesota State Building
Code Chapter 1341.
6. The building owner and/or their representatives should meet with the Inspections Division to
discuss plan review and permit procedures (in particular, type of construction and allowable
area issues must be addressed).
Fire Marshal Conditions:
1. A three-foot clear space must be maintained around fire hydrants.
2. "No Parking Fire Lane" signs and yellow painted curbing will be required. Contact Fire
Marshal for specifics.
3. Street names are required for the main road entering the project and the loop road serving the
twin homes. Street signs shall be installed prior to building construction. Proposed street
names must be submitted to Chanhassen Fire Marshal and Chanhassen Building Official for
review and approval.
4. Fire hydrants shall be installed and made serviceable prior to combustible construction.
5. Prior to combustible construction fire apparatus access roads capable of supporting the
weight of fire apparatus shall be made serviceable.
6. In lieu of a fire lane to the back side of the building, additional fire protection features shall
be provided, including but not limited to Class 1 standpipes installed per Fire Department
requirements.
7. Provide to Chanhassen Fire Marshal radius turn dimensions for accessing the building. The
concern is the center islands for getting fire apparatus to the front doors.
Engineering Conditions:
1. The grading plan must show a spot elevation between the two buildings near Infiltration
Basin No. 5, to show that water will flow away from both structures.
2. Proposed grades at the northwest corner of the western parking lot must be revised so as not
to exceed a 3:1 slope.
3. The following materials are prohibited for retaining wall construction: smooth face, poured -
in -place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber.
4. Walls taller than six feet shall not be constructed with boulder rock.
5. Any wall taller than four feet must be designed by a professional engineer licensed in the
State of Minnesota.
6. If a wall is taller than six feet, a fence or other barrier would be required to provide separation
from any drive or walkway within 10 feet.
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7. The top and bottom wall elevation must be labeled on the southwestern retaining wall.
8. The plans must show names for these streets.
9. The developer's engineer must submit documentation that the street pavement meets a 7-ton
design.
10. The plan set shall include turn movements for a fire truck to navigate the medians for entry
access to the main building.
11. The developer shall incorporate the recommendations from the traffic study into their plan
set.
12. The parking lot aisles must be a minimum of 26 feet wide.
13. Pedestrian ramps shall meet ADA requirements.
14. All water main and sanitary sewer main constructed in this project shall be privately owned
and maintained and must meet the city's requirements for public utilities.
15. This parcel has paid the city for one water and sanitary service hook-up. All additional units
must pay a water and sanitary service partial hookup fee at the time of final plat.
16. The developer shall work with the Building Department to determine the City SAC and
WAC fees for the main building.
17. All work within the MnDOT right-of-way must be approved by MnDOT.
18. A full SWPPP meeting all the requirements of the NPDES permit must be provided to the
city for review and approval prior to recording the final plat.
19. The applicant shall evaluate the practicality of implementing, to the "maximum extent
practicable," volume -reducing practices including re -use.
20. All swales directing surface flows towards surface water features, including but not limited
to storm sewer infrastructure, and off the subject property shall be stabilized within 48 hours
of cessation of grading activities.
21. Erosion control blanket shall include the swales in their entirety.
22. The design of the stormwater BMPs shall follow the guidelines of the MN Stormwater
Manual unless the City Engineer agrees to a deviation for those guidelines.
23. Pretreatment shall be provided for all filtration basins accepting water from driving and
parking surfaces.
24. A planting plan for the filtration features will be required before recording the final plat.
25. Topsoil shall meet, at a minimum, MnDOT specification 3877-2 "Loam Topsoil Borrow."
26. It is the applicant's responsibility to assure that permits are received from all other agencies
with jurisdiction over the project.
Planning Conditions:
1. The applicant shall work with staff to improve the screening of the southwesterly portion
of the site through the use of berming and landscaping.
2. All rooftop and ground equipment must be screened from views.
3. The site is permitted one monument sign facing Great Plains Boulevard. Sign
illumination and design shall comply with ordinance."
8. General Conditions. The general conditions of this Site Plan Agreement are
attached as Exhibit "B" and incorporated herein.
CITY OF CHANHASSEN
I VA
(SEAL)
IMI"
STATE OF MINNESOTA )
)ss
COUNTY OF CARVER )
Denny Laufenburger, Mayor
Todd Gerhardt, City Manager
The foregoing instrument was acknowledged before me this_day of 2016,
by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted
by its City Council.
NOTARY PUBLIC
.m
DEVELOPER: MISSION HILLS SENIOR HOUSING
1 YA
STATE OF MINNESOTA )
) ss
COUNTY OF I
Michael Hoagberg, Managing Director
The foregoing instrument was acknowledged before me this day of ,
2016, by Michael Hoagberg, Managing Director of MISSION HILLS SENIOR HOUSING OWNER,
a Limited Liability Company, on behalf of the company.
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
Chanhassen, MN 55317
(952)227-1100
NOTARY PUBLIC
SP-7
CONSENT
Owners of all or part of the subject property, the development of which is governed by the
foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by
the provisions as the same may apply to that portion of the subject property owned by them.
Dated this _ day of
Lo
STATE OF MINNESOTA )
( ss
COUNTY OF )
2016
The foregoing instrument was acknowledged before me this day of
2016, by
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952) 227-1100
SP-8
MORTGAGE HOLDER CONSENT
TO
SITE PLAN AGREEMENT
which holds a mortgage on the subject property, the development of which is governed by the
foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and
effect even if it forecloses on its mortgage.
Dated this day of 2016.
STATE OF MINNESOTA )
) ss
COUNTY OF )
The foregoing instrument was acknowledged before me this day of
2016, by
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-11
CITY OF CHANHASSEN
SITE PLAN AGREEMENT
EXHIBIT "B"
GENERAL CONDITIONS
1. 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) Site Plan Agreement has been fully executed by both parties and
filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the
Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices
of the County where the project is located, and 4) the City Planner has issued a letter that the
foregoing conditions have been satisfied and then the Developer may proceed.
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.
3. License. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the plat to perform all work and inspections deemed appropriate by the
City in conjunction with site plan development.
4. Erosion Control. Before the site is rough graded, and before any building permits are
issued, the erosion control plan, Plan L, 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 Citys 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 blowing materials, 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 City shall retain $3,180.00
of the posted security for landscaping for twelve (12) months following planting to secure the
warranties. Provided the landscaping is in the condition required herein following such twelve (12)
month period, the City shall release the remaining security to Developer within ten (10) business
days of request therefore.
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 attomeys' fees.
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 Site Plan Agreement
is a license for the City to act, and it shall not be necessary for the City to seek a Court order for
permission to enter the land. When the City does any such work, the City may, in addition to its
other remedies, assess the cost in whole or in part.
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.
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 Site Plan Agreement.
F. Occunancv. 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 Site Plan Agreement. To be binding, amendments or
waivers shall be in writing, signed by the parties and approved by written resolution of the City
Council. The City's failure to promptly take legal action to enforce this Site Plan Agreement shall
not be a waiver or release.
H. Recording. This Site Plan Agreement shall run with the land and may be recorded
against the title to the property.
I. 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 under this Site Plan
Agreement shall be from 7:00 a.m. to 7:00 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. 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
property pursuant to this Site Plan Agreement, the Developer shall comply with all laws,
ordinances, and regulations of the following authorities to the extent any of the same have
jurisdiction over the property's development:
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 furnish 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 Site Plan Agreement.
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
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 the nature of suitability of
soils nor the cost of correcting any unsuitable soil conditions which may exist.
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CONIC. FOOTING
STEEL CENTERING
WEDGES (4)
�11#A #UWA?
STL. SUPPORT
PLATE WELDED TO
STL. GROUND SPIKE
FLAGPOLE SASE SECTION
.i! I SCALE: 3/4" = 1'-0"
STREET NAMES -
I. STREET 'A'
HEADWATERS LANE
STREET 'B'
HEADWATERS CURVE
2. STREET 'A'
LAKE SUSAN OVERLOOK
STREET 'B'
OVERLOOK CURVE
3. STREET 'A'
INTERCHANGE OVERLOOK
STREET 'B'
INTERCHANGE CURVE
4. STREET 'A'
OVERLOOK BLVD
STREET IV
OVERLOOK CURVE
5. STREET 'A'
HILLTOP DRIVE
STREET FBI
HILLTOP CURVE
I
GENESAL SITE PLAN NOTES:
I. BEARING, DIMENSIONS, AND EASEMENTS SHOWN HEREON
ARE FOR REFERENCE ONLY. REFER TO PROJECT ALTA/ASCM
LAND TITLE SURVEY FOR PROPERTY LEGAL DESCRIPTION
AND VERIFICATION OF REFERENCED INFORMATION.
2. ALL AREA5 NOT OTHERWISE NOTED SHALL BE LANDSCAPED.
REFER TO LANDSCAPE PLAN FOR ADDITIONAL INFORMATION.
3. G.C. 70 COORDINATE ALL DIMENSIONS WITH CIVIL DRAWINGS.
NOTIF'Y ARCHITECT / ENGINEER OF ANY DISCREPANCIES.
4. PROTIECT EXISTING CURBS AND SIDEWALKS (U.N.O.)
SITE PLAN K 1'ED NOTES:
® BITUMINOUS PAYING DRIVE WITH CONCRETE CURBS AND GUTTERS - SEE CIVIL
® CONCRETE SIDEWALK, 5'-0" WIDE
® BITUMINOUS WALKING PATH, 5'-0" WIDE
® CONCRETE PATIO
® HANDICAPPED PARKING SIGN, SEE DETAIL 68/A.1
® HANDICAPPED PARKING SIGN - VAN ACCESSIBLE, SEE DETAIL ( A/AI.I
® 20-0" HIGH LIGHT STANDARD ON CONCRETE BASE, REFER TO
PHOTOMETRIC PLAN FOR ILLUMINATION LEVELS.
H 4'-0" HIGH LIGHT BOLLARD ON CONCRETE BASE, REFER TO
PHOTOMETRIC PLAN FOR ADDITIONAL DETAILS.
(DMONUMENT SIGN - GROUND MOUNTED ILLUMINATION,
SEE DETAILS I, 2 AND 3 ON SHEET AI.2 FOR MORE INFORMATION
O DRY SET RETAINING WALL - SEE CIVIL FOR TOP AND BOTTOM OF WALL
ELEVATIONS, PROVIDE 3'49" HIGH GUARDRAIL WHERE REQUIRED PER CODE.
OK ANNUALS GARDEN
© MANICURED LAIN AREA FOR OUTDOOR ACTIVITY SPACE
OM MEMORY CARE GARDEN FENCE
O PERENNIALS GARDEN
OO OUTDOOR FIfEPIT
CONCRETE FILLED STEEL &NO PIPE BOLLARDS W1 POLYETHYLENE
© COVERS. COORDINATE COLOR w/ OWNER & ARCHITECT
® FLAGPOLE AND GROUND LIGHT FOR AMERICAN FLAG
NOTE:
SYMBOL SHALL BE
PAINTED WHITE WITH
BLUE BACKGROUND.
ALL LNES ARE 2 3/4"
WIDE.
AREA TO BE
PANTED BLUE
AREA TO BE
PAINTED WHITE
r
INTERNATIONAL 5YM50L OF ACCESSIBILITY
SCALE: 1 1/2" = 1'-0"
FILL TOP OF PIPE
WHITE LETTERS
I
W/ CONIC., MIN. b"
-
PARKING
BLUE
y� /y
BACKGROUND
WHITE LETTERS
'—'
NRFnuwEo
RFNICIE 1"
NOTE
"PTO$200FINE
FOR VIOLATION
H'CAP SIGN
—
`fl
,
PARKING
BLUE BACKGROUND
-
REQUIRED AT EACH
-
VENICLF IN
1i STL. PIPE,
vne
ACCESSIBLE
H.C. ACCESSIBLE
REQUIRED
FINE
`°""$°""°"
e
PRIME 4 PAINT
PARKING STALL.
v
VAN ACCESSIBLE
6" DIA. Si
SIGN REQ'D ONLY a
6" DIA. STL. PIPE
1/2" EXP. MATL.
PIPE TYP. AT
LABELED STALLS.
TYP. AT EA. HNDCP.
EA. HNDCP.
STALL (PAINT)
STALL (PAINT)
e
CONC.FLOOR
2
SLAB OR APRON
1/2" EXP.
MATERIAL
1/2" EXP. MATERIAL
DI
GRADE
GRADE
d
Xx
N
N
9
jell+ CONIC. FTG.
D
e
FILL PIPE W/ SAND
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iIN
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16-
14" DIAMETER
14" DIAMETER
POURED CONC.
POURED CONC.
FOOTING, TYP.
FOOTING, TYP.
14
O
jl_1111
O
11_211
II_/III
BOLLARD DETAIL
SCALE: 3/4" = 1'-0"
HANDICAP PARKING SIGNAGE
SCALE: 3/4" = V-0"
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• SITE PLAN
• SITE PLAN DETAILS
PROJECT NO: 14-040
DRAWN BY: M.Z.
CHECKED BY: E.R.
Al *1
F kax) 5
MONUMENT SIGN SECTIONS
w4.. • I
2x12 TREATED WOOD
JOISTS W/ TAPERED
ENDS
2'-6" I'-6" 4'-0"
ti
CURVED STEEL TUBES
M
1,_2„ , 1,_2„ _'l,_ fPF;?ECAST
CONC. CAP
9
ALUMINUM
TRELLIS
FOLLOWS
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CEMENT BOARD
-7
SHEATHING
B
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BOARD TRIM
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PRECAST
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CONC. CAP
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t
FOR PLANTING
INFORMATION
6" POURED CONC.
SLAB ON GRADE
I �
I
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I
MEMORI'
CARE PATIO FENCE COLUMNS
I
2'-6"
I
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ENLARGED MONUMENT SIGN FLAN
SCALE: 1/2" • 1'-0"
®e
L
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BEHIND FINISHED Soo, BETWEEN CMU AND FINISHED
SIDING, TYP.
25'-2" AWSLED
BRACKETS TO MATCH
STYLE ON MAIN BUILDING
MONUMENT SIGNAGE
22 SQUARE FEET
MIISSION HILL
SENIOR LIVING
MONUMENT SIGN ELEVATIONS
3" x �6" x 7" W/ (2)1" DIA THRU
BOLTS
2x12 TREATED WOOD JOISTS W/
TAPERED ENDS
4'-0" 1
CURVED STEEL TUBES
„ x x 2,_2" PL n
W/ (2) -1/2" DIA THREADED —
RODS EMBED 3" W/ ADHESIVE
PRECAST CONC. CAP
METAL CAP FLASHING OVER
RUBBERIZED ASPHALTIC
FLASHING STRIP ATOP CMU WALL
2x TREATED WOOD BLOCKING
8" CMU W/8- #5 VERTICAL
W/03 TIES' 8" O.C., LAP 45"
CEMENT BOARD SHEATHING e
a+
CEMENT BOARD TRIM
PRECAST CONC, CAP
4" SMOOTH CMU COURSE, STAGG
I6"x24" JUMBO SPLIT FACE CMU,
STAGGERED
8" CMU 111/8- #5 VERTICAL
111/03 TIES 9 8" O.G.
3ROUT PIER SOLID
PROVIDE 05 HOOKED DOWELS
AT VERTICALS, LAP 46"
6'-0" X CONT. FOOTING, IS" THICK
W/ 05 a 8" O.C. EW BOTTOM
11
MONUMENT
ARCHITECTURAL
ELEMENTS
MATERIAL TO MATCH
BUILDING SIDING IN
QUALITY AND COLOR
PRECAST CONCRETE
CAP BELOW
CMU FOUNDATION
�-
AND POURED
CONCRETE
FOOTING BELOW
MEMCRr CARE PATIO FENCE AND COLUMN ELEVATIONS
ALE: 1/2" • 1'-011
ZEATED WOOD
W/ TAPERED
D 5%. TUBES.
RUCTURAL.
6T
CAP
E CONNECTIONS
NISHED 4'XS'
IUM LATTICE
CEMENT
) SHEATHING
CEMENT
) TRIM
ST
CAP
SPLIT FACE
)URSE
OTH FACE
)URSE
UM POST
uM
RAIL
i
SST
CAP
E CONNECTIONS
NISHED
IIJM LATTICE
CEMENT
SHEATHING
CEMENT
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CAP
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)URSE
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• MONUMENT SIGN
DETAILS
• PATIO GARDEN
FENCE DETAILS
PROJECT NO: 14-040
DRAWN BY: M.Z.
CHECKED BY: E.R.
Al *2
FOUR c�
Mi551ON HILLS SENIOR LIVING SITE PLAN
SCALE: V • 40'-0"
NORTW
FLANTING SPECFICaAT10NS-
1. PLANTING BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE TILLED TO A
MINIMUM DEPTH OF 10". AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION.
2. 5ACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES AND PROVIDE
AMENDMENTS. REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER.
3. FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION
WITH DRIED BONE MEAL OR OTHER SPECIFIED FERTILIZER MIXED IN WITH THE
PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS, UNLESS NOTED OTHERWISE.
4. MULCH MATERIAL- ALL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH
WITH NO FIBER MAT WEED BARRIIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 4"
DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK.
5. TREE STAKING: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY
THE TREES ACCORDING TO THE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND
PLUMB CONDITION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD
ESPECIALLY WHERE VANDALISM(, SOIL OR WIND CONDITIONS ARE A PROBLEM,
Fr. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF
CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES
PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1.
7. RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED.
8. PLANTING PLAN: ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE
PLANS. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES
EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS. DO
NOT SCALE DRAWINGS.
9. ALL PLANT MATERIAL SHALL BE THOROUGHLY WATERED TWICE DURING THE FIRST 24-HOUR
PERIOD AFTER INSTALLATION. ALL PLANTING SHALL BE THEN WATERED WEEKLY, OR MORE IF
NECESSARY, DURING THE FIRST GROWING SEASON.
FLANTING NOTES -
I . NO PLANTING TO BE INSTALLED (UNTIL GRADING AND CONSTRUCTION HAS BEEN
COMPLETED IN THE IMMEDIATE AREA.
2. ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE
LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING.
3. IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS,
SOIL CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT
MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE, THEY SHALL BRING THESE
DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALL.
4. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD.
SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED.
5. ALL PLANTS To BE INSTALLED AIS PER PLANTING DETAILS.
ro. ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE
CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH
SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE.
7. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/ SEED SHALL BE
HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC.
S. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED
JOINTS. ON SLOPES STEEPER THAN 3=1 OR IN DRAINAGE SWALES, THE SOD SHALL BE
STAKED TO THE GROUND.
S. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED
TO RECEIVE SOD.
10, REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER.
LANDSC,AFE FLAN GENERAL NOTES:
I . LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE
GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE (651) 454-MM PRIOR
TO STAKING PLANT LOCATIONS.
2. COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER
CONTRACTORS WORKING ON SITE.
3. WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUB MASSINGS ARE FOUND ON SITE, WHETHER
SHOWN ON THE DRAWING OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO
BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED. ANY QUESTION REGARDING
WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION
OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL.
4. ALL EXISTING TREES TO REMAIN TO 5E FERTILIZED AND PRUNED TO REMOVE DEAD
WOOD AND DAMAGED OR RUBBING BRANCHES.
5. BB TREES AND SHRUBS ARE BALLED AND BURLAPED.
6. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF
THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION
OF A BID AND/OR QUOTATION.
7. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK" AMERICAN ASSOCIATION OF NURSERYMEN.
8. CONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL NEWLY INSTALLED
MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE
WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
9. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION.
10. WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY
THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE
MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED.
I I . CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH TWO CALENDAR YEARS
FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO
ADDITIONAL COST TO THE OWNER. LANDSCAPER To POST BOND,
12. PROVIDE PARK GRADE TREES.
13. ALL AREAS WITHIN PROJECT LIMITS SHALL BE LANDSCAPED
WHETHER OR NOT NOTED ON LANDSCAPE PLAN.
14. A LANDSCAPING INSPECTION FEE SHALL BE PAID TO THE CITY AT THE TIME A BUILDING
OR OTHER PERMIT IS ISSUED FOR WORK TO BE DONE ON THE SAME PROPERTY AS THE
LANDSCAPING WORK, AND AS A CONDITION TO THE ISSUANCE OF THE PERMIT.
15. THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE A50YE WHEN DAMAGED.
IRRIGATION NOTES:
I . LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING
ILLUSTRATING AN IRRIGATION PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WORK
WHEN BIDDING. THESE SHALL BE �REVIEWED BY THE OWNER PRIOR TO ORDERING.
2. VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LOCATION.
3. UNLESS OTHERWISE NOTED, ALL SOD AND PLANTING AREAS INDICATED ON PLAN SHALL BE
100%%% IRRIGATED, THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT-OF-WAY BETWEEN
PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS AIRE PROPOSED.
4. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL
SOD AND PROPOSED LANDSCAPE PLANTINGS ARE IRRIGATED PROPERLY, INCLUDING
THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION.
5. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN
IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT
MATERIAL GROWTH REQUIREMENTS.
PLAN I6 QUANTITY
SYMBOL PPG -CODE
PLANT SCHEDULE
DECIDUOUS TREES
CODE
SYM.
QTY,
SIZE
ROOT
MATURE SIZE
COMMON NAME
LATIN NAME
REMARKS
ASM
0
26
2.5" CAL.
515
50' H x 25' W
Autumn Spire Maple
Acer Rubrum 'Autumn Spire'
STRAIGHT LEADER
CH
10
25' CAL.
5b8
40' H x 3V W
Common Hackberry
Celtla Ocdidentalis
STRAIGHT LEADER
R5
®
52
2.5- CAL,
515
4V H x 35' W
River Birch
Betula Lama
STRAIGHT LEADER
SW
®
10
2.5- GAL.
588
50H x 40' W
Swamp White Oak
Quercus 51color
STRAIGHT LEADER
CONIFEROUS TREES
CODE
SYM.
QTY.
SIZE
ROOT
MATURE SIZE
COMMON NAME
LATIN NAME
REMARKS
BHS
O
:H6'
HT.
515
35' H x 20' W
Black Hills Spruce
Picea Glauca Derwata
STRAIGHT LEADER
IT
IS
V HT.
515
15' H x 25" W
Ponderosa Pine
Pious Porderosa
STRAIGHT LEADER
ORNAMENTAL TREES
CODE
SYM.
QTY.
SIZE
ROOT
MATURE SIZE
COMMON NAME
LATIN NAME
REMARKS
A5
19
12
1.5" CAL.
515
35' H x 20' W
Autumn 5rillance
Amelanchier Grandiflora
STRAIGHT LEADER
M
16
1.5" CAL.
515
20114 x 200 W
Frairiefire Flowing Crab
Malus 'Pralriefire'
STRAIGHT LEADER
DECIDUOUS SHRUBS
CODE
SYM.
QTY.
SIZE
ROOT
SIZE
COMMON NAME
LATIN NAME
REMARKS
GBC
0
44
24" HT
POT
5' H x F W
Glosay Black Choksberry
Aroma Melanocarpa
HS
O
26
24" HT
POT
V H x 4' W
Hummingbird Summersweet.
Clet ra Alnifolia 'Hummingbird'
-
GD
0
I58
36" HT
POT
6' H x 6' W
Gray Dogwood
Comus Racenosa
C55
®
iS
36" HT
POT
5' H x 5' W
Compact Burning Bush
Euonymus Alatus 'Compactus'
RN
(9
38
IS" HT
PDT
2.5' H x 4' W
Red Spite Wnterberry
Ilex Verticillata Nana'
GS
®
18
18" HT
POT
2.5- H x 4' W
Goldflame SpIrea
Spiraea X 5umbalda 'Goldflame'
-
FPL
0
6
IS" HT
POT
V H x 3' W
Prairie Petite Lilac
Syringa Vulgaris 'Prairie Petite'
-
AC
®
78
18" HT
POT
V H x 5' W
Alpine Currant
Rubes Alplmx
EVERGREEN SHRUBS
CODE
SYM.
QTY.
SIZE
ROOT
SIZE
COMMON NAME
LATIN NAME
REMARKS
TA
#
188
24" HT
POT
2' H x 4' W
TarJrxj Arborvitae
%ja Occideftalis TecFny'
-
BSJ
Q
102
24" HT
POT
2.5' H x 4' W
Blues Star Juniper
Juniperus Squamata 'Blue Star'
-
HJ
Q
0
24" HT
POT
i' H x 4' W
Juniper
Juiiperus Horizontalls 'Hughes'
-
JSY
®
70
24- HT
POT
2' H x 6' W
Ja anew Spreading Yew
Taxus Cuspidate
PERENNIALS
CODE
SYM.
QTY.
SIZE
ROOT
SIZE
COMMON NAME
LATIN NAME
REMARKS
kF
370
1 GAL
POT
T N x 2' W
Feather Reed Grass
Calamagrostis X Acutiflora
Karl Foerster'
YD
154
1 GAL
POT
T H x I' W
Yellow Daylily
Hemerocallis
GROUND COVER
SYMBOL DESCRIPTION REMARKS
r r y
RANGARDEN
SEE NOTE #3
............ .....
NO -MOW PRAIRIE GRASSES
SEE NOTE 04
SOD AREA
SEE NOTE 01
5UFF LANDSCAPE ROCK
SEE NOTE 02
' 'a .a •;
C SIDEWALKSOJCTE
_
BI TI.WMMIi OUS WALKWAYS
CONCRETE (PATIOS
REMARKS
I . ALL SODDED AREAS TO BE IRRIGATED (IRRIGATIION PLAN SHALL BE SUBMITTED TO OWNER AND ARCHITECT FOR REVIEW)
2. BUFF 3" ROCK MULCH OVER LANDSCAPE FABRIC (IS" MIN. WIDTH AROUND 5UILDING). PROVIDE BLACK PLASTIC EDGING
BETWEEN ROCK 8 SOD (TYP.) ROCK MULCH SPEC. "RIVER ROCK"
3. SEE 'RAIN GARDEN PLANTING PROFILE' CHART BELOW FOR THE RAIN GARDEN SEED AND PLANT MIX.
4. SEE 'SHORT GRASS PRAIRIE SEED MIX' CHART BELOW FOR THE NO -MOW' PRAIRIE GRASSES SEED MIX.
PLAN
SYMBOL
16 QUANTITY
PPG -CODE
SEED MIXTURES
RAIN GARDEN PLANTING PRC)FILE
A.
I RAIN GARDEN EDGES AND SLOPES
#
NAME
SCIENTIFIC NAME
1
BUTTERFLY FLOWER
ASCLEPIAS TUBEROSA
2
PURPLE PRAIRIE CLOVER
DALEA PURPUREUM
3
FEATHER REED GRASS
CALAMOGROSTIS KARL FOERSTER'
4
PURPLE CONEFLOWER
ECHINACEA PURPUREA
5
BLACK-EYED SUSAN
RUDBECKIA FULGIDA 'GOLDSTRUM'
6
OBEDIENT PLANT
PHYSOSTEGIA VIRGINIANUM
B.
RAIN GARDEN BOTTOMS
#
NAME
SCIENTIFIC NAME
I
JOEE-PYE WEE
EUPATORIUM MACULATUM
2
CARDINAL FLOWER
LOBELIA CARDINAL15
3
PINK TURTLEHEAD
CHELONE SPP.
4
VIRGINIA BLUEBELLS
MERTENSIA VIRGINIATNA
5
SLUITCHGRA55 ' HEAVY METAL' PANICUM VIRGATUM ' HEAVY METAL'
C.
NOTES
NONE.
NO -MOW PRAIRIE GRASSES
SEED PROFILE
A.
FORBS C25%)
#
NAME
PERCENT
BUTTERFLY WEED
I
2.50%
SKY BLUE ASTER
2
1.00%
WHITE WILD INDIGO
3
3.00%
PALE PURPLE COTNEFLOWER
4
6.50%
RATTLESNAKE MASTER
5
2.50%
WILD QUININE
6
2.50%
FOXGLOVE BEARDTONGUE
1
1.00%
WHITE PRAIRIE CLOVER
8
1.25%
PURPLE PRAIRIE CLOVER
9
2.50%
BLACK-EYED SUSAN
10
1.259.
HOARY VERVAIN
II
1.00%
B.
GRASSES (7596)
#
NAME
PERCENT
I
LITTLE BLUESTEM
31.25%
2
SIDEOATS DRAMA
30.00%
3
PRAIRIE BROME
8.7590
C.
NOTES
1 • FINAL MIX MAY VARY DEPENDING ON SEED AVAILABILITY. FINAL
MIX, INCLUDING COVER CROP AND INERT SEED CARRIER IS TO BE
DETERMINED BY A PRAIRIE SEED SPECIALIST AND APPROVED BY
THE ENGINEER.
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PROJECT NO: 14-040
DRAWN BY: M.Z.
CHECKED BY: E.R.
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15" MIN
NOTES
THE HOLE FOR PLANTING MUST BE AT LEAST
ONE AND A HALF TIMES THE WIDTH OF THE ROOT BALL
ALL SHRUBS TO BE PLANTED WITH THE ROOT COLLAR
LEVEL OR SLIGHTLY ABOVE GRADE.
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MULCH - 3" DEEP SHREDDED BARK
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LANDSCAPE FABRIC - SEE SPEC.
PLANTING SOIL - SEE SPEC,
REFER TO PLAN FOR GROUND
COVER
SUBGRADE
CENTERING OF SHRUB IN BED
TO TAKE PRECEDENCE OVER
DIMENSION FROM EDGE.
NOTES:
HAND LOOSEN ROOTS OF
CONTAINERIZED MATERIAL (TYP.)
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING
PLACE ROOT COLLAR AT OR JUST
ABOVE FINISHED GRADE
DOUBLE STRAND 14 GA. WIRE -
3' 'M 120' INTERVALS (TYP.)
16"POLYPROPYLENE OR
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FLAGGING - ONE PER WIRE
ROOTBALL TO SIT ON SUBGRADE
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(UNLESS NOTED OTHERWISE)
PLANTING SOIL - SEE SPEC.
SUBGRADE
2" X 2" X 24" WOOD STAKE SET
AT ANGLE
SOD
• ALTERNATE _METHODS.
IT 18 THE CONTRACTOR'S 01-TION
TO STAKE TREES: HOWEVER THE
CONTRACTOR 15 RESPONSIBLE FOR
MAINTAINING TREES IN A PLUMB
POSITION THROUGHOUT
NOTES:'. PERIOD.
THE HOLE FOR PLANTING MUST BE - 50TTOM AND SIDES OF •
ONE I A HALF TIMES THE WIDTHOF ROOT BALL PRIOR TO PLANTING.
ALL TIREES TO BE PLANTED ROOT COLLAR PLACE ROOT COLLAR AT OR JUST
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DECIDUOUS TREE
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IFi" POLYPROPYLENE OR
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TOPSOIL
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12
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AT ANGLE
SOD
NOTES
18' MIN.'
TWO ALTERNATE METHODS OF
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IT IS THE CONTRACTOR'S OPTION
TO STAKE TREES HOWEVER, THE
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MAINTAINING TREES IN A PLUMB
POSITION THROUGHOUT THE
NOTES-
GUARANTEE PERIOD.
THE HOLE FOR PLANTING MUST BE AT LEAST
SCARIFY BOTTOM AND SIDES OF
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HOLE PRIOR TO PLANTING
ALL TREES TO BE PLANTED WITH THE ROOT COLLAR
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PROJECT NO: 14-040
DRAWN BY. M.Z.
CHECKED BY: E.R.
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PROJECT NO: 14-040
DRAWN BY: M.Z.
CHECKED BY: E.R.
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A2*3
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KEYED NOTES
KEYED NOTES ARE DENOTED BY NO ON PLAN.
�1 INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/C400.
�2 INSTALL SILT FENCE USING ORANGE FABRIC, REFER TO DETAIL 4/C400.
❑3 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C400.
® INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION
CONTROL BLANKET.
INSTALL MN/DOT 3885.2B.5 CATEGORY 1 TURF REINFORCEMENT MAT.
ADDITIONAL PERIODIC MAINTENANCE MAY BE REQUIRED AT OVERFLOW
AREAS.
© FILTRATION BASIN AND WATER QUALITY TREATMENT PONDS ARE TO BE
CONSTRUCTED AT THE BEGINNING OF GRADING OPERATIONS. FILTRATION
BASINS ARE TO BE ROUGH GRADED AND SURROUNDED WITH SILT FENCE
PER DETAIL 4/C400. REFER TO DETAIL 2/C100 FOR FILTRATION BASIN
CROSS SECTION. CONSTRUCTION TRAFFIC IN FILTRATION
AREAS IS NOT ALLOWED AFTER AREA HAS BEEN
EXCAVATED. IF AREA BECOMES COMPACTED, LOOSEN
SOIL WITH MECHANICAL TILLER PRIOR TO FINAL
STABILIZATION. FILTRATION AREAS ARE NOT APPROVED
BORROW SITES AND ARE NOT TO BE USED FOR
TEMPORARY SEDIMENT BASINS. CONTRACTOR SHALL
ENSURE THAT BASINS INFILTRATE AT A MINIMUM RATE OF
I -INCH PER HOUR USING A PERCOLATION TEST ON ALL
BASINS BEFORE FINAL ACCEPTANCE. PERCOLATION TEST
SHALL BE SIGNED BY A REGISTERED GEOTECHNICAL
ENGINEER AND SUBMITTED TO THE CITY AND ENGINEER
FOR REVIEW BEFORE FINAL APPROVAL.
APPROXIMATE LOCATION OF TEMPORARY CONTAINED CONCRETE WASH
OUT BIN. REFER TO THE MINNESOTA'S NPDES/SDS GENERAL
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY FOR MORE DETAILS.
SELF CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS
IS AN ACCEPTABLE ALTERNATIVE TO ON -SITE CONTAINMENT. REFER TO
DETAIL 3/C400.
© SAWCUT AND REMOVE DRIVE ENTRANCE AND CURB IN ITS ENTIRETY.
REFER TO SHEET C300 FOR PROPOSED REPLACEMENT CURB. FOLLOW
ALL CITY AND COUNTY STANDARDS AND SPECIFICATIONS.
�9 REMOVE EXISTING TREE IN ITS ENTIRETY, INCLUDING STUMP.
Fes- I c 1
c
B 9TC.3
o9.ssAN 909.6 GRADING NOTES:
•9io TOP=
v=eazs s 1. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING
9v� 908.8 CONDITIONS PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN
2 �C rc IDENTIFIED BY A SITE VISIT OR CONSTRUCTION DOCUMENT REVIEW.
09.4 908,7
�13 9%9s�3' 2. THE BACKGROUND INFORMATION WAS PREPARED BY SUNDE LAND SURVEYING. CONTACT LEONARD F. CARLSON AT (952)
911 V (i 881-2455.
To8.9 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR
\Ch 9 9.a 9 \ \s09.2 SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS.
!.,,91o.z THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED,
/ ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT
UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION.
W
905.7 4. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED FOR REMOVAL.
905.8 W
W 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES, THE CONTRACTOR SHALL
WATER OBTAIN ALL APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION.
905.6 6. ALL SPOT ELEVATIONS SHOWN AS 17.65, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 917.65.
P�w9 5.6 7. ALL SPOT ELEVATIONS ALONG THE CURB -LINE INDICATE THE ELEVATION OF THE GUTTER, UNLESS NOTED OTHERWISE.
8. NO LANDSCAPED SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE.
9. ACCESSIBLE PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2%.
10. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES.
11. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE DEVELOPER SHALL CERTIFY THAT ALL GRADING AND
UTILITY WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. AN AS -BUILT
GRADING AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION.
/ 12. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND
FUNCTIONING. THE CITY (AND WATERSHED) WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING
ACTIVITIES. IF THE PUBLIC UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD
BUILDING PERMITS FOR VARIOUS LOTS TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK.
13. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE SITE.
Tr/ THIS INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR
BURNED ON THE SITE.
14. THE INTENT IS TO STRIP AND SALVAGED TOPSOIL FOR POTENTIAL RE -SPREADING ON THE SITE, IF APPROVED BY THE
LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. (SIX INCHES OF TOPSOIL - AFTER COMPACTION - SHALL BE
0) 0' D' 0'- RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE
o.cc. o.c. IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE SITE AS NOTED ABOVE. THE TOPSOIL STRIPPING,
L/ STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE TO, AND NOTED ON, THE APPROVED GRADING PLAN
S VARIES AND SPECIFICATIONS. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR ANY
/ SPECIAL TOPSOIL OR PLANTING REQUIREMENTS. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING
4-INCHES OF FILTRATION MIX PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING
RAIN GARDEN TO A DEPTH OF 18 INCHES 'WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION
PLANTS PRIOR TO FINAL REVEGETATION STABILIZATION.
S �.Oe 15. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.
�OpF �.N `' - EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT
SEE PLAN FOR PROPOSED ELEVATION �- PROPERTIES. ANY DAMAGE f0" ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION
V�✓�✓ IS GRANTED FROM THE ADJ6ICENT PROPERTY OWNER(S).
-- = 16. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE
1� BUILDING FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, AS FOLLOWS: AREAS PLANNED TO
24 - =GEOTE1 RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED,
FABRIC MN FILTER FABRIC MN/DOT 3733 STRAW MULCH PLACED, AND DISC -ANCHORED.
TYPE 1 (TYP) 17. WINTER MULCHING:
-1=1=III III1 III III -III III -III III=1 r
UNCOMPACTED 17.A. SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SNOW SO THAT HE MULCH
DRAIN TILE 4" SUBGRADE MELTS THROUGH THE SNOW AND STICKS TO THE EXPOSED SOILS.
17.B. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER FROZEN GROUND. MULCH
FROM BOTTOM OF 20 INCHES IMPORTED CUSTOM MIXED MATERIALS THAT DO NOT REQUIRE DISC -ANCHORING INTO THE SOIL MAY BE PLACED WITHOUT MODIFICATION.
ORGANIC COMPOST, AND
AND 5% IRON
ON SPACED 10' O.C. ACROSS
BASIN SOIL BLEND OF SAND, 16 INCH PERFORATED DRAIN TILE MULCH MATERIALS THAT REQUIRE DISC -ANCHORING MAYBE ANCHORED WITH HYDRAULIC SOIL STABILIZERS OR MAY
FILINGS. PLACE IN 12-15" LIFTS, HAND BOTTOM OF BASIN BE FROZEN TO THE SOIL BY APPLYING WATER, AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A
TAMPED. SUBMIT MIX DESIGN SHOP SUBSTITUTION FOR DISC -ANCHORING.
DRAWING FOR APPROVAL. 18. RETAINING WALLS AND APPROPRIATE SAFETY FENCING ALONG THE TOP OF WALLS ARE TO BE DESIGNED AND CERTIFIED
BY A REGISTERED PROFESSIONAL ENGINEER. SUBMIT RETAINING WALL SHOP DRAWINGS TO PROJECT TEAM PRIOR TO
NOTE: CONSTRUCTION.
REFER TO ARCHITECTURAL PLANS FOR 19. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE.
RAIN GARDEN PLANTINGS, FILTRATION MIX 20. IF NECESSARY, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING. CONTACT THE CITY OF CHANHASSEN 24 HOURS
SHALL BE 4-INCHES SINGLE SHRED IN ADVANCE OF ANY DEWATERING ACTIVITIES.
HARDWOOD MULCH WITH NO WEED MAT,
EROSION CONTROL NOTES:
1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY
ENGINEERING DEPARTMENT AND WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF
2 FILTRATION BASIN DETAIL THE REQUIRED EROSION CONTROL FACILITIES AND PRIOR TO ,ANY GRADING OPERATION BEING COMMENCED. THE
C �� NOT TO SCALE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE -CONSTRUCTION GRADING MEETING ON -SITE WITH THE CITY AND
WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CCNSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE
RESTORED AND IN PLACE AT THE END OF EACH DAY.
2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR AFTER THE
GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR REQUEST.
-' ly 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR
APPROVAL FROM THE CITY.
4. FOR SITES GREATER THAN 1.0 ACRE, AS REQUIRED BY THE IMPCA PERMIT REQUIREMENTS, THE PERMIT APPLICANT
MUST KEEP AN EROSION CONTROL INSPECTION LOG. INSPECTION MUST BE MADE ONCE EVERY SEVEN DAYS AND
WITHIN 24 HOURS AFTER EVERY RAIN EVENT. THE INSPECTION RECORD MUST BE MADE AVAILABLE TO THE CITY AND
WATERSHED WITHIN 24 HOURS OF REQUEST.
5. FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE ROUTED TO SEDIMENTATION
---------------------J-- ------ BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL
I } } + } } + CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE CONVEYORS.
6. SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS, OR DIKES
AND PIPES TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROADS. SITE -ACCESS ROADS/DRIVEWAYS
I TOWNHOME SHALL BE SURFACED WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS.
7. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY
SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION OF
� II II II 1I I CONSTRUCTION.
8. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY
THE CITY OR WATERSHED.
9. ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF
DRAINAGE SWALE (TYP.) CONSTRUCTION OPERATONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES,
I WITH 2.0% AND 5.0% MAX. GRADE THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD
LOW ACCESS. I
AL
LOW L
------------- 10. ALL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. ANY
AREAS WHICH HAVE BEEN PNISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR
I SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET
FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 48 HOURS:
TOWNHOME A. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO
PROTECT SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A
UNIFORM RATE OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN 80% COVERAGE.
B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A
` TEMPORARY VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED
--------------------- ---------- MIXTURE 21-111 (OATS), OR 21-112 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE.
I
T V R A PERIOD GREATER THAN SIX MONTHS PROVIDE A � LOCATION OF C. IF GRADED AREA WILL NO BE DEVELOPED FOR
FLOW DIVISION SEMI -PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 22-112 AT A RATE OF 40 POUNDS PER ACRE.
DGRADES LINE -VARIES `WTH
ROAD GRADES D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND
PLAN SURVIVED A 60-DAY GROWING PERIOD.
E. ALL AREAS THAT WILL NOT BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE
PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 25-141 AT A RATE OF 59 POUNDS PER ACRE.
F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR
LANDSCAPE PLAN), PERMANENT TURF RESTORATION SHALL CONSIST OF MN/DOT SEED MIXTURE 25-131
(COMMERCIAL TURF GRASS) AT A RATE OF 220 POUNDS PER ACRE.
U SPECIFIED
N nnoLOT G. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON -SITE
ELEVATION OF SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON -SITE DETENTION BASINS SHALL BE PROVIDED.
HIGH FRONT TOWNHOME 11. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT NEEDED
LOT CORNER ELEVATION OF REAR
I LOT CORNER DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING
7 -s MIN. CONSTRUCTION, A SILT FENCE OR SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED
FINISHED FLOOR 2Oi
MIN AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS RESTORED.
\qX• 12. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING SCHEDULE. THE
I 2% MIN TO 5% AREA OF LAND THAT THE CITY WILL ALLOW TO BE DISTURBED AT THIS TIME OF YEAR WILL BE SEVERELY LIMITED. THE
MAx. swALE GRADE CITY WILL ALSO REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY SEDIMENT BASINS, DORMANT
SETBACK DEPTH of HousE SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH.
13. FILTER BLANKET AND RIPRAP SHALL BE INSTALLED ON THE DOWNSTREAM SIDES OF ALL STORM SEWER OUTLETS 24
HOURS AFTER CONSTRUCTION AS INDICATED AND DETAILED. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER
ELEVATION MATERIAL MEETING THE MNDOT SPECIFICATIONS FOR RIPRAP AND FILTER MATERIAL.
14. EROSION CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED AROUND THE PERIMETER OF ALL LAKES, PONDS
AND WETLANDS WITHIN OR ADJACENT TO THE AREA TO BE GRADED UNTIL THE TRIBUTARY AREA TO THE LAKE, POND
3 LOT BENCHING DETAIL ROUGH GRADING OR WETLAND IS RESTORED.
NOT TO SCALE 15. TO MINIMIZE EROSION, ALL 3:1 SLOPES SHALL BE COVERED WITH A MN/DOT 3885 CATEGORY 2 STRAW EROSION
C OO CONTROL BLANKETS OR STAKED SOD.
16. ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE
REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES.
17. EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS RECEIVED FINAL STABILIZATION
OR AS DIRECTED BY THE CITY AND/OR WATERSHED.
OF 4ANHAS lE
�EC7-P,Er)
AN 2 9 2U15
^I IgP!H� "�SEi`i PW^INIPi � OC.�'e'
40' 20' 0 40' 80'
SCALE 1" = 40'
RETAINING WALL NOTES:
1. ALL TOP AND BOTTOM ELEVATIONS CORRESPOND TO THE RESPECTIVE GRADE
ELEVATIONS ON EACH SIDE OF THE WALL.
2. THE BOTTOM ELEVATION IS THE ELEVATION OF THE LOW-GRADE SIDE OF THE
WALL, NOT THE TOP ELEVATION OF THE BURIED BLOCK COURSE.
3. ALL RETAINING WALLS SHALL HAVE PROTECTIVE FENCING AT THE TOP WHERE
THE VERTICAL HEIGHT EXCEEDS 30 INCHES. REFER TO ARCHITECTURAL AND
LANDSCAPE PLANS AND SPECIFICATIONS.
4. MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED AND CERTIFIED BY A
MINNESOTA LICENSED PROFESSIONAL ENGINEER. DESIGN CALCULATIONS AND
SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT PRIOR
TO CONSTRUCTION OF WALL.
WALKWAY NOTES:
1. GRADING CONTRACTOR IS TO COORDINATE WITH PAVING CONTRACTOR SO THAT
ALL STEPS AND LANDINGS ARE SLOPED PER CODE.
2. ALL SIDEWALK LONGITUDINAL AND TRANSVERSE SLOPES ARE TO BE PER CODE.
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PROJECT NO:
15139
DRAWN BY:
KAB/SJH
CHECKED BY:
KAM
GRADING,
D RAI NAG E,
AND EROSION
CONTROL
PLAN
C100
Iran LIIIIIIIII.
PROPOSED PLAN
SYMBOLS
CONSTRUCTION LIMITS
PROPERTY LINE
- - -
SAWCUT LINE-----------
(APPROX.)
SANITARY SEWER
>
WATER PIPE
DRAIN TILE
---�---
STORM SEWER
>-
RETAINING WALL
FIRE HYDRANT
GATE VALVE
N
CLEANOUT
•
CATCH BASIN
■
REDUCER
0
MANHOLE
FLARED END SECTION
WITH RIPRAP
IR
DESIGN
w v COMPACTED
m d BACKFILL
N
o' o
> < UNDISTURBED
SOIL
z
a_ WATERMAIN
w
w
SEWER INVERT ELEVATION V. 915.50 TIE TO TEE W/
MIN. OF TWO
3/4" DIA. RODS
*NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED 8" SEGMENT
TO BE PROPERTY LINE UNLESS OTHERWISE CONCRETE BLOCK 8" SEGMENT
SHOWN. CONCRETE BLOCK
ABBREVIATIONS
BLDG
Building
BM
Bench Mark
CB
Catch Basin
CONC
Concrete
DIP
Ductile Iron Pipe
ELEV
Elevation
EX
Existing
FEE
Finished Floor Elevation
INV
Invert
MAX
Maximum
MH
Manhole
MIN
Minimum
PVC
Polyvinyl Chloride
RCP
Reinforced Concrete Pipe
RED
Reducer
RD
Roof Drain
0
NOTE:
PIV SHALL MEET ALL STANDARDS
OF LOCAL FIRE DEPARTMENT
3 POST INDICATOR VALVE
C200 NOT TO SCALE
/
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f 23
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STRM #13
WOOD WALL
STRM #1
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908.
INV. 4.70
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i
PROPOSED
FW 400
i
PRPROM13
•
SSWR #5
J
#4
STRM #8
0
3
0
aP�©
919.00
NV. 917.42 25
N V. 917.42 25
V. 917.42 25
AV. 917.42 25
25 25 918. 2
25 NV. 918.68
25 NV. 919.00
1 UTILITY PLAN
C20 1 =40
r
12V1 3
4
:7
14.50
RIPRAP
WATER
SEE DETAIL
KEYED NOTES
KEYED NOTES ARE DENOTED BY NO ON PLAN. U
❑ CONNECT TO EXISTING 8-INCH SANITARY SEWER STUB. INVERT IS
BELIEVED TO BE 887.00. FOLLOW ALL CITY OF CHANHASSEN STANDARDS
AND SPECIFICATIONS. �+
❑INSTALL 2-45 DEGREE BENDS TO RAISE SANITARY SEWER AS INDICATED
IN THE SANITARY SEWER TABLE.
❑3 INSTALL 8" X 4" WYE FOR PROPOSED TOWNHOME SERVICE CONNECTION.
REFER TO DETAIL 8/C400.
® STUB 4-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF z
PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT i..�
ELEVATION NTH MECHANICAL CONTRACTOR PRIOR TO THE START OF W
CONSTRUCTION. 40' 20' 0 40' 80'
❑ STUB 8-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF W
PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT A
ELEVATION 'NTH CONSTRUCTION. MECHANICAL CONTRACTOR PRIOR TO THE START OF SCALE 1� = 40'?A
w
© CONNECT TO EXISTING 8-INCH WATER STUB. FOLLOW ALL CITY OF a
CHANHASSEN STANDARDS AND SPECIFICATIONS. UTILITY NOTES:
INSTALL 8" X 6" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS
7 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE
AND SPECIFICATIONS. MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL �
® INSTALL 8" X 8" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. `O
AND SPECIFICATIONS. Q
2. ALL SERVICE CONNECTIONS WITH LESS THEN 5 FEET OF COVER OVER THE Z
❑g INSTALL 6-INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY TOP OF PIPE ARE TO BE INSULATED. INSULATION SHALL BE INSTALLED FROM a 0 Ov
OF CHANHASSEN STANDARDS AND SPECIFICATIONS. THE CONNECTION OF THE SERVICE AT THE BUILDING TO THE POINT WHICH O w Z � 0
THE SERVICE ATTAINS 5 FEET OF COVER. CONTRACTOR SHALL OBTAIN Y z
1p INSTALL 8-INCH POST INDICATOR VALVE PER DETAIL 3/C200. z N a z
❑ FOLLOW WRITTEN PERMISSION FROM ARCHITECT OR ENGINEER PRIOR TO INSTALLATION z
ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS.
OF INSULATION. to cl M w N b
11 INSTALL FIRE HYDRANT WITH GATE VALVE PER DETAIL 10/C400. FOLLOW 3. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT Z '0 10 0 = m G
ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. SCHEDULED TO BE REMOVED. O
1Y INSTALL CORPORATION STOP PER DETAIL 11/C400. FOLLOW ALL CITY OF 4. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL w 0 Z 01 P � zd
CHANHASSEN STANDARDS AND SPECIFICATIONS. a
SEPARATION OF 1.5 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ,3 � K cn 0
13 STUB 1.5-INCH TYPE K WATER SERVICE TO WITHIN 5-FEET OF ALL HEALTH DEPARTMENT AND CITY OF CHANHASSEN AND CARVER COUNTY p LU O Off, a
PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT STANDARDS. o � O
ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF a z J = X
CONSTRUCTION. 5. ALL WATER MAINS SHALL BE C900 PVC UNLESS NOTED OTHERWISE. N m a LL
❑INSTALL 8-INCH 22 1/5-DEGREE BEND WITH THRUST BLOCKING. FOLLOW 6. ALL WATER SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET
14OVER TOP OF WATER MAIN.
ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS.
INSTALL 6-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL 7. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CHANHASSEN.
15 CITY LL CHANHASSEN STANDARDS AND SPECIFICATIONS. PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES,
PLUGS AND HYDRANT LEADS.
1B INSTALL 8" X 6" REDUCER. FOLLOW ALL CITY OF CHANHASSEN 8. SANITARY SEWER PIPING SHALL BE PVC SDR 35 UNLESS NOTED OTHERWISE.
STANDARDS AND SPECIFICATIONS.
STUB 8-INCH FIRE PROTECTION SERVICE TO WITHIN 5-FEET OF 9• STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE (RCP), UNLESS
17 PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT NOTED OTHERWISE. ALL 12-INCH THROUGH 18-INCH RCP STORM SEWER PIPE
ELEVATION NTH MECHANICAL CONTRACTOR PRIOR TO THE START OF SHALL BE CLASS RCP PIPE LARGER THAN INCH SHALL CLASS 3
\
CONSTRUCTION. UNLESS NOTED OTHERWISE.
PIERWISE. ALL STORM SEWER PIPE THAT IS EXTENDED TO THE BUILDING FOR ROOF DRAIN SERVICES IS TO BE PVC, SCHEDULE 40.
18 STUB INCH DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF 10. ALL FLARED END SECTIONS ARE TO HAVE TRASH GUARDS, ALL DOWNSTREAM
PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT FLARED END SECTIONS SHALL HAVE GEOTEXTILE FABRIC AND RIPRAP PER
ELEVATION MATH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. MNDOT STANDARDS, AS DETAILED.
1g CORE DRILL EXISTING CATCH BASIN TO RECEIVE 6" PVC DRAIN TILE. 11, CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC,
❑ INVERT OF DRAIN TILE SHALL BE 904.70.INSTALL 6" UPSTREAM CLAMP TELEVISION AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION.
"CHECKMATE VALVE" OR APPROVED EQUAL 12. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF
INSTALL DRAIN TILE FOR FILTRATION BASIN AS SHOWN ON PLANS. REFER THE BUILDING OR WATER SERVICE LINE SHALL BE TESTED IN ACCORDANCE
20 WITH MN PLUMBING CODE.
TO 2/C100. x
13. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GAS
21 INSTALL FLARED END SECTION WITH RIP RAP PER DETAILS 15/C400 AND TIGHT OR WATER TIGHT IN ACCORDANCE TO MN PLUMBING CODE. APPROVED Co
1/C401. RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATER TIGHT (IIIIIIII
CONNECTIONS TO MANHOLES, CATCH BASINS, AND OTHER STRUCTURES. -a N E
-
INSTALL DRAIN TILE AT LOW POINT CATCH BASIN PER DETAIL 12/C401 GROUT RINGS ARE AN ACCEPTABLE ALTERNATIVE. CEMENT MORTAR JOINTS ( I Zo U
N o
ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES 0) v v E
23 INSTALL PERIMETER DRAIN TILE FOR BELOW GRADE STRUCTURES ONLY. CONSTRUCTED WITH SUCH JOINTS. TII I � L'Of1 0 N .0 d9
REFER TO DETAIL 10/C401. PROVIDE SOLID PIPE AND WATER GHT I m Z co 0*'CONNECTIONS TO 10-FEET OF EITHER SIDE OF ALL WATER CROSSINGS y ob @s
PER AN PLUMBING CODE. w W 5,N t E E
UTILITY NOTES FOR WORK IN PUBLIC RIGHT-OF-WAY:
44 LOCATION OF PROPOSED ROOF DRAIN LEAD. REFER TO STORM SEWER z �? o o ci n d c
TABLE FOR INVERT ELEVATIONS AND PIPE SIZES. COORDINATE EXACT 1, FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY STANDARDS AND m N "cno _ o n
LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR SPECIFICATIONS. z a)E
TO THE START OF CONSTRUCTION. w M W C0 c_ 0 " x
2. PRIOR TO CONSTRUCTION, CONTRACTORS ARE TO COORDINATE ALL WORK `I
25 LOCATION OF PROPOSED ROOF DRAIN DOWNSPOUT COLLECTOR. REFER WITHIN RIGHT OF WAY AND OBTAIN ALL APPLICABLE PERMITS. 5 u_ W o < o
TO DETAIL 13/C401. ALL STORM ROOF DRAIN DOWNSPOUT COLLECTORS Oa€w
SHALL BE 8-INCH SCH 40 PVC UNLESS NOTED OTHERWISE. COORDINATE
EXACT LOCATION AND INVERT ELEVATION NTH MECHANICAL CONTRACTOR
PRIOR TO THE START OF CONSTRUCTION. m o
26 INSTALL SUMP CATCH BASIN PER DETAIL 9/C401. 0 Q
d0 10
27 INSTALL OUTLET STRUCTURE PER DETAIL 2/C200. N LL 10
1/8" BARS - 3" O.C. n
PROVIDE 4 - 1/2" SS ANCHOR
i
DIPPED GALVANIZED
IN 2 SECTIONS
SEE DETAIL
��1/4"Ox 1 1/4" FLAT STL.
� (4) 1/2" - 13 UNC HEX
HEAD STAINLESS STL. BOLTS
1/2" SMOOTH RIND. STOCK WITH NUTS AND WASHERS
3 1/2" O.C. BOTH WAYS ~~~~III
(2) 1/4" X 1 1/4" FLAT
NOTES:
1. GRATE TO BE MADE IN (2) PIECES
2. ALL METAL SHALL BE HOT -DIPPED
GALVANIZED.
STORM
SEWER STRUCTURE
TABLE
STRUCTURE
STRUCTURE
NEENAH
RIM
INVERT
ID
DIMENSION
CASTING
ELEVATION
ELEVATION(S)
PIPE
LENGTH,
DIAMETER,
SLOPE & NEXT UPSTREAM STRUCTURE
(INCHES)
TYPE
STRM
#1
18" FES
NA
896.25
N
= 895,00
49
L.F.
OF
12"
RCP
@
0.51%,
STRM #2
STRM
#2
48" CBMH
SEE DETAIL 2/C200
906.00
S
N
= 895.25
= 894.67
--------
16
L.F.
OF
12"
RCP
@
0.63%,
FILTRATION BASIN #1 DRAIN TILE
STRM
#3
24" FES
NA
906.33
N
= 904.00
25
L.F.
OF
24"
RCP
@
0.31%,
STRM #4
S
= 904,08
SE
= 908,02
62
L.F.
OF
15"
RCP
@
1.00%,
STRM #11
*STRM
#4
48" CBMH
R-3067
919.19
N
= 906.99
61
L.F.
OF
15"
RCP
@
1.50%,
STRM #5
NE
= 907.83
83
L.F.
OF
12"
RCP
@
1.00%,
LOADING DOCK ROOF COLLECTION SYSTEM
S
= 907.90
STRM
#5
48" CBMH
R-3067
911.31
N
= 907,90
133 L.F.
OF 15"
RCP
@ 3,50%, STRM #6
E
= 909.00
66
L.F.
OF
12"
RCP
@
5.40%,
BUILDING DRAIN TILE
STRM
#6
48" CBMH
R-3087
920.00
S
SE
= 912.55
= 912.55
--------
33
L.F.
OF
15"
RCP
@
1.99%,
STRM #7
NW
- 913.20
-
STRM
#7
48" CBMH
R-3067
920.57
NE
= 913.20
229 L.F.
OF
15"
RCP @ 1.00%, STRM #8
S
= 915.78
67
L.F.
OF
12"
RCP
@
0.99%,
NE ROOF COLLECTION SYSTEM WEST HALF
SW
= 915.50
--
STRM
#8
48" CBMH
R-3067
920.83
S
= 916.75
95
L.F.
OF
12"
RCP
@
3.14%,
NE ROOF COLLECTION SYSTEM EAST HALF
N
= 915.75
46
L.F.
OF
12"
RCP
@
0.99%,
STRM #9
STRM
#9
48" CBMH
R-3067
920,70
S
NW
= 916.20
= 916.20
30
L.F.
OF
12"
RCP
@
0.99%,
STRM #10
STRM
#10
24" X 36"
R-3067
920.40
SE
= 916.50
--------
CB
NW
= 908.64
--------
STRM
#11
48" MH
R-1733
914.34
S
= 908,89
68
L.F
OF
12"
RCP
@
4.25%,
STRM #12
E
= 908,97
17
L.F.
OF
12"
RCP
@
1,02%,
ROOF DRAIN #1
STRM
#12
48" MH
R-1733
917.41
N
E
= 911.77
= 911.77
18
L.F.
OF
12"
RCP
@
1.01%,
STRM #13
STRM
#13
48" MH
R-1733
919.19
W
E
- 911.95
= 911.95
108 L.F.
OF 12"
RCP @ 1.00%, STRM #14
W
= 913.03
--------
STRM
#14
48" MH
R-1733
922.88
NW
= 918.79
35
L.F.
OF
12"
RCP
@
3.51%,
STRM #16
E
= 913.03
19
L.F.
OF
12"
RCP
@
1.01%,
STRM #15
STRM
#15
48" CBMH
R-2535
922.22
W
E
= 913.22
= 913,22
--------
47
L.F.
OF
12"
RCP
@
1.00%,
SE ROOF COLLECTION SYSTEM
STRM
#16
27" CB
R-2535
922.93
BE
= 920.02
--------
STRM
#17
24" FES
NA
910.08
S
= 906.70
30
L.F.
OF
18"
BOB
@
0.40%,
STRM #18
*STRM
#18
48" CBMH
R-3067
912.87
N
SW
- 906.82
= 906.92
--------
82
L.F.
OF
12"
RCP
@
0.40%,
STRM #19
NE
= 907.25
--------
STRM
#19
48" CBMH
R-2535
912,08
E
= 909.38
4
L.F. OF
12"
RCP
@ 1.03%,
FILTRATION BASIN #4 DRAIN TILE
SE
- 907.35
165 L.F.
OF 12"
RCP @ 1.00%, FILTRATION BASIN #3 DRAIN TILE
STRM
#20
12" FES
NA
908.70
E
= 906.70
27
L.F.
OF
12"
RCP
@
1,50%,
STRM #21
*STRM
#21
48" CBMH
R-3067
911.00
W
SE
= 907.10
= 907.10
30
L.F.
OF
12"
RCP
@
1.33%,
STRM #22
STRM
#22
24%36" CB
R-3067
910.33
NW
= 907.50
--------
STRM
#23
8" FES
NA
918.77
W
= 917.50
80
L.F.
OF
8"
PVC
@
1.00%,
SW ROOF COLLECTION SYSTEM
STRM
#24
8" FES
NA
918.77
N
= 917,50
56
L.F.
OF
8"
PVC
@
1,36%,
NW ROOF COLLECTION SYSTEM
*PROVIDE SUMP CATCH BASIN. REFER TO DETAIL 9/C401.
SANITARY SEWER
STRUCTURE TABLE
STRUCTURE
STRUCTURE
DIMENSION
NEENAH
CASTING
RIM
INVERT
PIPE LENGTH,
DIAMETER,
SLOPE &
NEXT UPSTREAM STRUCTURE
ID
(INCHES)
TYPE
ELEVATION
ELEVATION(S)
EXISTING
STUB
SSWR
#1
AND 45
NA
887.73
SW
= 887.00
21 L.F.
OF 8"
PVC @ 90.28%, SSWR
#2
DEGREE
BEND
SSWR
#2
45 DEGREE
BEND
NA
901.76
NE
SW
= 901.03
= 901.03
--------
107 L.F.
OF 8"
PVC @
1,00%, SSWR
#3
SSWR
#3
48" MH
R-1733
914.25
NE
SW
= 902.10
= 902.20
--------
213 L.F.
OF 8"
PVC @
2.06%, SSWR
#4
SSWR
#4
48" MH
R-1733
920.50
HE
S
= 906.58
= 906.68
151 L.F.
OF 6"
PVC @
1.07%, SSWR
#5
SSWR
#5
48" MH
R-1733
911.75
N
S
= 908.30
- 908,4
110 L.F.
OF 6"
PVC @ 1.01%,
BUILDING CONNECTION (INV. 908.50)
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PROJECT NO: 15139
DRAWN BY: KAB/SJH
CHECKED BY: KAM
UTILITY PLAN
C200
PROPOSED PLAN
SYMBOLS
CONSTRUCTION LIMITS -
- - -
PROPERTY LINE
- - - -
RETAINING WALL '
HEAVY DUTY
BITUMINOUS PAVEMENT
CONCRETE
PAVEMENT/SIDEWALK
SEE LANDSCAPE PLANS
FOR PAVEMENT DETAILS
FLAT CURB AND GUTTER
PEDESTRIAN CURB RAMP
ACCESSIBLE PARKING
SYMBOL
C
SIGN
q I
PARKING STALL COUNT
2
*NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED
TO BE PROPERTY LINE UNLESS OTHERWISE
SHOWN.
7
Eel
u
0
ABBREVIATIONS
BLDG
Building
BM
Bench Mark
CONC
Concrete
ELEV
Elevation
EX
Existing
FIFE
Finished Floor Elevation
LIFE
Lower Floor Elevation
MAX
Maximum
MIN
Minimum
R
Radius
TYP.
Typical
MNMUTCD
Minnesota Manual on Uniform
Traffic Control Devices
7
PROFUmp
PROMG
STRM #17\
/
9 0
7
0 \.
0
i
2
30.0 E
i
01
/ PROPO
B
9 0
7
❑2
'
24.0'
24.0'•::
<
18.0,
0
PROPO
5.5'
1
BU
2
i
11
7
P 0
s 7
G
916.00
WOOD WALL
a
5.0'
13
131s:
TRUNK H/GHWA Y NO 212
7
n.
0
WEARING COURSE PER MN/DOT TACK COAT PER MN/DOT 2357.
2360 SPWEA240
CLASS 5 AGGREGATE (10% CRUSHED),
NON -WEARING COURSE PER PER MN/DOT 3138 COMPACTED TO AT
MN/DOT 2360 SPNWB230 LEAST 100% STANDARD PROCTOR
DENSITY.
1.5"
1.5"
6" MIN.
24" MIN.
4" DRAIN TILE
PLACED AT
LOWPOINTS -III-III-III-I 1=1
AND AT CATCH 12" MIN.
BASINS III=III=III-III=III=III=III-II
SELECT GRANULAR SUBBASE,
SCARIFY AND RECOMPACT PER MN/DOT 3149.2132
SUBGRADE TO AT LEAST COMPACTED TO A MINIMUM OF
100% STANDARD PROCTOR 100% STANDARD PROCTOR
DENSITY -PROOF ROLL PER MAXIMUM DRY DENSITY.
MN/DOT 2111
FAT
ARING COURSE PER MN/DOT
TACK COAT PER MN/DOT 2357.
0 SPWEA240
CLASS 5 AGGREGATE (10% CRUSHED),
NON -WEARING COURSE PER
PER MN/DOT 3138 COMPACTED TO AT
MN DOT 2360 SPNWB230
/
LEAST 100% STANDARD PROCTOR
DENSITY.
2"
12" MIN.
n
24" MIN.
" DRAIN TILE
PLACED AT
-
LOWPOINTSAND
T _--III-III-III
BASINS CATCH
III -III 12" MIN.
SELECT GRANULAR SUBBASE,
SCARIFY AND RECOMPACT
PER MN/DOT 3149.2132
SUBGRADE TO AT LEAST
COMPACTED TO A MINIMUM OF
100% STANDARD PROCTOR
100% STANDARD PROCTOR
DENSITY -PROOF ROLL PER
MAXIMUM DRY DENSITY.
MN/DOT 2111
CONCRETE GUTTER
TOP OF CONCRETE CURB
BROOM FINISH
CONCRETE PAVING WITH
CONTROL JOINTS AT 10'
MAXIMUM SPACING
d
n
d
n
................................•.•.�j
NOTE: JOINT SPACING SHALL NOT EXCEED
24 TO 30 TIMES THE PAVEMENT THICKNESS
WITH
A MAXIMUM OF 15 FEET.
8 1 CONCRETE PAVEMENT
C300 NOT TO SCALE
B612 CURB
AND GUTTER
3' TAPER SECTION IN GRASS;
10 FEET WITH ADJACENT WALK;
UNLESS NOTED OTHERWISE
CONCRETE SHALL BE REINFORCED BY
SYNTHETIC MICRO AND MACRO FIBER
REINFORCING PER SPECIFICATIONS.
8" CONCRETE PAVEMENT PER
SPECIFICATIONS.
5" CLASS 5 AGGREGATE BASE (100%
CRUSHED) PER MN/DOT SPECIFICATION
3138, COMPACTED TO AT LEAST 100%
STANDARD PROCTOR DENSITY,
COMPACTED SUBGRADE
NOTE:
EACH DRIVEWAY
WIDTH PER PLAN
PANEL NOT TO
EXCEED 100 SQ.FT.
2'TAPER
z x c�
�
N
U
SID
WALK
IDTH
PER
PLAN.
EXPANSI
N JOINT
TRANSITION CURB
RADIUS PER
x
FROM FULL HGT
GEOMETRIC PLAN
¢
J
® STREET TO m
MATCH ® SDWK
EXPANSION
6" CONC.
o
JOINT
(NO MESH
FLOW
LINE
CURB AND GUTTER 2'
PER CITY STANDARDS
KEYED NOTES
KEYED NOTES ARE DENOTED BY ❑1 ON PLAN.
❑1 INSTALL B612 CONCRETE CURB AND GUTTER. REFER TO DETAIL 7/C401.
INSTALL MOUNTABLE CONCRETE CURB AND GUTTER AND CONCRETE
DRIVEWAY. REFER TO DETAILS 7/C401 AND 8/C300.
1E INSTALL NOSEDOWN CURB SECTION. REFER TO DETAIL 7/C300.
® INSTALL HEAVY-DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 6/C300.
❑5 INSTALL LIGHT -DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 5/C300.
© INSTALL CURB CUT FOR DRAINAGE SWALE. REFER TO DETAIL 4/C300.
❑7 INSTALL CONCRETE WALK. REFER TO DETAIL 8/C401. REFER TO
LANDSCAPE PLANS FOR CONCRETE FINISH AND JOINTING.
® INSTALL NEW CURB AND GUTTER TO MATCH EXISTING CURB AND GUTTER
ALONG CSAH NO. 101. FOLLOW ALL CITY AND COUNTY STANDARDS AND
SPECIFICATIONS.
❑9 INSTALL CONCRETE DRIVE ENTRANCE. REFER TO DETAIL 9/C300.
10 INSTALL MONUMENT SIGN. REFER TO ARCHITECTURAL PLANS FOR
DETAILS.
11 INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 2-6/C401. REFER
TO MN/DOT STANDARD PLAN 5-297.250 AND MN/DOT STANDARD PLATE
7038.
12 INSTALL STOP SIGN PER MNMUTCD R1-1.
13 INSTALL BITUMINUOUS WALK. REFER TO DETAIL 3/C300.
40' 20' 0 40' 80'
SCALE 1° = 40'
GENERAL NOTES:
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED
OTHERWISE.
2. ALL CURB AND GUTTER IS TO BE B612 CONCRETE
CURB AND GUTTER UNLESS NOTED OTHERWISE.
3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS
SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE.
4. REFER TO ARCHITECTURAL PLANS FOR PROPOSED
BUILDING LAYOUT.
5. FOLLOW ALL CITY OF CHANHASSEN AND CARVER
COUNTY RULES, REGULATIONS AND SPECIFICATIONS
WHEN WORKING IN PUBLIC RIGHT OF WAY.
PAVING NOTES:
6.
NO PONDING OF WATER OR ABRUPT TRANSITIONS WILL
BE ALLOWED WHERE NEW PAVEMENT/CURB/SIDEWALK
1. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. ALL WALKS ARE TO BE
MATCHES INTO EXISTING PAVEMENT/CURB/SIDEWALK.
CENTERED ON THE DOORS.
2. INSTALL APPROPRIATE EXPANSION MATERIAL WHERE CONCRETE IS ADJACENT
7•
PARKING STALL DIMENSIONS VARY. REFER TO PLANS..
TO BUILDING FACE.
8.
THE CONTRACTOR IS TO CONTACT THE CITY OF
3. SAWCUT AND MATCH NEW BITUMINOUS PAVEMENT INTO EXISTING PAVEMENT.
CHANHASSEN FIRE MARSHALL FOR THE EXACT
NO ABRUPT GRADE TRANSITIONS OR PONDING OF WATER WILL BE ALLOWED.
PLACEMENT OF FIRE LANES, YELLOW -PAINTED CURBING
4. MATCH NEW CONCRETE CURB AND GUTTER INTO EXISTING. FOLLOW ALL CITY
AND NO PARKING AREAS FOR FIRE PROTECTION
OF CHANHASSEN STANDARDS AND SPECIFICATIONS FOR CURB TYPE, MATERIAL
PURPOSES.
AND INSTALLATION METHODS.
9.
CONTRACTOR SHALL PAINT ACCESIBLE PARKING AISLE
5. SAWCUT EXISTING BITUMINOUS PAVEMENT AND CURB AND GUTTER TO NEAREST
WITH STARNDARD STRIPING AND "NO PARKING" AS
SHOWN ON PLANS.
JOINT. COORDINATE REMOVAL LIMITS WITH SITE DEMOLITION CONTRACTOR AND
CONSTRUCTION MANAGER. INSTALL DRIVE ENTRANCE PER CITY OF
CHANHASSEN STANDARDS AND SPECIFICATIONS. FOLLOW ALL CITY OF
CHANHASSEN AND CARVER COUNTY REQUIREMENTS FOR TRAFFIC CONTROL.
CONCRETE SHALL BE REINFORCED BY
SYNTHETIC MICRO FIBER REINFORCING PER
SPECIFICATIONS.
BROOM FINISH
! o
b
CONCRETE GUTTER
PLAN VIEW
GRANULAR FILTER BLANKET
SEE NOTE2 1 AND 2.
FRONT VIEW
CLASS 1 RIP -RAP
RIP RAP VIEW
CONCRETE SLAB
GRANULAR BASE
REFER TO SPECIFICATIONS
COMPACTED SUBGRADE
REFER TO SPECIFICATIONS
CONCRETE CURB
NOTE:
1. THE CONTRACTOR AT HIS
OPTION, MAY SUBSTITUTE A
GEOTEXTILE FABRIC BLANKET:
Mn/DOT SPEC. 3601, FOR
THE GRANULAR FILTER
BLANKET UNLESS OTHERWISE
NOTED IN THE
SPECIFICATIONS.
2. RIP -RAP SHALL BE PLACED
IN ACCORDANCE WITH
Mn/DOT SPEC. 2511.
�o
00 £
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N O U
I ro 01
a)L,It
O N E d o
I I mZM0 � 00
�200
W ,mIW Y v6cmo°°� 2
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PROJECT NO:
15139
DRAWN BY:
KAB/SJH
CHECKED BY:
KAM
PAVING AND
GEOMETRIC
PLAN
C300
6e"[
' (irate Shown
2- tr$ Grate Chown shall be
used at all law Eaink's.
-ace of Curb .•'
Wrier,tion rt Fl;om
PLAN
Coichbus6n Casting
and q ate T .N.^e anh FIX0-iJ ;if equal Grate to be 2' below I.
rad+uS Coro box. / gutter gratfaP_
side
traf cacan tourbasi GaY o4,Tp."M
rretaet concrete a' 91de at batfhEasfrt.
HDPE adjusting Top or curb•
AarYE3
I,Xpimum of 2-27,#4�
V ""
rmoAlmum 0t Varies
concrete adprsrreertk 6"
ring:: allowed with l,'4"••-••,to 1/2" bed oM mortar
between earth and c
€r" thick concrete cvfleYr C:raul
on the outside-
_m,rm _ ......k"Lein. base"
DoglTouses 9hT9ll be
grouted d bath the t IC N
na Y i S do and seals de. �,,,
1
S
I, ,kept II I be 6r:ovidQ-0 In ,all Cai baReh/'rrgmhote0 and St -Grin Seaev rriani•'•440S. I
C.
2. _oti.Wq to tie totally oncased in concieta^ ctrb •section.. I.
4. va b4i structure's are atiowed.
4 '4v wood shims err 0arrriltted 6h the odfolikamg r'inass.
an
STORA SEWER CATC-I BASIN
mom
2' X 3' RECTANGJLAR
REiASEk 2-tar PLATE NC:
ENGINEERING DEPARTMENT 3101
Fd.E NMME:G: SPECS .'!1at
13 CB-2' X 3'
C40 NOT TO SCALE
cEENAtc Q-4141 61AX OR
NPR0vf1,.4 COUAL.
c0i AD UFIUG PINGS' (2'•I
rr ION x
G air N
9/N" MCI ixt"wu"
CgI S&ai;al CONIC--. _ - CA'5tmMa. PoNJG9 III 5iF`AfCiUPLE
r,;LLAR tTYP F p .. a - ' .._ ... _ MBRIAR SIRALL MEET Mn6al
! ErrEE 2a0e 2dY
...,�' REINFCNtGMIAT tt) tt#'#'Jby,, OF I
P IA '1 0
a fna AT:pW r t IsA Sr'8 Ct tTF war 5III TO ar. y1ACQAi SECTION
,... FRT: CASH' tTPEAAN. Al, RI:WJIRt:f.1
C',iNG, III, S01A i, 6E IT
Prn IraT. GI :^t 'AY Af G
044'eliv rallp
4)' LC-taa N _l Z2L2t1
D17SICA4 SPECIAL 2
Off TYPICAL 27" DIAMETER
CATCH BASIN
RENSEO: --Tar !WEE He,
ENGINEERING DEPARTMENT 3i103
FIIL NAAW-.Q "N 'rS 36a3
14 CB-27"
C40 NOT TO SCALE
Sea: Laity plate Na w107 Mir ripli pleacemeyit,
f
I HO C IIa�I
h,
h,
lit Reel 3 prCe wriii •••
p.wr writ ItrSMulf q1
EPtp' I'v aril tuba ew bl)kt)rn
0t wip8,
lI 1.YFxi
t AN R' ,r.Tor ed y'orltrgtii FYprcre'.S shall be fur Emhe•dl 9e r+ tdfeo w thant Trish G'uardR
All new Pen'UrctiJ r xI Cret^ Aprons cr, new pipe sei be Shed 11 3 pipe
engths II frr,Mn OCwOTL
:5 Alt new ftp;nf,O,,:eo 1_tnr rapt 2^ eiytnrlR Lr, N is'.Frio F•K,e .,FP*H d<.r toed D, the vlrsl
F..ARED ENE! SECTION
REvsEE, V-Ma FLtiTE Na:
ENGINEERING DEPARTMENT 1108
FT.L (d G SPECS 3Fae
1+
}i )NA � i F It i. �. d-I Li E L_ z 44 kA �L P,E LI I^I J
�afiuTE ^LI> '4412 tT I
ALI- plVEAJ'I",. ML.113T BE APR1c`.iv_D Lt'( CAT),
r� w It1uTR°v' rAamf fW '>Ald. tel a rvF4P[; ta's,m FFC,
-.. P mUWl;laks k o r do GUiwAW, ukRiGoIR kS# `.rink
MC MT Aur CA"I(I Be"* PEO h uYii PEI {,"hvF
T"r ,M'APF,Bi f.rdi TH IriTA tCNl"n+ eC T.er
I Nhi1J
t al 1146 JFt "L HRE
IUJRD Cll r Fl.E Fiat
��'1 W�I'L1rp.NY
,gqi, A, E,t;Y'N '
^.. "r1f'E'T
_ t _ ..........
q I,
H fet,.A"f NOPY . AN[) 1
PL�slfiL_ a 4Rw tPu: II A aE i . E
Ii,rSl _
y Y z
H 8,' ^d„f. -. -•.,,. `l ATE 11AA-4C ''f.G
11+ :eFAY rl• ° rerl auArr>nr"
r:.l
,
L i I - ''k"^"'i { 9A-Nfi i.- i CN-ti:Nl ih PI..,UK
tL
I NIA w f II are 4LL H „'E. NVI`
` WaX.i'i
N-" 41NILL Url AL'LS TH;AA., UC AU0.4 r IU F.W,i Tl.a'Yv WARNED` PFER:Q
h ITE d !;d T IrM Y3 (u Ttr; W,n,70NMA1V K'P;(:IA; A'ICWi6.
I d:•. 1 11 r W fr n i f f I P 4 t•
I i ' f
I 1 Ilb, hui tdt bi 1p'A[PL1
i.. J Dr.I"-
, IT -, , I l WAIT .(,I A,F diet
„ 1 _. ,
10 HYDRANT INSTALLATION
C40 NOT TO SCALE
. Street PL
McNeil lqm 4A pogJ --�
denoting: curb' box,
top 5" PiTinked bfut.
_..__
r:UrY. boa wish 1 t f4
Stand pipw anti Sta w•rnary rod
V
I,y
ro Water +.rwrwCal
Typo, k ' i:iwr
I /" ii4NtY+�'Tl:iCn' G C"�
t
��;pM[xWFu:uJWUWIiAw,,,ue„u,wnmw,n,miOu 4Mfnw'Imu - i '
Support ,........-- ._.-
?;,I'^1 4 e.le tAil Gf ,t
84
}
`--..' cv er MAq)
fa(ITF
T. Do mare pluiil e;nd oil Curb skip
,Add 6' <ntlr Sed pUptoll lea 'Cry, s•kop
The f;•QtAp er sNi 4U Yule betmvmn the nic;n and i CU* ban
:eho(Y be GrM. aalntrnixtis pistil, JT rnpihT#, spaPcas will nil be aepnntltea
Istl'a Be Cl1,01`1 Cmck to bli I" x I" I i¢w!" &3metA,,
Sodctd_.l regwrL--d o.f [1IP Sr sariallrl male,, aril A143 nnolns
grid all mains Iz" or kmg4 .
F,. Salddlos when revlya,red ONSIV tie F,.rLfl Aiyle F-2102 double stria
rtCli9el G.itK 1 e Nays Tlrs fO„pxai'rr iPn sl ItilA-,: wtatCrina+if9
Qiil� TYPICAL
0 YI WATER
mom
SERVICE
'REY'i5Ek: 2-11 PILATE NO,•.
ENO NEERING DEPARTMENT 10051
F=IE N,NE: AE'Nla' SPE.. '.tom"
11 WATER SERVICE
C40 NOT TO SCALE
Slindrnum rover reyuirad
mark Tyler arc C96C} over top of ,voter male,
iN �vim Mueller 'tar H-10.36P
bibby-`stt;-Cr1ix No. B-,SI otT' Faraawdle V'aiute '• fwm Yi,la°a'S
Surrar:e
It ,he LTiSta'<rr Fr¢1m
I" T'as, Nak I 'Tne 4'oI To
�. 'hoc, 5urfo Gm is Gaeater Than !V".
,v
v
Xie
YFdar
"d
6860
rki"
d n.
Mueller
yr
H.-12,'W 2,6••
a +�
54db;9'-3Nt Cr2e',:
lAla,
Vt7 hl7�
?'P'.
:r.
R yler
"0.
'8
14"
emu:
Ntn,
S>w9
is"
tNA,
Parr
a'A"
Mfle'llnr
^Art
58
14'
PPa
fl'R
Ea i
No
57
)"
No
5'
14
rY�
NN,.
U.,d
QiE
RD
'i'
?Ior
e4a
68co
65"
Dixd,niker
?flan,
H"-1(J3b1 ei5
YiPsih"SYdf•Crakw
Pk1u
TiL$ST
NG"
4111 0,
'Mml'Tp and
Bnr
to �C
�T,�,,JL'
TIMaA"11v wrapped Per 1,„
117
�6
i
Adjust 'f TG 5 4 ., w
jU9. p ,a / bCi14^
grade. son M•a be Bret to
girovidr- 12" at :idlustaidBiTt.
I
lyl-v Mr, 6960
Mueller 14tp 0,15'
Nrbby-ti,iC .rf7,r f1 TYiffll '
9 rleee 5 tJ%4' malt s''we
C bras. G arta+r•doa,
Of., roirit Comp
cote Valli cdaptes t r4"
E Nee art h Plato t v.N '
,ra:lt itlp i 2 IRuSh#r
if i1 ye, r tllje+t RktwrvaP'
The' GLyfe d,, .:^ And
Gale wwwv Adapter,
Meam#der at' Arcelv'axteu
td W Ccwu;r0ll
Rell wank Sedge Valve
Aeltar"muq to,, AINI
L 'h17 Hk £itanelar NUs
i(ki'th AN Ski;tenlres:u
Stite>I Null ,tr f•iDlky.
1E1-*t..xP" l.cwlr ✓t£ Y4b..YH
T"PIC;AL GATE VALVE
cum AN? BOX INSTALLATION
R-mo:2-,fA IIINO:
ENGINEERING DE f%RTMFNT 1006'
Fit;: t44kM_. , \ E4G SiFisSh 1C#Ai
Ada rti
akq.o n FROTITI,
Amal RiII
M! 15"
MCI L"sl.inq and AdumsfiN
Rdnq (See Note 2110)
ProvNe IAd Barrier on all sontary
Sewer mavithale(See plate Va$4
Mali Strops Shalt b i
Neenah R-1981d, 16" PA Ge)ler.
Satan, SRrdf be mn 0gwnKtrm sn
Side'Mlnlexa Pipe %atrietca is
Aft Jolntl in ineni to have 'G"Y•Yfig
rubber g4tilU . inei--sh4ld i torrid
919a(E or 5p. dirieCktta Y,ly this tn<#os!r.
A MCiBidour, of ? Irsrl uontol¢
RYsem to Be Used Dkrectty
Belov Cane Section
PdFJa It U r 1 Suitt int Ru+J d be ,u
with inside III Be WaP
-ear-n-SEat required,
._._._._"_..._ P iCa.+st €overt£ must be 1/2 of
r SEP I M1 lope Diameter and Bivi, ins
/ ._S( -, !%r S•}peid " TaVrord rho. tnvir't
- Minimum ttuickness; of paimcost base is
6" for 14' deelO )r less. and rRrE•ra9cs
I" II} th,l,•-koil IV every m o1 aepMhl
granter iron 14'.
gUr-
r-•n••-seol n iorlh Glo cr 414,eil Conekdered ae,.optaw*1m dtrn'r<ato.
A�pll.. dr.,q liouiHmI II be gnSidted on ire¢ide Q41 autitddel.
i, 1b.Yen the inanhidle at C:atCie tMNNIn elinuctore NT r..00murliCteal
Owliside the traueNed 'oadway a 'witness riW and sign •MItj
dial! the ;rsH l#P1 riled to the Monti
cliff of STANDARD
mum MANHOLE
RE'vi 2-T3 MN.AFE fABY.r.
ENGINEERING DEPARTMENT �*01
7 STANDARD MANHOLE
"0NOT TO SCALE
wL lot
: _WYE o`LUr4ace Ehici-
f I, a BwraLl
fy° P6rC sLSR-?'}$ E+FWE f.7N. :s:, fiBaE t J'd" p`EFi' E(DL)T
a+
4 % ^^�--•• �-�+i��-..Y.,..._....,.... ...-_•,� �_ ,rye.•=off... �...............................'�...........„., .... �..,
��
4 SZE Not
r Iat'C aA,iE'"IR PJfbc.
SXF._5AA1iTAtir sU&P
GRAY!1il MAIN
I ',ANITAR Y $ F'"q'i SERVILE CiNINECTiON CETA
CD E3 tY" ry !.I C'ipduUAtl:7lChtl 'i`6iTk1 R`t Ay"ll-"PIT P!P`1"D
VAJNS cOR I,k ii tlF I-I)VF''R 16 FL'E7 OR JIS: `, '
'WILVENT MIEL.D ALL. i0file-. {NON G4$P..Et[01
.. aIHI SAtd TAPT SCIpER WEFdvYCt`. fly #N%dT ACC4MC`AIHtE'LT 6Y A WATER SERVICE Ihd
TINE SAME: T :Ni:;ta, INx7_4@A. A Fi' hlfA'" if1AL FERCiE POST 440 Tit 2 X
MARKER AP0 F'.AJNT rOF ii OF PC3'.ST 1-10T•E'.,CEW GREEN.
L ., e S
r' � . T REQUIRE) va rw ptz F7 r � .TAN v, an �lN T' HOUSE .. ANOJ Mdi". 9.D 4 FW7 AfE J i CS .E O' O 4J.,E
ExCEEaS 90 FErT.
•, AY.L PSPE aSHtA,Ij.. BE ElErd'nELI l)N (.RAriVI..AR BOPR;CiW :51IA CP CiAIRSE FII.Tf.;R
AiIGF'EGdATT: j°�t491i1
cup
TYPICAL SANITARY
mom
SEWER SERVICE
RE'aSEfi; 9--Ga
ENGINEERING DE'PARTM:ENT
PtiATE wit: 2001
Fl4i NalilE.: ;' KWIC
8 SANITARY SEWER SERVICE
C40 NOT TO SCALE
CI;;AFACTED SAND a"RciP175Cb '.$':if+t<6!
4d ° igrX w.N f
NXX
' NJ51.14IN:HN
a
�`4Natnara a;F sl+a:ClP EE 4• 111
(,PH EYORM'AL^. tMM.n3A L p
T.41P..ak 1 0714 liif,A 01(I S'
A,'S H:wlilco. �^rr��a4aa� ee ry rr rr11 IL,�� SEMP
WATI;.RMAIN ^Ti rPBf!'il'`., �... 4IRAar JE�M1 P
wTsD:
INSICLAU1,N AND GSA+Ir'l§CftA SAtp,'• :AtAL,', ExT£'iNl II PAS! G'+JT51t� �E+d' FIF7,
lr5'I,f,A13�dC ".+'tlAt.t rit;Erl ;,A AT ,tlTpdTS RY i#pN9. CIF 9,"
aff of
rATERIAIN/STORPtiq SEWER
CROSSING
r'Lvsse z..Fa LAiNo
ENGINEERING DEPART "? El ClvM ENT t. FIV vad''ea!a eNa°s'PEcs.'ax„a
5 r". MPH LENi:THi STEEL P(GT F. i.NN.. I.EIaGr4'' SPIEL PGST
AT I Fr, ii EPAC.II - Ale, Pr AaLF4 SFAiSTE L PD
r GEVTEW Ike FABRIC' ggn�>N.xriLE tN.eRtr.
aLASTr 20 'lit -,E SFi tildr. RA.$810' �p TIES
9R NIA:
.Sd TI , IN
s- % (510 LB, 411BOLED s pi �a 0.l ,rJ�ATlik' !N TOP 5 TREE COAWACTION Z011ir LrF:Ab%k1 ma 7LY4 0 �`�S
NAICil l ?611
x F Crir +' E=z -41t-
Ml ole (( Vt^Yana FLOW
it L
YLT FENCE, PlACIANE G YCEq 4u SiLlf PISNCC 14CA, CIVEr(TATi
5 T'. Idttfi. L:INGIN 51TEL t}4t it GEDIE:x3ILT:. F'Allftc
AT u FT iNa%. Fd'Aq',laG ..-. ttv iWE:
r,,. sT4Fr k;5
r' 'Amk TAMPEa NATI,IR aI. Stir.
0
n Z ( FLOW
I L
t � -• SHLT FENCE.• TO eE PYAr,Eti
{Na "111010RM SEE 91&r'E�`Wd:AGE
I p d
r'W4Ci LEN; TY§ coi'#EAM. kMET.:[I
SILT FENCE, Pt?E'ASSLhdEfl.E'I3 i 9 if '� Vt�",_,•,
LESS THAN 2% Val FEET
2 `f x 75 FEE""
5 lG% 57 FEET
,.C.iES
14 210 X 25 FEET
OCE PER Mki SPES. SUJiRCE 2W
1,YAx,AtER THaN 2fY'.0 1=_ FEET
29)5 dk 36lR6.0.Wr.,ii
N7 OF SIT IF'EaafL. 'Priatbl
:ram Fnoan 5'imt Fdm
LE
i:-,T c ERrnum
CUr+9nbwi+'Sg Nrem: tl 1ft+% ._._
J;kiaSACA SRA$ic
ClE
w .M_..__..»..
Sky PEN4't: NEAR E(TE By
`@ k.
E '1"sifdE
"v9,% 1Ttl LMI
.r r•
4%IiNSTRi,ir.ail#Die I,SMiT!Fn//.i
✓+�",r•••
L(>t+ AT)IJN OF SN.T FFRICF:
SILT
FENCE
ENGINEERING
DEPARTMENT
5300
iTL£ tAAiEcG R
4 SILT FENCE
C401 NOT TO SCALE
COMPACTED BACKFILL
I Q
BEDDING Do/24 MIN 3" J
EXCEPT TYPE 4
BITTER BEDDING MATERIALS AP
COMPACTION EACH SIDE SAME
REQUIREMENTS AS HAUNCH
MIDDLE BEDDING LOOSELY
PLACED UNCOMPACTED
BEDDING EXCEPT TYPE 4
STANDARD TRENCH INSTALLATION SOIL AND MINIMUM STANDARD PROCTOR
COMPACTION REQUIREMENTS
INSTALLATION
HAUNCH AND OUTER
LOWER SIDE
TYPE
BEDDING
907 CATEGORY I
TYPE 1
95% CATEGORY 1
95% CATEGORY II
100% CATEGORY III
90% CATEGORY 1
85% CATEGORY I
TYPE 2
95% CATEGORY 11
907 CATEGORY II
95% CATEGORY 111
85% CATEGORY
85% CATEGORY I
TYPE 3
90% CATEGORY II
90% CATEGORY 11
95% CATEGORY 111
95% CATEGORY III
NO COMPACTION REQUIRED,
NO COMPACTION REQUIRED,
TYPE 4
EXCEPT IF CATEGORY III
EXCEPT IF CATEGORY III
USE 85% CATEGORY III
USE 85% CATEGORY III
EQUIVALENT SOIL CLASSIFICATIONS FOR SOIL DESIGNATIONS
SOIL
UNIFIED SOIL CLASSIFICATION SYSTEM (USCS)
MN/DOT SPECIFICATION
CATEGORY I
CLEAN COURSE GRAINED SOILS: SW, ST. GW, OF, OR ANY
COARSE FILTER
SOIL BEGINNING WITH ONE OF THESE SYMBOLS WITH 12%
AGGREGATE
OR LESS PASSING A #200 SIEVE
MN/DOT 3149.2H
CATEGORY II
COURSE GRAINED SOILS WITH FINES: ON, GC, SM, SC, OR
AGGREGATE BEDDING
ANY SOIL BEGINNING WITH ONE OF THESE SYMBOLS
MN/DOT 3149.2G
CONTAINING MORE THAN 12% PASSING A #200 SIEVE
CATEGORY III
ENE GRAINED SOILS: CL, ML, (OR CL-ML, CIE . ML, ML/CL)
NOT APPLICABLE
WITH LESS THAN 30% RETAINED ON A #200 SIEVE.
NOTES:
1. COMPACTION AND SOIL SYMBOLS -LE. A5% CATEGORY C REFERS TO CATEGORY I SOIL
MATERIAL WITH MINIMUM STANDARD PROCTOR COMPACTION OF 95%.
2, SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST THE SAME
COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONE.
3. THE TRENCH WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO
ATTAIN SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES.
4. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF
EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT LEAST THE SAME
COMPACTION AS SPECIFIED FOR THE SOIL IN THE BACKFILL ZONE
5. NO BEDDING IS REQUIRED FOR TYPE 4 STANDARD INSTALLATION.
6, REFER TO ARTM C1479-07 FOR DETAILS.
7. TYPE III BEDDING SHALL BE USED UNLESS NOTED OTHERWISE.
FINAL GFi6GtE
11
- 5" MTPIIt.Ml7M
IRa;klt.JkTTI}t`I
4
OT-
PIrdE SHALL Of. CEht'EREC, UI UER INSI-iLaiTK76# UNILES" Cl"DAE WSE bFA�C'rF'MGE'D:
If1yk,1t.,ATSjN1 IIALC. '.VERLAP AT SEAld9 6Y VIN' 'li"
:Ica....
6, y
afff INSULATION
DETAIL
hF SED:11-10 PLATE it tl,.)
3 }4CiINE R1'NG I17P VEiT1i6ENT '"
PP.' Evil i : 'HG S:'C y.0 2205
t"._ y. F, ti'lliia CdTLI'Sf�EY NLNC<
r,.
' y�
IU"T.TItd CYF.PTH FOR wo CMPs y r1tT
frJur,
l8" MINIMUM i,TT OFF r,-RM--"....,..�
To Pmilil PLINCIFF FROM SITE
F' I.TEtt EAEtFtir„
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Y! ROCS
CONSTRUCTION
ENTRANCE
REv&Ea: T...io ENGINEERING DEPARTMENT PLATE rn.: cl-301
RIM NWEik ENG CS 5301
DIMENT THr,I�L
P,eIaT, UR CTIUIRED BY Y41M,a7,LLC.a3H".' lPEE, UNI-,
Ec,S 83 0$., CORCC1RANd PAR. OR' WIJAL.
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:
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2. Rli,", oy'E r)FREIS„SErAWFA W FROM kFCFF7AC1,E AFTER FACH RAIN k".`J&",PIT.
affif CATCH BASIN
SEDIMENT TRIP
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PROJECT NO:
15139
DRAWN BY:
KAB/SJH
CHECKED BY:
KAM
CIVIL
DETAILS
SHEET
15 FLARED END SECTION
C40 NOT TO SCALE
6 PIPE INSULATION
C40 NOT TO SCALE
3 CONCRETE WASHOUT AREA
400 NOT TO SCALE
NOTE: _ '\' ',n^"7- 3 y» Tap Bituminous Voterid ,, � j s ea? t"•,
1;2 r �y ..(
1. WATER -TIGHT CONNECTIONS SHALL BE MAINTAINED. ;,y I, sidpe I' °a y4 „�
2. USE SCHEDULE 40 PVC ON ALL PIPES, UNLESS NOTED ti° - 3 G"y�.er It a ul
OTHERWISE.
3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED '�° "` +• ';; C..�,�'`' k z r,•7
DOWNSPOUT BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. 12,_c,dg ° Acal.
H
S tl8 M.no0T fSlitt3 o- �
FINISH FLOOR 6" OVERLAP •-.._...µ ..�. w".�...•• �QVncrrf.s t,,:urb»<�nd utte,� h . I 9 ppp� :a .:!' j'y+„ w y} r
tiIi P.
RIM ELEVATION, P� Y¢,TNg� tRwa r"Pj A
SEE SEWER TABLE SEE UTILITY PLAN. f.'e,x iyf uTtcw to .e var,t, ke
REFER TO SPLASH '1
PAD DETAIL BELOW. —III„�, T Bituminous Alotf.6af 1 I n., •a � � �����✓j��� 1
III:E.� 1 P �' n�"r f` op r k r r as r] r R ak g Ir t ,,,d
Ulf _ FILTER FABRIC : t ekt1�R jj�L 1 '�, ty ,�,,u Im1� ��II Ti-1Ti—III=111— MN/DOT 3733 TYPE 1 Nz �e uy' �yptt - —_'".
, -05 4 W
45' BEND SCH. 40 PVC' •--••..,.••••+•'•.x: MnC}i5T Bht2 I t : '•-•--••-v-�
AND RISER PIPE COARSE FILTER AGGREGATE 6 " j,,, "'�"� CQ^+'4ta Curp and Cattm a u •'.' y t +x n. ..w_... ...»_. .W............._.W
5 a s k.t til rw` c o` i3ii a 5b%i S?iLFS hP El73 NTS #JdTi
MN DOT 3149.2H Q
/ N PPE
1% MINIMUM SLOPE - 1; •• I +" r r O
[ g� h e P.aIA g1€xRAP €l�(JUlFtEC1 GRANUtAI`i f�lt, mil REiYU'ikEGl LO
r,,... .,,...,m„„..,"._..r..„,_.,...I 'e'P 6a Orf� wath F flrctle Gtd woya. ,. r,•, rt+ I I IT" IY Tea 24" 9 to 12 L,Y rA-3 LINDEP RIP RAP AND 1i � Q
SEE 1 C200 Hardclnq 4.ofs, ar Mxlioaey. 6 I ,1�' T(Y 4 to try 20 C.'d t;&.;9 I.AYE:RS 9E �Pytlx fUIN:dI't Ii1 < w
INVERT ELEVATION / PERFORATED DRAIN TILE m.•••-•-•-.••••••-••.•-••--.•.•..•.».......x._.•...r.,..Y._.___",_,..x.��..w.......•..�...__...••...,,r- "`s`' '•'I•- A"•t 1
REFER TO KEYED NOTES FOR INVERT ELEVATION OF t �.a..., � 'j rF� w " TO 4t1" «,1 t>> 3tl 0Y C:I».':9 f"nE#RsC ':9R F:t7iAi.. a Q V
9 CONNECTION PIPE REFER TO MN/DOT :H W -• + ,
ON UTILITY PLAN I ,. T n nCd c sV f2Y old uy, C t. O w V a
TO STORM SEWER. THERMOPLASTIC PIPE 3245 1d R ! _ 9(»" "'q elf unvd+rxes L9rSilas:ia9 I' B•M w..tlk,es Cubic yn;Ird qf+ 4pp7rlarr,mdytely 2,hT>00. 11111) �[ Z Z `u� ,
N V
Q w z
° DRAIN
IACKILE + _w . _. a _r. - t "W.. p � M LU N
a° a aw N - A = z r `o 0 1--
6 m G
w a !,; ,� Y Lx :._ •..•.A._............._...........»..».v,._........ a 7... r.k� r•' I'. xRAFr J z 0, 0,
_..sty _- : _.._ _ i __ r 1 r .„ a ...n W..._..........,,...,.,.....Sk,.. .... 1 O O S
k: n ' �rTr ,N � '0
sq 1 r 5srm'ou..,taala� I r '' �ar�'ILL .pp-.x, " •1,,K f, w 04
O Z_ 01 O, a Q
_._....._.... '� C:,ancw'ryld fbr:, +71iI{ CiiatpQe' ' a N ay ! ', `"x,h `•�F",p C,"r.�?x,.T3`�,..•^.' '� c! L0 N N O
PROPOSED GRADE :6' 1,s"....: "'-"•.,.W...... rr,; O w O O^
_ ^...»_..,.. ._..._.._. _.. y ' ('4, �' •. [y_ '°�•,`+� GC Vr1KtlKirc FOCKn tb l(El1EF7 9r6CbP:;XFk,I O tS (2 w
Z I° 1i I '• �S in ,.L&rrr,ra3 d- N m d LL
c, 4" TOPSOIL X
o PROVIDE A 6" "`"� "" •,,,-•-•-f p,08+"r 11 ��` 'a
PROPOSED CLAY CAP t
R Rw
°� DRAIN SPOUTS -
LOCATION f i fJ 'a."`. / ' • .f"`
w - .. ,.
NEENAH R-4380 FOUNDATION WALL BACKFILL 'r" �' - ,.'
CO3
m
GRAN
MATER
CASTING F.F.E. 924.50 THAN PASSING NO 40SS ...... _ _.... _,. -" - cs - j,#^"w ti.,.�
l,/ %,r•'' drtUxn Erti±l<ri
BUILDINGLAR Sureorc —I
_ FLOOR ,,• o,/'/ tJituranpus orb !tr "�,L �ramu9tir hat�a (aflPllJtr1'
CONCRETE SIEVE AND LESS THAN 5% f... ..-_.._ ..�:,.,,._�. ,_._... ... . , i, Shts,-' n,m- .------- e 1d i "". t j'I;: ryr
SPLASH PAD 12' 6' PASSING THE NO. 200 SIEVE. �l - - n rw+s ?u�cM^i; ,E Lr r
4
2r: x«x,xx,x,xxxxxxxxxxxrxxxxrxxr. ,»xxxxr
DRAIN TILE PACK FLOOR SLAB xx '�'�
5-1/2" .f,.IqrjrIrj 1/2" EXPANSION TYPICAL CURB y '1V13i1� 'RIP RAP'
JOINT COMMON BORROW O AGE GUTTER 1 '� ._ [DETAIL
CITLOCATION SIZE VARIES Leer"
tEetc,w / BUILDING FOOTING RNISL�=#,c•nrI�a C"Ipary •r zsSEAL BETWEEN EN41NEERING DEPAPTIRI£NT 520 ENGI \EEING DC'FAR"I'MEN r 40 /PIPE AND JOINT 3Fls: tl SPE�Cs1G24: R .3,4t7
W/ NON -SHRINK GROUT
z
0
<
RISER PIPE o
z
GRANULAR 10 BUILDING PERIMETER DRAIN TILE 7 CURB & GUTTER 4 PEDESTRIAN CURB RAMP 3-5 1 RIP —RAP
BACKFILL C401 C401 C401 NOT TO SCALE C401 NOT TO SCALE 00
NOT TO SCALE NOT TO SCALE
I�IIIIIII��I C 6
SECTION VIEW _ __ a__ � ........___ ._ _T_ __._»d_ __ _ ____ _......_. _ I I m 15
� � E
t Ro U mo
CU o
TtA yx k ra K 4 zg _» _ _ z W W > N m co 'T
tlri d. rr
00
o O M Y 2 0
W to co C O ro m a = e
z VARIAELE I w 6 R fl k a l k PP As F �a� 0T ro m
v m s cd��N�T a. �_d �_....
m / la• N v x �h. „k eg �._ x r
CD COMPACTED BACKFILL / / r ¢ pp s 4
z __ ....__. § fl e�fT" �' S'S6 3 k .r u, b t �tp e r '14n1 h B
MIN 12" fircR,Srtr q Is �: q4� g a r ' i" 4 & ,•
••rryn�„ {I fl a@ g
X / "1'�'''� f - 'Sir wy 4rrIPITd9 d.1 .tl F p 4 M °^ '�$ 3 qpg `I�r' L, MP Q V
'ti{81� F pd :�tT
W \ R ...rq ,.,.-._ E..: ";`" -..r' ..&. ( y r2A T YRWn at5 J +. F S tl ,r . d'•p. yet.. gg Z I�
VFIiVE BGrX } 6 E : v i' 4 "" p g , 4 e k -P, an �• d '$+ ,Q" I d q . 'S a'*b° ,Ag a O in ,p
/... Do :. / �4 3 1 B 'a ''/ *n ,s. ..F*gI-;u E� �r W'IP: , 2' YS'E41µ ir7 '� O_ cn w •o
VARIES 5'. {' d E x ' " „a$ „� _x T r, ti � yS g 9 . "P k £ %y d _
DRAIN DOWN SPOUT I!.T ,r'AA•„X .,r,a,a„ r gy O
(SEE SECTION VIEW) - / " R -A «.ydA +F ----- I r'Eg.,g�g? a O O
SPRINGLINE , C,EE PLAP15} 0 - u q I x nt '*WN7 J
q gq
rr t " 'pFW }"1- t 6
t 1 1111 p if, s, � I O V
6 10" PVC iROADWAYWW _ N.. #y_ M Ir d e 4WIF R` sib d w Z
`T.O'k. 10 II . W d + „ >I 'I '1a'a� v� f f''� :A x�'� L d o .c r
/ ...max,.-.
PIPE PIPE EM EDMENT Di _ HAUNCH r CUR /' -- • � ,•'•'E" a. �•' � ' � • . I r d k„'. �' k � � � ' i; �'>iE�' ,4r'I � � F
f
PLAN VIEW /\ PIPE BEDDING I. -I,' — �" Ow zo yy„ pp z�o0�. w
i� " , ' nil Q
>.�D wZ
-' " ". 5 Ua � 'yye�a ,�„ v�� Ip a x p: (� •r,_{�. ._,L_....... O w
FOUNDATION 4" C,6A.,eS .a CirM,a:--J'1ry`i"a / 6•'; e ar .. ^'t'• I d w Z Q
(�,,f��,,f� o O (�,, O (�o (�,, �yo (AS NEEDED) 'f',!, O Y o
0 o`"G" 0 0 Cp o o G' o C� o O 0 o O o „'` 2 }d ` r w,
13 DOWNSPOUT DRAIN WITH SPLASH PAD AND CASTING BEDDw, MIN 4" o000000000�0°�000000 '�----�- •- 4 .. �`'�
C401 NOT TO SCALE / �A o �� R4ilr,� n� e
�j\�/A�A /A �\ /\ /\ �� --CONCRETE' SEE rIOTE:S f s*x, a r yy � #
_,a
NOTES'
1. THE MINIMUM TRENCH WIDTH "W' SHALL BE W=Do+16" OR 1 25*Do+12 WHICHEVER IS � .7 �g4 � ,� +�a � ^), � r� z „� � �
GREATER. k ° ":v 1 T:' 'S �. ° ,
2. PIPE EMBEDMENT MATERIAL SHALL BE CLASS I OR CLASS II MATERIAL. REFER TO 1�+°' . 5 _ ` 1 t r�
� If a,
SPECIFICATIONS FOR DETAILS. 'I'I V' - - t •''-' "I " I '" -' Idt.l -
3. REFER TO ASTM D2321-05 "UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FORlsp+,'pjI
., "�..
SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS' FOR DETAILS. I, TrF%ICAf. 5 atlrCh LcSsdCRf"'}'!' .:�C_.vvrAt.k.. r!r 'rd ' p '�•' "` �r:;;,l v v
BUTTRESS TO BE a' III° a tl
POURED AGAINST FIRM "a. USE 8" THICK F'(F CrOmI ERIC.A9_ DIPlY Yd;<-Y rr'd'CI',s'S'SR,40, � I rR'li 14rr # 4 s :q I� � I I r,�� � �T a a a
IIf UNDISTURBED EARTH. 1 1 TYPICAL PIPE BEDDING FOR PVC v- 4INT SP'An'WO AT of INTEIRVA,S. LXPAItS tM JOINT Spit' 1Nc AT IrO' � I ' -- �D
Se w, • r.
e ,
°te = C401 NOT TO SCALE faarEtavAt..� AND wICN AE+�ITT�1Va ,., ..rTlr.; Gor1..>� OR S�tuCFURE.
sn r-
I
A
��pp , q�p�rLij
00 I 4111Uf CIONC'REA1 �,1l� 1 _ I ITY.ff� � t n r I l�r D � a
��
A ti�'P . W SIDEWALK;.. � µ �,��� �� v
c
12"
�j "
re �
r � W
- RtvsErr: d-ca Fi.A:F r+c;
_ - 521 , D'cC'AF'"tx h , hia : a,:;.: s?� r - " .I, +Ifl1 >r ' -:4
6 OVERLAP ENGINEER DrPARTMENT 7t r 4 9 n " l ., r rl':r r>
II Flu srA \kMG`, fl4:5\ 2f♦ iZl'1T
i
,
BUTTRESS TO BE PLAN — 22 �2^ BEND FILTER FABRIC
POURED AGAINST FIRM MN/DOT 3733 TYPE 1 �v?
UNDISTURBED EAR . BRACE PLUG AGAINST �� 8 CONCRETE SIDEWALK 5 PEDESTRIAN CURB RAMP 4-5 2 PEDESTRIAN CURB RAMP (1-5)r n
.I_ UNDISTURBED EARTH. `.J
COARSE FILTER AGGREGATE 6 ro C401 NOT TO SCALE NOT TO SCALE C401
MN/DOT 3149.2H G`4,01 NOT TO SCALE
PERFORATED DRAIN TILE
C Ili- PIPE REFER TO MN DOT .xxi....,x...,.,,,......,.._.",...,...,,.,",.:.,v.,.."....._.....M_..»..._:._..x..n.x,r.,:"r.r,,.,..",......v..
TURF THERMOPLASTIC PIPE 3245
9 TF. III DRAIN TILE k��t x
PACK BITUMINOUS MATERIAL %- - w - 2"„36 „u rtllm'rnT foe Ntcrrrfh W fl sN yyYY -! cn
equolr 1 r"-,-.4 � vl g I 1 n n 1�
P = \ 1g� t: i p? xtg 4 x rfl N s,
' , 4 i a- p g J fix„ r"fl
. r t E T t„ n
\ / - ...' BASE MATERIAL i... � .
S
ER L - '� y 1�,y� yy pry 9
' 1A tr I' J p y,A.•, ..yy •� R. '�'. 'uL �4 i yy5 D
� '. � L g •j P y,dT
= a • I ', .rWr. �F r I _ ' .. - , (k( r. ',
1=- d %a ala 51'IrJ'wr) -fi usNn tlt 511 ,pw I , f.; �..P li��''d �,._d'e!r wwti..-.. ..,p$•u vd
s. V9� +�retCti. sitpll C. - N'
Points, 4 f y ,app C •I y �,..i g Iw. 4}v�,, pv n � .•. y �#,
III d I I'A;'r^ Gflgilga re tl9b> Rt `. -i.�" vA Pik rt?„' z
PLUGGED CROSS �:. ;rr ,, n5dsb� TPA�'rr I—
w"�'„ i" N^�I?�y l fi r1 5Ira "*
PLAN — 90' BEND Tw �" e N I
V E &
BUTTRESS TO BE ~" � , NcetmaYr R.,CV57-V' caSing� aar4 o
POURED AGAINST FIRM ,. 9 ° s 17: vn Fnil I -g � I 5 ; � N 1 T-s1tk LLI
pm ,
M ace or v �,n��fid7 fl rt�T"„t4 G 0
CONCRETE SHALL BE rdl ,,wq �aa k h;�' i�4I t w, Iyt,"00
IN CONTACT WITH THIS \ UNDISTURBED EARTH. 4" PERFORATED DRAIN '` w' la J1£Y':» t j¢ „. ,t
/ f' "^'I ruTrn of 2: nxoxierm" of u-„ ,,n„ ., T a ..^ e' 5 , r B _... y' � I k '�' G'n tt? 7—
QUADRANT OF PIPE. �� -O- - SEE TILE WRAPPED IN PEA "� ' ,,on";,rott ad' sln+cnt de�1 with cult �;::`,h fi*' - °' f It `" d r dX 0 7
ROCK AND GEOTEXTILE '�' pCdilax •..•....w�„ •'-«. �.`' ,,,,',.• 'mCs al res kerr. gy f ,-, ,1{ ` r II 'A g'' *a �' 3'��p 1+ 5� �, L
x FABRIC li Coml:. r, rl•i n+" , 4 it ^' —
� i , .Y_ r � � 1ti� � I fl +r I �d I , T O
P_''-recclii V,,M1Crete �Jr' l '.�. Y " ,.•Y. li d ✓•'l s �� YVF: �� 1 �' \ o A T HC�E swI;,stu,y rings,� '..' �.r'&'a,
...,._`•_ _ - .' p�. '•: `. 4, ,;', ' ¢ 9--.,.� @ , �," w,•' g L-
.. 30' MINIMUM 30' MINIMUMVG,
6:. yrat73;- Tmin frdr ce4 rnt64rete xfs. r a R ;' a `-t' I r, ..[-`� 6f 7F r •w .0 J z d ar CS ii.,_ 1
r,-trx r! sect'ec aslrnv E; r s9at C d r VI f f..r. r RIP glgg { E(')
_........_.�.. to 'n:b•w, IEuf tI Rr+9 ,: gwa9nal wltt, y, /W/'�
pp f 'i Ia} r ' a R, fi 5 $' t./
\� �� 1, ' � �
BEDDING /\ _ Q a
/ -. \ A � � . F� : -III- E 4tt� „ 'V''' g 'i r : , ,r 't �� 1 : f ' ,'r•" D t � w ,
MATERIAL \, '. \c, - t� `•.,` M FOR ^'t "rtsrrensk t a' uul.„9 /',:' F., "rr ;t , .�.. ...._.... ""r.y w5r as �s
4 DIAMETER 4" DIAMETER .E '. ar a;s All pints rr,ru+crttr .o P,.avrt Y,.,T c/Ire
a rakti, S A n Ja.;rB k ii e t
dy rErl 29' d3ke s• a h
Pntcatl cx-,„.+ata Becton , +,. N T`o K4
WERE ODEPTH BELOW I- DRAIN TILE DRAIN TILE a ��: 4 Ir 7ys j ,I 11 r f , �
�- ' P.P g d„ G ra
F, r ggyy f �.x ifl J Z
t ,�,::' �rF + I II6 P M x r r Itl'gr V� 7
_-_ __. `. ` hgGty, 1 t"f c,. c , rAturrNI steps r t 1 1 (�u , _. t w�M ;c4 1 ,�g"y pl �"If', If', pg fl � T � LI Z
.,..«.' fi r J , Ij Ifni , a, I J n a^Po61A h d
PIPE EXCEEDS 6' , p-
SECTION A —A
.,.�- appr„,mod ,
PLAN — 45- BEND CONC. CURB AND GUTTER ^ '' r r + at j^'+ 1 g na
pp g dddv it
. �" Graghm ,es ntfrsll be grdutere: Uur k?aath: s _ r {p hjgg{ c1#� E
........ .._ trio rxa'tl:d,k s11y94 1r,i.iao ;, ;,( _ h" u t ."'" 7F" tir l o' ,�" E ®' �7 r " ;eI . dy %�T ug y
CATCH BASIN Vi �v
NOTES. ; „y,.R g �" T} J
i 1 7' xrlE. I' g?' a �' •�{ n
1. DIMENSIONS IN TABLE ARE BASED ON A WATER PRESSURE OF 150 P.S.I. `} _ Na rar-,k stu:aeturrs mfry slr.wed y �'T , ^
4 d't ,[*... "'9 s.._..-i
AND AN EARTH RESISTANCE OF 1 TON PER SQUARE FOOT.x7 '��--� v". •� r, �� � T ��k ," � 1��,
-. - f d ,, g
2. DIMENSIONS C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE 0 1) A MINIMUM OF 60 FEET OF DRAIN TILE SHALL BE PLACED AT ALL LOW POINT CATCH ---------`••.i'„ jl s3 1 I I' {' �'- s^.y'"' r' ``!".;� i, '.'I �';gte: I`aM�'
EQUAL TO OR LARGER THAN 45'. BASINS. e5 ,I� 4 fir- Minlrnulm Slab thickrolet'%, Es er 64' „�; ,�; _,':'�.-,i t,_,' -, w I ;�,".;° u'.,' y' .$ xa+•� a'Bgl ':1�N $'$m k PROJECT NO: 15139
e
3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT t Ryesrtr, W,r,aa se th cHu:g.r tnr I c„r3w:c`.; a.. +~N:'rt+!g e t..
" DRAWN BY: KAB/SJH
'' g ...».. / em,h A' of 'depth rosier [I7xm f4', •••-�- E ;.`.
INTERFERING WITH M.J. BOLTS. 2) 4" PERFORATED DRAIN TILE WITH GEOTEXTILE SOCK SHALL BE PLACED IN A MINIMUM "'"' ''""'"^y / • `1 - -' , r'
4. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POUR IS AGAINST t•• ( e art,9 r,gmHp=lee w,tn� Itl'„Al.'" N/It, moth ) - '� GuP :,. t,x" CHECKED BY: KAM
OF 12" OF FINE FILTER AGGREGATE (� DIA. PEA ROCK). ._d... _-
FIRM UNDISTURBED EARTH.
3 (V4 dn:aen kaS+hes
THE FIRST 18" AT CATCH BASIN SHALL BE SOLID WALL SCH 40 PVC. -•-• ¢. '*'^"° "
.. -_xx r
DRAIN TILE SHALL BE PLACED BEHIND THE PROPOSED CURB LINE.
BUTTRESS DIMENSIONS ( xx,•�"�•""�x�xx,•,
PIPE
22 1/2 Bend
45' Bend
90• Bend
SIZE
E31
D1
B2
D2
B3
D3
6"
V-5"
1'
5"
1'
5"
V-5"
2'-1"
V-6"
8"
1' 5"
1'
5"
2.
1"
1' 6„
2.
8"
2,
0"
12"
1' 10"
1'
10"
3'
4"
2' 0"
4'
9"
2'
6"
16"
3' 0"
2'
0"
3'
10"
3' 0"
6'
2"
3'
6"
20"
3' 6"
2'
8"
5'
6"
3' 4"
8'
4"
4'
0"
24"
4. 0"
3.
0"
6'-10"
3'-10"
9'-8"
5'-0"
4 MAINTAIN CAT0,i BASIN I � �a�g g I.. p _ p
11AEA : ' a'� I� Be'. 11'llll .'...E fl'4. ' 1'":.I: c, CIVIL
NTA POSITIVE SLOPE AWAY FROM CATCH BASIN AT ALL TIMES. DRAIN TILE
SLOPE SHALL MATCH PROPOSED AT GRADE SLOPE OR 0.5 PERCENT, WHICH EVER IS AiAN+CiLE.
GREATER. ' f
WITH 'SUMP i
5) FOR CATCH BASINS NOT LOCATED IN A CURB LINE CONTRACTOR SHALL EXTEND DRAIN 'r..:': ^ - L.. F;.'"1r '•' ''.
��a ,_,�: MATE W :f" DETAILS
TILE IN 4 DIRECTIONS, IN THE SHAPE OF AN X , FOR 15-FEET FROM EDGE OF CATCH ENGINEERING DEPARTMENT 310�• •-' 'I'' " r S '.:.';t.1:,r :-'.'.•: t-.:krt r
BASIN STRUCTURE sat ww+d::a':' sre aldl+ "I"- '• III ;'':;:,; - 6) NO DRAIN TILE WILL BE ALLOWED WITHIN 10-FEET OF ANY WATER LINE. SHEET
---- ---- - ---- ----- ---- - - - - ---
14 THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS 12 DRAIN TILE FOR LOW POINT CATCH BASINS 9 CATCH BASIN MANHOLE W SUMP 6 PEDESTRIAN CURB RAMP 5-5 3 PEDESTRIAN CURB RAMP 2-5
)NOT NOT TO SCALE C401 NOT TO SCALE C4O1 NOT TO SCALE C401 NOT TO SCALE C401 NOT TO SCALE C401
1 EXISTING CONDITIONS
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EXISTING DRAINAGE AREAS
Q OUT (CFS) STORM EVENT
IMPERVIOUS AREA
PERVIOUS AREA
TOTAL AREA
2-YEAR
10-YEAR
100-YEAR
SNOWMELT
ROUTING
DRAINAGE AREA
(ACRES)
(ACRES)
(ACRES)
(2.87")
(4.26")
(7.38")
(10.90")
1
0.00
3.40
3.40
7.10
12.52
23.06
1.61
OFF -SITE
NORTH
2
0.00
3.78
3.78
8.84
15.56
28.45
1.79
OFF -SITE
SOUTH
3
0.00
1.46
1.46
3.21
5.66
10.38
0.69
OFF -SITE EAST
TOTAL
0.00
1 8.64
1 8.64
1 19.15
33.74
1 61.89
1 4.09
NORTH
0.00
1 3.40
3.40
7.10
12.52
23.06
1.61
NORTH
SOUTH
0.00
3.78
3.78
8.84
15.56
28.45
1.79
SOUTH
EAST
0.00
1 1.46
1.46
3.21
5.66
10.38
0.69
EAST
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2 PROPOSED CONDITIONS
C50i =Wo
PROPOSED DRAINAGE AREAS
DRAINAGE AREA
IMPERVIOUS AREA
(ACRES)
PERVIOUS
AREA (ACRES)
TOTAL AREA
(ACRES)
Q OUT (CFS) STORM EVENT
2-YEAR
(2.87")
10-YEAR
(4.26")
1OD-YEAR
(7.38")
SNOWMELT
(10.90")
ROUTING
1
0.03
0.53
0.56
1.86
3.67
7.06
0.36
OFF -SITE SOUTH
2
1.97
1.63
3.60
-
-
-
-
FILTRATION BASIN #1
3
0.44
0.55
0.99
-
-
-
-
FILTRATION BASIN #2
4
0.14
0.69
0.83
-
-
-
-
FILTRATION BASIN #3
5
0.30
0.23
0.53
-
-
-
-
FILTRATION BASIN #4
6
0.90
1.01
1.91
-
-
-
-
FILTRATION BASIN #5
7
0.05
0.17
0.22
0.66
1.17
2.20
0.11
OFF -SITE EAST
FILTRATION BASIN #1
-
-
-
2.18
11.75
12.38
1.60
OFF -SITE SOUTH
FILTRATION BASIN #2
-
-
-
0.09
0.10
3.99
0.09
OFF -SITE SOUTH
FILTRATION BASIN #3
-
-
-
-
-
-
-
FILTRATION BASIN #4
FILTRATION BASIN #4
-
-
-
-
-
-
-
FILTRATION BASIN #5
FILTRATION+ BASIN #5
-
-
-
1.58
8.19
22.47
1.25
OFF -SITE NORTH
TOTAL
3.83
4.81
8.64
6.37
24.88
48.10
3.41
NORTH
1.34
1.9,3
3.27
1.58
22.47
1.25
NORTH
SOUTH
2.44
2.71
5.15
4.13
%.19
15.52
23.T
2.05
SOUTH
EAST
0.05
0.17
1 0.22
0.66
1.17
2.20
0.11
EAST
STORMWATER RUNOFF SUMMARY
2-YR STORM (2.87")
RUNOFF (CFS)
10-YR STORM (4.26")
RUNOFF (CFS)
100-YR STORM (7.38")
RUNOFF (CFS)
100-YR SNOW MELT
(10.90") RUNOFF (CFS)
EXISTING SITE
19.15
33.74
61.89
4.09
PROPOSED SITE
6.37
24.88
48.10
3.41
PROJECT NARRATIVE
THE SITE IS A 8.64 ACRE PARCEL LOCATED AT THE SOUTH WEST CORNER OF THE INTERSECTION OF
HIGHWAY 101 AND 86TH STREET WEST. CURRENTLY THE SITE IS A FARM FIELD USED FOR ROW CROPS. A
MAJORITY OF THE SITE DRAINS THE CULVERTS/STORM SEWER LOCATED IN THE NORTH EAST AND SOUTH
EAST CORNERS OF THE SITE. A PORTION OF THE SITE ALSO DRAINS TO THE ADJACENT PROPERTY TO THE
EAST. ALL DRAINAGE IS VIA SHEET FLOW AND SHALLOW CONCENTRATED FLOW. NO STORM WATER
MANAGEMENT IS CURRENTLY BEING PROVIDED FOR THIS SITE.
THE PROPOSED DEVELOPMENT WILL INCLUDE THE ADDITION OF AN APPROXIMATE 55,000 SQUARE FOOT
SENIOR HOUSING BUILDING AND 9 TOWNHOME BUILDINGS. PARKING, WALKING PATHS, AND SIDEWALKS WILL
BE PROVIDED TO SERVICE THE PROPOSED BUILDINGS. STORMWATER MANAGEMENT FOR THE SITE WILL BE
PROVIDED VIA 5 FILTRATION BASINS ON THE SITE, SUMP CATCH BASINS, AND GRASS SWALES. DUE TO THE
CLAY ONSITE SOILS INFILTRATION IS NOT FEASIBLE.
N
60' 30' 0 60' 120'
SCALE 1" = 60'
ABBREVIATIONS
BLDG
Building
BMP
Best Management Practice
BW
Bottom of Wall
CB
Catch Basin
CONC
Concrete
ELEV
Elevation
EX
Existing
FEE
Finished Floor Elevation
HWL
High Water Level
INV
Invert
MAX
Maximum
MH
Manhole
MIN
Minimum
Minnesota Pollution Control
MPCA
Agency
National Pollutant Discharge 1
NPDES
Elimination System
NWL
Normal Water Level
PVC
Polyvinyl Chloride
RCP
Reinforced Concrete Pipe
TIN
Top of Wall
W.O.
Washout
OWNER:
MICHAEL HOAGBERG, MANAGING MEMBER
HEADWATERS DEVELOPMENT
17550 HEMLOCK AVENUE
LAKEVILLE, MN 55044
AGENCY CONTACTS
CITY OF CHANHASSEN
ENGINEERING DEPARTMENT
7700 MARKET BLVD.
PO BOX 147
PHONE: (952) 227-1160
MINNESOTA POLLUTION CONTROL AGENCY
520 LAFAYETTE ROAD
SAINT PAUL, MN 55155
PHONE: (651) 296-6300
RILEY PURGATORY BLUFF CREEK WATERSHED
DISTRICT
14500 MARTIN DRIVE SUITE 1500
EDEN PRAIRIE, MN 55344
PHONE: (952) 607-6512
POLLUTION PREVENTION
MANAGEMENT MEASURES
SOLID WASTE DISPOSED PROPERLY; COMPLY WITH
MPCA REQUIREMENTS.
HAZARDOUS WASTE STORED SECONDARY
S
CONTAINMENT, RESTRICTED ACCESS) AND, DISPOSED
IN COMPLIANCE WITH MPCA REQUIREMENTS.
EXTERNAL WASHING OF TRUCKS AND OTHER
CONSTRUCTION VEHICLES MUST BE LIMITED TO A
DEFINED AREA OF THE SITE. RUNOFF MUST BE
CONTAINED AND WASTE PROPERLY DISPOSED.
NO ENGINE DEGREASING ALLOWED ON SITE.
CONCRETE WASHOUT ON -SITE: ALL LIQUID AND
SOLID WASTES GENERATED BY CONCRETE WASHOUT
OPERATIONS MUST BE CONTAINED IN A
LEAK -PROOF CONTAINMENT FACILITY OR
IMPERMEABLE LINER. A COMPACTED CLAY LINER
THAT DOES NOT ALLOW LIQUIDS TO ENTER GROUND
WATER IS CONSIDERED AN IMPERMEABLE LINER. THE
LIQUID AND SOLID WASTES MUST NOT CONTACT THE
GROUND, AND THERE MUST NOT BE RUNOFF FROM
THE CONCRETE WASHOUT OPERATIONS OR AREAS.
LIQUID AND SOLID WASTES MUST BE DISPOSED OF
PROPERLY AND IN COMPLIANCE WITH MPCA
REGULATIONS. A SIGN MUST BE INSTALLED
ADJACENT TO EACH WASHOUT FACILITY TO INFORM
CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE
PROPER FACILITIES. THE CONCRETE WASHOUT AREA
INDICATED ON THE PLANS IS SHOWN IN AN
APPROXIMATE LOCATION. PRIOR TO THE START OF
CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION IN ACCORDANCE WITH MPCA
REQUIREMENTS.
NOTE:
THE STORM WATER POLLUTION PREVENTION PLAN
FOR THIS PROJECT INCLUDES THE CIVIL
ENGINEERING PLANS AND THE PROJECT MANUAL.
CONTRACTOR TO SUPPLY CONSTRUCTION PHASING
NARRATIVE, ESTIMATED PRELIMINARY QUANTITIES OF
ALL EROSION PREVENTION AND SEDIMENT CONTROL
BMP'S ANTICIPATED AT THE START OF THE
PROJECT AND FOR THE LIFE OF THE PROJECT,
AND LOCATION OF AREAS WHERE CONSTRUCTION
WILL BE PHASED TO MINIMIZE DURATION OF
EXPOSED SOIL AREAS. CONTRACTOR IS TO
REVIEW MINNESOTA POLLUTION CONTROL AGENCY'S
INSTRUCTIONS FOR THE APPLICATION FOR
MINNESOTA'S NPDES/SDS GENERAL STORMWATER
PERMIT FOR CONSTRUCTION ACTIVITY PRIOR TO
SUBMITTING APPLICATION.
INSPECTIONS
EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND
WITHIN 24 HOURS FOLLOWING A 1/2 INCH OVER
24 HOURS RAIN EVENT.
STABILIZED AREAS: ONCE EVERY 30 DAYS.
FROZEN GROUND: AS SOON AS RUNOFF OCCURS
OR PRIOR TO RESUMING CONSTRUCTION.
RECORDS: A COPY OF THE GRADING, DRAINAGE
EROSION CONTROL PLAN AND WATERSHED DATA &
SWPPP PLANS AS WELL AS THE
INSPECTIONS/MAINTENANCE LOGS ARE TO BE KEPT
EITHER IN THE FIELD OFFICE, INSPECTOR'S
VEHICLE OR CONTRACTOR'S VEHICLE.
NOTE:
THE CONTRACTOR MUST COMPLETE, SIGN, OBTAIN
OWNERS SIGNATURE, PAY FEE, AND SEND IN THE
NPDES PERMIT APPLICATION.
OTHER NOTES:
1. LONG TERM MAINTENANCE OF THE SITE WILL
BE PERFORMED BY THE OWNER. INCLUDED
MAINTENANCE FOR STORMWATER DEVISES SHALL
BE:
1.1. INSPECT SUMP CATCH BASINS ON A
BIANNUAL BASIS, ONCE IN THE SPRING
AND ONCE IN THE FALL
1.2. CLEAN SUMP CATCH BASINS OF SEDIMENT
AND DEBRIS ANNUALLY OR WHEN
SEDIMENTS FILL j OF THE STORAGE
VOLUME.
1.3. INSPECT FILTRATION BASINS ON A
BIANNUAL BASIS, ONCE IN THE SPRING
AND ONCE IN THE FALL.
1.4. ENSURE FILTRATION BASINS ARE
FUNCTIONING AS DESIGNED.
2, THIS SWPPP DOCUMENT HAS BEEN PREPARED
BY BKBM ENGINEERS. A COPY OF THEIR
EROSION AND SEDIMENT CONTROL PROGRAM
CERTIFICATION IS AVAILABLE UPON REQUEST.
3. THIS SWPPP DOCUMENT MUST BE AMENDED AS
NECESSARY DURING CONSTRUCTION IN ORDER
TO KEEP IT CURRENT WITH THE POLLUTANT
CONTROL MEASURES UTILIZED AS THE SITE.
THE SITE MAP SHOWING LOCATIONS OF ALL
STORM WATER CONTROLS MUST BE POSTED ON
THE SITE AND UPDATED TO REFLECT THE
PROGRESS OF CONSTRUCTION.
CONSTRUCTION ACTIVITY EROSION
PREVENTION PRACTICES
PROVIDE TEMPORARY PROTECTION OR PERMANENT
COVER FOR EXPOSED SOIL AREAS WITH A
CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF
A SURFACE WATER, CURB AND GUTTER, CATCH
BASIN, OR ANY STORM WATER CONVEYANCE SYSTEM
CONNECTED TO ANY OF THE ABOVE WITHIN THE
FOLLOWING TIME FRAME:
THE TIME AN AREA CAN REMAIN OPEN WHEN NOT
ACTIVELY BEING WORKED ON:
SLOPES STEEPER THAN 3:1 - 7 DAYS
SLOPES 10:1 TO 3:1 - 14 DAYS
SLOPES FLATTER THAN 10:1 - 14 DAYS
DITCHES THAT CONNECT TO A SURFACE WATER
MUST BE STABILIZED WITHIN 200-FEET FROM THE
EDGE OF PROPERTY OR WITHIN 200-FEET TO ANY
SURFACE WATER WITHIN 24-HOURS.
PIPE OUTLETS MUST BE PROVIDED WITH
TEMPORARY OR PERMANENT ENERGY DISSIPATION
WITHIN 24-HOURS AFTER CONNECTION TO A
SURFACE WATER.
SEDIMENT CONTROL MEASURES MUST BE INSTALLED
ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY
UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN.
SEDIMENT AND EROSION CONTROL
MAINTENANCE
PERIMETER SEDIMENT CONTROL PRACTICES: WHEN
SEDIMENT REACHES 1/3 THE HEIGHT OF THE
BMP, THE SEDIMENT MUST BE REMOVED WITHIN
24 HOURS. IF PERIMETER SEDIMENT CONTROL
HAS BEEN DAMAGED OR IS NOT FUNCTIONING
PROPERLY, IT MUST BE REPAIRED AND/OR
REPLACED WITHIN 24 HOURS. PERIMETER BMP
MEASURES MAY INCLUDE SILT FENCING.
CONSTRUCTION SITE VEHICLE EXIT LOCATIONS:
ALL TRACKED SEDIMENT ONTO PAVED SURFACES
MUST BE REMOVED WITHIN 24 HOURS OF
DISCOVERY OR MORE FREQUENTLY IF REQUIRED
BY CITY OR WATERSHED.
CONSTRUCTION SITE DEWATERING: SITE WATER
DISCHARGE DUE TO CONSTRUCTION DEWATERING
OPERATIONS SHALL BE MONITORED FOR
SEDIMENTATION AND TREATED PRIOR TO
DISCHARGE TO PUBLIC STORM SEWERS.
TREATMENT OF DEWATERING DISCHARGE MAY BE
ACCOMPLISHED BY TEMPORARY SEDIMENTATION
BASINS OR OTHER APPROPRIATE BMPS.
FINAL STABILIZATION
STABILIZATION BY UNIFORM PERENNIAL
VEGETATIVE COVER (70% DENSITY)
DRAINAGE DITCHES STABILIZED.
ALL TEMPORARY SYNTHETIC AND STRUCTURAL
BMP'S REMOVED.
CLEAN OUT SEDIMENT FROM CONVEYANCES AND
SEDIMENTATION BASINS (RETURN TO DESIGN
CAPACITY).
SOIL SURFACES COMPACTED DURING
CONSTRUCTION AND REMAINING PERVIOUS UPON
COMPLETION OF CONSTRUCTION MUST BE
DECOMPACTED THROUGH SOIL AMENDMENT
AND/OR RIPPING TO A DEPTH OF 18 INCHES
WHILE TAKING CARE TO AVOID UTILITIES, TREE
ROOTS AND OTHER EXISTING VEGETATION PRIOR
TO FINAL REVEGETATION OR OTHER STABILIZATION.
GRADING & SOILS
BASED ON SOIL BORING PROVIDED BY BRAUN
INTERTEC: THE FOLLOWING SOILS ARE ANTICIPATED
TO BE ONSITE AT THE DEPTH SPECIFIED BELOW
GRADE:
TRACE-18 INCHES TOPSOIL
0-7 FEET - ORGANIC CLAY (ORGANIC DEPOSITS)
0-4 FEET - SANDY LEAN CLAY (FILL)
X>7 FEET - SANDY LEAN CLAY & CLAYED SAND
(GLACIAL DEPOSITS)
REFER TO THE GEOTECHNICAL REPORT FOR
ADDITIONAL INFORMATION.
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PROJECT NO: 15139
DRAWN BY: KAB/SJH
CHECKED BY: KAM
STORM WATER
POLLUTION
PREVENTION
PLAN
V1111�2
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©COPYRIGHT GOOGLE MAPS
C500
X
0
/TC
i
HYD
TC
907.0CB
TC
TOP-905.9
907.2 907.2 INV-902.0
90107.Jc
9WA2 TC
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.907.6 06.9
907
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Tc.6 x91 .2 9 Tc 7 e x�%. / / x907.1 MONUMENT 9oe.1 099°O %...D
UNK H/GHWA Y NO. 312
I A -T- N I /1 'J -7
1 L _/-\ 1 I v \-/ . I lJ - I /
r7_
I.
z 912.5
r
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z9 0
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z �2 911.8
//9199 1
911.6
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908.9
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910.2 12043 IRON
MONUMENT
ON
C �\
DESCRIPTION OF PROPERTY SURVEYED
(Per Trustee's Deed Doc. No. 550537)
Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the
Carver County Recorder's Office, excepting therefrom existing right-of-way as taken for Trunk
Highway Number 312.
PLAT RECORDING INFORMATION
The plat of Mission Hills was filed of record on December 30, 1994, as Document No. 175888.
[ ] Bearings and/or dimensions listed within brackets are per plat or record documents.
TITLE COMMITMENT
This survey was prepared without the benefit of current title work. Easeaments, appurtenances, and
encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon
receipt of a current title insurance commitment or attorney's title opinion.
GENERAL NOTE
I.) Survey coordinate and bearing basis: Carver County Coordinate System
UTILITY NOTES
I.) Utility information from plans and markings was combined with observed evidence of utilities to
develop a view of the underground utilities shown hereon. However, lacking excavation, the
exact location of underground features cannot be accurately, completely and reliably depicted.
Where additional or more detailed information is required, excavation may be necessary.
2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to
construction or design.
3.) Some underground utility locations are shown as marked onsite by those utility companies
whose locators responded to our Gopher State One Call, ticket number 142880897.
4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise onsite
location of utilities prior to any excavation.
AREA
Area = 376,546 square feet or 8.64 acres
V x 909.5 x 909.3
991173- 1910.8
z Ll -
xD16.-4- 5?z 916.1 x915.4
WWB
918.1 WWB
917.8
917.6
WW8
LEGEND
0
Denotes
iron monument set marked
BENCH MARKS
(BM)
with P.L.S.
No. 44890
I.) Top of top
nut
of fire hydrant on the west side of Highway 101, Ist hydrant sough
•
Denotes
found iron monument
of 86th St.
W.
Elevation =
914.12
feet
BTL
Denotes
beaver tail curb
CB
Denotes
catch basin
2.) Top of top
nut
of fire hydrant on the north side of 86th St. W., Ist hydrant
CBX
Denotes
communication box
southeast of Highway 101
DIP
Denotes
ductile iron pipe
Elevation =
913.32 feet
EMH
Denotes
electric manhole
G
Denotes
gutter
Elevations shown
are
based on NAVD 88 Datum
GAS V
Denotes
gas valve
GP
Denotes
guard post
HCR
Denotes
handicap ramp
HYD
Denotes
fire hydrant
INV
Denotes
structure invert
LP
Denotes
light pole
(P)
Denotes
per plan
PVC
Denotes
polyvinyl chloride pipe
I hereby certify that this survey, plain, or report was
RCP
Denotes
reinforced concrete pipe
prepared by me or under my direct supervision and
SAN
Denotes
sanitary manhole
that I am a duly Licensed Land Surveyor under the
SAN S
Denotes
sanitary sewer
laws of the State of Minnesota.
ST S
Denotes
storm sewer
TC
Denotes
top of concrete curb
Dated this 4th day of November, 2014
TCS
Denotes
traffic control sign
TCBOX
Denotes
traffic control box
SUNDND SURVEYING, LLC.
TL
UGC
Denotes
Denotes
traffic light
underground communication line
/J �
By:-7 -L -�/ft _______________
-
W
Denotes
water line
/� Leonard F. Carlson, P.L.S. Minn. Lic. No. 44890
WV
Denotes
water valve
1 Vj
WWB
Denotes
wood wall base
EVG
Denotes
evergreen tree
MPL
Denotes
Maple tree
POP
Denotes
Poplar tree
on RECEIV HASSEV NDN
Drawing Title:
JEC 0 b 2014 BOUNDARY, LOCATION, TOPOGRAPHIC
and UTILITYSURVEYFOR.
!;NMIHaSSENPLANNINGDF> l SPER/DES RE/NERSARCHITECTS, INCCHANHASSEN SENIOR HOUSING
40 0 40 80
SCALE IN FEET
L
JISUNDE 9001TMJNG9Main Office:
118
Bloomington,
Minnes
Oota 5420 3435
West
Mandan, North Dakota 701-663-5562
www.sunde.00m
Project- 2014-/79 Bk/Pg 7
Township:1/6 Range.-2-3 Section:13
File: 2014 /79001. dwg
Sheet: 1 of 1
2I
PROPOSED PLAN SYMBOLS
CONSTRUCTION LIMITS - - - - - - -
SILTATION FENCE ---
PROPERTY LINE - - -
- - - - - - - -
(S(gqAWCftftUOoTXX�LLINE
PROPO 8 CONTOUR
DRAIN TILE---�---
STORM SEWER >>
RETAINING WALL
CATCH BASIN ■
MANHOLE
907.1
c h
"soe{.J'm
7.II 507.3
TC BTL S0a5 7 907.T:
909.0 508.x .HCR 9074
soes E31TUMINOUS\ soTs
BTL
A905 TC 2
G\O�Jp 09-- 2TOS. 1 x soa.6 \ n 's
BM#1 <9�� 3 �y�� CONC =soQz so a ST
WV(P)
HYD " 09.5� p�9o�p1 908.7 08.2 TP's08.
12" RCP o AO 9 6.4 CC { 3
ST S 4OJG 90R,
C
TC 9 3 �o©�i
/ 3
. S 2 0 Oq9 TC SC8.7
CB
TOP=907.3
INV=904.5
�ITC p �\ Sp�C 5 'J
\,P �Op�` C '� 18"RCP C•, F�sTC TC
\� G0Q i9 3 O,G 508.5 50S.2 GP® GAS V
09.7
FLARED END SECTION ® {\ ��� x 91o.7 �� • - 2 cp s GPq'0 GPGP
FL SILI VO 9
TC la.o e x 91 s /s1 5 T� ro °s�
FLARED END SECTION
WITH RIPRAP %0 9 0 7 0 ,\ 4 2 r
APPROXIMATE DISTURBED AREA IS ` s
EROSION CONTROL � s11s o �� ) s so 90 ss
BLANKET TEMPORARY 5.64 ACRES n TG x91 .2 91o.7 is`-P /� 2 FIL OPI / \ o ro so s o.1
EROSION CONTROL �I ,X-;,�/ ce 5S / 0� " 1.z / 7�a ] /�908.4�/ 5 9' 9 s slo�o
BLANKET (PERMANENT) �'L" C X �' P 9u.7 ° c�
A` \�J 911.9 tis s1l.o a e sl s / / 2 2 Ss, sass �SrBM#2
ROCK CONSTRUCTION G c G` �x I.s / / 2 ° �/ s q TC Hvo
ENTRANCE \ xs11.5 O� e s ''o 51o.8 -res 910.4TC
\ �0°BOG s1o.5 xs10.2
DRAINAGE FLOW ARROW �j 122
TC 511.3 q\9 V� x S. x B. xSI0.2 Si1.5 TC�
l� \.\ ��F, / TC OJT �Ozo s 4 : x90a-r_ xso / A 9'0 \ sl . 0 0 y/
RETAINING WALL SPOT Yyy20� /
ELEVATION bW 06.1 p0����,0 `' Go��J�\��./ P$OPOSED I 9 s .o� rc s 11. yP� T910.6
C
SPOT ELEVATION 0.3 V \\ TC'6 "slzo si 5 0,�/yam/ti i�` s s 8.7 FF .�J�s.a� 4 a�� zs ITc wv s1o.6 SA `910.8 slosc
SOIL BORING ^ y ?oP= 10.6 17Cs1o.s
' s117 xsos-4 x5 .a xso.l 1 O.6yPV ?c
CONCRETE WASHOUT o cRSTE �i a a e y p I0.7Qt
AREA Wo. AREA �� \ TC C0Q PROPO' //x 2510.5
s 2°�'.o° 3. ./_ V ®`7.�1 GT E D F I E '� P ""
5 3 1 c s 9l¢2
/� �2 GilT 1 7
*NOTE: FF
CONSTRUCTION LIMITS ARE ANTICIPATED v 13.1 ® �/��� \ / 3.3 r� / / 91017
TO BE PROPERTY LINE UNLESS OTHERWISE \ .�` 7c P �j s\9i 4 xslo.. xs1o.1 TC
SHOWN. (- /9 k RC s11, slsa "sl T-a
j
3.3
NOTE: vi TC 7�� e �y�s13.1 ,)s
STORM SEWER INLETS NOT SHOWN ON PLAN MAY / 9. ti s11.7 / / / 1 2.8 s s s1a.
RECEIVE RUNOFF FROM CONSTRUCTION ACTIVITIES. ( ` P8 s9
513.4 °egoo 5 s z ll.7 x '3.0 4 2 7 �I \ 9 os.ssAN
INSTALL INLET SEDIMENT PROTECTION PER DETAIL J rc / esti'� sl¢z o UU / '4 n.o ° i°P=9(
I
2/C400 ON ALL STORM INLETS THAT MAY RECEIVE i
ABBREVIATIONS
BLDG
Building
BM
Bench Mark
BW
Bottom of Wall
CB
Catch Basin
CONIC
Concrete
ELEV
Elevation
EX
Existing
FIFE
Finished Floor Elevation
HWL
High Water Level
INV
Invert
LFE
Lower Floor Elevation
MAX
Maximum
MH
Manhole
MIN
Minimum
PVC
Polyvinyl Chloride
RCP
Reinforced Concrete Pipe
TW
Top of Wall
W.O.
Washout
905.5
-C
RUNOFF. DC �" x 9'/
\ y[.3
09.2
1. Il�di'ilit� � 1
li `C
INV=90 .I 6.D.•�
TC 512.3 .Oj n91 S.3 15 x52L6 5
/ j ACC ST-4 19.5 5 / / 0 5.8
s1I.s ���o 1 xslas P I�.I / WATER
/ J R' x 920.4
P Tcal 512.4 +o
+ sl a 6.7 65 3.0 h� 9o5s
�CONIC szo.7 6.4 .7 5 1.918.00 sl .
_ 9oss
szo
x 912.5 / � �
z. c12. / 7.2 , 7.6
9142 TIC - 520.1 " 5
TC �/4// PRO OS x / s / /"�
O BU 8.5 x szo. .I x �zzz Is
P 512. y{�
fFE. 0 x921. � o •s21. 2 0,
w CB / TC 5 52 .9 / x 521.1 _.� x S /Q x 9 0S
� 914.3 Top/-912o 0 I� o
TC IN :4:]912 902. I/
� 8_8_ 5 g �a\ � 917.56s
SG 13.29.5/ x9 521. x93.0 /�
p � Tc /� � z.o 0 AK.\ � ,.-
s14.3 79 .z / s ROV 17 - 9.7
�
6.:.J` "523. 2 �G% 3 14 �, 5125
c
\ / �' / 2 3.2 x 923.3 i 5T-9@ DS -® 522. STRM #13 3 23. :2:]/ ON
/ rc5125 sz3. sz1. - S a H 3.o
914.4 /q �/ // �1.1� 3 sz4.4
S z 919.00 6.2 x5zz./4 / 9.08
x �4 / x 924.II
Sif- a 922.
x924.8 1.1 s�4s 12 ` 2.2 xs
914.6 ti 5 Tc /� � O
EDGE OF FIEL\ 3.3
3--n�
,r y> I
�iZ.s/2.0� \ � s .2 7..6 �
�
513.5 hJq �Cc'// "925.5
4
1.7 -•=�y� 2-y�.� .92 C 1xL T V D ' 21.5 /
914.s�Nv=sao'aN ` A s-a /9Is/zi
�� sa sns
<
97312 n / 27.1 1.9 / 3.4� • x 925.8
TCS.IP y - xs2zs S 8 2.0 •'�Y �[-3 / s27.41' "s os 919.7
17
# /
sll.7
x926.69
l i sls.z / Tc q 5 �_3.1 � 4.3 ��
TC 925.7
\ �s14.0 Is o. ' ' 4.4 s23,7 0T / rz�ls/a
� � sv.. 3.4 - , � ' � x s25/ ®TS7 � .o x �n^^ n 3.2 I / g�
1913.5 ti / S s 7 S 9.6 \ _/ 527.9 ✓� '- 4.5 4.02s. 3.4 1 �1 ; q\ , I 913.0
9TC
15.4 TC Q �� 3r's�5.1"szz.
x 92 \ x / 3.3J,y
I a sls.o
�� x 3 7 4 2J 3. \ 4 4.4 x 3. 2.8 S.
�z.z
CSs I TC �� - 12 2.8 �, o 2.8 I I / / 913.9
TTT �+ STRM x sz xQzs: I
rn 91-7 I s 4.1 2'S ` 1.x I
s1a4 / 3 2.9 /xszz.s P UILDYIQB /s 924.50 ` 3.3 2.4 /
L'�`L� �13.50
r 91
J sCl Sa ? I I _ 3.20 ® 4.1 / / \ \x 4.0 e
*91a.Pslap / / / \ _ 920.5 3.1 ST-11I 1 /x
� 3.3 s �„ 2.2 � .s 2.0 q - I / 9I4.I
v 4.5 i/ 2.0 0 �x 220
RCa
cB
l NV=910.1 CW 915. J eor=$ss.a sia.a S 2 �l
Tcs.3 =sls.l / sl .8 1 -stems 4.5 % 3.3
\ \ 4.0 3.5 a IRflh1�
3.7 9.E I 'I
s\ � �l i. 9�1.1II I
Z 14.7 6.5 /- \ 920.1
TG �TC 15y 1 I� I 4 I -
OTpF PER_ '. 2.7 \ 3.3 94 6.7 \ 2.7 6 I 2 515. _\ j / H--L A-2.0� \ \ \ : 3_.4 ` ® \ \ \ \ - Isl 920.s�919.0
r _
sl z O \ TV�T - L / _ 3 3.0 3.0 sla.s x917.w� o
sls.7 x T 06-- y -�'7
T� slss �
4-0
92.9 IIs6/ 1. 7RM4 \ �� '` �'� ✓0 3.6 '® 3.2 -\ xs
1�5. s 43 7s 4 3 0.7 \so \ s aYj I
3.4 �
ST-13 �I
915a q - \ 2.3 �" x 3 0. 2.6 , \¢
KEYED NOTES
KEYED NOTES ARE DENOTED BY 0 ON PLAN.
INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/C400.
INSTALL SILT FENCE USING ORANGE FABRIC. REFER TO DETAIL 4/C400.
INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C400.
INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION
CONTROL BLANKET.
INSTALL MN/DOT 3885.28.5 CATEGORY 1 TURF REINFORCEMENT MAT.
ADDITIONAL PERIODIC MAINTENANCE MAY BE REQUIRED AT OVERFLOW
AREAS.
FILTRATION BASIN AND WATER QUALITY TREATMENT PONDS ARE TO BE
CONSTRUCTED AT THE BEGINNING OF GRADING OPERATIONS. FILTRATION
BASINS ARE TO BE ROUGH GRADED AND SURROUNDED WITH SILT FENCE
PER DETAIL 4/C400. REFER TO DETAIL 2/C100 FOR FILTRATION BASIN
CROSS SECTION. CONSTRUCTION TRAFFIC IN FILTRATION
AREAS IS NOT ALLOWED AFTER AREA HAS BEEN
EXCAVATED. IF AREA BECOMES COMPACTED, LOOSEN
SOIL WITH MECHANICAL TILLER PRIOR TO FINAL
STABILIZATION. FILTRATION AREAS ARE NOT APPROVED
BORROW SITES AND ARE NOT TO BE USED FOR
TEMPORARY SEDIMENT BASINS. CONTRACTOR SHALL
ENSURE THAT BASINS INFILTRATE AT A MINIMUM RATE OF
1-INCH PER HOUR USING A PERCOLATION TEST ON ALL
BASINS BEFORE FINAL ACCEPTANCE. PERCOLATION TEST
SHALL BE SIGNED BY A REGISTERED GEOTECHNICAL
ENGINEER AND SUBMITTED TO THE CITY AND ENGINEER
FOR REVIEW BEFORE FINAL APPROVAL.
APPROXIMATE LOCATION OF TEMPORARY CONTAINED CONCRETE WASH
OUT BIN. REFER TO THE MINNESOTA'S NPDES/SDS GENERAL
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY FOR MORE DETAILS.
SELF CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS
IS AN ACCEPTABLE ALTERNATIVE TO ON -SITE CONTAINMENT.
� VARIES
Tc\3 ? 1 4 \ 4.1 I.o sle.s
sn.4 C\ - -
''II--'' --S/ 4-INCHES OF FILTRATION MIX
w TC
s.' Icy 2 3.0 .�f•�,�\t� o \ x9.0.7.1 RAIN GARDEN
9.0 tiW11.2!
2 3.9- sISIZIt 7.0 6.64 lax _=1I 3 7 PLANTS OQ�
\517.0 �"' I I /ir'j _ ---x-
0 x /�, _ ( ass.4 4 G----
t� 4 . - = =
TC sls.5 am .:.. - SEE PLAN FOR PROPOSED ELEVATION -
I
' TC 30 RCPC t 1 =$ 8S4 x. 4 5 6 _ ... V/ "'Vn✓ L
sl,
\ „r �2 '(�895.3
63ag��- �x .5 _� 508.4 S 5.8 0.7
ST S II _89 $:
o \�5 x SO52 910.3 x
��\�= s�-soa5e� - _ _ _ 907.5 J -. 90� 20„
TC l Ts 0 9n.9 �1 ���� saw - g19 = e V.t - x soss sos.3 - -III GEOTEXTILE FILTER
TC �' \D_= 970- -se7.o _" ";� _. -S,`2 _911.1"-_x91oa G R A 5 S II_=�1; FABRIC MN/DOT 3733
918.1 rc TL sn.s\ U'R-AS� _- -g/g �'0 ---9+o.s_-x9�+$' -F;Is_ -9E4- -5' -91rs- -I = = _ - - - - - - - TYPE 1 (TYP)
9182 erg/ ✓� / /'-- _- �814'Z- �915
/'S _ '- " 91 O.II 1 1=III III -III -III III=III=IIIIIIIII-III-III-IIIIIIIII- I -III -III
918.0 9ITs s}cs ©Tce x `� �/ =5� s- OOP-4WAL i UNCOMPACTED
BTL BTL SIx7.II 917.8 8.4 �� �9/a- -� / =51�-:2-- _ '�
S q -uw3 Waae a �wT= wa_ =w wawa ww �ww 91 �76- SUBGRADE
917.7 ©Tceox ®sw.�-sl-7,s-= -�7.s- ass is- 9 s�7s 917.0 _I74 - 7.a_ un, s2D-2 xsls.e - 20 INCHES IMPORTED CUSTOM MIXED
HCR 918.0 TCS-.'9iH.1 515.7_ -
sn.aB s 3 sly' S1 s1s.4 UNCOMPACTED SOIL BLEND OF 80% SAND, 20% 6 INCH PERFORATED DRAIN TILE
CONIC 918.2 TG¢4 wwB szo.o 5- 9W9r -wWg \ SUBGRADE ORGANIC COMPOST. PLACE IN 12-15" WITH FILTER SOCK SPACED 10'
51a.E \ WWB LIFTS, HAND TAMPED. SUBMIT MIX O.C. ACROSS BOTTOM OF BASIN
sle.l 9no DESIGN SHOP DRAWING FOR APPROVAL.
917.6
TRUTRUNKH/GHWA Y NO. 312 WWB NOTE:
REFER TO ARCHITECTURAL PLANS FOR
A N n nT "-) / T /1 F- 111 I A \ �) I A T N 1 n 'I /1 -7 RAIN GARDEN PLANTINGS, FILTRATION MIX
I V I I V L/ �J I I \ \ 7 ( �./ V V /-V I L _% A I Al E / , AJ / SHALL BE 4-INCHES SINGLE SHRED
HARDWOOD MULCH WITH NO WEED MAT.
CB
OP=913.9
NV=891.5
2 FILTRATION BASIN DETAIL
00 NOT TO SCALE
40' 20' 0 407 80'
SCALE 1� = 40'
RETAINING WALL NOTES:
1. ALL TOP AND BOTTOM ELEVATIONS CORRESPOND TO THE RESPECTIVE GRADE
ELEVATIONS ON EACH SIDE OF THE WALL.
2. THE BOTTOM ELEVATION IS THE ELEVATION OF THE LOW-GRADE SIDE OF THE
WALL, NOT THE TOP ELEVATION OF THE BURIED BLOCK COURSE.
3. ALL RETAINING WALLS SHALL HAVE PROTECTIVE FENCING AT THE TOP WHERE
THE VERTICAL HEIGHT EXCEEDS 30 INCHES. REFER TO ARCHITECTURAL AND
LANDSCAPE PLANS AND SPECIFICATIONS.
4. MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED AND CERTIFIED BY A
LICENSED PROFESSIONAL ENGINEER. DESIGN CALCULATIONS AND SHOP
DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT PRIOR TO
CONSTRUCTION OF WALL.
WALKWAY NOTES:
1. GRADING CONTRACTOR IS TO COORDINATE WITH PAVING CONTRACTOR SO THAT
ALL STEPS AND LANDINGS ARE SLOPED PER CODE.
2. ALL SIDEWALK LONGITUDINAL AND TRANSVERSE SLOPES ARE TO BE PER CODE.
GRADING NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING
CONDITIONS PRIOR TO BIDDING, NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN
IDENTIFIED BY A SITE VISIT OR CONSTRUCTION DOCUMENT REVIEW.
2. THE BACKGROUND INFORMATION WAS PREPARED BY SUNDE LAND SURVEYING. CONTACT LEONARD F. CARLSON AT (952)
881-2455.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR
SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS.
THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED,
ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651 454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT
UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION.
4. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED FOR REMOVAL.
5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE CONTRACTOR SHALL
OBTAIN ALL APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION.
6. ALL SPOT ELEVATIONS SHOWN AS 17.65, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 917.65.
7. ALL SPOT ELEVATIONS ALONG THE CURB -LINE INDICATE THE ELEVATION OF THE GUTTER, UNLESS NOTED OTHERWISE.
8. NO LANDSCAPED SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE.
9. ACCESSIBLE PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2%
10. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES.
11. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE DEVELOPER SHALL CERTIFY THAT ALL GRADING AND
UTILITY WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. AN AS -BUILT
GRADING AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION.
12. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND
FUNCTIONING. THE CITY (AND WATERSHED) WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING
ACTIVITIES. IF THE PUBLIC UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD
BUILDING PERMITS FOR VARIOUS LOTS TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK.
13. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE SITE.
THIS INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR
BURNED ON THE SITE.
14. THE INTENT IS TO STRIP AND SALVAGED TOPSOIL FOR POTENTIAL RE -SPREADING ON THE SITE, IF APPROVED BY THE
LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. (SIX INCHES OF TOPSOIL - AFTER COMPACTION - SHALL BE
RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE
IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE S1TE AS NOTED ABOVE. THE TOPSOIL STRIPPING,
STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE TO, AND NOTED ON, THE APPROVED GRADING PLAN
AND SPECIFICATIONS. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR ANY
SPECIAL TOPSOIL OR PLANTING REQUIREMENTS.
15. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A (MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.
EROSION CONTROL MEASURES SHALL BE INSTALLED TO (PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT
PROPERTIES. ANY DAMAGE TO ADJACENT PROPERTIES IMUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION
IS GRANTED FROM THE ADJACENT PROPERTY OWNER(S).
16. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE
BUILDING FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, AS FOLLOWS: AREAS PLANNED TO
RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED,
STRAW MULCH PLACED, AND DISC -ANCHORED.
17. WINTER MULCHING:
17.A. SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SNOW SO THAT THE MULCH
MELTS THROUGH THE SNOW AND STICKS TO THE EXPOSED SOILS.
17.8. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER FROZEN GROUND. MULCH
MATERIALS THAT DO NOT REQUIRE DISC -ANCHORING INTO THE SOIL MAY BE PLACED WITHOUT MODIFICATION.
MULCH MATERIALS THAT REQUIRE DISC ANCHORING MAYBE ANCHORED WITH HYDRAULIC SOIL STABILIZERS OR MAY
BE FROZEN TO THE SOIL BY APPLYING WATER, AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A
SUBSTITUTION FOR DISC -ANCHORING.
18. RETAINING WALLS AND APPROPRIATE SAFETY FENCING ALONG THE TOP OF WALLS ARE TO BE DESIGNED AND CERTIFIED
BY A REGISTERED PROFESSIONAL ENGINEER. SUBMIT RETAINING WALL SHOP DRAWINGS 70 PROJECT TEAM PRIOR TO
CONSTRUCTION.
19. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE.
EROSION CONTROL NOTES:
1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY
ENGINEERING DEPARTMENT AND WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF
THE REQUIRED EROSION CONTROL FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. THE
CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE -CONSTRUCTION GRADING MEETING ON -SITE WITH THE CITY AND
WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE
RESTORED AND IN PLACE AT THE END OF EACH DAY.
2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR AFTER THE
GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR REQUEST,
3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR
APPROVAL FROM THE CITY.
4. FOR SITES GREATER THAN 1.0 ACRE, AS REQUIRED BY THE MPCA PERMIT REQUIREMENTS, THE PERMIT APPLICANT
MUST KEEP AN EROSION CONTROL INSPECTION LOG. INSPECTION MUST BE MADE ONCE EVERY SEVEN DAYS AND
WITHIN 24 HOURS AFTER EVERY RAIN EVENT. THE INSPECTION RECORD MUST BE MADE AVAILABLE TO THE CITY AND
WATERSHED WITHIN 24 HOURS OF REQUEST.
5. FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE ROUTED TO SEDIMENTATION
BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL
CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE CONVEYORS.
6. SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS, OR DIKES
AND PIPES TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROADS. SITE -ACCESS ROADS/DRIVEWAYS
SHALL BE SURFACED WITH CRUSHED ROCK WHERE THEN ADJOIN EXISTING PAVED ROADWAYS.
7. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY
SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION OF
CONSTRUCTION.
S. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY
THE CITY OR WATERSHED.
9. ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF
CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES,
THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD
CONDITIONS ALLOW ACCESS.
10. ALL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. ANY
AREAS WHICH HAVE BEEN FINISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR
SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SE7
FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 14 DAYS:
A. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO
PROTECT SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A
UNIFORM RATE OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN 80% COVERAGE.
B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A
TEMPORARY VEGETATIVE COVER CONSISTING OF MINNES07A DEPARTMENT OF TRANSPORTATION ( MNDOT) SEED
MIXTURE 21-111 (OATS), OR 21-112 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE.
C. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE A
SEMI -PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 22-112 AT A RATE OF 40 POUNDS PER ACRE.
D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND
SURVIVED A 60-DAY GROWING PERIOD.
E. ALL AREAS THAT WILL NOT BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE
PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 25-141 AT A RATE OF 59 POUNDS PER ACRE.
F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR
LANDSCAPE PLAN), PERMANENT TURF RESTORATION SHALL CONSIST OF MN/DOT SEED MIXTURE 25-131
(COMMERCIAL TURF GRASS) AT A RATE OF 220 POUNDS PER ACRE.
G. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON -SITE
SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON -SITE DETENTION BASINS SHALL BE PROVIDED.
11. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT NEEDED
DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING
CONSTRUCTION, A SILT FENCE OR SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED
AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS RESTORED.
12. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING SCHEDULE. THE
AREA OF LAND THAT THE CITY WILL ALLOW TO BE DISTURBED AT THIS TIME OF YEAR WILL BE SEVERELY LIMITED. THE
CITY WILL ALSO REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY SEDIMENT BASINS, DORMANT
SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH.
13. FILTER BLANKET AND RIPRAP SHALL BE INSTALLED ON THE DOWNSTREAM SIDES OF ALL STORM SEWER OUTLETS 24
HOURS AFTER CONSTRUCTION AS INDICATED AND DETAILED. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER
MATERIAL MEETING THE MNDOT SPECIFICATIONS FOR RIPRAP AND FILTER MATERIAL.
14. EROSION CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED AROUND THE PERIMETER OF ALL LAKES, PONDS
AND WETLANDS WITHIN OR ADJACENT TO THE AREA TO BE GRADED UNTIL THE TRIBUTARY AREA TO THE LAKE, POND
OR WETLAND IS RESTORED.
15. TO MINIMIZE EROSION, ALL 3:1 SLOPES SHALL BE COVERED WITH A MN/DOT 3885 CATEGORY 2 STRAW EROSION
CONTROL BLANKETS OR STAKED SOD.
16. ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM( SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE
REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES.
17. EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS RECEIVED FINAL STABILIZATION
OR AS DIRECTED BY THE CITY AND/OR WATERSHED.
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PROJECT NO: 15139
DRAWN BY: KAB/SJH
CHECKED BY: KAM
GRADING/
DRAINAGE/
AND EROSION
CONTROL
PLAN
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PROPOSED PLAN
SYMBOLS
CONSTRUCTION LIMITS -
- - - - - --'-
PROPERTY LINE
- - -
SAWCUT LINE -
- - - - - - -
(APPROX.)
SANITARY SEWER
-
WATER PIPE
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STORM SEWER -
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RETAINING WALL
FIRE HYDRANT
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FLARED END SECTION
WITH RIPRAP
SEWER INVERT ELEVATION
9 5.5
*NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED
TO BE PROPERTY LINE UNLESS OTHERWISE
SHOWN.
I•
ABBREVIATIONS
BLDG
Building
BM
Bench Mark
CB
Catch Basin
CONC
Concrete
DIP
Ductile Iron Pipe
ELEV
Elevation
EX
Existing
FFE
Finished Floor Elevation
INV
Invert
MAX
Maximum
MH
Manhole
MIN
Minimum
PVC
Polyvinyl Chloride
RCP
Reinforced Concrete Pipe
RED
Reducer
RD
Roof Drain
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KEYED NOTES
KEYED NOTES ARE DENOTED BY NO ON PLAN.
CONNECT TO EXISTING 8-INCH SANITARY SEWER STUB. INVERT IS
BELIEVED TO BE 887.00. FOLLOW ALL CITY OF CHANHASSEN STANDARDS
AND SPECIFICATIONS.
INSTALL 2-45 DEGREE BENDS TO RAISE SANITARY SEWER AS INDICATED
IN THE SANITARY SEWER TABLE.
INSTALL 8" X 4" WYE FOR PROPOSED TOWNHOME SERVICE CONNECTION.
REFER TO DETAIL 8/C400.
STUB 4-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF
PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT
ELEVATION NTH MECHANICAL CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. 40' 20' 0 '40' 80'
STUB 8-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF
PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT
ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF SCALE 1� = 40'
CONSTRUCTION.
CONNECT TO EXISTING 8-INCH WATER STUB. FOLLOW ALL CITY OF
CHANHASSEN STANDARDS AND SPECIFICATIONS. UTILITY NOTES:
7 INSTALL 8" X 6°' TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS
AND SPECIFICATIONS. 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE
MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL
INSTALL 8" X 8" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK.
AND SPECIFICATIONS. 2. ALL SERVICE CONNECTIONS WITH LESS THEN 5 FEET OF COVER OVER THE
B/Li#I INSTALL 6-INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY TOP OF PIPE ARE TO BE INSULATED. INSULATION SHALL BE INSTALLED FROM
OF CHANHASSEN STANDARDS AND SPECIFICATIONS. THE CONNECTION OF THE SERVICE AT THE BUILDING TO THE POINT WHICH
q� 0 10 INSTALL 8-INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY THE SERVICE ATTAINS 5 FEET OF COVER. CONTRACTOR SHALL OBTAIN
\ OF CHANHASSEN STANDARDS AND SPECIFICATIONS. WRITTEN PERMISSION FROM ARCHITECT OR ENGINEER PRIOR TO INSTALLATION
OF INSULATION.
/ 19 INSTALL FIRE HYDRANT WITH GATE VALVE PER DETAIL 10/C400. FOLLOW 3. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT
o /g P5 ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS.
P SCHEDULED TO BE REMOVED.
5 / 12 INSTALL CORPORATION STOP PER DETAIL 11/C400. FOLLOW ALL CITY OF 4• ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL
CHANHASSEN STANDARDS AND SPECIFICATIONS. SEPARATION OF 1.5 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW
S" STUB 1.5-INCH TYPE K WATER SERVICE 70 WITHIN 5-FEET OF ALL HEALTH DEPARTMENT AND CITY OF CHANHASSEN AND CARVER COUNTY
oP=sloe 13 PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT STANDARDS.
,5 ELEVATION N7TH MECHANICAL CONTRACTOR PRIOR TO THE START OF
65pV CONSTRUCTION. 5. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, UNLESS NOTED
1 OTHERWISE.
1 14 INSTALL 8-INCH 22 1/5-DEGREE BEND WITH THRUST BLOCKING. FOLLOW 6. ALL WATER MAIN SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET
o ,i. ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS.
9ti OVER TOP OF WATER MAIN.
-2 ""-- 15 INSTALL 6-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL 7. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CHANHASSEN.
R 6 q CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES,
WR #2 16 INSTALL 8" X 6" STANDARDS AND REDUCER.
SPECIFICATIONS. FOLLOW ALL CITY OF CHANHASSEN PLUGS AND HYDRANT LEADS.
22 8. SANITARY SEWER PIPING SHALL BE PVC SDR 35 UNLESS NOTED OTHERWISE.
17 STUB 8-INCH FIRE PROTECTION SERVICE TO WITHIN 5-FEET OF 9, STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE (RCP), UNLESS
PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT NOTED OTHERWISE. ALL 12-INCH THROUGH 18-INCH RCP STORM SEWER PIPE
SAN ELEVATION NTH MECHANICAL CONTRACTOR PRIOR TO THE START OF SHALL BE CLASS 5. RCP PIPE LARGER THAN 18-INCH SHALL BE CLASS 3
TOP=90 INV=887.8 CONSTRUCTION. UNLESS NOTED OTHERWISE. ALL STORM SEWER PIPE THAT IS EXTENDED TO
INV
s9ti 1H STUB 6-INCH DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF THE BUILDING FOR ROOF DRAIN SERVICES IS TO BE PVC, SCHEDULE 40.
s PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT 10. ALL FLARED END SECTIONS ARE TO HAVE TRASH GUARDS, ALL DOWNSTREAM
ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. FLARED END SECTIONS SHALL HAVE GEOTEXTILE FABRIC AND RIPRAP PER
MNDOT STANDARDS, AS DETAILED.
0 " ��c 1S CORE DRILL EXISTING CATCH BASIN TO RECEIVE 6"PVC DRAIN TILE. 11. CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC,
NC. INVERT OF DRAIN TILE SHALL BE 904.70. TELEVISION AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION.
914.50 INSTALL DRAIN TILE FOR FILTRATION BASIN AS SHOWN ON PLANS. REFER
20 12. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF
TO 2/C100.
THE BUILDING OR WATER SERVICE LINE SHALL BE TESTED IN ACCORDANCE
21 INSTALL FLARED END SECTION WITH RIP RAP PER DETAILS 15/C400 AND WITH MN PLUMBING CODE.
1/C401. 13. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GAS
22 INSTALL DRAIN TILE AT LOW POINT CATCH BASIN PER DETAIL 12/C401 TIGHT OR WATER TIGHT IN ACCORDANCE TO MN PLUMBING CODE. APPROVED
WATER RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATER TIGHT
23
N INSTALL PERIMETER DRAIN TILE. REFER 70 DETAIL 10/C401. PROVIDE CONNECTIONS TO MANHOLES CATCH BASINS AND OTHER STRUCTURES.
GROUT RINGS ARE AN ACCEPTABLE ALTERNATIVE. CEMENT MORTAR JOINTS
SOLID PIPE AND WATER TIGHT CONNECTIONS TO 10-FEET OF EITHER ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES
SIDE OF ALL WATER CROSSINGS PER MN PLUMBING CODE. CONSTRUCTED WITH SUCH JOINTS.
Y4 LOCATION OF PROPOSED ROOF DRAIN LEAD. REFER TO STORM SEWER
TABLE FOR INVERT ELEVATIONS AND PIPE SIZES. COORDINATE EXACT
LOCATION AND INVERT ELEVATION NTH MECHANICAL CONTRACTOR PRIOR UTILITY NOTES FOR WORK IN PUBLIC RIGHT-OF-WAY:
TO THE START OF CONSTRUCTION. 1. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY STANDARDS AND
Y5 LOCATION OF PROPOSED ROOF DRAIN DOWNSPOUT COLLECTOR. REFER SPECIFICATIONS.
TO DETAIL 13/C401. ALL STORM ROOF DRAIN DOWNSPOUT COLLECTORS 2. PRIOR 70 CONSTRUCTION, CONTRACTORS ARE TO COORDINATE ALL WORK
SHALL BE 8-INCH SCH 40 PVC UNLESS NOTED OTHERWISE. COORDINATE WITHIN RIGHT OF WAY AND OBTAIN ALL APPLICABLE PERMITS.
EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR
PRIOR TO THE START OF CONSTRUCTION.
26 INSTALL SUMP CATCH BASIN PER DETAIL 9/C401.
27 INSTALL OUTLET STRUCTURE PER DETAIL 2/C200. CONTRACTOR SHALL
PROVIDE 16-INCH ORIFICE PLATE OVER PROPOSED 18" OUTLET FOR
STORMWATER RATE CONTROL.
LMIN. 3 CU. YDS.
RIPRAP
SEE DETAIL
1/8"X1"-
1/8" BARS - 3" O.C. m
PROVIDE 4 - 1 /2" SS ANCHOR
)IPPED GALVANIZED
IN 2 SECTIONS
SEE DETAIL
�60" O.D.
1/4" x 1
1/4" FLAT STL.
(4) 1/2" - 13
UNC HEX
HEAD STAINLESS
STL. BOLTS
WITH NUTS AND
WASHERS
1/2" SMOOTH RND. STOCK
3 1/2" O.C. BOTH WAYS ���111
(2) 1/4" X
1 1/4" FLAT
NOTES:
1. GRATE
TO BE MADE IN
(2) PIECES
2. ALL METAL SHALL BE
HOT -DIPPED
GALVANIZED.
STORM
SEWER STRUCTURE
TABLE
STRUCTURE
STRUCTURE
NEENAH
RIM
INVERT
ID
DIMENSION
CASTING
ELEVATION
ELEVATION(S)
PIPE
LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE
(INCHES)
TYPE
STRM
#1
18" FES
NA
897.83
N
= 895.00
34 L.F.
OF 18" RCP ® 0.74%, STRM #2
STRM
#2
27" CB
SEE DETAIL 2%C200
899.50
S
N
= 895.25
= 894.92
-------
9 L.F.
OF 6" PVC@ 0.00%, FILTRATION BASIN #1 DRAIN TILE
STRM
#3
24" FES
NA
900.92
N
= 897.25
66 L.F.
OF 24" RCP ® 0.50%, STRM #4
STRM
#4
48" MH
R-1733
911.71
S
NE
= 897.58
= 903.79
58 L.F.
OF 15" RCP ® 3.50%, STRM #5
SW
= 905.80
N
= 906.35
92 L.F.
OF 12" RCP 0 3.50%, STRM #6
SE
= 907.05
128 L.F. OF 12" BOB 9 2.66%, STRM #5B
STRM
#5
48" CBMH
R-3067
913.00
S
= 906.05
70 L.F.
OF 12" RCP O 1.00%, STRM #5A
NE
= 908.32
67 L.F.
OF 4" PVC 0 4.00%, BUILDING DRAIN TILE
E
- 908.05
64 L.F.
OF 8" PVC @ 5.00%, LOADING DOCK ROOF COLLECTION SYSTEM
STEM
#5A
24"x36" CB
R-3067
910.75
N
= 906.75
NW
= 910.45
-
STRM
#5B
48" MH
R-1733
914.61
NE
= 910.45
6 L.F.
OF 10" PVC @ 0.83%, ROOF DRAIN #1
SE
= 910.45
75 L.F.
OF 12" RCP @ 4.00%, STRM #5C
STRM
#5C
48" MH
R-3067
917.63
NW
NE
= 913.45
= 913.45
111 L.F.
OF 12" RCP @ 2.77%, STRM #5D
SW
- 916.53
STRM
#5D
48" MH
R-3067
923.30
E
= 918.37
87 L.F.
OF 12" BOB O 1.00%, STRM #5F
NW
= 918.79
41 L.F.
OF 12" RCP @ 3.00%, STRM #5E
STRM
#5E
27" CB
R-2535
924.18
SE
= 920.02
--------
STRM
#5F
27" CB
R-2535
921.57
W
NE
= 919.24
= 919.24
--------
9 L.F.
OF 8" PVC @ 1.00%, SE ROOF COLLECTION SYSTEM
STEM
#6
48" CBMH
R-3067
915.70
S
NE
= 909.58
= 909.58
150 L.F. OF 12" RCP 0 3.50%, STRM #7
STRM
#7
48" CBMH
R-3067
920.05
SW
SE
= 914.83
= 914.83
-------
51 L.F.
OF 12" BOB @ 1.99%, STRM #8
NW
= 915.85
STRM
#8
48" CBMH
R-3067
922.00
NE
= 915.85
215 L.F. OF 12" BOB © 1.00%, STRM #9
SE
= 918.21
21 L.F.
OF 8" PVC O 2.00%, NE ROOF COLLECTION SYSTEM WEST HALF
STRM
#9
48" CBMH
R-3067
921.15
SW
SE
= 918.00
917.08
--------
71 L.F.
OF 8" PVC @ 4.00%, NE ROOF COLLECTION SYSTEM EAST HALF
STRM
#10
24" FES
NA
909.03
SW
= 906.70
80 L.F.
OF 24" BOB @ 0,63%, STRM #11
NE
= 907.20
-
STRM
#11
48" CBMH
R-4342
912.50
SW
= 907.95
34 L.F.
OF 15" RCP @ 1.14%, STRM #12
NW
= 909.63
4 L.F.
OF 6" PVC O 0.00%, FILTRATION BASIN #4 DRAIN TILE
NE
= 908.34
--------
STRM
#12
48" MH
R-1733
913.50
SE
= 908.34
1176 L.F. OF 15" BOB © 0.73%. STRM #13
NW
= 908.59
60 L.F.
OF 12" BOB ® 1.10%, STRM #12A
STRM
#12A
24"x36" CB
R-3067
912.75
SE
= 909.25
--------
STRM
#13
27" CB
R-4342
914.50
NW
W
= 909.62
= 910.60
--------
7 L.F.
OF 6" PVC O 0.00%, FILTRATION BASIN #3 DRAIN TILE
STRM
#14
12" FES
NA
907.95
E
= 906.70
26 L.F.
OF 12" RCP O 1,56%, STRM #15
STRM
#15
48" CBMH
R-3067
911.00
W
SE
- 907
= 907.1.10
30 L.F.
OF 12" RCP @ 1.33%, STRM #16
STRM
#16
24%36" CB
R-3067
910.33
NW
= 907.50
--------
STRM
#17
8" FES
NA
914.25
NW
= 918.00
57 L.F.
OF 8" PVC © 3,49%, NW ROOF COLLECTION SYSTEM
STRM
#18
8" FES
NA
914.44
SW
= 918.00
72 L.F.
OF 8" PVC ® 1.33%, SW ROOF COLLECTION SYSTEM
SANITARY SEWER STRUCTURE TABLE
STRUCTURE
STRUCTURE
NEENAH
RIM
INVERT
ID
DIMENSION
CASTING
ELEVATION
ELEVATION(S)
(PIPE LENGTH,
DIAMETER, SLOPE
& NEXT UPSTREAM STRUCTURE
(INCHES)
TYPE
EXISTING
STUB
SSWR
#1
AND 45
NA
887.73
SW
= 887.00
21 L.F.
OF 8" PVC Q 90.28%,
SSWR #2
DEGREE
BEND
SSWR
#2
45 DEGREE
BEND
NA
901.76
NE
SW
= 901.03
= 901.03
107 L.F.
OF 8" PVC @ 1.00%,
SSWR #3
SSWR
#3
48" MH
R-1733
914.25
NE
SW
= 902.10
= 902.20
'.213 L.F.
OF 8" PVC @) 2.06%,
SSWR #4
SSWR
#4
48" MH
R-1733
920.50
NE
SW
= 906.58
= 906.68
--------
162 L.F.
OF 6" PVC © 1.00%,
SSWR #5
SSWR
#5
48" MH
R-1733
924.00
NE
SE
= 908.30 40
= 908.40
10 L.F.
OF 6" PVC Q 1.00%,
SSWR #6
x
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PROJECT NO: 15139
DRAWN BY: KAB/SJH
CHECKED BY: KAM
UTILITY PLAN
C200
PROPOSED PLAN SYMBOLS
CONSTRUCTION LIMITS
PROPERTY LINE
RETAINING WALL
HEAVY DUTY
BITUMINOUS PAVEMENT
CONCRETE
PAVEMENT/SIDEWALK
SEE LANDSCAPE PLANS
FOR PAVEMENT DETAILS
FLAT CURB AND GUTTER
PEDESTRIAN CURB RAMP
ACCESSIBLE PARKING
SYMBOL
SIGN
PARKING STALL COUNT
*NOTE: CONSTRUCTION LIMITS
TO BE PROPERTY LINE UNLES
SHOWN.
ABBREVIATIONS
BLDG
Building
BM
Bench Mark
CONC
Concrete
ELEV
Elevation
EX
Existing
FEE
Finished Floor Elevation
LEE
Lower Floor Elevation
MAX
Maximum
MIN
Minimum
R
Radius
TRUNK H/GHW4 Y NO. 312
C
WEARING COURSE PER MN/DOT
2360 SPWEA240
NON —WEARING COURSE PER
MN/DOT 2360 SPNWB230
SUBGRADE TO
PROCTOR
MN/DOT 2111
AN/DOT
PER
i0
JBGRADE TO
'ROCTOR
4N/DOT 2111
TACK COAT PER MN/DOT 2357.
CLASS 5 AGGREGATE (100% CRUSHED),
PER MN/DOT 3138 COMPACTED TO AT
LEAST 100% STANDARD PROCTOR
DENSITY.
1 1 �2"
1/2'
6" MIN.
-11I-III-II
-III 12" MIN.
-
TC;LAKSSC SATAGPGTztC�n 1£°PII7d%�FRUSHED),
PER MN/DOT 3138 COMPACTED TO AT
LEAST 100% STANDARD PROCTOR
DENSITY.
2
2"
0" MIN.
777-77
12" MIN.
-AVY—DUTY BITUMINOUS PAVEMENT
T TO SCALE
TOP OF CONCRETE CURB
3` TAPER SECTION IN GRASS;
10 FEET WITH ADJACENT WALK;
UNLESS NOTED OTHERWISE
1 /2" R.
JSE—DOWN CURB SECTION
T TO SCALE
BROOM FINISH
CONCRETE PAVING WITH
CONTROL JOINTS AT 10'
MAXIMUM SPACING
a
n
a
a
.'.'
.................•.•e
CING SHALL NOT EXCEED
THE PAVEMENT THICKNESS
OF 15 FEET.
DNCRETE PAVEMENT
IT TO SCALE
CONCRETE SHALL BE REINFORCED BY
SYNTHETIC MICRO AND MACRO FIBER
REINFORCING PER SPECIFICATIONS.
8" CONCRETE PAVEMENT PER
SPECIFICATIONS.
5" CLASS 5 AGGREGATE BASE (100%
CRUSHED) PER MN/DOT SPECIFICATION
3138, COMPACTED TO AT LEAST 100%
STANDARD PROCTOR DENSITY.
COMPACTED SUBGRADE.
NOTE:
FACH IIRIVFWAY
WIDTH PER PLAN
PANEL NOT TO
EXCEED 100 SQ.FT.
2'TAPER
Z X ti
0
SIDN
WPLAN.
IDTH
PER
EXPANSI
N JOINT
TRANSITION CURB
RADIUS PER
x
FROM FULL HGT
GEOMETRIC PLAN
¢
`J
0 STREET TO m
MATCH 0 SDWK
6° CONC.
0
EXPANSION
JOINT
(NO MESH
FLOW
LINE
CURB AND GUTTER 2'
PER CITY STANDARDS
NO LiF
KEYED NOTES
KEYED NOTES ARE DENOTED BY ] ON PLAN.
INSTALL 8612 CONCRETE CURB AND GUTTER. REFER TO DETAIL 7/C401.
INSTALL MOUNTABLE CONCRETE CURB AND GUTTER AND CONCRETE
DRIVEWAY. REFER TO DETAILS 7/C401 AND 8/C300.
INSTALL NOSEDOWN CURB SECTION. REFER TO DETAIL 7/C300.
INSTALL HEAVY—DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 6/C300.
INSTALL LIGHT —DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 5/C300.
INSTALL CURB CUT FOR DRAINAGE SWALE. REFER TO DETAIL 4/C3001.
INSTALL CONCRETE WALK. REFER TO DETAIL 8/C401. REFER TO
LANDSCAPE PLANS FOR CONCRETE FINISH AND JOINTING.
INSTALL CONCRETE PAD. REFER TO DETAIL 2/C300.
INSTALL CONCRETE DRIVE ENTRANCE. REFER TO DETAIL 9/C300.
11 INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 2/C401. REFER TO
MN/DOT STANDARD PLAN 5-297.250 AND MN/DOT STANDARD PLATE
7038.
12 INSTALL STOP SIGN PER MNMUTC.
13 INSTALL BITUMINUOUS WALK. REFER TO DETAIL 3/C300.
40' 20' 0 407 80'
SCALE 1ff = 407
GENERAL NOTES:
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE.
2. ALL CURB AND GUTTER IS TO BE B612 CONCRETE CURB AND GUTTER UNLESS NOTED
OTHERWISE.
3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL
SLOPE.
4. REFER TO ARCHITECTURAL PLANS FOR PROPOSED BUILDING LAYOUT.
5. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY RULES, REGULATIONS AND
SPECIFICATIONS WHEN WORKING IN PUBLIC RIGHT OF WAY.
6. NO PONDING OF WATER OR ABRUPT TRANSITIONS WILL BE ALLOWED WHERE NEW
PAVEMENT/CURB/SIDEWALK MATCHES INTO EXISTING PAVEMENT/CURB/SIDEWALK.
7. PARKING STALL DIMENSIONS VARY. REFER TO PLANS..
B. THE CONTRACTOR IS TO CONTACT THE CITY OF CHANHASSEN FIRE MARSHALL FOR THE EXACT
PLACEMENT OF FIRE LANES, YELLOW —PAINTED CURBING AND NO PARKING AREAS FOR FIRE
PROTECTION PURPOSES.
9. CONTRACTOR SHALL PAINT ACCESIBLE PARKING AISLE WITH STARNDARD STRIPING AND "NO
PARKING" AS SHOWN ON PLANS.
PAVING NOTES:
1. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. ALL WALKS ARE TO BE CENTERED ON THE
DOORS.
2. INSTALL APPROPRIATE EXPANSION MATERIAL WHERE CONCRETE IS ADJACENT TO BUILDING FACE.
3. SAWCUT AND MATCH NEW BITUMINOUS PAVEMENT INTO EXISTING PAVEMENT. NO ABRUPT GRADE
TRANSITIONS OR PONDING OF WATER WILL BE ALLOWED.
4. MATCH NEW CONCRETE CURB AND GUTTER INTO EXISTING. FOLLOW ALL CITY OF CHANHASSEN
STANDARDS AND SPECIFICATIONS FOR CURB TYPE, MATERIAL AND INSTALLATION METHODS.
5. SAWCUT EXISTING BITUMINOUS PAVEMENT AND CURB AND GUTTER TO NEAREST JOINT. COORDINATE
REMOVAL LIMITS WITH SITE DEMOLITION CONTRACTOR AND CONSTRUCTION MANAGER. INSTALL DRIVE
ENTRANCE PER CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. FOLLOW ALL CITY OF
CHANHASSEN AND CARVER COUNTY REQUIREMENTS FOR TRAFFIC CONTROL.
GRANULAR
.SEE NOTE2 I HNU Z.
CONCRETE SHALL BE REINFORCED BY
SYNTHETIC MICRO FIBER REINFORCING PER
SPECIFICATIONS.
BROOM FINISH
CONCRETE SLAB
— 6" GRANULAR BASE
REFER TO SPECIFICATIONS
COMPACTED SUBGRADE
REFER TO SPECIFICATIONS
2 CONCRETE SLAB
C300 NOT TO SCALE
WEARING COURSE PER
MN/DOT 2360 MVWE
COMPACTED FILL
CLASS 5 AGGREGATE (100% CRUSHED),
PER MN/DOT 3138, COMPACTED TO AT
LEAST 100% STANDARD PROCTOR DENSITY.
2"
4" MIN.
SCARIFY AND
RECOMPACT SUBGRADE
TO 100% PROCTOR
DENSITY.
3 BITUMINOUS PATH
300 NOT TO SCALE
FRONT VIEW
RIP RAP VIEW
CONCRETE CURB
NOTE:
1. THE CONTRACTOR AT HIS
OPTION, MAY SUBSTITUTE A
GEOTEXTILE FABRIC BLANKET,
Mn/DOT SPEC. 3601, FOR
THE GRANULAR FILTER
BLANKET UNLESS OTHERWISE
NOTED IN THE
SPECIFICATIONS.
2. RIP —RAP SHALL BE PLACED
IN ACCORDANCE WITH
Mn/DOT SPEC. 2511,
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PROJECT NO: 15139
DRAWN BY: KAB/SJH
CHECKED BY: KAM
PAVING AND
GEOMETRIC
PLAN
C300
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fid on both liho/ 4" 1 ACT+
,jecu)t NOTES,
Inside onol outside. ESE "r ION I AAL HILIKANIS S�HAtt, 4A•da.. KFW HI�t,fl�j
2, V40JIVou "o dt:Q'-tN 0,"k Viur" kicw-o 9"1 rtmorholo or orelI tossistivell oaoiptabi oltshpas.
3� A," PMFITUL� ��II 14PAI, OL �AJBX�T 10 fiiiij YLAP WARIUVOI,r PLTIOD \1
Ti-OMS, NOIED IN (W 711-L WArfRINAN AH JN hoto5en't shall bet qroutind an iw,�qide orij (Itutijoe
1�6
9. �bepj lihan be lonovided In oil catch bitotion/vorisrithoes and storivin sever immorthOlan k H�CWAJC SNAL INCLUIX A tff--1R-AfI MAIFPCR, i Whom the mermble N catch basin it coinlinacted ocT FE.NOC NEAR Tlyt (DO
b, A,.i, A�IN!3 5,11A�611 BE ��F.',',TAALIFV VIA UEC�-k,Uiii ME-04ANNAl, ADINT RFI,�nPADCT earmide the hroatted 104doray 0 Avinumus j1ditt ord st WH) SLOPL OUIS*E (W STOP MUD MIDSRATION THRFdUCH R(W>C�
astinq to be totcfll� encosLd HIM, CC-rcfele CLI'll TAHCAiOfl� CONSTIMUCrION Iffii
v6 Ai.. �YDRANT lrf� 6r. PILLfstEI Tf; 4RI)CAIL AI MI ALLOWaII T"'t K R,12* shelf III, 1,),tfteled ned to the mnnlrolle
3. 4o lollock structures am allowed. FI FQXr"L I!F Hi -RANT
.4 Na Wool shims rare parritted in the adfusteg ringly. HIT'RAN3 Fit) Elf. 5f',;URI!L� W114 PLL1!itC ojAAF` �)ir NAWG to IAK�",41E r[nr 4�
::air nf "Fsnw,F�A LCCATION OF S111 fTNIOX "
FOR PEPIEMITER&
AIN
7 "PICAL 0111 STANDARD ROCK
MANHOLE WHY
ON STORA SEWER CATC1 BASIN AIN T 9F1 SILT CONSTRUCTION
2X 3' RECTANGJLAR FENCE EN TRANCE
ENGINEERING DEPARTMENT 2101
Prvi�,M N.- � A I A: -1 I�Jirv!n I RIBMIDI T-10 , � -;: CUM= 01 �=Q r"SED; Si RA-AE W-: I ENGINEERING DEPARTMENT 5-01
ENGINEERING DEPARTMENT 5300 FPU
ENGINEERING DEGARTMIENT 3101 12LL- I wsi
13 CB-2/ X 3' HYDRANT INSTALLATION /�7 STANDARD MANHOLE ("�j ROCK CONSTRUCTION ENTRANCE
40 NOT TO SCALE NOT TO SCALE SILT FENCE NOT TO SCALE OD
NOT TO SCALE NOT TO SCALE
@ 1(��Oy to
\Qtoy 111111111, C�\l E
0
0 C)
> C\I
COMPACTED BACKFILL LO E
'5 Lo 0 N:9
Co 0 -0
Z. Co A, cr co C6
SEDIMENT TRAP --g- E zN
14 a) Go 00
L&I oup
C) z �e cc - 2 01 DO
MANUFACTURED BY iffINIC0,L11-CII -SHAKOPEE, N
0
ct)
E55 S;CS-. CORCORAN, MN. OF! EQUAL z 0 C C ia
U` Do/S MIN D (1) C oc
Lo 6- LL L-I 7r PIL HAUNC ca SPRINGLINE I , S
..E
LOWER SIDE L)
NEENAH 9,-4y42 fFATf QIR — ----- FENCE IN solos ".WW `AX 1� vh
r POSTS
Ant. 41 L'� 1AI rAIII IVA
W0110 9MA AFM Ih"XiAGu` hot Fit FINANI s"PuTisjo KA
wo"Aft olaNft
< 0
DOING 101AUSTNO F�mas W) 6' Metal figui F�W < vi 10
2L 0
MIN 2 FJ5
denoting barb box, 2 3 0
RAX 4 Tap 6" pointed blut. As
DO/3 MIDDLE BEDDING LOOSELY
MIN 1/4- MWAk KtWEN BEDDING Do/24 MIN
..... . EXCEPT TYPE 4 'n On z
PLACED UNCOMPACTED
DAItUror, 9111 & 5MICIURt, BEDDING EXCEPT TYPE 4 c"LAK (TYF,) MORTAR 541AIJ, MI WINOD1 curto bon VV0 1 1 /4 OUTER BEDDING MATERIALS AN/ sn- -- �z 0
WITIC T%&2it, stondipipit, ond 'goationryy ;Ad COMPACTION EACH SIDE SAME at,: LIU]
""`'AYE FILLI EN REQUIREMENTS AS HAUNCH �j
TO (01oliN51 OF 17M.V�'WoR RAFF
6" PVC '5tDR-2fi PEFF iii SLOPE 1/4- PER F T 0 >,
44 (1,011 Air or, Cr. IiI WAY9 STANDARD TRENCH INSTALLATION SOIL AND MINIMUM STANDARD PROCTOR
v COMPACTION REQUIREMENTS wivl 0111 g CENTER 15F RMA, AT,410 r
10 te
77t
M CONIC, 5EYKRI QLX9 iiWATLEW AVP CIF CAW 6M C� :5
i 1-! INSTALLATION HAUNCH AND OUTER LOWER SIDE 0 LL < Z 0
PRIE CAST OFIENN13 A!, FMOUIREI�, TYPE BEDDING
't'N �,x go, got A7XJ0 Y In D
2')(2- MARKER UU
90% CATEGORY =D LU Z
100% CATEGORY III
f-'I/2 PPE DIAMETER MI SEE Ni 2. TYPE 1 95% CATEGORY I 95%CATEGORY z
ffI I- "K "t;o;�pef 90% CATEGORY 1 85% CATEGORY I
11 TYPE 2 90% CATEGORY 11
1--SANITAPT SEOCR 95% CATEGORY II 95% CATEGORY III
41 rporolion Cock rilooi MAIN
85% CATEGORY I 85% CATEGORY
E 3 11 90% CATEG
—�-bW............ 95% CATEGORY 111 95% CATEGORY III
R SERVICE CONN[Cllotq NO COMPACTION REQUIRED,
S TARP DETAIL TYPE
POURED In IN.Ac: LsR $' RE 4 EXCEPT IF CATEGORY fli EXCEPT IF CATEGORY III
PRECAST %All X— Agooler Main MAINS FOR 00`4114 OF COVER IAI FEET OR LESS USE 85% CATEGORY III I USE 55% CATEGORY III
"'^" "+r` �"^" ^�1•�
. ..........
EQUIVALENT SOIL CLASSIFICATIONS FOR SOIL DESIGNATIONS Cr-ij ?0WI-ruitor <
NOTES: SOIL UNIFIED SOIL CLASSIFICATION SYSTEM (Uses) MN/DOT SPECIFICATION rg�'14 44 X FAM" 7
I Or) noll parail ruid Of curb 0op,
2 2 Add 6' crumptd pigtail to CUtIO tp, op WHEt4 SjaHiTARY SZ%XP SEPMi.r IS NOT AECOMPANNED BY A WATER SEAvICE IN SOIL BEGINNING WITH ONE OF THESE SYMBOLS WITH 12% AGGREGATE DE I{ SPEOAL 2 WtVIEN1 1AELO ALL C)INT" (110" GAS4I CATEGORY I CLEAN COURSE GRAINED SOILS: SW. SP. OW. GP. OR ANY COARSE FILTER
3 The copper sof wice 1" between I iii and curb hox 11141 SAME TRF--N(>4, INSIrALL A 6- 4--AVY NETAL PiNCE PI II TO 2 X 2 OR LESS PASSING A #200 SIEVE MN/DOT 3149.2H
rholl be one Higntivious piece ol pipiflilt ggplil�es will not be Jgivnmitivd WAR4EP AND PAINT TOP 6- OF POSI FIE)FESCENT OREEN, CATEGORY 11 COURSE GRAINED SOILS WITH FINES: GM, GO, SM, SO, OR AGGREGATE BEDDING
4 Goorposoliciri cock to be I" x r trisi*o, dkorrieten. EXCEEDS 90 FEET CLEANOOT REOUIRED ON PIRIVATE PROPERTY' IF DISTANCE FROM MXIN TO HOUSE ANY SOIL BEGINNING WITH ONE OF THESE SYMBOLS MN/DOT 3149.2G
f;H Soddle-, reound an 6' DIP or smaller moku5i and off mainsCONTAINING MORE THAN 127 PASSING A #200 SIEVE 1, CLEAN FILTER MEDIA AFTER EW14 RAJN EVENT AND REPLACE IF FILTER ISS
C4,CKIG170 WITH "WCIVEN1.
and oil imalinto 12' Cor larger, CATEGORY III FINE GRAINED SOILS: OIL, ML, (OR CL-MU CU.MI_ ML/CU) NOT APPLICABLE < < <
L ALL. PJPE SHALIL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER WITH LESS THAN 30% RETAINED ON A #200 SIEVE.
6, Saddles whsoT retgored iiti be Ford si F202 double strrp� ACCREt,",ATIE (3t4911� pffAOvF FROM K.-I-FPIAHLE A17FR Ei RAIN EVENT.
T. LhLitI, Ua1dIeT, errs aired on ,It eft wilteraTII
NOTES
1. COMPACTION AND SOIL SYMBOLS-I.E. "95% CATEGORY J' REFERS TO CATEGORY I SOIL I
MATERIAL WITH MINIMUM STANDARD PROCTOR COMPACTION OF 95%. 0
jy TYPICAL 27" DIAMETER TYPICAL LL ON
2. SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST THE SAME =D vi
Mof OR TYPICAL SANITARY COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONE. WIN CATCH BASIN
CATCH BASIN WATER 3. THE TRENCH WDIFH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO ON
emm * MV= SEWER SERVICE ATTAIN SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. SEDIMENT TRAP
SERMCE 4. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF
[-
EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED LEAST SAME
COMPACTION AS SPECIFIED FOR THE SOIL IN THE BACKFILL ZONE.
ENGINEERING DEPARTMENT J'Mp� 3103 2-11 ENGINEERING DEPARTMEN PLATE Ti 5. NO BEDDING IS REQUIRED FOR TYPE 4 STANDARD INSTALLATION. F&ASIED, 1-10
ENGINEERING DEPAR7MENTI'"I 100,5 2001 6� REFER TO ASTM C1479-07 FOR DETAILS. ENGINEERING CEPARTMENT ji"'I 5302A
IFTLE RAW, L*kVW�,SPFa 1f`1LE 0! " 71 7. TYPE III BEDDING SHALL BE USED UNLESS NOTED OTHERWISE. RI Assw
r14"CB-27 WATER SERVICE r8`oi SANITARY SEWER SERVICE io"" �5 TYPICAL PIPE BEDDING FOR RCP AND DIP r2'CATCH BASIN SEDIMENT TRAP
1�4
0
NOT TO SCALE-- I 40 NOT TO SCALE 40NOT TO SCALE 1�4
00
NOT TO SCALE 'i YO NOT TO SCALE
7.
lUj Zf) -4
Inn
> L.D C1`1
See City Ploho, No, ;107 far nprop paoicert 7,5' leirginglurn cow reored Ln
T;N4 T:Oor No. 15860
over top of Ivoter rnoH. -rW C::) 6!
N H-1 'j, ti uluellef 0.
Bibb SIHF- cf.)ig He R-5160
-ovide VcIve Stem Riguers, 0 LLJ v
TO Within 6' 01 The Surfoot C--)
I �Hq
isE:p
If The Distorice Fromm U,
The Top Itut Of the VOPW 10 FINAL GRME
Time $urFlqce is ClINING19r, Than 8', "" kw
nv�
*,A
RENCH HASKOUT AR. i
Adjust top 10 1Y(4 bet raw
MINIMUM 6" OF
Tyler Nlo� 000 grade, BOA to btt sot to COAPIACTIED SA;;
1 SEMER
Mjefler No H-102% 26" pritVqde 12" Of IdjIJI5114VI SIAH't) FII.Li,
ll Btdby-sl*-Crylv, NON Ii V L.Lj
3" MINAAUIM
SAND II RIWD ST`1ROFOAHvo
Tiler No. 611 tWULATION
Mueller No, 44- 0357
Too Iost 3 pipe joksts 14AIENNO i
Use 2 he bolt fasunterst No. 58 Ir
fivisidl at f.;alm valswr how, screw type,
per joint, lifrF 59 V ploi 5 1/4' shalt, siZe
W, learn top Or tivitt:ken No. 60 24' "K, Y-6 letendit Y" SMOFOAM
of 00. No, 58 14, 1 06 round base NSVL*lr" Ls. MN
NO, 59 Ln 7-
00 -Ste-Crude
- Gate Vol" Adapter 1/4' ARK",MEfyimo� 57 911 ifflo Ijt4r.R H PLAI C IN
1. (f)
vFj52q No, Aha itol Stem WI Pooloct'vois 2 -1' CL:�Aff ET Ill,
va 5 2 Net
59 70A Rupitter TRANSIO001 To SPILCIPIED A LmOkP- U)
X� joilit
60 Qo0vil Imotobod Belionirign DLPTI kyV`IPiC'AI pLA! ..... .
V5 5 13 �v C I I'll IG <
The (Nofte Vot,10 And VE WITH MEGA I
III visivo Adopter, AS IIIEOIJIRW, AgA a,110401` ARLA MN J
ot,�
Q�A 41"Fq No RE160 I Lu Z
ISOMETRIC Lot No, H-103al 65, 4), Nivievicom CIR E.4IiCAFrx1,TFD gl,
UTERMAIN UNDER S"Oft TwER (1)
abligy-surt-Cioig No. 1,0516 60' Flow CoinLrol 2f �CTION �11—A <
Reiviliont ovocolov Vol"
Conforinderg to AvMA PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERMSE SPEECIFIEID� I,, LOCATION I�IF TW 6ASHOV1 lAz'A �I,IALJ, BE AT THE DISCTI OF' T1I
volyd and Box to be C Mir 8) Suendard, I <
ploostic off ad per V*A,- Ig4SU1LATkV4 SHALL DVERLAP AT SFAMS tot' MIN. 12'� F�ONHPFIACIOIF Kit I!- MUST FE, SHOM4 M HE PLAlk$ AND MUST H4
th All
•01trgo 71TED "B14, S1 It IYSIN�G IRGNAGE TIFHE A?4SNINO I AREA SHA� L BE A T
Section 2r03o Steel Iii Built LEAST TsiE hitiNIMUIVI DISTANCr FROV TFJE RSHT CC 'WAFT AS PEOU[i Ear'
W L-X At, THIS AREA 5FIAL.- BE LGf:Alfr, IN 'U A CA. �
WANNFH Stir T-tAl 0rJFCFI 1RgTJ( V4S MAY PAS$ THROHGH 'THE WAi
61 AREA PIRII T' TRITE STAStUZED RtX�,� CO4TRUCT(N4 EXIT. PROJECT NO:
1. Aft Fitirtoweed Coneraft Apromit sholl be furrithirml srgflolk�d without Trovsh Cuards 2) HAHEDENEU, IAAIERIosti, $HAILL E[E BIRCI-YER I AND CLtAHNED CAI AS 15139
2 Art me" Reinforced C;�mcrete Aprons am now pipe folloll but tied bact 3 pooDe hCE'DED 7'C- MAINT&N A T`QNfgjQNIN.'1 NA$1-00' AREA VOLICINNE Or? ks DRAWN BY: KAE/S-H
leno;thig L'Ick from Oxon,
OREC-IEV By 11-" E"NsfilEfF, CHECKED BY: KAM
3 skit new Reinforced S.-)nrrete Aprons an exisAlq piope shall loter tied -a the first WADAND OWt(! A I" PAST OUTSIDE ly Pt&[ �51 '14 WA"Mr t A:Ik-A MP, I q'i C,Nf014 101 � Airi Y) rE 1Y `R'ru Aly TFI it
play adjacent to the, opion. I8'XI8'X8' Corm Nock ILAr N SHALL W'O
WL(!A5 v swu OF 12, 41 TiF wit,11I 1 AWA MFJiTr,.f.'kr C01,TAFTLET, AND WAITP 7161T.
EARED ARED END SECTION Ciffor vPICAL GATE VALVE 061 INSULA11ON R E 7F
ffiv= am= ANC BOX INSTALLATION Off I WATERMAIN/STORM SEWER DETAIL WA51HOUT AREA CIVIL
CROSSING
mom
RENSIEVa 2--ft PLANIF Na: pxllsm1-10 Ri
ENGINEERING DEPARTMENT IsLARE I ENGINEERING DEPARTMENT 1006 PLATE ?i \F --PARTMENT 2205 DETAILS
REMSD. 2- 10 1`11.11 ENGINEERING D: I ittghr
INFILE NMF-�QWQ\SKCS\=04 ENGINEERING DEPARTMEW 2704 swNsw SHEET
K'15"l, FLARED END SECTION K'12"It GATE VALVE AND BOX INSTALLATION 9 WATERMAIN/STORM SEWER CROSSING (6"l, PIPE INSULATION CRETE WASHOUT AREA
4 I Q,Oy NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE r3 N\ CON
,Qoy lqi5 �c �O lq4,yO NOT TO SCALE C400
v�
ttNOTE: r/> r •-•�yl - $"r .w ir2^rII f'-Tap BP,amalnoua Material
1. WATER -TIGHT CONNECTIONS SHALL BE MAINTAINED. si"c*e ] 1 `� sS P a•
it '�
2. USE SCHEDULE 40 PVC ON ALL PIPES, UNLESS NOTED «"�" �3 4 or
OTHERWISE.
3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED 12 _p *�
r,
DOWNSPOUT BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. ---•- - -•- 1 - A _[
< -I.,, O
9 r.
Ccw,rr�t_r `,arprrt+>utter 7 p �m a s' ry
FINISH FLOOR 6" OVERLAP
RIM ELEVATION,
SEE SEWER TABLE SEE UTILITY PLAN. � D �m "" ` # � N y Y a A
REFER TO SPLASH 3 2,,r h"' k' kra]R_ �,x y
Tcya fkaer rsoue Maf.¢ al I b u a+
PAD DETAIL BELOW. �3Ar �, W FILTER FABRIC n A wEr? as r[ f • t X __._. a
MN/DOT 3733 TYPE 1 N ^t ur, �4 Per .,... N�nOtir t36v2 _ �� ,.-r I 0 A_ n k . ,i Lry Nl��k ' ° ����St) _ .� UJ
45' BEND (SCH. 40 PVC) g^ " -, .•_„", _.__.._, _
Concrete Curb and Gutter : d q' I 4 r �I 6krn3 EL �
COARSE FILTER AGGREGATE M ". " n
AND RISER PIPE ��
t �
e - N,t;,kS]Sd9E]
3 pp i 9
MN/DOT 3149.2H T PPE [D1A. Rti�AF PtEGtt;IrcREO C:FAhIIkLAR PIk1Ehi ME.irUtNr*�17 `� `o
Ca
ryry�R�'�� II s �r OLO
1% MINIMUM SLOPE B 1 B iar-Usa Only with Wivotaa DrivewctyA, "d s d (' �, �'�^ !' To .4 8 to 12 Cy a, 3 UNDER ti1P N?p1F NP.{T :�.
SEE 1/C200 W._. Parkrnq L ts, pa Meddana TO 33'" 14 to 24 C'a CL,3 LAYERS '' 9O00k MtPAF'I w tQ- OO w
INVERT ELEVATION PERFORATED DRAIN TILE ^•^------•^-•---•-•--•^---------•----•---__- - --- •---•-----•^^----^--- '6" C3 �56" 23 Ua ad C'r GL,3 FABRIC OR ECNt LU O V ,Z-�, �
REFER TO KEYED NOTES FOR INVERT ELEVATION OF �•- r 1 a
9 CONNECTION PIPE REFER TO MN/DOT .8'N' - el I� '''•';# ! NP% '14° .APaP UP 62 Cy (nd ups CIL 4 � w (j N 0
ON UTILITY PLAN iv `ly Fr;i,e ruharc yttrct is aProprmafw.RY F�.8A1C1 tbs} .1 Z o
THERMOPLASTIC PIPE 3245 o wt� .. -EB«N Z C �z
TO STORM SEWER. R G M� TaNa i3�tu+renrus ttat6rEal Deb
Q DRAIN TILE �•,,, M w
a" d PACK a ,..®_ . _.......,�•". - 1,« s Q o T G
T P V) cu
1 F2 ✓ {1 atF=FN� Fr O O O: o v _
SurrteounRoktle " "` •. „„»-'`' W LO Q
LU a. ., # ..� i y �....,,,w7�., � N Z a, Ov
PROPOSED GRADE ,.,.._,., •E + i :.�..O iw- 0 P
-•.-.,----..........."...................a..._....,_..-....,.�.2."...._...�.......,,....-._ems«_ n.
ConarrNm Our-, and Gutter ¢3: �" N-,." irvramulaa 4itkbtr ]X1t1CkCY1 SFrp1 26,, O -
"ss r k ..
.-:t'mro,aNer:P.rla Edgar T,yTe mI dam- V) M a w
0 4" TOPSOIL ,i v r � :.a..�
z dl" i' li L� �-
m PROPOSED _" y e r•• RaPAF4
o PROVIDE P 6,. -t p 8 A - n. 7
J_
DRAIN SPOUT _ /- �- (',,,] r w� NEENAH R-4380 LOCATION FOUNDATION WALL BACKFILL "r/' `'A/ a;W noun " •F,.
BUILDING " .rurloca»•"»
CASTING GRANULAR MATERIAL HAVING LESS .r - - - % i ..._
F.F.E. = 924.50 FLOOR THAN 50% PASSING THE NO. 40 .,.,". 6" Shoo EnY,ad , i 4 M
� .. ",•»'"`r•"" ° 1!4 ihl�� "-i`aFINry,Xlar trlfifler QMflLN58 �GPd.2FCi
/'` ��E. r v , Geoteuth Enter T+po 7N
' ,r ;'Jitu%n rrtauA ��rrb
SIEVE AND LESS THAN 5% ` it _ ""'"" „r^" "T �`r,, I �: -.,
CONCRETE 12, 6, PASSING THE NO. 200 SIEVE. •:'
SPLASH PAD 2„ DRAIN TILE PACKFLOOR SLAB TYPICAL NNE
w - .e'.MIN CITY I r. l;N?+' ,3f1 '.Ln 1 ,1'1 _ 5i],� RIP RAP
5-1/2" r, 1/2" EXPANSION COMMON BORROW 1 " .'. Cr�r�
-� JOINT O AND GUTTER � � � DETApL
LOCATION/SIZE VARIES NAvist; 3_tib PSAti Nd� ! r=utvt ua`
BUILDING FOOTING P� u ''z_1Q - -- -`
SEAL BETWEEN ENGINEERING Ei['r�ARTREEIUT .�1.�(j� Flt, , ¢ E.r.oh'.�'et ..........» r BI 9,lEP"t:tar ,.Fi'Gts'Tr„ht=[�1T � __1�vF,?, p - k.T+9Gll�E.��fd'dhl4i 1J�P'A�'u�`0.A�NT .,r"1[�f�
PIPE AND JOINT 3 T1tE NAta�rn c za rat NAka: o sr aaT
W/ NON -SHRINK GROUT
z
0
a
RISER PIPE o .
GRANULAR 10 BUILDING PERIMETER DRAIN TILE 7 CURD & GUTTER 4 PEDESTRIAN CURB RAMP 3-5 1 RIP -RAP
BACKFILL ~ C401 NOT TO SCALE C401 NOT TO SCALE C401 NOT TO SCALE C401 NOT TO SCALE C0 E
I���augl� u
� 0
SECTION VIEW$z9a
r�` Py
end" ca@ *p,n sp w �W Y `-200 2�
5il
Y
' * F f p 3 x a c7 t9 m m ui ti- s
6"
�_ W �� r �I x] 6 - �x ] y;a E w W to+t c O .°
o --
z v tAeL W a" !� b y _ a s toiaLLw r
o r a tlM a'�M�p e�S� Y'a
w a B
m COMPACTED BACKFILL v ��
m�XxttF�,� '- „•.. r'- �
jvl
ZMIN 12" H7tipAAT § a� 9 n $ A ,x / .ILL". F.- KI d $rtT
,}'a''<AFz gg9 W.. 6�' a , �. p . "° " {' ✓' b iyy IV m�A!"S, `N' ZVAIiVE DOX k I rr�k n w�p:ta ' a O/' ..Do / t u� VAPr G y �� ea_. k "�d ,. $ �a. u7�ip�' �tyc?y ZaS�DRAIN DON SPOUT SEE a ,U 5y.�(SEE SECTION VIEW) SPRINGLINE .' _ `t1f4" PEP2 F'1 IM �' :1�a{�(y�. y�w%.• O
I,..) r ...., .. ,.. �..tl y@$��;y$»'.4�lMI yM-g�..',{j V� �g¢ r_ w�' ..
::: i »` ^•-„ YYi Art loop
F'ntlNV'4T 3� "
1tr aRc aamai' I I x.•: . b �I N�N9Na GZ�
6 10' PVC PIPE EM EDMENT HAUNCH - m__ �.f ,'. = n_ -.µ »L . a m ar ce IZ5 = g
VV
PIPE / .i CAB a.-�e"°,. ,. r s, °.$ e' o ?
.. '" §' Sc" .... r� r c T
_ rF r'
Di '_"'' , u . .. n'9i. ''4 rA #.i _.. ,,......, R'.. I. .� O w d w
I T�" '��
PLAN VIEW / / PIPE BEDDING L-., h L. II G; �OLu<z Q�
�p4 iitW{fp AM •!F "' w 0 (n C
{gr w rr•mm wm tlF- Ai, IG W Z <
irz'- Zz ljj
i FOUNDATION d" CLASS74
5 BASE
2' 5' � � ,..,n r' "� 9 X t � t li em-+4� �. - v: � w O
13 DOWNSPOUT DRAIN WITH SPLASH PAD AND CASTING BEDDIN MIN 4' °�°�°�°��°�° °�°�° ° ° i Mtn. ,Y ,l
/ (AS NEEDED)
0 0 0 0 0 0 0 0 0 o I y
C401 1 ,• iµi
NOTES: I 1 T gg 9 j
1. THE MINIMUM TRENCH WIDTH °W° SHALL BE W=Do+16° OR 1.25*Do+12 WHICHEVER IS r. � r ¢ ' i' ••"v`- k � � p � i � �p
GREATER. i �E. d x '�"'! rws # K
2. PIPE EMBEDMENT MATERIAL SHALL BE CLASS I OR CLASS II MATERIAL. REFER TO
� h ;
SPECIFICATIONS FOR DETAILS.
g 9 -
3. REFER TO ASTM D2321-05 "UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR_ Ag � :�
SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS" FOR DETAILS, 1, TtPICAL 6" T"ICIr CtN CRVIE SIDEWALM, -'k .,....;,,,, ' r f v
BUTTRESS TO BE e r ` X, s K� u
- POURED AGAINST FIRM 2- USE TkSGN� FCR C7J•A.&MEFtICAt. pRIYEWAY CRC+S G. s Ih "I' rM` r'�' •" IT �^ a a a a a a
b UNDISTURBED EARTH. 1 1 TYPICAL PIPE BEDDING FOR PVC 3. X4141 SPACING AT 5' INTERVALS EXPAJSIt^9+t XV,,IT SPACING AT 100' �
e L C401 INTIERVA S AN PN � TTIN c
ote - NOT TO SCALE
Se L 6 M'tiE 8'J ti [v1STINJI. 1:adiA2ETE QF� STRLICNF!E.
3 MA9 Q N 191 W ]M T ll"
77 I'1.�19 Q'.Y %' i1;)tl t -i "'�] 1, ��1 4.1
C
' II CONCRETE �,i I' t" I" P �E:.:3�,. I"I .I _ I�a9 �4.�r�"�..::i , to 0�
„ SIDEWALK
$k L Pk.J, t:?() glCargr ,i_s ,: n
A v 12 RMCOE . t.-10 Y PLATE NC: ._..,.....,...,,- ,.. PLa:rE wc'-.c - I ��. `�._..-.._. E.NOINEERINa.: DE�ARTialEPJT ni,�ae w: ,-i.r;' 1
r, T
B° OVERLAP ENGINEERING DEPARTMENT 5214 L'I'dLEPrlI,� E6'AF 1,6tiNT
n Flu NAAIE:.:[k '$NEt'SiS�t+V I tr. na • a fl,y,' _w r .a.. i 1
a
BUTTRESS TO BE PLAN - 22 1 /2° BEND FILTER FABRIC
POURED AGAINST FIRM MN/DOT 3733 TYPE 1 iv ?
UNDISTURBED EAR BRACE PLUG AGAINST �� 5 CONCRETE SIDEWALK 5 PEDESTRIAN CURB RAMP(4-5)2 PEDESTRIAN CURB RAMP 1-5 r n
UN ISTURBED EARTH. 6" C401 NOT TO SCALE NOT TO SCALE C401 `J
COARSE FILTER AGGREGATE � NO L
�'yl Ilp MN/DOT 3149.2H C401
PERFORATED DRAIN TILE (j o z
DRAIN TILE a�
ry 1- PIPE REFER TO MN/DOT ° �I =W
- THERMOPLASTIC PIPE 3245
...9 l III---�.. �„ . x Ix ;l TV 47 a
PACK l $ >r�' x Bp en A I�tu e� u
BITUMINOUS MATERIAL / 24 *36 stab enin fair Neenah 1, - u q a B k 3 * UGCLLi
f 3ps7-v or a Neal ~ `s !' L�'L _
XJ•, r �1_ a z "'
r' �t �aaTE: N
BASE MATERIAL i
° C 2- BGrotos shall be used at 311 Iona f' S�
irr
ll /� `y f j P
_ 1 C r Ponta 1 �NPwh'' ass x y� aT�a r, dr -R Fg k4a
PLAN - 90° BEND PLUGGED CROSS \` %!ebz� e'R�4 d gee W
H _ � , "�� 0
1#� B Rat®Iql, 0
BUTTRESS TO BE ---' ,•rN'tPo8rr�7 R34fi'X- v <osen Ana""N y e NI ru P ,] pp M'S $A ,r:" t m v I (%)
q e$jp� N . t, M1 N'iCONCRETE SHALL BE - e grates # p§t I tPOURED AGAINST FIRM / ' ft t° IIx UNDISTURBED EARTH. 4" PERFORATED DRAIN..,,..,. ,, it �`N �, b;t# p'$; S 00 z
IN CONTACT WITH THIS ili{reboma qA i rrroxirnarrs at '°� 0 r
QUADRANT OF PIPE. - SEE TILE WRAPPED IN PEA // O concrete ad! tment mr s with twit
:y/ NOTE 3 ROCK AND GEOTEX71LE }" 1Tadtus-a-.q.,,�� *,,.'"" r.•" berNs Of rraaa'tar•, 9
II FABRIC 6" Cunt. CNtor ✓`
k Precast ron,^.rete ar F) T 5
o A ., - HDPN: ndp.bralmq rings.
1-__ _ _
" Precrost rithforeed concrete slob, f q ? , i•.^t trest LO �
30' MINIMUM 30' MINIMUM Loan { , §,a i9 M 71
90 /� °'"•-- Tap Of tvarret Beck oar )stow top slab d -: ' "� + yr ' ""'�n„" r` /1'' 5. k� 2 a LL LJ
✓ \, ,y. 1... • t2"-+4" to !nave not t edi r �nardera With b ,r�`! a, � � I� , rz, ' t, n t
BEDDING /� S" - G % �fi ., i * w r t�,n w j; «�
r tv "s• o yy�� • PI, r /1
MATERIAL A T kmo4s in
verw Aw a have
d \ '' �6 ; el �5 V
k !
�i�/i,. /,. i `•�• / - An Ir xih rubber
+etm•g06 c t,a've i i' ....... .,..W,_.
4" DIAMETER 4' DIAMETER
MarNe& Q ren� rxHkli7mr 908k+J,A,
APPROX. 1:1 SLOPE �I- DRAIN TILE DRAIN TILE :^•[P T}F _
WERE DEPTH BELOW °_. - "-' P'raca5t 'earcrcte smc:Aon , t�,,.:m 1'w. N w;=•'
PIPE EXCEEDS 6" �,y _... a ,,,.,.,..�..noWmedBbuPrs, Nn�rnr# I�f98F,! at + T �, rvq;�'`ir' s x Z eaudr, /Fe" a. C., Aivmlrvrvn 91ke�8 G,t v t
11
SECTION A -A �. - #1 gq� Ft �. V
PLAN - 45` BEND coNc. cuRB AND GUTTER tlip
nb ,
h7ng aureas )butt be grouted an bath t it{ �,ev h amen
-that outside cod maiden
NOTES: CATCH BASIN �✓ «, gg 1 1 L U
�*�1 Gar
ry[yq�, (.«. t_.. �'" '' ... I* �q! 3. 1;l Syr �' ,.r kRi �1 r u T ]!
1. DIMENSIONS IN TABLE ARE BASED ON A WATER PRESSURE OF 150 P.S.I. < °s I' o ock mtructorr_s arm ollowtdl I I ,. a 1r m W "] - *B
AND AN EARTH RESISTANCE OF 1 TON PER SQUARE FOOT. ll{t/yqJ, p-�
1 A MINIMUM OF 60 FEET OF DRAIN TILE SHALL BE PLACED AT ALL LOW POINT CATCHre 2. DIMENSIONS C1LARGE SHOULD BE LARGE ENOUGH TO MAKE ANGLE 0 ) j a _ j,W_ t•2 n q r$ BA n x
EQUAL TO OR LARGER THAN 45'. BASINS. I NAinFmum gt'db' tAslaF:nmse, 6" for 94° 11 �� ] " �". " '",'„°Ii� "`���N�}
3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT I « I w n> PROJECT NO: 15139
K] ♦ depth. k1LY93CJ,9P thkek tm98 t bar ✓�r A '"' eaa,w swx^w +m, tAE eik3a^:kes a, IPN(JN'g9 Wr r? at&"aJ
e mhr4* of depth
wit & n6" 1tJ � � Xh .� DRAWN BY: KAB/SJH
INTERFERING WITH M.J. BOLTS. 2) 4" PERFORATED DRAIN TILE WITH GEOTEXTILE SOCK SHALL BE PLACED IN A MINIMUM ""n �'"'P q , ° 14'---•^-""r � �-��,� � ,a� / °
4. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POUR IS AGAINST OF 12" OF FINE FILTER AGGREGATE (J' DIA. PEA ROCK). n_I f'6 mesh. � t'J�� �,/ CHECKED BY: KAM
FIRM UNDISTURBED EARTH. - -- -tau n sas
3) THE FIRST 18" AT CATCH BASIN SHALL BE SOLID WALL SCH 40 PVC. .. Na Ara+n tnclem
BUTTRESS DIMENSIONS DRAIN TILE SHALL BE PLACED BEHIND THE PROPOSED CURB LINE.
PIPE
22 1/2 Bend
45' Bend
90' Bend
SIZE
B1
D1
92
D2
83
D3
6"
1'-5"
1' 5"
1' 5"
l'-5"
2' 1"
1' 6"
8"
1' 5"
1'-5"
2'-1"
1' 6"
2' B"
2'-0"
12"
1'-10"
1'-10"
3'-4"
2'-0"
4'-9"
2'-6"
16"
3'-0"
2'-0"
3'-10"
3'-0"
6'-2"
S-6"
20"
3'-6"
2'-8"
5'-6"
3'-4"
8'-4"
4'-0"
24"
4'-0"
3'-0"
6'-10"
S-10"
9'-8"
5'-0"
GATG9 t BASIN-.`6<arr Curb R xr'n , CIVIL
I` ,I f
4) MAINTAIN POSITIVE SLOPE AWAY FROM CATCH BASIN AT ALL TIMES. DRAIN TILE � � - I P'_'i�eS:fIr3YN I "'_!PI'r �",i7rr'I�ir3 V L
SLOPE SHALL MATCH PROPOSED AT GRADE SLOPE OR 0.5 PERCENT, WHICH EVER IS MANHOLE a �
GREATER. 1P ;O r N
momk�iT# AMP (='ti^tJe Iat
5 FOR CATCH BASINS NOT LOCATED IN A CURB LINE CONTRACTOR SHALL EXTEND DRAIN ^".I.. -I b rl.OF " - T A I C
atn N•.T-ten PLATE ta: [61f N"o E.1 Ird' DEI�AR'T14EhdT j 2]5 %s a -^a D� I / \I LS
TILE IN 4 DIRECTIONS, IN THE SHAPE OF AN °X", FOR 15-FEET FROM EDGE OF CATCH .a 4 :EN`6G@NFiRNMG DEPA6tTddEINT iQ'�' q 7r v-rL u. ,;rs:; I; ;^rx. L [:>F�R.d''KfPh9ENF ti'" �)�§, SHEET
6)SNO DRAIN IN TTILE WILL BE ALLOWED WITHIN 10-FEET OF ANY WATER LINE. ...- _ ...._.._ .._..... __....___....._....__..`.-..- ..-._.__-._......._._.._.__.-. �
14
THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS
12
DRAIN
TILE FOR LOW POINT CATCH BASINS
9
CATCH BASIN MANHOLE W SUMP
6
PEDESTRIAN CURB RAMP 5-5
3
PEDESTRIAN CURB RAMP 2-5
C401
NOT TO SCALE
C401
NOT TO
SCALE
C401
NOT TO SCALE
C401
NOT TO SCALE
C401
NOT TO SCALE
C401
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TRUNK HIGHWA Y NO. &2 SI].fi
Ynr,Itur1 _
1 EXISTING CONDITIONS
50 =so
VICINITY MAP
Li;;ko RI :!Il 4,11
4,
r`
,Q
SsE,i
©COPYRIGHT GOOGLE MAPS
4
rvsls.a
5108
slab
910.8
06
\ s1o.z
=5�,3
3\ J
as,5
WATER
EXISTING DRAINAGE AREAS
IMPERVIOUS AREA
PERVIOUS
TOTAL AREA
OUTEVENT
2-YEAR
10-YEAR
YEASTORM
E
DRAINAGE AREA
(ACRES)
AREA (ACRES)
(ACRES)
(2 87 ")
(4.26")
(7.38")
(10.90")
ROUTING
1
0.00
3.40
3.40
8.15
13.75
26.27
5.31
OFF -SITE
NORTH(
2
0.00
3.78
3.78
10.04
16.89
32.16
5.96
OFF -SITE
SOUTHI
3
0.00
1.46
1.46
3.67
6.19
11.81
2.29
OFF-S17E
EAST
TOTAL
0.00
1 8.64
8.64
1 21.86
36.83
70.24
13.56
• ( 6'F�F) 6I•i� `
kWh!ol
�_•
ka►. \� �. �' �t�C�j A'�' �,. fit`'-6� �� � 'N
6 b.,
W,b
-�� _ �����i' Rcy♦ 1�1 �� ���. ,�-sip` /
00I��
s
1
.���' Aid
illy I /
/
6 1
Y
♦ >
S
• � w I , l all
Raw.
i�
I 1 `y �,.
boo
�yFARUL
gLoggi
�GG
RAW ggw.
�\ W
Z41111I MID
1.•
u /
r �
- "�_--•--•.<.�x� �. � ,3.�.,..-.Ivy. _. � _c:I�c � _.__� "',�� � , t,
I o a
•
2 PROPOSED CONDITIONS
C50i -60
PROPOSED DRAINAGE AREAS
DRAINAGE AREA
IMPERVIOUS AREA
(ACRES)
PERVIOUS
AREA (ACRES)
TOTAL AREA
(ACRES)
Q OUT (CFS) STORM EVENT
2-YEAR
(2.87")
10-YEAR
(4.26")
100-YEAR
(7.38")
SNOWMELT
(10.90")
ROUTING
1
0.08
0.55
0.63
1.79
3.28
6.78
0.89
OFF -SITE SOUTH
2
1.85
1.24
3.09
-
-
-
-
FILTRATION BASIN #1
3
0.57
0.62
1.19
-
-
-
-
FILTRATION BASIN #2
4
0.15
0.63
0.78
-
-
-
-
FILTRATION BASIN #3
5
0.42
0.50
0.92
-
-
-
-
FILTRATION BASIN #4
6
0.88
0.95
1.83
-
-
-
-
FILTRATION BASIN #5
7
0.05
0.15
0.21
0.66
1.17
2.34
0.31
OFF -SITE EAST
FILTRATION BASIN #1
-
-
-
4.98
13.91
15.77
5.00
OFF -SITE SOUTH
FILTRATION BASIN #2
-
-
-
0.10
0.62
10.56
1.80
OFF -SITE SOUTH
FILTRATION BASIN #3
-
-
-
-
-
-
-
FILTRATION BASIN #4
FILTRATION BASIN #4
-
-
-
-
-
-
-
FILTRATION BASIN #5
FILTRATION BASIN #5
-
-
-
8.66
17.45
34.62
5.39
OFF -SITE NORTH
TOTAL
4.00
4.55
8.65
1 15.19
1 36.43
70.07
1 13.39
STORMWATER
RUNOFF SUMMARY
2-YR STORM (2.87")
RUNOFIF (CFS)
10-YR STORM (4.26")
RUNOFF (CFS)
100-YR STORM (7.38")
RUNOFF (CFS)
100-YR SNOW MELT
(10.90") RUNOFF (CFS)
EXISTING SITE
21.86
36.83
70.24
13.56
PROPOSED SITE
161.19
36.43
70.07
13,39
PROJECT NARRATIVE
THE SITE IS A 8.64 ACRE PARCEL LOCATED AT THE SOUTH WEST CORNER OF THE INTERSECTION OF
HIGHWAY 101 AND 86TH STREET WEST. CURRENTLY THE SITE IS A FARM FIELD USED FOR ROW CROPS. A
MAJORITY OF THE SITE DRAINS THE CULVERTS/STORM SEWER LOCATED IN THE NORTH EAST AND SOUTH
EAST CORNERS OF THE SITE. A PORTION OF THE SITE ALSO DRAINS TO THE ADJACENT PROPERTY TO THE
EAST. ALL DRAINAGE IS VIA SHEET FLOW AND SHALLOW CONCENTRATED FLOW. NO STORM WATER
MANAGEMENT IS CURRENTLY BEING PROVIDED FOR THIS SITE.
THE PROPOSED DEVELOPMENT WILL INCLUDE. THE ADDITION OF AN APPROXIMATE 55,000 SQUARE FOOT
SENIOR HOUSING BUILDING AND 9 TOWNHOMIE BUILDINGS. PARKING, WALKING PATHS, AND SIDEWALKS WILL
BE PROVIDED TO SERVICE THE PROPOSED BUILDINGS. STORMWATER MANAGEMENT FOR THE SITE WILL BE
PROVIDED VIA 5 FILTRATION BASINS ON THE SITE, SUMP CATCH BASINS, AND GRASS SWALES. DUE TO
THE CLAY ONSITE SOILS INFILTRATION IS NOT FEASIBLE.
60' 30' 0 60' 120'
SCALE 1w = 60'
ABBREVIATIONS
BLDG
Building
BMP
Best Management Practice
BW
Bottom of Wall
CB
Catch Basin
CONIC
Concrete
ELEV
Elevation
EX
Existing
FFE
Finished Floor Elevation
HWL
High Water Level
INV
Invert
MAX
Maximum
MH
Manhole
MIN
Minimum
Minnesota Pollution Control
MPCA
Agency
National Pollutant Discharge
NPDES
Elimination System
NWL
Normal Water Level
PVC
Polyvinyl Chloride
RCP
Reinforced Concrete Pipe
TW
Top of Wall
W.O.
Washout
OWNER:
MICHAEL HOAGBERG, MANAGING MEMBER
HEADWATERS DEVELOPMENT
17550 HEMLOCK AVENUE
LAKEVILLE, MN 55044
AGENCY CONTACTS
CITY OF CHANHASSEN
ENGINEERING DEPARTMENT
7700 MARKET BLVD.
PO BOX 147
PHONE: (952) 227-1160
MINNESOTA POLLUTION CONTROL AGENCY
520 LAFAYETTE ROAD
SAINT PAUL MN 55155
PHONE: (651) 296-6300
RILEY PURGATORY BLUFF CREEK WATERSHED
DISTRICT
14500 MARTIN DRIVE SUITE 1500
EDEN PRAIRIE, MN 55344
PHONE: (952) S07-6512
POLLUTION PREVENTION
MANAGEMENT MEASURES
SOLID WASTE DISPOSED PROPERLY, COMPLY WITH
1 MPCA REQUIREMENTS.
(HAZARDOUS WASTE STORED (SECONDARY
CO
NTAINMENT, RESTRICTED ACCESS) AND DISPOSED
COMPLIANCE WITH MPCA REQUIREMENTS.
N COM UIRE Q
EXTERNAL WASHING OF TRUCKS AND OTHER
CONSTRUCTION VEHICLES MUST BE LIMITED TO A
DEFINED AREA OF THE SITE. RUNOFF MUST BE
CONTAINED AND WASTE PROPERLY DISPOSED.
NO ENGINE DEGREASING ALLOWED ON -SITE.
CONCRETE WASHOUT ON -SITE: ALL LIQUID AND
'.SOLID WASTES GENERATED BY CONCRETE WASHOUT
OPERATIONS MUST BE CONTAINED IN A
LEAK -PROOF CONTAINMENT FACILITY OR
IMPERMEABLE LINER. A COMPACTED CLAY LINER
THAT DOES NOT ALLOW LIQUIDS TO ENTER GROUND
WATER IS CONSIDERED AN IMPERMEABLE LINER. THE
LIQUID AND SOLID WASTES MUST NOT CONTACT THE
GROUND, AND THERE MUST NOT BE RUNOFF FROM
THE CONCRETE WASHOUT OPERATIONS OR AREAS.
LIQUID AND SOLID WASTES MUST BE DISPOSED OF
PROPERLY AND IN COMPLIANCE WITH MPCA
REGULATIONS. A SIGN MUST BE INSTALLED
ADJACENT TO EACH WASHOUT FACILITY TO INFORM
CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE
PROPER FACILITIES. THE CONCRETE WASHOUT AREA
INDICATED ON THE PLANS IS SHOWN IN AN
APPROXIMATE LOCATION. PRIOR TO THE START OF
CONSTRUCTION, THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION IN ACCORDANCE
WITH MPCA REQUIREMENTS.
NOTE:
THE STORM WATER POLLUTION PREVENTION PLAN
FOR THIS PROJECT INCLUDES THE CIVIL
ENGINEERING PLANS AND THE PROJECT MANUAL.
CONTRACTOR TO SUPPLY CONSTRUCTION PHASING
NARRATIVE, ESTIMATED PRELIMINARY QUANTITIES
OF ALL EROSION PREVENTION AND SEDIMENT
CONTROL BMP'S ANTICIPATED AT THE START OF
THE PROJECT AND FOR THE LIFE OF THE
PROJECT, AND LOCATION OF AREAS WHERE
CONSTRUCTION WILL BE PHASED TO MINIMIZE
DURATION OF EXPOSED SOIL AREAS.
CONTRACTOR IS TO REVIEW MINNESOTA POLLUTION
CONTROL AGENCY'S INSTRUCTIONS FOR THE
APPLICATION FOR MINNESOTA'S NPDES/SDS
GENERAL STORMWATER PERMIT FOR CONSTRUCTION
ACTIVITY PRIOR TO SUBMITTING APPLICATION.
INSPECTIONS
EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND
WITHIN 24 HOURS FOLLOWING A 1/2 !INCH OVER
24 HOURS RAIN EVENT.
STABILIZED AREAS: ONCE EVERY 30 DAYS.
FROZEN GROUND: AS SOON AS RUNOFF OCCURS
OR PRIOR TO RESUMING CONSTRUCTION.
RECORDS: A COPY OF THE GRADING, DRAINAGE
EROSION CONTROL PLAN AND WATERSHED DATA &
SWPPP PLANS AS WELL AS THE
INSPECTIONS/MAINTENANCE LOGS ARE TO BE
KEPT EITHER IN THE FIELD OFFICE, INSPECTOR'S
VEHICLE OR CONTRACTOR'S VEHICLE.
NOTE:
THE CONTRACTOR MUST COMPLETE, SIGN, OBTAIN
OWNERS SIGNATURE, PAY FEE, AND SEND IN THE
NPDES PERMIT APPLICATION.
OTHER NOTES:
1. LONG TERM MAINTENANCE OF THE SITE WILL
BE PERFORMED BY THE OWNER. INCLUDED
MAINTENANCE FOR STORMWATER DEVISES
SHALL BE:
1.1. INSPECT SUMP CATCH BASINS ON A
BIANNUAL BASIS, ONCE IN THE SPRING
AND ONCE IN THE FALL
1.2. CLEAN SUMP CATCH BASINS OF SEDIMENT
AND DEBRIS ANNUALLY OR WHEN
SEDIMENTS FILL 3 OF THE STORAGE
VOLUME.
1.3. INSPECT FILTRATION BASINS ON A
BIANNUAL BASIS, ONCE IN THE SPRING
AND ONCE IN THE FALL.
1.4. ENSURE FILTRATION BASINS ARE
FUNCTIONING AS DESIGNED.
2. THIS SWPPP DOCUMENT HAS BEEN PREPARED
BY BKBM ENGINEERS. A COPY OF THEIR
EROSION
N AND SEDIMENT CONTROL PROGRAM
CERTIFICATION IS AVAILABLE UPON REQUEST.
3. THIS SWPPP DOCUMENT MUST BE AMENDED AS
NECESSARY DURING CONSTRUCTION IN ORDER
TO KEEP IT CURRENT WITH THE POLLUTANT
CONTROL MEASURES UTILIZED AS THE SITE.
THE SITE MAP SHOWING LOCATIONS OF ALL
STORM WATER CONTROLS MUST BE POSTED ON
THE SITE AND UPDATED TO REFLECT THE
PROGRESS OF CONSTRUCTION.
CONSTRUCTION ACTIVITY EROSION
PREVENTION PRACTICES
PROVIDE TEMPORARY PROTECTION OR PERMANENT
CO
VER FOR EXPOSED SOIL AREAS WITH A
CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF
A SURFACE WATER, CURB AND GUTTER, CATCH
BASIN, OR ANY STORM WATER CONVEYANCE
SYSTEM CONNECTED TO ANY OF THE ABOVE
WITHIN THE FOLLOWING TIME FRAME:
THE TIME AN AREA CAN REMAIN OPEN WHEN NOT
ACTIVELY BEING WORKED ON:
SLOPES STEEPER THAN 3:1 - 7 DAYS
SLOPES 10:1 TO 3:1 - 14 DAYS
SLOPES FLATTER THAN 10:1 - 14 DAYS
DITCHES THAT CONNECT TO A SURFACE WATER
MUST BE STABILIZED WITHIN 200-FEET FROM THE
EDGE OF PROPERTY OR WITHIN 200-FEET TO ANY
SURFACE WATER WITHIN 24-HOURS.
PIPE OUTLETS MUST BE PROVIDED WITH
TEMPORARY OR PERMANENT ENERGY DISSIPATION
WITHIN 24-HOURS AFTER CONNECTION TO A
SURFACE WATER.
SEDIMENT CONTROL MEASURES MUST BE INSTALLED
ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY
UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN.
SEDIMENT AND EROSION CONTROL
MAINTENANCE
PERIMETER SEDIMENT CONTROL PRACTICES:
WHEN SEDIMENT REACHES 113 THE HEIGHT OF
THE BMP, THE SEDIMENT MUST BE REMOVED
WITHIN 24 HOURS. IF PERIMETER SEDIMENT
CONTROL HAS BEEN DAMAGED OR IS NOT
FUNCTIONING PROPERLY, IT MUST BE REPAIRED
AND/OR REPLACED WITHIN 24 HOURS. PERIMETER
BMP MEASURES MAY INCLUDE SILT FENCING.
CONSTRUCTION SITE VEHICLE EXIT LOCATIONS:
ALL TRACKED SEDIMENT ONTO PAVED SURFACES
MUST BE REMOVED WITHIN 24 HOURS OF
DISCOVERY OR MORE FREQUENTLY IF REQUIRED
BY CITY OR WATERSHED.
CONSTRUCTION SITE DEWATERING: SITE WATER
DISCHARGE DUE TO CONSTRUCTION DEWATERING
OPERATIONS SHALL BE MONITORED FOR
SEDIMENTATION AND TREATED PRIOR TO
DISCHARGE TO PUBLIC STORM SEWERS.
TREATMENT OF DEWATERING DISCHARGE MAY BE
ACCOMPLISHED BY TEMPORARY SEDIMENTATION
BASINS OR OTHER APPROPRIATE BMPS.
FINAL STABILIZATION
STABILIZATION BY UNIFORM PERENNIAL
VEGETATIVE COVER (70% DENSITY)
DRAINAGE DITCHES STABILIZED.
ALL TEMPORARY SYNTHETIC AND STRUCTURAL
BMP`S REMOVED.
CLEAN OUT SEDIMENT FROM CONVEYANCES AND
SEDIMENTATION BASINS (RETURN TO DESIGN
CAPACITY).
GRADING & SOILS
BASED ON SOIL BORING PROVIDED BY BRAUN
INTERTEC: THE FOLLOWING SOILS ARE ANTICIPATED
TO BE ONSITE AT THE DEPTH SPECIFIED BELOW
GRADE:
TRACE-18 INCHES - TOPSOIL
0-7 FEET - ORGANIC CLAY (ORGANIC DEPOSITS)
0-4 FEET - SANDY LEAN CLAY (FILL)
X>7 FEET - SANDY LEAN CLAY & CLAYED SAND
(GLACIAL DEPOSITS)
REFER TO THE GEOTECHNICAL REPORT FOR
ADDITIONAL INFORMATION.
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DRAWN BY: M.Z.
CHECKED BY: E.R.
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FENCE DETAILS
PROJECT NO: 14-040
DRAWN BY: M.Z.
CHECKED BY: E.R.
Al *2
TRUNK HIGHWAY NO. 312
MISSICN HILLS SENiCR LIVING SITE FLAN
SCALE, I" - 4Z'-0"
NORTH
PLANTING SFECIFICATICNS-
1, PLANTING BED PREPARATiCN� ALL MASS PLANTING BEDS SHALL BE TILLED TO A
MINIMUM DEPTH OF IO", AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION,
2, BACKFILL SCIL� USE SOIL EXCAVATED FROM PLANTING HOLES AND PRCVIDE
AMENDMENTS, REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER.
3, FERTILIZATION; ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION
WITH DRIED BONE MEAL OR CTHER SPECIFIED FERTILIZER MIXED IN WITH THE
PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTICNIS, UNLESS NCTED OTHERWISE,
4, MULCH MATERIAL: ALL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWCCD MULCH
WITH NC FIBER MAT WEED BARRIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 4"
DEEP SHREDDED HARDWCOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK,
5, TREE STAKING: IT SHALL BE THE CCNTRACTCR'S RESPCrISiBILITY TO STAKE AND/CR GUY
THE TREES ACCORDING TC THE DETAILS, IT IS THE CCNTRACTCR'S RE6PCNSI5ILiTY TO
TAKE EVERY STEP NECESSARY TC MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND
PLUMB CCNDITICNI AT ALL TIMES UNTIL THE END CF THE PLANT GUARANTEE PERIOD
ESPECIALLY WHERE VANDALISM, SCIL OR WIND CCNDITiCNS ARE A PRC'BLEM,
6, TREE WRAPPINGr WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPRCCF
CREPE PAPER MANUFACTURED FOR THIS PURPOSE, WRAP ALL DECIDUOUS TREES
PLANTED N THE FALL PRICK TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1,
7, RODENT PRCTECTiCW PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED,
S. PLANTING PLAN ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHCWN ON THE
PLANS, PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES
EXIST, SPECIFICATIONS TAKE PRECEDENCE OVER NOTES, RESPECT STATED DIMENSIONS, DO
NCT SCALE DRAWINGS,
S. ALL PLANT MATERIAL SHALL BE THCRCUGHLY WATERED TWICE DURING THE FIRST 24-HCUR
PERIOD AFTER INSTALLATION, ALL PLANTING SHALL BE THEN WATERED WEEKLY, OR MORE IF
NECESSARY, DURING THE FIRST GRC-WING SEASON.
PLANTING NCTES n
1, NC PLANTING TO BE INSTALLED UNTIL GRADING AND CCNSTRUCTiCN HAS BEEN
COMPLETED IN THE IMMEDIATE AREA,
2, ALL PLANT MATERIAL LCCATICNS MUST BE REVIEWED AND APPROVED BY THE
LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING,
3, IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTICNS,
SOIL CONDITIONS, OR ANY OTHER SITE CCNDITICN WHICH MIGHT NEGATIVELY AFFECT PLANT
MATERIAL ESTABLISHMENT, SURVIVAL, CR GUARANTEE, THEY SHALL BRING THESE
DEFICIENCIES TO THE ATTENTION 0- THE LANDSCAPE ARCHITECT PRIOR TO INSTALL,
4, ADJUSTMENTS IN LCCATICN CF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD,
SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NCTIFIED,
5. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS,
6, ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE
CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH
SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE,
7, WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SCD/ SEED SHALL BE
HELD 1" BELOW SURFACE ELEVATIOTJ OF TRAIL, SLAB, CURB, ETC,
S, SCD SHALL BE LAID PARALLEL TO THE CCNTCURS AND SHALL HAVE STAGGERED
JCiN1TS, ON SLCPES STEEPER THAN 3: 1 CR IN DRAINAGE SWALES, THE SCD SHALL BE
STAKED TO THE GROUND
9, SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED
TC RECEIVE SOD.
I C, REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO CCST TO THE BIER,
LANDSCAFE PLAN CSENEizAL NCTES =
i , LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LCCATICNS CN PROPERTY WITH THE
GENERAL CONTRACTOR AND BY CALLING GOPHER STATE CNE (651) 454-00O2 PRIOR
TO STAKING PLANT LCCATICNS,
2, CCCRDiNATE THE PHASES OF CCNSTRUCTiCN AND PLANTING INSTALLATIONS WITH OTHER
CCNTRACTCRS WORKING CN SITE,
3, WHERE EXISTING TREES AND/CR SIGNIFICANT SHRUB MASSINGS ARE FOUND ON SITE, WHETHER
SHOWN ON THE DRAWING CR NOT, THEY SHALL BE PRCTECTED AND SAVED UNLESS NOTED TO
BE REMOVED AND/CR ARE IN AN AREA TC BE GRADED, ANY QUESTION REGARDING
WHETHER PLANT MATERIAL SHOULD REMAIN CR NOT SHALL BE BRCUGHT TO THE ATTENTION
OF THE LANDSCAPE ARCHITECT PRICK TO REMOVAL,
4, ALL EXISTING TREES TC REMAIN TC BE FERTILIZED AND PRUNED TO REMOVE DEAD
WCCD AND DAMAGED OR RUBBING BRANCHES,
5, BB TREES AND SHRUBS ARE BALLED AND BURLAPED,
6, NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF
THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION
CF A BID AND/CR QUCTATICN,
7, ALL PLANT MATERIAL SHALL CCMPLY WITH THE LATEST EDiTICK CF THE AMERICAN
STANDARD FCR NURSERY STCCCK, AMERICAN ASSOCIATION OF NURSERYMEN.
8, CONTRACTOR IS RESPONSIBLE FOR CN-GOING MAINTENANCE OF ALL NEWLY INSTALLED
MATERIALS UNTIL TiME CF OWNER ACCEPTANCE, ANY ACTS OF VANDALISM OR DAMAGE
WHICH MAY OCCUR PRICR TO OWNER ACCEPTANCE SHALL BE THE RESPCN5151LITY CF
THE CCNTRACTCR,
9, CCNTRACTCR SHALL PICVIDE A WRITTEN REQUEST FCR THE CU,NER ACCEPTANCE iNSPECTICN,
10. WARRANTY FCR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY
THE LANDSCAPE ARCHITECT AFTER THE CCMPLETICN OF PLANTING CF ALL LANDSCAPE
MATERIALS, NC PARTIAL ACCEPTANCE WILL BE CONSIDERED
11, C/CtJTRACTCR SHALL GUARANTEE NEW PLANT MATERIAL THRCUGH TWO CALENDAR YEARS
FRCM THE DATE OF CWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PRCVIDED AT NO
ADDITIONAL COST TO THE OWNER. LANDSCAPER TO POST BOND.
12, PRCVIDE PARK GRADE TREES,
13. ALL AREAS WITHIN PRCJECT LIMITS SHALL BE LANDSCAPED
WHETHER OR NCT NOTED CN LANDSCAPE PLAN,
14, A LANDSCAPING INSPECTION FEE SHALL BE PAID TO THE CITY AT THE TIME A BUILDING
OR OTHER PERMIT IS ISSUED FOR W°"RK TO BE DONE CN THE SAME PRCPERTY AS THE
LANDSCAPING WCRiK, AND AS A CCNDITICN TO THE ISSUANCE CF THE PERMIT,
15, THE CONTRACTCR SHALL CONTACT ALL PUBLIC UTILITIES FOR LCCATICNIS OF ALL
UNDERGROUND WIRES, CABLES, CCNDUiTS, PIPES, MANHOLES, VALVES, OR CT14ER BURIED
STRUCTURES BEFORE DIGGING, HE SHALL REPAIR CR REPLACE THE ABOVE WHEN DAMAGED,
iRRiGATICN NCTES m
1, LANDSCAPE CCNTRACTCR SHALL BE RESPCNSIBLE FOR PROVIDING A SHOP DRAWING
ILLUSTRATING AN IRRIGATION PLAN AND SPECiFICATCI AS PART OF THE SCCPE OF WORK
WHEN BIDDING, THESE SHALL BE REVIEWED BY THE OWNER PRIOR TC ORDERING,
2, VERIFY EXISTING/PRCPCSED IRIIGATICN SYSTEM LCCATICN,
3, UNLESS OTHERWISE NOTED, ALL SOD AND PLANTING AREAS INDICATED CN PLAN SHALL BE
100%%% IRRIGATED, THE iRRIGATICN SHALL INCLUDE THE PUBLIC RIGHT-CF-WAY BETWEEN
PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS ARE PRCPCSED,
4, IT SHALL BE THE LANDSCAPE CCNITRACTCR'S RESPONSIBILITY TC INSURE THAT ALL
SCD AND PRCPCSED LANDSCAPE PLANTINGS ARE IRRIGATED PROPERLY, INCLUDING
THCSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FCUNDATICN,
5, THE LANDSCAPE CCNTRACTCR SHALL PROVIDE THE CUNER WITH A WATERING/LAWN
IRRIGATION SCHEDULE APPRCPRiATE TC THE PROJECT SITE CCNDITiCNS AND TO PLANT
MATERIAL GRCWTH REQUIREMENTS,
PLAN ib QUANTITY
SYMBOL FfG -GCDE
PLANT SCHEDULE
DECIDUOUS TREES
SYM,
0Y,
SITE
RCCT
MATURE SIZE
CCMIMCN NAME
LATIN NAME
REMARKS
O26
2,5" CAL,
BBB
W'H x 25'W
Autumn Spire Maple
Acer Rubrum 'Autumn Spire'
STRAIGHT LEADER
r
I0
25" CAL,
BBB
40' H x WW
Common Hackberrg
Celtis Cocidentalie
STRAIGHT LEADER
52
2,5" CAL,
BBB
45' H x 35' W
River Birch
Betula Lenta
STRAIGHT LEADER
® It 25" CAL, BBB 5V H x 4V W Swamp White Cak j Quercus Bleolor STRAIGHT LEADER
CONIFEROUS TREES
CODE SYM,
CTY,
SIZE
RCCT
MATURE SIZE
C^MMCN NAME
LATIN NAME
REMARKS
BHS Q
38
6' HT.
BBB
35' H x 2C W
51ad: Hills Spruce
Picea Glauca Densata
STRAIGHT LEADER
PP 18 6' HT, BBB 75' H x 25' W Ponderosa Pine Pima Ponderosa STRAIGHT LEADER
ORNAMENTAL TREES
GCDE
SYK
QTY,
SIZE
RCCT
MATURE SIZE
CCMMCN NAME
LATIN NAME
REMARKS
AB
0
12
1.5" CAL,
BBB
35' H x 20' W
Autumn Briiiance
Ameianchier Grandiflora
STRAIGHT LEADER
FFC
O
16
1,5" CAL,
BBB
20' H x 2V W
Prairlenre Flowing Gab
Males 'Prairlefire'
STRAIGHT LEADER
DECIDUOUS SHRUBS
CODE
SYK
QTY,
SIZE
RCCT
SIZE
C4MMCN NAME
LATIN NAME
REMARKS
WC
44
24" HT
PCT
5114 x 5' W
Glossy Black ChokeberN
Aroma Meianoca a
HS
0
26
24" HT
PCT
V H x 4' W
Hummingbird Summereweet
CletFra Ainirolla 'Hummingbird
GD
Q
158
36" HT
PCT
6' H x V W
Graq Dogwood
Comes Racemosa
CBB
@
IS
36" HT
PCT
5' H x 5' W
Cmpact Burning Bush
Euorgmus Alatus 'Compactus'
R5W
IS
38
IS" AT
PCT
2,5' H x 4' W
Red Spite Winterberry
Ilex Verticillata Nana'
GS
®
76
18" HT
PCT
25H x *W
Goldflame SpIrea
Splraea X Bumbaida 'Goldflame'
-
PPL
O
6
IS" HT
PCT
3' H x VW
Prairie Petite Lilac
Syringa Vulgarle 'Prairie Petite'
-
AC
®
78
18" HT
PCT
6' H x 5' W
Alpine Currant
Ribes Alpirum
EVERGREEN SHRUBS
CCDE
SYK
QTY,
SIZE
RCCT
SIZE
CCMMCN NAME
LATIN NAME
REMARKS
TA
#
IW
24" HT
PCT
T H x 4' W
TedN Arborvitae
T6uJa Cccidentails 'Tec*n '
-
55J
Q
102
24" HT
PCT
25 H x 4' W
Blues Star JzIper
Juniperue Squamata 'Blue Star'
-
HJ
0
t
24" HT
PCT
I' H x 4' W
Hughes Juniper
Juniperus Florizontalle 'Hkighes'
-
JSY
®
7Z
24" HT
PCT
1 2' H x V W
Japanese Spreading Yew
1 Taxes Cuspidate
PERENNIALS
CODE
SYM,
QTY,
SIZE
RCCT
SITE
CCMWN NAME
LATIN NAME
REMARKS
KF
37O
I GAL
PCT
2' H x 2' W
Feather Reed Grass
Calamagrostle X AcutRFlora
'Karl Foerster'
YD
154
I GAL
PCT
T H x I' W
Yellow 1)4y111y
Hemerocallls
GROUND COVER
SYMBOL DESCRIPTION REMARKS
W y _
RAINGARDEN
SEE NCTE 03
NC-MOIU PRAIRIE GIR 6
SEE NOTE #4
SOD AREA
SEE NCTE 01
BUFF LANDSCAPE RCCK
MVRETE SIDEWALKS
SEE NCTE #2
BITUMOCUS WALKWAYS
C,-NCIRETE PATICS
REMARKS
l , ALL SCDDED AREAS TC BE IRRIGATED (IRRIGATICN PLAN SHALL BE SUBMITTED TO CWNER AND ARCHITECT FOR REVIEW)
2, BUFF 3" RCCK MULCH CVER LANDSCAPE FABRIC (16" MIN, WIDTH ARCUND BUILDING), PRCViDE BLACK PLASTIC EDGING
BETWEEN RCCK B SOD (TYP,) RCCK MULCH SPEC. "RIVER ROCK"
3, SEE 'RAIN GARDEN PLANTING PRCFiLE' CHART BELOW FOR THE RAIN GARDEN SEED AND PLANT MIX,
4, SEE '64CRT GRASS PRAIRIE SEED MIX' CHART BELCW FOR THE INC-MCW)' PRAIRIE GRASSES SEED MIX,
QUANTITY
PLAN Q)-
SYMBOL GCDE
SEED MIXTURES
RAIN GARDEN PLANTING PROFILE
A, I
RAIN GARDEN EDGES AND SLCPES
#
1
2
3
NAME
SCIENTIFIC NAME
ASCLEPIAS TUBERCSA
DALEA PURPUREUM
CALAMCGRCSTi5 'KARL FCERSTER'
BUTTERFLY FLCUJER
PURPLE PRAIRIE CLCVER
FEATHER REED GRASS
4 PURPLE CCNEFLCUIER ECHiNACEA PURPUREA
5 BLACK-EYED SUSAN RUDBECKIA FULGIDA 'GCLDSTRUM'
6 CBEDIENT PLANT PHYSCSTEGIA VIRGINIANUM
B,
RAIN GARDEN BCTTCMS
# INAME SCIENTIFIC NAME
I JCE-PYE WEE EUPATCRIUM MACULATUM
2 CARDINAL FLCUIER LCBELIA CARDINALIS
3 PINK TURTLEHEAD CHELCNE SPP,
4 ViRSINIA BLUEBELLS MERTENSIA VIRGINIANA
5 SWITCHGRASB ' HEAVY METAL' PANICUM VIRGATUM 'HEAVY METAL'
C,
I NCTES
NCNE.
NO -MOW PRAIRIE GRASSES SEED PROFILE
A,
FCRBS (25%)
#
1
2
3
4
5
6
7
8
S
10
11
INAME
PERCENT
2,5096
1,00%
3.009.
6>50%
2.509s
2,50%
I,0090
1,25%
2,5056
1,2591.
1,00%
BUTTERFLY WEED
SKY BLUE ASTER
WHITE UIILD INDIGO
PALE PURPLE CCNEFLCUIER
RATTLESNAKE MASTER
WILD QUININE
FCXGLCVE BEARDTCNGUE
WHITE PRAIRIE CLCVER
PURPLE PRAIRIE CLCVER
BLACK-EYED SUSAN
HCARY VERVAIN
B.
GRASSES (759.)
# NAME PERCENT
I LITTLE BLUESTEM 31,25%
2 SIDECoATS DRAMA 30,009-
3 PRAIRIE BRCME 6,75910
C,
NOTES
1, FINAL MIX MAY VARY DEPENDING ON SEED AVAILABILITY, FINAL
MIX, INCLUDING COVER CICP AND INERT SEED CARRIER IS TO BE
DETERMINED BY A PRAIRIE SEED SPECIALIST AND APPRCVED BY
THE ENGINEER.
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ctva
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• LANDSCAPE PLAN
• INSTALLATION
DETAILS
• PLANT SCHEDULE
PROJECT NO: 14-040
DRAWN BY: M.Z.
CHECKED BY: E.R.
Al *3
SHRUB
15" MIN.
'!llll-lll = Illii
r 111111—_
NOTES
THE HCLE FCR PLANTING MUST BE AT LEAST
CNE AND A HALF TIMES THE WIDTH CF THE RCCT BALL
ALL SHRUBS TC BE PLANTED WITH THE RCCT CCLLAR
LEVEL CR SLIGHTLY A$CVE GRADE.
CCNIE-ERCUS TREE
NCTES�
THE HCLE FCR PLANTING MUST BE AT LEAST
CNE AND A HALF TIMES THE WIDTH Cr THE RCCT BALL
ALL TREES TC BE PLANTED WITH THE RCCT CCLLAR
LEVEL CR SLIGHTLY ABCVE GRADE.
NCTES:
THE HCLE FCR PLANTING MUST BE AT LEAST
CNE AND A HALF TIMES THE WIDTH CF THE RCCT BALL
ALL TREES TC BE PLANTED WITH THE RCCT CCLLAR
LEVEL CR SLIGHTLY ABCVE GRADE.
SHRUBS TC SIT CN SUBGRADE
MULCH - 3" DEEP SHREDDED BARK
(UNLESS NCTED CTHERWISE)
FABRIC LANDSCAPE BR - SEE SPEC,
PLANTING SCIL - SEE SPEC,
REFER TC PLAN FCR GROUND
CCVER
SUBGRADE
CENTERING CF SHRUB IN BED
TC TAKE PRECEDENCE CVER
DIMENSICN FRCM EDGE,
NCTES�
HAND LCCSEN RCCTS CF
CCNTAINERIZED MATERIAL (TYP,)
SCARIFY BCTTCM AND SIDES CF
HCLE PRICK TC PLANTING
PLACE RCCT CCLLAR AT CR JUST
ABCVE FINISHED GRADE
DCUBLE STRAND 14 GA, WIRE -
3' r7e 120` INTERVALS (TYP-)
16"PCLYPRCPYLENE CR
POLYETHYLENE (40 MIL, 1-1/2"
WIDE STRAP TYP.)
W-C" STEEL STAKE
FLAGGING - CNE PER WIRE
RCCTBALL TC SIT CN SUBGRADE
MULCH - 4" DEEP SHREDDED BARK
UNLESS NCTED CTHERWISE)
PLANTING SCIL - SEE SPEC,
TCPSCIL
SUBGRADE
2" X 2" X 24" WCCD STAKE SET
AT ANGLE
SCD
NCTES
TWC ALTERNATE METHODS CF
TREE STAKING ARE ILLUSTRATED,
IT IS THE CCNTRACTCR'S CPTICN
TC STAKE TREES- HCWEVER, THE
CCNTRAC'TCR IS RESPCNS15LE FAR
MAINTAINING TREES IN A PLUMB
PCSITICN THRCUGHCUT THE
GUARANTEE PERICD,
SCARIFY BCTTCM AND SIDES CF HCLE
PRIOR TC PLANTING,
PLACE RCCT CCLLAR AT CR JUST
ABCVE FINISHED GRADE
�IDUCU5 TREE
-E STRAND 14 GAe WIRE
'0` INTERVALS (TYP,)
9LYPRCPYLENE CR
ETHYLENE (40 MIL, 1-1/2"
STRAP TYP. )
URAP TC FIRST BRANCH
ING - CNE PER WIRE
SALL TC SIT CN SUBGRADE
- 4" DEEP SHREDDED BARK
6 NCTED CTHERWISE)
ING SCIL - SEE SPEC,
'IL
!ADE
'X 24" WCCD STAKE SET
aLE
-TERNATE METHCDS CF
STAKING ARE ILLUSTRATED
-IE CCNTRACTCR'S CPTICN
aKE TREES: HOWEVER, THE
:ACTOR IS RESPCNSIBLE FCR
MAINTAINING TREES IN A PLUMB
PCSITICN THRCUGHCUT THE
GUARANTEE PERICD,
SCARIFY BCTTCM AND SIDES CF
HCLE PRIOR TC PLANTING
PLACE RCCT CCLLAR AT CR JUST
ABCVE FINISHED GRADE
w W w
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TYPICAL TCWM4CME VILLA LANDSCAPE PLAN
SCALE, 1/8" . 1'-0"
$b
PRAIRIE GRASSES -
SEE LANDSCAPE
SCHEDULES CN LLI
FCR PLANTING TYPES
DMIN 'fW ELEVATI N
SEE CIVIL
TCPCGRAPHY
FCR SLCPES
+ + + + + + h + + + + + + + +
+ + + + + + + + + + + + + + +
VIMN TIREATMU ELEVAT"
RAIN GARDEN PLUGS
Offitv-
+ ++++++++++++++ + e IoJ \ �p�11 i "\ +++ +++++t+++
/I. /. ++++ + + +++++++++++++++++ + #++ + # + + # #+++++#++++++++++t+ + + + + + + ++t+ //. /��./ /v//A///.
SCIL TYPE A �� � \\/j\/j\j/\j/\/j\/j\j/�\��/��//��//��//���//��// //��//��//��//j /r //j /j //% �\ / TCF SCILSCiLe F
,
(oll CF
LTRATICN
I 6 SAND STMx C33 � ////�A//�A//�A//�A��A//�A//�A//�A��A//�A//�A//�A//�A//�A//�A/��A//�A/ ///�A//�A//�A//�A// /// / SOIL B
20-%TW' CF SAND
2Z-30% CCMPCST
SCIL TYPE B SCIL C - UNCCMPACTED SU5GRADE
18 INCHES CF SAND, STM - C33 NOTE; NCTE GECTEXTILE FILTER FABRIC
CCCRDNATE RAIN GARDEN FOR RAIN GARDEN SEED MN/DCT 3733 TYPE I (TYP,)
SCIL TYPE C CCNSTRUCTICN DETAILS WITH MIXTURE SEE TABLES CN
UNCCMPACTED SUBGRADE CIVIL DRAWING 2/C2,0. LANDSCAPE SHEET LLL
ENLARGED SECTION Cf TYPICAL RAIN GARDEN LAYOUT AND CCNSTRUCTICN
ENLARGED LANDSCAPE PLAN AT MEMCRY CARE GARDEN AND DINING RCCM FORMAL GARDENS
Y
m
N
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• PLANTING PROFILES
• RAIN GARDEN
DIAGRAM
• ENLARGED PLANTING
BED PLANS
PROJECT NO: 14-040
DRAWN BY: M.Z.
CHECKED BY: E.R.
SCALE' 1 /S" • I
TYPICAL
BAY �5
24'-@°
i@ it 12 13 14 15 16 17 S 9
4 5TORIES TALL 51NGLE STORY
364` @" 271-611
T T
MAIN ENTRYABLE
DORMER MAIN ROOF
1 - - -,47 8:12
W/ 8 12 ROOF PITCN ARCHITECTURAL SHINGLES DUTCH GABLE END
ROOF PITIUH AT �:12 ROOF PITCH BUMP OUTS
i.,lu�.rlI.'ls."° Lgnl: 111i
lili: l i I iInrIIltlt,t.11_lGI.l L r,�i?114IiI, ',,{l1,Ii�I1iiiI 1i,:?;I,ii.
P,,•�
HORIZONTAL r r BOARDS,t,I,11b♦ -
,qI..r(ISInlninl
-• • •1•- AND
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1
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r
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I�,tr�l
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a
MAIN ENTRY GABLE—
W1 8:12 ROOF PITCH
HALF _OF_MAIN ROOF PITCH �___._.._..._.__...-_-._.............. _._.........................
MAIN ROOF HIP AND
DITCH GABLE END
HANGING DECKS
AND RAILINGS
CANOPY ROOF
ARCHITECTURAL SHINGLES HORIZONTAL SIDING
AT 6-i2 ROOF PITCH AND EDGE BOARDS
AT BUMP OUTS
T.O. CANOPY
EL. 1211- 6"
ROCKFACE M�
ATEXPO5ED
LEVEL WALLS
SENIOR LIVING BUILDING SOUTHWEST ELEVATIO
BUMP OUTS
ARCHITECTURAL SHINGLES
AT 4=12 ROOF PITCH
r6 HALF OF ROOF PITCI
Y EL. 140'- 1 1/2r'
SOFFIT 5RACKET5 —�
MANUFACTURED
WOOD SIDING
PANEL5 i5ATTEN5
HANGING DECKS —�
AND RAILINGS
/i T.O. MC PARAPET
IJ EL. 114'- 0'
ROCKFACE
MASONRY BASE--
W/ PRECAST SILL
I I
DUTCH GABLE END
I
4 5TORIE6 TALL
64`-f0°
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240 -011
, I
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_ ELEVATOR PE HOUSE
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IIlIi' L'�VICE'LOADING�BAYEAD DOOR
I —DOOR Ov (
N - PARKING GARAGE AND SERVICE ENTRANCES
MAIN ROOF
ARCHITECTURAL SHINGLES
AT 6 12 ROOF PITCH
i i !
SENIOR LIVING BUILDING NORTHEAST ELEVATION
TYPICAL BAY
n
24 -@4 TYPICAL DORMER
AT 8:112 ROOF PITCH
3 STORIE5/JTALL
2401-011
i
BUMP OUTS
ARCHITECTURAL SHINGLES
AT 4: 12 ROOF PITCH
ELEVATOR PENTHOUSE
ARCHITECTURAL SHINGLES
AT 4k 12 ROOF PITCH
TYPICAL BAY
C B
4 STORIES TALL
! 64'-O" --
MAIN ROOF
(%--ARCHITECTURAL 5NINGLE5
AT 6:12 ROOF PITCN
I
!a,a,�anuuatuw+un'>}�run}u�a�usu I
—60FFIT BRACKETS
MAANUFACTURED
—WOOp SiDING
PANELS $ BATTENE
HANGING DECKS
AND RAILiNG5
T.O. MIC PARAPET AiI
EL. 114'- 01' '�,v
ROCKFACE
MA50NRY BASE
WJ P.RECA6T SiLL
I FFE.
S I ,
F'"RK NCY t F L'.-I„�i
0
MAIN ENTRY GABLE
W/ 8 12 ROOF PITCH
d HALF OF MAIN ROOF PITCH
MAIN ROOF NIP AND EL. 151"- 7 I"
IlT DUTCH GABLE END
HANGING DECKS
AND RAILINGS
r CANOPY ROOF
HORIZONTAL SIDING ARCHITECTURAL 5HINGLE5
AND EDGE BOARDS AT 6 : 12 ROOF PITCH
AT BUMP OUTS
TC�:ICANOPY mf�
EL. 121'- 6"
TIMBER 5CI55OR
TRUSSES CANOPY11
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