HomeMy WebLinkAbout07 Pages 1-22 from 21654 - Springs at Lake Elmo (Engineering Plans)Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
7/26/201950475
Eric T. Luth
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
Jul 26, 2019 - 12:21pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C1-TITLE.dwg
C1.01
TITLE SHEET
GEOTECHNICAL
PROFESSIONAL SERVICE INDUSTRIES, INC.
2915 WATERS ROAD, SUITE 112
EAGAN, MN 55121
TEL 651-646-8148
CONTACT: JOSEPH ROZMIAREK
DEVELOPER/OWNER
CONTINENTAL 483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
TEL 262-653-9352
CONTACT: GWYN WHEELER
ARCHITECT
KHALER SLATER
111 W WISCONSIN AVE
MILWAUKEE, WI 53203
TEL 414-373-2000
FAX 414-272-2001
CONTACT: DENNIS POHLMAN
ELECTRIC COMPANY - XCEL ENERGY
825 RICE STREET 1ST FLOOR
ST. PAUL, MN 55117
651-229-5535
CONTACT: JESSE KUHLMAN
UTILITY LOCATION
MINNESOTA
GOPHER STATE ONE CALL
(800) 252-1166
CENTURY LINK
425 MONROE STREET
ANOKA, MN 55303
651-312-5662
CONTACT: LUCAS PELUSO
COMCAST
4255 LEXINGTON AVE ST 100
ARDEN HILLS, MN 55126
651-564-2513
CONTACT: BRAD GREENWALDT
FIRE
3510 LAVERNE AVE NORTH
LAKE ELMO, MN 55042
651-770-5006
CONTACT: GREG MALMQUIST
CIVIL ENGINEER
SAMBATEK
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
FAX 763-476-8532
CONTACT: ERIC LUTH, PE
LANDSCAPE ARCHITECT
SAMBATEK
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
FAX 763-476-8532
CONTACT: WILLIAM DELANEY, PLA
SURVEYOR
SAMBATEK
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
FAX 763-476-8532
CONTACT: CRAIG JOHNSON, LS
SHEET INDEX
SHEET DESCRIPTION
C1.01 TITLE SHEET
C2.01 ALTA SURVEY
C2.02 FINAL PLAT (1 OF 2)
C2.03 FINAL PLAT (2 OF 2)
C2.04 EXISTING CONDITIONS
C2.05 DEMOLITION PLAN
C2.06 OVERALL DEVELOPMENT PLAN
C3.00 OVERALL SITE PLAN
C3.01 SITE PLAN NORTH WEST
C3.02 SITE PLAN SOUTH WEST
C3.03 SITE PLAN NORTH CENTRAL
C3.04 SITE PLAN SOUTH CENTRAL
C3.05 SITE PLAN NORTH EAST
C3.06 SITE PLAN SOUTH EAST
C3.07 ADA OVERALL
C3.08 ADA NORTH WEST
C3.09 ADA SOUTH WEST
C3.10 ADA NORTH CENTRAL
C3.11 ADA SOUTH CENTRAL
C3.12 ADA NORTH EAST
C3.13 ADA SOUTH EAST
C4.00 OVERALL GRADING PLAN
C4.01 GRADING PLAN NORTH WEST
C4.02 GRADING PLAN SOUTH WEST
C4.03 GRADING PLAN NORTH CENTRAL
C4.04 GRADING PLAN SOUTH CENTRAL
C4.05 GRADING PLAN NORTH EAST
C4.06 GRADING PLAN SOUTH EAST
C5.01 EROSION CONTROL PHASE I
C5.02 EROSION CONTROL PHASE II
C5.03 EROSION CONTROL NOTES AND DETAILS
C5.04 EROSION CONTROL NOTES AND DETAILS
C6.00 SANITARY SEWER AND WATERMAIN PLAN
C6.01 SANITARY SEWER AND WATERMAIN PLAN NORTH WEST
C6.02 SANITARY SEWER AND WATERMAIN PLAN SOUTH WEST
C6.03 SANITARY SEWER AND WATERMAIN PLAN NORTH CENTRAL
C6.04 SANITARY SEWER AND WATERMAIN PLAN SOUTH CENTRAL
C6.05 SANITARY SEWER AND WATERMAIN PLAN NORTH EAST
C6.06 SANITARY SEWER AND WATERMAIN PLAN SOUTH EAST
C6.08 WATERMAIN PROFILE
C6.09 WATERMAIN PROFILE
C6.10 WATERMAIN PROFILE
C6.11 WATERMAIN PROFILE
C7.00 STORM SEWER PLAN
C7.01 STORM SEWER PLAN NW
C7.02 STORM SEWER PLAN SW
C7.03 STORM SEWER PLAN N CENTRAL
C7.04 STORM SEWER PLAN S CENTRAL
C7.05 STORM SEWER PLAN NE
C7.06 STORM SEWER PLAN SE
C8.01 DEMOLITION JULIA AVENUE
C8.02 DEMOLITION HUDSON BLVD EAST
C8.03 STREETS JULIA AVENUE
C8.04 STREETS HUDSON BLVD CENTRAL
C8.05 STREETS HUDSON BLVD WEST
C8.06 STREETS HUDSON BLVD EAST
C8.07 STORM PROFILES
C8.08 INTERSECTION DETAILS
C8.09 EROSION CONTROL & TURF ESTABLISHMENT
C8.10 EROSION CONTROL & TURF ESTABLISHMENT
C8.11 SIGN & STRIPE - JULIA AVENUE
C8.12 SIGN & STRIPE - HUDSON BLVD
C9.01 DETAILS
C9.02 DETAILS
C9.03 DETAILS
C9.04 DETAILS
C9.05 DETAILS
C9.06 DETAILS
C9.07 DETAILS
C9.08 DETAILS
C9.09 DETAILS
L1.01 LANDSCAPE PLAN
L1.02 SHRUB PLAN WEST
L1.03 SHRUB PLAN EAST
L1.04 LANDSCAPE NOTE AND DETAILS
L1.05 CITY NOTES AND DETAILS
L1.06 TREE INVENTORY
X1-1 CROSS SECTIONS - JULIA
X1-2 CROSS SECTIONS - JULIA
X1-3 CROSS SECTIONS - JULIA
X1-4 CROSS SECTIONS - JULIA
X1-5 CROSS SECTIONS - JULIA
X1-6 CROSS SECTIONS - JULIA
X2-1 CROSS SECTIONS - HUDSON
X2-2 CROSS SECTIONS - HUDSON
X2-3 CROSS SECTIONS - HUDSON
X2-4 CROSS SECTIONS - HUDSON
for
Final Plans
Springs at Lake Elmo
Continental 483 FUND LLC
Lake Elmo, Minnesota
Presented by:
NO SCALE
VICINITY MAP
SITE
UTILITY & GOVERNING AGENCIES CONTACT LIST:
CONSULTANT CONTACT LIST:
BENCHMARKS
N.T.S.
CITY OF LAKE ELMO ENGINEERING DESIGN STANDARDS (MARCH 2017)
CITY ENGINEER'S ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS (2013)
MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (2016 EDITION)
GOVERNING SPECIFICATIONS
COMMERCE DR
94
19
TAMARACK RD
WO
O
D
B
U
R
Y
D
R
HUD
S
O
N
R
D
10
BENCHMARK #1 = MNDOT Disc "8282 AX" - Elev=938.31
Located at NE Quad. of Int. Hwy. 94 & Keats Ave.
BENCHMARK #2 = TNH - ELEV=1001.01
South property line of subject property @ midpoint of line.
GAS COMPANY - XCEL ENERGY
825 RICE STREET 1ST FLOOR
ST. PAUL, MN 55117
651-229-5535
CONTACT: JESSE KUHLMAN
HUDSON BLVD N
SCALE IN FEET
0 12060
NORTH
To Continental 483 Fund LLC, DPS-Lake Elmo, LLC, a Minnesota limited liability company and First American Title Insurance Company:
This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for
ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 10, 11, 13, 14, 16, 17,
18, 19, and 20 of Table A thereof. The field work was completed on 01/21/2019.
Dated this 12th day of March, 2019
Sambatek, Inc.
Craig E. Johnson, LS
Minnesota License No. 44530
cjohnson@sambatek.com
1. Referencing Title Commitment No. NCS-938972-MKE, dated December 17, 2018, First American Title Insurance Company.
2. The bearing system is based on the Washington County coordinate system, NAD83 (1986 Adjust). With an assumed bearing of South 00
degrees 01 minutes 13 seconds West for the east line of the Southwest Quarter of the Southeast Quarter, Section 34, Township 29, Range 21.
3. The vertical datum is based on NAVD88.
BENCHMARK #1 = MNDOT Disc "8282 AX" - Elev=938.31
Located at NE Quad. of Int. Hwy. 94 & Keats Ave.
BENCHMARK #2 = TNH - ELEV=1001.01
South property line of subject property @ midpoint of line.
VICINITY MAP
SURVEY NOTES
Proposed Description
That part of the Southwest Quarter of the Southeast Quarter, Section 34, Township 29, Range 21, Washington County, Minnesota described as follows:
Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence North 00 degrees 06 minutes 31 seconds East, assumed bearing,
along the west line of said Southwest Quarter of the Southeast Quarter, a distance of 82.86 feet to the north line of Parcel 29C of Minnesota Department of
Transportation Right of Way Plat No. 82-43; thence North 89 degrees 18 minutes 27 seconds East, along said north line, a distance of 40.00 to the point of beginning;
thence North 00 degrees 06 minutes 31 seconds East, a distance of 607.73 feet; thence North 89 degrees 40 minutes 54 seconds East, a distance of 1284.76 feet to the
east line of said Southwest Quarter of the Southeast Quarter; thence South 00 degrees 01 minutes 13 seconds West, along said east line, a distance of 428.20 feet to a
point 267.8 feet north of the southeast corner of said Southwest Quarter of the Southeast Quarter; thence South 89 degrees 54 minutes 16 seconds West, parallel to
the south line of said Southwest Quarter of the Southeast Quarter, a distance of 200.00 feet; thence South 00 degrees 01 minutes 13 seconds West, parallel to the east
line of said Southwest Quarter of the Southeast Quarter, a distance of 173.21 feet to said north line of Parcel 29C; thence South 89 degrees 18 minutes 27 seconds
West, along said north line, a distance of 1085.76 feet to the point of beginning.
The following notes correspond to the reference numbers listed in Schedule B, Section 2 of the title commitment.
SUBJECT PROPERTY
1.The surveyor has depicted the property corner monuments, or the witness to the corner that were found during the field work, and set property corner
monuments, or witnesses to the corner, at the locations where there did not appear to be any evidence of an existing monument.
2.The property does not have an assigned address.
3.The subject property lies within Flood Plain Zone X – 'Area Of Minimal Flood Hazard', according to FEMA per FIRM Map No. 27163C0245E dated 2/3/2010.
4.The gross area information of subject property 17.0159 Acres or 741,214 Square Feet.
5. The vertical relief is shown on the graphical portion of the survey.
6b. The zoning information has not been provided by the client.
7a.There are no buildings on the subject property.
7b.There is a building foundation on the subject property as shown and dimensioned.
7c.There are no buildings or heights to measure on subject property. The building foundations as shown, are at ground level.
8.Visible substantial features observed in the process of conducting the fieldwork are shown hereon.
9.There are no parking areas on the subject property.
10a.There were no division or party walls designated by the client to be shown on the survey.
11.A Gopher State One Call (GSOC) request was placed on 12/26/2018 for utility locates on this site and assigned GSOC Ticket No. 183600280. The surveyor makes no
guarantees that the underground utilities shown hereon comprise all such utilities in the area, either in service or abandoned. Utility suppliers often do not
respond to these requests in the field but may provide maps, plans, and drawings in lieu of physical location. Utility information shown hereon is a compilation of
the provided map information and those visible utilities and marked utilities which were located during the survey field work. The surveyor further does not
warrant that the underground utilities shown hereon are in the exact location as indicated, although they are located as accurately as possible from the available
information. The surveyor has not physically located the underground utilities. Pursuant to MS 216.D contact Gopher State One Call at (651-454-0002) prior to any
excavation.
13.The names of adjoining land owners according to the current county tax records are shown on the survey.
14.The distance to the nearest intersecting street is 1000 feet to 5th St. N. & Keats Av.
16.There is no evidence of recent earth moving work, building construction or building additions observed in the process of conducting the fieldwork.
17.No changes in street right of ways are proposed per City of Lake Elmo Bay. There is no observable evidence of recent street or sidewalk construction or repair.
18.There were wetland delineation markers observed in the process of conducting the field work.See survey. Per a Letter by the Department of the Navy, dated
February 8, 2019, File No. MVP-2018-03459-MMW, the wetland was delineated by Kjolhaug Environmental. The Department of the Navy agrees with the
delineated location per said Letter. A permit from the Department of the Navy must be obtained prior to any fill or dredging of the wetland.
19.Plottable off site easements and servitudes disclosed in the provided title documents and/or observed during the field work that appear to benefit and/or affect
the subject property are shown hereon.
20.A Sambatek Professional Liability Insurance Certificate of Insurance will be provided upon request.
"TABLE A" NOTES
CERTIFICATION
N.T.S.
KE
A
T
S
A
V
E
SITE
10TH STREET N
OVERHEAD ELECTRICAL WIRE
LIGHT
SANITARY SEWER
STORM SEWER
WATERMAIN
UNDERGROUND ELECTRIC
GUY ANCHOR
UTILITY POLE
GUARD POST
UNDERGROUND TELEPHONE
UNDERGROUND GAS
CHAIN LINK FENCE
WOOD FENCE
CONCRETE SURFACE
SIGN
FOUND MONUMENT
FOUND CAST IRON
MONUMENT
FOUND RIGHT-OF-WAY
MONUMENT
SET MONUMENT
MARKED LS 43933
SECTION LINE
UNDERLYING / ADJACENT LOT
TIE LINE
BOUNDARY LINE
DEED DISTANCE(100.00)
TRANSFORMER
GAS METER
COMMUNICATIONS MANHOLE
ELECTRIC MANHOLE
GAS MANHOLE
ELECTRIC METER
TELEPHONE PEDESTAL
CABLE TV BOX
GATE VALVE / HYDRANT
SANITARY MANHOLE
CLEAN OUT
STORM MANHOLE
STORM CATCH BASIN
FLARED END SECTION
RIGHT-OF-WAY LINE
WIRE FENCE
DECIDUOUS TREE
LEGEND
REGISTERED LAND SURVEYORRLS
FOUNDFD
FIBER OPTIC
IN
W
O
O
D
A
V
E
INT HWY 94
5TH STREET N
11.The right to erect and to maintain temporary on land adjoining Trunk Highway 12 and Interstate Highway 94, and also limitations on access to said highways, as
contained or shown in the following:
(a) Highway Easement, dated January 17, 1927, recorded February 18, 1927, in Book 111 of Deeds, at page 1; (Easement does not affect subject property)
(b) Highway Easement, dated January 19, 1927, recorded June 23, 1927, in Book 111 of Deeds, at page 206; (Easement does not affect subject property - lies
within existing R.O.W.)
(c) Final Certificate by the State of Minnesota, recorded April 30, 1959, in Book 220 of Deeds, at page 11; (Easement does not affect subject property - lies within
existing R.O.W.)
(d) Minnesota Department of Transportation Right of Way Plat No. 82-43 recorded March 22, 1882 as Doc. No. 429592; (Affects property and is depicted hereon)
(e) Warranty Deed, to the State of Minnesota, recorded September 30, 1983, as Doc. No. 452990 conveying Parcel 29G in the above Right of Way Plat No. 82-43;
(does not affect subject property)
(f) Final Certificate by the State of Minnesota, recorded August 17, 1987, as Doc. No. 548829 (acquiring Parcel 29C in the above Right of Way Plat No. 82-43); and
(R.O.W. Plat shown on survey)
(g) Quitclaim Deed, from the State of Minnesota, to the City of Lake Elmo, dated November 13, 2013, recorded December 30, 2013, as Doc. No. 3975938 (R.O.W.
Plat shown on survey)
12.Reservation of 50% of all minerals and mineral rights in the East Half of the Southwest Quarter of Section 34, as reserved in the following:
(a) Limited Warranty Deed, from the Federal Farm Mortgage Corporation, as grantor, to Lawrence Fehlen and Marie A. Fehlen, as grantees, dated November 8,
1939, recorded November 21, 1939, in Book 135 of Deeds, at page 632; and (does not affect subject property)
(b) Quit Claim Deed, from the Federal Farm Mortgage Corporation, to the United States of America, dated September 6, 1957, recorded November 22, 1957, in
Book 209 of Deeds, at page 493. (Does not affect subject property)
13.Terms and conditions, including an easement for pipeline purposes, as contained in the following:
(a) Right of Way Conveyance in favor of Standard Oil Company, dated August 7, 1946, recorded August 26, 1946, in Book 150 of Deeds, at page 219; (does not
affect subject property)
(b) Assignment of Rights of Way, from Standard Oil Company, to The American Oil Company, dated December 31, 1960, recorded January 25, 1961, in Book 236
of Deeds, at page 240; (does not affect subject property)
(c) Partial Release of Right of Way Conveyance, dated May 5, 1972, recorded May 8, 1972, as Doc. No. 298638; (does not affect subject property)
(d) Quit Claim Deed, from Amoco Oil Company, to the State of Minnesota, dated October 25, 1983, recorded December 29, 1983, as Doc. No. 457465; (does not
affect subject property).
(e)Agreement Limiting Right of Way Easement, dated July 19, 2001, recorded August 3, 2001, as Doc. No. 3172091; (does not affect subject property)
(f)Non Fee Property Assignment Agreement, from BP Products North America Inc., to BP Pipelines (North America) Inc., dated January 1, 2015, recorded
April 10, 2015, as Doc. No. 4021457; and (affects subject property-blanket in nature therefor not shown)
(g)Agreement and Acknowledgement, between BP Pipelines (North America) Inc., the City of Lake Elmo, and U.S. Home Corporation, dated June 15, 2016,
recorded July 28, 2016, as Doc. No. 4076835. (Does not affect subject property)
14.Easement for power line purposes as contained in the following:
(A)Final Decree, recorded April 13, 1972, in Book 316 of Deeds, at page 69; and (does not affect subject property)
(B)Assignment and Assumption of Easements, from XCEL Energy Inc., to Northern States Power Company, dated February 7, 2001, recorded March 8, 2001,
as Doc. No. 3145752. (Affects property - no easements to depict on survey)
15.Terms and conditions of the Petition and Waiver Agreement, dated September 4, 2013, recorded September 12, 2013, as Doc. No. 3964045. (Affects property -
no easements to depict on survey)
16.Terms and conditions of the Petition and Waiver Agreement, dated September 4, 2013, recorded September 12, 2013, as Doc. No. 3964046. (Affects property -
no easements to depict on survey)
17.Terms and conditions, including an easement for drainage and utility purposes in favor of the City of Lake Elmo, as contained in the Public Drainage & Utility
Easement, dated September 4, 2013, recorded September 12, 2013, as Doc. No. 3964047. (Affects property and easement is depicted hereon)
18.Terms and conditions, including an easement for public and drainage purposes in favor of the City of Lake Elmo, as contained in the Public Drainage & Utility
Easement, dated September 4, 2013, recorded September 12, 2013, as Doc. No. 3964048. (Does not affect subject property)
19.Terms and conditions, including an easement for public and drainage purposes in favor of the City of Lake Elmo, as contained in the Public Drainage and Utility
Easement, dated September __, 2013, recorded September 12, 2013, as Doc. No. 3964049. (Does not affect subject property)
20.Terms and conditions, including an easement for street purposes in favor of the City of Lake Elmo, as contained in the Permanent Public Street Easement
Agreement, recorded November 20, 2014, as Doc. No. 4007702. (Does not affect subject property)
21.Terms and conditions, including easements for drainage and utility purposes in favor of the City of Lake Elmo, as contained in the Drainage and Utility Easement
Agreement, recorded November 20, 2014, as Doc. No. 4007703. (Does not affect subject property)
22.Terms and conditions, including an easement for utility purposes in favor of the City of Lake Elmo, as contained in the Utility Easement, recorded November 20,
2014, as Doc. No. 4007704. (Easement affects property as shown - falls within proposed R.O.W.)
23.Terms and conditions of the Memorandum of Understanding, between U.S. Home Corporation, and DPS-Lake Elmo, LLC, dated October 3, 2014, which is
unrecorded, and of the Notice of Lien Rights by DPS-Lake Elmo, LLC, recorded November 20, 2014, as Doc. No. 4007705, which refers to said Memorandum of
Understanding. (Affects property - no easements to depict on survey).
24.Possible overlap of the Land with the parcel to the southeast, said parcel is described in the Warranty Deed, recorded September 21, 2015, as Doc. No. 4041879.
The legal description prepared by Sambatek, shown as proposed on this survey is contiguous to, and creates no gaps or overlaps with the southeast parcel as
described in said document.
Jul 26, 2019 - 12:21pm - User:jbalzer L:\PROJECTS\21654.01\CAD\Survey\Sheets\2165401-ALTA.dwg
C1.02
ALTA/NSPS
LAND TITLE
SURVEY
WELL
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
Know all persons by these presents: That Continental 483 Fund LLC, a Minnesota limited liability company, owner, of the following described property situated in the County of Washington, State of Minnesota,
to wit:
Outlot H, UNION PARK, Washington County, Minnesota
Has caused the same to be surveyed and platted as SPRINGS AT LAKE ELMO and does hereby dedicate to the public for public use the public way and also dedicate the drainage and utility easements as created
by this plat.
In witness whereof said Continental 483 Fund LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this
day of , 20 .
Signed: Continental 483 Fund LLC, a Minnesota limited liability company
By:, its
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me on this day of , 20 , by
, , of Continental 483 Fund LLC, a Minnesota limited liability company, on behalf of the company.
Notary Public, County, Minnesota Notary Printed Name
My Commission Expires
I Craig E. Johnson do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation
of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water
boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, existing as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on
this plat.
Dated this day of , 20 .
Craig E. Johnson, Licensed Land Surveyor,
Minnesota License No. 44530
STATE OF MINNESOTA
COUNTY OF
The foregoing instrument was acknowledged before me on this day of , 20 , by
Craig E. Johnson, a Licensed Land Surveyor.
Notary Public, County, Minnesota Notary Printed Name
My Commission Expires
CITY COUNCIL, Lake Elmo, Minnesota
This plat was approved by the City Council of Lake Elmo, Minnesota, this day of , 20 , and hereby certifies compliance with all requirements as set forth in the
Minnesota Statutes, Section 505.03, Subdivision 2.
Signed: Attest:
Mayor City Administrator
COUNTY SURVEYOR, Washington County, Minnesota
Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of
, 20 .
By By
Washington County Surveyor
COUNTY AUDITOR/TREASURER, Washington County, Minnesota
Pursuant to Minnesota Statutes, Section 505.021, Subd.9 and Section 272.12, taxes payable in the year 20 , on real estate hereinbefore described, have been paid; and there are no delinquent taxes and
transfer has been entered, on this day of , 20 .
By By
Washington County Auditor / Treasurer Deputy
COUNTY RECORDER, Washington County, Minnesota
Document Number
I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of , 20 ,
at o'clock .M. and was duly recorded in Washington County Records.
By: By:
Washington County Recorder Deputy
SAMBATEK, INC.
ENGINEERING, PLANNING
AND LAND SURVEYING
SHEET 1 OF 2 SHEETS
SPRINGS AT LAKE ELMO
LOT 1
BLOCK 1
HUDSON
BOULEVARD
NORTH
SAMBATEK, INC.
ENGINEERING, PLANNING
AND LAND SURVEYING
DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET
AND MARKED BY LICENSE NO. 44530.
DENOTES 1/2 INCH BY 14 INCH IRON PIPE FOUND AND
MARKED BY LICENSE NO. 18425 UNLESS NOTED
OTHERWISE
SECTION 34, TOWNSHIP 29 N, RANGE 21 W,
WASHINGTON COUNTY, MINNESOTA
NORTH
NOT TO SCALE
VICINITY MAP
SITE0
NORTH
SCALE IN FEET
1 INCH = 120 FEET
60 120
SEC 34
SHEET 2 OF 2 SHEETS
HUDSON BLVD. N.
SPRINGS AT LAKE ELMO
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED, AND ADJOINING RIGHT-OF-WAY
LINES, FRONT, REAR AND SIDE LOT LINES AS
SHOWN ON THE PLAT.
10
10
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
(NOT TO SCALE)
10
THE NORTH LINE OF OUTLOT H IS ASSUMED TO HAVE A
BEARING OF SOUTH 89 DEGREES 40 MINUTES 54
SECONDS WEST.
HUDSON BLVD N
SCALE IN FEET
0 12060
NORTH
That part of the Southwest Quarter of the Southeast Quarter, Section 34, Township 29, Range 21, Washington County, Minnesota
described as follows:
Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence North 00 degrees 06 minutes
31 seconds East, assumed bearing, along the west line of said Southwest Quarter of the Southeast Quarter, a distance of 82.86
feet to the north line of Parcel 29C of Minnesota Department of Transportation Right of Way Plat No. 82-43; thence North 89
degrees 18 minutes 27 seconds East, along said north line, a distance of 40.00 to the point of beginning; thence North 00 degrees
06 minutes 31 seconds East, a distance of 607.73 feet; thence North 89 degrees 40 minutes 54 seconds East, a distance of 1284.76
feet to the east line of said Southwest Quarter of the Southeast Quarter; thence South 00 degrees 01 minutes 13 seconds West,
along said east line, a distance of 428.20 feet to a point 267.8 feet north of the southeast corner of said Southwest Quarter of the
Southeast Quarter; thence South 89 degrees 54 minutes 16 seconds West, parallel to the south line of said Southwest Quarter of
the Southeast Quarter, a distance of 200.00 feet; thence South 00 degrees 01 minutes 13 seconds West, parallel to the east line of
said Southwest Quarter of the Southeast Quarter, a distance of 173.21 feet to said north line of Parcel 29C; thence South 89
degrees 18 minutes 27 seconds West, along said north line, a distance of 1085.76 feet to the point of beginning.
SUBJECT PROPERTY
OVERHEAD ELECTRICAL WIRE
LIGHT
SANITARY SEWER
STORM SEWER
WATERMAIN
UNDERGROUND ELECTRIC
GUY ANCHOR
UTILITY POLE
GUARD POST
UNDERGROUND TELEPHONE
UNDERGROUND GAS
CHAIN LINK FENCE
WOOD FENCE
CONCRETE SURFACE
SIGN
FOUND MONUMENT
FOUND CAST IRON
MONUMENT
FOUND RIGHT-OF-WAY
MONUMENT
SET MONUMENT
MARKED LS 43933
SECTION LINE
UNDERLYING / ADJACENT LOT
TIE LINE
BOUNDARY LINE
DEED DISTANCE(100.00)
TRANSFORMER
GAS METER
COMMUNICATIONS MANHOLE
ELECTRIC MANHOLE
GAS MANHOLE
ELECTRIC METER
TELEPHONE PEDESTAL
CABLE TV BOX
GATE VALVE / HYDRANT
SANITARY MANHOLE
CLEAN OUT
STORM MANHOLE
STORM CATCH BASIN
FLARED END SECTION
RIGHT-OF-WAY LINE
WIRE FENCE
DECIDUOUS TREE
LEGEND
REGISTERED LAND SURVEYORRLS
FOUNDFD
FIBER OPTIC
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
1.SUBJECT PROPERTY IDENTIFICATION NUMBER IS 3402921430003.
2.THE GROSS AREA OF THE SUBJECT PROPERTY IS 17.0159 ACRES OR 741,214 SQUARE FEET.
1.SURVEY COORDINATE BASIS: WASHINGTON COUNTY COORDINATE SYATEM NAD 83 (1986)
2.FIELD WORK WAS COMPLETED ON 01/21/2019.
3.THE VERTICAL DATUM IS BASED ON NAVD88.
BENCHMARK #1 = MNDOT DISC "8282 AX" - ELEV=938.31,
LOCATED AT NE QUAD. OF INT. HWY. 94 & KEATS AVE.
BENCHMARK #2 = TNH - ELEV=1001.01,
SOUTH PROPERTY LINE OF SUBJECT PROPERTY @ MIDPOINT OF LINE.
PROPERTY SUMMARY
SURVEY NOTES
WELL
Jul 26, 2019 - 12:27pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C2-2-EXCND.dwg
C2.04
EXISTING
CONDITIONS
HUDSON BLVD N
LEGEND DEMOLITION NOTES
1. DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR
TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF
WORK.
2. THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS.
THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC
MAPPING PREPARED BY XXXX DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPT
EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALL
HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR
AND SUBMIT IT TO THE OWNER FOR REVIEW.
3. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A
LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH
APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING,
DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN
ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT
TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL
MATERIAL PER THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER.
4. CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM
THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLE
FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.
6. CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTING
BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS.
7. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL
AND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY
COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY
COMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR
SERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
8. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN
ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF
ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS
PRIOR TO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS
OF UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER
STATE ONE CALL AT 800-252-1166 OR 651-454-0002.
9. THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT
TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR
ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY
ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION
AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK.
UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING
INCLUDING 10' BEYOND FOUNDATIONS.
10. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO
BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY
COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE
COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH
TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING
UTILITIES WITHIN THE ROAD RIGHT OF WAY DURING CONSTRUCTION.
11. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,
ENCLOSURES, ETC., TO THE BEST PRACTICES.
12. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL
TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.
13. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED
AND APPROVED BY THE LOCAL AUTHORITY.
14. CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE
IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS
INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ITS REMOVAL AND REPAIR.
15. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY
EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.
16. ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS.
COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED IN
COMPLIANCE WITH LOCAL STANDARDS.
17. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC
AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED
BY THE LOCAL GOVERNING AUTHORITY.
UNDERGROUND GAS
STONE RETAINING WALL
CHAIN LINK FENCE
UNDERGROUND ELECTRIC
UNDERGROUND CABLE TV
UNDERGROUND TELEPHONE
OVERHEAD ELECTRIC
SANITARY SEWER
WATERMAIN
STORM SEWER
LIGHT
HYDRANT
GAS METER
SPRINKLER HEAD
SPRINKLER VALVE
EDGE OF TREES
TREES / SHRUBS
CONCRETE
CONCRETE CURB
BITUMINOUS CURB REMOVE EXISTING CHAIN LINK FENCE
REMOVE EXISTING UTILITY
REMOVE EXISTING
REMOVE EXISTING TREE
REMOVE EXISTING BUILDING
REMOVE EXISTING CONCRETE PAVEMENT
REMOVE EXISTING BITUMINOUS PAVEMENT
SAW CUT EXIST BITUMINOUS PAVEMENT
REMOVE EXIST CONCRETE CURB
REMOVE EXISTING UTILITY LINE
EXISTING
REMOVE EXISTING LIGHT FIXTURE
REMOVE EXISTING GRAVEL DRIVE
REMOVE EXISTING LANDSCAPING
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
7/26/201950475
Eric T. Luth
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 10050
NORTH
Jul 26, 2019 - 12:27pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C2-DEMO.dwg
C2.05
DEMOLITION
PLAN
REMOVE TREE LINE
JU
L
I
A
A
V
E
N
O
R
T
H
EXISTING WETLAND
NWL: 992.4
HWL: 996.5
PERMANENT 30' UTILITY EASEMENT
PERMANENT 30' UTILITY EASEMENT
PERMANENT 30' UTILITY EASEMENT
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
HUDSON BLVD N
JAY A
V
E
N
J
U
N
C
O
R
D
N
5TH
S
T
R
E
E
T
N
5
T
H
S
T
R
E
E
T
L
N
N
5TH STR
E
E
T
N
HUDSON BLVD N
5TH
S
T
R
E
E
T
N
JU
N
E
A
V
E
N
.
PULTE DEVELOPMENT
PULTE
DEVELOPMENT
CONTINENTAL DEVELOPMENT12.85 AC
SCALE IN FEET
0 200100
NORTH
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
Jul 26, 2019 - 12:28pm - User:jbalzer L:\PROJECTS\20355\CAD\Civil\Exhibit\20355 Dale Properties Exhibit.dwg
C2.06
OVERALL
DEVELOPMENT
PLAN
MATCH LINE
MA
T
C
H
L
I
N
E
MATCH LINE
MA
T
C
H
L
I
N
E
HUDSON BLVD N
5TH STR
E
E
T
N
ADA
DS
DS
DS
DS
DS
DS
DS
DSDSDSDS
DSDSDS
DSDSDS
DS DSDS
DSDSDS
DS DSDS
DSDSDS
DS DSDS
DSDSDS
DS DSDS
DSDSDS
DS DSDS
DS DS
DSDS
DS
DS
DS
DS
DS
DSDS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS DS
DS
DSDS
DSDS
DSDS
DS
DS
DS
DS DS
DS DS DS DS
DS
DS
DS
DS DS DS DS
DS DS
DS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
DS DS DS DS
DS
DS
DS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
DSDSDSDS
DSDS
DS
DS
DS
DS DS
DS DS DS DS
DS
DS
DS
DSDS
DSDS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS
DS
DS
DS
DSDSDSDS
DSDS
DS
DS
DS
DS DS
DS DS DS DS
DS
DS
DS
DSDSDSDS
DSDS
DS
DS
DS
DS DS
DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS DS DS DS
DS
DS
DS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
DS DS DS DS
DS DS
DS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
DS
DS
PERMANENT 30' UTILITY EASEMENT
PERMANENT 30' UTILITY EASEMENT
PERMANENT 30' UTILITY EASEMENT
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
7/26/201950475
Eric T. Luth
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 200100
NORTH
Jul 26, 2019 - 12:29pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE.dwg
C3.00
OVERALL SITE
PLAN
AREA
GROSS SITE AREA
BUILDING INFORMATION
B20E (20 DU/BUILDING)
TOTAL RESIDENT BUILDINGS
GENERAL HOME MIX
STUDIO
1-BEDROOM
2-BEDROOM
3-BEDROOM
TOTAL HOMES
ZONING
EXISTING ZONING
PROPOSED ZONING
PARKING INFORMATION
GARAGE TOTALS:
NUMBER OF ATTACHED
MAINTENANCE GARAGES
NUMBER OF STAND ALONE
TOTAL GARAGE
PARKING REQUIRED PER CODE
SURFACE PARKING AMOUNT
TOTAL PARKING PROVIDED
UNIT PARKING RATIO
COVERED PARKING RATIO
CLUBHOUSE PARKING
*INCLUDED IN PARKING CALCS
1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
2.ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED.
3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER
DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB.
COORDINATE WITH GRADING CONTRACTOR.
4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.
6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE
LOCATIONS.
7.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT
POLE.
8.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.
9.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE
OF 4.5% (1:22), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 1.5% (1:66). THE
MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 1.5% (1:66).
THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES
PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE
DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR.
10."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY.
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SAWCUT LINE
NUMBER OF PARKING
STALLS PER ROW
SIGN
PIPE BOLLARD
STANDARD DUTY
ASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
DEVELOPMENT SUMMARY DEVELOPMENT NOTES KEY NOTES
WETLAND LIMITS
TREELINE
BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS
TRASH/RECYCLING PICKUP AREA - SEE ARCHITECTURAL PLANS
MAIL KIOSK - SEE ARCHITECTURAL PLANS
POOL - SEE ARCHITECTURAL PLANS
MONUMENT SIGN - SEE ARCHITECTURAL PLANS
VEHICLE GATE - SEE ARCHITECTURAL PLANS
TRANSFORMER - LOCATION TBD
741,214 SF 17.02 AC
QUANTITY HEIGHT
15 UNITS 2-STORY / 35'
15 UNITS
HOMES PERCENTAGE
30 10%
120 40%
120 40%
30 10%
300 100%
RURAL DEVELOPMENT TRANSITIONAL
URBAN HIGH-DENSITY PLANNED UNIT (HDR.PUD)
120 GARAGES
1
42 GARAGES
163 GARAGES
525 SPACES
402 SPACES
565 SPACES
1.87
0.29
17 SPACES
(23 ADA)
XX
XX
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
CONCRETE SIDEWALK
DETAILS
A
B
C
D
E
F
G
B-612 CONCRETE CURB AND GUTTER - SEE SHEET C9.0101
B-618 CONCRETE CURB AND GUTTER - SEE SHEET C9.0102
TAPERED CURB - SEE SHEET C9.0103
4' SIDEWALK - SEE SHEET C9.0104
5' SIDEWALK - SEE SHEET C9.0105
STOP SIGN - SEE SHEET C9.0106
ACCESSIBLE PARKING SIGN - SEE SHEET C9.0107
ACCESSIBLE PARKING STALL - SEE SHEET C9.0108
ARCHITECTURAL
CONCRETE
DETAIL XX
CHAIN LINK FENCE - SEE ARCHITECTURAL PLANSH
DECORATIVE FENCE - SEE ARCHITECTURAL PLANSI
CHAIN LINK FENCE
DECORATIVE
WOODEN FENCE
AIR CONDITIONING
UNIT
VALLEY GUTTER - SEE SHEET C9.0109
BITUMINOUS PATHJ
RETAINING WALLK
PRESSURE REDUCING VALVEL
PEDESTRIAN GATE - GATES ON ADA ROUTE TO HAVE 18" MIN ON PULL SIDE (SEE DETAIL, SHEET C9.04 AND C9.05)M
HEAVY DUTY
ASPHALT PAVING
FLAG POLESN
NO PARKING SIGN - SEE SHEET C9.0110
PEDESTRIAN RAMP - SEE DETAILS ON SHEETS C9.04AND C9.05O
GUARD RAIL (PARKING)P
GUARD RAIL (TRAFFIC)Q
C3.01 C3.03 C3.05
C3.02 C3.04 C3.06
CURB CUTR
INFILTRATION BASINS
MATCH LINE
MA
T
C
H
L
I
N
E
B20E
BLDG 5B
FFE=1007.50
GFE=1007.17
B20E
BLDG 4B
FFE=1007.60
GFE=1007.27
6G
GFE=1006.39
B20E
BLDG 6B
FFE=1007.40
GFE=1007.07
ADA
DSDSDS
DS DSDS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS DS
DS
DS
DS
DS
DS DS
DS DS
DS
DS
DS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DSDS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
UNDERGROUND STORAGE SYSTEM 1
FOOTPRINT = 27'x84' (60" CHAMBERS)
CHAMBER IE = 998.15
6" OUTLET IE = 998.15
21" OUTLET IE = 1001.8
HWL: 1004.14
PERMANENT 30' UTILITY EASEMENT
UNDERGROUND STORAGE SYSTEM 2
FOOTPRINT = 27'x200' (60" CHAMBERS)
CHAMBER IE = 997.25
6" OUTLET IE = 997.25
24" OUTLET IE = 1000.95
HWL: 1003.24
TYP
TYP
TYP
1111
9
09
10
10
9 10
22'
23
'
9'
TYP
18
'
TY
P
9'TYP
9'
TYP
18
'
TY
P
18
'
TY
P
18
'
TY
P
R4'
R18'
10'
6'8'
START END
START END
B
A
A
A
01 01
0101
01
04
04
04
05
05
05
05
05
F
08
08
I
H
07
04
06
04
10
07
J
K
07
08
K
P
10
07
10
O
O
O
O
O
O
O
O O
O
O
P
P P
O
O
O
R
22
'
22
'
R
1
8
'
22'
22
'
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
7/26/201950475
Eric T. Luth
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
NORTH
Jul 26, 2019 - 12:30pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE.dwg
C3.01
SITE PLAN
NORTH WEST
C3.01 C3.03 C3.05
C3.06C3.04C3.02
MATCH LINE
MA
T
C
H
L
I
N
E
B20E
BLDG 3A
FFE=1007.50
GFE=1005.17
B20E
BLDG 2B
FFE=1006.50
GFE=1006.17
B20E
BLDG 1A
FFE=1006.10
GFE=1005.77
FFE=1007.40
GFE=1007.07
6G
S
-
2
GF
E
=
1
0
0
5
.
4
4
ADA
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
DS
DS
DS
PERMANENT 30' UTILITY EASEMENT
UNDERGROUND FILTRATION SYSTEM 6
FOOTPRINT = 59'x96' (30" CHAMBERS)
CHAMBER IE = 1000.5
60" WEIR WALL TOP = 1002.11
DRAINTILE OUTLET IE = 998.50
HWL: 1003.5
TYP
TYP
TYP
10
10
9 10
5
6 6
9 10
23
'
9'
TYP
18
'
TY
P
9'TYP
9'
TY
P
R4'
R18'
R4'
R1
8
'
22
'
R
1
8
'
R18
'
10'
2'
6'
12.2'13.8'12'13.8'10.2'
8'
2'
R4'
START END
START END
B
A
A
A
0101
01
05
05
05
05
04
F
08
08
08
07
06
04
04
04
04
10
J
07
J
10
08
K
07
07
10
P
10
10
O
O
O
O
O
O
O
O
O
O
O
O
O
P
P P
O
O
O
O
K
R
22
'
22.2'
22.1'
22'
22
'
22'
22
'
22
'
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
7/26/201950475
Eric T. Luth
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
NORTH
Jul 26, 2019 - 12:30pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE.dwg
C3.02
SITE PLAN
SOUTH WEST
C3.01 C3.03 C3.05
C3.06C3.04C3.02
O
MATCH LINE
MA
T
C
H
L
I
N
E
MATCH LINE
MA
T
C
H
L
I
N
E
B20E
BLDG 8A
FFE=1007.10
GFE=1006.77
B20E
BLDG 7B
FFE=1007.00
GFE=1006.67
B20E
BLDG 9B
FFE=1005.45
GFE=1005.12
6G
GFE=1006.20
6G
GFE=1003.50
B20E
BLDG 15B
FFE=1004.30
ADA
ADA
ADA
DSDSDS
DS DSDS
DSDSDS
DS DSDS
DS
DS
DS
DS DS
DS
DS
DS
DS DS
DS DS DS DS
DS
DS
DS
DS
DSDS
DS DS
DS DS
DS
DS
DS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
DSDS
DS DS
DS
DS
DS
DSDS
DSDS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DSDSDS
DS
DS
DS
UNDERGROUND STORAGE SYSTEM 2
FOOTPRINT = 27'x200' (60" CHAMBERS)
CHAMBER IE = 997.25
6" OUTLET IE = 997.25
24" OUTLET IE = 1000.95
HWL: 1003.24
UNDERGROUND STORAGE SYSTEM 3
FOOTPRINT = 27'x212' (60" CHAMBERS)
CHAMBER IE = 995.55
6" OUTLET IE = 995.55
24" OUTLET IE = 997.85
HWL: 1001.53
TYP
TYP TYP
TYP
TYP
11111111
10 6 7
10
9
22
'
22
'
R1
8
'
9'
TYP
9'TYP
9'TYP
9'TYP
9'TYP9'TYP
18
'
TY
P
18
'
TY
P
18
'
TY
P
18
'
TY
P
R4'
R18'
22'
4
2
A
A A
A A
01
01 01
01
01
04
04
04
0505
08
08
08
07
07
07
04
09
01
0404
04
04
10
08
H
H
I
07
10
10
O
OOO
O O
O
O
O
10
O
O
O
O O
O O
O
07
R
R
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
7/26/201950475
Eric T. Luth
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
NORTH
Jul 26, 2019 - 12:30pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE.dwg
C3.03
SITE PLAN
NORTH
CENTRAL
C4.01 C4.03 C4.05
C4.06C4.04C4.02
C3.01 C3.03 C3.05
C3.06C3.04C3.02
MATCH LINE
MA
T
C
H
L
I
N
E
MATCH LINE
MA
T
C
H
L
I
N
E
HUDSON BLVD N
GFE=1006.67
B20E
BLDG 1A
FFE=1006.10
GFE=1005.77 CLUBHOUSE
FFE=1005.50
B20E
BLDG 15B
FFE=1004.30
GFE=1003.97
25' B
U
F
F
E
R
BUFFER AVERAGING/ D/U EASEMENT
ADA
DS DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DSDS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS
DS
DS
DSDS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
DSDS
DS
DSDSDS
DS
DS
DS
DS
EXISTING WETLAND
NWL: 992.4
HWL: 996.5
HWL
HWL
H
W
L
UNDERGROUND FILTRATION SYSTEM 7
FOOTPRINT = 68'x82' (30" CHAMBERS)
CHAMBER IE = 997.57
60" WEIR WALL TOP = 999.33
DRAINTILE OUTLET IE = 995.07
HWL: 1001.57
TYP
TYP
6
10
11
8
8
9
6 7
8
08
10
22
'
20'12'
9'TYP9'TYP
9'
TYP
TY
P
TYP
9'
TY
P
18'TYP
R4'
R18'
R4'
R1
8
'
22
'
9'
18
'
22'
TYP
20'
4.
5
'
8'
14
'
12
'
12
'
6
4
R4'
R
4
'
D
E
F
F
A
A
0101
0505
05
05
04
05
08
08
I
07
07
06
01
0404
04
04
04
C
10
J
J
A
08I
L
M
N
07
10
O
O
O
O
O
OOO
O
10
O
O
O
O O
O O
07
R
R
R
22
'
22'
22
'
23'
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
7/26/201950475
Eric T. Luth
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
NORTH
Jul 26, 2019 - 12:30pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE.dwg
C3.04
SITE PLAN
SOUTH
CENTRAL
C3.01 C3.03 C3.05
C3.06C3.04C3.02
MATCH LINE
MA
T
C
H
L
I
N
E
B20E
BLDG 11B
FFE=1005.00
GFE=1004.67
B20E
BLDG 10A
FFE=1005.00
GFE=1004.67
B20E
BLDG 12A
FFE=1005.00
GFE=1004.67
B20E
BLDG 13B
FFE=1005.00
GFE=1004.67
6G
GFE=1003.50
6G
GFE=1003.40
6G
GFE=1003.40
6GS-2
GFE=1003.10
MG-P
GFE=1003.34ADA
B20E
BLDG 15B
FFE=1004.30
ADA
ADA
DSDSDSDS
DSDSDS
DSDSDS
DS DSDS
DSDSDS
DS DSDS
DSDSDS
DS DSDS
DS
DSDS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS DS
DS
DS
DSDS
DSDS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS
DS
DS
DS
DSDS
DSDS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS
DS
DS
DS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
DS DS
DS DS
DS
DS
DS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
UNDERGROUND STORAGE SYSTEM 5
FOOTPRINT = 27'x68' (60" CHAMBERS)
CHAMBER IE = 994.25
6" OUTLET IE = 994.25
30" OUTLET IE = 997.29
HWL: 1000.25
UNDERGROUND STORAGE SYSTEM 9
FOOTPRINT = 27'x51' (60" CHAMBERS)
CHAMBER IE = 993.75
6" OUTLET IE = 993.75
30" OUTLET IE = 996.99
HWL: 999.75
TYP TYP
TYP
TYP
1111
9
7 6
2
R
1
8
'
R18
'
9'TYP 9'
TYP
9'
TYP
9'
TYP
9'TYP
18
'
TY
P
18
'
TY
P
18
'
TY
P
22'
START
END
2
2
A A
AA
04
04
04
05
08
08
08
08
08
07
07
04 04 0404
04
04
04
04
10
07
07
07
09 09
08
H H HH
H
K
K
K
Q
10
O O O O
OO
O
O
10
O
O
O
O O O
O O O O
O
10
10
Q
07
K
22
'
22'
33
'
32
.
2
'
R2
4
'
22
'
22
'Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
7/26/201950475
Eric T. Luth
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
NORTH
Jul 26, 2019 - 12:30pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE.dwg
C3.05
SITE PLAN
NORTH EAST
C3.01 C3.03 C3.05
C3.06C3.04C3.02
MATCH LINE
MA
T
C
H
L
I
N
E
B20E
BLDG 14A
FFE=1004.30
GFE=1003.97
B20E
BLDG 10A
FFE=1005.00
GFE=1004.67
B20E
BLDG 13B
FFE=1005.00
GFE=1004.67
6GS-2
GFE=1003.10
MG-P
GFE=1003.34ADA
B20E
BLDG 15B
FFE=1004.30
GFE=1003.97
BUFFER AVERAGING/ D/U EASEMENT
DSDSDSDS
DSDSDS
DS
DSDS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DSDS
DS
DS
DS
DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
DS
DS
DSDS
DSDSDSDS
DS
DS
DS
EXISTING WETLAND
NWL: 992.4
HWL: 996.5
HWL
HWL
H
W
L
PERMANENT 30' UTILITY EASEMENT
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
UNDERGROUND RAINWATER REUSE CISTERN 8B
FOOTPRINT = 45'x136' (60" PIPES)
CHAMBER IE = 987.20
OUTLET IE = 991.75
HWL: 992.2
UNDERGROUND STORAGE SYSTEM 8A
FOOTPRINT = 31'x38' (60" CHAMBERS)
CHAMBER IE = 991.75
OUTLET IE = 991.75
48" WEIR WALL TOP = 995.15
HWL: 997.27
TYP
TYP
TYP
TYP
08
10
09
09
9
2
R
1
8
'
9'TYP
TY
P
TYP
9'
18
'
24'18'22'
END
AA
A
A
04
05
05
08
08
08
07
04
04
04
04
10
07
J
J
07
09 09
08
H
K
K
Q
O O O O
OO
O
O
O
O O O
O
10
O
O
O
O
10
K
07
K
22
'
22'
22'
12
'
22
'
22
'
23'
33
'
32
.
2
'
R2
4
'
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
7/26/201950475
Eric T. Luth
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
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C3.06
SITE PLAN
SOUTH EAST
C3.01 C3.03 C3.05
C3.06C3.04C3.02
HUDSON BLVD N
B20E
BLDG 5B
FFE=1007.50
GFE=1007.17
B20E
BLDG 8A
FFE=1007.10
GFE=1006.77
B20E
BLDG 7B
FFE=1007.00
GFE=1006.67
B20E
BLDG 4B
FFE=1007.60
GFE=1007.27
B20E
BLDG 3A
FFE=1007.50
GFE=1005.17 B20E
BLDG 2B
FFE=1006.50
GFE=1006.17
B20E
BLDG 1A
FFE=1006.10
GFE=1005.77
B20E
BLDG 14A
FFE=1004.30
GFE=1003.97
B20E
BLDG 9B
FFE=1005.45
GFE=1005.12
B20E
BLDG 11B
FFE=1005.00
GFE=1004.67
B20E
BLDG 10A
FFE=1005.00
GFE=1004.67
B20E
BLDG 12A
FFE=1005.00
GFE=1004.67
B20E
BLDG 13B
FFE=1005.00
GFE=1004.67
6G
GFE=1006.39
6G
GFE=1006.20
6G
GFE=1003.50
6G
GFE=1003.40
6G
GFE=1003.40
6GS-2
GFE=1003.10
MG-P
GFE=1003.34
CLUBHOUSE
FFE=1005.50
B20E
BLDG 6B
FFE=1007.40
GFE=1007.07
ADA
B20E
BLDG 15B
FFE=1004.30
GFE=1003.97
25' B
U
F
F
E
R
BUFFER
AVERAGING/
D/U
EASEMENT
ADA
6G
S
-
2
GF
E
=
1
0
0
5
.
4
4
ADA
ADA
ADA
ADA
ADA
JU
L
I
A
A
V
E
N
O
R
T
H
EXISTING WETLAND
NWL: 992.4
HWL: 996.5
UNDERGROUND STORAGE SYSTEM 1
FOOTPRINT = 27'x84' (60" CHAMBERS)
CHAMBER IE = 998.15
6" OUTLET IE = 998.15
21" OUTLET IE = 1001.8
HWL: 1004.14
HWL
HWL
H
W
L
PERMANENT 30' UTILITY EASEMENT
PERMANENT 30' UTILITY EASEMENT
PERMANENT 30' UTILITY EASEMENT
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
UNDERGROUND STORAGE SYSTEM 2
FOOTPRINT = 27'x200' (60" CHAMBERS)
CHAMBER IE = 997.25
6" OUTLET IE = 997.25
24" OUTLET IE = 1000.95
HWL: 1003.24
UNDERGROUND STORAGE SYSTEM 3
FOOTPRINT = 27'x212' (60" CHAMBERS)
CHAMBER IE = 995.55
6" OUTLET IE = 995.55
24" OUTLET IE = 997.85
HWL: 1001.53
UNDERGROUND STORAGE SYSTEM 5
FOOTPRINT = 27'x68' (60" CHAMBERS)
CHAMBER IE = 994.25
6" OUTLET IE = 994.25
30" OUTLET IE = 997.29
HWL: 1000.25
UNDERGROUND STORAGE SYSTEM 9
FOOTPRINT = 27'x51' (60" CHAMBERS)
CHAMBER IE = 993.75
6" OUTLET IE = 993.75
30" OUTLET IE = 996.99
HWL: 999.75
UNDERGROUND RAINWATER REUSE CISTERN 8B
FOOTPRINT = 45'x136' (60" PIPES)
CHAMBER IE = 987.20
OUTLET IE = 991.75
HWL: 992.2
UNDERGROUND FILTRATION SYSTEM 7
FOOTPRINT = 68'x82' (30" CHAMBERS)
CHAMBER IE = 997.57
60" WEIR WALL TOP = 999.33
DRAINTILE OUTLET IE = 995.07
HWL: 1001.57
UNDERGROUND FILTRATION SYSTEM 6
FOOTPRINT = 59'x96' (30" CHAMBERS)
CHAMBER IE = 1000.5
60" WEIR WALL TOP = 1002.11
DRAINTILE OUTLET IE = 998.50
HWL: 1003.5
UNDERGROUND STORAGE SYSTEM 8A
FOOTPRINT = 31'x38' (60" CHAMBERS)
CHAMBER IE = 991.75
OUTLET IE = 991.75
48" WEIR WALL TOP = 995.15
HWL: 997.27
MATCH LINE
MA
T
C
H
L
I
N
E
MATCH LINE
MA
T
C
H
L
I
N
E
SCALE IN FEET
0 #####
NORTH
Jul 26, 2019 - 12:32pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE - ADA.dwg
C3.07
ADA OVERALL
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
1.CONTRACTOR IS TO ENSURE ADA ROUTE IS COMPLIANT WITH ADA AND MINNESOTA
STATE ACCESSIBILITY CODE REGULATIONS AND IS TO NOTIFY ENGINEER IF FIELD
CONDITIONS PROHIBIT COMPLIANCE.
2.ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM
LONGITUDINAL SLOPE OF 4.5% (1:22), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM
CROSS SLOPE OF 1.5% (1:66). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING
STALL OR ACCESS AISLE SHALL BE IN 1.5% (1:66). CONTRACTOR SHALL REVIEW AND
VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING
CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY
IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN
GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR.
3.ALL TURNING LOCATIONS SHOWN SHOULD PROVIDE A MAXIMUM SLOPE OF 1.5% IN ALL
DIRECTIONS IN A 4'x4' AREA.
4.SEE PED RAMP DETAILS ON SHEET C9.09 FOR SPECIFIC PED RAMP CONSTRUCTION
REQUIREMENTS FOR USE AT ALL SIDEWALK TO PAVEMENT TRANSITIONS.
ACCESSIBILITY NOTES
PROPOSED ACCESSIBLE ROUTE
LEGEND
C3.08 C3.10 C3.12
C3.09 C3.11 C3.13
B20E
BLDG 5B
FFE=1007.50
GFE=1007.17
B20E
BLDG 4B
FFE=1007.60
GFE=1007.27
6G
GFE=1006.39
B20E
BLDG 6B
FFE=1007.40
GFE=1007.07
ADA
TC1
0
1
6
.
5
1
UNDERGROUND STORAGE SYSTEM 1
FOOTPRINT = 27'x84' (60" CHAMBERS)
CHAMBER IE = 998.15
6" OUTLET IE = 998.15
21" OUTLET IE = 1001.8
HWL: 1004.14
PERMANENT 30' UTILITY EASEMENT
UNDERGROUND STORAGE SYSTEM 2
FOOTPRINT = 27'x200' (60" CHAMBERS)
CHAMBER IE = 997.25
6" OUTLET IE = 997.25
24" OUTLET IE = 1000.95
HWL: 1003.24
MATCH LINE
MA
T
C
H
L
I
N
E
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
NORTH
Jul 26, 2019 - 12:32pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE - ADA.dwg
C3.08
ADA NORTH
WEST
C3.08 C3.10 C3.12
C3.13C3.11C3.09
B20E
BLDG 3A
FFE=1007.50
GFE=1005.17 B20E
BLDG 2B
FFE=1006.50
GFE=1006.17
B20E
BLDG 1A
FFE=1006.10
GFE=1005.77
BLDG 6B
FFE=1007.40
GFE=1007.07
6G
S
-
2
GF
E
=
1
0
0
5
.
4
4
ADA
JU
L
I
A
A
V
E
N
O
R
T
H
PERMANENT 30' UTILITY EASEMENT
UNDERGROUND FILTRATION SYSTEM 6
FOOTPRINT = 59'x96' (30" CHAMBERS)
CHAMBER IE = 1000.5
60" WEIR WALL TOP = 1002.11
DRAINTILE OUTLET IE = 998.50
HWL: 1003.5
MATCH LINE
MA
T
C
H
L
I
N
E
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
NORTH
Jul 26, 2019 - 12:32pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE - ADA.dwg
C3.09
ADA SOUTH
WEST
C3.08 C3.10 C3.12
C3.13C3.11C3.09
B20E
BLDG 8A
FFE=1007.10
GFE=1006.77
B20E
BLDG 7B
FFE=1007.00
GFE=1006.67
B20E
BLDG 9B
FFE=1005.45
GFE=1005.12
BLDG 11B
FFE=1005.00
GFE=1004.67
BLDG 10A
FFE=1005.00
GFE=1004.67
6G
GFE=1006.20
6G
GFE=1003.50
B20E
BLDG 15B
ADA
ADA
ADA
REAR 1008.8REAR 1011.3
REAR 1013.2
UNDERGROUND STORAGE SYSTEM 2
FOOTPRINT = 27'x200' (60" CHAMBERS)
CHAMBER IE = 997.25
6" OUTLET IE = 997.25
24" OUTLET IE = 1000.95
HWL: 1003.24
UNDERGROUND STORAGE SYSTEM 3
FOOTPRINT = 27'x212' (60" CHAMBERS)
CHAMBER IE = 995.55
6" OUTLET IE = 995.55
24" OUTLET IE = 997.85
HWL: 1001.53
MATCH LINE
MA
T
C
H
L
I
N
E
MATCH LINE
MA
T
C
H
L
I
N
E
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
NORTH
Jul 26, 2019 - 12:32pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE - ADA.dwg
C3.10
ADA NORTH
CENTRAL
C3.08 C3.10 C3.12
C3.13C3.11C3.09
HUDSON BLVD N
FFE=1007.00
GFE=1006.67
B20E
BLDG 1A
FFE=1006.10
GFE=1005.77
FFE=1005.00
GFE=1004.67
CLUBHOUSE
FFE=1005.50
B20E
BLDG 15B
FFE=1004.30
GFE=1003.97
25' B
U
F
F
E
R
BUFFER
AVERAGING/
D/U
EASEMENT
ADA
EXISTING WETLAND
NWL: 992.4
HWL: 996.5
HWL
HWL
H
W
L
UNDERGROUND FILTRATION SYSTEM 7
FOOTPRINT = 68'x82' (30" CHAMBERS)
CHAMBER IE = 997.57
60" WEIR WALL TOP = 999.33
DRAINTILE OUTLET IE = 995.07
HWL: 1001.57
MATCH LINE
MA
T
C
H
L
I
N
E
MATCH LINE
MA
T
C
H
L
I
N
E
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
NORTH
Jul 26, 2019 - 12:32pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE - ADA.dwg
C3.11
ADA SOUTH
CENTRAL
C3.08 C3.10 C3.12
C3.13C3.11C3.09
BLDG 9B
FFE=1005.45
GFE=1005.12
B20E
BLDG 11B
FFE=1005.00
GFE=1004.67
B20E
BLDG 10A
FFE=1005.00
GFE=1004.67
B20E
BLDG 12A
FFE=1005.00
GFE=1004.67
B20E
BLDG 13B
FFE=1005.00
GFE=1004.67
6G
GFE=1003.50
6G
GFE=1003.40
6G
GFE=1003.40
6GS-2
GFE=1003.10
MG-P
GFE=1003.34ADA
B20E
BLDG 15B
ADA
ADA
REAR 1008.8REAR 1011.3
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
UNDERGROUND STORAGE SYSTEM 5
FOOTPRINT = 27'x68' (60" CHAMBERS)
CHAMBER IE = 994.25
6" OUTLET IE = 994.25
30" OUTLET IE = 997.29
HWL: 1000.25
UNDERGROUND STORAGE SYSTEM 9
FOOTPRINT = 27'x51' (60" CHAMBERS)
CHAMBER IE = 993.75
6" OUTLET IE = 993.75
30" OUTLET IE = 996.99
HWL: 999.75
MATCH LINE
MA
T
C
H
L
I
N
E
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
NORTH
Jul 26, 2019 - 12:32pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE - ADA.dwg
C3.12
ADA NORTH
EAST
C3.08 C3.10 C3.12
C3.13C3.11C3.09
B20E
BLDG 14A
FFE=1004.30
GFE=1003.97
B20E
BLDG 10A
FFE=1005.00
GFE=1004.67
B20E
BLDG 13B
FFE=1005.00
GFE=1004.67
6GS-2
GFE=1003.10
MG-P
GFE=1003.34ADA
B20E
BLDG 15B
FFE=1004.30
GFE=1003.97
EXISTING WETLAND
NWL: 992.4
HWL: 996.5
PERMANENT 30' UTILITY EASEMENT
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
UNDERGROUND RAINWATER REUSE CISTERN 8B
FOOTPRINT = 45'x136' (60" PIPES)
CHAMBER IE = 987.20
OUTLET IE = 991.75
HWL: 992.2
UNDERGROUND STORAGE SYSTEM 8A
FOOTPRINT = 31'x38' (60" CHAMBERS)
CHAMBER IE = 991.75
OUTLET IE = 991.75
48" WEIR WALL TOP = 995.15
HWL: 997.27
MATCH LINE
MA
T
C
H
L
I
N
E
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 4020
NORTH
Jul 26, 2019 - 12:32pm - User:jbalzer L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE - ADA.dwg
C3.13
ADA SOUTH
EAST
C3.08 C3.10 C3.12
C3.13C3.11C3.09
HUDSON BLVD N
5TH STR
E
E
T
N
ADA
25' B
U
F
F
E
R
BUFFER
AVERAGING/
D/U
EASEMENTHWL
HWL
H
W
L
PERMANENT 30' UTILITY EASEMENT
PERMANENT 30' UTILITY EASEMENT
PERMANENT 30' UTILITY EASEMENT
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PE
R
M
A
N
E
N
T
3
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
MATCH LINE
MA
T
C
H
L
I
N
E
MATCH LINE
MA
T
C
H
L
I
N
E
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
CONTINENTAL
483 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WI 53051
SPRINGS AT
LAKE ELMO
LAKE ELMO,
MINNESOTA
9955 HUDSON BOULEVARD NORTH
JEB CJL
ETL
FINAL 4/12/2019
21654
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
7/26/201950475
Eric T. Luth
4/12/2019 CITY SUBMITTAL
5/1/2019 CITY PRELIMINARY
RESUBMITTAL
6/11/2019 BID SET
7/26/2019 CITY SUBMITTAL
SCALE IN FEET
0 200100
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C4.00
OVERALL
GRADING PLAN
1.PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE.
2.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL
OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB.
3.ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB
RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR
ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA
ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A
DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING
CONTRACTOR.
4.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE
CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT
PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
5.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE
SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S
PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR
THE CONSTRUCTION SITE.
6.CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S
SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE
FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.
A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:
COMPANY: INTERTEK-PSI
ADDRESS: 2915 WATERS ROAD, SUITE 112 EAGAN, MN 55121
PHONE: 651-646-8148
DATED: FEBRUARY 11, 2019
CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT.
7.CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION.
8.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE.
CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT
THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF
THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
9.REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST
ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES
SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC
WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION
STANDARDS.
11.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE.
CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN
EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALL SUBCUT CUT AREAS,
WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A
MINIMUM DEPTH OF 6 INCHES.
12.TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN
AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A
RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET
FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT
HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH
BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN
ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2.
SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED
2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1).
13.FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING
ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR
SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE
BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL
AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE
CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF
THE NEW WORK.
14.TOLERANCES
14.a.THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR
0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
14.b.THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE,
OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
14.c.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE,
OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.
14.d.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED
ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
14.e.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
15.AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL
EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.
16.CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING
CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL “SITE MAP”. CONTRACTOR SHALL COMPLY
WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY,
AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY.
17.DISTURBED AREAS WITHIN WETLAND MITIGATION SITE AND ANY DISTURBED AREAS WITHIN THE WETLAND SHALL BE RESTORED WITH
6 TO 12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROM WETLAND AREAS. SEEDING IN THE
WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE MN STATE SEED MIX 34-271, WET MEADOW SOUTH AND
WEST, OR APPROVED EQUAL. FOR STATE SEED MIXES, OATS AND WINTER WHEAT SHOULD BE SELECTED BASED ON THE TIME OF YEAR
THAT THE MIX IS BEING USED. OATS SHOULD BE INCLUDED IN MIXES IF BEING USED BETWEEN OCTOBER 15TH AND AUGUST 1ST.
WINTER WHEAT SHOULD BE USED BETWEEN AUGUST 1ST AND OCTOBER 15TH. THE SEEDING RATE IS THE SAME FOR OATS AND
WINTER WHEAT. MIX 34-271 SHOULD BE APPLIED AT 12 POUNDS PER ACRE. SEED SHALL BE WATERED UNTIL A HEALTHY STAND OF
VEGETATION IS OBTAINED.
18.FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G.
19.RETAINING WALL(S) SHALL BE CONSTRUCTED OF MODULAR BLOCK MATERIAL. CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND
LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS. THE CERTIFIED ENGINEER FOR
THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING WALL IMPROVEMENT, AND A LETTER
CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS.
20.RETAINING WALL TIE BACKS MUST NOT ENCROACH WITHIN THE UTILITY EASEMENT.
902.5
X
902
SPOT ELEVATION
CONTOUR
RIP RAP
OVERFLOW ELEV.
CURB & GUTTER
BUILDING
RETAINING WALL
PROPERTY LIMIT
EXISTINGPROPOSED
LEGEND
WETLAND LIMITS
TREELINE
STORM SEWER
SOIL BORINGS
GRADING NOTES
DRAINTILE
EOF
902.5
D
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
C4.01 C4.03 C4.05
C4.02 C4.04 C4.06