Res 2016- 68 CUP for PUD, Final Plat, Easement Vaca-Mendota Plaza, Paster PropertiesCITY OF MENDOTA HEIGHTS
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2016-68
RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR A PLANNED UNIT
DEVELOPMENT FINAL DEVELOPMENT PLAN AMENDMENT,
PRELIMINARY/FINAL PLAT, VACATION OF EXISTING DRAINAGE AND UTILITY
EASEMENTS, AND WETLANDS PERMIT AT 720-756 HIGHWAY 110
WHEREAS, Mendota Mall Associates/Paster Properties has applied for a conditional use
permit for a planned unit development final development plan amendment, preliminary/final plat,
vacation of existing drainage and utility easements, and wetlands permit requests as proposed in
Planning Case 2016-16 and described in Exhibit A; and
WHEREAS, the Mendota Heights Planning Commission held a public hearing on this
matter at their regular meeting on June 28, 2016.
NOW THEREFORE BE IT RESOLVED by the Mendota Heights City Council that the
conditional use permit for a planned unit development final development plan amendment,
preliminary/final plat, vacation of existing drainage and utility easements, and wetlands permit
requests as proposed in Planning Case 2016-16 are hereby approved with the following findings of
fact:
1. The proposed amendment to the Planned Unit Development Final Development Plan is
consistent with the Comprehensive Plan and applicable City Code requirements for such a
development.
2. The proposed project utilizes the planned unit development (PUD) zoning flexibility to
enhance development of the property without negatively impacting surrounding land uses
and natural resources.
3. Construction of the proposed high-density residential development accounts for a significant
amount of the Metropolitan Council's Year 2040 forecasted population and household
increases.
4. The proposed project is designed to minimize impacts on the wetland areas and is consistent
with the previously -approved PUD.
5. The proposed trail and pedestrian connections included as part of the proposed project will
facilitate recreational opportunities.
BE IT FURTHER RESOLVED, by the Mendota Heights City Council that the conditional
use permit for a planned unit development final development plan amendment, preliminary/final
plat, vacation of existing drainage and utility easements, and wetlands permit requests as proposed
in Planning Case 2016-16 are hereby approved with the following conditions:,
1. The applicant shall draft appropriate amendments to the existing Development Agreement
and pay all fees and securities required by approval of the proposed project, to be reviewed
by staff and the City Attorney and approved by the City Council.
2. Necessary drainage and utility easements shall be included on the Final Plat, as detetiiiined
by staff and Saint Paul Regional Water Service.
3. As part of the proposed high-density residential use, the applicant shall make at least 20
underground spaces available for visitor/guest parking.
4. The proposed commercial development shall be limited to an appropriate square footage of
restaurant space to accommodate off-street parking demand and maintain consistency with
the traffic analysis, to be included as part of the amended Development Agreement.
5. The applicant shall submit a comprehensive signage plan for the proposed multi -tenant
commercial buildings that is compliant with the applicable design standards and City Code,
to be reviewed by staff and included as part of the amended Development Agreement.
6. Rooftop mechanical units shall be of a low profile variety. All ground -level and rooftop
mechanical utilities, other than low profile rooftop units, shall be completely screened with
one or more of the materials used in the construction of the principal structure, to be reviewed
by staff and verified as part of the building permit review process.
7. Plant material shall be utilized as a screening element for building utility areas, but shall not
obstruct fire department connections or hydrants, to be reviewed by staff and verified as part
of the building permit review process.
8. All loading service, utility and outdoor storage areas shall be screened from public roads and
adjacent differing land uses. When natural materials are used as a screen, the screen shall
achieve 75% opacity year round.
9. A perfoimance bond or letter of credit shall be supplied by the applicant in an amount equal
to at least one and one-half (11/2) times the value of such screening, landscaping, or other
improvements, to be included as part of the amended Development Agreement.
10. The owner, commercial tenant and their respective agents shall be jointly and severally
responsible for the maintenance of all landscaping in a condition presenting a healthy, neat
and orderly appearance and free from refuse and debris. Plants and ground cover which are
required by an approved site or landscape plan and which have died shall be replaced as soon
as seasonal or weather conditions allow.
11. A revised Lighting Plan shall be submitted that includes proposed building lighting and any
additional lighting within the MnDOT right-of-way, to be reviewed by staff and included as
part of the amended Development Agreement.
12. The final Storm Water Modeling Report shall be signed by a currently licensed Professional
Engineer in the State of Minnesota.
13. Stream flow and corresponding culvert sizing shall be completed using Atlas 14 rainfall
quantities.
14. The required traffic report requested by MnDOT shall be signed by a currently licensed
Professional Engineer in the State of Minnesota.
15. A MnDOT Right -of -Way Access Permit shall be obtained for the proposed access to STH
110 as shown in the proposed plans and provided to the City prior to issuance of any building
permits.
16. The proposed water system shall be designed and constructed to Saint Paul Regional Water
Service (SPRWS) standards, including written approval of the design layout prior to final
City Council approval.
17. The proposed private common sanitary sewer line serving both commercial buildings shall
be placed within a drainage and utility easement equal in width to twice the depth of the
sewer pipe or a minimum of twenty (20) feet.
18. A profile (elevation) view of creek crossing depicting utility locations and separation
distance from creek culvert shall be provided and approved by SPRWS.
19. The proposed trail connection to the Mendota -Lebanon Hills Greenway Trail shall be
coordinated with Dakota County, including a written agreement prior to issuance of any
building permits.
20. A cut/fill analysis shall be provided along with final building petiuit plans denoting the
amount of material export/import expected for the complete development.
21. Proposed retaining walls in excess of four feet in height shall require engineering design to be
provided with the building permit application.
Res 2016-68 page 2
22. The applicant shall begin the work authorized by the wetlands permit within ninety (90) days
from the date of issuance of the permit, or obtain an extension as permitted by City Code.
23. The applicant shall complete the work authorized by the wetlands permit within the twelve
(12) months from the date of issuance of the permit, or obtain an extension as permitted by
City Code.
24. Building and grading permits shall be obtained from the City prior to construction
commencement.
25. All grading and construction activities as part of the proposed development shall be in
compliance with applicable federal, state, and local regulations and codes, as well as in
compliance with the City's Land Disturbance Guidance Document.
26. Drive lane access into and out of the off-street parking areas to the building's front doors
shall be unimpeded and a minimum of 20 -foot -wide clear access.
27. The radiuses on the Outlot A shall be such that fire truck turning movements are unimpeded,
to be reviewed and approved by staff.
28. The proposed underground storm water structures shall support fire equipment weight if
required to be driven over by a fire truck.
29. No Parking signs shall be posted around Outlot A and compact stalls shall be appropriately -
denoted, to be reviewed by staff and included as part of the amended Development
Agreement.
30. All applicable fire and building codes, as adopted/amended by the City, shall apply and the
buildings shall be fully -protected by an automatic fire sprinkler system.
31. The amended Development Agreement shall specifically identify the parking proposed
within the Development Plan being 106 commercial, 237 residential, including 40 visitor
spaces, and that there is a commitment on the part of the developer to live within those
numbers and that if problems emerge that they will take immediate steps to mitigate parking
problems.
32. The applicant shall provide any revised storm water calculations and plans as a result of field
changes due to soil conditions for staff review and approval prior to issuance of any building
permits.
33. The applicant shall record the Final Plat with Dakota County prior to issuance of any building
permits.
34. The applicant shall pay any required park dedication fees, as required by City Code, prior to
issuance of any building permits, to be included as part of the amended Development
Agreement.
35. Any subsequent amendments or changes to the proposed Final Development Plan will be
reviewed and processed as required by City Code.
Adopted by the City Council of the City of Mendota Heights this twentieth day of September, 2016.
ATTEST:
Lorri Smith, City Clerk
Res 2016-68
CITY COUNCIL
CITY OF 1 NDOTA HEIGHTS
San ra Krebsb . . , ayor
page 3
EXHIBIT A
Legal Descriptions
PID 27-48401-00-030
Mendota Plaza Expansion
Outlot C
PID 27-48401-01-040
Mendota Plaza Expansion
Lot 4, Block 1
PID 27-48401-01-030
Mendota Plaza Expansion
Lot 3, Block 1
PID 27-48401-01-050
Mendota Plaza Expansion
Lot 5, Block 1
Res 2016-68
page 4
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MENUONLYONLYSOUTH PLAZA DRIVEDODD ROAD (TH 149)STATE TRUNK HIGHWAY NO 110MENDOTA PLAZAWALGREENSMcDONALD'SAMOCOR
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LPONDPONDRESIDENTIALFUTURE CHILD CAREFUTURE OFFICERESTAURANTRETAIL/RESTAURANTDECKLOCATION MAPPROJECT CONTACTSNOT TO SCALEOWNERCIVIL ENGINEERSTEVE JOHNSTON, PET (612) 260-7982F (612) 260-7990ELAN DESIGN LAB, INC.901 N 3rd STREETSUITE 120MINNEAPOLIS, MN 55401LANDSCAPEARCHITECTPILAR SARAITHONG, RLAT (612) 260-7980F (612) 260-7990LAND SURVEYORDAN THURMES, LST (651) 275-8969F (651) 275-8976CORNERSTONE LAND SURVEYING, INC.6750 STILLWATER BLVD. N. SUITE 1STILLWATER, MN 55082ELAN DESIGN LAB, INC.901 N 3rd STREETSUITE 120MINNEAPOLIS, MN 55401SHEET INDEXMENDOTA PLAZAMENDOTA HEIGHTS - MINNESOTAPERMIT ISSUEAUGUST 12, 2016(REVISION 1 - SEPTEMBER 9, 2016)ELECTRICITYBUILDERS CALL LINE(800) 628-2121CABLECOMCAST BUSINESS(855) 439-8601COMCAST XFINITYXCEL ENERGYTELEPHONECENTURYLINK BUSINESS(800) 871-9244CENTURYLINKBUILDERS HOTLINE(612) 342-5123CENTER POINT ENERGYGASPAS16001PROJECT NO.SITENOT TO SCALEVICINITY MAPC0.1COVER SHEETA1.1APARTMENT BUILDING LOWER AND FIRST LEVEL PLANSA1.2APARTMENT BUILDING SECOND, THIRD AND FOURTH LEVEL PLANSA1.3APARTMENT BUILDING ELEVATIONSA1.4APARTMENT BUILDING ELEVATIONSA1.5COMMERCIAL BUILDING PLANSA1.6COMMERCIAL BUILDING ELEVATIONSC1.1CERTIFIED SURVEY 1 OF 2C1.2CERTIFIED SURVEY 2 OF 2C1.3DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC2.3SIGNAGE PLANC2.4SITE & GRADING PLAN - MnDOT RIGHT OF WAYC2.5TRAFFIC CONTROL, GENERAL NOTES & DETAILS- MnDOT RIGHT OF WAYC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC4.2STORMWATER MANAGEMENT PLANC4.3WATER LINE PROFILESC5.1PRELIMINARY PLATC5.2FINAL PLAT 1 OF 2C5.3FINAL PLAT 2 OF 2C6.1DETAILSC6.2 DETAILSC6.3 DETAILSC6.4DETAILSC6.5DETAILSC6.6DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILE1.1PHOTOMETRIC PLAN5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MN 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PASTER PROPERIES5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MN 55416AT HOME APARTMENTS616 LINCOLN AVENUEST. PAUL, MN 55102JOHN KOHLERMIKE STURDIVANTT (651) 646-7901F (612) 646-1389MIKE CASHILLLEANNA STEFANIAKT (651) 225-8227F (615) 221-033935E494521105513MARIE AVENUE WDELAWARE AVENUEDODD ROADLEXINGTON AVENUEPILOT KNOB ROADWENTWORTH AVENUE WS ROBERT TRAILMENDOTA HEIGHT RDARCHITECTPETE KEELY, AIAT (651) 472-0050COLLAGE ARCHITECTS705 RAYMOND AVENUE, SUITE 200ST. PAUL, MN 55114LAND SURVEYING, INC.CORNERSTONESuite #16750 Stillwater Blvd. N.Stillwater, MN 55082Phone 651.275.8969Fax 651.275.8976dan@cssurvey.net705 RAYMOND AVENUE #200ST. PAUL, MN 55114612-472-0050ST. PAULREGIONAL WATERUTILITYENGINEERINGT (651) 266-6270MCCARRONS CENTER1900 RICE STREETST. PAUL, MN 55113
20'-0"24'-0"20'-0"19'-0"18'-0"24'-3"20'-0"24'-0"20'-0"
174'-8"38'-0"169'-412"232'-8"
43'-8"84'-1"42'-4 5
16"206'-3316"135'-11
1
1
6"
19'-7"23'-5"20'-0"18'-0"18'-0"26'-214"20'-0"24'-0"20'-0"232'-8"66'-0"174'-8"169'-412"1
3
5
'
-
1
1
1
16"60'-07
8"32'-0"52'-1"42'-4 5
16"
7
7
'
-
2
1
2"206'-3316"14'-5"84'-1"SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:July 27, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
www.collagearch.com
MENDOTA
MENDOTA HEIGHTS, MN
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:June 13, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
MENDOTA
MENDOTA HEIGHTS, MN
FLOOR PLANS
1/32" = 1'-0"
66'-0"174'-8"174'-1112"75'-7 1
16"92'-1"42'-4 5
16"
7
7
'
-
2
12"206'-3316"244'-8"
174'-8"174'-1112"90'-1"77'-21
2
"206'-1716"129'-258"61'-7 1
16"
27'-10 5
16"33'-1012"6'-3"21'-2"9'-0"40'-4"11'-91
2"39'-101
2"66'-0"129'-258"
244'-8"
46'-101
2"6'-21
2"43'-11"33'-1012"6'-3"29'-1012"4'-0"4'-0"29'-11"6'-3"29'-1012"4'-0"244'-8"94'-0"174'-8"174'-111316"92'-1"41'-10 5
16"77'-11"206'-3316"75'-7 1
16"29'-1012"6'-3"29'-1012"43'-41
4"11'-91
2"39'-101
2"29'-11"6'-3"29'-1012"4'-0"4'-0"4'-0"4'-0"129'-258"SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:July 27, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
www.collagearch.com
MENDOTA
MENDOTA HEIGHTS, MN
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:June 13, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
MENDOTA
MENDOTA HEIGHTS, MN
FLOOR PLANS
1/32" = 1'-0"
10'-4"10'-1178"10'-1178"10'-1178"10'-118"9'-8"3'-912"1
33
1
9
10
4
8
12
7
5
11
2
9
5
10
13
3
7
8
6
13
10
9
11
8
12
3
5
6
12
11
12
1
6
4
1
3
9
10
6
8
7
13
4
3 212
64'-0"48'-10"65'-8"58'-8"13 69'-658"69'-111316"110'-4"10'-1178"10'-1178"10'-1178"10'-118"9'-8"3'-912"6
8
13
6
7
12
11
8
6
1 67'-1"3 2
2
8
7
6
3
8
1
2
2
1214
MATERIAL INDEX
1
2
3
4
5
6
7
8
9
10
11
12
FACE BRICK
STONE VENEER
DECORATIVE MASONRY VENEER
STONE SILL
CEMENT BOARD LAP SIDING #1
CEMENT BOARD LAP SIDING #2
CEMENT BOARD TRIM
PREFINISHED METAL TRIM
SYNTHETIC CLAD WINDOWS
PREFINISHED ALUMINUM RAILING
SYNTHETIC WOOD
PAINTED METAL
METAL PANEL
METAL PLANTING SCREEN
13
14
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:July 27, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
www.collagearch.com
MENDOTA
MENDOTA HEIGHTS, MN
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:June 13, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
MENDOTA
MENDOTA HEIGHTS, MN
ELEVATIONS
1/16" = 1'-0"
13
10
5
9
7
7
8
2
1
13
5
1
10
9
4
6
7
8
8
11
7
12
47'-8"13
5
10
9
10
6
7
7
13
1
22
1
3
10
1
9
4
1
1
12
8
4
3
2
10
5
4
1
6
8
8
11
345'-5"59'-1"61'-0"10'-4"10'-1178"10'-1178"10'-1178"10'-118"9'-8"3'-912"7
4
6 5132 5
6
6
56
1
5
6
10
8
6
8
11
12
13
2
2
5
10
9
12
8
8
10'-4"10'-1178"10'-1178"10'-1178"10'-118"9'-8"3'-912"MATERIAL INDEX
1
2
3
4
5
6
7
8
9
10
11
12
FACE BRICK
STONE VENEER
DECORATIVE MASONRY VENEER
STONE SILL
CEMENT BOARD LAP SIDING #1
CEMENT BOARD LAP SIDING #2
CEMENT BOARD TRIM
PREFINISHED METAL TRIM
SYNTHETIC CLAD WINDOWS
PREFINISHED ALUMINUM RAILING
SYNTHETIC WOOD
PAINTED METAL
METAL PANEL
METAL PLANTING SCREEN
13
14
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:July 27, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
www.collagearch.com
MENDOTA
MENDOTA HEIGHTS, MN
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:June 13, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
MENDOTA
MENDOTA HEIGHTS, MN
ELEVATIONS
1/16" = 1'-0"
DATE:DATE: JUN.13.2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED ARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.PETER KEELYREGISTRATION NO: 23570Collage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114CITY SUBMITTALwww.collagearch.comMENDOTAMENDOTA HEIGHTS, MNSeptember 17, 2016
DATE:September 17, 2016DATE: JUN.13.2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED ARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.PETER KEELYREGISTRATION NO: 23570Collage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114CITY SUBMITTALwww.collagearch.comMENDOTAMENDOTA HEIGHTS, MN
10
10
11
12
14
17
17
28
32
34 35 36
40
41
41
41
42
42
STATE TRUNK HIGHWAY NO. 110
A
DODD ROADSOUTH PLAZA DR
15
40
NO BUILDINGS
NO BUILDINGS
40
27
27
10
40
40
40
16
16
12 CONTACT:
PASTER PROPERTIES
John Kohler
Director of Development
2227 University Ave. W
St. Paul, MN 55114
VICINITY MAP
PAS16003
SURVPAS03
CERTIFICATE OF
SURVEY
COUNTY/CITY:
REVISIONS:
PROJECT LOCATION:
Suite #1
6750 Stillwater Blvd. N.
Stillwater, MN 55082
Phone 651.275.8969
Fax 651.275.8976
dan@
cssurvey
.net
DATE REVISION
PROJECT NO.
FILE NAMENORTH(NOT TO SCALE)
3-17-16 PRELIMINARY ISSUE
0
NORTH
80 160
4-04-16 WETLANDS
4-18-16 ALTA ISSUE
5-31-16 30' ACCESS
THERE ARE 0 VISIBLE PARKING STALLS DESIGNATED ON THIS PARCEL.
EXISTING PARKING:
THIS PROPERTY LIES WITHIN THE UNPRINTED FEMA FLOOD INSURANCE
RATE MAP NUMBER 27037C0040E.
FLOOD INFORMATION:
LEGAL DESCRIPTION:
CERTIFICATION:
To: At Home Apartments, LLC, a Minnesota limited liability company; Mendota Mall Associates -
Outlots, LLC, a Minnesota limited liability company; Commercial Partners Title, LLC; and Old
Republic National 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, 7(a), 7(b)(1), 7(c), 8, 9, 11, 16, 17, 18 and 19 of Table A thereof. The field work was
completed on March 11, 2016, and APRIL 01, 2016.
CORNERSTONE LAND SURVEYING, INC.
Dated: 4-18-16
Revised:
By :____________________________
Daniel L. Thurmes
Minnesota License No. 25718
The Commercial Partners Title, LLC, as agent for Old Republic National Title Insurance Company,
commitment having a file number of 51089 and an effective date of March 8, 2016 as listed on this
survey was relied upon for matters of record. Other easements may exist that were not shown in
this commitment and are not shown on this survey.
TABLE A NOTES:
8.SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE
FIELDWORK ARE SHOWN ON THE SURVEY.
16.NO RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR
BUILDING ADDITIONS WERE OBSERVED IN THE PROCESS OF CONDUCTING
THE FIELDWORK FOR THIS SURVEY.
17.SURVEYOR IS UNAWARE OF ANY PROPOSED CHANGES TO STREET RIGHT OF
WAY LINES.
18.WETLAND MARKERS PLACED BY A QUALIFIED SPECIALIST WERE OBSERVED IN
THE PROCESS OF CONDUCTING THE FIELDWORK AND ARE SHOWN ON THE
SURVEY.
19.PLOTTABLE OFFSITE EASEMENTS OR SERVITUDES DISCLOSED IN
DOCUMENTS PROVIDED OR OBTAINED BY THE SURVEYOR ARE SHOWN ON
SHEET 1 OF 2 SHEETS.
AREA:
(SUBJECT PROPERTY)
LOT 3 = 59,249 SQ. FT.
LOT 4 = 79,733 SQ. FT.
LOT 5 = 56,013 SQ. FT.
OUTLOT C = 21,075 SQ. FT.
TOTAL AREA = 216,070 SQ.FT./ 4.96 ACRES, MORE OR LESS
(OTHER PROPERTY LISTED IN TITLE COMMITMENT)
OUTLOT B = 22,334 SQ. FT.
OUTLOT D = 15,907 SQ. FT.
OUTLOT B AND D AREA = 38,241 SQ.FT./ 0.88 ACRES, MORE OR LESS
EASEMENT NOTES:
The following survey related exceptions appear on the Commercial Partners Title, LLC, as agent for Old Republic National Title Insurance
Company, commitment having a file number of 51089 and an effective date of March 8, 2016:
10. Easement for drainage ditch and/or storm sewer conduit or culvert, in favor of Village of Mendota Heights, as created in document
dated December 19, 1963, filed February 10, 1964, as Document No. 305366, in Book 76 of Misc., Page 71. (SHOWN ON SURVEY)
(AFFECTS SUBJECT PROPERTY)
11. Easement for passage of surface water lands for the benefit of lands to the West of premises, as created in document dated April 30,
1958, filed June 25, 1958, as Document No. 259733, in Book 265 of Deeds, Page 408. (SHOWN ON SURVEY)
12. Restricted access to Highway 110 as shown by Final Certificate dated October 13, 1959, filed November 16, 1959 in Book 72 of Misc.,
Page 233 and Quit Claim Deed dated July 19, 2005, filed August 1, 2005, as Document No. 2346152. (SHOWN ON SURVEY)
13. Easement for highway purposes, in favor of the State of Minnesota, as created in document dated January 15, 1953, filed March 16,
1953, in Book 61 of Misc., Page 504. (DOCUMENT NOT LEGIBLE) (R/W LINE AS SHOWN ON MENDOTA PLAZA EXPANSION SHOWN)
14. Restricted access to Highway 110 as shown by Quit Claim Deed dated July 25, 2005, filed September 16, 2005, as Document No.
2361485, and Quit Claim Deed dated August 4, 2005, filed September 16, 2005, as Document No. 2361486. (SHOWN ON SURVEY)
15. Obtain and record a certified copy of the resolution of the city council of the City of Mendota Heights authorizing the sale of the
following property: The Southerly 90 feet of that part of the East-Half of the Northwest Quarter of the Southwest Quarter of Section 25,
Township 28 North, Range 23 West, described as follows: Commencing at the Southwest corner of said Section 25; thence North along
the West line of said Section 25, a distance of 2634.9 feet to the West Quarter corner of said Section 25; thence East with an inside
angle of 89 degrees 57 minutes along the East-West Quarter line of said Section 25, a distance of 1021.1 feet; thence South on an
inside angle of 90 degrees 03 minutes, a distance of 54.50 feet to the point of beginning, said point begin on the South right-of-way
line, of Minnesota State Highway No. 110; thence Eat along the Highway right-of-way line, a distance of 100 feet; thence South with an
inside angle 89 degrees 58 minutes, a distance of 100 feet; thence West with an inside angle of 90 degrees 02 minutes, a distance of
100 feet; thence North with an inside angle of 89 degrees 58 minutes, a distance of 100 feet to the point of beginning.
(AREA DESCRIBED HEREIN SHOWN ON SURVEY.)
16. Subject to drainage ditch and ponding areas as shown by survey of RLK Incorporated dated March 26, 2010.
(NO RLK SURVEY PROVIDED FOR THE BENEFIT OF THIS SURVEY) (EXISTING PONDING AREAS OUTSIDE OF SUBJECT PROPERTY)
17. Easements for utilities and drainage as shown on the recorded plat of Mendota Plaza. (DOES NOT AFFECT SUBJECT PROPERTY)
18-24. (DOES NOT AFFECT SUBJECT PROPERTY)
25. Easement for drainage ditch dated September 6, 1973, filed November 29, 1973, as Document No. 426796. (TEMPORARY EASEMENT
EXPIRED DECEMBER 31, 1974)
26. Terms and conditions of and easements contained in Agreement dated September 21, 1970, filed December 4, 1970, as Document No.
378820. (AGREEMENT AND EASEMENT VACATED AND RELEASED AS DESCRIBED IN DOC. NO. 2731043 (SEE ITEM #41)
27. Easement for sewer and water, in favor of Village of Mendota Heights, as created in document dated December 31, 1973, filed May 3,
1974, as Document No. 432907. (DOES NOT AFFECT SUBJECT PROPERTY)
28. Terms and conditions of Conditional Use Permit filed November 12, 1976, as Document No. 478668. (SHOWN ON SURVEY) (AFFECTS A
PORTION OF SUBJECT PROPERTY)
29-31 EXPIRED CONDITIONAL USE PERMITS
32. Terms and conditions of City Council Resolution No. 04-30, a Resolution Approving a Minor PUD Amendment for Mendota Plaza dated
May 18, 2008, filed June 29, 2006, as Document No. 2441626. (SHOWN ON SURVEY) (AFFECTS SUBJECT PROPERTY)
33. Drainage and utility easements as shown on the plat of Mendota Heights Senior Housing Addition.
(DOES NOT AFFECT SUBJECT PROPERTY)
34. Terms and conditions of Resolution No. 09-09 approving a conditional use permit dated January 20, 2009, filed August 25, 2009, as
Document No. 2680354. (SHOWN ON SURVEY) (AFFECT SUBJECT PROPERTY)
35. Terms and conditions of Resolution No. 09-08 approving a wetlands permit dated January 20, 2009, filed August 25, 2009, as
Document No. 2680355. (SHOWN ON SURVEY) (AFFECTS SUBJECT PROPERTY)
36. Terms and conditions of Resolution No. 09-07 approving a rezoning request dated January 20, 2009, filed August 25, 2009, as
Document No. 2680356. (SHOWN ON SURVEY) (AFFECTS SUBJECT PROPERTY)
37. Easement for utilities and drainage and locations of wetlands as shown on the plat of Mendota Plaza Expansion.
(SHOWN ON SHEET 2 OF 2) (AFFECTS SUBJECT PROPERTY)
38. Subject to the following matters as shown on the survey prepared by RLK, Incorporated dated March 26, 2010:
a. Wetlands affect subject property. These wetlands are subject to federal, state and local regulation. (NO RLK SURVEY PROVIDED FOR
THE BENEFIT OF THIS SURVEY) (WETLANDS ARE OUTSIDE OF SUBJECT PROPERTY)
39. Drainage and utility easements as shown on the recorded plat of Mendota Plaza Addition.
(NO PLAT WITH THIS NAME RECORDED IN DAKOTA COUNTY, MN, SEE ITEM 37.)
40. Terms and conditions of and easements contained in Declaration of Easements, Covenants, Conditions and Restrictions dated
December 16, 2009, filed March 22, 2010, as Document No. 2720496. As amended by First Amendment to Declaration of Easements,
Covenants, Conditions and Restrictions dated May 7, 2012, filed May 25, 2012, as Document No. 2870428.
(SHOWN ON SURVEY. AFFECTS ALL OF LOTS 1-5, AND LOTS 7-8, BLOCK 1 AND OUTLOTS A-E, MENDOTA PLAZA EXPANSION) (SUBJECT
TO AND TOGETHER WITH CONDITIONS, RESTRICTIONS, EASEMENTS FOR INGRESS, EGRESS, PARKING, PEDESTRIAN ACCESS, UTILITIES,
DRAINAGE, SIGNS OVER COMMON AREAS AS SHOWN ON SITE PLAN IN SAID DOCUMENT.)(SITE PLAN IN DOCUMENT PROVIDED IS NOT
LEGIBLE)
41. Subject to Terms and conditions of Private Water Main Agreement dated September 8, 2009, filed May 19, 2010, as Document No.
2731043, by and between Mendota Mall Associates, LLP, a Minnesota corporation, the City of Mendota Heights, a Minnesota municipal
corporation, and the Board of Water Commissioners of the City of Saint Paul, a Minnesota municipal corporation. (APPROX. LOCATION
SHOWN ON SURVEY. EASEMENT DESCRIPTION NOT LEGIBLE IN DOCUMENT. AFFECTS SUBJECT PROPERTY.)
42. Subject to Terms and conditions of Planned Unit Development Agreement by and between the City of Mendota Heights and Mendota
Mall Associates, LLP, a Minnesota limited liability partnership, dated April 30, 2009, filed August 19, 2010, as Document No. 2747291.
Said Development Agreement was required by Resolution 09-29 filed March 22, 2010, as Document No. 2720495.
As amended by First Amendment to Planned Unit Development Agreement dated January 16, 2010, filed August 19, 2010, as Document
No. 2747292.
As further amended by Second Amendment to Planned Unit Development Agreement dated June 9, 2010, filed August 19, 2010, as
Document No. 2747293. (DEVELOPMENT SCHEDULE DELAYED DUE TO THE DISCOVERY AND REMEDIATION OF HAZARDOUS SUBSTANCES
ON THE PROPERTY.)
As further amended by Third Amendment to Planned Unit Development Agreement dated October 22, 2010, filed December 8, 2010, as
Document No. 2771092.
As further amended by Fourth Amendment to Planned Unit Development Agreement dated November 28, 2011, filed April 10, 2012, as
Document No. 2860812.
(SHOWN ON SURVEY) (AFFECTS SUBJECT PROPERTY)
43. Resolution 2011-106, issued by the City of Mendota Heights adopted November 22, 2011, filed December 13, 2011, as Document No.
2836289. (DOES NOT AFFECT SUBJECT PROPERTY.)
44. Terms and conditions of Resolution No. 2011-83, issued by the City of Mendota Heights adopted September 20, 2011, filed October 5,
2011, as Document No. 2822887. (DOES NOT AFFECT SUBJECT PROPERTY.)
10
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15
28
32
34
35
36
SHEET 1 OF 2
37
40
41
42
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LEGEND:
SEE SHEET 2 OF 2 FOR SYMBOL LEGEND
SURVEY NOTES:
SEE SHEET 2 OF 2 SHEETS FOR SURVEY RELATED NOTES.
SEE SHEET 2 OF 2 SHEETS FOR UNDERGROUND UTILITY RELATED NOTES.
UNDERGROUND UTILITIES NOTES:
The following Legal Description is as shown on Commercial Partners Title, LLC, as agent for Old Republic National Title Insurance Company, commitment
having a file number of 51089 and an effective date of March 8, 2016:
Parcel 1:
(subject property) Lots 3, 4 and 5, Block 1 and Outlot C, Mendota Plaza Expansion, according to the recorded plat thereof, Dakota County, Minnesota.
Abstract Property
(not included, but shown in title commitment) Outlots B and D, Mendota Plaza Expansion, according to the recorded plat thereof, Dakota County,
Minnesota
Abstract Property
Parcel 2:
Together with the benefits of easements contained in Declaration of Easements, Covenants, Conditions and Restrictions dated December 16, 2009, filed
March 22, 2010, as Document No. 2720496, as amended by First Amendment to Declaration of Easements, Covenants, Conditions and Restrictions dated
May 7, 2012, filed May 25, 2012, as Document No. 2870428.
FOR THE PURPOSES OF THIS SURVEY, THE BOUNDARY LINES OF THE SUBJECT PROPERTY ARE SHOWN TO ENCOMPASS LOTS 3, 4, AND 5, BLOCK 1, AND
OUTLOT C, MENDOTA PLAZA EXPANSION. EASEMENTS AFFECTING OUTLOTS B AND D ARE SHOWN ON SURVEY.
14
27
16
STATE TRUNK HIGHWAY NO. 110
SEE DETAIL
37
3737
37
37
3737
37
37
37
NO BUILDINGS
NO BUILDINGS
NO BUILDINGS
12 12
14
40
42
CONTACT:
PASTER PROPERTIES
John Kohler
Director of Development
2227 University Ave. W
St. Paul, MN 55114
VICINITY MAP
PAS16003
SURVPAS03
CERTIFICATE OF
SURVEY
COUNTY/CITY:
REVISIONS:
PROJECT LOCATION:
Suite #1
6750 Stillwater Blvd. N.
Stillwater, MN 55082
Phone 651.275.8969
Fax 651.275.8976
dan@
cssurvey
.net
DATE REVISION
PROJECT NO.
FILE NAMENORTH(NOT TO SCALE)
3-17-16 PRELIMINARY ISSUE
0
NORTH
40 80
UNDERGROUND UTILITIES NOTES:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL
LOCATE TICKET NUMBER 160701213. SOME MAPS WERE RECEIVED,
WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE
REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY
EXIST. OTHER UTILITIES MAY EXIST ON THIS SITE THAT WERE NOT
MARKED UP.
LEGAL DESCRIPTION:
AREA:
LOT 3 = 59,249 SQ. FT.
LOT 4 = 79,733 SQ. FT.
LOT 5 = 56,013 SQ. FT.
OUTLOT C = 21,075 SQ. FT.
TOTAL AREA OF SUBJECT PROPERTY = 216,070 SQ.FT./ 4.96 ACRES, MORE OR LESS
OUTLOT B = 22,334 SQ. FT.
OUTLOT D = 15,907 SQ. FT.
OUTLOT B AND D AREA = 38,241 SQ.FT./ 0.88 ACRES, MORE OR LESS
LEGEND:
RESTRICTED ACCESS
UNDERGROUND ELECTRIC
UNDERGROUND CABLE TV
UNDERGROUND FIBER OPTIC
UNDERGROUND TELEPHONE
OVERHEAD UTILITY
UNDERGROUND GAS
SANITARY SEWER
STORM SEWER
WATERMAIN
FENCE
CURB [TYPICAL]
CONCRETE SURFACE
BITUMINOUS SURFACE
The following Legal Description is as shown on Commercial Partners Title, LLC, as agent
for Old Republic National Title Insurance Company, commitment having a file number of
51089 and an effective date of March 8, 2016:
Parcel 1:
(subject property) Lots 3, 4 and 5, Block 1 and Outlot C, Mendota Plaza Expansion,
according to the recorded plat thereof, Dakota County, Minnesota.
Abstract Property
(not included, but show in title commitment) Outlots B and D, Mendota Plaza Expansion,
according to the recorded plat thereof, Dakota County, Minnesota
Abstract Property
Parcel 2:
Together with the benefits of easements contained in Declaration of Easements,
Covenants, Conditions and Restrictions dated December 16, 2009, filed March 22, 2010,
as Document No. 2720496, as amended by First Amendment to Declaration of
Easements, Covenants, Conditions and Restrictions dated May 7, 2012, filed May 25,
2012, as Document No. 2870428.
FOR THE PURPOSES OF THIS SURVEY, THE BOUNDARY LINES OF THE SUBJECT PROPERTY
ARE SHOWN TO ENCOMPASS LOTS 3, 4, AND 5, BLOCK 1, AND OUTLOT C, MENDOTA
PLAZA EXPANSION. EASEMENTS AFFECTING OUTLOTS B AND D ARE SHOWN ON SURVEY.
BENCHMARKS:
ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT GEODETIC
WEBSITE. SURVEY DISK 1917C WITH AN ELEVATION OF 887.61 WAS USED TO
ESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAVD 88)
1. BEARINGS ARE BASED ON THE DAKOTA COUNTY COORDINATE SYSTEM NAD 1983.
2. UNDERGROUND UTILITIES SHOWN PER GOPHER STATE ONE CALL LOCATES AND
AS-BUILTS PLANS PROVIDED BY OTHERS.
3. THERE MAY BE SOME UNDERGROUND UTILITIES; GAS, ELECTRIC, ETC. NOT SHOWN
OR LOCATED.
4.ELEVATION INFORMATION SHOWN WITHIN THE BOUNDARY LINES OF THE SUBJECT
PROPERTY WAS OBTAINED THROUGH TYPICAL FIELD SURVEY MEASUREMENTS AND IS
SHOWN ON THE SURVEY AS 1 FOOT CONTOUR INTERVALS. ELEVATION
INFORMATION SHOWN AS 2 FOOT CONTOUR INTERVALS ADJACENT TO THE SUBJECT
PROPERTY WAS DERIVED FROM LIDAR INFORMATION OBTAINED FROM THE
MINNESOTA DNR MnTOPO WEBSITE. 2 FOOT CONTOUR INTERVAL INFORMATION IS
FOR REFERENCE PURPOSES ONLY.
SURVEY NOTES:
SEE SHEET 1 OF 2 FOR THE LISTING OF SURVEY RELATED EXCEPTIONS SHOWN
WITHIN SCHEDULE B - PART II OF THE COMMERCIAL PARTNERS TITLE, LLC, AS
AGENT FOR OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY,
COMMITMENT HAVING A FILE NUMBER OF 51089 AND AN EFFECTIVE DATE OF
MARCH 8, 2016. EXCEPTIONS THAT CAN BE SHOWN GRAPHICALLY ARE SHOWN
ON SHEETS 1 AND 2 OF 2 SHEETS.
EASEMENT NOTES:
FOUND MONUMENT
SET 1/2" IRON PIPE
MARKED RLS NO. 25718
CABLE TV PEDESTAL
AIR CONDITIONER
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC PEDESTAL
ELECTRIC TRANSFORMER
LIGHT POLE
GUY WIRE
POWER POLE
GAS MANHOLE
GAS METER
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
SANITARY CLEANOUT
SANITARY MANHOLE
CATCH BASIN
STORM DRAIN
FLARED END SECTION
STORM MANHOLE
FIRE DEPT. CONNECTION
HYDRANT
CURB STOP
WATER WELL
WATER MANHOLE
WATER METER
POST INDICATOR VALVE
WATER VALVE
BOLLARD
FLAG POLE
MAIL BOX
TRAFFIC SIGN
UNKNOWN MANHOLE
SOIL BORING
SPOT ELEVATION
TRAFFIC SIGNAL
CONIFEROUS TREE
DECIDUOUS TREE
0
NORTH
10 20
DETAIL
SHEET 2 OF 2
4-04-16 WETLANDS
4-18-16 ALTA ISSUE
5-31-16 30' ACCESS
STATE TRUNK HIGHWAY NO. 110STATE TRUNK HIGHWAY NO. 110FFE=854.60±MENDOTA PLAZA47,200 SFMcDONALD'SEXISTINGRELOCATE TREESPROTECT CATCHBASINMANHOLEREMOVE STORMSTRUCTURE & PIPERELOCATELIGHT POLEPROTECT HYDRANTRELOCATE BENCHPROTECTTREE (TYP)SALVAGEHYDRANTRELOCATELIGHT POLEPROTECT LIGHTPOLEREMOVE WALKALL EASEMENT TO BE VACATE ANDALL LOTS COMBINED AND REPLATTED.PROTECTSTORMSEWERREMOVE TREEPROTECT BIKE RACKSAW CUT & REMOVEBITUMINOUSPROTECTSANITARYPIPESREMOVE & REPLACESANITARY MANHOLEPROTECTWATERMAIN &WATER VALVESREMOVE BITUMINOUSTO MAKE UTILITYCONNECTION. PATCHSTREET TO MATCHEXISTING.PROTECT STORMPIPE1REMOVE & REPLACECURB & GUTTER ASREQUIRED Know what's below. Call before you dig. RC1.3C103PAS01.DWGDEMOLITION PLAN1DEMOLITION PLAN1" = 40'DEMOLITION NOTES1.BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY TAKEN FROM SURVEY BYCORNERSTONE LAND SURVEYING, INC., STILLWATER MINNESOTA, ON MARCH 17,2016, EXPRESSLY FOR THIS PROJECT. ONE FOOT CONTOURS TAKEN FROM FIELDDATA AND TWO FOOT CONTOURS TAKEN FROM MNDNT LIDAR. ELAN DESIGN LABCANNOT GUARANTY THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TOEXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIESARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER ANDOWNER SHOULD BE IMMEDIATELY NOTIFIED.2.PROTECT ALL STRUCTURES AND LANDSCAPE NOT LABELED FOR DEMOLITIONFROM DAMAGE DURING CONSTRUCTION. ANY ON-SITE OR OFF-SITE AREASDISTURBED DIRECTLY OR INDIRECTLY DUE TO CONSTRUCTION SHALL BERETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION.CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY CIVIL PENALTIES RESULTINGFROM THEIR WORK UNDER THIS CONTRACT.3.NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON-SITE. ALL DEBRIS SHALLBE HAULED OFF-SITE TO A DISPOSAL AREA APPROVED BY APPROPRIATEGOVERNMENTAL AUTHORITIES FOR THE HANDLING OF DEMOLITION DEBRIS. WORKSITE SHALL BE LEFT IN A CONDITION THAT MINIMIZES EROSION POTENTIAL ON ANIGHTLY BASE.4.LIMIT CONSTRUCTION ACTIVITIES TO THE CONSTRUCTION LIMITS SHOWN ON THEPLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCES.5.CONSTRUCTION ENTRANCE AND SILT FENCE SHALL BE IN PLACE AS SOON ASDEMOLITION OPERATIONS ALLOW. SEE SHEETS C3.4 AND C3.5 FOR ALL EROSIONCONTROL MEASURES AND APPROPRIATE STAGING.6.PROVIDE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHERTRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION ANDSAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT THE LIFE OF THE PROJECT.EXISTING MENDOTA PLAZA TO REMAIN IN OPERATION DURING CONSTRUCTION.7.REMOVE ALL EXISTING SURFACE SITE FEATURES INCLUDING, BUT NOT LIMITED TO,CONCRETE AND BITUMINOUS PAVING, CONCRETE AND BITUMINOUS CURBING,WALKWAYS, CONCRETE APRON, SIGNAGE AND RELATED FOUNDATIONS, WITHINTHE CONSTRUCTION LIMITS UNLESS NOTED OTHERWISE.LEGENDPAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16REMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB & GUTTERREMOVE UTILITYREMOVE TREESAW CUT & MILL PAVEMENT TO PROVIDEBITUMINOUS INTERLOCKFOUND MONUMENTSET 1/2" IRON PIPEMARKED RLS NO. 25718LIGHT POLESANITARY MANHOLECATCH BASINSTORM DRAINFLARED END SECTIONSTORM MANHOLEHYDRANTPOST INDICATOR VALVEWATER VALVECONIFEROUS TREEDECIDUOUS TREE>>I>xxSANITARY SEWERSTORM SEWERWATERMAINFENCECURB [TYPICAL]CONCRETE SURFACE
DODD ROAD (TH 149)SOUTH PLAZA DRIVEDRIVETHRUDRIVETHRUDRIVETHRUDRIVETHRU
MENUONLYONLYSTATE TRUNK HIGHWAY NO. 110OVERLOOKOP
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RETAIL/RESTAURANTRESIDENTIALPOOLMENDOTA PLAZAWALGREENSEXISTINGSTORM WATER PONDLANDSCAPEPONDMCDONALD'SAMOCOFUTURE3 STORY OFFICEFUTURE CHILD CAREU
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FUTURE UNDERPASS &TRAIL BY DAKOTA COUNTYEXISTINGSTORM WATER PONDSURFACEINFILTRATIONBASINPHASE 2BUILDING CONSTRUCTION(SITE TO BE PREPARED WITH PHASE 1)LOT 1 BLOCK 1OUT
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LOT 1 BLOCK 2OUTLOT BUNDERGROUND RATECONTROL BASIN11C2.0C200PAS01.DWGOVERALL PUDSITE PLAN1OVERALL PUD SITE PLAN1" = 60'PUD SUMMARYPAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/161
RESTAURANT6,000 +/- SF.RETAIL/RESTAURANT4,860 +/- SF.RESIDENTIAL4 STORIES41,316 SF. (139 UNITS)FFE=854.60±MENDOTA PLAZA47,200 SFMcDONALD'SEXISTINGDECK1,800 +/- SF.TRASH
MENUONLYONLYGRAVITY LARGE BLOCKRETAINING WALL(UNREINFORCED)1C6.1B612 CURB &GUTTER (TYP.)3HC2HC7C19C22S
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R30'R107'R40'D412 CURB & GUTTER(TYP)12C6.1SIDEWALKJOINT (TYP.)REPLACE CURB & GUTTERAS REQUIREDPATCH STREETAS REQUIRED1C2.1C201PAS01.DWGSITE PLAN1SITE PLAN1" = 40'SITE PLAN NOTES1.DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIORFACE OF BUILDING UNLESS NOTED OTHERWISE.2.MEET AND MATCH EXISTING CONDITIONS. PROVIDE TRANSITION ASNECESSARY.3.ON-SITE CURB TO BE B612 CONCRETE CURB & GUTTER AND RIBBON CURB.4.ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT A MAXIMUM OF 100'-0" ANDCONTROL JOINTS AT A MAXIMUM OF 10'-0".5.ALL PARKING STALLS TO BE PAINTED WITH A 4" WIDE WHITE STRIPING.ACCESSIBLE SYMBOLS TO BE PAINTED IN WHITE AND ACCESSIBLE ACCESSAISLES TO BE PAINTED WITH A 4" WIDE WHITE PAINTED STRIPE 18 INCHES ONCENTER AND AT 45 DEGREE ANGLES TO STALL, WITH 'NO PARKING' MARKED.REFLECTORIZED PAINT SHALL COMPLY WITH MNDOT 3592.LEGENDPERVIOUS AREACONCRETE PAVEMENTPAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16SITE AREA216,069 SF. (4.96 AC.)LOT 1 BLOCK 1 RETAIL/ RESTAURANT88,919 SF. (2.04 AC.)BUILDINGS 10,860 SF. (12%)DECK*/ WALK/ PARKING46,277 SF. (52%)(*DECK COUNTED AS PERVIOUS IN STORM CALCULATION)TOTAL IMPERVIOUS 57,137 SF. (64%)PERVIOUS31,782 SF. (36%)PROPOSED OPEN/ GREEN SPACE 36% (REQUIRED 25% MIN.)PARKING LOT LANDSCAPE AREA 2,892 SF. / 37,326 SF. PARKING LOT AREA 7.7% (REQUIRED 5% MIN.)PROPOSED PARKING106 STALLS5 - 8'X18' ACCESSIBLE STALLS12 - 9'X20' STALLS46 - 9'X18' STALLS43 - 8.5'X18' COMPACT STALLSLOT 1 BLOCK 2 HOUSING96,043 SF. (2.20 AC.)BUILDINGS (139 UNITS)41,316 SF. (43%)WALK/ PARKING25,071 SF. (26%)TOTAL IMPERVIOUS 66,387 SF. (69%)PERVIOUS29,656 SF. (31%)PROPOSED OPEN/ GREEN SPACE 31% (REQUIRED 25% MIN.)PARKING LOT LANDSCAPE AREA 253 SF. / 8,153 SF. PARKING LOT AREA3.1% (REQUIRED 5% MIN.)PROPOSED PARKING237 STALLS2 - 8'X18' SURFACE ACCESSIBLE STALLS18 - 9'X18' SURFACE STANDARD STALLS197 - 9'X18' ENCLOSED STALLS20 - 9'X18' TANDEM STALLSOUTLOT A30,838 SF. (0.71 AC.)WALK/ STREET20,025 SF. (65%)PERVIOUS10,813 SF. (35%)OUTLOT B269 SF. (0.01 AC.)PERVIOUS269 SF. (100%)PROJECT SUMMARY111
ACCESSIBILITYCURB RAMP (TYP.)12C6.1OUTDOOR BENCH(TYP)OUTDOOR BENCH(TYP)R2'R5'R5'R2'R2'5.67'6'R8'6'6'10'RETAINING WALL, STRUCTURALDESIGN BY OTHERS4' ORNAMENTALFENCE (TYP.)15C6.1PET WASTESTATIONRAILING(TYP.)MODULAR BLOCKRETAINING WALLR2'RETAINING WALL,STRUCTURALDESIGN BY OTHERSR16.73'12C6.1OUTDOOR BENCH(TYP)VINYL PERGOLA6" LANDSCAPECURB6" LANDSCAPECURBOUTDOOR BENCH(TYP)3.5'10.5'6'10'32'23'6'10.5'33.46'6.17'50'ACCESSIBILITYCURB RAMP (TYP.)TRITON SYSTEMUNDERGROUNDSTORM WATERBASINPET WASTESTATIONBIKE RACK (TYP.)16C6.16'6'20'6'MENUONLYONLYFRONT WHEELENVELOPEREAR WHEELENVELOPEPATH CENTERLINEROTUNDA AREA HAS SURMOUNTABLECURBS AND PAVEMENT DESIGNED FORTRUCK TRAFFIC WEIGHT.C2.2C202PAS01.DWGENLARGED SITE PLAN1ENLARGED SITE PLAN1" = 20'SITE PLAN NOTES1.SEE SHEET C2.1 FOR SITE PLAN NOTES AND LEGEND.PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/162ENLARGED SITE PLAN1" = 20'3TRUCK CIRCULATION PLAN1" = 40'1
FFE=854.60±MENDOTA PLAZA47,200 SFMcDONALD'SEXISTINGMENUONLYONLYSTATE TRUNK HIGHWAY NO. 110'STOP' SIGN'STOP' SIGN'DO NOT ENTER' 'ONE WAY' SIGN'STOP' SIGN'STOP' SIGNACCESSIBILITYSIGNACCESSIBILITYSIGNRESIDENTIALMONUMENTSIGNCOMMERCIALPYLON SIGN'STOP' SIGN'RIGHT TURN ONLYNO ACCESS TOTH 110' SIGN'YIELD TO PEDESTRIANIN CROSSWALK' SIGN'YEILD TO PEDESTRIANIN CROSSWALK' SIGNACCESSIBILITYSIGN'YIELD TO PEDESTRIANIN CROSSWALK' SIGNDRIVE-THRUSIGN'STOP' SIGN'STOP' SIGNMENU BOARD'NO RIGHT TURN' SIGN'NO ACCESS TO TH 110' SIGNRESTAURANTRETAIL/RESTAURANTRESIDENTIAL'LEFT TURN ONLYNO ACCESS TOTH 110' SIGN'DO NOT ENTER'SIGN'NO OUTLET'SIGN'TO TH 110'RIGHT ARROWSIGN1'YIELD TO PEDESTRIANIN CROSSWALK' SIGN1C2.3C203PAS01.DWGSIGNAGE PLAN1SIGNAGE PLAN1" = 40'PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16NOTES1.SEE ARCHITECTURAL DRAWINGS FOR BUILDING SIGNAGE.2.ALL TRAFFIC CONTROL DEVICES TO CONFORM WITH "MINNESOTAMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD)
MENUONLYONLYSTATE TRUNK HIGHWAY NO. 110B15:1 TAPERRETAIL/ RESTAURANT4,860 +/- SF.FFE 850.5TRASHRESTAURANT6,000 +/- SF.FFE 850.04" SOLID WHITESTRIPINGBITUMINOUS TURN LANESEE DETAIL 3/C2.5TURN ARROW1.5' WIDE GRAVEL SHOULDERSEE DETAIL 3/C2.5MATCH EXISTINGLANE STRIPINGBEGIN TAPEREND TAPERMILL 2' OF EXISTING PAVEMENT ATINTERFACE. SEE DETAIL 4/C2.513'4" YELLOW STRIPINGMATCH EXISTINGBITUMINOUS SHOULDERAND PAVEMENT EDGEMATCH EXISTINGBITUMINOUS SHOULDERAND PAVEMENT EDGEBEGIN RIGHT TURN LANE STRIPING4" SOLID WHITE LINE1.5' WIDE GRAVELSHOULDERSEE DETAIL 3/C2.5MATCH EXISTING LANE STRIPINGBECD180'260'W-BEAM GUARDRAILMNDOT STANDARD PLATE8307S1R8
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%16020SCALE IN FEETC2.4C201PAS01.DWGSITE & GRADING PLAN -MnDOT RIGHT OF WAY1SITE PLAN - MnDOT RIGHT OF WAY1" = 20'PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/162GRADING PLAN - MnDOT RIGHT OF WAY1" = 20'LEGEND:CSIGNAGE KEYNOTE - SEE SHEET C2.5855.10SPOT ELEVATIONTRAFFIC SIGN
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TRASH 350'700'700'750'750'750'RIGHTTURNLANE30"x30"MERGERIGHTLANECLOSEDW9-1R36"x36"36"x36"ROADWORKAHEADW20-136"x36"750'750'RIGHTLANECLOSEDW9-1R36"x36"W4-2R36"x36"ROADWORKAHEADW20-136"x36"TEMPORARY 4" WIDESOLID STRIPE ALONGLANE CLOSURE TAPERCOVER CONFLICTINGPAVEMENT MARKINGSWITH TEMPORARY BLACKPREFORMED TAPE50' MAX (TYP)TEMPORARY 4" WIDESOLID STRIPE ALONGTURN LANE TAPERROADWORKAHEADW20-136"x36"32
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)NOT TO SCALETO SCALEBEGIN WORK ZONEEND WORK ZONE100'WORK ZONE124080SCALE IN FEETC2.5C201PAS01.DWGTRAFFIC CONTROL, GENERALNOTES, AND DETAILS -MnDOT RIGHT OF WAY1TRAFFIC CONTROL PLAN - MnDOT RIGHT OF WAY1" = 80'PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/1630"x30"R3-7RABENCHMARKGENERAL INFORMATION:THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION ANDINSPECTION. THE CONTRACTOR WILL PLACE NECESSARY SPOTTING AT APPROPRIATE POINTS TO PROVIDE HORIZONTALCONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS,PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED.EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATEENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN, OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE ATTHE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS.A TOLERANCE OF 14 INCH UNDER OR 14 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THEVARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAYVARY UP TO ONE-HALF FOOT FROM THE SPECIFIED LENGTHS PROVIDED. THE OVER AND UNDER VARIATIONS AREREASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH.MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALLNOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THEPLANNED DIMENSIONS.EPOXY:THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. PAVEMENTCLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON-METALIC) OR AS RECOMMENDED BYTHE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACESSHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENTS AND/OR LAITANCE. ON LOW SPEED (SPEEDLIMIT 35 MPH OR LESS) URBAN PORTLAND CEMENT CONCRETE ROADWAYS SANDBLAST CLEANING SHALL BE USED FORALL EPOXY PAVEMENT MARKINGS.THE EPOXY MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEADS SHALL BEAPPLIED IMMEDIATELY AFTER APPLICATION OF THE EPOXY RESIN LINE TO PROVIDE AN IMMEDIATE NO-TRACK SYSTEM.THE EPOXY RESIN LINE 4" WIDE AND 15 MIL THICKNESS (WET) REQUIRES AN APPLICATION RATE OF ONE (1) GALLON OFCOMPONENTS FOR 320 FEET OF LANE. GLASS BEADS SHALL BE APPLIED AT A POUND PER GALLON RATE SUFFICIENT TOACHIEVE AN ACCEPTABLE NO-TRACK SYSTEM.OPERATIONS SHALL BE CONDUCTED ONLYL WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50 DEGREES ORGREATER.PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS.POLY PREFORM INLAY APPLICATION:MAT TEMPERATURE SHALL BE CHECKED USING A THERMOMETER TO MAKE SURE THE INLAY IS BEING DONE IN THE PROPERTEMPERATURE RANGE. THE TEMPERATURE SHOULD MEASURE BETWEEN 150° (ASPHALT FIRM ENOUGH TO WALK ON) AND 120°FAHRENHEIT. APPLICATION BELOW 120° MAY NOT GET A PROPER INLAY. INLAYS ARE NOT RECOMMENDED AFTER SEPTEMBER 15th,AS THE ASPHALT COOLS TOO FAST AT THIS TIME OF YEAR.NO PRIMERS ARE USED FOR INLAY APPLICATION DO NOT INSTALL LANE LINES ON AN ASPHALT SEAM. ROLLING ALL THE MARKINGSHOULD BE LENGTHWISE IN THE DIRECTION THEY WERE LAID. FOR CROSSWALKS AND STOP BARS, INITIAL TAMPING WITH THETAMPING CART IS RECOMMENDED USING ONLY 100 LBS. OF WEIGHT.USE COMPACTION ROLLER TO EMBED (INLAY) MARKINGS INTO PAVEMENT SURFACE. USE MINIMUM SPEED AND WATER ON ROLLER.DO NOT USE VIBRATOR. IF MARKING BUCKLES OR DISTORTS SEVERELY IN FRONT OF ROLLER, MAT TEMPERATURE OR ROLLERSPEED MAY BE TOO HIGH.POLY PREFORM GROOVED APPLICATIONS:CONCRETE PAVEMENT SURFACES AND BITUMINOUS PAVEMENT SURFACES WHERE PAVEMENT MARKINGS CANNOT BE INLAID INTHE HOT MAT SHALL BE GROOVED FOR THE INSTALLATION OF DURABLE REFLECTORIZED PAVEMENT MARKINGS. SEE SPECIALPROVISIONS.PAINT:AT THE TIME OF APPLYING THE MARKING MATERIAL, THE APPLICATION AREA SHALL BE FREE OF CONTAMINATION. THECONTRACTOR SHALL CLEAN THE ROADWAY SURFACE PRIOR TO THE LINE APPLICATION IN A MANNER AND TO THE EXTENTREQUIRED BY THE ENGINEER.GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE PAINT LINE. EXCEPT WHEN USED AS A TEMPORARYMARKING.PAVEMENT MARKINGS SHALL ONLY BE APPLIED IN SEASONABLE WEATHER WHEN AIR TEMPERATURE IS 50° OR HIGHER AND SHALLNOT BE APPLIED WHEN THE WIND OR OTHER CONDITIONS CAUSE A FILM OF DUST TO BE DEPOSITED ON THE PAVEMENT SURFACEAFTER CLEANING AND BEFORE THE MARKING MATERIAL CAN BE APPLIED.THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTEDPAVEMENT SURFACES UNLESS ADEQUATE PROVISIONS ARE MADE TO PREVENT SPILLAGE OF MATERIAL.12' TURN LANEEDGE STRIPING 6" MAXMIN. 3" TOPSOIL 1 61.5'SUBGRADE1.5% SLOPEEXISTING HIGHWAYBITUMINOUS INTERLOCKSEE 4/C2.55BITUMINOUS PAVEMENT SECTION - TURN LANENO SCALE2.0" TYPE SP 12.5 BITUMINOUS WEARINGCOURSE (4,E) SPWEB440E)6.0" AGGREGATE BASE CL 6 (CV)(MNDOT 2211)COMPACTED SUBGRADE2.0" TYPE SP 12.5 BITUMINOUS WEARINGCOURSE (4,E) SPWEB440E)8.0" AGGREGATE BASE CL 4 (CV)(MNDOT 2211)2.5" TYPE SP 12.5 BITUMINOUS NON-WEARINGCOURSE (4,B) SPNWB430B)SAW CUT ALL EDGES. REMOVE BITUMINOUS AND ENOUGH AGGREGATE BASE MATERIAL TOACCOMMODATE NEW PAVEMENT.MILL 1/2 THICKNESS OFEXISTING PAVEMENT2'WEAR COURSENON-WEAR COURSEAGGREGATE BASESAW CUTNEW PAVEMENTNOTESTACK COAT ALL EDGES4BITUMINOUS INTERLOCK AT MATCH LINENO SCALE2SIGNAGE LEGENDNO SCALE3TURN LANE SECTIONNO SCALEBITUMINOUSPAVEMENT SECTIONSEE 5/C2.510' MIN 13TIE TO EXIST. GRADE24"x24"R3-230"x30"R5-1CB30"x30"R1-1DCONSTRUCTION TIMETABLERIGHT TURN LANE EXPANSION1. TEMPORARY TRAFFIC CONTROL INSTALLATIONSAWCUT EXISTING BITUMINOUS PAVEMENTREMOVAL OF EXISTING SHOULDER2. EXCAVATION, PLACEMENT AND GRADING OF SUBGRADE3. CLASS V PLACEMENT, BITUMINOUS ASPHALT PAVING4. SIGNAGE/STRIPINGTOTAL CONSTRUCTION TIME1 WEEK1 WEEK1 WEEK1 WEEK4 WEEKSELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK 1917C WITH AN ELEVATION OF887.61 WAS USED TO ESTABLISH VERTICAL CONTROL.E24"x24"R3-1
MEET & MATCHEXISTING CURB & GUTTERMENUUNDERGROUNDRATE CONTROL BASININV 832.02 - YR 833.710 - YR 835.1100 - YR 838.8UNDERGROUNDINFILTRATION BASINBOTTOM 834.0OUTLET 837.2VOLUME AT OUTLET 12,115SURFACE AREA 5,350 SFSE INFILTRATION BASINBOTTOM 838.0OVERFLOW 839.6STORAGE 930 CFHWL 839.9851855
857855860840840846850860842840854853852851850849848847846845844843845850
85
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852851853848RESIDENTIAL4 STORIESSUB PARKING FFE 842.0PARKING FFE 851.331st FLOOR FFE 862.66RESTAURANTFFE 850.0RETAIL/RESTAURANTFFE 850.5848847846854
85
1 846848846842846848845844854846LANDSCAPE PONDWITH FOUNTAINBTM 828.0NWL 832.0836838840830832834828 834836832830828ONLYONLY850 848847850852FUTURE 10' TRIALBY DAKOTA COUNTYFUTURE 10' BITUMINOUSTRAIL CONNECTION10'MEET & MATCHEXISTING CURB & GUTTERMODULAR BLOCKRETAINING WALLWETLAND IMPACT0.058 AC. - SEE NOTE8C6.1CONCRETE PAVEMENTSECTION (TYP.)9C6.1CONCRETEWALKWAYSECTION (TYP.)7C6.1BITUMINOUSPAVEMENTSECTION (TYP.)6C6.1HEAVY DUTYBITUMINOUSPAVEMENT SECTION(TYP)STATE TRUNK HIGHWAY NO. 110MODULAR BLOCKRETAINING WALL(TYP.)DECK13C6.5OVERFLOW(TYP.)MINIMIZE DAMAGE.PATCH STREET TOMATCH EXISTING1 Know what's below. Call before you dig. RC3.1C301PAS01.DWGGRADING PLAN1GRADING PLAN1" = 40'GRADING NOTES1.ONE FOOT CONTOURS BASED ON FIELD TOPOGRAPHIC SURVEY, TWO FOOT CONTOURS FROM MnDNR MnTOPO WEB SERVICE.2.VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUNDTHAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED.3.ALL WORK TO COMPLY WITH CURRENT MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION UNLESSNOTED.4.FOLLOW ALL RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT BY BRAUN INTERTEC DATED JANUARY 28, 2009.5.ALL UNDOCUMENTED FILL, AND TOPSOIL SHALL BE REMOVED FROM WITHIN THE PROPOSED BUILDING PAD. A GEOTECHNICAL ENGINEER OR THEIR DESIGNATEDREPRESENTATIVE SHALL OBSERVE THE PROJECT EXCAVATIONS TO VERIFY THAT UNSUITABLE MATERIALS HAVE BEEN PROPERLY REMOVED FROM PROPOSEDSTRUCTURAL AREAS, THAT ADEQUATE BEARING SUPPORT IS PROVIDED BY THE EXPOSED SOILS AND THAT STRUCTURAL FILL IS PLACED APPROPRIATELY. THEEXPOSED SOIL AT THE BASE OF FOOTINGS SHALL BE COMPACTED TO 98 PERCENT PROCTOR DRY DENSITY (ASTM D698). IF SOIL CORRECTION IS REQUIRED ITSHALL EXTEND 3 FEET OUTSIDE OF THE PAVEMENT OR BUILDING LIMITS PLUS ONE FOOT HORIZONTAL FOR EVERY VERTICAL FOOT OF CORRECTION.6.ON-SITE NON-ORGANIC NON-SILT SOIL IS GENERALLY SUITABLE FOR STRUCTURAL FILL. SILTY OR ORGANIC SOILS SHALL NOT BE USED FOR STRUCTURAL FILL.PLACEMENT OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN OR ENGINEER TO VERIFY THAT PROPER COMPACTIONHAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED (DRIED OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURECONDITIONED ENGINEERED FILL SHALL BE PLACED AND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL SHOULD BE COMPACTED BYLARGE VIBRATORY EQUIPMENT UNTIL THE IN-PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THE FOLLOWINGTABULATION.TYPE OF CONSTRUCTION COMPACTION CRITERIA MOISTURE CONTENT VARIANCE FROM OPTIMUM(% RESPECTIVE PROCTOR)NON-ENGINEERED FILL (GREEN SPACE) 90 ENGINEERED FILL BELOW FOUNDATIONS 98 ENGINEERED FILL BELOW FLOOR SLABS 95 ENGINEERED FILL PLACED AS PAVEMENT100 AGGREGATE BASEENGINEERED FILL PLACED MORE THAN 3 FEET 95BELOW PAVEMENT AGGREGATE BASE ENGINEERED FILL PLACED IN UPPER 3 FEET 100BELOW PAVEMENT AGGREGATE BASEUTILITY TRENCHES95 7.SIDEWALLS SHALL BE BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS AND STABILITY FOR ENGINEERED FILL PLACEMENT. THE CONTRACTOR ISSOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSORESPONSIBLE FOR NAMING THE “COMPETENT INDIVIDUAL” AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER - OSHA).8.THE CONTRACTOR SHALL PROTECT THE SUBGRADE FROM INCLEMENT WEATHER TO MAINTAIN STABILITY. FOLLOWING REMOVAL OF TOPSOIL, PAVEMENT, ANDANY UNSUITABLE SOILS, THE RESULTING SUBGRADE SHOULD BE SCARIFIED AND RE-COMPACTED TO A DEPTH OF 12 INCHES. A PROOFROLL TEST SHOULD THENBE PERFORMED TO DETERMINE SOFT OR UNSTABLE SUBGRADE AREAS. IF RUTTING OR LOCALIZED UNSTABLE SUBGRADE AREAS ARE OBSERVED, THOSE AREASSHOULD BE SUBCUT, MOISTURE-CONDITIONED, AND RE-COMPACTED OR REMOVED TO A STABLE DEPTH. THE PROOF ROLL SHOULD BE PERFORMED WITH ATANDEM AXLE DUMP TRUCK LOADED TO GROSS CAPACITY (AT LEAST 20 TONS). ACCEPTANCE CRITERIA OF THE PROOF ROLL SHALL BE LIMITED TO RUTFORMATION NO MORE THAN ONE INCH (1”) DEPTH (FRONT OR REAR AXLES) AND NO PUMPING (ROLLING) OBSERVED DURING THE VISUAL INSPECTION. PROOFROLL TESTS SHOULD BE OBSERVED BY AN EXPERIENCED TECHNICIAN OR ENGINEER PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE TO VERIFY THESUBGRADE WILL PROVIDE ADEQUATE PAVEMENT SUPPORT.9.SEE STRUCTURAL PLANS BY NELSON-RUDIE & ASSOCIATES FOR PILE LOCATIONS AND RETAINING WALL DESIGN.10.PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT2.0" BITUMINOUS WEAR (MNDOT 2360)WEARING COURSE MIXTURE (2,B) SPWEA240E)TACK COAT (MNDOT 2357)2.0" BITUMINOUS NON-WEAR (MNDOT 2360 TYPE 12.5NON-WEARING COURSE MIXTURE (2,B) SPNWA230E)10" AGGREGATE BASE (MNDOT 3138 CL5 OR CL7)COMPACTED SUBGRADE BITUMINOUS PAVEMENT1.5" BITUMINOUS WEAR (MNDOT 2360)WEARING COURSE MIXTURE (2,B) SPWEA240E)TACK COAT (MNDOT 2357)1.5" BITUMINOUS NON-WEAR (MNDOT 2360 TYPE 12.5NON-WEARING COURSE MIXTURE (2,B) SPNWA230E)8" AGGREGATE BASE (MNDOT 3138 CL5 OR CL7)COMPACTED SUBGRADE11.CONCRETE MIX NO. 3A32 (MNDOT 2461) SHALL BE USED FOR HAND PLACED FORMED CURB AND GUTTER, MEDIANS, DRIVEWAYS, CROSS GUTTERS, SIDEWALKS,PEDESTRIAN RAMPS AND MEDIANS. CONCRETE MIX NO. 3A22, MNDOT SPECIFICATION 2461) SHALL BE USED FOR AN EXTRUSION MACHINE PLACEMENT OFCONCRETE. IN THE PRODUCTION OF CONCRETE, AN AIR ENTRAINING AGENT SHALL BE ADDED TO THE MIX ACCORDING TO MNDOT 2461.4.12.FORM COATING MATERIAL SHALL MEET MNDOT 3902. CONCRETE INSTALLATION SHALL CONFORM WITH MNDOT 2531.13.SITE CONCRETE FINISHING - CONCRETE SHALL BE STRUCK TRUE TO CROSS SECTION AS SHOWN ON THE PLANS. NO ADDITIONAL WATER MAY BE ADDED TO AID INTHE FINISHING PROCESS. A LIGHT BROOM FINISH WILL BE REQUIRED AT RIGHT ANGLES TO THE CENTER LINE ON ALL CONCRETE WORK UNLESS DIRECTEDOTHERWISE. ALL EXPOSED EDGES AND JOINTS IN CURB,GUTTER, SIDEWALK AND STEPS SHALL BE ROUNDED WITH A SUITABLE EDGING TOOL. BEFORE FINALFINISHING, THE CONTRACTOR SHALL CHECK THE CONCRETE WITH A TEN (10) FOOT STEEL STRAIGHT EDGE TO ENSURE THERE IS NO VARIATION GREATER THAN3/16”FROM THE STRAIGHT EDGE ON TANGENT LINES OR GRADES. IF DEVIATIONS GREATER THAN 3/16” ARE FOUND THE WORK WILL BE CONSIDERED ASUNACCEPTABLE AND WILL BE REQUIRED TO BE REMOVED AND REPLACED AT NO EXPENSE TO THE OWNER.14.CONCRETE CURING SHALL BE PERFORMED BY APPLYING A MEMBRANE CURING COMPOUND (TYPE 2, WHITE PIGMENTED, MNDOT 3754) TO THE EXPOSEDSURFACE OF THE CONCRETE WITHIN ONE (1)HOUR AFTER FINISHING THE CONCRETE SURFACES. WHEN THE FORMS ARE REMOVED IN LESS THAN 72 HOURSAFTER PLACING THE CONCRETE, THE CURING COMPOUND SHALL BE APPLIED IMMEDIATELY TO THE EXPOSED SURFACES, OR THE TRENCHES SHALL BEBACKFILLED IMMEDIATELY WITH SUITABLE BACKFILL MATERIAL. THE RATE OF APPLICATION OF CURING COMPOUND SHALL BE 150 SQUARE FEET PER GALLON.THE COMPOUND SHALL APPEAR AS WHITE AS A SHEET OF PAPER AFTER APPLICATION ON THE CONCRETE SURFACE.15.PREFORMED EXPANSION JOINTS SHALL MEET MNDOT 3702, AND SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: AT THE BEGINNING AND END OF ALL CURBAND GUTTER RADII. WHERE NEW CONCRETE SURROUNDS, ADJOINS, OR ABUTS ANY EXISTING FIXED OBJECTS SUCH AS FIRE HYDRANTS, BUILDING FOUNDATIONS,CONCRETE DRIVEWAYS, SIDEWALKS, AND OTHER RIGID STRUCTURES. AFTER EACH LOAD OF CONCRETE WHEN PLACING CURB AND EVERY 100 FEET WHENPLACING SIDEWALK. CONTRACTION JOINTS WILL NOT BE SEALED BUT WILL BE REQUIRED AT A SPACING OF 10 FEET ON CURB AND GUTTER AND ON SIDEWALKCONSTRUCTION AS SHOWN ON THE PLAN. CONTRACTION JOINTS WILL BE CUT TO A DEPTH 1/3 THE THICKNESS OF THE CONCRETE, SURFACE AND BACK OF ALLCURBS. CONTRACTION JOINTS SHALL BE PLACED SO THAT NO SLAB IS LARGER THAN 100 SQUARE FEET IN AREA. THE CONTRACTOR IS RESPONSIBLE FORCONSTRUCTING CONTRACTION JOINTS THAT PREVENT CONCRETE FROM CRACKING AT OTHER LOCATIONS.16.CONCRETE TESTING INCLUDING SLUMP, AIR ENTRAINMENT, TEMPERATURE AND COMPRESSIVE STRENGTH SHALL BE PERFORMED ON THE FIRST LOAD OF THEDAY FOR ALL CONCRETE POURS OF AT LEAST 4 CUBIC YARDS. AN ADDITIONAL TEST SHALL BE PERFORMED FOR EACH 100 CUBIC YARDS OR PORTION THEREOF.17.AGGREGATE BASE FINAL SHAPING AND COMPACTION OF THE AGGREGATE BASE SHALL BE DONE JUST PRIOR TO CONSTRUCTION OF THE PLANT MIX BITUMINOUSSURFACE. THE FINISHED SURFACE OF THE BASE SHALL SHOW NO VARIATION GREATER THAN 1/2 INCH FROM A TEN (10) FOOT STRAIGHT EDGE.18.PLANT MIXED BITUMINOUS MIXTURE SHALL BE SPREAD WITHOUT SEGREGATION, AT THE SPECIFIED RATE TO THE CROSS SECTION SHOWN IN THE PLANS ANDPER MNDOT 3151.19.THE THICKNESS OF EACH BITUMINOUS COURSE SHALL BE WITHIN 1/4 INCH OF THE THICKNESS AS SHOWN ON THE PLANS. THE TOTAL THICKNESS OF ALLBITUMINOUS COURSES SHALL BE WITHIN 1/2 INCH.20.ADJUST ALL SURFACE COURSES TO NOT GREATER THAN ” ABOVE ADJACENT CURB FRONT EDGES WHERE WATER FLOWS TO CURB, AND FLUSH WHERE WATERFLOWS AWAY FROM CURB, OR ” ABOVE MANHOLE FRAMES, VALVE BOXES OR OTHER FIXED STRUCTURES.21.PRIOR TO CONSTRUCTING THE BITUMINOUS BINDER AND/OR WEARING COURSES, THE CONTRACTOR SHALL SWEEP THE PARKING LOT. THE SWEEPER SHALL BE ASELF-PROPELLED PICK-UP (WITH WATER) SWEEPER. A SIDE-THROW SWEEPER WILL NOT BE ALLOWED.22.TACK COAT SHALL CONFORM TO MNDOT 2357.2.A.23.BITUMINOUS PAVEMENTS SHALL BE COMPACTED TO 92% OF THE MAXIMUM THEORETICAL DENSITY. THE OWNER MAY AT THEIR OPTION PERFORM AGGREGATEAND BITUMINOUS TESTING. THE COST OF ALL FAILING TESTS MAY BE BACK-CHARGED TO THE CONTRACTOR.24.THE PREVIOUSLY APPROVED DEVELOPMENT PLAN INCLUDED 0.063 ACRES OF WETLAND FILL IN THIS LOCATION. AT THAT TIME (03/01/2010) THE DEVELOPERPURCHASE WETLAND BANK CREDITS AT THE RATE 2.25:1. THE CURRENT REQUIREMENTS FOR MITIGATION IS 2:1 AND THE IMPACT IS LESS THAN PROPOSEDUNDER THE PREVIOUS APPROVAL. THEREFOR NO ADDITIONAL MITIGATION IS PROPOSED.PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16CONCRETE PAVEMENT7.0" CONCRETE (SEE BELOW)6.0" AGGREGATE BASE (MNDOT 3138 CL5 OR CL7)COMPACTED SUBGRADE#4 BAR 24" O.C. BOTH DIRECTIONS (MNDOT 3301)CONCRETE WALKWAYS4.0" CONCRETE WALK (SEE BELOW)6.0" AGGREGATE BASE (MNDOT 3138 CL5 OR CL7)COMPACTED SUBGRADESEE SHEET C2.5 FOR TURN LANE PAVEMENT SECTION-3 TO +3%-3 TO +3%LEGENDHEAVY DUTY BITUMINOUSCONCRETE WALKPATCH STREET-3 TO +3%-2 TO +2%-2 TO +2%-2 TO +2%-3 TO +3%WETLAND IMPACT (SEE NOTE 24)1
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10'MATCHLINEDECKUNREINFORCED GRAVITYRETAINING WALL TO BEDESIGNED BY OTHERS.CONTRACTOR TO OBTAINCITY BUILDING PERMITRESIDENTIAL4 STORIESSUB PARKING FFE 842.0PARKING FFE 851.331st FLOOR FFE 862.66 Know what's below. Call before you dig. RC3.2C302PAS01.DWGENLARGEDGRADING PLAN1GRADING PLAN - NORTH1" = 20'GRADING NOTES1.SEE SHEET C3.1 FOR GRADING NOTES AND LEGEND.PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16
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4
3
RESIDENTIAL4 STORIESSUB PARKING FFE 842.0PARKING FFE 851.331st FLOOR FFE 862.66848847846842.00851.33861.66846.4846.35845.65846.00845.43844.42847.2847.6847.02842.28842.57845.45846.82845.17847.70848.20845.37845.43845.14845.01850.84847.60845.22841.00842.00845.40842.00841.00841.00RE 41.75842.00842.00844.72843.25843.03844.02844.58847.52861.66850.5847.050.00849.10849.10846.70861.60861.60861.60861.60861.60861.60861.00861.66861.66861.60861.60861.60861.60861.60861.10861.10848.0860.0BW 830.7+/-BW 833+/-TC51.20847.0847.4846.85846.5846.6846.3846.4848.77849.35846.78846.95846.27844.95845.17846.4860.0MATCHLINESE INFILTRATIONBASINMODULAR BLOCKRETAINING WALLMODULAR BLOCKRETAINING WALLTEMPORARY WETLANDDISTURBANCE.RESTORE FOLLOWINGWALL CONSTRUCTIONTEMPORARY WETLANDDISTURBANCE.RESTORE FOLLOWINGWALL CONSTRUCTIONUNREINFORCED GRAVITYRETAINING WALL TO BEDESIGNED BY OTHERS.CONTRACTOR TO OBTAINCITY BUILDING PERMIT Know what's below. Call before you dig. RC3.3C303PAS01.DWGENLARGEDGRADING PLAN1GRADING PLAN - SOUTH1" = 20'GRADING NOTES1.SEE SHEET C3.1 FOR GRADING NOTES AND LEGEND.PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16
C3.4C304PAS01.DWGSWPPP PLANPAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/1611
STATE TRUNK HIGHWAY NO. 110McDONALD'S851855
857855860840840846850860842840854853852851850849848847846845844
843 84585
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850 84784884984584484984785
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845846847847848 842844846 840842844838844842838848850852854856856850852856852851
855858861858854852838850844846845 84884
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852851853848RESIDENTIAL4 STORIESSUB PARKING FFE 842.0PARKING FFE 851.331st FLOOR FFE 862.66RESTAURANTFFE 850.0RETAIL/RESTAURANTFFE 850.5848847846854
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1 846848846842846848845844854846836838840830832834828 834836832830828850 848847850852CONCRETEWASHOUT AREA5C6.2ROCKCONSTRUCTIONENTRANCE4C6.2SILT FENCE(TYP.)INLETPROTECTION(TYP.)FLOATINGSILT CURTAIN(TYP.)FLOATING SILTFENCE (TYP.)2C6.23C6.2EROSIONCONTROLBLANKET (TYP.)7C6.2BIO ROLL SEDIMENTCONTROL (TYP.)6C6.2SILT FENCE(TYP.)1C6.2TEMPORARY SEDIMENTATION BASINMINIMUM WET VOLUMN 6,000 CFMINIMUM LIVE STORAGE 12,000 CFMINIMUM DEPTH 3' MAXIMUM DEPTH 10'FINAL DESIGN TO BE COORDINATEDWITH SELECTED CONTRACTORBIO ROLLSEDIMENTCONTROL (TYP.)SILT FENCE(TYP.)RIP RAP UNDER DECKRIP RAP & BOULDER(TYP)SILT FENCE(TYP.)18" TOPSOIL BERMBEHIND SILT FENCE Know what's below. Call before you dig. RC3.5C305PAS01.DWGEROSION CONTROL PLAN1EROSION CONTROL PLAN1" = 40'PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16LEGENDSILT FENCESTORM STRUCTURE PROTECTIONSOD & LANDSCAPE PLANTINGFLOATING SILT CURTAINMNDOT MIXTURE 35-221 DRY PRAIRIE GENERALBROADCAST SEEDINGTEMPORARY - MIXTURE 21-111 OATS COVER CROPSEEDING RATE PLS 36.5 LBS/AC.FIBER BLANKET (ALL SEEDED SLOPE >3:1)BIO ROLL SEDIMENT CONTROLMNDOT MIXTURE 35-241 MESIC PRAIRIE GENERALBROADCAST SEEDINGTEMPORARY - MIXTURE 21-111 OATS COVER CROPSEEDING RATE PLS 36.5 LBS/AC.11GRASS PLUGS (SEE SHEET L2.1)WILDFLOWER PLUGS (SEE SHEET L2.1)
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CB 2CB 9116 - 8" PVC@0.5%SAN MH 1RE 850.0IE 832.35 NIE 832.25 WCONNECT TO EXISTINGMANHOLE WITH INSIDE DROPIE 831.861C6.4SANITARYMANHOLE(TYP.)79' - 8" PVC @0.5%192' - 8" PVC @0.5%SAN MH 2RE 845.0IE 832.86 NIE 832.76 SSAN MH 3RE 846.1IE 833.54 NIE 833.44 SSAN MH 4RE 845.10IE 833.95 NIE 833.95 SEIE 833.85 SW63' - 8" PVC @0.5%100' - 8" PVC @1.05%CBMH 7CB 8CBMH 6CBMH 4CB 58"X8" TEE,8" GATEVALVESAN MH 5RE 846.77IE 836.42 NIE 834.42 S61' - 8" PVC @5.9%6" WATER SERVICEIE 841.58"- 45d BEND8" X 6" TEE6" SANITARY SEWERSERVICE IE 843.58" X 8" TEE,8" GATE VALVE (2)CBMH 17CBMH 16CBMH 132C6.3HYDRANTINSTALLATION(TYP.)STMH 19FES DSTMH 18CBMH 148" INSULATION5' BOTH SIDES OF PIPE ATBOX CULVERT CROSSINGIE 835.08" X 6" TEEHYDRANT &GATEVALVEASSEMBLY (TYP)UNDERGROUNDINFILTRATIONBASINCONNECT TOEXISTING WATERMAINCB 206C6.4PIPE BEDDING(TYP.)ALL SANITARY SEWER ANDWATERMAIN TO BE SEPARATEDBY 10' HORIZONTALLY(TYP.)MINIMUM 18" VERTICALSEPARATION (TYP.)2C6.4SANITARY MANHOLEINSIDE DROP1C6.3VALVE BOXINSTALLATION(TYP.)8" GATE VALVEREMOVE & REPLACEEXISTING IMPROVEMENTS - SEE NOTE117' - 8" PVC@0.5%OFFSET WATERMAINUNDER SANITARYSEWER5C6.3WATERMAINOFFSETSTMH 15CBMH 12CBMH 11CBMH 10CB 18"- 22.5d BEND8" X 6" TEE6" - 22.5d BENDSHYDRANT &GATEVALVEASSEMBLY (TYP)6"- 45d BENDHYDRANT &GATEVALVEASSEMBLY (TYP)8"- 45d BEND8" X 8" TEE8" X 6" REDUCERHYDRANT &GATEVALVEASSEMBLY (TYP)8" X 6" TEE,6" GATE VALVES (2)SAN MH 9RE 849.95IE 843.456" SANITARY SEWERSERVICE IE 843.56" WATER SERVICE IE 841.5FDCFDC8"X6" TEE8" GATE VALVE8" - 22.5d BENDIRRIGATIONSERVICE ANDMETER VAULTIRRIGATION PAD& ENCLOSURE4" DOMESTIC8" FIRE SERVICE8" FIRE SERVICE8" - 45d BEND (2)8" - 22.5d BEND8" X 6" TEE6" GATE VALVEFDCFDCRESTAURANTDECKRETAIL/RESTAURANTRESIDENTIAL6C6.310'SAN MH 6RE 848.36IE 838.95 NIE 838.85 SSAN MH 7RE 848.73IE 839.34 WIE 839.24 ESAN MH 8RE 846.33IE 839.78 EIE 839.83 N78' - 8" PVC@0.5%59' - 8" PVC@0.5%80' - 8" PVC @2.89%CB 3UNDERGROUND RATECONTROL BASIN1OFFSET WATERMAINUNDER SANITARY SEWER TOPROVIDE 18" CLEARANCEOFFSET WATERMAIN18" TO PROVIDE MINIMUMSEPARATION FROM STORMSEWER Know what's below. Call before you dig. RC4.1C401PAS01.DWGUTILITY PLAN1UTILITY PLAN1" = 40'UTILITY NOTES1.VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TOCONSTRUCTION. ANY DISCREPANCIES BETWEEN LOCATED UTILITIES AND THEEXISTING CONDITIONS PLAN SHOULD BE NOTED AND FORWARDED TO THEENGINEER.4.CONTRACTOR TO PROVIDE ADEQUATE MEANS AND METHODS TO ASSUREADJACENT PROPERTY IS NOT DAMAGED DURING UTILITY INSTALLATION.5.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTEROF STRUCTURE.6.UTILITY SERVICE LOCATIONS WITHIN BUILDING ARE SHOWN CORRECT AS OF THEDATE OF THIS PLAN. THE CONTRACTOR SHALL VERIFY LOCATIONS BY COMPARINGTHIS PLAN WITH THE MECHANICAL PLANS PRIOR TO ANY UTILITY CONSTRUCTION.7.PIPE MATERIALS: (TO BE VERIFIED)WATERMAIN6" & 8" DIP CLASS 52 SAN SEWER 8" PVC SDR 35STORM SEWER12-36" HDPE OR RCPROOF DRAINS6" TO 12" PVC SDR 268.ALL UTILITY CONSTRUCTION TO CONFORM WITH STATE, CITY ENGINEER'SASSOCIATION OF MINNESOTA (CEAM), ST. PAUL REGIONAL WATER UTILITY WATERSERVICES SPECIFICATIONS, AND CITY OF MENDOTA HEIGHTS STANDARDSPECIFICATIONS.9.ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHEREDISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURESBEING RESET TO PAVED AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.10.MAINTAIN 8' COVER ON ALL NEW WATERMAIN.11.PILE SUPPORTED UTILITY LIMITS MUST BE DETERMINED AT FINAL DESIGN.12.CONNECTION TO EXISTING MANHOLE WILL REQUIRE THE REMOVAL ANDREPLACEMENT OF EXISTING CURB, PAVEMENT AND OTHER IMPROVEMENTS.CONTRACTOR TO WORK INSIDE OF A DOUBLE BOX TO MINIMIZE DISTURBANCE.SUPPORT EXISTING UTILITIES. ACCESS TO EXISTING CENTER TO BE RESTORED ASQUICKLY AS POSSIBLE. EXCAVATION TO BE BACKFILLED BY THE END OF THE WORKDAY AND THE DRIVEWAY REOPENED WITH A GRAVEL SURFACE. CURB ANDPAVEMENT RESTORATION MUST BE COMPLETED WITHIN 5 WORKING DAYS.PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16LEGEND>>>>>>STORM SEWERSANITARY SEWERWATERMAIN
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UNDERGROUNDRATE CONTROL BASININV 832.02 - YR 833.710 - YR 835.1100 - YR 838.8UNDERGROUNDINFILTRATION BASINBOTTOM 834.0OUTLET 837.2VOLUME AT OUTLET 12,115SURFACE AREA 5,350 SFSE INFILTRATION BASINBOTTOM 838.0OVERFLOW 839.6STORAGE 930 CFHWL 839.9>>>>>>>>>>>>>>LANDSCAPE PONDWITH FOUNTAINBTM 828.0NWL 832.0OVERFLOW(TYP.)25' - 15" HDPE@0.25%CB 1RE 844.47IE 840.71CBMH 2RE 842.48IE 838.4863' - 36" CMP @ 4.3%46' - 15" HDPE @4.85%SAN MH 1SAN MH 2SAN MH 3SAN MH 41.5' X 12' TRENCH DRAINRE 841.75IE 835.31CBMH 7RE 844.78IE 835.88 WIE 834.88 SEIE 841.38 SWCB 8RE 845.18IE 841.6452.5' - 15" HDPE@0.5%85' - 18" HDPE @0.4%18' - 18" HDPE @0.5%CBMH 6RE 844.70IE 834.79 NIE 840.99 WIE 834.79 ECBMH 4RE 845.45IE 838.36 WIE 834.522' SUMP54' - 18" HDPE @0.5%CB 5RE 844.96IE 841.24SAN MH 525' - 15" HDPE @1.0%BUILD CBMH 17OVER EXISTING PIPERE 847.5IE 842.59 NIE 840.00 W & S44' - 24" HDPE @2.3%BUILD CBMH 16OVER EXISTING PIPERE 847.75IE 839.0113' - 15" HDPE@0.8%CBMH 14RE 848.94IE 835.77 SIE 835.77 EIE 842.47 WCBMH 13RE 847.89IE 841.6341' - 15" HDPE@0.4%42' - 15" HDPE@2.5%3C6.4CATCHBASIN(TYP.)FES DIE 838.0STMH 18RE 848.0IE 844.58 NIE 838.31 S2' SUMPPRESERVER GRAVITYSEPARATOR98' - 8" PVC@10%52' - 12" RCP@0.6%1C6.6TRITONSYSTEMCBMH 19RE 860.0IE 835.68 SIE 838.68 NCB 20RE 860.0IE 856.94128' - 8" PVC@2.0%15" PVC ROOFDRAIN CONNECTIONIE 835.565C6.4CATCHBASINMANHOLE (TYP.)4C6.427" CATCHBASIN (TYP.)STMH 15RE 848.30IE 834.52 SIE 834.5 WIE 834.72 N67' - 15" PVC@0.36%RD C IE 835.98CB 9RE 847.36IE 843.6788' - 8" PVC @ 1%CBMH 11RE 849.23IE 844.41CBMH 12RE 849.22IE 843.5499' - 15" HDPE @ 0.5%109' - 15" HDPE@0.8%3C4.2ENLARGEDPLANCBMH 10RE 847.36IE 843.17SAN MH 91C6.5DEPRESS CURBAT STORMINLETS (TYP)7C6.4PIPE BEDDING(TYP.)RESTAURANTDECKRETAIL/RESTAURANTRESIDENTIALSAN MH 6SAN MH 7SAN MH 872' - 8" PVC@1%RD A IE 845.024' - 15" HDPE@0.25%RD B IE 845.75CBMH 3RE 845.60IE 838.42108' - 15" HDPE@ 0.5%IE 837.2CMPOUTLETS4" 832.012" 834.0PENETRATE WALL 1FOOT ABOVE GRADERIPRAP REINFORCEDSWALE DOWN TO THEWETLAND EDGE2C4.2ENLARGEDPLAN>
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>>>>>IE 828.081' - 3' X 12'BOX CULVERT@0.1%IE 828.08INSULATION>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>4" CMP - DESIGN DETAILS TOBE PROVIDED BY CONTECHENGINEERED SOLUTIONS158'27'145'2
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'7'7'7'3.5'3.5'10'10' Know what's below. Call before you dig. RC4.2C402PAS01.DWGSTORMWATERMANAGEMENT PLAN1STORMWATER MANAGEMENT PLAN1" = 40'UTILITY NOTES1.SEE SHEET C4.1 FOR UTILITY NOTES AND LEGEND.PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/162ENLARGED PLAN1" = 20'3ENLARGED PLAN1" = 20'111
WATER LINE B825830835840845850855825830835840845850855-0+250+000+501+001+25WATER LINE A825830835840845850855825830835840845850855-0+250+000+501+001+502+002+503+003+504+004+505+005+505+75WATER LINE C825830835840845850855825830835840845850855-0+250+000+25WATER LINE D825830835840845850855825830835840845850855-0+250+000+501+001+25WATER LINE E825830835840845850855825830835840845850855-0+250+000+501+001+502+002+50WATER LINE F830835840845850855860830835840845850855860-0+250+000+501+008" GATE VALVE8" - 22.5° HORIZ. BEND8" x 8" TEE8" - 22.5° HORIZ BEND8" x 6" TEE8" x 6" TEE8" - 22.5° HORIZ. BEND8" - VERT. BENDIRRIGATION TEE8" x 8" TEE8" GATE VALVE
8" x 6" TEE
8" - 45° HORIZ BEND
8" - 45° HORIZ BEND
FIRE HYDRANT
8" GATE VALVE
CONNECT TO EXISTING 15" HDPEINV=841.10'8" PVCINV=835.30'36" HDPEINV=834.53'15" HDPEINV=836.96'8" x 8" TEE
CONNECT TO BLDG SERVICE
8" GATE VALVE
8" - 22.5° BEND
8" - 22.5° BEND 8" PVCINV=834.35'15" PVCINV=841.99'FINISH GRADEEXISTING GRADEFINISH GRADEEXISTING GRADE6" GATE VALVE
FIRE HYDRANT
8" x 6" TEE
6" GATE VALVE
FIRE HYDRANT
8" x 6" TEE
8" - 22.5° HORIZ. BEND
8" - 22.5° HORIZ. BEND
8" - VERT. BEND 8" DIP8" DIP6" DIP6" DIP8" DIP6" D
IP8" PVCINV=834.76'8" x 8" TEE8" GATE VALVE8" x 6" TEE8" - 45° HORIZ BEND8" x 8" TEE8" x 6" REDUCER 6" DIP8" DIP6" - 45° VERT. BEND 8" DIP6" - 45° HORIZ BEND6" - 45° VERT. BEND6" GATE VALVEFIRE HYDRANT8" x 8" TEE8" - 11.25° HORIZ BEND
8" x 8" TEE
8" - 11.25° HORIZ BEND 8" PVCINV=837.91'8" PVCINV=843.70'8" PVCINV=843.50'6" PVCINV=839.58'FINISH GRADEEXISTING GRADEFINISH GRADEEXISTING GRADEFINISH GRADEEXISTING GRADE8" DIP3' x 13' RCBINV=828.02'SSWR MH5SSWR MH4SSWR MH36" INSULATION8" x 6" REDUCER 8" DIPSANITARY SEWER8.0' MIN. COVER
15" HDPEINV=838.35'12040SCALE IN FEET Know what's below. Call before you dig. RC4.3C402PAS01.DWGWATER LINEPROFILES1WATER MAIN PROFILES1" = 40'PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/161" = 40' V1" = 5' H
STATE TRUNK HIGHWAY NO. 110
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B OWNER: THOMAS IRVINEDODGE FOUNDATIONOWNER: DAKOTA COUNTY CDAOWNER
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DRIVEWAY
EASEMENT
BLOCK 2
BLOCK 1
CONTACT:
PASTER PROPERTIES
John Kohler
Director of Development
2227 University Ave. W
St. Paul, MN 55114
VICINITY MAP
PAS16003
SURVPAS03
PRELIMINARY
PLAT
COUNTY/CITY:
REVISIONS:
PROJECT LOCATION:
Suite #1
6750 Stillwater Blvd. N.
Stillwater, MN 55082
Phone 651.275.8969
Fax 651.275.8976
dan@
cssurvey
.net
DATE REVISION
PROJECT NO.
FILE NAMENORTH(NOT TO SCALE)
04-22-16 INITIAL ISSUE
06-07-16 REVISED LOT LINES
06-08-16 REVISED LOT LINES
06-13-16 REVISED LOT NAMES
09-12-16 REVISED LOT LINES
0
NORTH
40 80
UNDERGROUND UTILITIES NOTES:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED
THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET
NUMBER 160701213. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID
NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE
ARE UNAWARE MAY EXIST. OTHER UTILITIES MAY EXIST ON THIS SITE THAT
WERE NOT MARKED UP.
LEGAL DESCRIPTION:
EXISTING AREA:
LOT 3 = 59,249 SQ. FT.
LOT 4 = 79,733 SQ. FT.
LOT 5 = 56,013 SQ. FT.
OUTLOT C = 21,075 SQ. FT.
TOTAL AREA = 216,070 SQ.FT./ 4.96 ACRES, MORE OR LESS
LEGEND:
RESTRICTED ACCESS
UNDERGROUND ELECTRIC
UNDERGROUND CABLE TV
UNDERGROUND FIBER OPTIC
UNDERGROUND TELEPHONE
OVERHEAD UTILITY
UNDERGROUND GAS
SANITARY SEWER
STORM SEWER
WATERMAIN
FENCE
CURB [TYPICAL]
CONCRETE SURFACE
DRAINAGE AND UTILITY
EASEMENT SHOWN ON PLAT OF
MENDOTA PLAZA EXPANSION TO
BE VACATED BY SEPARATE
DOCUMENT PRIOR TO FINAL PLAT
RECORDING
The following Legal Description is as shown on Commercial Partners Title, LLC, as agent for Old Republic National Title Insurance Company, commitment having a file
number of 51089 and an effective date of March 8, 2016:
Parcel 1:
(subject property) Lots 3, 4 and 5, Block 1 and Outlot C, Mendota Plaza Expansion, according to the recorded plat thereof, Dakota County, Minnesota.
Abstract Property
(not included, but show in title commitment) Outlots B and D, Mendota Plaza Expansion, according to the recorded plat thereof, Dakota County, Minnesota
Abstract Property
Parcel 2:
Together with the benefits of easements contained in Declaration of Easements, Covenants, Conditions and Restrictions dated December 16, 2009, filed March 22,
2010, as Document No. 2720496, as amended by First Amendment to Declaration of Easements, Covenants, Conditions and Restrictions dated May 7, 2012, filed May
25, 2012, as Document No. 2870428.
FOR THE PURPOSES OF THIS SURVEY, THE BOUNDARY LINES OF THE SUBJECT PROPERTY ARE SHOWN TO ENCOMPASS LOTS 3, 4, AND 5, BLOCK 1, AND OUTLOT C,
MENDOTA PLAZA EXPANSION.
BENCHMARKS:
ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT GEODETIC
WEBSITE. SURVEY DISK 1917C WITH AN ELEVATION OF 887.61 WAS USED TO
ESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAVD 88)
1. BEARINGS ARE BASED ON THE DAKOTA COUNTY COORDINATE SYSTEM NAD
1983.
2. UNDERGROUND UTILITIES SHOWN PER GOPHER STATE ONE CALL LOCATES
AND AS-BUILTS PLANS PROVIDED BY OTHERS.
3. THERE MAY BE SOME UNDERGROUND UTILITIES; GAS, ELECTRIC, ETC. NOT
SHOWN OR LOCATED.
4.ELEVATION INFORMATION SHOWN WITHIN THE BOUNDARY LINES OF THE
SUBJECT PROPERTY WAS OBTAINED THROUGH TYPICAL FIELD SURVEY
MEASUREMENTS AND IS SHOWN ON THE SURVEY AS 1 FOOT CONTOUR
INTERVALS. ELEVATION INFORMATION SHOWN AS 2 FOOT CONTOUR
INTERVALS ADJACENT TO THE SUBJECT PROPERTY WAS DERIVED FROM LIDAR
INFORMATION OBTAINED FROM THE MINNESOTA DNR MnTOPO WEBSITE. 2
FOOT CONTOUR INTERVAL INFORMATION IS FOR REFERENCE PURPOSES ONLY.
SURVEY NOTES:
The following survey related exceptions that affect the subject property appear on the Commercial Partners Title, LLC, as agent for Old Republic National Title
Insurance Company, commitment having a file number of 51089 and an effective date of March 8, 2016:
(OTHER ITEMS THAT DO NOT AFFECT THE SUBJECT PROPERTY MAY APPEAR AS SURVEY RELATED EXCEPTIONS ON SAID TITLE COMMITMENT)
10. Easement for drainage ditch and/or storm sewer conduit or culvert, in favor of Village of Mendota Heights, as created in document dated December 19,
1963, filed February 10, 1964, as Document No. 305366, in Book 76 of Misc., Page 71. (SHOWN ON SURVEY) (AFFECTS SUBJECT PROPERTY)
11. Easement for passage of surface water lands for the benefit of lands to the West of premises, as created in document dated April 30, 1958, filed June 25,
1958, as Document No. 259733, in Book 265 of Deeds, Page 408. (SHOWN ON SURVEY)
12. Restricted access to Highway 110 as shown by Final Certificate dated October 13, 1959, filed November 16, 1959 in Book 72 of Misc., Page 233 and Quit
Claim Deed dated July 19, 2005, filed August 1, 2005, as Document No. 2346152. (SHOWN ON SURVEY)
13. Easement for highway purposes, in favor of the State of Minnesota, as created in document dated January 15, 1953, filed March 16, 1953, in Book 61 of
Misc., Page 504. (DOCUMENT NOT LEGIBLE) (R/W LINE AS SHOWN ON MENDOTA PLAZA EXPANSION SHOWN)
14. Restricted access to Highway 110 as shown by Quit Claim Deed dated July 25, 2005, filed September 16, 2005, as Document No. 2361485, and Quit Claim
Deed dated August 4, 2005, filed September 16, 2005, as Document No. 2361486. (SHOWN ON SURVEY)
15. Obtain and record a certified copy of the resolution of the city council of the City of Mendota Heights authorizing the sale of the following property: The
Southerly 90 feet of that part of the East-Half of the Northwest Quarter of the Southwest Quarter of Section 25, Township 28 North, Range 23 West,
described as follows: Commencing at the Southwest corner of said Section 25; thence North along the West line of said Section 25, a distance of 2634.9 feet
to the West Quarter corner of said Section 25; thence East with an inside angle of 89 degrees 57 minutes along the East-West Quarter line of said Section 25,
a distance of 1021.1 feet; thence South on an inside angle of 90 degrees 03 minutes, a distance of 54.50 feet to the point of beginning, said point begin on
the South right-of-way line, of Minnesota State Highway No. 110; thence Eat along the Highway right-of-way line, a distance of 100 feet; thence South with
an inside angle 89 degrees 58 minutes, a distance of 100 feet; thence West with an inside angle of 90 degrees 02 minutes, a distance of 100 feet; thence
North with an inside angle of 89 degrees 58 minutes, a distance of 100 feet to the point of beginning.
(AREA DESCRIBED HEREIN SHOWN ON SURVEY.)
37. Easement for utilities and drainage and locations of wetlands as shown on the plat of Mendota Plaza Expansion.
(LOCATION OF WETLANDS SHOWN ON SURVEY) (DRAINAGE AND UTILITY EASEMENTS TO BE VACATED BY SEPARATE DOCUMENT)
40. Terms and conditions of and easements contained in Declaration of Easements, Covenants, Conditions and Restrictions dated December 16, 2009, filed
March 22, 2010, as Document No. 2720496. As amended by First Amendment to Declaration of Easements, Covenants, Conditions and Restrictions dated
May 7, 2012, filed May 25, 2012, as Document No. 2870428.
(SHOWN ON SURVEY. AFFECTS ALL OF LOTS 1-5, AND LOTS 7-8, BLOCK 1 AND OUTLOTS A-E, MENDOTA PLAZA EXPANSION) (SUBJECT TO AND TOGETHER
WITH CONDITIONS, RESTRICTIONS, EASEMENTS FOR INGRESS, EGRESS, PARKING, PEDESTRIAN ACCESS, UTILITIES, DRAINAGE, SIGNS OVER COMMON AREAS AS
SHOWN ON SITE PLAN IN SAID DOCUMENT.)(SITE PLAN IN DOCUMENT PROVIDED IS NOT LEGIBLE)
41. Subject to Terms and conditions of Private Water Main Agreement dated September 8, 2009, filed May 19, 2010, as Document No. 2731043, by and between
Mendota Mall Associates, LLP, a Minnesota corporation, the City of Mendota Heights, a Minnesota municipal corporation, and the Board of Water
Commissioners of the City of Saint Paul, a Minnesota municipal corporation. (EASEMENT DESCRIPTION NOT LEGIBLE IN DOCUMENT. AFFECTS SUBJECT
PROPERTY.)
EASEMENT NOTES:
FOUND MONUMENT
SET 1/2" IRON PIPE
MARKED RLS NO. 25718
CABLE TV PEDESTAL
AIR CONDITIONER
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC PEDESTAL
ELECTRIC TRANSFORMER
LIGHT POLE
GUY WIRE
POWER POLE
GAS MANHOLE
GAS METER
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
SANITARY CLEANOUT
SANITARY MANHOLE
CATCH BASIN
STORM DRAIN
FLARED END SECTION
STORM MANHOLE
FIRE DEPT. CONNECTION
HYDRANT
CURB STOP
WATER WELL
WATER MANHOLE
WATER METER
POST INDICATOR VALVE
WATER VALVE
BOLLARD
FLAG POLE
MAIL BOX
TRAFFIC SIGN
UNKNOWN MANHOLE
SOIL BORING
SPOT ELEVATION
TRAFFIC SIGNAL
CONIFEROUS TREE
DECIDUOUS TREE
PROPOSED AREA:
LOT 1, BLOCK 1 = 88,919 SQ. FT.
LOT 1, BLOCK 2 = 96,043 SQ. FT.
OUTLOT A = 30,838 SQ. FT.
OUTLOT B = 269 SQ. FT.
TOTAL AREA OF = 216,069 SQ.FT./ 4.96 ACRES, MORE OR LESS
ZONING INFORMATION:
SUBJECT PROPERTY IS TO BE REZONED TO A PLANNED UNIT DEVELOPMENT.
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11
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CERTIFICATION:
I hereby certify that this plan was prepared by
me, or under my direct supervision, and that I am
a duly Licensed Land Surveyor under the laws of
the state of Minnesota.
Daniel L. Thurmes Registration Number: 25718
Date:__________________04-22-16
KNOW ALL PERSONS BY THESE PRESENTS: That Mendota Mall Associates - Outlots, LLC, a Minnesota limited liabilitycompany, owner of the following described property:Lots 3, 4 and 5, Block 1 and Outlot C, Mendota Plaza Expansion, according to the recorded plat thereof,Dakota County, MinnesotaHas caused the same to be surveyed and platted as MENDOTA PLAZA EXPANSION SECOND ADDITION and does herebydedicate to the public the easements for drainage and utility purposes as created by this plat.In witness whereof said Mendota Mall Associates - Outlots, LLC, a Minnesota limited liability company, has caused thesepresents to be signed this ___________ day of _____________________ , 20______.SIGNED: Mendota Mall Associates - Outlots, LLCBy ________________________________________________ , its Chief ManagerHoward A. PasterSTATE OF ______________________________COUNTY OF _____________________________This instrument was acknowledged before me this _________ day of ______________________ , 20______ , byHoward A. Paster, the Chief Manager of Mendota Mall Associates - Outlots, LLC, a Minnesota limited liability company,on behalf of the company.____________________________________________________________________________________________Notary Public__________________________________My Commission Expires________________________I Daniel L. Thurmes do hereby certify that this plat was prepared by me or under my direct supervision; that I am a dulyLicensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; thatall mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat havebeen, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes,Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways areshown and labeled on this plat.Dated this ___________ day of _______________ , 20_____ .___________________________________________Daniel L. Thurmes, Licensed Land SurveyorMinnesota License No. 25718STATE OF MINNESOTACOUNTY OF WASHINGTONThis instrument was acknowledged before me this ___________ day of _______________ ,20______, by Daniel L. Thurmes, aLicensed Land Surveyor.____________________________________________________________________________________________Notary Public__________________________________My Commission Expires________________________MENDOTA HEIGHTS, MINNESOTAThis plat of MENDOTA PLAZA EXPANSION SECOND ADDITION was approved and accepted by the City Council of the Cityof Mendota Heights, Minnesota, at a regular meeting thereof held this __________ day of _____________, 20____ , and is incompliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.City Council of the City of Mendota Heights, MinnesotaBy: ___________________________________ , MayorAttest: _________________________________ , City ClerkCOUNTY SURVEYOR, DAKOTA COUNTY, MINNESOTAI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd 11, this plat has been reviewed andapproved this _____________ day of _________________ , 20_______.By: ______________________________________________ Todd B. Tollefson, Dakota County SurveyorDEPARTMENT OF PROPERTY TAXATION AND RECORDS, DAKOTA COUNTY MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20____ on the land hereinbeforedescribed have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes andtransfer entered this __________ day of ____________________ , 20_____ .By: _____________________________________________By: ____________________________________ Department of Property Taxation and RecordsDeputyCOUNTY RECORDER, DAKOTA COUNTY, MINNESOTAI hereby certify that this plat MENDOTA PLAZA EXPANSION SECOND ADDITION was filed in the office of the CountyRecorder for public record on this ___________ day of _________________ , 20_____ , at __________ o'clock _____ .M. andwas duly filed in Book __________ of Plats, Page ____________ as Document No. _____________________ .By: _____________________________________________By: ____________________________________ County RecorderDeputyMENDOTA PLAZA EXPANSION SECOND ADDITIONSHEET 1 OF 2 SHEETS
OUTLOT A 11 2 1OUTLOT BBeing 10.00 feet in width and adjoining public ways andadjoining exterior lot lines and being 5.00 feet in width andadjoining interior lot lines, unless otherwise shown on this plat.Drainage and utility easements over all of Outlots A and B.1 INCH = 40 FEETFor the purposes of this survey the eastline of MENDOTA PLAZA EXPANSION,Dakota County, Minnesota is assumed toEHDU6
(MENDOTA PLAZA EXPANSION SECOND ADDITIONSHEET 2 OF 2 SHEETSLEGENDDenotes monument found (as noted)Denotes 12 inch x 14 inch iron pipe set and marked withMinnesota License No. 25718 (monuments to be set withinone year after recording of the plat)Denotes access restriction per document number 2346152DRAINAGE AND UTILITYEASEMENTS ARE SHOWN THUS:(1"=40')0NORTH4080VICINITY MAPNORTH(NOT TO SCALE)SW 1/4 OF SECTION 25, TOWNSHIP 28 NORTH,RANGE 23 WEST, DAKOTA COUNTY, MINNESOTA
C6.1C601PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16MAXIMUM SPACING 120'. ALSO USE WHEN ABUTTING BUILDINGS.SPACING:4'5'6'WALKWALKWALK- 4' C/C- 5' C/C- 6' C/C1/4"R1/4"RJOINT SEALERNON-BITUMINOUS JOINT FILLEREXPANSION JOINTTOOLED CONTROL JOINT3" CAP OR
4" SIDEWALK 1/2"1/2"3/8"1/8"4" WALK
SEE NOTE 1
FOR 3" CAP
1"14BIKE RACKNO SCALE3" THICK CONCRETE CAP: 10'X10' MAX9CONCRETE PAVEMENT SECTIONNO SCALE7" CONCRETE PAVEMENTWITH #4 BAR 12" O.C. BOTH DIRECTIONSCOMPACT SUBGRADE6" AGGREGATE BASE(MNDOT 3138 CL5)2.0" BITUMINOUS WEAR(MNDOT 2360 WEARING COURSEMIXTURE SPWEA240B)OVER TACK COAT MNDOT 23572.0" BITUMINOUS NON-WEAR(MNDOT 2360 NON-WEARING COURSEMIXTURE SPNWB230B)10.0" AGGREGATE BASE(MNDOT 3138 CL5)COMPACTED SUBGRADENOTE: JOINT ADHESIVE (MASTIC) TO BE PLACED ALONG WHERE CONCRETE/BITUMINOUSINTERFACE AT CURB LINE.CONCRETE WALKWAY SECTION4" CONCRETE PAVEMENTCOMPACT SUBGRADE6" AGGREGATE BASE(MNDOT 3138 CL5)6HEAVY DUTY BITUMINOUS PAVEMENT1B612 CURB & GUTTERNO SCALE12"6" 3"R1/2"R 12"14-1/8"1/2"R7"SLOPE 3/4"PER FT.14"1 32B612 MODIFIED CONCRETE CURB & GUTTERNO SCALED412 CONCRETE CURB & GUTTER7"9"9"0.5"ALTERNATIVE TIP-OUTCURB FOR HIGH POINTS10ACCESSIBILITY CURB RAMPNO SCALE6"TRUNCATED DOMEPAVERS W/ SEALEDGROUT JOINTS2' MIN.BITUMINOUS SURFACETRUNCATED DOMES SHALL BE NEENAH FOUNDRY COMPANY. EAST JORDANIRON WORKS OR APPROVED EQUAL FROM MNDOT'S APPROVED PRODUCTSPAGE. CHARCOAL GREY COATED CAST IRON TRUNCATED DOME PANELS SHALLBE USED FOR ALL PEDESTRIAN RAMPS. USE ONLY ONE SUPPLIER OF PANELSWITHIN THE PROJECT.1.9% CROSS SLOPEOR 4.9% RUN - SEE PLAN11ACCESSIBILITY SIGNAGENO SCALEFORM CONCRETEPYRAMID ON TOPATTACH SIGN TO POST WITHAPPROPRIATE STAINLESS STEEL BOLTS,WASHERS & NUTS. (TYP AT TOP AND BOTTOM OFSIGN)NOTE:SIGNAGE SHALL MEET THE REQUIREMENTOF MN MUTCD R7-8n AND R7-8P4X4 SQUARE STEEL PIPE BOLLARDCONCRETE FILLED, PAINTED TO MATCHARCHITECTURAL TRIM COLOR48"20" DIAFOOTINGSYMBOL 6"X6"24"PARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLE36"SIGN FACE ATPARKING STALLALL BARS TO BE0.25" HIGH BY 8" WIDEAT ACCESS AISLEACCESS AISLENO PARKING2"X2" ADJUSTABLE PER-ORATED SIGN STOCK SET INCONCRETE, CENTERED IN BOLLARD60" FROM PARKING SURFACETO BOTTOM OF SIGNAGESEALANTPITCH, SMOOTH CONCRETE FINISHFINISHED GRADE8"74"SAW CUT ALL EDGES. REMOVE BITUMINOUS AND ENOUGH AGGREGATE BASE MATERIAL TOACCOMMODATE NEW PAVEMENT.MILL 1/2 THICKNESS OFEXISTING PAVEMENT2'WEAR COURSENON-WEAR COURSEAGGREGATE BASESAW CUTNEW PAVEMENTNOTESTACK COAT ALL EDGES5BITUMINOUS INTERLOCK AT MATCH LINENO SCALE6'2'2'3'2'3'3' MIN.VARIES3.5' MIN.LANDING1:10CONCRETEFLARE1:10CONCRETEFLARE0" CURB HEIGHT6" CURB HEIGHT6" CURB HEIGHTTRUNCATED DOMEPAVERS W/ SEALEDGROUT JOINTS 3"RSLOPE 3/4"PER FT.8"1 36"6"1/2"R 12"13.5"1/2"R7"CONTROL JOINTS SHALL CONFORM WITH MNDOT SPEC.2531.3C. (10' SPACING) CONTROL JOINTS SHALL EXTENDTO BOTH THE FRONT AND BACKS OF THE CURB AND BE 2"DEEP.7BITUMINOUS PAVEMENT SECTIONNO SCALE1.5" BITUMINOUS WEAR(MNDOT 2360 WEARING COURSEMIXTURE SPWEA240B)OVER TACK COAT MNDOT 23571.5" BITUMINOUS NON-WEAR(MNDOT 2360 NON-WEARING COURSEMIXTURE SPNWB230B)8.0" AGGREGATE BASE(MNDOT 3138 CL5)COMPACTED SUBGRADE12SIDEWALK JOINTNO SCALE13NO SCALE4' ORNAMENTAL FENCEBIKE RACK : MODEL BH (BIKE HITCH)TWO PARKED BIKES PER UNITBY DERO BIKE RACK COMPANY250 HIGH QUALITY TGIC POWER-COATEDIN-GRUND MOUNT WITH SLEEVE ANDANCHOR PER MANUFACTURER'SINSTALLATION AND SPECIFICATIONS30" MIN.36" (24" MIN.)TYPICAL LAYOUT AND SETBACKBUILDING WALL
30" MIN.CENTER BEAM : 2" SCHEDULE 40 PIPERING : 1.5" OD 11 GAUGE TUBECONCRETE WALKSECTIONSECTIONVIEWBUILDING WALL 3NO SCALE4RIBBON CURBNO SCALE8NO SCALE
C6.2C602PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/162NO SCALEFLOATING SILT CURTAINSTORM GRATELIFTSTRAPSCURB FILTEROPTIONALOUTFLOW PORTSDUMPINGSTRAPSCURBOPENINGREINFORCEDCORNERSMANAGEABLE2 FOOTCONTAINMENT AREAPUBLIC STREETNO SCALEROCK CONSTRUCTION ENTRANCE1.DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE.2.DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH.3.LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL.4.SPACE WOOD POSTS UP TO 4' APART TO SUPPORT THE FABRIC.5.REMOVE SILT FENCE AFTER TURF IS ESTABLISHED.NOTES12" MIN.RUNOFF FLOWFILTER FABRIC(MIRAFI-ENVIRO FENCEOR APPROVED EQUAL)MIN. 30" - MAX. 36"ABOVE GRADE2" x 2" WOOD POSTS 4' O.C.645°'2"X2"X16" LONG WOODEN STAKES AT 12"SPACING. STAKES SHALL BE DRIVENTHROUGH THE BACK HALF OF THE FILTER LOGAT AN ANGLE OF 45d WITH THE TOP OF THESTAKE POINTING UPSTREAM. FLOW FLOW FLOW FLOWSILT FENCETEMPORARY BERMGRADIENTTEMPORARY BERMSILT FENCEEXCAVATED BASINGRADIENT1.EXCAVATED BASIN SHALL HAVE A MINIMUM 10 YARD CAPACITY.2.FOLLOWING CONSTRUCTION, OR WHEN 1/2 OF CAPACITY IS LOST, CONTRACTORSHALL REMOVE ACCUMULATED CONCRETE FROM SITE AND DISPOSE OF ATPROPER FACILITY.3.PREFABRICATED BASIN MAY BE ACCEPTABLE. SUBMIT SPECIFICATIONS TOENGINEER FOR APPROVAL.4.ALTERNATIVE CONCRETE WASHOUT DESIGNS WHICH FUNCTION IN AN EQUAL ORBETTER FASHION ARE ACCEPTABLE.EXCAVATED BASINIMPERMEABLE LINERBURY 4" BELOW GRADE50' MIN.PE
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E 6" MINIMUM DEPTH OF1"-2" DIA. WASHED ROCKGEOTEXTILE FABRIC UNDERLYINGMAINTAIN ROCK ENTRANCE TO PREVENTTRACKING MUD ONTO PUBLIC STREETS.ADD ROCK OR REINSTALL THE ROCENTRANCE AS NECESSARY.41SILT FENCENO SCALEUNDISTURBED SOILBACKFILL 6" x 6" TRENCHBIO ROLL SEDIMENT CONTROLNO SCALERUNOFF FLOW12" BIO ROLL SEDIMENTCONTROL LOGBIO ROLL SEDIMENTSTAKE5CONCRETE WASHOUT AREANO SCALE1 1/2"10"FLOWFLOWFLOWFLOW7NO SCALEEROSION CONTROL BLANKETA.BURY THE TOP END OF THEMATTING STRIPS IN A TRENCH 6INCHES OR MORE IN DEPTH.B.TAMP THE TRENCH FULL OFSOIL. SECURE WITH ROW OFSTAPLES, 10 INCH SPACING, 4INCHES DOWN FROM THETRENCH.C.OVERLAP - BURY UPPER END OFLOWER STRIP AS IN "A" AND "B".OVERLAP END OF TOP STRIP 18INCHES AND STAPLE.D. EROSION STOP - FOLD OF MATTING BURIED IN SLIT TRENCH AND TAMPEDDOUBLE ROW OF STAPLES.1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT.2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THEGRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES - DO NOT STRETCH.MAT OR BLANKET - TYPE PRODUCT SHOULD PROVIDE AT LEAST 30% COVERAGE OF THE SURFACEWHERE IT IS APPLIED.3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP,COVER WITH SOIL, AND TAMP FIRMLY AS SHOWN. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOPEND AND EVERY 3 FOOT AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BYSIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIPOF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FOOT. DO NOT STRETCH THENET WHEN APPLYING STAPLES.4. TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END OF THE NEW NET. OVERLAP THE END OFTHE PREVIOUS ROLL 18 INCHES, AS SHOWN, AND STAPLE EVERY 12 INCHES JUST BELOW THE ANCHORSLOTMAINTENANCE: INSPECT ALL MULCHES PERIODICALLY, AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION,OR FAILURE. WHEN EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIRTHE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.TYPICAL STAPLES#8 GAUGE WIREPRESS ENDS 6 INCHESINTO THE SOIL AROUNDSTRUCTURES AND STAPLESECURELYWHEN USING NETTING IN CHANNELS, ROLL OUTSTRIPS OF NETTING PARALLEL TO THE DIRECTIONOF FLOW AND OVER THE PROTECTIVE MULCH.3NO SCALEDANDY BAG INLET PROTECTIONBOTTOMWATER SURFACEANCHOR CABLECARRIER FLOATSTEEL TENSION CABLEVARIABLE DEPTH
12"ANCHORCURTAIN WEIGHTVARIABLE LENGTHCURTAIN FABRICANCHOR POINT AANCHOR POINT BFLOATATION SILT CURTAINSTILL WATER TYPEAPPROX. 20'STREAM, LAKE OR MARSH(12' MAXIMUM)PLAN VIEWSIDE VIEWCURRENT
C6.3C603PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/161NO SCALEVALVE BOX & INSTALLATION2NO SCALEHYDRANT INSTALLATION3NO SCALEWATER MAIN INSULATION5NO SCALEWATERMAIN OFFSET4NO SCALERESTRAINED PIPE6NO SCALELAWN SPRINKLER INSTALLATION
C6.4C604PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/166"NOTES:24"X36" SLAB OPENING FOR NEENAHCASTING NO. R-3067 WITH TYPE V GRATE(OR APPROVED EQUAL)DIMENSION FROM BACK OF CURB TO CENTER OF PIPE. 4'DIA. M.H.-9" IN FROM BACK OF CURB 6'DIA. M.H.-3" BEHIND BACK OF CURB 8'DIA. M.H.-15" BEHIND BACK OF CURBMIN. SLAB THICKNESS 6" FOR 14' DEPTH.INCREASE THICKNESS 1" FOR EACH 4' OFDEPTH GREATER THAN 14' AND REINFORCEWITH 6"X6", 10/10 MESH.GROUT BOTTOM TO 1/2 DIA. OF PIPE.FULL BED OF MORTAR BETWEEN AND A 6"COLLAR ON THE OUTSIDE OF THE RINGS.6" PRECAST REINFORCE CONCRETE SLAB.ALL JOINTS IN MANHOLE TO HAVE RUBBER GASKETS.PRECAST CONCRETE MANHOLE SECTION.MANHOLE STEPS NEENAH R1981J PLASTIC COATED OR APPROVED EQUAL, 16" O.C. USE PRECAST SECTIONS WHENEVER POSSIBLE.USE MIN. 4' DIAMETER MANHOLE SECTIONS FOR PIPE SIZES UP TO 36" DIAMETER.DOGHOUSES SHALL BE GROUTED ON BOTHTHE OUTSIDE AND INSIDE.SLAB AND TOP OF MANHOLE SECTION.MATERIAL TO BE PLACED BETWEENRAMNEK OR SIMILAR GASKET TYPE3CATCH BASINNO SCALEGRATE TO BE 2" BELOWGUTTER GRADE.5' TRANSITION EACHSIDE OF CATCH BASINTOP OF CURB3" GROUT3' MINIMUMVARIESVARIES6 1/2"CATCHBASIN CASTING AND GRATENEENAH R3067-V OR EQUAL3" RADIUS CURB BOXPRECAST CONCRETE ORHDPE ADJUSTING RINGSHIGH DENSITY INTERLOCKINGPOLYETHYLENE ADJUSTMENT RINGSMINIMUM OF 2-2" MAXIMUM OF 5-2"ADJUSTMENT ALLOWEDWITH 1/4" TO 1/2" BED OF MORTARBETWEEN EACH AND A 6" THICKCONCRETE COLLAR ON OUTSIDEDOGHOUSES SHALL BE GROUTEDON BOTH THE INSIDE AND OUTSIDE24"X36"PRECAST5"6"1.STEPS SHALL BE PROVIDED IN ALL CATCH BASIN/MANHOLES AND STORM SEWERMANHOLES.2.CASTING TO BE TOTALLY CEASED IN CONCRETE CURB SECTION.3.NO BLOCK STRUCTURES ARE ALLOWED.4.NO WOOD SHIMS ARE PERMITTED IN THE ADJUSTING RINGS.3'5"5"2'FACE OF CURB1.V GRATE SHOWN2.VB GRATE SHOWN SHALL BE USED AT ALL LOW POINTS.DIRECTION OF FLOWKEYED NOTESPLANSECTIONKEYED NOTES1SANITARY MANHOLENO SCALE5CATCH BASIN MANHOLENO SCALE427" CATCH BASINNO SCALEPRECASTCONCRETEVARIES TO 3' MIN.27" DIASLOPE 1" PER FT.R-4342 CASTING R-4342 CASTINGCASTING(SEE PLAN)HIGH DENSITY INTERLOCKINGPOLYETHYLENE ADJUSTMENT RINGSPROVIDE A MINIMUM OF 2" AND AMAXIMUM OF 10" OF TOTAL ADJUSTMENT.USE LARGER SIZE RINGS TO REDUCETHE NUMBER OF JOINTS. INCLUDE ONE2" RING IMMEDIATELY UNDER THECASTING.2INSIDE DROP SANITARY MANHOLENO SCALEHIGH DENSITY INTERLOCKING POLYETHYLENEADJUSTMENT TO PROVIDE A MINIMUM OF 2" AND AMAXIMUM OF 10" OF TOTAL ADJUSTMENT. USELARGER SIZE RINGS TO REDUCE THE NUMBER OFMORTAR JOINTS. INCLUDE ONE 2" RINGIMMEDIATELY UNDER THE CASTING, AND ANY OTHER2" RINGS UNDER THE LARGER SIZE RINGS.STEPS 16" O.C. ONDOWNSTREAM SIDEFLOW4'1'-4"AS NEEDED 48"27"7"SECTION A-ASECTION B-BSLOPE 2"/FOOTNOTES:20" TO SPRING LINE (MAX.)AABBWHERE WATER MAY STAND, TOP OF MH SHALL BE 2 FEET ABOVE GROUND,AND/OR 2 FEET ABOVE THE 100 YEARSTORM WATER LEVEL.ON MANHOLES 8' DEEP AND GREATER A ONE FOOT (1'-0")PRECAST SECTION SHALL BE PLACEDIMMEDIATELY BELOW CONE SECTION.ALL JOINTS BETWEEN SECTIONS SHALL HAVE RUBBER GASKETS.MINIMUM SLAB THICKNESS 6" FOR14' DEPTH. INCREASE THICKNESS 1"FOR EACH 4' OF DEPTH GREATERTHAN 14' AND REINFORCE WITH6"X6" 10/10 MESH.1.2.3.4.6" INFI-SHIELD EXTERNALGATOR WRAP OR APPROVEDEQUAL TYPICAL ALL BARRELJOINTSINSTALL POLYMER I/I BARRIER BY STRIKE PRODUCTS OR ESSBROTHERS FOR ALL NEW & EXISTING STRUCTURES. ADAPTORINC'S INTERNAL/EXTERNAL ADAPTOR SEAL OR IT'S E3 CHIMNEYSEAL PRODUCTS OR APPROVED EQUAL MAY BE USED WHENRECONSTRUCTING EXISTING MANHOLES (WITH ENGINEERSAPPROVAL).VARIABLE THICKNESS HDPE ADJUSTING RINGS ASREQUIRED. MIN. OF 4" ADJUSTMENT AND MAX. OF 12"ADJUSTMENT. USE LARGER ADJUSTMENT RINGS TOMINIMIZE THE NUMBER OF JOINTS. INCLUDE MIN. 1-2"RING IMMEDIATELY UNDER THE CASTING. USETAPERED RINGS TO MATCH CASTING TO STREETGRADE. APPLY BUTYL SEALANT BETWEEN ALL THEJOINTS.ADJUST CASTING TO 14" - 12"BELOW FINISHED GRADE, TYPICAL FORALL CASTINGS IN PAVEMENTNOTE: EVERY PIPEPENETRATIONTHROUGH THEMANHOLE WALL SHALLHAVE A RUBBER BOOTWITH STAINLESS STEELCLAMP TO SEAL THEPIPE PENETRATIONFROM INFILTRATION OFGROUND WATER. ANYFIELD ADDED OPENINGFOR PIPE SHALL BECORE DRILLED.SLOPEBENCHMANHOLE CASTING AND COVER, NEENAH R-1642 OR APPROVEDEQUAL WITH TWO (2) CONCEALED PICK HOLES.6NO SCALEPLASTIC PIPE BEDDINGNO SCALECLASS B PIPE BEDDING7(SP SOIL)BACKFILL MATERIALLINE OF TRENCH12" MAX6"BELL SECTIONSSHAPE TRENCH TO MATCH116" MIN12"GRANULAR BACKFILL. SEESPECIFICATIONS FORCOMPACTIONREQUIREMENTS(SP SOIL)BEDDING MATERIALGRANULAR FOUNDATION CLASS BDENSELYCOMPACTEDFILL MATERIALCOMPACTEDGRANULARMATERIALTHE PIPE IS BEDDED IN COMPACTED GRANULAR MATERIAL PLACED UP TO A HEIGHT EQUAL TOONE-HALF THE OUTSIDE DIAMETER OF THE PIPE. THE DEPTH OF THE GRANULAR BEDDINGBELOW THE PIPE IS A MINIMUM OF 3" FOR 27" DIAMETER AND SMALLER PIPE, 6" FOR 66"DIAMETER AND LARGER PIPE, AND 4" FOR INTERMEDIATE SIZES. THE INITIAL FILL MATERIALSHOULD BE DENSELY COMPACTED UP TO A HEIGHT OF 12" OVER THE TOP OF THE PIPE.
C6.5C605PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16SECTION A-APLANSECTION B-BDIA.2'2'14LDIA.BBAARIPRAPNONWOVEN GEOTEXTILE FABRICRIPRAP1.5' (30" AND LARGER PIPE)1' (12"-27" DIA. PIPE)1' (12"-27" DIA. PIPE)1.5' (30" AND LARGER PIPE)DIA. OF PIPE (IN.)L (FT.)481542363024181220810121418168ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS.NOTE:QUANTITY(C.Y.)CLASS>4822-2830-40265681222145IVIVIIIIIIIIIIIIIVIIIIIIMINIMUM RIPRAP REQUIREDNONWOVEN GEOTEXTILE FABRICEXTEND 1' UNDER FESTIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPESAND BED IN GRANULAR MATERIAL. ANY COVER LESSTHAN 2' OVER TOP OF PIPE SHALL BE GRANULARMATERIAL.2NO SCALEFLARED END SECTIONS3NO SCALEOVERFLOWTOP OF BANKTOE OF SLOPESTORMWATER FACILITYSEE TABLESTORMWATER FACILITY FLOWDIRECTION OFTOP OF BANKVARIES - SEE PLANSECTION A-ACLASS III RIP RAPTOE OF SLOPESECTION B-BBBAASEE TABLE1.5EOF ELEVATION (0.05' +/-)1.5BASIN BOTTOM WIDTHSLOPE DOWNSTREAMEND TOWARDS CENTERTO CONTAIN FLOWGEOTEXTILE FABRICTYPE IV UNDER RIP RAPCLASS III RIP RAPGEOTEXTILE FABRICTYPE IV UNDER RIP RAPSE INFILTRATION BASIN5'1NO SCALEDEPRESSED CURB AT STORM INLETS2"CASTING WIDTH(CASTING NOT SHOWN)6"5'5'SECTION A - APLAN VIEW1
C6.6C606PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/161TRITONNO SCALE
RESTAURANT6,000 +/- SF.RETAIL/RESTAURANT4,860 +/- SF.RESIDENTIAL4 STORIES41,316 SF. (139 UNITS)DECK1,800 +/- SF.TRASHMENU ONLYONLYRESTAURANT6,000 +/- SF.RETAIL/RESTAURANT4,860 +/- SF.RESIDENTIAL4 STORIES41,316 SF. (139 UNITS)DECK1,800 +/- SF.TRASHMENU ONLYONLYDECIDUOUSTREE PLANTING(TYP.)CONIFEROUSTREE PLANTING(TYP.)2L2.3SOD ATHARDSCAPEEDGE (TYP.)PERENNIALPLANTING (TYP.)4L2.3SHRUBPLANTING (TYP.)3L2.3EDGING ATPLANTING BED(TYP.)TREE GUARDS(TYP.)7L2.3STATE TRUNK HIGHWAY NO. 110LANDSCAPEPONDINFILTRATIONBASINRESIDENTIALMONUMENTSIGNCOMMERCIALPYLON SIGNMODULAR BLOCKRETAINING WALL(TYP.)1L2.3OPEN SPACE/PUBLIC GATHERINGOVERLOOK6L2.35L2.330" HIGH DRY STACKEDLIMESTONE WALL(TYP.)MODULAR BLOCKRETAINING WALL(TYP.)POOL30" HIGH DRYSTACKEDLIMESTONE WALL(TYP.)2L2.2ENLARGEDLANDSCAPEPLAN1L2.2ENLARGEDLANDSCAPE PLAN1NATIVE GRASS ANDWILDFLOWER MIXSEE SHEET C3.5INFILTRATIONPLUGSGROUNDCOVERPLUGSGROUNDCOVERPLUGSGROUNDCOVERPLUGSPROVIDE 30" SPACE FORVEHICLE OVERHANG18" MAINTENANCESTRIPWILDFLOWERPLUGSRIP RAP & BOULDER(TYP)NATIVE GRASS ANDWILDFLOWER MIXSEE SHEET C3.518" MAINTENANCESTRIP ALONG BUILDINGROCK MULCHOVER WEED BARRIER FABRICBETWEEN WALL AND CURBSODMODULAR BLOCKRETAINING WALLNATIVE GRASS ANDWILDFLOWER MIXSEE SHEET C3.5NATIVE GRASS ANDWILDFLOWER MIXSEE SHEET C3.5GROUNDCOVERPLUGSBOULDER(TYP)NATIVE GRASS ANDWILDFLOWER MIXSEE SHEET C3.5 Know what's below. Call before you dig. RL2.1L201PAS01.DWGLANDSCAPE PLAN1LANDSCAPE PLAN1" = 40'PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAIL08/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990I hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Landscape Architect under the lawsof the state of MINNESOTA.Pilarsinee Saraithong45059PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16SUBSTITUTIONS: IF ANY SUBSTITUTIONS ARE REQUIRED, SUBMITWRITTEN DOCUMENTS AND PROPOSEDSUBSTITUTIONS TO LANDSCAPE ARCHITECT FORAPPROVAL 5 DAYS PRIOR TO PURCHASE AND/ORINSTALLATION.LANDSCAPE NOTES1.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADINGAND POSITIVE SURFACE DRAINAGE IN ALL LANDSCAPE AREAS.LANDSCAPE CONTRACTOR MUST ENSURE THAT THE FINAL GRADES AREMET AS SHOWN ON GRADING PLAN. IF ANY DISCREPANCIES ARE FOUND,IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT FOR RESOLUTION.2.ALL PLANT MATERIALS ARE TO CONFORM WITH STATE & LOCALCONSTRUCTION STANDARDS AND THE CURRENT ADDITION OF THEAMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL PLANTMATERIALS ARE TO BE HEALTHY, HARDY STOCK, AND FREE FROM ANYDISEASES, DAMAGE, AND DISFIGURATION.3.QUANTITIES OF PLANTS LISTED ON THE PLAN ARE TO GOVERN ANYDISCREPANCY BETWEEN THE QUANTITIES SHOWN ON THE PLANTSCHEDULE AND PLAN. PLACE PLANTS IN PROPER SPACING FOLLOWINGLAYOUT FIGURES.4.APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH INFOUR (4) FOOT DIAMETER RING AROUND ALL TREES IN TURF AREA. NOEDGING IS REQUIRED.5.EDGE ALL SHRUB BEDS WITH FOUR (4) INCH MILL FINISHED ALUMINUMEDGING WITH STAKES.6.APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH INALL SHRUB AREAS.7.APPLY THREE (3) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCHIN ALL PERENNIAL AREAS.8.PLACE AND BURY 16" - 36" LIMESTONE BOULDERS AS SHOWN ON PLANTO A DEPTH OF APPROXIMATELY 1/3 OF OVERALL SIZE.9.PLACE 3/4" - 1 1/2" BUFF LIMESTONE MULCH OVER WEED BARRIERFABRIC AS INDICATED ON PLAN.10.WEED BARRIER FABRIC TO BE BLACK POLYPROPYLENE SHEET 27 MILSTHICK, 4 OZ/SQ. YD. TENSILE STRENGTH PER ASTM C-4632.11.SOD SHOWN ON LANDSCAPE PLAN TO BE INSTALLED BY LANDSCAPECONTRACTOR. SOD SHALL CONFORM WITH MNDOT 3878.2A, BE DENSE,AND OF UNIFORM TEXTURE, FREE OF WEEDS AND DISEASE. APPLYMINIMUM SIX (6) INCHES OF TOPSOIL (MNDOT 3877) AND THOROUGHLYAPPLY SLOW RELEASE FERTILIZER TO TOP TWO (2) INCHES BEFORELAYING SOD.12.PLANTING SOIL FOR LANDSCAPED AREAS SHALL BE AT MINIMUM SIX (6)INCHES IN DEPTH AND A SANDY LOAM, SILT LOAM, LOAM, OR SANDYCLAY CONSISTING OF NO MORE THAN 65% SAND, 1.5-10% ORGANICMATTER, A PH OF 4.5-6.8, SOLUBLE SALTS LESS THAN 2 MMHOS/CM,FREE OF CHEMICAL CONTAMINANTS, AND NOT COMPACTED BEYOND80% OF STANDARD PROCTOR OR 200 PSI. SUBSOIL SHALL BE SCARIFIEDBEFORE TOPSOIL IS SPREAD. SOIL SHALL BE GENERALLY FREE OFDEBRIS SUCH AS LARGE ROCKS AND FRAGMENTS OF WOOD.13.SPREAD PLANTING SOIL AT MINIMUM EIGHTEEN (18) INCH DEEP IN ALLPLANTING BEDS PRIOR TO PLANTING.14.PLANTING AND TURF AREAS SHALL BE IRRIGATED WITH ANUNDERGROUND IRRIGATION SYSTEM. NO WATER IS ALLOWED ON ANYPAVEMENT, PARKING, WALKWAY, AND BUILDING. THE IRRIGATIONCONTRACTOR IS TO DESIGN AND ENSURE THAT IRRIGATION DESIGNMEETS ALL CITY PLUMBING CODES AND REQUIREMENTS.15.FOLLOW LANDSCAPE DETAILS FOR ALL INSTALLATION, UNLESSOTHERWISE NOTED.16.ALL NATIVE SEEDING USED ON THIS PROJECT SHALL BE CERTIFIED TOBE OF MINNESOTA (OR AS SPECIFIED) ORIGIN BY THE MINNESOTA CROPIMPROVEMENT ASSOCIATION (MCIA). DOCUMENTATION VERIFYING THEORIGIN OF THIS SEED IS TO BE PROVIDED TO THE LANDSCAPEARCHITECT AT LEAST 30 DAYS PRIOR TO INSTALLATION DATE.17.FOLLOW SEEDING METHOD, SEEDING INSTALLATION, AND SITEPREPARATION AS PER THE MNDOT SEEDING MANUAL 2014 UNLESSNOTED OTHERWISE ON THE LANDSCAPE PLANS OR IN THESPECIFICATION BOOKLET.18.LANDSCAPE CONTRACTOR TO MAINTAIN PLANTS AND SOD IN HEALTHYCONDITION THROUGHOUT TWO YEAR WARRANTY PERIOD. THEWARRANTY PERIOD SHALL BE BEGIN UPON INSPECTION ANDACCEPTANCE BY CITY STAFF.LEGENDSODSEEDED AREASEE SHEET C3.5 FOR SEED MIX1QUANT.KEYCOMMON NAMESCIENTIFIC NAMESIZEROOTCOND.DECIDUOUS TREESEVERGREEN TREESMATURESIZEPLANT SCHEDULE10' CLUMPB&B40'H X 30'WBETULA NIGRARIVER BIRCH6' HT.B&B12'H X 6'WTHUJA OCCIDENTALIS'TECHNY'TECHNYARBORVITAE14B&B50'H X 40'WQUERCUS BICOLOR2.5" CAL.SWAMP WHITEOAKB&B50'H X 35'W2.5" CAL.129124ACER X FREEMANII'SIENNA'SIENNA GLENMAPLEB&B50'H X 35'WGYMNOCLADUSDIOICUS'ESPRESSO - JFS'2.5" CAL.ESPRESSOKENTUCKYCOFFEETREE12B&B60'H X 40'WCELTIS OCCIDENTALIS2.5" CAL.COMMONHACKBERRY8DECIDUOUS SHRUBSEVERGREEN SHRUBS5 GAL.3'H X 3'WARCTIC FIREDOGWOODCORNUS STOLONIFERA'FARROW'POT5 GAL.POT4'H X 4'WPICEA ABIES'PUMILA'DWARF NORWAYSPRUCE335 GAL.3'H X 3'WPOTHYDRANGEAPANICULATA 'JANE'LITTLE LIMEHYDRANGEAPRAIRIEFIREDOGWOODCORNUS ALBA'AUREA'7 GAL.6'H X 6'WPOTPERENNIALS/ GROUNDCOVERS1 GAL.POT3'H X 2'WSCHIZACHYRIUMSCOPARIUM 'MINNBLUEA'BLUE HEAVENLITTLE BLUESTEM1 GAL.POT1.5'H X 2'WHEMEROCALLIS'BODACIOUS RETURNS'BODACIOUSRETURNS DAYLILY2.5'H X 2'WECHINACEA'GLOWING DREAM'POT1 GALGLOWING DREAMCONEFLOWER2'H X 1'WMONARDAPUNCTATASPOTTEDBEE BALM2'H X 2'WRUDBECKIA FULGIDA'GOLDSTURM'POT1 GALBLACK EYEDSUSAN5 GAL.8'H X 8'WPOTPHYSOCARPUSOPULIFOLIUS 'MONLO'DIABOLO NINEBARK5 GAL.3'H X 4'WPOTDIERVILLALONICERADWARF BUSHHONEYSUCKLE5 GAL.2'H X 5'WPOTRHUS AROMATICA'GRO-LOW'GROW-LOW FRAGRANTSUMAC8214715135106119185ORNAMENTAL TREESCARPINUSCAROLINIANA1.5" CAL.B&B25'H X 15'WAMELANCHIERX GRANDIFLORA'AUTUMN BRILLIANCE'1.5" CAL.B&B20'H X 15'WBLUE BEECH22AUTUMN BRILLIANCESERVICEBERRY135 GAL.3'H X 4'WPOTLLEX VERTICILLATA'RED SPITE'RED SPRITEWINTERBERRY957 GAL.10'H X 10'WPOTVIBURNUM DENTADUM'MORTON'NORTHERN BURGUNDYARROWWOODVIRBURNUM236' HT.B&B30'H X 15'WJUNIPERUSVIRGINIANAEASTERN REDCEDAR2.5'H X 2'WASCLEPIAS TUBEROSAPOT1 GALBUTTERFLY WEED3'H X 2'WSPOROBOLUSHETEROLEPISPRAIRIE DROPSEED5 GAL.4'H X 4'WPOTLLEX VERTICILLATA'JIM DANDY'JIM DANDYWINTERBERRY335 GAL.2'H X 2'WPOTVACCINIUMANGUSTIFOLIUMLOWBUSHBLUEBERRY5 GAL.POT2'H X 4'WJUNIPERUS HORIZONTALIS'PLUMOSA COMPACTA'ANDORRA COMPACTJUNIPER951,043INFILTRATION BASIN3'H X 1.5'WLOBELIA SILPHILITICAGREAT BLUELOBELIAWILDFLOWER MIX3'H X 1.5'WCHELONE GLABRAWHITETURTLEHEAD4'H X 3'WEUPATORIUMMACULATUMJOE PYE WEED3'H X 2'WIRIS VERSICOLORBLUE FLAG IRIS4'H X 2'WVERONICASTRUMVIRGINICUMCULVER'S ROOT4'H X 2'WASTERNOVAE-ANGLIAENEW ENGLANDASTERCRATAEGUSCRUS-GALLI VAR.INERMIS1.5" CAL.B&B20'H X 15'WTHORNLESS COCKSPURHAWTHORN167,73317,400 SF.245245 SF.3'H X 2'WRUDBECKIA HIRTABLACK-EYEDSUSAN3'H X 2'WPANICUM VIRGATUMSWITCHGRASS800825 SF.1,1101,110 SF.2.5'H X 2'WASCLEPIAS TUBEROSABUTTERFLYWEED2.5'H X 1.5'WZIZIA AUREAGOLDENALEXANDERS3.5"12" OC.3.5"18" OC.3.5"18" OC.2"12" OC.POTPOTPLUGPOTPLUGPLUGPLUG2"12" OC.2"12" OC.2"12" OC.PLUG2"12" OC.PLUG2"12" OC.PLUG2"12" OC.PLUG2"12" OC.PLUG2"12" OC.6' HT.B&B50'H X 25'WTSUGA CANADENSISCANADIANHEMLOCK6
DECIDUOUS TREEPLANTING (TYP.)SOD ATHARDSCAPEEDGE (TYP.)PERENNIALPLANTING (TYP.)SHRUBPLANTING (TYP.)3L2.3EDGING ATPLANTING BED(TYP.)VINYL PERGOLA1L2.3OPEN SPACE/PUBLIC GATHERING6L2.35L2.36' OUTDOORBENCH (TYP.)LANDSCAPE CONCRETECURB (TYP.)SOD6' OUTDOORBENCH (TYP.)PET WASTE STATION4L2.3UNDERGROUND STORMWATERBASIN6' OUTDOORBENCH (TYP.)6' OUTDOORBENCH (TYP.)6' OUTDOORBENCH (TYP.)PERENNIALPLANTINGLANDSCAPE CONCRETECURB (TYP.)SODSODBIKE RACK (TYP.)13C6.1ORNAMENTALGRASSESORNAMENTALGRASSESBOULDER(TYP)BOULDER(TYP)OVERLOOKWETLAND6' OUTDOORBENCH (TYP.)6' OUTDOORBENCH (TYP.)PERENNIALPLANTING (TYP.)4L2.3PERENNIALPLANTINGSODSODSODPET WASTE STATIONPERENNIALPLANTINGPERENNIALPLANTINGSOD AT HARDSCAPEEDGE (TYP.)SHRUBPLANTING (TYP.)3L2.36L2.36' OUTDOORBENCH (TYP.)4' ORNAMENTALFENCE (TYP.)12C6.1ORNAMENTAL GRASSPLANTINGBOULDER(TYP) Know what's below. Call before you dig. RL2.2L202PAS01.DWGENLARGEDLANDSCAPE PLAN1ENLAREGED LANDSCAPE PLAN1" = 10'PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAIL08/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990I hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Landscape Architect under the lawsof the state of MINNESOTA.Pilarsinee Saraithong45059PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16LANDSCAPE NOTES1.SEE SHEET L21. FOR LANDSCAPE NOTES, SCHEDULE, AND LEGEND.2ENLAREGED LANDSCAPE PLAN1" = 10'
L2.3L203PAS01.DWGLANDSCAPE DETAILSPAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAIL08/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990I hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Landscape Architect under the lawsof the state of MINNESOTA.Pilarsinee Saraithong45059PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/161DECIDUOUS TREE PLANTINGNO SCALETREE WRAP TO FIRST BRANCHMOUND SUBGRADESCARIFY BOTTOM ANDSIDES OF PIT PRIORTO PLANTINGCUT AND REMOVE TOP 1/3 BURLAP (MIN.),WIRE BASKET, AND ALL NYLON CORD16" POLY PROPYLENE OR POLYETHYLENE,40 ML, 1-1/2" WIDE STRAPPLANTING PIT 2-3 X DIA. OF SOIL BALLDUG & TILLED PIT 3-5 X DIA. OF SOIL BALLMULCH DISHMULCH, EDGING, & DISH RING(SEE LANDSCAPE NOTES)ROOT FLARE AT FINISHED GRADE ORFIRST MAJOR BRANCHING ROOTAT 1 INCH BELOW SOIL LINEDOUBLE STRAND 14 GA. WIRE3' @ 120 DEGREE INTERVALSNOTESMAINTAIN TREE IN PLUMB POSITIONTHROUGHOUT THE GUARANTY PERIOD(SEE SPECIFICATIONS).TREE STAKING AND ITS METHOD ARE OPTIONALTO CONTRACTORS. TWO ALTERNATIVES ARESHOWN.MOUND SUBGRADESCARIFY BOTTOM ANDSIDES OF PIT PRIORTO PLANTINGCUT AND REMOVE TOP 1/3 BURLAP (MIN.),WIRE BASKET, AND ALL NYLON CORD16" POLY PROPYLENE OR POLYETHYLENE,40 ML, 1-1/2" WIDE STRAPPLANTING PIT 2-3 X DIA. OF SOIL BALLDUG & TILLED PIT 3-5 X DIA. OF SOIL BALLMULCH DISHMULCH, EDGING, & DISH RING(SEE LANDSCAPE NOTES)ROOT FLARE AT SOIL LINE ORFIRST MAJOR BRANCHING ROOTAT 1 INCH BELOW SOIL LINEDOUBLE STRAND 14 GA. WIRE3' @ 120 DEGREE INTERVALSONE FLAG PER WIREPLANTING SOILTOP SOILPLANTING SOIL(SEE LANDSCAPE NOTES)MOUND SUBGRADESCARIFY BOTTOM ANDSIDES OF PIT PRIORTO PLANTINGMULCH(SEE LANDSCAPE NOTES)TOP OF ROOT AT FINISHED GRADEEDGING(SEE LANDSCAPE NOTES)PLANTING SOIL(SEE LANDSCAPE NOTES)SCARIFY BOTTOM ANDSIDES OF PIT PRIORTO PLANTINGMULCH(SEE LANDSCAPE NOTES)MAKE SAUCER AROUND PLANTSEDGING(SEE LANDSCAPE NOTES)SEE PLANT SCHEDULE FOR SPACING12" MIN.6" MIN.INSTALL PLANTING BED 12" MIN. AROUND PLANTSPLANTING SOIL(SEE LANDSCAPE NOTES)MULCH(SEE LANDSCAPE NOTES)3" MAX. BELOW PAVING SURFACEEDGING(SEE LANDSCAPE NOTES)6" MIN.INSTALL PLANTING BED 6" MIN.BEYOND ROOT STRUCTURE6" MIN.3"SODDED AREA 2" MIN.BELOW PAVING SURFACE2"INDIGENOUS SOIL BACKFILLWATER & TAMP TO REMOVE AIR POCKETSREMOVE ALL POT AND ALL PLASTICINDIGENOUS SOIL BACKFILLWATER & TAMP TO REMOVE AIR POCKETSNOTESMAINTAIN TREE IN PLUMB POSITIONTHROUGHOUT THE GUARANTY PERIOD(SEE SPECIFICATIONS).TREE STAKING AND ITS METHOD ARE OPTIONALTO CONTRACTORS. TWO ALTERNATIVES ARESHOWN.3SHRUB PLANTINGNO SCALE5EDGING AT PLANTING BEDNO SCALE4PERENNIAL PLANTINGNO SCALE6SOD AT HARDSCAPE EDGENO SCALE8' STEEL STAKE INSTALL ON THE SIDEOF PREVAILING WIND8' STEEL STAKE INSTALL ON THE SIDEOF PREVAILING WIND2CONIFEROUS TREE PLANTINGNO SCALEUV INHIBITOR-TREATED WHITE EXTERIORWITH BLACK INNER SURFACE7TREE GUARDSNO SCALE3" MIN.- 8" DIAMETER2-PLY CORRUGATED HDPE GUARDS36" MIN.
OR TO FIRST BRANCH
SET BOTTOM FIRMLY IN SOILBACKFILL WITH PLANTING SOIL(SEE LANDSCAPE NOTES)MULCH(SEE LANDSCAPE NOTES)INSTALL PLANTS ACCORDINGTO PLANTING DETAILSMOUND PLANTING AREA ABOVE CURB LEVELREMOVE ANY UNSUITABLE FILL8PLANTING AT PARKING ISLANDNO SCALE
Luminaire ScheduleSymbolQtyLabelArrangementTotal Lamp LumensLLFDescription3IES AR18-30M-MV-NW-5-XX-700 1SINGLEN.A.0.850AR18-30M-MV-NW-5-DB-70012IES AR13-15M-MV-NW-3-DB-700 1SINGLEN.A.0.850AR13-15M-MV-NW-3-DB-700172428CBM1105C-5-30W-4K3-711-xxxIES ES1-48H-MV-NW-W-XX-530 04DOMIA-SY21P1-GAL-3-40W-4K (K6SINGLESINGLESINGLESINGLEN.A.N.A.N.A.N.A.Luminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionLum. LumensUWLRBUG Rating3IES AR18-30M-MV-NW-5-XX-700 1SINGLE0.850AR18-30M-MV-NW-5-DB-700230610.00B4-U0-G212IES AR13-15M-MV-NW-3-DB-700 1SINGLE0.850AR13-15M-MV-NW-3-DB-700136280.00B2-U0-G2172428CBM1105C-5-30W-4K3-711-xxxIES ES1-48H-MV-NW-W-XX-530 04DOMIA-SY21P1-GAL-3-40W-4K (K6SINGLESINGLESINGLESINGLECalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinCalcPts_1IlluminanceFc1.895.160.00N.A.N.A.0.000.000.000.000.010.010.010.000.010.010.010.020.030.120.010.010.010.020.040.120.310.540.040.050.010.020.040.090.290.640.981.451.330.070.050.050.070.060.150.430.841.402.182.722.360.280.140.090.090.150.160.190.450.911.732.483.453.253.462.250.810.240.180.260.390.310.240.360.791.532.463.282.952.683.351.750.920.690.800.750.610.410.280.911.532.573.003.563.322.461.661.611.801.460.990.670.380.290.941.442.262.802.652.632.912.952.862.151.390.840.510.430.550.911.191.832.303.473.753.993.512.461.690.920.600.660.891.220.420.580.851.212.333.473.113.183.372.461.430.820.610.781.191.852.360.750.710.690.961.652.493.913.843.222.681.560.910.600.500.761.482.243.043.621.461.501.271.341.491.992.853.143.292.711.641.000.640.330.340.671.352.303.263.202.622.522.332.011.902.032.452.712.792.581.650.990.680.290.130.203.590.861.512.653.113.293.643.293.552.982.572.302.522.973.042.472.081.380.740.340.160.100.110.250.590.961.622.663.252.992.373.122.323.463.102.442.462.883.423.592.951.941.280.730.340.240.150.090.090.250.650.961.512.282.251.891.320.842.213.553.113.042.381.681.842.853.793.513.272.621.531.040.6628.850.380.160.080.090.250.600.871.401.601.441.271.032.623.413.482.801.671.181.032.083.232.403.483.252.411.641.120.770.530.320.140.080.090.260.520.881.201.421.411.271.562.412.832.942.181.591.210.881.252.843.293.843.392.762.071.471.140.830.580.320.100.084.2210.850.901.251.811.991.750.791.371.952.402.522.091.751.290.950.971.332.273.073.162.802.121.641.281.160.940.610.280.140.330.751.121.792.682.672.430.590.851.301.681.821.972.031.751.301.071.051.101.322.092.722.522.362.121.781.461.400.994.7611.170.671.031.772.803.523.582.930.981.121.331.461.832.232.522.391.891.441.221.281.261.732.032.552.892.922.642.191.611.320.930.871.091.682.823.313.063.872.571.791.521.511.601.612.162.893.443.372.711.971.511.561.431.311.832.713.564.063.772.881.931.291.181.201.672.443.393.943.333.622.702.482.191.921.851.922.583.554.544.453.432.461.831.731.541.291.762.803.985.164.443.222.051.341.271.431.822.543.224.304.515.322.913.613.202.542.151.921.932.613.664.734.643.522.491.851.761.521.311.712.623.704.404.042.981.941.331.311.561.802.293.113.788.262.562.643.113.242.481.801.701.632.173.043.753.692.912.031.491.541.431.471.642.272.853.233.022.431.701.341.391.531.772.032.483.9110.753.583.653.502.961.981.981.941.601.822.492.852.782.261.761.511.371.551.882.051.912.172.392.171.871.601.541.441.471.501.621.972.572.452.043.093.803.772.982.983.363.392.892.522.562.382.191.871.802.162.292.723.373.302.942.452.251.811.701.581.561.631.471.521.651.541.511.210.800.891.732.493.093.403.424.233.473.164.353.633.042.332.011.842.002.773.403.973.043.724.173.272.491.941.591.441.521.571.902.182.342.151.771.441.050.660.320.671.131.762.342.653.073.773.493.424.033.232.551.861.601.551.762.473.113.813.223.623.823.022.361.831.571.401.391.812.573.273.573.172.371.551.130.841.100.380.731.131.461.922.352.782.862.902.902.461.881.251.031.111.371.952.462.832.852.892.862.431.911.671.621.501.552.113.074.164.703.972.731.721.101.052.074.640.350.610.841.081.351.361.461.491.381.321.090.740.690.921.101.191.361.421.501.471.441.501.411.541.741.851.962.443.304.284.924.012.761.741.161.211.641.941.630.391.4217.630.690.790.820.710.630.520.440.631.111.350.770.740.770.850.810.770.861.081.502.032.612.652.693.233.643.773.272.431.611.281.361.591.881.801.300.841.562.483.163.693.172.982.992.712.321.871.491.401.421.632.252.712.722.171.512.663.794.314.033.072.472.141.691.451.321.201.261.692.373.233.583.233.803.334.053.952.902.191.841.511.221.000.991.532.283.113.222.613.512.723.254.304.393.733.012.231.731.361.071.011.191.492.272.843.273.462.631.942.784.234.184.093.452.852.371.961.671.291.091.281.752.532.542.141.470.701.732.703.904.094.173.723.313.072.331.650.951.261.671.471.010.660.680.891.933.013.624.373.323.173.640.680.820.770.620.392.903.653.313.150.340.370.300.160.070.140.120.070.040.990.831.571.260.850.870.831.451.431.271.091.171.201.581.671.891.611.421.401.251.721.561.982.421.941.641.310.851.631.561.261.701.990.810.501.121.341.111.041.391.700.400.550.951.060.981.080.931.141.031.430.970.650.630.871.011.260.870.530.480.650.880.991.030.690.380.520.500.440.320.600.940.820.700.380.250.711.120.900.540.800.931.070.850.750.781.181.461.350.920.840.760.361.261.571.621.370.930.820.770.751.121.431.361.251.171.001.080.960.821.301.481.561.651.481.281.331.260.900.731.301.651.521.852.311.961.601.401.080.630.651.101.641.681.411.882.261.801.501.090.660.320.900.691.201.481.341.121.441.831.430.950.600.400.250.380.540.981.140.970.991.371.611.210.810.590.470.410.350.780.570.881.081.031.271.591.511.170.900.900.670.630.770.530.921.041.061.441.451.301.291.120.980.520.590.360.560.630.801.101.180.991.111.280.730.430.440.470.620.660.440.760.910.820.500.700.420.360.270.531.140.860.880.810.530.400.851.030.870.750.750.510.630.090.110.050.100.370.440.130.050.030.120.080.090.500.560.120.050.040.080.340.490.130.050.110.110.060.050.060.040.070.400.570.120.040.040.040.040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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MENU>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PAS16001PROJECT NO.C0.1COVER SHEETA0.1A1.1C1.1EXISTING CONDITIONSC1.2DEMOLITION PLANC2.0OVERALL PUD SITE PLANC2.1SITE PLANC2.2ENLARGED SITE PLANC3.1GRADING PLANC3.2ENLARGED GRADING PLANC3.3ENLARGED GRADING PLANC3.4SWPPP PLANC3.5EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2FINAL PLATC6.1DETAILSC6.2 DETAILSC6.3 DETAILSL2.1LANDSCAPE PLANL2.2ENLARGED LANDSCAPE PLANL2.3LANDSCAPE DETAIL08/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16E1.1PHOTOMETRIC PLAN1PHOTOMETRIC PLAN1" = 40'