HomeMy WebLinkAbout4.b. Rosewood Crossing FP
EXECUTIVE SUMMARY
Planning Commission Meeting Date: March 30, 2021
Tentative Council Meeting Date: April 20, 2021
AGENDA ITEM: Case 21-06-FP Final Plat for Rosewood
Crossing Second Addition
AGENDA SECTION:
Consent
PREPARED BY: Kyle Klatt, Senior Planner AGENDA NO. 4.b.
ATTACHMENTS: Site Location Map; Rosewood Crossing
Final Plat; Final Site Plan; Final Grading
Plan, Storm Water Management Plan;
Final Utility Plans (Water, Sewer, Storm
Sewer); Final Landscape Plan; Revised
Phasing Plan; Architectural Plans
(approved); City Engineer Review Memo
Dated 3-25-21
APPROVED BY: LM
RECOMMENDED ACTION:
1) Motion to Recommend Approval of the Final Plat for Rosewood Crossing Second
Addition subject to the following conditions:
a. Execution of a subdivision agreement.
b. Incorporation of recommendations from the City Engineer in a review
memorandum dated March 25, 2021 relative to drainage, grading, street design,
easements, utilities and the adjacent sidewalks.
c. Payment of a fee in lieu of park land dedication for each unit consistent with the
City’s adopted fee schedule.
d. Execution of a minor amendment to the Rosewood Crossing PUD Agreement to
incorporate the updated site and phasing plans.
e. Provision of all easements as required by the City Engineer.
f. No building permit may be issued for the seventh building (Lot 8, Block 1) until a
parking study is conducted after completion and occupancy of the third building.
If the study identifies a shortage of parking within the PUD area, the applicant will
need to construct more off-street parking in lieu of a seventh building. If there are
no issues identified with the parking study, the City will allow the developer to
proceed with all seven buildings as depicted on the site plans.
g. The temporary loop roads associated with phases three and five shall be
constructed of a material deemed suitable by the City for emergency vehicle
access. A turn-around area with a width and surface approved by the City Fire
Marshall shall be provided at the termination of any private street (prior to
construction of the temporary loop road).
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SUMMARY
The City Council is being asked to consider a request by Luke Israelson (Rosewood Crossing, LLC.) for
final plat approval of the Rosewood Crossing Second Addition. The proposed final plat incorporates the
southern portion of the Rosewood Crossing Planned Unit Development (PUD), a 225-unit, seven building
apartment development approved by the City in 2016 and located south of 145th Street and east of
downtown Rosemount. The developer has proposed building the project in seven different phases that
correspond to each of the buildings, and previously received approval of a final plat for the first two
phases. The current request is a final plat for all remaining phases and specifically the five remaining 32-
unit apartment buildings. In conjunction with the initial Rosewood Crossing plat, the City also approved
final development plans associated with the PUD. All submitted final construction plans for the second
addition are consistent with the approved PUD plans. The attached architectural plans are included for
reference only.
Please note that the submitted plans include some minor changes to the approved PUD development
plans based on actual field conditions. The applicant has also provided a slightly updated drawing
associated with the approved phasing plan to more specifically call out the timing of the private road
improvements.
Applicant: Rosewood Crossing, LLC (Luke Israelson)
Property Owner: Rosewood Crossing, LLC
Property Location: Outlot A – Rosewood Crossing
Size of Property: 9.62 Acres
Comprehensive Plan Designation: HDR High Density Residential
Zoning: R-4/PUD High Density Residential/PUD
Number of Units: 160 units overall/5 32-unit buildings
Site Density: 16.6 units/acre overall
Current Neighboring Land Uses: North – Rosewood Crossing Apartments (2) and Light Industrial
South – Residential and Future Commercial
East – Detached Townhomes
West – Railroad and Rosemount Park and Ride
BACKGROUND
The overall development plans for Rosewood Crossing include seven 32-unit apartment buildings and one
caretaker’s residence/office/meeting space structure that will all access a private street system that loops
around the site. The site plans also include 320 parking stalls located either along the private street or
within detached garage structures near the apartment buildings they serve. The applicant has proposed
building the individual buildings in phases moving from the north part of the property to the south, and
received final plat approval for the first two buildings in 2017. With construction of the first two
apartment buildings complete, and work on the caretaker’s residence and office underway, the applicant is
now seeking final plat approval for the remaining building areas within the PUD area. Originally, the
applicant was planning to plat each building as a separate final plat, but has decided to combine the
remaining final phases into the proposed Rosewood Crossing Second Addition. The applicant still intends
to build approximately one building each year.
The master development and final PUD plans were approved in 2016 with the preliminary plat and 2017
with the final plat. These plans included detailed information concerning site grading, storm water
management, access, private street design, parking layouts, landscaping, and building architectural designs.
All the construction plans submitted with the final plat application are consistent with these plans, but
have been updated in two ways:
• The private access drive across the rail spur between Rosewood Crossing and the adjacent
Rosewood Village townhouses to the east has been modified to provide a separated curb cut for
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the driveway, which was a requirement of the preliminary plat approval. The grading has also been
slightly modified in this area to accommodate the existing topography in the area.
• As a result of the grading changes, the garage structures serving building four have been
reconfigured from two buildings into one with a net reduction of two parking stalls.
In addition, the applicant submitted an upgraded overall phasing plan depicting the timing for private
roadway improvements by tying these improvements to specific project phases. Each of these changes are
minor in nature, and can be approved administratively by staff separate from the platting approvals.
All previous conditions of approval required under the master development plan will carry forward with
the final plat, including a condition that caps the overall number of apartment buildings permitted at six.
This condition requires the developer to conduct a parking study prior to construction of the fourth
building, and if no issues are identified as part of this review, the applicant will be able to proceed with all
seven buildings.
ISSUE ANALYSIS
Legal Authority . This application is a Quasi-Judicial action. The final plat application is Quasi-Judicial
because the City has a set of standards and requirements for reviewing this type of application that is
described in detail below. Generally, if the final plat meets the ordinance requirements it must be
approved.
Final Plat. The final plat replats Outlot A of Rosewood Crossing into separate lots for the five remaining
apartment buildings and accessory garage structures. The remainder of the site will be platted as either an
outlot along the south/southeastern property boundary for storm water management or Lot 12, Block 1
which will include all the common open space around each building and the private play area between two
of the buildings. The plat includes easements for drainage and utility purposes, and these easements will
be subject to final approval by the City Engineer.
Land use and Zoning . The proposed final plat will facilitate the construction of 160 apartment units
spread out between five structures, and the plat is consistent with the current land use and zoning
classifications (as amended in 2016 with the preliminary plat). The subject property is guided HDR – High
Density Residential and is zoned R-4/PUD High Density Residential Planned Unit Development. The
overall site density will be 18.9 units per acre once complete, which is well within the range of 12 to 30
units per acre allowed under the high-density residential zoning standards. All buildings constructed
within the subdivision will need to comply with the final PUD development plans approved for Rosewood
Crossing. The approved building design is attached for reference.
Lot and Building Standards . As noted above, each apartment building and detached garage will be
placed on a separate lot of record. The caretakers building and common gathering space was also
previously platted as a separate lot within the first Rosewood Commons plat. Because it is a PUD, there
are no issues associated with internal lot lines, only setbacks from the a0djoining properties. Building
setback requirements are 30’ for the principal structures from all sides of the PUD and 50’ front yard and
10’ side yard setbacks for accessory structures which would include the parking garages. The plan meets
these standards.
Building and Architecture. The final development plans approved in 2017 included elevations and
architectural plans for the apartment buildings and garages. The applicant is not proposing any changes to
the approved plans, which were found to meet all applicable requirements from the zoning ordinance and
4
PUD conditions. These plans are included for reference, but are not part of the formal final plat approval.
The composition of apartment unit types within the project are listed as follows (the percentages are
consistent with the preliminary development plans):
Proposed Types of Apartment Units for Rosewood Commons
Type of Unit Size Number of Units Percentage of Units
One Bedroom 700 Square Feet 100 63%
Two Bedroom 829-894 Square Feet 60 37%
Parks and Open Space. The developer is being asked to pay a fee in lieu of park land for the project
based on the current approved rate of $2,500 per unit for a high-density residential project. This amount
will be collected with the building permit for each of the buildings. To date the City has collected
$162,500 in part fees for the two existing buildings and caretaker’s residence.
The master plan includes a small private playground area on the southern portion of the site in the back of
buildings four, six, and seven. As noted in the master plan review, the final details for the play area should
be submitted to the City for review prior to construction. The PUD phasing plan identifies that the
playground will be installed as part of phase four.
Access and Parking . The City’s approval of the master development plan included several conditions
related to parking and access across the site. The final development plans were updated to address
maneuvering concerns at the 145th Street entrance, and now provide adequate stacking for vehicles waiting
to exit the site onto 145th Street. The phasing plan also includes the construction of a specific number of
parking stalls within each project phase. Overall the applicant is proposing 448 parking stalls of which 111
will be located within the detached accessory garage structures and 337 will be exterior surface parking
stalls, around each building. 130 of these stalls were constructed with the first two buildings, while the
remainder will be constructed within the final plat area. The number and location of parking stalls is
consistent with the preliminary development plan approval.
The conditions of preliminary plan approval specified that the project was approved for six buildings and
the office building, and that the parking situation had to be evaluated before a seventh building could be
constructed. The parking evaluation must be completed before the fourth phase is constructed, at which
point the City will have the ability to either find that the parking provided is adequate and the developer
can proceed with all seven buildings, or that the parking is not adequate to meet the actual demand on the
site. If parking is not adequate, one building will need to be eliminated from the plan. Because the last five
phases are all included in the proposed final plat area, staff is recommending a condition of approval that
will only allow a building permit to be issued for a seventh building upon the completion of a parking
study that finds no issues with the demand for parking on the site.
The updated phasing plan includes two temporary loop roads that will be constructed with phases three
and five respectively. The temporary roads will provide a secondary outlet to the private rail spur crossing
or will provide a connection around the southern portion of the site. These connections will be useful for
maintaining good emergency vehicle access throughout the site and for providing an alternate exit in case
on of the access drives is blocked. The applicant is proposing to use a class 5 gravel surface for the
temporary connections; staff is willing to accept the temporary gavel surface provided it is designed to
accommodate emergency vehicles. Additionally, staff is recommending a condition of approval that
requires a turn-around area approved by the City at the termination of the private streets prior to
completion of the access road loop.
Phasing Plan. The Rosewood Crossing Second Addition final plat covers the last five phases of the
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project and will allow construction to commence on the remaining buildings without any additional
approvals (other than a building permit) from the City. Each remaining phase of the project will
essentially include one of the 32-unit apartment buildings, detached garage structure with 16 parking stalls,
surface parking around each building, access road extension, fencing to the furthest extent of each phase,
and landscaping. Water and sewer service will be extended in each phase with the other improvements;
roughly half of the sewer was installed with the first two project phases.
Landscaping and Tree Preservation. The landscaping plan provided with the previous site approvals
indicates a total of 240 trees across the entire development. This exceeds the 233 trees required by code
(eight plus one tree per unit); and leaves 172 trees to planted with the 2nd Addition final plat area. The
majority of the new trees are located along the eastern property line to help provide screening and
buffering to the residences east of the rail spur.
The tree preservation plan provided with the original PUD application indicated that the developer will be
removing 196 caliper inches of existing vegetation beyond the threshold for removal without replacement
being required. Because of the amount of landscaping required for the site before any replacement, the
City allowed the applicant pay in lieu of planting for the trees. The $11,700 fee was paid with the first
building permit within the development, and will be used to fund the plating of trees on public property in
the City.
Signage. The applicant is proposing a monument sign that will be located at the entrance along 145th
Street. A sign permit for the sign may be approved administratively so long as it meets all the
requirements of the Sign Ordinance
Engineering . The City’s project engineer has reviewed the final plat and final construction plans and
provided comments in the Engineer’s Memo dated March 25, 2021. Generally, the comments pertain to
information that must be included for review prior to building permit approval. A portion of the
development fees for the project were paid with the first addition; the remainder of the fees will be due
with this development as follows (for 9.62 acres): $10,341.50 for sanitary sewer trunk charges, $53,821.60
for storm sewer trunk charges (estimated, may be adjusted once final lot areas are calculated), and $62,530
for water main trunk charges.
CONCLUSION & RECOMMENDATION
Staff recommends that the Planning Commission recommend approval of the application for a Final Plat for
Rosewood Crossing Second Addition subject to the conditions of approval outlined in the recommended
action section above.
LOCATION MAPSITEI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly registered engineer under the laws of theState of Minnesota.Luke Warren Israelson6001 Egan Drive, Ste 100, Savage, MN 55378Phone: 952.226.3200 Web: www.kjwalk.comDate:02/18/2021Revision:OriginalLocation MapRegistration #: 51362SHEET 1 of 1Date: 2/18/2021FILE PATH: G:\My Drive\Work Files\Rosemount Projects\Rosewood Crossing\Engineering\CAD\DWGs\RWC2-2.dwgFebruary 18, 2021 LAST SAVED: February 18, 2021CrossingRosemount, MNSecond Addition
1TWO STORY APARTMENT2870 145TH ST W
963.00
TWO STORY APT.2860 145TH ST W
963.00
TWO STORY APARTMENT2830 145TH ST W
963.00
TWO STORY APT.2850 145TH ST W
961.80
1617111915171041GARAGE 7
16 STALLS- 962.60
GARAGE 416 STALLS- 961.40GARAGE 3
16 STALLS 161112128121212
12 2820
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16 ST
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EXISTINGTWO STORY APARTMENT2810 145TH ST W
FFE=966.10
EXISTINGTWO STORY APARTMENT2820 145TH ST W
FFE = 964.10
EXISTINGCOMMONBLDG
970.50
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928.0056.00110TWO STORY APT.2840 145TH ST W
962.00
FFE=961.90
FFE=962.409 1010111161110128.0028.0028.0028.0028.0028.00TOT LOT
PAVILION
PAVILION1328
GARAGE 6 14 STALLS1195FFE=963.00FFE=962.70Rosewood Crossing
Cover
SHEET 1 of 7
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FILE PATH: G:\My Drive\Work Files\Rosemount Projects\Rosewood Crossing\Engineering\CAD\DWGs\RWC2-2.dwg
SHEET INDEX1 Cover
2 Grading and Erosion Control/ Landscaping Plan3 SWPPP4 Sanitary Sewer and Water Main Construction5 Storm Sewer6 Street Construction7 Details
Legend
Existing watermain
Proposed watermain
Existing sanitary
Proposed sanitary
Existing storm
Proposed storm
Existing hydrant
Proposed hydrant
Existing gate valve
Proposed gate valve
Existing manhole
Proposed manhole
Proposed catchbasin
Silt fence
Inlet protectors
Parking lot lights
Building Lights
Rip Rap
TYPICAL PARKING SPACE
(NOT TO SCALE)
BLDG
CONCRETE SIDEWALK6.5'4'17.5'8.5'
DUMPSTER LOCATION
NOTES
LIGHTS ALSO INSTALLED ON EXTERIOR OFBUILDINGS.
LAST SAVED: March 16, 2021
PARKING
REQUIRED
2 STALLS PER UNIT (160 UNITS)320
PROVIDED
GARAGE STALLS 80
PARKING STALLS 240
TOTAL 320
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly registered engineer under the laws of the
State of Minnesota.
Warren John Israelson
6001 Egan Drive, Ste 100, Savage, MN 55378
Phone: 952.226.3200 Web: www.kjwalk.com
02/16/2021
Revision:
Original
Registration #: 40175
RosewoodCrossing
Date: 3/16/2021
For Review
March 16, 2021
Date:
Second Addition Rosemount, MN
03/16/2021 Revised
1TWO STORY APARTMENT2870 145TH ST W963.00TWO STORY APT.2860 145TH ST W963.00TWO STORY APARTMENT2830 145TH ST W963.00TWO STORY APT.2850 145TH ST W961.8016
1
7
1
1
1
9
1
5
1
7
10
4
1GARAGE 7 16 STALLS- 962.60G
A
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A
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4
16
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9
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4
0GARAGE 316 STALLS
16
30
202020
20
1
1
20
2
0 201281220
2012121220
962.85
962.40
962.80
20 20 2820 GARAGE16 STALLSEXISTINGTWO STORY APARTMENT2810 145TH ST WFFE=966.10EXISTINGTWO STORY APARTMENT2820 145TH ST WFFE = 964.10EXISTINGCOMMONBLDG970.502810 GARAGE16 STALLSFFE=965.89FFE=965.56FFE=965.23FFE=963.23FFE=963.56FFE=963.89962.65
963.61
1
10
TWO STORY APT.2840 145TH ST W962.00962.10
962.40
962.80
962.40
962.40
FFE=961.90FFE=962.40
962.00
9
10
10
961.30
961.10
961.40
961.40
961.85
961.85
961.40
961.40
960.10
960.60
1
11
960.10
961.35
961.45
961.75
964.50
16
1
1
10
961.55
961.40
962.95
962.75
961.50
961.30
961.00
960.70
961.00
961.50
960.50
961.10
961.10
960.70
960.80
960.60
959.60
959.25
960.00
960.50
960.33
966.50
964.10
961.75
961.50
962.10
961.50
961.80
963.85963.95 963.50 963.20 964.08
1TOT LOTPAVILIONPAVILION20
2020 30
3024'X 50' ROCK CONSTRUCTION ENTRANCE963.15
963.10
962.20
962.40
962.90
962.90
962.40
961.20
961.90
961.90
962.85
962.40
962.90
963.00
963.00
962.20
961.40
961.30
960.80
961.30
960.60
960.90
960.80
960.80
960.90
961.30
961.10
960.40
960.75
960.80
961.30
961.30
961.75
962.85
961.45
961.35
960.20
961.00
959.75
959.40
959.75
962.10
962.40
962.40
962.40
961.60
960.80
(NO BACK OF CURB)
MAINTAIN 5% MAX
SLOPE ON WALK
961.70
13
28
GARAGE 6
14 STALLS
1
1
9
963.20
963.50
963.30
962.50
965.40
964.80
965.40
966.00
965.40
963.70
962.20
962.50
963.60
965.30
962.30
962.00
5
962.70
FFE=963.00FFE=962.70
964964966.50
Grading & Erosion ControlSHEET 2 of 7FILE PATH: G:\My Drive\Work Files\Rosemount Projects\Rosewood Crossing\Engineering\CAD\DWGs\RWC2-2.dwg LAST SAVED: March 16, 2021 LAST SAVED: March 16, 2021Silt Fence to be installed along perimeter ofconstruction area prior to the start of work.NOTES:MAXIMUM ALLOWABLE SLOPE 3:1PONDS MAY BE USED AS TEMPORARY SEDIMENTATIONBASINS DURING CONSTRUCTION, IF A POND IS USED ASA TEMP. SED. BASIN IT MUST BE CLEANED OUT PRIORTO BEING PUT INTO SERVICE.DRAINAGE TO THE TEMPORARY SEDIMENTATIONBASINS MUST BE MAINTAINED THROUGHOUT THECONSTRUCTION PROCESS.SEED MIXES AS SHOWN IN LEGEND , WHERE NOTSPECIFIED USE MN DOT MIX 250 AS GENERAL SITESTABILIZATION.STOCKPILES TO BE STABILIZED IF NOT UTILIZED FORMORE THAN 7 DAYS.I hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly registered engineer under the laws of theState of Minnesota.Warren John Israelson6001 Egan Drive, Ste 100, Savage, MN 55378Phone: 952.226.3200 Web: www.kjwalk.com02/16/2021Revision:OriginalRegistration #: 40175RosewoodCrossingDate: 3/16/2021For ReviewMarch 16, 2021Date:Second Addition Rosemount, MN03/16/2021 Revised04080120CB & DROP IN INLET PROTECTORSSEED & BLANKETLEGEND RIP RAPSILT FENCE
SWPPP
SHEET 3 of 7
FILE PATH: G:\My Drive\Work Files\Rosemount Projects\Rosewood Crossing\Engineering\CAD\DWGs\RWC2-2.dwg
SWPPP (STORM WATER POLLUTION PREVENTION PLAN)
LAST SAVED: March 16, 2021
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly registered engineer under the laws of the
State of Minnesota.
Warren John Israelson
6001 Egan Drive, Ste 100, Savage, MN 55378
Phone: 952.226.3200 Web: www.kjwalk.com
02/16/2021
Revision:
Original
Registration #: 40175
RosewoodCrossing
Date: 3/16/2021
For Review
March 16, 2021
Date:
Second Addition Rosemount, MN
03/16/2021 Revised
16860602068
192TWO STORY APARTMENT2870 145TH ST W
963.00
TWO STORY APT.2860 145TH ST W
963.00
TWO STORY APARTMENT2830 145TH ST W
963.00
TWO STORY APT.2850 145TH ST W
961.80
1616871686811710416868200
68200
6820068
200
200
68
202002020068
68
68
192
192
1922019219220202020
8" C900 PVC
8" C900 PVC8" CL52 DIP
8" C900 PVC
GARAGE 7
16 STALLS- 962.60
GARAGE 416 STALLS- 961.40CONNECT TO EXISTING 8" WATER16302010201017.47
2036.44 201
5
6
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0
2
1120202012122
28"
C
9
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REMOVE 8" DI PLUG
CONNECT TO
EXISTING WATERMAIN
REMOVE 8" DI PLUG
CONNECT TO
EXISTING WATERMAIN20
8" 11.25 BEND202020
EXISTINGTWO STORY APARTMENT2810 145TH ST W
FFE=966.10
EXISTINGTWO STORY APARTMENT2820 145TH ST W
FFE = 964.10
EXISTINGCOMMONBLDG
970.50
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8
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VAN ACCESSIBLE
TRASH ENCLOSURE
S27°
4
8
'
4
9
"
W
N89°50'17"WS00°09'44"W
N
4
8
°
4
0
'
4
6
"
E
N00°25'44"E
TRASH11.74RESERVED
VALLEY GUTTER
TWO STORY APT.2840 145TH ST W
962.00
101011116111018"x4" TEE
4" GV
ADD FIRE HYDRANT
8"x4" TEE4" GV
8"x4" TEE
4" GV
8"x4" TEE
4" GV
TOT LOT
PAVILION
PAVILION20 202030308" 45° BEND
8" X 8" TEE8" 45° BEND
8" X 8" TEE
8"x6 REDUCER
6" GATE VALVE
FIRE HYDRANT
8"x6 TEE
6" GATE VALVE
FIRE HYDRANT
PROPOSED 20'
UTILITY EASEMENT
8"x6 REDUCER
6" GATE VALVE
FIRE HYDRANT
8" C900 PVC13
28GARAGE 6 14 STALLS1195FFE=963.00FFE=962.70WATERMAIN 3
955
960
965
970
955
960
965
970
0+00 1+00 1+50
PROPOSED GRADE
EXISTING GRADE
8"x8" TEE
7.5' MIN. COVER
8" C
L
5
2
D
I
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CONNECT TO EXISTING WATERMAIN
CONTRACTOR TO VERIFY LOCATION
WATERMAIN
950
955
960
965
970
950
955
960
965
970
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
7.5' MIN. COVER 7.5' MIN. COVER
8" CL52 DIP 8" CL52 DIP 8" CL52 DIP
CONNECT TO EXISTING WATERMAINCONTRACTOR TO VERIFY LOCATION
8"x8" TEE
8"x8" TEE
8"X6" REDUCER
INSTALL 6" GATE VALVE
AND FIRE HYDRANT
PROPOSED GRADE
EXISTING GRADE
WATERMAIN 2
950
955
960
965
970
950
955
960
965
970
0+00 1+00 2+00 3+00
7.5' MIN. COVER
8" CL52 DIP
8"x8" TEE
8"X6" REDUCER
INSTALL 6" GATE VALVE
AND FIRE HYDRANT
PROPOSED GRADE
EXISTING GRADE
8" SDR 35 PVCINV=956.42
15" HDPE
INV=956.44
Water Main Construction
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I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly registered engineer under the laws of the
State of Minnesota.
Warren John Israelson
6001 Egan Drive, Ste 100, Savage, MN 55378
Phone: 952.226.3200 Web: www.kjwalk.com
02/16/2021
Revision:
Original
Registration #: 40175
RosewoodCrossing
Date: 3/16/2021
For Review
March 16, 2021
Date:
Second Addition Rosemount, MN
03/16/2021 Revised
NOTES
6" C900 PVC FOR ALL WATER SERVICES6" PVC PIPE FOR ALL SEWER SERVICES
Water main to be installed in strictaccordance with the most currentedition of the CEAM specifications.
1TWO STORY APARTMENT2870 145TH ST W
963.00
TWO STORY APT.2860 145TH ST W
963.00
TWO STORY APARTMENT2830 145TH ST W
963.00
TWO STORY APT.2850 145TH ST W
961.80
1617111915171041GARAGE 7
16 STALLS- 962.60
GARAGE 416 STALLS- 961.40GARAGE 3
16 STALLS 16118 2820
G
A
R
A
G
E
16 ST
A
L
L
S
EXISTINGTWO STORY APARTMENT2810 145TH ST W
FFE=966.10
EXISTINGTWO STORY APARTMENT2820 145TH ST W
FFE = 964.10
FFE=
9
6
5
.
2
3
FFE=
9
6
3
.
2
3
FFE=
9
6
3
.
5
6
FFE=
9
6
3
.
8
9
S23°5
4
'
3
1
"
W
526.1
2 N89°50'17"W414.21S00°09'44"W
110TWO STORY APT.2840 145TH ST W
962.00
FFE=961.90
FFE=962.409 10101111611101TOT LOT
PAVILION
PAVILION
FE1
I=48.00
45 - 18" HDPE @ 0.51%
45 - 18" HDPE @ 0.89%
95 - 18" H
D
P
E
@
1.
0
0
%
132 - 18" HDP
E
@
0
.
4
9
%
51 - 16" HDPE @ 0.79%
EX-CB4
T=961.40
I=957.63 139 - 18" HDPE @ 0.86%80 - 12" HDPE @ 0.50%77 -
1
8
"
H
D
P
E
@
1
.
1
4
%
42 - 18" HDPE @ 1.12%
10
3
-
1
8
"
H
D
P
E
@
2
.
1
6
%
1
0
2
-
1
8
"
H
D
P
E
@
0
.
0
0
%
EX-CB5T=961.60
I=958.28
EX-CB3AT=960.50
I=958.10
STMH14
T=961.30
I=950.70
CB4T=963.20
I=960.00
CB5
T=961.50
I=958.14 CBMH11T=960.80
I=952.76
CBMH18T=960.60
I=950.23
FE19
I=948.00
CB6
T=961.50
I=957.12
CBMH10T=961.00
I=954.45
CB8T=961.60I=957.12
EX-CBMH3
T=960.70
I=956.68
EX-CBMH2T=960.70
I=948.23
CBMH9
T=961.50I=956.31 1328GARAGE 6 14 STALLS1195CB2T=959.40
I=955.56
FFE=963.00FFE=962.701
5
5
-
1
2
"
H
D
P
E
@
0
.
5
0
%
CB13A
T=962.00
I=959.00 964964CB7T=961.70
I=957.56
CB1
T=959.25I=956.00
CBMH13
T=960.80
I=951.57
CB12
T=960.80I=957.80
CB1 TO FE3
955
960
965
970
955
960
965
970
0+001+001+50
34' - 12" CL5 RCP @ 1.00%
44' - 12" CL5 RCP @ 1.00%CB13.25 BUILDCB23.85 BUILDRim =
959.25
Rim =
959.40
Inv =
955.56
Inv =
956.00
EXISTING GRADE
PROPOSED GRADE
Inv =
954.07
Rim =
960.65EX- MH6.58 BUILDInv =
955.21
EXISTING GRADE
PROPOSED GRADE
CB4 TO FE19
950
955
960
965
970
975
950
955
960
965
970
975
0+001+002+003+004+005+006+007+008+009+009+50
Rim =
960.60
Rim =
961.30
Inv =
950.23
Inv =
950.70STMH14 10.60 BUILDCBMH1810.37 BUILD139 - 18" HDPE @ 0.86%
71 - 15" HD
P
E
@
2
.
0
9
%
96 - 15" HDP
E
@
1
.
9
4
%
88 - 15" HDPE @ 0.93%
127 - 15" HDPE @ 0.80%
166 - 12" HDPE @ 1.00%
Inv = 952.76
Inv = 954.45
Inv = 956.31Inv = 957.12
Inv = 958.14
Inv = 960.00
Rim = 963.20
Rim = 961.50 Rim = 961.50 Rim = 961.50 Rim = 961.00 Rim = 960.80
77 - 18" HDPE @ 1.14
%
42 - 18" HDPE @ 1.12%
103 - 18" H
D
P
E
@
2
.
1
6
%CB43.20 BUILDCB53.36 BUILDCB64.38 BUILDCBMH95.19 BUILDCBMH106.55 BUILDCBMH118.04 BUILDInv =948.00FE19Inv = 951.57
Rim = 960.80CBMH139.23 BUILD8" PVC
I= 956.70Inv =958.34
Inv =952.96
4" FOAM INSULATION
CB12 TO CBMH13
955
960
965
970
955
960
965
970
0+00 1+00 1+50CBMH139.23 BUILDCB123.00 BUILDRim = 960.80Rim = 960.80
Inv = 957.80
Inv = 951.57
EXISTING GRADE PROPOSED GRADE
80 - 12" HDPE @ 0.50%
Inv =957.40
Inv = 946.00 Inv =946.00
102 - 18" HDPE @ 0.00%
EXISTING GRADE
CBMH7 TO CBMH9
955
960
965
970
975
955
960
965
970
975
0+00 1+00 2+00CB74.15 BUILDCB84.49 BUILDCBMH95.19 BUILD67 - 12" HDPE @ 0.50%87 - 12" HDPE @ 0.50%
Rim = 961.50 Rim = 961.60 Rim = 961.70
Inv = 956.31 Inv = 957.12 Inv = 957.56
EXISTING GRADEPROPOSED GRADE
Inv =956.78
CB17 TO CB15
950
955
960
965
970
950
955
960
965
970
-1+00 0+00 1+00 2+00 2+50CB173.60 BUILDCBMH1810.37 BUILDCB163.59 BUILDCB153.10 BUILDRim = 960.60 Rim = 960.60 Rim = 960.10 Rim = 960.10
Inv = 957.00Inv = 956.51
Inv = 950.23
Inv = 957.00
99 - 12" HDPE @ 0.50%
62 - 12" HDPE @ 0.50%
93 - 12" HDPE @ 0.50%
EXISTING GRADE
PROPOSED GRADE
Inv =
956.54 Inv =
956.20
CB13A TO CBMH13
955
960
965
970
975
955
960
965
970
975
0+00 1+00 2+00
EXISTING GRADE
PROPOSED GRADE
Inv =958.22 CB13A3.00 BUILDCBMH139.23 BUILDRim = 962.00
Rim = 960.80
Inv = 959.00
Inv = 951.57
155 - 12" HDPE @ 0.50%
Storm Sewer Construction
SHEET 5 of 7
0 50 100 150
FILE PATH: G:\My Drive\Work Files\Rosemount Projects\Rosewood Crossing\Engineering\CAD\DWGs\RWC2-2.dwg LAST SAVED: March 16, 2021
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly registered engineer under the laws of the
State of Minnesota.
Warren John Israelson
6001 Egan Drive, Ste 100, Savage, MN 55378
Phone: 952.226.3200 Web: www.kjwalk.com
02/16/2021
Revision:
Original
Registration #: 40175
RosewoodCrossing
Date: 3/16/2021
For Review
March 16, 2021
Date:
Second Addition Rosemount, MN
03/16/2021 Revised
TWO STORY APARTMENT2870 145TH ST W963.00TWO STORY APT.2860 145TH ST W963.00TWO STORY APARTMENT2830 145TH ST W963.00TWO STORY APT.2850 145TH ST W961.80GARAGE 7 16 STALLS- 962.60G
A
R
A
G
E
4
16
S
T
A
L
L
S
-
9
6
1
.
4
0GARAGE 316 STALLSDECORATIVE FENCEDECORATIVE FENCE 2820 GARAGE16 STALLSEXISTINGTWO STORY APARTMENT2810 145TH ST WFFE=966.10EXISTINGTWO STORY APARTMENT2820 145TH ST WFFE = 964.102810 GARAGE16 STALLSFFE=965.23FFE=963.23FFE=963.56FFE=963.89TWO STORY APT.2840 145TH ST W962.00FFE=961.90FFE=962.40
28.00
28.0028.0028.0028.0028.00
TOT LOTPAVILIONPAVILIONGARAGE 6
14 STALLS
FFE=963.00FFE=962.70AMAL
LAMLAMLMLMMMMMLLLLLLMMAALMMLLLLLLLLMMMLLMLLLLRRRRRRRRRRRRRRRRRRRRLM105- SHRUBS SPACED 30" ON CENTERPOLY LANDSCAPING EDGEMULCH BEDSODLandscape PlanSHEET 6 of 7050100 150FILE PATH: G:\My Drive\Work Files\Rosemount Projects\Rosewood Crossing\Engineering\CAD\DWGs\RWC2-2.dwgX963 EXISTING TREE TO BE REMOVEDEXISTING TREE AND TAG NUMBER963 COLORADO BLUE SPRUCE (70 TREES)NOTES:* CONIFEROUS TREES STAGGERED WITH15' SPACING* DECIDUOUS TREES-20' SPACING* SHRUBS TO BE PLANTED IN FRONT OFALL BLDGS*DECORATIVE FENCE TO BE JERITH EP-1OR EQUIVALENT1/3 TREE
HEIGHT ROOT CROWN ATFINISH GRADE,OR 1-2" ABOVE GRADEFINISH GRADETILLED OR BROKEN UPSOIL MIN 12" DEEP2" SETTLED LAYER OF MULCH2X WIDTH OF ROOTBALLLEGEND RIVER BIRCH (29 TREES)1/3 TREE
HEIGHT ROOT CROWN ATFINISH GRADE,OR 1-2" ABOVE GRADEFINISH GRADETILLED OR BROKEN UPSOIL MIN 12" DEEP2" SETTLED LAYER OF MULCH2X WIDTH OF ROOTBALLLINDEN (33 TREES)MAPLE (37 TREES)RLMROOT CROWN ATFINISH GRADE,OR 1-2" ABOVE GRADEFINISH GRADETILLED OR BROKEN UPSOIL MIN 12" DEEP2" SETTLED LAYER OF MULCH2X WIDTH OF ROOTBALL LAST SAVED: March 16, 2021DECORATIVE FENCE LAST SAVED: March 16, 2021I hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly registered engineer under the laws of theState of Minnesota.Warren John Israelson6001 Egan Drive, Ste 100, Savage, MN 55378Phone: 952.226.3200 Web: www.kjwalk.com02/16/2021Revision:OriginalRegistration #: 40175RosewoodCrossingDate: 3/16/2021For ReviewMarch 16, 2021Date:Second Addition Rosemount, MN03/16/2021 RevisedLandscape PlantingCommon NameBotanical NameSize #Colorado Blue SprucePicea pungens8' 70Autumn Blaze Maple Acre Freemanii 'Jeffsred'2.5" 37River BirchBetula Nigra2.5" 30LindenTilia2.5" 35Total172
116171119151710411611121281212 1212
11091010111161110113281195Phasing Plan
SHEET 1 of 1
0 50 100 150
FILE PATH: G:\My Drive\Work Files\Rosemount Projects\Rosewood Crossing\Engineering\CAD\DWGs\RWC2-2.dwg LAST SAVED: March 19, 2021
PHASE 1 PHASE 3
PHASE 2 PHASE 5
PHASE 4
PHASE 6
PHASE 3 TEMPORARYPHASE 5 TEMPORARY LOOPPHASE 7 LOOPI hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly registered engineer under the laws of the
State of Minnesota.
Warren John Israelson
6001 Egan Drive, Ste 100, Savage, MN 55378
Phone: 952.226.3200 Web: www.kjwalk.com
03/19/2021
Revision:
Original
Registration #: 40175
RosewoodCrossing
Date: 3/19/2021
For Review
March 19, 2021
Date:
Second Addition Rosemount, MN
PHASE 2 HAMMER HEAD
5" CASING LP LAP 6" REVEAL
COVERED VENT
LP LAP 4" REVEAL
SINGLE DOOR WITH SIDELITES
IN COVERED ENTRY
STONE VENEER
LP SHINGLES
ASPHALT SHINGLES
LP LAP 6" REVEAL
LP LAP 4" REVEAL
STONE VENEER
5" CASING
COVERED VENT
ASPHALT SHINGLES
LP LAP 6" REVEAL 5" CASING
LP SHINGLES
COVERED VENT
LP LAP 4" REVEAL
COVERED VENT
LP LAP 4" REVEAL
5" CASING
LP SHINGLES
STONE VENEERSTONE VENEER
LP LAP 6" REVEAL
ASPHALT SHINGLESASPHALT SHINGLES
24'.+/Á
(4106'.'8#6+10 Á
4'#4'.'8#6+10 Á'ICP&TKXG5VG5CXCIG/02JQPG 9GD YYYMLYCNMEQO4+)*6'.'8#6+10 Á.'(6'.'8#6+10 Á#22#46/'065)#4#)'524'.+/Á
5KFKPI
5VQPG
4GXKUGFÁ
K:\02235-260\Admin\Docs\Rosewood Cossing Second Addition\Rosewood Crossing 2nd Constrution Plan Memo.docx
Memorandum
To: Kyle Klatt, Planner
CC: Stacy Bodsberg, Planning & Personnel Secretary
Brian Erickson, Director of Public Works/City Engineer
From: Tim Hanson PE, WSB Engineering Consultant
Date: March 24, 2021
Re: Rosewood Crossing Second Addition
Final Plat Review
Construction Plan – Engineering Review
SUBMITTAL:
The final plat and construction plans for Rosewood Crossing Second Addition have been
submitted. They were prepared by Rehder and Associates, and KJ Walk, Inc. The developer of
the site is by KJ Walk, Inc. Engineering review comments were generated from the following plat
documents included in the submittal consisting of:
▪ Final Plat Rosewood Second Addition, Received March 17.
▪ Rosewood Crossing Construction Plan dated 2-16-2021 and revised 3-16-2021
▪ Consisting of these plan sheets
▪ Grading & Erosion Control Plan
▪ SWPPP
▪ Water Main Construction
▪ Storm Sewer Construction
▪ Landscape Plan
▪ Construction Detail Plan Sheet
GENERAL COMMENTS – FINAL PLAT:
1. The development Fees are indicated below based on the 2021 Schedule of Rates and
Fees. These fees are due with the final plat and subdivision agreement.
▪ Sanitary Sewer Trunk Charge: $1075/acre
▪ Watermain Trunk Charge: $6500/acre
▪ Storm Sewer Trunk Charge: $6865/acre
2. A recommended water main extension will require an easement dedication on the final
plat.
3. Outlot A is an infiltration area for storm water management. Outlot A shall be dedicated
to the City for maintenance of the ponding area.
GRADING AND EROSION CONTOL
1. Spot elevations are needed between the apartment buildings identifying the high points
2. Identify the Emergency Overflow Route for the low points in the project.
3. The grading plan does not provide for a foot of freeboard between the highpoints and the
lowest floor elevation. EOF require 1 foot of grade separation between the building
lowest floor and the highpoint.
Kyle Klatt
3/2021
Page 2
K:\02235-260\Admin\Docs\Rosewood Cossing Second Addition\Rosewood Crossing 2nd Constrution Plan Memo.docx
4. Grading away from the building needs to be at a minimum 2% grade.
5. The drainage system does not provide for surface runoff from the adjacent lot that is
east-northeast of the proposed site. Extend storm sewer to the east plat line.
6. A drainage swale will be needed along the north side of garage 6 and the east side of
garage 7. The drainage swale needs to be located in the platted easement area.
7.
SANITARY SEWER AND WATERMAIN
Sanitary sewer for the second addition was constructed with the development of the original plat.
Private sanitary sewer extends from a public sanitary sewer located within a private street
extending from Boysenberry Court. This sanitary sewer was extended west into the middle of
Rosewood Crossing and then north to provide sewer connection access to the eight lots.
Water main is extended from the private street on the east side of the Rosewood Crossing into
the development and then along the east/north east driveway connecting to a watermain
constructed with the first phase. This water main extension provides a watermain loop for lots 3
and 6. Lots 2, 7, & 8 are provided water service from watermain stubs extending from the looped
water main. The water main stub extensions are about 200 feet in length.
1. The sanitary sewer service to lot 8 is in excess of 100 feet. Sewer service extensions in
excess of 100 feet require cleanouts. Recommend extending a lateral line with a manhole
access near the building to improve maintenance accessibility.
2. The construction plan does not identify the type of sewer service connection to the
existing sewer main.
3. The two water main stubs to lots 3, 7, & 8 must be connected to provide a looped
watermain and for the installation of a fire hydrant on the front side of lot 8.
4. Provide fire hydrant spacing at 400 feet where practical.
5. The plan view indicates C900 water main. Ductile iron pipe is required.
6. A plan note indicates the sewer services to the lots is C900 pipe. For locating purposes,
it is recommended to utilize ductile iron pipe to maintain connectivity.
STORM SEWER
A storm sewer system is proposed in the southern portion of the site. The storm sewer extends
from the infiltration basin located on the south west side of the site into the central area and then
north between lots 3 and 6 to the private drive. Storm sewer is extended within the private drive
collecting runoff within an inverted crown on the street. The inverted crown extends long the
backside of the parking isles. Storm sewer improvements are also extended along the private
drive from an existing system constructed with the first phase of this development.
1. Storm sewer design must be submitted for review.
2. A storm sewer extension is required to the north easterly plat boundary to collect runoff
from the El Dorado Packaging site.
3. CBMH 18 must be a sump manhole to collect sediments prior to discharging to the
infiltration basin.
4. A maintenance plan is required for the private storm sewer system.
LANDSCAPE PLAN
Evergreen and deciduous trees area proposed within and on the perimeter of the site. The
underground utilities need to be ghosted into the plan sheets so plantings are not installed on top
of the infrastructure. Trees should not be planted over the storm sewer that extends into the
infiltration area.
Kyle Klatt
3/2021
Page 3
K:\02235-260\Admin\Docs\Rosewood Cossing Second Addition\Rosewood Crossing 2nd Constrution Plan Memo.docx
PRIVATE DRIVE AND PARKING STALLS
The private drive extends around the perimeter of the site and apartment buildings with garages
located on the outer edge of the drive isle. The drive lane appears to be 24 feet wide, there is
about 28 feet from the face of the garages to the bump outs on the curb. The parking stalls are
identified to be 8.5 feet wide and 17.5 feet deep with bumper overhang. The adjacent concrete
sidewalk is 6.5 feet wide.
An emergency access is identified along the easterly plat line extending from Boxwood Path. This
access road must have a minimum width of 14 feet and have a Knox Box for access control
allowing emergency vehicle access.
1. The plan should identify a typical street section the private drive and the emergency
access. The typical section needs to identify street widths crowns and street section.
2. The emergency access must be signed NO PARKING FIRE LANE.
3. A turnaround will be required if the buildings are constructed in phases and the private
drive is not looped around the site.
4. The alignment of the private drive was reviewed for appropriate turning radii and verified
to provide for fire equipment accessibility. The Fire Marshall provide the turning radii
detail.
SURFACE WATER MANAGEMENT
The construction plans for Rosewood Crossing must be reviewed for surface water
management, erosion and sediment control and for storm sewer pipe sizing. This review has not
been completed on this submittal.
1. Plat approval is subject to Surface Water Management Review.