2021.08.09 - Packet
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Crystal Planning Commission Agenda Summary
Monday, August 9, 2021
7 p.m.
Crystal City Hall and Zoom Video Conference
Zoom call information: https://bit.ly/36JPPIN (meeting ID is 821 7927 0720 and
password is 414141) or call-in toll free at 888-475-4499
1. Call to Order
2. Approval of Minutes*
a. Monday, June 14, 2021 meeting minutes
3. Public Hearing*
a. Subdivision request (preliminary plat) from Mahmoud Abumayyaleh for Crystal
Flats at 6613 – 36th Avenue North (Application Number 2021-05)
4. Old Business - None
5. New Business - None
6. General Information
a. City Council actions on previous Planning Commission items:
– Variance for new single-family home at 3556 Major Ave N
b. Update from Council liaison
c. Staff preview of likely agenda items for Monday, September 13, 2021 meeting
7. Open Forum
8. Adjournment
* Items for which supporting materials are included in the meeting packet
Page 1 of 2
CRYSTAL PLANNING COMMISSION
DETAILED AGENDA
Monday, August 9, 2021 at 7:00 p.m.
Council Chambers, Crystal City Hall
and Zoom Video Conference
Zoom call information: https://bit.ly/36JPPIN (meeting ID is 821 7927 0720
and password is 414141) or call-in toll free at 888-475-4499
Commissioners, please call 763.531.1142 or
email dan.olson@crystalmn.gov if unable to attend
* Items for which supporting materials are included in the meeting packet
1. CALL TO ORDER
The regular meeting of the Crystal Planning Commission convened at ______ p.m. with the
following members present:
Commissioner (Ward 1)
Sears [Vice Chair]
Commissioner (Ward 2)
Selton [Chair]
Commissioner (Ward 4)
Einfeldt-Brown
Commissioner (Ward 1)
Heigel
Commissioner (Ward 3)
Maristany [Sec. Vice Chair]
Commissioner (Ward 4)
Johnson
Commissioner (Ward 2)
Strand
Commissioner (Ward 3)
Buck
Commissioner (At-
Large) Seffren
2. APPROVAL OF MINUTES *
Moved by _______________ and seconded by _______________ to approve the minutes of
the June 14, 2021 regular meeting with the following exceptions:
Motion carried.
3. PUBLIC HEARING*
a. Subdivision request from Mahmoud Abumayyaleh for Crystal Flats at 6613
– 36th Avenue North (Application Number 2021-05).
Staff presented the following:
Page 2 of 2
The following were heard:
Planning Commission discussion:
Moved by _______________ and seconded by _____________ to recommend ______
to the City Council of the subdivision application for Crystal Flats at 6613 – 36th Avenue
North.
Motion carried.
4. OLD BUSINESS - None
5. NEW BUSINESS - None
6. GENERAL INFORMATION
a. City Council actions on previous Planning Commission items:
- Variance for new single-family home at 3556 Major Ave N
b. Update from Council Liaison
c. Staff preview of likely agenda items for Monday, September 13, 2021 meeting:
7. OPEN FORUM
8. ADJOURNMENT
Moved by _____ and seconded by ______ to adjourn.
Motion carried.
The meeting adjourned at ______ p.m.
Unapproved Planning Commission Minutes – June 14, 2021
CRYSTAL PLANNING COMMISSION
MINUTES
Monday, June 14, 2021 at 7:00 p.m.
Council Chambers, Crystal City Hall and Zoom Video
Conference
1. CALL TO ORDER
The regular meeting of the Crystal Planning Commission convened at 7:00 p.m. with the
following members present:
X Commissioner (Ward 1)
Sears [Vice Chair]
X Commissioner (Ward 2)
Selton [Chair]
X Commissioner (Ward 4)
Einfeldt-Brown
X Commissioner (Ward 1)
Heigel
X Commissioner (Ward 3)
Maristany [Sec. Vice Chair]
Commissioner (Ward 4)
Johnson
X Commissioner (Ward 2)
Strand
X Commissioner (Ward 3)
Buck
Commissioner (At-
Large) Seffren
Other attendees: City planner Dan Olson, Glenn Hammer representing Great Buy Homes,
and other interested persons.
2. APPROVAL OF MINUTES
Moved by Maristany and seconded by Heigel to approve the minutes of the May 10, 2021
regular meeting. Ayes: Heigel, Buck, Selton, Strand, and Maristany. Abstain: Sears and
Einfeldt-Brown. Nays: None
Motion carried.
3. PUBLIC HEARING
a. Variance request from Great Buy Homes for a new single-family home at 3556 Major
Avenue North (Application 2021-04).
Olson presented a summary of the staff report and stated he is recommending
approval of the variance.
Commission member Maristany asked if the large tree at the intersection of Major
and 36th would be removed, if the applicant will install a new retaining wall, and how
long construction may take. Mr. Hammer said he will strive to keep the tree, will not
install a new retaining wall because the existing berm works well, and construction will
take about four months.
Commission member Strand asked how the second floor will be laid out to provide
access to all of the bedrooms. Mr. Hammer reviewed the floor plan.
Unapproved Planning Commission Minutes – June 14, 2021
Commission member Sears said that the lot is small, the home is pretty large and
there may be issues with not having enough space in the driveway for vehicles. Mr.
Hammer said that he does not foresee that its much of an issue in his past experience
in building and selling homes.
Chair Selton opened the public hearing.
Hearing no one from the public who wished to speak, Selton closed the public hearing.
Moved by Einfeldt-Brown and seconded by Heigel to recommend approval to the City
Council of the variance for the new single-family home at 3556 Major Avenue North.
Ayes: Selton, Strand, Maristany, Buck, Sears, Einfeldt-Brown and Heigel. Nays:
None
Motion carried.
4. OLD BUSINESS - None
5. NEW BUSINESS
a. Conformance to Comp Plan – sale of 3556 Major Ave N
Planner Olson presented a summary of the staff report and stated staff is
recommending that the Commission determine the sale of the lot is in conformance
to the Comprehensive Plan.
Moved by Selton and seconded by Buck to determine that the sale of the lot is in
conformance to the Comprehensive Plan.
Ayes: Strand, Selton, Einfeldt-Brown, Buck, Heigel, Maristany, and Sears. Nays:
None
6. GENERAL INFORMATION
• City Council actions on previous Planning Commission items: Olson stated that the
Council approved the CUP for the cemetery pavilion at 3700 Winnetka Avenue North
and approved the miscellaneous amendments to the unified development code.
• Update from Council Liaison: City Council liaison Brendan Banks was not present at
the meeting.
• Staff preview of likely agenda items for Monday, July 12, 2021 meeting.
Olson said he is not expecting any applications for the July meeting, but that the
deadline to apply is not until tomorrow.
Unapproved Planning Commission Minutes – June 14, 2021
7. OPEN FORUM
Commission member Einfeldt-Brown said he’s been experiencing some medical issues
and that’s why he’s missed recent Planning Commission meetings. He’s hoping his
attendance will continue.
8. ADJOURNMENT
Moved by Buck and seconded by Heigel to adjourn. Ayes: Sears, Strand, Selton, Buck,
Einfeldt-Brown, Heigel, and Maristany. Nays: None
Motion carried.
The meeting adjourned at 7:38 p.m.
CRYSTAL FLATS – PRELIMINARY PLAT APPLICATION
PAGE 1 OF 5
____________________________________________________________________________
FROM: Dan Olson, City Planner
____________________________________________________________________
TO: Planning Commission (for August 9 Meeting)
DATE: August 3, 2021
RE: PUBLIC HEARING - Subdivision request (Preliminary Plat) from
Mahmoud Abumayyaleh for Crystal Flats at 6613 – 36th Avenue North
(Application Number 2021-05)
A. BACKGROUND
Mahmoud Abumayyaleh, owner of the property involved in the Crystal Flats
subdivision, is proposing a preliminary plat application to replat the vacant lot for
two new single-family homes on an approximately 23,598 SF (.54 acre) parcel.
The preliminary plat is located at 6613 – 36th Avenue North, which is zoned Low
Density Residential (R-1).
Notice of the August 9 public hearing was published in the Sun Post on July 29,
mailed to owners and renters within 500 feet (attachment A) and posted to the
Brownwood, Valley Place, Fair and Bassett Creek neighborhoods on Nextdoor. A
sign was also posted on the property.
Attachments:
A. Site location and public hearing notice mailing map
B. Existing zoning map
C. Proposed Crystal Flats preliminary plat (nine sheets)
B. PROPOSED PROPERTY SUBDIVISION
Existing use
The property is a vacant lot. The home previously on the property was
demolished in 2013.
PLANNING COMMISSION STAFF REPORT
Proposed Crystal Flats Preliminary Plat
CRYSTAL FLATS – PRELIMINARY PLAT APPLICATION
PAGE 2 OF 5
Proposed use
The applicant is proposing to construct two new single-family homes, which
would be addressed as 6609 and 6611 - 36th Avenue North.
Parcel Area Details
23, 598 sq. ft. (0.54 acres) - Total area to be replatted as follows:
➢ 11,797 sq. ft. (0.27 acre) Lot 1 (new 6611 - 36th Ave N)
➢ 11,801 sq. ft. (0.27 acre) Lot 2 (new 6609 - 36th Ave N)
Subdivision design features
The proposed plat would be named Crystal Flats. The following are the notable
design features of this subdivision:
1. Zoning Requirements
• Building setbacks. The homes on these two proposed properties will meet
the setbacks required for the R-1 district, which are 30 feet for the front
and rear property lines. Side setbacks will be controlled by the five foot
drainage and utility easements. No part of the homes, including eaves,
may be located within a drainage and utility easement.
• Lot size and area. The proposed lots meet the minimum lot area (6,000
sq. ft.), width (50’), and depth (100’) requirements of the R-1 district.
• Residential density. The area included in Crystal Flats will have a required
maximum gross density of no more than six units per gross acre. “Gross”
includes public areas such as street right-of-ways in the density
calculation. In the case of Crystal Flats, gross density is calculated as
follows:
• 23,598 sq. ft – Total area to be replatted for residential use
• 4,605 sq. ft. – The portion of the 36th Avenue right-of-way south
of the centerline, and the portion of the alley right-of-way north of
the centerline
• 28,203 sq. ft (0.64 acres) - Total area included in the density
calculation. Gross density is calculated by dividing 2 housing units
by 0.64 acres
• 3.1 units per gross acre for Crystal Flats
2. Street and Pedestrian Access
• Street access. Due to the presence of Bassett Creek on the northern half
of the lot, the two new homes will face and be accessed off of a public
alley on the south side of the property. There are currently four other
homes that face and are accessed from this alley.
• Pedestrian connections. There is an existing sidewalk along 36th Avenue.
3. Utilities. The new homes will connect to a proposed new water main in the
alley connecting between the existing mains along Hampshire Avenue and
CRYSTAL FLATS – PRELIMINARY PLAT APPLICATION
PAGE 3 OF 5
Georgia Avenue. Sanitary sewer connections will be made to an existing
service (for the home that was demolished) that connects to the main which
runs along the creek. The portion of the sanitary sewer service that runs from
the home to the combined sanitary sewer service will be the responsibility of
the respective homeowner. The combined sanitary sewer service out to the
main will be the joint responsibility of the two property owners. Staff
recommends that a condition of plat approval be added that requires a
covenant to be recorded for both properties which would require them to
cooperate and be jointly responsible for any issues and costs related to
maintaining this shared sanitary sewer pipe.
There are existing overhead private utility lines along the alley on the south
side of the property and along the west side of the property. New drainage
and utility easements are dedicated with this new plat. New private utility
services to the new homes, such as Xcel Energy, Century Link and Comcast,
will be buried underground.
4. Grading, Drainage and Erosion Control. The applicant has submitted a
stormwater plan that proposes to construct two infiltration basins on each
property – one in the front yard and one in the back yard. Maintenance will be
the responsibility of each respective homeowner, not the city or any other
public entity. During home construction the city will require erosion control
techniques to be used on-site including silt fences, inlet protection, and rock
construction entrance.
5. Landscaping. The UDC requires the builder to plant one new tree in the front
yard of each of the new homes.
6. Park dedication. The UDC requires a payment of $1,000 per new net lot
created. This park dedication fee would be paid by the applicant prior to the
release of the plat by the city for county recording.
C. SUBDIVISION CRITERIA
The following are the relevant criteria for approval of subdivisions in city code
section 510.25.
1. The proposed subdivision must be in compliance with the provisions of
this UDC.
Findings: The proposed subdivision meets UDC requirements.
2. The proposed subdivision must be in accordance with the objectives of
the city’s comprehensive plan.
Findings: The proposed subdivision meets the density requirements
of the low density residential land use category.
CRYSTAL FLATS – PRELIMINARY PLAT APPLICATION
PAGE 4 OF 5
3. The physical characteristics of the site, including but not limited to,
topography, vegetation, susceptibility to erosion and sedimentation,
susceptibility to flooding, water storage and retention, must be such that
the site is suitable for the type of development of uses contemplated.
Findings: The characteristics of the site are conducive to the
construction of two new single-family homes, which will be located
on the higher elevation of the property sufficiently distanced from
the Bassett Creek floodplain.
D. REQUESTED ACTION
Staff is recommending approval of the Crystal Flats preliminary plat with the
following conditions:
1. Release of final plat. Prior to the release by the city of the final plat document
for recording at Hennepin County, the applicant shall pay a $1,000 park
dedication fee.
2. Certificate of occupancy. Before the certificate of occupancy is released by
the city, the following must occur:
a. A shared responsibility covenant must be recorded for both properties
requiring them to cooperate and be jointly responsible for any issues
and costs related to maintaining the shared sanitary sewer pipe to the
city’s main in 36th Avenue.
b. Each property owner shall install and maintain a directional sign along
36th Avenue with the house number and a message stating that
property access for the home is located off of the alley accessed from
Hampshire Avenue North (the exact language to be reviewed and
approved by city staff).
3. Overhead utilities. If the overhead utility lines on the property are relocated or
extended, the lines shall be buried underground. New private utilities, such
as Xcel Energy, Center Point Energy, or Comcast shall be buried
underground. Under no circumstances shall additional overhead utilities be
installed, whether main lines, feeder lines or service lines to the new houses.
2. Compliance. Development of the plat is subject to the applicable requirements of
the Crystal City Code. The applicant is required to comply with all applicable
federal, state, and local laws, rules, regulations, and ordinances in developing the
plat and is required to obtain such other permits and permissions as may be
required.
3. No Waiver. Failure by the City to take action with respect to any violation of any
condition, covenant or term of this plat approval shall not be deemed to be a waiver
of such condition, covenant, or term or any subsequent violation of the same or any
other condition, covenant, or term.
4. Binding Effect. The conditions placed on this preliminary approval are binding on
the applicant, its successors and assigns, shall run with the property, and shall not
in any way be affected by the subsequent sale, lease, or other change from current
CRYSTAL FLATS – PRELIMINARY PLAT APPLICATION
PAGE 5 OF 5
ownership. The obligations of the applicant under this approval shall also be the
obligations of the current and any subsequent owners of the property.
5. Acceptance of Conditions. Utilization of the property for any of the uses
allowed by this preliminary approval shall automatically be deemed
acceptance of, and agreement to, the terms and conditions without
qualification, reservation, or exception
City Council action is anticipated on August 17, 2021.
Site Location and Public Hearing Notice Mailing Map
6613 – 36th Ave N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment A
Zoning Map
6613 36th Ave N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment B
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F:\survey\gardendale acres - hennepin\5-2 gardendale acres\01 Surveying - 89595\01 CAD\01 Source\01 Survey Base.dwg
Basis for
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assumed
Surveyors Certificate
x000.0 Denotes Existing Elevation
Denotes Iron Monument
Denotes Found Iron Monument
Denotes Existing Contours
NOTE: The only easements shown are from plats
of record or information provided by client.
Drawn By
Signed
Gregory R. Prasch, Minn. Reg. No. 24992
Scale: 1" = 30'
F.B.No.
Project No.I certify that this survey, plan, or report 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
rev
Address:
Legal Description
7601 73rd Avenue North
Minneapolis, Minnesota 55428
(763) 560-3093
DemarcInc.com
89595
1122-02
Existing Conditions Survey For:
6613 36th Ave. N.
Crystal, MN
Surveyed this 10th day of June 2021.
MAHMOUD ABUMAYYALEH
Lot 5, Block 2, GARDENDALE ACRES
Hennepin County, Minnesota
Property located in Section
20, Township 118, Range 21,
Hennepin County, Minnesota
Benchmark: MNDOT Station 'DQ'
Elevation = 909.26 feet (NAVD 88)
Property Zoned R1 - Low Density Residential with Flood
Plain Overlay District (rear portion of Lot)
Building Setback Requirements
Front - 30 feet
Side - 5 feet
Rear - 30 feet
Maximum building height 2 stories or 32 feet
Refer to City Code for additional restrictions or
allowances.
6-24-21 boundary clarification
Attachment C
A0 Hung Ly
SHEET NO.
DRAWN BY:
07/03/2021
PROJECT NO.: DATE:
SHEET TITLE
REVISIONS 6609 36th Ave. NorthCrystal, MN 55427ArchitectsHLNew Single Family HouseREG. 50476 Date: 07/03/2021-/-/-51 11th Ave. SouthWaite Park, MN 56387320-237-7411: hlarchitects2000@gmail.comSITE LOCATION
DRAFTING SYMBOLS, SITE
PLAN AND SITE INFORMATION
AERIAL MAP
#4%*+6'%674#.
ARCHITECTURAL
A2
A3
A4
A1
PROJECT INDEX, TITLE SHEET, SITEPLAN
6609 36th Ave. North
Crystal, MN 55427
New Single Family House
A0
A5
BASEMENT, FIRST FLOOR PLANS, AND NOTES
SECOND AND ROOF PLANS AND NOTES
EXTERIOR ELEVATIONS
WALL SECTIONS
WALL SECTION AND DETAILS
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GEORGIA AVE. N.Box Culverts49.6849.6849.6749.67S 00°05'50" E 237.531
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100 YEAR FLOOD CONTOUR9.29.59.59.2D r i v e w a y
D r i v e w a y WalnutWillowRiver BirchRiver BirchRiver BirchWalnut123465892.3894.3899.2897.24%
5%S 89°40'04" E 99.36Meas.100.0 Plat1F:\survey\gardendale acres - hennepin\5-2\01 Surveying - 89595\01 CAD\01 Source\01 Survey Base.dwgFile No.Certification Legal DescriptionLot 5, Block 2, GARDENDALE ACRES, Hennepin County, Minnesota. Signed: ____________________________________________ Gregory R. Prasch Registration No. 24992Prepared this 7th day of July 2021.PRELIMINARY PLAT & TREE INVENTORY Zoning & Development InformationProperty Currently Zoned: R-1, Low Density Residential with Flood Plain Overlay DistrictProposed Zoning: R-1, Low Density Residential with Flood Plain Overlay District Zoning Ordinance Requirements: Building Setbacks Front - 30 feet Side Yard - 5 feet Rear Yard - 30 feet Minimum Lot Size - 6,000 sq.ft Minimum Lot Width - 50 feet Minimum Lot Depth - 100 feet Maximum Building Height - 2 stories or 32 feet whichever is lessRefer to City code for additional requirementsProposed Number of Lots = 2Area of proposed: Lot 1, Block 1 = 11,797 sq.ft Lot 2, Block 1 = 11,801 sq.ft Right-of-Way = 0 sq.ft7601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.comCRYSTAL FLATSPRELIMINARY PLAT - CRYSTAL FLATS drawn by:Peek-a-Boo Property Address:6613 36th Avenue N., Crystal, MN 55427 (PID No. 20-118-21-11-0041)Total Area of Parcel = 23,598 sq.ft (0.54 acres)Benchmark: MNDOT Station "DQ". Elevation = 909.07 feet (NAVD 29)By graphic interpretation only, this property is in Flood Zone "X" (area of minimal flooding) andZone "AE" (area prone to flooding) per FEMA panel map number 27053C0213F dated 11/04/2016.100 Year Flood Elevation = 878.0 feetTitle insurance commitment showing property description and any encumbrances of record notprovided, survey subject to change. The only easements shown are from plats of record orinformation provided by client.Property located in Section 20, Township 118, Range 21, Hennepin County, Minnesota.Underground utility information from City of Crystal records, locations are only approximate and notall utilities are shown. Contact Gopher State One Call prior to any excavation. 651-454-0002.Tree identification and location per files from TreeBiz (651-336-8095)Miscellaneous NotesMN 1MN 2MN 3MN 4MN 5MN 6 Personnel ENGINEER:DemarcLand Surveying & Engineering7601 73rd Avenue N.Brooklyn Park, MN 55428phone 763-560-3093fax 763-560-3522Attn: Jeff Praschjeff prasch@dmearcinc.comProperty Owner:Jufh Enterprises LLC8625 Nevada Ave. N.Brooklyn Park, MN 55445SURVEYORDemarcSurveying and Engineering7601 73rd Avenue N.Brooklyn Park, MN 55428Attn: Greg Praschphone: 763-560-3093fax: 763-560-3522gregprasch@demarcinc.com Developer:JUFH Enterprises LLCMahmoud Abumayyaleh8625 Nevada Ave. N.Brooklyn Park, MN 55445Phone: 612-501-4000mahmoudabumayyaleh@gmail.comCITY OF CRYSTAL, HENNEPIN COUNTYF.B. No. 1122-02 inv. 89595basis of bearings is assumedProposed Drainage & Utility Easements are shown thus:BEING 10 FEET IN WIDTH AND ADJOININGRIGHT OF WAY LINES AND 5 FEET IN WIDTHAND ADJOINING INTERIOR LOT LINES.10
10 55R/W LineLot Line
x000.0Denotes Existing ElevationDenotes Found Iron MonumentDenotes Iron Monument SetBollardLightPower PoleSanitary ManholeStorm ManholeWater ManholeCatch BasinSanitary SewerStorm SewerWatermainOverhead WiresDenotes Existing ContoursDenotes Fence lineLegendVicinity MapDouglas Drive N
Louisiana Ave. N
SITE no scaleSHEET 1 OF 1Tree Inventory I certify that this plan, specification, or report was prepared by me or under my direct supervisionand that I am a duly Licensed land Surveyor under the laws of the State of Minnesota.Proposed Building ElevationsProposed Top of FoundationProposed Garage FloorProposed Basement FloorType of Building897.5897.2889.5Full Basement LookoutProposed Top of FoundationProposed Garage FloorProposed Basement FloorType of Building899.5899.2891.2Full Basement LookoutLot 1Lot 2123Denotes Proposed ElevationDenotes Proposed Surface Water Drainage DirectionMN 7
890.0
890.3
892.1
893.0
892.7
894.3
895.3
895.3895.2
896.7
896.7
897.7
898.9
901.1
899.9
896.8
897.8
891.6890.0
891.6
893.5 895.1 896.4 897.5
898.8 899.9
900.3
892.5
896.8
897.0
895.5
894.2
888.1
us891.7
888.2
888.0 888.2
888.0
883.0883.2 881.3883.4886.2
886.3
888.2
882.9
876.2
876.9
872.3
inv=870.51
876.9
inv=870.56
876.1
870.8
870.7 870.8
870.8
875.1
873.1
S
Sanitary Manholerim=882.90
Sign
883.0
883.4
tcc
883.29
884.9
tcc
884.69
Serv 886.3
tcc
886.21
"
inv=870.07
"
inv=869.96
872.5872.5
873.0
898.4
inv=868.24
BASSETT
C
R
E
E
K
36TH AVE. N.N 00°06'01" W 237.60S 00°05'40" E 238.15S 89°45'18" E 99.34 Meas.100.0 Plat
Meas.238.09 Plat880
890
872
874
876
878
882
884
886
888
880
872
874
876
878
882
884
894900896
898Overhead WiresOverhead Wires
Overhead Wires
Overhead Wires
10"
V
C
P
S
a
n
i
t
a
r
y
S
e
w
e
r
A L L E Y
Box Culverts
91.00162.4310.0
12.955.122.789.81
90.44
PER PLAT OF FRANZ ADD.
PER PLAT OF FRANZ ADD.W a l lW a l lC o n c r e t e
C o n
c
r
e
t
e
RESIDENCE
No. 6603RESIDENCE
No. 3540
RESIDENCE
No. 3550
C o n c r e t e
W a l lSanitary Sewer as Marked in the Field5.3
1633Adjoining Owner:
James & Laurenda Frakes
Adjoining Owner:
Allen Franz
Adjoining Owner:
David & Kathy Bissen
Box Culverts
49.6849.68
49.67 49.67
S 00°05'50" E 237.531 2
5.5
34.1
2' Cant.
Porch
D e c k
PROPOSED
RESIDENCE
2' Cant.
Porch
D e c k
PROPOSED
RESIDENCE
9.5 9.5
30.130.0100 YEAR FLOOD CONTOUR9.2 9.5 9.5
9.2
S
D r i v e w a yD r i v e w a yWalnut Willow
River Birch
River Birch
River Birch
Walnut
1
2
3
4
6
5
892.3 894.3
899.2897.2
4%5%S 89°40'04" E 99.36 Meas.100.0 Plat
1
SCALE IN FEET
200 40
F:\survey\gardendale acres - hennepin\5-2\01 Surveying - 89595\01 CAD\01 Source\01 Survey Base.dwgC1 OF C2
DATE:LIC. NO.:
SHEET NO.
PROJECT: 89595AREVISIONSDESIGNED BY:
DRAWN BY:
CHECKED BY:
LOT 5, BLOCK 2
GARDENDALE ACRES
6613 36TH AVENUE N
CRYSTAL, MINNESOTA
EROSION AND SEDIMENT
CONTROL PLAN
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.JUFH ENTERPRISES LLC
8625 NEVADA AVENUE N
BROOKLYN PARK, MN 55445JEFFREY A. PRASCH, P.E.
07.13.21 52706
JWL
JAP
GRP
INLET PROTECTION
NOT TO SCALE
2
C1
MINIMUM DOUBLE STITCHED
SEAMS ALL AROUND SIDE
PIECES AND ON FLAP POCKETS
FRONT, BACK, AND
BOTTOM TO BE
MADE FROM SINGLE
PIECE OF FABRIC
OVERFLOW HOLES (2 IN X 4
IN HOLE SHALL BE HEAT CUT
INTO ALL FOUR SIDE PANELS)
USE REBAR OR STEEL ROD
FOR REMOVAL (FOR INLETS
WITH CAST CURB BOX
REPLACE ROD WITH WOOD 2
IN X 4 IN). EXTEND 10 IN
BEYOND GRATE WIDTH ON
BOTH SIDES, LENGTH
VARIES. SECURE TO GRATE
WITH WIRE OR PLASTIC TIES.
L
W
1 2 W
12 IN
8 IN
INLET SPECIFICATIONS AS PER
THE PLAN DIMENSION LENGTH AND
WIDTH TO MATCH FLAP POCKET
1
2 L
5 FT MINIMUM LENGTH POST
AT 6 FT MAXIMUM SPACING
PLASTIC ZIP TIES (50 LBS
TENSILE) LOCATED IN TOP 8 IN
GEOTEXTILE FABRIC,
36 IN WIDE
TIRE COMPACTION ZONE
MACHINE SLICE
8 IN - 12 IN DEPTH
FLOW
FLOW
SILT FENCE (MACHINE SLICED)
NOT TO SCALE
1
C1 2 FT MINIMUMPOST EMBEDMENTEXISTING GROUND
SILT FENCE/SEDIMENTS CONTROL LOG NOTES:
1.SILT FENCE SHALL BE SUPPORTED BY STURDY METAL OR WOODEN POSTS AT INTERVALS OF 6 FEET OR LESS.
2.SEDIMENT CONROL LOGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECCOMENDTIONS
FOR EFFECTIVE CONSTRUCTION SITE EROSION CONTROL.
3.IF CONSTRUCTION INTERFERES WITH EROSION CONTROL MEASURES, THEY SHALL BE RESTORED TO THEIR
INTENDED FUNCTION AT THE END OF EACH DAY.
7601 73rd Avenue North
Minneapolis, Minnesota 55428
(763) 560-3093
DemarcInc.com
TEMPORARY ROCK STABILIZING EXIT
NOT TO SCALE
4
C1
PUBLIC ROAD
SURFACE FLOW
CRUSHED ROCK
PER SPECIFICATION
EXISTING GROUND6 IN MINIMUMGEOTEXTILE
FABRIC
TAPER EDGES
AT 1:11 IN - 2 IN CRUSHED ROCK
RADIUS AS
REQUIRED
20' MINIMUM LENGTHEXIT WIDTH AS
REQUIREDFLOW
45°
STRAW SEDIMENT
CONTROL LOG
1 IN X 2 IN X 24 IN LONG WOODEN STAKES.
STAKES SHALL BE DRIVEN THROUGH THE
BACK HALF OF THE SEDIMENT CONTROL LOG
AT AN ANGLE OF 45 DEGREES WITH THE
TOP OF THE STAKE POINTING UPSTREAM.
BACKFILL AND COMPACT SOIL
FROM TRENCH ON UPGRADIENT
SIDE OF SEDIMENT CONTROL LOG
PLACE SEDIMENT CONTROL
LOG IN SHALLOW TRENCH
(1 IN - 2 IN DEPTH)
8 IN - 10 IN EMBEDMENT DEPTH
SPACE BETWEEN STAKES SHALL BE A
MAXIMUM OF 1 FT FOR DITCH CHECKS
OR 2 FT FOR OTHER APPLICATIONS.
BIOROLLS
NOT TO SCALE
3
C1
EXISTING GROUND
PROPOSED
SILT FENCE OR
BIO-ROLLS
ROCK STABILIZATION
ENTRANCE
SITE PLAN NOTES:
1.DISTURBED SOILS TO BE TO BE COVERED WITH SOD, OR GRASS-SEED MIXTURE AS PERMANANENT VEGETATIVE COVER.
2.THE PORTION OF BASSETT CREEK LOCATED ON THE PROPERTY IS HAS BEEN LISTED ON THE MPCA LIST OF IMPAIRED WATERS SINCE 2004.
GRADING LIMITS
EROSION CONTROL NOTES:
1.ALL EROSION AND SEDIMENT CONTROL BMP'S (I.E. SILT FENCE, BIO-ROLLS, ROCK CONSTRUCTION EXIT, INLET PROTECTION, ETC.) SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY.
2.INLET PROTECTION SHALL BE INSTALLED AT ANY INLET THAT MAY RECEIVE RUNOFF FROM THE DISTURBED AREAS OF THE PROJECT. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY
CONCERN (FLOODING / FREEZING) HAS BEEN IDENTIFIED. THE PERMITTED MUST RECEIVE WRITTEN CORRESPONDENCE FROM THE CITY ENGINEER VERIFYING THE NEED FOR REMOVAL.
3.INSTALL SEDIMENT CONTROL BMP'S, SUCH AS SILT FENCE, AROUND ALL STOCKPILES.
4.RETAIN AND PROTECT AS MUCH NATURAL VEGETATION AS FEASIBLE. WHEN VEGETATION IS REMOVED DURING DEVELOPMENT, THE EXPOSED CONDITION OF LAND SHALL BE KEPT TO THE SHORTEST PRACTICAL PERIOD OF
TIME, BUT NOT LONGER THAN 60 DAYS. ANY EXPOSED AREAS EXCEEDING THIS TIME-FRAME SHALL BE TEMPORARILY STABILIZED (STRAW MULCH, WOODCHIPS, ROCK). AREAS BEING USED FOR MATERIAL STORAGE AND AREAS
UNDER CONSTRUCTION ARE EXEMPT FROM TEMPORARY STABILIZATION.
5.ANY STEEP SLOPES (3H : 1V OR STEEPER) EXPOSED DURING CONSTRUCTION SHALL BE PROTECTED WITH TEMPORARY VEGETATION, MULCHING OR BY OTHER MEANS ACCEPTABLE TO THE BUILDING OFFICIAL WITHIN 14 DAYS
OF CEASING LAND DISTURBING ACTIVITIES ON THE STEEP SLOPES. STOCKPILES MAY BE PROTECTED BY AN ANCHORED TARP OR PLASTIC SHEET.
6.PROVIDE DUST CONTROL AS NECESSARY. DUST CONTROL CAN INCLUDE WATER.
7.REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC PAVEMENT AREAS ON A DAILY BASIS OR AS NEEDED.
8.ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE INSPECTED EVERY 7 DAYS, OR WITHIN 24 HOURS OF ALL RAIN EVENTS GREATER THAN 1.0" IN 24 HOURS. CORRECTIVE ACTION REQUIRED SHALL BE INITIATED WITHIN 24
HOURS.
9.SILT FENCE, BIO-ROLLS AND INLET PROTECTION DEVICES MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 THE HEIGHT OF THE DEVICE. THESE
REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW.
10.AFTER FINAL GRADING HAS BEEN COMPLETED, EXPOSED SOILS MUST BE PERMANENTLY STABILIZED AS SOON AS POSSIBLE. PERMANENT STABILIZATION SHALL CONSIST OF 4 INCHES TOPSOIL, AND SEED, MULCH AND
FERTILIZER APPLIED BY METHODS AND RATES RECOMMENDED IN MN/DOT SPECIFICATION 2575 AND MN/DOT SEEDING MANUAL, OR SOD. THE SEED MIX SHALL BE MN/DOT 25-151.
11.NO CONCRETE WASHOUT ALLOWED ON SITE, TRUCK BASED SELF CONTAINMENT WASHOUT DEVICES REQUIRED.
12.OIL STAINS ON CITY STREETS SHALL BE CLEANED UP WITH FLOOR DRY, AND DISPOSED OF AS A HAZARDOUS WASTE MATERIAL.
13.ALL HAZARDOUS WASTE SHALL BE STORED CLEANED UP AND DISPOSED OF PER EPA STANDARDS.
14.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED.
15.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED FROM THE SITE AFTER PERMANENT STABILIZATION HAS BEEN ESTABLISHED.
16.ALL EXPOSED SOILS SHALL BE STABILIZED AS SOON AS POSSIBLE, BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANANTLY CEASED OR WITHIN 7 DAYS IF THE PROJECT
IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER.
17.STOCKPILE REMAINING FOR MORE THAN 7 DAYS SHALL BE STABILIZED BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS.
18.SOILS TRACKED FROM THE SITE SHALL BE REMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY.
19.TEMPORARY PUMPED DISCHARGE POLLUTION PREVENTION TECHNIQUES: "DANDY DEWATERING BAG" BROCK WHITE CO. USA.
20.CONTACT PERSON FOR SITE CLEANLINESS AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROLS: MAHMOUD ABUMAYYALEH (651) 501-4000
21.BASSETT CREEK WATERSHED DISTRICT: (952) 835-2078.STOCKPILEMINERAL SOD
6" SALVAGED TOPSOIL
12" SCARIFIED SOIL
4' WIDE OUTLET AT SEE TABLE
TOP OF MINERAL SOD =
BOTTOM ELEVATION =
SEE TABLE
SEE TABLE
1V:3H BELOW NWL (TYP.)
BERM MIN. ELEV. = SEE TABLE
RAIN GARDEN DETAIL
NOT TO SCALE
100-Year=SEE TABLE
RAIN GARDEN DIMENSIONS
BOTTOM
ELEVATION BERM ELEVATION OUTLET
ELEVATION
100-YEAR FLOOD
ELEVATION BOTTOM AREA (SF)TOP AREA (SF)
RAIN GARDEN (6P)889.0 891.0 890.5 890.5 30 100
RAIN GARDEN (5P)889.0 891.0 890.5 890.5 30 100
RAIN GARDEN (4P)889.0 891.0 890.6 890.7 100 320
RAIN GARDEN (3P)889.0 891.0 890.6 890.7 100 320
RAIN GARDEN
6PRAIN GARDEN
5P
RAIN GARDEN
3P
RAIN GARDEN
4P
7
C1
DIRECT DOWNSPOUT TO RAIN GARDEN (6P)
DIRECT DOWNSPOUT
TO RAIN GARDEN (4P)
DIRECT DOWNSPOUT
TO RAIN GARDEN (5P)
DIRECT DOWNSPOUT
TO RAIN GARDEN (3P)STOCKPILE07.20.21 CITY COMMENTS
07.28.21 CITY COMMENTS
894.3
Hydranttnh=885.82
888.2
876.2
876.9
872.3
inv=870.51
876.9
inv=870.56
876.1
870.8
870.7 870.8
870.8
S
Sanitary Manholerim=882.90
S
Sanitary Manhole
rim=882.90
Sign
883.0
tcc883.29
tcc884.69
Serv
tcc886.21
tnh
891.76
S
Sanitary Manholerim=887.40
SSanitary Manholerim=886.81
"inv=870.07
"inv=869.96
872.5872.5
873.0
inv=868.24
inv=867.70
BASSETT
C
R
E
E
K
36TH AVE. N.HAMPSHIRE AVE. N.8" VCP Sanitary Sewer
10"
V
C
P
S
a
n
i
t
a
r
y
S
e
w
e
r
6" Watermain
A L L E Y
Box Culverts
91.00162.4389.81
90.44EAST LINE OF HAMPSHIRE AVE. N. AS PLATTED ESTABLISHED FROM SECTION BREAKDOWN PER PLAT OF FRANZ ADD.
PER PLAT OF FRANZ ADD.
RESIDENCE
No. 6603RESIDENCE
No. 3540
RESIDENCE
No. 3550
33 331633
33 33 333333Adjoining Owner:
James & Laurenda Frakes
Adjoining Owner:
Allen Franz
Adjoining Owner:
David & Kathy Bissen
NORTH LINE OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21
WEST LINE OF THE NE 1/4 OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21GEORGIA AVE. N.Box Culverts
49.6849.68
49.67 49.67
S 00°05'50" E 237.531 2
D e c k D e c k
S
Walnut Willow
River Birch
River Birch
River Birch
Walnut
1
2
3
4
6
5 1
D
S
D
LEGEND
EXISTING SANITARY SEWER
PROPOSED SANITARY SERVICE
EXISTING CATCH BASIN
EXISTING STORM MANHOLE
EXISTING SANITARY MANHOLE
EXISTING HYDRANT
PROPOSED STORM MANHOLE
EXISTING WATERMAIN
PROPOSED CURB STOP
PROPOSED GATE VALVE
PROPOSED HYDRANT
PROPOSED CATCH BASIN
EXISTING GATE VALVE
PROPOSED WATERMAIN
S PROPOSED SANITARY MANHOLE
SCALE IN FEET
200 40
F:\survey\gardendale acres - hennepin\5-2\01 Surveying - 89595\01 CAD\01 Source\01 Survey Base.dwgC2 OF C2
DATE:LIC. NO.:
SHEET NO.
PROJECT: 89595AREVISIONSDESIGNED BY:
DRAWN BY:
CHECKED BY:
UTILITY PLAN
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
JEFFREY A. PRASCH, P.E.
07.13.21 52706
ABL
JAP
GRP
7601 73RD AVENUE N, BROOKLYN PARK, MN 55428
PHONE: 763.560.3093 FAX: 763.560.3522
www.DemarcInc.com
UTILITY NOTES:
1.WATER SERVICE SHALL MAINTAIN A MINIMUM OF 7.5' OF COVER.
2.CONNECTION TO SERVICES OR MAINS SHALL BE PER CITY STANDARDS AND SHALL BE COORDINATED WITH THE CITY.
3.PATCH ROAD AND ALLEY AS NECESSARY. MATCH EXISTING ROAD AND ALLEY SECTIONS.
4.ALL PROPOSED WORK IN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE CURRENT EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR CONSTRUCTION AND CEAM STANDARD SPECIFICATIONS.
5.DISCONNECT AND SHUT WATER SERVICE CORP STOP AT THE MAIN IN 36TH AVENUE.
PROPOSED
RESIDENCE
PROPOSED
RESIDENCE
6" WET TAP
EXISTING WATERMAIN
328 LF 6" DIP CL 52
(DIRECTIONALLY
BORED)
1" COPPER (TYPE K)
WATER SERVICE
4" PVC SCH 40
SANITARY SERVICES (2)
F&I SANITARY MANHOLE OVER
EXISTING SANITARY SEWER.
INV = 871.0 (FIELD VERIFY)
REMOVE 18 LF OF
EXISTING SANITARY
SEWER
JUFH ENTERPRISES LLC
8625 NEVADA AVENUE N
BROOKLYN PARK, MN 55445
6" GATE VALVE
6" GATE VALVE
LOT 5, BLOCK 2
GARDENDALE ACRES
6613 36TH AVENUE N
CRYSTAL, MINNESOTA
07.20.21 CITY COMMENTS
LINE 93 LF EXISTING SANITARY SEWER PIPE
FROM PROPOSED MANHOLE TO THE MAIN
PROPOSED
HYDRANT WITH
6" GATE VALVE
6 LF 6" DIP CL 52
PROPOSED 6"X6" "TEE"
07.28.21 CITY COMMENTS
REFERENCE NOTES:
A THE CITY WILL PROVIDE THE HYDRANT AND GATE VALVE AT NO COST.
A 6" WET TAP
EXISTING WATERMAIN
WET TAP DETAIL
WATER SERVICE DETAIL
SAINTARY SERVICE DETAIL SAINTARY MANHOLE DETAIL
HYDRANT DETAIL
07.30.21 CLIENT COMMENTS
PG-1
FLOOR PLANS Hung Ly
SHEET NO.
DRAWN BY:
07/03/2021
PROJECT NO.: DATE:
SHEET TITLE
REVISIONS 6609 36th Ave. NorthCrystal, MN 55427ArchitectsHLNew Single Family HouseREG. 50476 Date: 07/03/2021-/-/-51 11th Ave. SouthWaite Park, MN 56387320-237-7411: hlarchitects2000@gmail.com
PG-2
EXTERIOR ELEVATIONS Hung Ly
SHEET NO.
DRAWN BY:
07/03/2021
PROJECT NO.: DATE:
SHEET TITLE
REVISIONS 6609 36th Ave. NorthCrystal, MN 55427ArchitectsHLNew Single Family HouseREG. 50476 Date: 07/03/2021-/-/-51 11th Ave. SouthWaite Park, MN 56387320-237-7411: hlarchitects2000@gmail.com
PG-1
FLOOR PLANS Hung Ly
SHEET NO.
DRAWN BY:
07/03/2021
PROJECT NO.: DATE:
SHEET TITLE
REVISIONS 6611 36th Ave. NorthCrystal, MN 55427ArchitectsHLNew Single Family HouseREG. 50476 Date: 07/03/2021-/-/-51 11th Ave. SouthWaite Park, MN 56387320-237-7411: hlarchitects2000@gmail.com
PG-2
EXTERIOR ELEVATIONS Hung Ly
SHEET NO.
DRAWN BY:
07/03/2021
PROJECT NO.: DATE:
SHEET TITLE
REVISIONS 6611 36th Ave. NorthCrystal, MN 55427ArchitectsHLNew Single Family HouseREG. 50476 Date: 07/03/2021-/-/-51 11th Ave. SouthWaite Park, MN 56387320-237-7411: hlarchitects2000@gmail.com