HomeMy WebLinkAbout4 - Sieben Ridge
To: Planning Commissioners
From: John Hinzman, Community Development Director
Date: August 24, 2020
Item: Sieben Ridge - Rezoning, Preliminary Plat, and Final Plat #2020-37 - TC Land
Planning Commission Action Requested
Hold a public hearing and review the following actions for development of Sieben Ridge, a 116 lot
subdivision consisting of single family and villa home sites by TC Land. The 39.97 acre property is
generally located west of General Sieben Drive near Fallbrooke and Northridge Drives and currently
owned by Bauer Family Trust:
1) Rezoning - Rezone entire property from A - Agriculture to R-2 Medium Density Residence
2) Preliminary Plat - Creation of 116 single family and villa home sites.
3) Final Plat - Subdivision of the 1st phase of development consisting of 9 lots.
BACKGROUND INFORMATION
Annexation
The City Council adopted an ordinance for annexation of the subject property on February 18,
2020. All land use actions will be conditioned upon the formal approval of the annexation by the
State of Minnesota. The annexation ordinance has been shared with the Minnesota Office of
Administrative Hearings (OAH) for analysis. OAH has stated the Order for Approval of the
annexation would be issued within days of the filing by the City.
Comprehensive Plan
The property is guided Low Density Residential (LDR) within the current 2030 and draft 2040
Comprehensive Plans. LDR includes single family and two family housing with allowable densities
of 2.5-6.0 housing units per net acre and lots sizes of at least 6,000 s.f. The proposed development
plan is consistent with the LDR designation with all lot sizes exceeding 6,000 s.f. and having a net
density of 3.7 units per acre.
Planning Commission Memorandum
Zoning
The parcel is zoned A - Agriculture. The applicant has requested a rezoning to R-2 - Medium
Density Residence.
Existing Condition
The site is gently rolling, treeless, and used for agriculture. Trees exist along the southern
boundary.
Proposed Condition
Creation of 116 lots including 58 single family lots and 58 villa home lots.
Adjacent Zoning and Land Use
The following land uses abut the property:
Direction Use Comp Plan District Zoning District
North Nininger Township
Agriculture
Low Density Residential
Nininger Twp
East General Sieben Drive
Single Family Residential
Low Density Residential
R-1 Single Family
South Nininger Township
Aggregate Mining & Ag
Low Density Residential
Nininger Twp
West Nininger Township
Agriculture
Low Density Residential
Nininger Twp
Planning Committee of City Council
The Planning Committee of City Council (Chair Vaughan, Balsanek, and Leifeld) reviewed the
concept plan on January 8, 2020. The Committee generally supported the concept.
Public Notification
Notification of the meeting was sent to all property owners within 350 feet of the proposed
property. The City has received one comment in support of development of housing for younger
families as of this writing.
REZONING REVIEW Request
Rezone property from A - Agriculture to R-2 - Medium Density Residence. The actions serve as an
amendment to Hastings City Code Chapter 155.01 - Official Zoning Map.
R-2 - Medium Residential Zoning District
City Code Chapter 155.23 identifies the following uses within the R-2 District:
Uses permitted.
• One-family detached dwellings;
• Public parks, playgrounds, country clubs, athletic fields, and other recreational uses of a
non-commercial nature.
• Churches, libraries, and public and parochial schools
• Residential care facility, dependent and semi-independent, residential senior facility-
independent, dormitories, public and parochial schools and churches, fire stations,
professional offices, day care center, library, gift or craft shop and similar uses of a public
service nature;
• Home occupations in accordance with § 155.07; and
• Cluster Developments
• Accessory uses if incidental to the foregoing principal uses such as private garages and
sheds.
• Residential care facilities
• Two-family/multiple-family dwellings, including both new construction and conversions of
existing single-family dwellings
• Bed and breakfast lodging facilities
Uses by special permit.
• Residential care facilities, dependent and semi-independent, subject to the conditions
listed at § 155.07.
• Neighborhood commercial subject to the site plan requirements of § 155.07.
• Towers as regulated by § 155.07.
• Funeral Homes
RECOMMENDATION - REZONING
The proposed development plan and rezoning is consistent with the Comprehensive Plan.
Approval of the Rezoning to R-2 Medium Density Residence is recommended subject to the
following:
1) Approval of the annexation for the subject property by the State of Minnesota.
2) Conformance with the plans submitted with the Planning Commission Staff Report dated
August 24, 2020.
PRELIMINARY PLAT REVIEW
Request
Preliminary Plat approval of the Sieben Ridge containing 116 home sites comprising of 58 single
family and 58 villa home lots.
Difference Between Preliminary Plat and Final Plat
Preliminary Plat approval includes the plan for future subdivision of the entire development
including a review of lots, streets, grading, stormwater, utilities, public land dedication, and
landscaping. Final Plat approval is the formal subdivision of all or a portion of a Preliminary Plat
into lots of record for home construction. The Preliminary Plat establishes the plan for
development, while the Final Plat formally puts the plan into effect.
Lot Layout
Proposed lots meet the following minimum requirements of the R-2 Zoning District:
Minimum
Requirement
Proposal
Lot Area 7,000 s.f. 6,900 - 19,000 s.f.
Front Yard Setback 20’ 20’
Interior Side Yard Setback 7’ 7’
Corner Side Yard Setback 10’ 10’
Rear Yard Setback 20’ 20 - 70’
No lots front upon General Sieben Drive and lots abutting General Sieben have been kept to a
minimum through the incorporation of stormwater basins adjacent to the roadway. Lot layout
meets minimum requirements with the following changes:
1) Lot 3, Block 1 of the First Phase must be enlarged to meet the 7,000 s.f. minimum lot size
of the R-2 Zoning District.
2) All lots fronting Northridge Drive must have a minimum 35 foot front yard setback. Lots 3-
5, Block 3 of the Phase 3 do not appear to meet the minimum setback.
Out lots
Outlots are parcels of land that are restricted from immediate development. Development
restrictions may be permanent (such as stormwater basins), or temporary (such as future phases
of a development). The outlots included in the preliminary plat are designated for private
stormwater basins, common open space, and future phases of development.
Street Names
The following street name changes are required:
1) Highpointe Drive - Recommend Ridgepointe Drive (similar to the cul-de-sac).
2) Westview Drive.
3) Westpointe Circle - Recommend change to Northridge Circle.
Street Layout
Development includes the extension of Northridge Drive as a collector road and Fallbrooke Drive
as a local road, both extending from the current terminus at General Sieben Drive. Northridge
Drive will provide for future extension to the west of the plat, and future connection to the north
from its location at the property boundary. Highpointe Drive will provide a connection for future
southern development.
Pedestrian Access
Pedestrian access is adequate. The extension of Northridge Drive will incorporate an 8’
bituminous trail on the south side and 5’ sidewalk on the north side of the roadway. Highpoint
Drive will incorporate a 5’ sidewalk on the east side of the roadway. Planned trails and sidewalks
will interconnect with existing connections along General Sieben Drive and Northridge Drive to
provide interconnectivity.
Aggregate Operations
Solberg Aggregate is actively mining areas along the western 1/3rd of the adjacent southern
boundary of the proposed subdivision. The mining operations are located within Nininger
Township and outside of the jurisdiction of the City of Hastings. Mining activities can produce
noise. Blasting of aggregate has historically occurred ranging from once a week to once every
three weeks. Future mining operations could be expanded further east brining operations in
closer proximity to home sites. Future home owners should be made aware of the existence of
the mining operations and the potential for disturbance.
Landscape Plan
The landscape plan identifies boulevard tree plantings every 50 lineal feet along all new right-of-
ways. Additional trees are shown within the read yards. Front yard trees will be required for
every unit as part of the building permit.
Civil Plan Review - Grading, Drainage, Erosion Control, and Municipal Utilities
The site is gently rolling. Stormwater rules require that all site drainage be treated within the
boundaries of the plat. Stormwater runoff cannot exit the site. The Public Works Director is
conducting an in depth analysis of stormwater drainage to ensure conformance with
requirements. Approval is conditioned on approval by the Public Works Director.
Private Grading Agreement - SEAS
There appears to be grading located north of the site on property owned by St Elizabeth Ann
Seton Church. Rights to grade the land must be obtained by SEAS and provided to the City.
Sanitary Sewer and Water Trunk Oversizing
Trunk sanitary sewer and water will be extended into and through the site for future
development. The City will pay for the additional oversizing for trunk utilities.
RECOMMENDATION - PRELIMINARY PLAT
Approval of the Preliminary Plat to create 116 new home sites is recommended subject to the
following conditions:
1) Approval of the annexation for the subject property by the State of Minnesota.
2) Approval of the Rezoning of the subject property to R-2 - Medium Density Residence.
3) Conformance with the plans submitted with the Planning Commission Staff Report dated
August 24, 2020.
4) Lot 3, Block 1 of the First Phase must be enlarged to meet the 7,000 s.f. minimum lot size
of the R-2 Zoning District.
5) All lots fronting Northridge Drive must have a minimum 35 foot front yard setback. Lots 3-
5, Block 3 of the Phase 3 do not appear to meet the minimum setback.
4) The following street name changes shall be made:
a. Highpointe Drive - Recommend Ridgepointe Drive (similar to the cul-de-sac).
b. Westview Drive.
c. Westpointe Circle - Recommend change to Northridge Circle.
6) Final approval of all Civil Plans including Grading, Drainage and Erosion Control Plan, and
Utility Plan by the Public Works Director.
7) All disturbed areas on the property shall be stabilized with rooting vegetative cover to
eliminate erosion control problems.
8) Establishment of sureties and payment of escrow prior to commencement of site grading
and utilities.
9) Execution of an agreement with effected St Elizabeth Ann Seton church or other property
owners for any off-site grading activities.
10) The developer shall make future home owners aware of the existence of the mining
operations and the potential for disturbance.
11) Approval is subject to a one year Sunset Clause. The project must commence within one
year of the approval date or approval is null and void.
FINAL PLAT REVIEW
Request
Final Plat approval of the Sieben Ridge - Phase 1. Development includes 4 single family and 5 villa
home lots (9 total lots), five outlots, and construction of a portion of Fallbrooke Drive.
Civil Plan Review - Grading, Drainage, Erosion Control, and Municipal Utilities
The Final Plat must be constructed in conformance with the Civil Plan approvals granted by the
Public Works Director.
Temporary Turnaround - Fallbrooke Dr
Only a portion of Fallbrooke Drive will be constructed as part of the Final Plat. A temporary turn
around is necessary at the western extent of construction during the first phase that would be
removed upon full completion of the street. The applicant has proposed a bulb type cul-de-sac
that is acceptable with the following condition:
1) The two most westerly lots along Fallbrooke Drive in the First Addition (Lots 1, Block 1;
and Lot 4, Block 2) shall not be issued a building permit until the adjoining north\south
right-of-way improvements are completed.
Stormwater Maintenance Agreement
The developer must execute a stormwater maintenance agreement over all private stormwater
utility systems to ensure private maintenance and to allow for emergency public access prior to
recording of the final plat.
Association Maintenance Agreement
A homeowner’s association or similar mechanism will be required to ensure maintenance of
private common infrastructure including cul-de-sac islands, and private stormwater infrastructure
prior to recording of the final plat.
Park Land Dedication
On January 21, 2020 the City Council has acted to accept cash in lieu of land to satisfy park
dedication within Sieben Ridge consistent with the January 14th recommendation of the Parks and
Recreation Commission. Payment of cash in lieu of land in the amount of $19,800 ($2,200 x 9
units) will be due prior to release of the final plat mylars for recording.
Interceptor Sewer Fee
Payment of sewer interceptor fees in the amount of $4,365 ($485 x 9 units) is required prior to
release of the final plat mylars for recording.
Development Agreement
The City and developer shall enter into a Development Agreement to memorialize conditions of
approval and to establish applicable escrow amounts to ensure completion of public
improvements.
RECOMMENDATION - FINAL PLAT
Approval of the Final Plat of the Sieben Ridge is recommended subject to the following
conditions:
1) Approval of the annexation for the subject property by the State of Minnesota.
2) Approval of the Rezoning of the subject property to R-2 - Medium Density Residence.
3) Approval of the Preliminary Plat of Sieben Ridge.
4) Conformance with the plans submitted with the Planning Commission Staff Report dated
August 24, 2020.
5) Lot 3, Block 1 must be enlarged to meet the 7,000 s.f. minimum lot size of the R-2 Zoning
District.
6) Final approval of all Civil Plans including Grading, Drainage and Erosion Control Plan, and
Utility Plan by the Public Works Director.
7) All disturbed areas on the property shall be stabilized with rooting vegetative cover to
eliminate erosion control problems.
8) The two most westerly lots along Fallbrooke Drive in the First Addition (Lots 1, Block 1;
and Lot 4, Block 2) shall not be issued a building permit until the adjoining north\south
right-of-way improvements are completed.
9) Execution of a Development Agreement to memorialize conditions of approval and to
establish applicable escrow amounts to ensure completion of public improvements.
10) Execution of a stormwater access and maintenance agreement between the City and
property owner prior to recording of the final plat.
11) A declaration of covenants, conditions and restrictions or the equivalent document shall
be submitted for review and approval by the City before release of the final plat mylars
to ensure maintenance of open space, median plantings, cul-de-sac plantings, common
drives, stormwater infrastructure, and common utilities. The declaration shall
include, but is not limited to, the following:
a. A statement requiring the deeds, leases or documents of conveyance affecting
buildings, units, parcels, tracts, townhouses, or apartments be subject to the terms
of the declaration.
b. A provision for the formation of a property owners association or corporation and
that all owners must be members of said association or corporation which may
maintain all properties and common areas in good repair and which may assess
individual property owners proportionate shares of joint or common costs. The
association or corporation must remain in effect and may not be terminated or
disbanded.
c. Membership in the association shall be mandatory for each owner and any
successive buyer.
d. Any open space restrictions must be permanent and may not be changed or
modified without city approval.
e. The association is responsible for liability insurance, local taxes and the
maintenance of the open space facilities deeded to it.
f. Property owners are responsible for their pro-rata share of the cost of the
association by means of an assessment to be levied by the association which
meet the requirements for becoming a lien on the property in accordance with
Minnesota Statutes.
g. The association may adjust the assessment to meet changing needs.
12) Submission of certification of taxes paid in full for the property prior to release of the
final plat mylars for recording.
13) Payment of $19,800 ($2,200 x 9 units) to satisfy park dedication requirements prior to
release of the final plat mylars for recording.
14) Payment of $4,365 ($485 x 9 units) in sewer interceptor fees prior to release of the final
plat mylars for recording.
15) Individual mailboxes for each home are not permitted. Mailboxes must be grouped into
clusters.
16) Developer shall plant "boulevard" trees of at least 1.5 caliper inches according to the
submitted tree plan. An escrow is required for any unplanted trees before a
certificate of occupancy is issued.
17) One front yard tree of at least 1.5 caliper inches must be planted by the builder or
developer on every platted lot. An escrow is required for any unplanted trees before
a certificate of occupancy is issued.
18) Development of the platted outlots shall be prohibited until replanted as lots of
record.
19) Blanket drainage and utility easements shall be recorded against all outlots, unless they
are further delineated to the satisfaction of the Public Works Director.
20) Any uncompleted site work (including landscaping) must be escrowed for prior to
issuance of a certificate of occupancy.
21) Approval is subject to a one year Sunset Clause; the plat must be recorded with Dakota
County within one year of City Council approval or approval is null and void.
ATTACHMENTS
• Site Location Map
• Preliminary Plat
• Final Plat
• Civil Plans
• Application
LOCATION MAP
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A
S
E
3
PHASE 3
PHASE 2
P
H
A
S
E
2
P
H
A
S
E
3
BLOCK 1
BLOCK
2
6543
10
9 8 7 6 5 4 3 2 1 4
B
L
O
C
K
3
9
10
11
12
13
14
15
5
6
7 8
9
10
11
121314
1 2 3 4 5
3
2 1
1
2
3 BL
O
C
K
4
16
17
18
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
BLOC
K
3
7
8
9
10
1
2
3
4
5
1
2
11
12
13
14
1
2
BLOCK
1
BL
O
C
K
5
BLOCK 6
BLOCK
1
1
2
3
4
5
6
7
8
9 10 11
12
13
14
15
1
2
345
6
7
8
11
10
9
8
7 6 5 3 1
11
24
12
OUTLOT A
OUTLOT C
OUTLOT B
OUTLOT A
FALLBROOKE DRIVE
W
E
S
T
V
IE
W
D
R
I
V
E
D
R
I
V
E
HIG
H
P
OIN
T
E
NO
R
T
H
R
I
D
G
E
D
R
I
V
E
WE
S
T
P
O
I
N
T
E
CIRCLE
RIDGEPO
I
N
T
E
C
O
U
R
T
25
60
6
6
60
60
60
60
60
60
60
60
60
6
0
6
6
Drai
n
a
g
e
a
n
d
Utilit
y
E
a
s
e
m
e
n
t
Drainage and Utility
E
a
s
e
m
e
n
t BLO
C
K
2
OUTLO
T
B
OUTLOT A
4
13
BLOCK
2
B
L
O
C
K
4
OUTLOT B
Drai
n
a
g
e
and
Utility
Easement
Dr
a
i
n
a
g
e
a
n
d
Ut
i
l
i
t
y
E
a
s
e
m
e
n
t
Dr
a
i
n
a
g
e
a
n
d
Ut
i
l
i
t
y
E
a
s
e
m
e
n
t
Drainage and
Utility Easement
1010
10
10
1010
1010
PHASE
4
Lot Area Table
Parcel #
1
2
3
4
5
6
7
8
9
10
11
12
Lot/Block
1/1
2/1
3/1
4/1
5/1
1/2
2/2
3/2
4/2
Outlot A
Outlot B
R/W
Area
8945
7144
6904
7225
10686
8705
7789
12267
12654
14196
13915
19008
Lot Area Table
Parcel #
13
14
15
16
17
18
19
20
21
22
23
24
Lot/Block
2-1/1
2-2/1
2-3/1
2-4/1
2-5/1
2-6/1
2-7/1
2-8/1
2-9/1
2-10/1
2-1/2
2-2/2
Area
10451
9425
9425
9425
9425
9425
9425
9813
9066
8677
7191
7032
Lot Area Table
Parcel #
25
26
27
28
29
30
31
32
33
34
35
36
Lot/Block
2-3/2
2-4/2
2-1/3
2-2/3
2-3/3
2-4/3
2-5/3
2-6/3
2-7/3
2-1/4
2-2/4
2-3/4
Area
7459
8220
7477
7127
7179
7427
7441
7167
7206
7596
7098
8869
Lot Area Table
Parcel #
37
38
39
40
41
42
43
44
45
46
47
Lot/Block
2-4/4
2-5/4
2-6/4
2-7/4
2-8/4
2-9/4
2-10/4
2-Outlot A
2-Outlot B
2-Outlot C
2-R/W
Area
9983
13560
12060
9786
8839
7195
7707
43426
55331
145104
102373
Lot Area Table
Parcel #
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
Lot/Block
3-1/1
3-2/1
3-3/1
3-4/1
3-5/1
3-6/1
3-1/2
3-2/2
3-3/2
3-4/2
3-5/2
3-6/2
3-7/2
3-8/2
3-9/2
Area
8643
7348
7140
7763
7012
7107
7123
7164
7164
7108
7025
7792
7425
7571
7480
Lot Area Table
Parcel #
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
Lot/Block
3-10/2
3-11/2
3-12/2
3-13/2
3-14/2
3-15/2
3-16/2
3-17/2
3-1/3
3-2/3
3-3/3
3-4/3
3-5/3
3-6/3
3-7/3
Area
7407
7444
7443
7815
7874
7321
7183
7305
7081
7036
7060
7004
8039
10009
7078
Lot Area Table
Parcel #
78
79
80
81
82
83
84
85
86
87
88
89
90
Lot/Block
3-8/3
3-9/3
3-1/4
3-2/4
3-1/5
3-2/5
3-3/5
3-4/5
3-5/5
3-6/5
3-Outlot A
3-R/W1
3-R/W2
Area
7032
9794
8235
7038
8594
8629
8637
8889
8897
9331
47170
93954
19149
Lot Area Table
Parcel #
91
92
93
94
95
96
97
98
99
100
101
102
103
Lot/Block
4-1/1
4-2/1
4-3/1
4-4/1
4-5/1
4-6/1
4-7/1
4-8/1
4-9/1
4-10/1
4-11/1
4-12/1
4-13/1
Area
12046
9922
8454
10915
7693
7280
9644
16873
16351
10946
10224
11638
10812
Lot Area Table
Parcel #
104
105
106
107
108
109
110
111
112
113
114
115
116
Lot/Block
4-14/1
4-15/1
4-1/2
4-2/2
4-3/2
4-4/2
4-5/2
4-6/2
4-7/2
4-8/2
4-1/3
4-2/3
4-1/4
Area
9691
10740
9621
8544
8458
8356
10341
13554
11227
9632
8499
7164
7517
Lot Area Table
Parcel #
117
118
119
120
121
122
123
124
125
126
127
128
Lot/Block
4-2/4
4-3/4
4-4/4
4-5/4
4-6/4
4-7/4
4-8/4
4-9/4
4-10/4
4-11/4
4-Outlot A
4-R/W
Area
13562
11140
9704
8883
8959
8081
7653
7629
7606
11136
39123
128424
PRELIM. PLAT SUBMITTED TO CITY RCH30 JUL 2020
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
SIEBEN
RIDGE
HASTINGS, MINNESOTA
PRELIMINARY PLAT
JULY 30, 2020
ZZZ19450.FLC
20
2
0
TC LAND INVESTMENTS, LLC
13925 Fenway Blvd. No.
Hugo MN 55038
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Randall C. Hedlund
License No:Date:
C002ZZZ450.dwg
PRELIMINARY
PLAT
C0.2
NORTH
0 100 200
THE PROPERTY IS CURRENTLY NOT ZONED.
PROPOSED ZONING: R-2 Medium Density Residence
PROPOSED SETBACK INFORMATION:
FRONT - 20 FT.
REAR - 20 FT.
SIDE - 7 FT.
SIDE (STREET) - 10 FT.
MINIMUM LOT AREA - 7,000 S.F.
MINIMUM LOT WIDTH - 50 FT.
The Southeast Quarter of the Northeast Quarter of Section 31, Township 115, Range 17, Dakota County, Minnesota.
LEGAL DESCRIPTION
LOT AREA TABLE - PHASE 1
ZONING AND SETBACK SUMMARY
TOTAL SITE AREA: 1,741,202 S.F. = 39.97 AC.
WETLAND AREA: 0 S.F. = 0 AC.
RIGHT OF WAY AREA: 362,908 S.F. = 8.33 AC.
NET AREA: 1,351,294 S.F. = 31.02 AC.
TOTAL SINGLE FAMILY LOTS = 116
NET DENSITY = 3.7 U/A
AREA SUMMARY
GSID Station # 1910 T Lat.: 444417.40 Lon.: 925351.36115 Stamping: 1910 T 2015
Monument Type: Aluminum alloy rod (no sleeve) (depth 19 ft)
Disk Type: Metal rod (with removable id disk)
Description: (2015)
2.0 miles west of Hastings, 2.3 miles west along Trunk Highway 55 from the junction of Trunk Highway 55 and Trunk Highway 61 in
Hastings, at Trunk Highway 55 milepoint 218.15, 35.9 feet south of Trunk Highway 55 fog line, 0.4 mile west of General Sieben Road,
135.0 feet west of Hastings population sign, 1.5 feet north of a witness post.
Leveling-Derived Orthometric Heights (Feet) NAVD88 - 918.338
BENCHMARK
BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES, UNLESS
OTHERWISE SHOWN, AND 10 FEET IN WIDTH AND
ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES
UNLESS OTHERWISE SHOWN ON THIS PLAT
10
(NOT TO SCALE)
10
5
5
DRAINAGE AND UTILITY EASEMENTS ARE
SHOWN THUS:
LOT AREA TABLE - PHASE 2 LOT AREA TABLE - PHASE 3 LOT AREA TABLE - PHASE 4
Δ=03°46'54"34.98 123 14512234
1321.66 S01°29'59"E
1319.76 N89°59'34"W 300.67 N00°00'26"E Δ=13°48'45"R=840.0 0 20 2.50 174.12 S89°23'00"W 190.69 S45°28'47"W78.1969.81171.88
85.39 97.94 30.00 30.00 125.00 147.25
79.5390.16 85.0557.0154.0154.0162.59 312.66 S89°23'00"W30.5730.50153.20 86.4087.5973.50 19.0457.0085.04Δ=08°34'25"70.33 Δ=05°52'50"54.40Δ=03°51'23"35.6734.54Δ=4°12'36"Δ=00°44'05"6.03N0°00'26"E170.84 S1°29'59"E127.19N1°29'59"W129.18S1°29'59"E136.37N0°00'26"E97.98178.83 N0°00'26"E80.89 97.94OUTLOT A OUTLO
T
B
126.31N1°29'59"W161.09 S88°30'01"WR=500.00Δ=13°31'07"117.97R=500.0037.71 Δ=4°19'18"3030
30 30
30 3010101010 1010 1010
2
5
2
5
2
5
2
5
Δ =4°22'42"6 4.19 Δ=1°01'34" 15.04
8
0
8
0
Δ=4°56'03"45.64 Δ=3°37'47"29.7710101010 10 204510
10
169.69 S88°30'01"W 10101020OUTLOT CS. line of the SE 1/4 of the NE 1/4of Sec. 31, T. 115, R. 17
60
E. line of the SE 1/4 of the NE 1/4
of Sec. 31, T. 115, R. 17
Drainage and Utility Easementover all of Outlot A Drainage and Utility E
a
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e
m
e
n
t
over all of Outlot
B
S
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B
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NORTH040801 INCH = 40 FEETSCALE IN FEET
A
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Denotes 1/2 inch iron pipe monument found and marked byLicense No. 42597 unless otherwise shown. Denotes 1/2 inch by 14 inch iron pipe monument set andmarked by license no. 48176.Bearings shown are based upon the Dakota County coordinatesystem.
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W. line of the southeast 1/4 of thenortheast 1/4 of Sec. 31, T.115, R.17
E. line of the southeast 1/4 of the
northeast 1/4 of Sec. 31, T.115, R.17
1
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Found IPRLS No. 18425
8
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60 60 60
60 66
Northwest corner of the northeast 1/4of Sec. 31, T.115, R.17Dakota County Cast Iron Monument331.
9
9
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1
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2
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0
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X X X X X X X X X X
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N89°46'50"E 1321.11
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EX.A8" PVC STUB
ELEV.= 868.04 (AS-BUILT)
(FIELD VERIFY)
1
2
3
4
567
8
9
10
11
12
1314
1516
17
18
19
20
2122
23
24
25
2627
28
29
30
31
32
33
3435
36
37
38
39
40
41
42
4344
4546
47
48
49
50
51
52
53
54
55
56
57
58
59
60
6162
63
64
65
66
67
68
69
70
71
72
7374
75
76
77
78
79
80
81
82
83 84 85
86
87888990
91
92
93
94
95
96
98
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100101
102
103
104
105
106
107
108 109
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111
112
113
114
115116117
118
119
120
121
122
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124
125
126127
128
129
130131
132
133134
135
136137
138139
140
141142
143144
145
146
147
148
149
150
151152
153
154155
156
157
158
159
160161
CIM
Do Not Disturb
SB 103
SB 102
SB 104
SB 106
SB 105
SB 100
SB 101
SB 111
SB 110
SB 107
SB 109
SB 108
xx
x
x
x
x
x
x
x
xxxxx
LEGAL DESCRIPTION
NORTH
0 100 200
The Southeast Quarter of the Northeast Quarter of Section 31, Township 115, Range 17, Dakota County, Minnesota.
Property Area = 39.97 Ac.
I hereby 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.
Signature shown is a digital reproduction of original. Wet signed
copy of this plan on file at Landform Professional Services, LLC
office and is available upon request.
Lynn P. Caswell
License No. 13057 Date:XX/XX/XXXX
PRELIM. PLAT SUBMITTED TO CITY RCH30 JUL 2020
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
SIEBEN
RIDGE
HASTINGS, MINNESOTA
PRELIMINARY PLAT
JULY 30, 2020
ZZZ19450.FLC
20
2
0
TC LAND INVESTMENTS, LLC
13925 Fenway Blvd. No.
Hugo MN 55038
Background information shown is from survey by Landform, Minneapolis, MN, in December of 2019 and January of 2020, expressly
for this project; City of Hastings, MN record drawings; and utility service providers. Landform offers no warranty, expressed or written,
for information provided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies,
or omissions discovered shall be reported to the Engineer IMMEDIATELY.
Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared by Haugo
GeoTechnical Services, LLC, Minneapolis, MN, on December 5, 2019.
1.
2.
EXISTING CONDITIONS
:Curb/Sidewalk Removal
:Tree Removal
:Structure and / or Pavement Removal
:Construction Limits
:Tree Protection
:Soil BoringB-X
Obtain permits for demolition, clearing, and disposal prior to beginning.
Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing.
See Sheet C3.1 and 3.2 for erosion prevention and sediment control measures that must be in place prior to disturbances to site.
Reserved
Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities.
Refer to details for pavement sawcut. Remove concrete walks and curbing to the nearest existing joint beyond construction limits.
Complete demolition with minimal disruption of traffic. Coordinate lane closures with the regulatory authority and provide advance
notification to affected emergency response providers.
Provide barricades, lights, signs, traffic control, and other measures necessary for protection and safety of the public and maintain
throughout construction.
Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted for
removal. Damage shall be repaired to equal or better condition at no additional cost.
Reserved
Remove trees noted, including root structures, from the site. Coordinate with owner to mark trees to be saved or transplanted prior to
clearing. Protect trees indicated with tree protection fencing per Detail C7.5/3. Refer to sheet L1.1
Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, within the
construction limits unless noted otherwise.
Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utility
companies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance with
utility owner requirements.
Reserved.
Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris, unless noted
otherwise.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
=
=
=
==
GENERAL NOTES
LEGEND
DEMOLITION AND CLEARING NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
:Utility Line RemovalXXXXXXXXXXXXXXXXXXX
C101ZZZ450.dwg
EXISTING CONDITIONS
& DEMOLITION PLAN
C1.1
:Mass Tree Removal
PHASE 2
PHASE
3
80
PHA
S
E
4
PHA
S
E
3
PHASE 4
PHASE 2
P
H
A
S
E
3
P
H
A
S
E
2
PH
A
S
E
4
PH
A
S
E
3
PHA
S
E
3
P
H
A
S
E
4
P
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A
S
E
3
BL
O
C
K
4
7 8
1
2
4
B
L
O
C
K
4
B
L
O
C
K
2
17
18
1
2
3
4
5
6
7
8
BL
O
C
K
5
BLOCK 6
BLOCK
1
1
2
3
4
5
6
7
8
9
10 11
12
13
14
15
1
2
3
4
5
6
7
8
11
10
9
8
7
5 4 3 2 1
6
13
12
OUTLOT C
OUTLOT B
W
E
S
D
R
I
V
E
HIG
H
P
O
IN
T
E
NO
R
T
H
R
I
D
G
E
WE
S
T
P
O
I
N
T
E
66
R/
W
4
0
.
0
F-
F
B
6
-
1
8
60
R/W
32.0
F-F
Surmountable
66
R/
W
40.
0
F-
F
B6-
1
8
60
R/W
32.0
F-F
Surm
o
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a
b
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BW 911.0
TW 914.0
BW 911.0
TW 914.0
BW 908.0
TW 911.0 POND
POND
61
.
9
61
.
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61.
7
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5
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.
0
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.
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0
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0
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0
6
1
.
9
6
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.
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5' Sidewalk(Typ.)
8' Bituminous
Trail(Typ.)
(Ty
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.
)
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0
(Ty
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.
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50
50
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.
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.
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.
7
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.
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116
.
0
Dra
i
n
a
g
e
and
Utility
Easement Drainage and Utiltiy Easement
Over all of Outlot B
Drainage and Utiltiy Easement
Over all of Outlot A
OUTLOT A
Drainage and Utiltiy Easement
Over all of Outlot A
Dr
a
i
n
a
g
e
a
n
d
Ut
i
l
i
t
y
E
a
s
e
m
e
n
t
CIRCLE
(Part of Phase 1)
POND
PRELIM. PLAT SUBMITTED TO CITY RCH30 JUL 2020
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
SIEBEN
RIDGE
HASTINGS, MINNESOTA
PRELIMINARY PLAT
JULY 30, 2020
ZZZ19450.FLC
20
2
0
TC LAND INVESTMENTS, LLC
13925 Fenway Blvd. No.
Hugo MN 55038
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Randall C. Hedlund
License No:Date:
C201ZZZ450.dwg
SITE PLAN
NORTH
C2.1
NORTH
0 50 100
THE PROPERTY IS CURRENTLY NOT ZONED.
PROPOSED ZONING: R-2 Medium Density Residence
PROPOSED SETBACK INFORMATION:
FRONT - 20 FT.
REAR - 20 FT.
SIDE - 7 FT.
SIDE (STREET) - 10 FT.
MINIMUM LOT AREA - 7,000 S.F.
MINIMUM LOT WIDTH - 50 FT.
Impervious
Pervious
Total 1,741,202
643,549
1,097,653
s.f
s.f.
s.f.
Impervious
Proposed:
Total
Pervious
Existing:
1,741,202
0
1,741,202
s.f.
s.f.
s.f.
39.97
14.77
25.20
39.97
0
39.97
Obtain all necessary permits for construction within, or use of, public right-of-way.
The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the
digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be
compared to the structural drawings prior to staking.
Reserved.
Dimensions shown are to face of curb unless noted otherwise.
2.
3.
4.
5.
GENERAL NOTES AREA SUMMARY
ZONING AND SETBACK SUMMARY
SITE PLAN NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
100.0%
37.0%
63.0%
100.0%
0%
100%
ac.
ac.
ac.
ac.
ac.
ac.
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
MAIN STREET
BLOCK 1
1
SETBACK LINE
BUILDING PAD
DRIVEWAY
LOT LINE
XX.X
LOT WIDTH AT
SETBACK LINE
EASEMENT LINE
PHAS
E
1
PHAS
E
3
FES 30 RCP
IE=872.7
INV 30 RCP
IE=872.5 >>
80
SB 111
SB 110
SB 107
SB 109
SB 108
PHA
S
E
1
PHA
S
E
2
PH
A
S
E
1
PH
A
S
E
2
PH
A
S
E
2
PH
A
S
E
3
PHA
S
E
3
PHA
S
E
2
PHASE 3
PHASE 2
P
H
A
S
E
2
P
H
A
S
E
3
B
L
O
C
K
4
BLOCK
2
654
3
10
9
BLOCK
1
8 7 6 5 4 3 2 1
4
B
L
O
C
K
3
9
10
11
12
13
14
15
5
6
7 8
9
10
11
121314
1 2 3 4 5
3
2 1
BLOCK
1
16
7
3
10
11
1
2
3
4
5
6
7
8
BLOC
K
3
7
8
9
10
5
6
7
8
9
1
2
11
12
13
14
1
2 OUTLOT A
OUTLOT A
FALLBROOKE DRIVE
W
E
S
T
V
I
E
W
D
R
I
V
E
NO
R
T
H
R
I
D
G
E
D
R
I
V
E
RIDGEPO
I
N
T
E
C
O
U
R
T
60
N O R T H R I D G E D R I V E
BLOCK
2
H
I
G
H
P
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N
T
E
D
R
I
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E
40.
0
F-
F
Sur
m
o
u
n
t
a
b
l
e
66
R/
W
32.0
F-F
Surmo
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n
t
a
b
l
e
60
R/W
3
2
.
0
F
-
F
6
0
R
/
W
POND
32.0
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60
R/W
32.0
F-F
Surmou
n
t
a
b
l
e
60
R/W
32.0
F-F
60
R/W
(Typ.)
75
40
(Typ.)
50
50
8' bituminous
Trail(Typ.)
5' Sidewalk
(Typ.)
3
2
.
0
F
-
F
6
0
R
/
W
63.2
54.0 54.0 57.0 85.0
88.179.5
65.065.065.065.065.0
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0PHASE
2
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OUTLOT B
POND
OUTLOT A
OUTLOT B
BLOCK 1
6
8
.
5
6
4
.
3
6
4
.
4
6
4
.
5
64
.
4
64.
0
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64.2
65.4
Retaining Wall
9
2
.
4
81.
4
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57.0
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5
6
.
5
54
.
8
54.8
54.3
54.0
57.1
65.0 72.0
69.8
78.2
Surmountable
Surmou
n
t
a
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l
e
Drainage and Utiltiy Easement
Over all of Outlot A
Drainage and Utiltiy Easement
Over all of Outlot B
Drainage and
Utiltiy
Easement
Over all of
Outlot B
Drainage and Utiltiy Easement
Over all of Outlot A
Drainage and Utiltiy Easement
Over all of Outlot C
Drainage and Utiltiy Easement
Drainage and
Utiltiy Easement
54
.
0
5
4
.
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PRELIM. PLAT SUBMITTED TO CITY RCH30 JUL 2020
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
SIEBEN
RIDGE
HASTINGS, MINNESOTA
PRELIMINARY PLAT
JULY 30, 2020
ZZZ19450.FLC
20
2
0
TC LAND INVESTMENTS, LLC
13925 Fenway Blvd. No.
Hugo MN 55038
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Randall C. Hedlund
License No:Date:
C202ZZZ450.dwg
SITE PLAN
NORTH
C2.2
NORTH
0 50 100
THE PROPERTY IS CURRENTLY NOT ZONED.
PROPOSED ZONING: R-2 Medium Density Residence
PROPOSED SETBACK INFORMATION:
FRONT - 20 FT.
REAR - 20 FT.
SIDE - 7 FT.
SIDE (STREET) - 10 FT.
MINIMUM LOT AREA - 7,000 S.F.
MINIMUM LOT WIDTH - 50 FT.
Obtain all necessary permits for construction within, or use of, public right-of-way.
The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the
digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be
compared to the structural drawings prior to staking.
Reserved.
Dimensions shown are to face of curb unless noted otherwise.
2.
3.
4.
5.
GENERAL NOTES AREA SUMMARY
ZONING AND SETBACK SUMMARY
SITE PLAN NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Impervious
Pervious
Total 1,741,202
643,549
1,097,653
s.f
s.f.
s.f.
Impervious
Proposed:
Total
Pervious
Existing:
1,741,202
0
1,741,202
s.f.
s.f.
s.f.
39.97
14.77
25.20
39.97
0
39.97
100.0%
37.0%
63.0%
100.0%
0%
100%
ac.
ac.
ac.
ac.
ac.
ac.
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
MAIN STREET
BLOCK 1
1
SETBACK LINE
BUILDING PAD
DRIVEWAY
LOT LINE
XX.X
LOT WIDTH AT
SETBACK LINE
EASEMENT LINE
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IE=877.8
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IE=879.4
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4
PRELIM. PLAT SUBMITTED TO CITY RCH30 JUL 2020
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
SIEBEN
RIDGE
HASTINGS, MINNESOTA
PRELIMINARY PLAT
JULY 30, 2020
ZZZ19450.FLC
20
2
0
TC LAND INVESTMENTS, LLC
13925 Fenway Blvd. No.
Hugo MN 55038
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Randall C. Hedlund
License No:Date:
C301ZZZ450.dwg
GRADING, DRAINAGE
& EROSION CONTROL - NORTH
C3.1
NORTH
0 50 100
BUILDING TYPE
FBWO = FULL BASEMENT
WALK OUT
FBLO = FULL BASEMENT
LOOK OUT
FB = FULL BASEMENT
NO WALK OUT
NO LOOKOUT
XXX.X
FBWO/FB
XXX.XX/XXX.X
GF=XXX.X : FRONT GARAGE FLOOR ELEVATION
: UNIT TYPE
: MIN. BSMT ELEV./LOWEST OPENING ELEV.
: REAR ELEVATION
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
2. THERE MUST BE AT LEAST 6" DROP IN GROUND ELEVATION
WITHIN 10 FT. OF THE STRUCTURE.
NO SCALE
PAD DETAIL1
Contact utility service providers for field location of services 72 hours prior to beginning grading.
Refer to the Geotechnical Report prepared by Haugo Geo Technical Services, LLC, Dated 12/5/2019, For additional information on
backfill material and groundwater conditions.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and
unstable.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide
periodic reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction
throughout the lift.
Reserved.
Avoid soil compaction of infiltration practices. Any equipment used in Infiltration Areas should be small scaled and tracked. Install
protective fencing as shown.
Ponds shall be clay lined (2 ft. minimum) below the NWL.
2.
3.
4.
5.
6.
7.
8.
9.
10.
GRADING NOTES
GENERAL NOTES LEGEND
:Construction Limits
SYMBOL DESCRIPTIONFor construction staking and surveying services contact Landform at 612.252.9070.1.
000.0
:Denotes Emergency Overflow
:Stockpile Contours
:Proposed Major Contour
:Proposed Spot Elevation
120
:Existing Major Contour
:Existing Spot Elevation
120
123.45
234.5
:Proposed Minor Contour123
:Existing Minor Contour123
EOF EOF
I
I
I
I
I
I
I
I
I
I
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I
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CABX
FES 30 RCP
IE=872.7
INV 30 RCP
IE=872.5
CB
RE=886.1
IE=882.5
CB
RE=888.8
IE=885.2
STMH
RE=888.0
IE=882.5(E)
IE=883.4(S)
IE=882.6(W)
CBBH TOP CL
RE=888.8
IE=884.4
X X X X X X X X X X X X X X X X X X X X X X X X
X
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CIM
Do Not Disturb
SB 106
SB 111
SB 110
SB 107
SB 109
SB 108
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POND 40
NWL=890.00
100-YR=892.74
POND 50
NWL=879.00
100-YR=883.61
POND 60
100-YR=870.08
BTM=859.410
INFILTRATION
BASIN 70
100-YR=879.12
BTM=876.00
INFILTRATION
BASIN 80
100-YR=882.04
BTM=879.80
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EOF
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BLOCK 2 432
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880.2
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879.9
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880.0
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879.5
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2
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3
Pond shall be over-excavated until SP-SM soils are reached.
Backfill to grade shall be with SP-SM soils.
PRELIM. PLAT SUBMITTED TO CITY RCH30 JUL 2020
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
SIEBEN
RIDGE
HASTINGS, MINNESOTA
PRELIMINARY PLAT
JULY 30, 2020
ZZZ19450.FLC
20
2
0
TC LAND INVESTMENTS, LLC
13925 Fenway Blvd. No.
Hugo MN 55038
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Randall C. Hedlund
License No:Date:
NORTH
0 50 100
C302ZZZ450.dwg
GRADING, DRAINAGE
& EROSION CONTROL - SOUTH
C3.2
BUILDING TYPE
FBWO = FULL BASEMENT
WALK OUT
FBLO = FULL BASEMENT
LOOK OUT
FB = FULL BASEMENT
NO WALK OUT
NO LOOKOUT
XXX.X
FBWO/FB
XXX.XX/XXX.X
GF=XXX.X : FRONT GARAGE FLOOR ELEVATION
: UNIT TYPE
: MIN. BSMT ELEV./LOWEST OPENING ELEV.
: REAR ELEVATION
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
2. THERE MUST BE AT LEAST 6" DROP IN GROUND ELEVATION
WITHIN 10 FT. OF THE STRUCTURE.
NO SCALE
PAD DETAIL1
GENERAL NOTES
LEGEND
:Construction Limits
SYMBOL DESCRIPTION
For construction staking and surveying services contact Landform at 612.252.9070.1.
000.0
:Denotes Emergency Overflow
:Stockpile Contours
:Proposed Major Contour
:Proposed Spot Elevation
120
:Existing Major Contour
:Existing Spot Elevation
120
123.45
234.5
:Proposed Minor Contour123
:Existing Minor Contour123
EOF EOF
Contact utility service providers for field location of services 72 hours prior to beginning grading.
Refer to the Geotechnical Report prepared by Haugo Geo Technical Services, LLC, Dated 12/5/2019, For additional information on
backfill material and groundwater conditions.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and
unstable.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide
periodic reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction
throughout the lift.
Reserved.
Avoid soil compaction of infiltration practices. Any equipment used in Infiltration Areas should be small scaled and tracked. Install
protective fencing as shown.
Ponds shall be clay lined (2 ft. minimum) below the NWL.
2.
3.
4.
5.
6.
7.
8.
9.
10.
GRADING NOTES
BLOCK 2 432
1
2
10
9
BLOCK 1
8 7 6 5 4 3 2 1 4
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K
3
1
2
3
4
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2 1
3
2
1
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2
1
2
3
4
5
2
1
6
14
15
16
17
BLOC
K
3
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
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C
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1
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2
1
2
3
4
5
6
7
8
9
10 11
12
13
14
15
1
2
3
45
6
7
8
OUTLOT A
OUTLOT C
OUTLOT A
OUTLOT A
BLOCK 2
BASIN 60
1
OUTLOT A
11109876
5
4
3
2
1
6
5
4
BLOCK 4
OUTLOT B
BLOCK 1
OUTLOT B
PHA
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A
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E
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PHASE 4
PHASE 2
7
8
9
10
11
12
13
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PHASE 2
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SB 111
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>
NOR
T
H
R
I
D
G
E
FALLBROOKE
H
I
G
H
P
O
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N
T
E
D
R
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S
T
VI
E
W
D
R
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WE
S
T
P
O
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E
COURT
RIDGEPOINTE COURT
MH-37
MH-24
MH-36
MH-23 MH-22
MH-35
MH-34
MH-11
MH-21
MH-12
MH-9
MH-17
MH-33
MH-16
MH-8
MH-26
MH-20
MH-18
MH-32
MH-15
MH-2
MH-14
MH-3
MH-6
MH-13
MH-5 MH-1
MH-4
CBMH 902
CBMH 903
CBMH 904
CBMH 905
CB 1103A
CBMH 1103
CBMH 806
CBMH 805
CB 409A
CBMH 409
CBMH 602
CB 603
CBMH 807
CB 807A
CBMH 803
CBMH 804
CBMH 1102
CBMH 1105
CB 1105A
CB 1204A
STMH 601
CBMH 405
CBMH 403
CB 403A
CBMH 1204
CBMH 1203CBMH 1104
CB 405B
CBMH 405A
CBMH 406
CBMH 203
FES 1100
MH-7
MH-10
MH-27
MH-25
MH-28
MH-31
STMH 100OCS 101
FES 200
STMH 201
CBMH 202
FES 400
STMH 401
CDS 402
FES 503STMH 502
CB 501A
STMH 501
FES 700
CB 701
FES 800
CBMH 801
CBMH 802
CBMH 808
CB 808A
CIRCLE
FES 905C
FES 900
CBMH 901
CB 901AFES 1103C
STMH 1101
CB 1203A
CBMH 408
FES 410
DRI
V
E
DRIVE
CB 905A
FES 204
CB 802A
CB 404B
CBMH 404A
CBMH 404CB 407A
CBMH 407
>
>
>
>
>
>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
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>>
>
>
>
>
>
>
>
>
>>
>>
>
>
>>
>
>
>>
>
>
>>
>
>
>
>
CB 407D
CBMH 407C
CBMH 407B
>
>
>
>
>
>
CBMH 1103B
FES 1200
STMH 1201
CBMH 1202
CB 406A
>>
FES 600
>>
>
>
>
>
>
>
>
>
>>
>>
PRELIM. PLAT SUBMITTED TO CITY RCH30 JUL 2020
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
SIEBEN
RIDGE
HASTINGS, MINNESOTA
PRELIMINARY PLAT
JULY 30, 2020
ZZZ19450.FLC
20
2
0
TC LAND INVESTMENTS, LLC
13925 Fenway Blvd. No.
Hugo MN 55038
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Randall C. Hedlund
License No:Date:
C400ZZZ450.dwg
OVERALL UTILITIES
C4.0
NORTH
0 100 200
Pipe Materials
Watermain 8" DIP Class 52 - Mainline 6" DIP Class 52 - Hyd. Leads (ANSI A21.51/AWWA C151)
Water Service 1" Copper Type K (ASTM B88)
A "T" post shall be installed over terminousof service and painted blue.
A "W" will be placed on curb to which a service runs underneath.
Two ties for each service will be required at time of Record Plans.
Public Sanitary Sewer 8" PVC SDR 35, (ASTM: D3034, F477, & F891)
Sanitary Sewer Service 4" PVC SDR 26 (ASTM: D1785, D2665, F794, & F1866)
Storm Sewer RCP 12"-18" Class 5 (ASTM C76)
RCP 21" Class 4 (ASTM C76)
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.
Contractor to notify Engineer immediately if there is any discrepancy.
Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer
immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities in accordance with City of Hastings standards.
Connect to city utilities in accordance with City of Hastings standards.
Maintain 7.5 feet of cover on watermain.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation
between joints.
Contact City of Hastings Public WorksDepartment, at 651.480.6185 for flushing and pressure test inspections.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade.
Coordinate with private utilities to provide electric, natural gas, and communications services.
Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in paved
areas.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
GENERAL NOTES
UTILITY NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
1
2
3 4
5
3
2
1
BLOCK
4
BL
O
C
K
2
1
2
3
4
5
2
1
6
6
BL
O
C
K
1
BLOC
K
2
1
2
3
4
5
6
7
8
9
10 11
12
13
14
15
1
2
3
45
6
7
8
OUTLOT C
OUTLOT A
OUTLOT A
11109876
5
4
3
2
1
6
5
4
BLOCK 4
PHA
S
E
4
PHA
S
E
3
PHASE 4
PHASE 2
7
8
9
10
P
H
A
S
E
3
P
H
A
S
E
2
PHA
S
E
4
PHA
S
E
3
PHAS
E
3
PHAS
E
2
PH
A
S
E
4
PH
A
S
E
3
B
L
O
C
K
1
BL
O
C
K
3
I
I
I
I
I
I
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I
I
I
I
I
I
I
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CB
RE=888.8
IE=885.2 CB
RE=889.0
IE=884.8
STMH
RE=888.0
IE=882.5(E)
IE=883.4(S)
IE=882.6(W)
CBBH TOP CL
RE=888.8
IE=884.4
CB
RE=882.8
IE=877.8
CB
RE=882.8
IE=879.4
INV? 48 RCP
IE=875.9
FES 48 RCP
IE=876.4
STMH
RE=883.4
CB
RE=883.6
IE=879.2
CB
RE=887.1
IE=883.4
CB
RE=886.9
IE=882.0
SSMH
RE=889.0
IE=871.8
CB
RE=890.1
IE=886.9
CB
RE=890.0
IE=884.3
>
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80
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STS >>
CB 603
RIM: 887.67
INV: 883.62
CBMH 602
RIM: 887.84
INL (N): 883.21
INV: 882.01
STMH 601
RIM: 883.75
INL (N): 881.31
INV: 876.55
CB 807A
RIM: 888.51
INV: 884.51
CBMH 807
RIM: 891.88
INL (NE): 884.17
INL (NW): 883.97
INV: 883.77
CBMH 806
RIM: 890.75
INL (N): 883.34
INV: 882.94
CBMH 805
RIM: 890.75
INL (NW): 882.81
INV: 882.81
CBMH 804
RIM: 888.51
INL (W): 882.70
INV: 882.70
CBMH 803
RIM: 888.51
INL (SW): 882.58
INV: 882.09
CBMH 905
RIM: 896.68
INL (SE): 891.26
INL (NW): 891.26
INV: 891.06
CBMH 904
RIM: 901.06
INL (NE): 890.85
INV: 890.85
CBMH 903
RIM: 901.08
INL (E): 890.78
INV: 890.58
CBMH 902
RIM: 901.08
INL (NE): 890.51
INV: 890.31
MH-24
RIM: 913.73
INV: 903.00
INV: 903.00
77'
-
8
"
P
V
C
MH-23
RIM: 909.91
INV: 898.71
67' - 8" PV
C
MH-22
RIM: 904.94
INV: 894.05
134' - 8" PV
C
MH-21
RIM: 895.57
INV: 884.72
166'
-
8
"
P
V
C
MH-20
RIM: 889.81
INV: 875.35
MH-18
RIM: 889.69
INV: 874.59
12
6
'
-
8
"
P
V
C
MH-17
RIM: 892.09
INV: 873.99
1
3
9
'
-
8
"
P
V
C
MH-16
RIM: 891.12
INV: 873.34
1
6
7
'
-
8
"
P
V
C
MH-37
RIM: 913.80
INV: 901.86
83
'
-
8
"
P
V
C
MH-36
RIM: 910.18
INV: 898.18
92' - 8" PV
C
MH-35
RIM: 904.14
INV: 885.38
24
8
'
-
8
"
P
V
C
MH-34
RIM: 898.95
INV: 882.80
1
6
6
'
-
8
"
P
V
C
FES 503
INV: 882.15
MH-27
RIM: 887.41
MH-28
RIM: 888.77
INV : 874.20
MH-31
RIM: 891.85
INV: 873.26
105'
-
8
"
P
V
C
185' - 8" PV
C
296' - 8" PVC 60' - 8" PVC
MH-15
RIM: 889.46
INV : 872.67
15
5
'
-
8
"
P
V
C
CB 905A
RIM: 896.67
INV: 891.36
FES 905C
INV: 891.41
FES 700
INV=876.00
CB 701
RIM: 884.50
INL (W): 879.00
INV: 877.01
FES 800
INV=879.00
CBMH 801
RIM: 886.66
INL (SE): 882.25
INV: 879.12
CBMH 802
RIM: 886.16
INL (SW): 881.33
INL (NE): 882.25
INV: 882.35
STMH 501
RIM: 882.50
INL (N): 876.13
INL (S): 877.60
CB 501A
RIM: 886.83
INL (SW): 877.82
INV: 877.82
FES 600
INV=876.40
STMH 502
RIM: 889.00
INL (NW): 881.88
INV: 879.67
STMH 401
RIM: 884.00
INL (SW): 877.14
INV: 876.44
FES 400
INV=876.00
CB 808A
RIM: 895.89
INV: 891.89
CBMH 808
RIM: 895.89
INL (N): 891.35
INV: 890.36
33' - 36" RCP
@ 0.12%
112
'
-
3
6
"
R
C
P
@ 0.
2
2
%
160
'
-
2
4
"
R
C
P
@ 0
.
1
5
%
34' - 21" RCP
@ 0.21%
39' - 18" RCP
@ 0.18%
111' - 18" RCP
@ 0.19%
60' - 15" RCP
@ 0.25%
41' - 15" RCP
@ 0.24%
34' - 12" RCP
@ 1.59%
213'
-
1
5
"
R
C
P
@ 3
.
0
0
%
34' - 12" RCP
@ 1.00%
39' - 18" RCP
@ 1.11%
41' - 24" RCP
@ 0.31%
39' - 24" RCP
@ 0.28%
34' - 24" RCP
@ 0.35%
168
'
-
2
4
"
R
C
P
@ 0
.
4
5
%
41' - 30" RCP
@ 0.25%
2
4
6
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2
4
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R
C
P
@
0
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2
5
%
123' - 36" RCP
@ 0.18%
32' - 15" RCP
@ 0.46%
152' - 15" RCP
@ 0.46%
41' - 12" RCP
@ 0.99%
26
2
'
-
4
2
"
R
C
P
@
1
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3
5
%
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4
2
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R
C
P
@ 0.
9
0
%
CB 407D
RIM: 890.70
INV: 886.30
CBMH 407C
RIM: 891.90
INL (NW): 886.02
INV: 884.22
91
'
-
1
2
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R
C
P
@
0
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1
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>>
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>
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FES 511
INV: 877.90
42' - 24" RCP
@ 0.19%
93' - 24" RCP
@ -3.23%
FES 702
INV: 876.00
39' - 18" RCP
@ 0.18%
EX SAN MH 2
RIM: 873.52
INL (W): 871.83
POND 30
NWL=876.40
100-YR=879.19
100-YR B-B=881.13
POND 10
NWL=878.00
100-YR=882.30
POND 40
NWL=890.00
100-YR=892.74
FES 900
INV=890.00
44' - 24" R
C
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@ 0.16%
>
>
>
>
33' - 36" RCP
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LOWER RIM TO MATCH
NEW GRADE 877.8±
PRELIM. PLAT SUBMITTED TO CITY RCH30 JUL 2020
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
SIEBEN
RIDGE
HASTINGS, MINNESOTA
PRELIMINARY PLAT
JULY 30, 2020
ZZZ19450.FLC
20
2
0
TC LAND INVESTMENTS, LLC
13925 Fenway Blvd. No.
Hugo MN 55038
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Randall C. Hedlund
License No:Date:
C401ZZZ450.dwg
UTILITIES - NORTH
C4.1
NORTH
0 50 100
Pipe Materials
Watermain 8" DIP Class 52 - Mainline 6" DIP Class 52 - Hyd. Leads (ANSI A21.51/AWWA C151)
Water Service 1" Copper Type K (ASTM B88)
A "T" post shall be installed over terminousof service and painted blue.
A "W" will be placed on curb to which a service runs underneath.
Two ties for each service will be required at time of Record Plans.
Public Sanitary Sewer 8" PVC SDR 35, (ASTM: D3034, F477, & F891)
Sanitary Sewer Service 4" PVC SDR 26 (ASTM: D1785, D2665, F794, & F1866)
Storm Sewer RCP 12"-18" Class 5 (ASTM C76)
RCP 21" Class 4 (ASTM C76)
RCP 24"-48" Class 3 (ASTM C76)
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.
Contractor to notify Engineer immediately if there is any discrepancy.
Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer
immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
2.
3.
4.
5.
6.
GENERAL NOTES
UTILITY NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities in accordance with City of Hastings standards.
Connect to city utilities in accordance with City of Hastings standards.
Maintain 7.5 feet of cover on watermain.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation
between joints.
Contact City of Hastings Public WorksDepartment, at 651.480.6185 for flushing and pressure test inspections.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade.
Coordinate with private utilities to provide electric, natural gas, and communications services.
Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in paved
areas.
7.
8.
9.
10.
11.
12.
13.
14.
15.
BLOCK 2
4
3
2 1 2109
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.
3
4
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MH-34RIM: 898.95INV: 882.80
1
6
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C
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FES 1100INV= 879.00CB 1105ARIM: 884.37INV: 880.54CBMH 1105RIM: 884.37INL (NE): 880.46INV: 880.06
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:
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CBMH 1104RIM: 886.04INL (SE): 879.85INV: 879.85 CBMH 1102RIM: 889.72INL (N): 886.82INL (SE): 879.62INV: 879.22 CBMH 1103RIM: 892.14INL (NW): 887.30INL (E): 887.76INV: 887.10 CB 1103ARIM: 892.14INV: 887.87
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142' - 8" PVC
M
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8
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5
3
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155' - 8" PVC
M
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MH-4RIM: 885.52INV: 872.16102' - 8" PVC MH-5RIM: 885.00INV: 872.6774' - 8" PVC MH-6RIM: 885.12INV: 873.07 124' - 8" PVC MH-8RIM: 890.05INV: 874.04 147' - 8" PVC MH-9RIM: 893.51INV: 874.73129' - 8" PVCMH-12RIM: 894.42INV: 875.35 100' - 8" PVCMH-11RIM: 899.03INV: 887.34
253' - 8" PVC
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FES 410INV= 879.00
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:
8
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3
2
STMH 1101RIM: 894.30INL (SW): 879.05INV: 879.05 FES 1103CINV=891.50 FES 900INV= 890.00CB 901ARIM: 897.17INV: 893.17 CBMH 901RIM: 897.40INL (NE): 890.07INL (SE): 893.05INV: 890.07
S
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1
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248' - 8" PVC
166' - 8" PVC
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116' - 24" RCP
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161' - 15" RCP
@ 0.93%
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4
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R
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0
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84' - 15" RCP
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R
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69' - 15" R
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116' - 24" RCP @ 0.18%34' - 18" RCP@ 0.23%117' - 24" RCP @ 0.20%143' - 30" RCP@ 0.12%39' - 30" RCP@ 0.13%114' - 21" RCP@ 0.25%34' - 12" RCP@ 0.32%34' - 12" RCP@ 7.96%42' - 12" RCP@ 0.29%44' - 24" RCP@ 0.16%160' - 24" RCP@ 0.15%
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56' - 12" RCP
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6
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FES 1200INV= 879.00STMH 1201RIM: 882.32INL (E): 879.07INV: 879.07
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46' - 24" R
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103' - 24" RCP
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68' - 18" RCP@ 0.25%44' - 24" RCP@ 0.16%>>>>>>
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