HomeMy WebLinkAboutItem 05TPC3601 Thurston Avenue N, Suite 100
Anoka, MN 55303
Phone: 763.231.5840
Facsimile: 763.427.0520
TPCgPlanningCo.com
MEMORANDUM
TO: Daryl Morey
FROM: Daniel Licht, AICP
DATE: 26 February 2015
RE: Lakeville — SBF Commercial 2nd Addition
TPC FILE: 135.01
BACKGROUND
SBF Development Corporation has submitted plans for SBF Commercial 2nd Addition to
provide for construction of public streets and utilities within the north half of the SBF
development connecting Eagle View Drive to 160th Street (CSAH 46) and 162nd Street
to Eagle View Drive. The subject site is zoned PUD, Planned Unit Development
District as approved by the City Council on 20 June 2005. The submitted plans involve
consideration of a preliminary and final plat and PUD Development Stage Plan, as well
as vacation of existing right-of-way and drainage and utility easements. A public
hearing has been noticed for the Planning Commission meeting on 5 March 2015 to
consider the applications.
Exhibits:
A. Aerial Location Map
B. SBF PUD Master Land Use Plan
C. SBF PUD Master Site Plan
D. SBF Commercial 2nd Addition Title Sheet
E. SBF Commercial 2nd Addition Preliminary Plat (4 pages)
F. Preliminary Erosion & Sediment Control Plan (4 pages)
G. Preliminary Grading & Drainage Plan (4 pages)
H. Preliminary Utility Plan (4 pages)
I. Preliminary Street Plan and Details (6 pages)
J. ROW and Easement Vacation Sketch (2 pages)
K. SBF Commercial 2nd Addition Final Plat (3 pages)
ANALYSIS
SBF Land Use Plan. Land uses within SBF are regulated based upon the SBF Master
Land Use Plan included within the SBF PUD Booklet dated 20 June 2005. No land
uses are shown on the submitted plans. Unless approved by amendment of the
Comprehensive Plan and SBF PUD District, the following land use designations will
apply to the outlots within SBF Commercial 2nd Addition and corresponding land uses
allowed by the PUD District:
Outlot
Comprehensive Plan
SBF Land Use
A
Open Space
Storm water basin
B
Open Space
HOA Irrigation Building
C
L/M Density Residential
Single Family
D
Open Space
Storm water basin
E
Open Space
City Greenway Trail Corridor
F
L/M Density Residential
Med. Density Residential
High Density Residential
Multi -Family
G
Med. Density Residential
High Density Residential
Multi -Family/
Residential Village
H
Open Space
City Greenway Trail Corridor
I
Open Space
Wetland
J
Open Space
City Trails
K
I High Density Residential
Multi -Family
L
Street
HOA maintained center island
M
Office/Residential Transition
Residential Village
N
Office/Residential Transition
Residential Village
O
High Density Residential
Multi -Family
Site Plan Modifications. The site design for the area included in SBF Commercial 2nd
Addition is different than shown on the SBF Master Land Use Plan. The northerly
traffic circle was to be a three legged intersection with a significant water feature
extending south as a visual focal point. The proposed site plan has the traffic circle
functioning as a four-way intersection and the alignment of Eagleview Drive to the south
is shifted west absorbing planned open space, but takes advantage of changes in
topography and the alignment of the roadway to create vistas of open space adjacent to
the roadway and the man-made lake and Brandtjen Farmstead Preservation Area to the
south. The revised layout of Eagleview Drive eliminates a traffic circle that was to be
constructed at the current terminus of the street, which is beneficial from a maintenance
standpoint.
Streets. The Transportation Plan designates Eagleview Drive as a minor collector
street between 160th Street and 170th Street and is designed with a divided section that
complies with MSA standards. A landscape plan for the median must be submitted.
The divided roadway narrows to an undivided street with a 31 foot width inside a 70 foot
right of -way between storm water basins on either side of the roadway just north of the
2
regional greenway corridor. Prior to City Council consideration of the preliminary and
final plat, the plans must be revised to increase the width of this segment of Eagleview
Drive to 36 feet. In addition, Eagleview Drive must be posted as "No Parking". As
noted above, the proposed layout of Eagleview Drive eliminates the planned south
traffic circle and the right-of-way that was previously dedicated must be vacated as part
of the preliminary and final plat applications to allow for the proposed design. The
section of 162nd Street between Elmhurst Lane and Eagleview Drive will be a 44 foot
wide street within an 80 foot right-of-way consistent with the design for 162nd Street
approved with SBF Commercial 16t Addition. The roadway divides with a center
median approaching the traffic circle intersection with Eagleview Drive. All streets are
subject to review and approval of the City Engineer.
Sidewalks. Sidewalks are provided on both sides of public streets. The sidewalk on
the north side of 162nd Street adjacent to the future commercial development is eight
feet wide and the sidewalk on the south side of the street adjacent to the future
residential development is five feet wide consistent with the approvals for SBF
Commercial 1St Addition. The sidewalks on Eagleview Drive between 160th Street
(CSAH 46) and 162nd Street are shown as five feet wide and must be increased to eight
feet wide consistent with the requirements for sidewalks in commercial areas. South
of 162nd Street, the sidewalks adjacent to Eagleview Drive are five feet wide appropriate
for the planned residential use abutting this section of roadway.
Park Dedication. The submitted plans provide for the open space connection from
East Community Park to Eagleview Drive, a box culvert crossing to be funded by
Dakota County under Eagleview Drive and a trail connection back to the east side of
Eagleview Drive. Outlots E, H and J are to be deeded to the City for public trail
purposes. Additional park dedication, either as land or a cash fee in lieu of land, will be
required with the final plats of the future development outlots within SBF Commercial 2nd
Addition.
Grading Plan. The applicant has submitted grading plans for the proposed SBF
Commercial 2nd Addition. Outlots A, D and I encompass storm water basins and are to
be deeded to the City. The grading, drainage and erosion control plans are subject to
review and approval by the City Engineer.
Utility Plan. The applicant has submitted plans for extension of public utilities with the
street construction within the proposed SBF Commercial 2nd Addition. These plans are
subject to review and approval by the City Engineer.
Easements. The preliminary plat illustrates 10 foot wide drainage and utility easements
adjacent to the public right-of-way for Eagleview Drive and 162n Street as required by
Section 10-4-4 of the Subdivision Ordinance. All easements are subject to review and
approval by the City Engineer.
Development Contract. The developer is required to enter into a development
contract with the City for the public and private improvements, payment of applicable
fees and posting of required securities. The development agreement will be drafted by
the City Attorney and the developer is required to execute the development agreement
prior to City Council approval of the final plat.
CONCLUSION
The submitted plans for SBF Commercial 2nd Addition involves only construction of
street and utility infrastructure and trails that will provide for a continuation of
development within Spirit of Brandtjen Farm in the area where gravel mining activities
have ceased. City staff and our office recommend approval of the applications subject
to the following conditions:
Unless approved by amendment of the Comprehensive Plan and SBF PUD
District, the following land use designations will apply to the outlots within SBF
Commercial 2nd Addition and corresponding land uses allowed by the PUD
District:
Outlot
Comprehensive Plan
SBF Land Use
B
Open Space
HOA Irrigation Building
C
L/M Density Residential
Single Family
F
L/M Density Residential
Med. Density Residential
Hi h Density Residential
Multi -Family
G
Med. Density Residential
High Density Residential
Multi -Family/
Residential Village
K
High Density Residential
Multi -Family
L
Street
HOA maintained center island
M
Office/Residential Transition
Residential Village
N
Office/Residential Transition
Residential Village
O
High Density Residential
Multi -Family
2. The developer shall submit a landscape plan and cost estimate for the Eagleview
Drive medians.
3. The sidewalks adjacent to Eagleview Drive from 160th Street to 162nd Street
(including the north half of the traffic circle) shall be revised to be eight feet wide.
4. Outlots E, H and J shall be deeded to the City for trail purposes.
5. Outlots A, D and I shall be deeded to the City for storm water management
purposes.
6. Prior to City Council consideration of the preliminary and final plat, the plans
must be revised to increase the width of the undivided segment of Eagleview
Drive to 36 feet. Eagleview Drive must be posted as "No Parking".
El
7. All street sections and construction plans are subject to review and approval of
the City Engineer.
8. All grading, drainage and erosion control plans are subject to review and
approval of the City Engineer.
9. All utility plans are subject to review and approval of the City Engineer.
10. The proposed right-of-way and drainage and utility easement vacation shall be
subject to approval of the SBF Commercial 2"d Addition final plat.
11. The developer is required to execute a development agreement with the City
prior to City Council approval of the final plat.
C. Justin Miller, City Administrator
Brett Altergott, Parks and Recreation Director
Zach Johnson, City Engineer
Alex Jordan, Assistant City Engineer
Roger Knutson, City Attorney
oil
piri of Br ntjen Fa
im'PrIfintO nd Addi'
.t
f OT La Kev
lierial Mae
:!■IA
SPIRIT of BRANDTIEN FARM
` MDixp tiara AIlmWAIOOATT'v 1�
TRAI)MON planned Unit Development
�-- Master Land Use Plan: site
68M Franca Ave. S., Suite 178
Spirit of Brandtjen Fann North: TOTALAPPROVED HON IES: 1400
TOTAL.4PPROVE-D COI\ -LT\ 1'L SPACE: 100,000 S.F
Low -Medium Density 26.22 AC
MediumDensity 56.78AC
MASTER
High 57.51 AC
LAND
j Residential Village Center 2833 AC
AN ® USE E wed -Use 40:75 AC
L
209.59AC (Alin. DevelopmentArea)
SITE ° LA i V.
Spirit of Brandtjen Farm: Park, Openspace, Sidewalk & Trail System Overview
Sprint of Brandtjen Farm South
TOTALAPPROVED HOMES: 709
Spirit ®f
46:82A.0
TOTAL APPROVED CON /FVI'L SPACE- 50,000 S.F.
Brandtjen
Low Density
86.40 AC
Farm
Low-MediumDensity
35.89AC
®CRO.A. CONiMONAREA (FamrsteadArea Only)
Medium Density
33.40AC
P.U.D.
E ighansity
834AC
® Farmstead & Preservation
-TW J—taw 'L" 'Ji 1".. •.. re..^� t1
s aq{,Mrol"'
'" a8e d.,tI^BI,a
Area
4.44AC
16 ubr «any do F6v da N o L .
'
70.351C°
.D.,'Y. JI°r c°FFMA a9haur p.ini°mn Iro.
.nofiY 14:
PP&D•DDI w aic .
Uurud P o{.°,i J L°n° pa Ae6t.eo! mid i6c
In. of the 6uu of Mm°m..
25.87A.C.
p /'
I" 47 Al.. (Mlll n rat Al q)
tio-
N— M- N—
Du°: Do..r w6T
# SPMH of BRANDTJENT FARM P.U.D. TOTAL HOMES: 2109
# These totals may be increased by the City to facilitate incorporation of; additional life cycle housing, into
the S.B.F. P.U.D., consistent with City goals and objectives as stated in City Comp. Plan. Added lands can
be admitted to the P.U.D. by applicant
L 6.177 ACVAS 6 O."AC,
Cal r.C= ; P�SV�NiTi11l T'xsw+lrnw. n�*eri-+
t:,i7hC1Mr>t � -
- Alii.lW DOiRT
raw FTM 90.79 Aad. 6-6 D.tlJAC.
.a...4 .. P.1%k— ,
t..i,
,v.9+A.
3&71A[3 aAt. 4"i .,
Tumor
POO PAINNE
_ r L� ivas
'91t tl�ae.tLIAC:
i .OFA!
LOvt4 C1400MY
POND ReTJ �36.72AC.360AJAC. `� ^ w,,.••
99 Ars' ,•.� +.�w•asa.. 4
TWAT F1
PARK a TRASLwwv V
AJWY
PAM -
At—
Z0,29 ACI!p. A6D.,J./AG
4J4A6
fiT ADDTTIOIV
Ott /`J
A!i1tEtTRANhYAYM ta+wC
o ht
a.73,u*nt.�
LOW DAY PANOW ,
due�i TRA&WAYn •Aw 60-6E AC.Ef.OS D.eJA6 ,, 3a-�IQ.�r.+.Es.+Cs6 n.. u.
--p,p PHAGE I �. rY
2ND AODITtOH
LOW DFN&rTY Ht�OFi 0041nrr
ZS.6/ACIW.03T7.Y/AC. """"""TTT - 93A
.awe powt
9 a`ffi _ti a.c-x '" PviT!!uwwr if
lr1.91l1l� OiNOTY RVOOC "A6
,
” PrAmn . USE&:
.
V10580 E.
EXHIBIT B
Spirit of Brandtjen Farm: Park, Openspace, Sidewalk & Trail System Overview
TOTAL A.0
DFSI(.E�
PUBLIC PARKS [TOTAL 73.74] (IN S.B.F)'
46:82A.0
4LIFCKFD
UKAWN
TRANSMITTED :05/26/05
OPENSPACE!TRAILCORRIDOR
13.44A.C.
®CRO.A. CONiMONAREA (FamrsteadArea Only)
6.13 A.C.
H.O.A. COMMONAREA(CentmiOpenspacein2nd Add'n)
3.%A:C.
0 2605 PUTMAN PLANNING & DESIGN
-TW J—taw 'L" 'Ji 1".. •.. re..^� t1
s aq{,Mrol"'
'" a8e d.,tI^BI,a
Ile
.... w„„f"1;.' Qw°c�°�w °"°� "Y °^"�
Phase 1: Lst & 2ndAdd'n SUBTOTALFARKS & OPENSPACE
70.351C°
.D.,'Y. JI°r c°FFMA a9haur p.ini°mn Iro.
.nofiY 14:
PP&D•DDI w aic .
�EASfLAIiE [1'UTAL:45.21A.C.] (1NS.B.F);
25.87A.C.
in1F
�CNFILTR�TION
20.03A.C.
(Created/H.O.A. `Fater Features)
NationallirbaiiRuuotYMoWaituNIiRPPONIDING
1778A.0
SLWMT.AL �VHER: [80.77 AC] (IN S.13Y);
63,73 A.C.
S.&E TOTAL PARKS, OPENSPACE & WATER ...........................».
1M.081C
# These totals may be increased by the City to facilitate incorporation of; additional life cycle housing, into
the S.B.F. P.U.D., consistent with City goals and objectives as stated in City Comp. Plan. Added lands can
be admitted to the P.U.D. by applicant
L 6.177 ACVAS 6 O."AC,
Cal r.C= ; P�SV�NiTi11l T'xsw+lrnw. n�*eri-+
t:,i7hC1Mr>t � -
- Alii.lW DOiRT
raw FTM 90.79 Aad. 6-6 D.tlJAC.
.a...4 .. P.1%k— ,
t..i,
,v.9+A.
3&71A[3 aAt. 4"i .,
Tumor
POO PAINNE
_ r L� ivas
'91t tl�ae.tLIAC:
i .OFA!
LOvt4 C1400MY
POND ReTJ �36.72AC.360AJAC. `� ^ w,,.••
99 Ars' ,•.� +.�w•asa.. 4
TWAT F1
PARK a TRASLwwv V
AJWY
PAM -
At—
Z0,29 ACI!p. A6D.,J./AG
4J4A6
fiT ADDTTIOIV
Ott /`J
A!i1tEtTRANhYAYM ta+wC
o ht
a.73,u*nt.�
LOW DAY PANOW ,
due�i TRA&WAYn •Aw 60-6E AC.Ef.OS D.eJA6 ,, 3a-�IQ.�r.+.Es.+Cs6 n.. u.
--p,p PHAGE I �. rY
2ND AODITtOH
LOW DFN&rTY Ht�OFi 0041nrr
ZS.6/ACIW.03T7.Y/AC. """"""TTT - 93A
.awe powt
9 a`ffi _ti a.c-x '" PviT!!uwwr if
lr1.91l1l� OiNOTY RVOOC "A6
,
” PrAmn . USE&:
.
V10580 E.
EXHIBIT B
'I� oBP\ANDTJEN FARM"""'_
IMJXED'u Dldnned Unit Develo ment OFFIY C040Y[RCIALf
R[Tn �]
SAMPLE MASTER SITE PLAN a P,lw
with Land Uses Overlay:
1st Phase Preliminary Plat
Within Master Overall Example Site Plan XXXII, 4DISAW oil
2nd Add'n. Concept Sketch Plan
t & Concept City Park Plan 4 a�
Tr11.ILw y_ �, 1-I
TOTAL, PHASE I,1st & 2ndADDTTIONS: 224
Please I Areas:
PRASE I
'
i
Home%te Data. by Land Use Type
1073AC.
Phase I FirstAddition:
40.6 AC
Cottage Homes
21
Traditional Homes
69
Estate Homes
Al
Total Please l FmtAddition Homes
133
Phase I Second Addition:
1.6AC
Cottage Homes
23 y
Traditional Homes
13
Estate Homes
3
Subtotal, S.F.D. Homes
39
,SLFA 234Home Row To« io ,es
- 2
Total Phase I Second Addition Homes
-
91
TOTAL, PHASE I,1st & 2ndADDTTIONS: 224
Please I Areas:
F'nstAddition:
T�
SiteArea(WiithputWmk-ler/SecandAdditiorl)
1073AC.
Residential Lots
40.6 AC
Baan Lot Block 11, Lot 1)
1.7AC
Machine Shed Lot (Block 11, Lot 2)
0.2 AC
Existing House Lot (Block 1, Lot 9)
0,7AC
Horse Stable Lot (Block 11, Lot 3)
0.9 AC
Horse Track Lot Block 11, Lot 1)
1.6AC
Private Roads (OudotL)
2.OAC
Public Roads
20.6 AC
Open Space (Oudots A - R & T)
39.2AC
FutureArea (Oudot S)
89.6AC
SecondAddatson:
SiteArea
39.4AC.
Explaination of First Phase Impacts («th adding of Vtrmldcri2ndAddition SiteArea):
Impacted area of 2nd Addition includes all of Haase I, 2nd Addition mud portions of
Phase 1, lstAddition.
k
i
ExcitmoR
6
XISTING MlDJbr DENSITY RES.OeNTIAL
la
i'
k
J [ ermiltcv3 Ugec:�I%�F rJ•a
D rcare.��acr
MULTI-FAMILY
41
r RESILE VILLAGE Ir6.,L.wuuw �l l
AlFI ti uku. , cdi,90.i1Y r
[T• lY . J+. MltllL 1LL L
✓ 1
,j5. a
► 4111 111"'`
'w.O. 'mewls K
WfYkF.ok.
.Z.i
N
PAAZE h-"
� ter A.ADi�N
1 �
1611Lyw !II �
,+. MULTI -FAMILY
'GIMEIs 111 - f _ t47
i. i
i SItVGIE*FA by y
1p
s
SINGLE-FAMILY
DETACHE
I< s Tt 'wnY I TO
it ED DENSITY
TOWNHOMES
� �• .. awrlSw µ(
IMK11
1468:'e
& Nursing HanTes, Restaurants, Pet. Clinics
A
.'.dM-M6%I�fA ■■■
0
.``;. TRADITION
1—�
t/e4iltc-�,y%-�
11. '' i. 68W F&
nec Ave. S., suite 178
., a.e S
k IF kk(kirafl rIFK'
a
o
SAMPLE
MASTER SITE
PLAN with
Land Uses Overlay:
..J-- 1st Phase Prelimi-
nary Plat Within
y Master Overall
Example Site Plan
XXXII, 2nd Add' n.
'Concept Sketch Plan
j 3 & Concept City Park
Plan 4
1 e.,.y e<.IIN Ik.. a. �.. ..�.wa � 0 4•
G I..,.I a. 5—.IMw,nr..
_ 0.m:-.w:ue: u16J
1)FS!CsF7
CIIFCKFD
DRAWN
-t ♦ TRANSHITTto :05/26/05
® 2005 POTAIAN PLANNING & DES10N
• enr.nurce � yu eaa IF: dem. ¢[
°. '.
e 'a " k uW::da
t- ) PP4DDDIwcmlmw"
I f ,
9
I
T�
•
a
:.
PHAZE I
y/
f
Al
S1hiaLE-FAET]MSLY
DETACH
Y.eSEM 111
�I
4
- GLE-FwNl[ Y
y
ETACH
7
k5
& Nursing HanTes, Restaurants, Pet. Clinics
A
.'.dM-M6%I�fA ■■■
0
.``;. TRADITION
1—�
t/e4iltc-�,y%-�
11. '' i. 68W F&
nec Ave. S., suite 178
., a.e S
k IF kk(kirafl rIFK'
a
o
SAMPLE
MASTER SITE
PLAN with
Land Uses Overlay:
..J-- 1st Phase Prelimi-
nary Plat Within
y Master Overall
Example Site Plan
XXXII, 2nd Add' n.
'Concept Sketch Plan
j 3 & Concept City Park
Plan 4
1 e.,.y e<.IIN Ik.. a. �.. ..�.wa � 0 4•
G I..,.I a. 5—.IMw,nr..
_ 0.m:-.w:ue: u16J
1)FS!CsF7
CIIFCKFD
DRAWN
-t ♦ TRANSHITTto :05/26/05
® 2005 POTAIAN PLANNING & DES10N
• enr.nurce � yu eaa IF: dem. ¢[
°. '.
e 'a " k uW::da
t- ) PP4DDDIwcmlmw"
I f ,
9
I
T�
•
a
SPIRIT OF BRANDTJEN FARM COMMERCIAL 2ND ADDITION
ibUy N W
{
4
M'MLN
3
3 " �
s
s t
�� 11
LOCATION MAP
NOT TO SCALE
BENCHMARK
TOP NUT HYDRANT AT NORTHWEST QUADRANT OF
DODD & PILOT KNOB.
ELEVATION = 953.61 FEET
TOP NUT HYDRANT AT SOUTHWEST QUADRANT OF
165TH STREET & PILOT KNOB.
ELEVATION = 931.27 FEET
PROJECT COORDINATES
N 44° 42' 42"
W 93° 10' 06'
E DRAINAGE AND U77LITY EASEMENTS
ARE SHOWN THUS.•
n
N
I
z BEING 10 FEET IN WIDTH, UNLESS
j OTHERWISE INDICATED, ADJOINING
D RIGHT OF WAY LINES, AS SHOWN
v ON THE PLAT.
D
SCALE IN FEET
x 0 :200 400 600
y 1 inch = 200 feet
GOPHER STATE ONE CALL
CALL 48 HOURS BEFORE YOU DIG!
TWIN CITY AREA 651-454-0022
MN. TOLL FREE 1-800-252-1156
LAKEVILLE, MINNESOTA
PRELIMINARY PLAT EXHIBITS
FOR
SBF DEVELOPMENT CORPORATION
16972 BRANDTJEN FARM DRIVE, LAKEVILLE, MN 55044
PHONE: (952) 322-8704 FAX: (952)-322-8705
--- ---- ---------------------
7
- ---
----- - -- - -- -
OUTLOT M
OUTLOT N
L
OUTLOT K t
l_ l
-�, OUTLOT G
OUTLOT 0
-------------
I 1
I
I
I
I
I
II
I
I
I
I
1
I
K—
I - p
I �
r
I
I
OUTLOT I
H
I � I i1
I I,,I
i 'f
< ,
l
\ \:^
INDEX
TITLE SHEET 1.1
PRELIMINARY PLAT 1.2 - 1.5
PRELIMINARY EROSION & SEDIMENT CONTROL PLAN 2.1 - 2.4
EROSION & SEDIMENT CONTROL DETAILS 2.5 - 2.6
PRELIMINARY GRADING & DRAINAGE PLAN 3.1 - 3.4
PRELIMINARY UTILITY PLAN 4.1 - 4.4
PRELIMINARY STREET PLAN 5.1 - 5.4
DETAILS 6.1 - 6.3
LEGEND
EXISTING WATERMAIN
c B
EXISTING SANITARY SEWER
<.
EXISTING STORM SEWER
x
EXISTING TELEPHONE PEDESTAL
EXISTING TELEVISION PEDESTAL
—a.owo—�wP—moo—
EXISTING OVERHEAD POWER LINE
EXISTING ASPHALT SURFACE
I
J
EXISTING GRAVEL SURFACE
PROJECT CONTACTS
EXISTING CONCRETE SURFACE
EXISTING WETLAND AREA
B
EXISTING SOIL BORING LOCATION
O EXISTING TREE LINE/TREES
-..-- -
___= EXISTING CURB
✓
EXISTING RETAINING WALL
_.-
EXISTING CONTOUR
1000
PROPOSED CONTOUR
-
PROPOSED CURB
—,
- PROPOSED STORM SEWER
NPDES OFFICER:
GENERAL CONTRACTOR REPRESENTATIVE:
ENEBAK CONSTRUCTION COMPANY (612)-333-1307 (0)
—�
i— PROPOSED WATERMAIN
�•--�—
PROPOSED SANITARY SEWER
PROPOSED CONCRETE SURFACE
PROPOSED ASPHALT SURFACE
PROPOSED MnDOT CATEGORY 3 EROSION
CONTROL BLANKET
PROPOSED SILT FENCE
PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE
I
PROPOSED WIMCO
—�w— —�—�.—
PROPOSED IRRIGATION MAU Qjvleb
FEB 252015
Or L 1
QT r
CITY
Ill
PROJECT CONTACTS
I-AXV 'VISP-890-6044
-
PROJECT ENGINEER:
RICK OSBERG, P.E. - JAMES R. HILL, INC. (0)
(6127-437-7690 (M)
✓
I •QUTLOT 9:'
DEVELOPER:
JACOB FICK-SBF DEVELOPMENT CORPORATION (952)-322-8704 (D)
"� `...
CITY ENGINEER:
ZACH JOHNSON, P.E.- CITY ENGINEER (952)-985-4501 (0)
JUDY MADER - MPCA (651)-757-2544 (0)
•.-OLXTLOT A•, ''.
NPDES OFFICER:
GENERAL CONTRACTOR REPRESENTATIVE:
ENEBAK CONSTRUCTION COMPANY (612)-333-1307 (0)
EXHIBIT D
PROPERTY DESCRTPTION
Cad., F, SPIRIT OF BRANDTJEN FARM COMMERCIAL IST ADDITION, according to the recorded
plat 11-c.f. Dakota County. Minnesota.
And
Outlot EE, SPIRIT OF BRANDTIEN, accurding to the recorded plat thereof Dakota Courtly, Minnesota.
And
Oudot B, DIAMONTE AT SPIRIT OF BRANDTJEN, accrrding In the recorded plat thereof, Dakota
County, Minnesota.
And
Oudot A.4, SPIRIT OF BRANDTJEN, according to the rccurded plat thcreof, Dakota Con—, Minnesota.
And
Outlol GG. SPIRIT OF BRANDTJEN, according to the recorded plat (hereof, Dakota County. Minnesota.
And
Oudot TT, SPIRIT OF BRANDTJEN, according to the rccurded plat thereof, Dakota County.. Minnesota.
And
Oudot C, SPIRIT OF BRANDTIEN 6TH ADDITION, according to the rccordcd plat thereof. Dakota
County, Minnesota,
And
That part of 'he vac:ued Eagleriew Drive, as dedicated per plat of SPIRIT OF BRANDTIEN, according to
the rccurded plat thereof, Dakota County. Minnesota, lying northeasterly of the following described ban
and its northwesterly and southeasterly extensions:
Beginning at the must easterly corner of Lot 1, Block 12, said SPIRIT OF BRANDTJEN: (hence
southeas-13 to the most northerly comer of Lot 1, Black 4, SPIRIT OF BRANDTJEN STH
ADDITION, according to the recorded plat thereof. Dakota County. Minneso a and said line there
terminating.
SCALE IN FEET
0 200 400 600
DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:
- ------------�---
BEING 10 FEET IN WIDTH, UNLESS
OTHERWISE INDICATED, ADJOINING
RIGHT OF WAY LINES, AS SHOWN
ON THE PLAT.
1hereby certify that this surrey, plan o[ report was prepared by — or under my direct supervision and that
1 :un a duly licensed Nall .vional Land Surveyor under the lawn: of the State of Minne,:nta.
Signed Mth,lol,,,2111�O!For: lamesR, Hill, Inc.By:`���'�"'
Harold C. Peterson. Load Surv'ey'or, MN License No. 12294
NOTES
THIS SURVEY HAS BEEN PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT OR
TITLE OPINION. A TITLE SEARCH FOR RECORDED OR UNRECORDED EASEMENTS W-11ICH
MAY BENEFIT OR ENCUMBER THIS PROPERTY ILAS NOT BEEN COMPLETED BY THE
SURVEYOR.
CURRANT PROPERTY OWNERS
COBBLESTONE LAKE, LLC (OWNER OF OLI7LOT F. SBF COMMERCIAL 1ST)
16972 BRANDTIEN FARM DRIVE (OWNER OF OUTL07' AA & BE, SBF)
LAKEVILLE. MN 55D44 (OWNER OF OUTLOT B, DIAMONTE AT SBF)
SBF DEVELOPMENT CORP (OWNER OF OUTLOT GO, SBF)
16972 BRANDTJEN FARM DRIVE
LAKEVILLE, MN 55044
CITY OF LAKEVILLE (OWNER OF OUTLOT17, SBF)
2!1195 HOLYOKE AVENUE OWNER OWNER OF OUTLOT C, 513F 6TH)
LAKEVILLE. MN 55044
(OWNER OF OUTLOTS CC & DD)
(r��J
GG
OUTLOT F
SEE SHEET 1.4
ATH:G
r:TE
/ f
F_
`C
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CL,T',.CT B
? SEE SHEET 1.3
OUTLOT I
DRIVE
I
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/f
OUTLOT A
C), r /'
MREE „ESTI I (r I—I—DRAGC dETTE
— — — — I , - I I^• J
STREET
BEARINGS ARE BASED ON THE NORTH LINE OF OUTLOT B,
DIAMONTE AT SPIRIT OF BRANDTJEN FARM WHICH IS
ASSUMED TO HAVE A BEARING OF N89°41'45"W.
SPIRIT OF BRANDTJEN FARMS P.U.D.
DEVELOPMENT STANDARDS — COMMERCAIL
ZONING P.U.D.
# OF OUTLOTS 15 OUTLOTS
GROSS 157.98 ACRES
R.O.W. 9.77 ACRES
—(ADDITION COUNTY ROAD) —(0.11 ACRES)
—(DEVELOPMENT ROADS) —(9.66 ACRES)
OUTLOT 148.21 ACRES
TOTAL 157.98 ACRES
EXHIBIT E
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OUTLOT K
ID LJ C}
c'162ND
N!O
STREET
\ \ SEE
SHEET 1.5
Lit
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`\ \
}
OUTLOT NOUTLOT
0CUT LOT
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CL,T',.CT B
? SEE SHEET 1.3
OUTLOT I
DRIVE
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/f
OUTLOT A
C), r /'
MREE „ESTI I (r I—I—DRAGC dETTE
— — — — I , - I I^• J
STREET
BEARINGS ARE BASED ON THE NORTH LINE OF OUTLOT B,
DIAMONTE AT SPIRIT OF BRANDTJEN FARM WHICH IS
ASSUMED TO HAVE A BEARING OF N89°41'45"W.
SPIRIT OF BRANDTJEN FARMS P.U.D.
DEVELOPMENT STANDARDS — COMMERCAIL
ZONING P.U.D.
# OF OUTLOTS 15 OUTLOTS
GROSS 157.98 ACRES
R.O.W. 9.77 ACRES
—(ADDITION COUNTY ROAD) —(0.11 ACRES)
—(DEVELOPMENT ROADS) —(9.66 ACRES)
OUTLOT 148.21 ACRES
TOTAL 157.98 ACRES
EXHIBIT E
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DATA
A I rl
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/ L_rit1 LL_ V I L_ v V UI\I
/ N7O.9
/ nl ITI nT A /
/ �=2
T131.02
/ '137.2115 "1 N00`47'30"W
I D'Rn380.00 '
'-MATCH LINE A --
(SEE SHEET 3 OF 4 SHEETS)
Irl ---_ I_
TI Z 111 SJ
I
p.02°315
5p0"
R=1p14 L7
_ 65 12°39' 45 '
n
-MOST NORTHERLY CORNER OF LOT 1, BLOCK 4,
SPIRIT OF BRANDTJEN FARM BTH ADDITION
—Aa— DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER
THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE
DENOTES 1/2 INCH MONUMENT FOUND
MARKED WITH LIC. NO. 12294
BEARINGS AREBASED ON THE NORTH LINE OF OUTLOT B.
DIAMONTE AT SPIRIT OF BRANDTJEN FARM WHICH IS
ASSUMED TO HAVE A BEARING OF N89'41'45"W.
NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE
REQUIRED LOCATION INDICATES A PLAT MONUMENT
THAT WILL BE SET WITHIN ONE YEAR FROM THE
RECORDING DATE OF THIS PLAT, SAID MONUMENTS
SHALL BE 1/2 INCH x 14 INCH GALVANIZED IRON
PIPES MARKED BY R.L.S. NO. 12294.
DRAINAGE AND UALITY EASEMENTS
ARE SHOWN THUS,
BEING 10 FEET IN WIDTH, UNLESS
OTHERWISE INDICATED, ADJOINING
RIGHT OF WAY LINES, AS SHOWN
ON THE PLAT.
SCALE IN FEET
0 100 200 300
TnMiiiiia
=- ��119.03
S35°02108W / J=
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C�
�-,114.16
S86°1324"W �C
/ S 576'4 r J
5.84. W
39-38
^4 35.78--z:-, /
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380.74 N04 45'04"W
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/ �=2
T131.02
/ '137.2115 "1 N00`47'30"W
I D'Rn380.00 '
'-MATCH LINE A --
(SEE SHEET 3 OF 4 SHEETS)
Irl ---_ I_
TI Z 111 SJ
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p.02°315
5p0"
R=1p14 L7
_ 65 12°39' 45 '
n
-MOST NORTHERLY CORNER OF LOT 1, BLOCK 4,
SPIRIT OF BRANDTJEN FARM BTH ADDITION
—Aa— DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER
THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE
DENOTES 1/2 INCH MONUMENT FOUND
MARKED WITH LIC. NO. 12294
BEARINGS AREBASED ON THE NORTH LINE OF OUTLOT B.
DIAMONTE AT SPIRIT OF BRANDTJEN FARM WHICH IS
ASSUMED TO HAVE A BEARING OF N89'41'45"W.
NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE
REQUIRED LOCATION INDICATES A PLAT MONUMENT
THAT WILL BE SET WITHIN ONE YEAR FROM THE
RECORDING DATE OF THIS PLAT, SAID MONUMENTS
SHALL BE 1/2 INCH x 14 INCH GALVANIZED IRON
PIPES MARKED BY R.L.S. NO. 12294.
DRAINAGE AND UALITY EASEMENTS
ARE SHOWN THUS,
BEING 10 FEET IN WIDTH, UNLESS
OTHERWISE INDICATED, ADJOINING
RIGHT OF WAY LINES, AS SHOWN
ON THE PLAT.
SCALE IN FEET
0 100 200 300
TnMiiiiia
=- ��119.03
S35°02108W / J=
1 -- S11'16 3-W c\
C�
�-,114.16
S86°1324"W �C
/ S 576'4 r J
5.84. W
39-38
^4 35.78--z:-, /
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380.74 N04 45'04"W
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1306.68
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\ �. OUTLOT F
\9sFo� 1581045 S.F.
giF.r 35.296 ACRES
3
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25
276.41 -
\ 1302.53 NDD°21'36"W /
-MATCH LINE B --'/
(SEE SHEET 4 OF 4 SHEETS)
-46— DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER
THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE
0 DENOTES 1/2 INCH MONUMENT FOUND
MARKED WITH LIC. NO. 12294
BEARINGS ARE BASED ON THE NORTH LINE OF OUTLOT B.
DIAMONTE AT SPIRIT OF BRANDTJEN FARM WHICH IS
ASSUMED TO HAVE A BEARING OF N89'41'45"W.
NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE
REQUIRED LOCATION INDICATES A PLAT MONUMENT
THAT WILL BE SET WITHIN ONE YEAR FROM THE
RECORDING DATE OF THIS PLAT. SAID MONUMENTS
SHALL BE 1/2 INCH x 14 INCH GALVANIZED IRON
PIPES MARKED BY R.L.S. NO. 12294.
DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS. -
BEING 10 FEET IN WIDTH, UNLESS
OTHERWISE INDICATED, ADJOINING
RIGHT OF WAY LINES, AS SHOWN
ON THE PLAT.
SCALE IN FEET
0 To(] 200 300
A-
I
I`
!
! / A\~,
CYC/ 118344 S.F.
Ili^A/ 2.717 S.F. FO
/VLT/r
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266.03
N05°0916" W
0p�
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---------MOST NORTHERLY CORNER OF
\ LOT 1, BLOCK 4, SPIRIT OF
RRANDTJEN FARM BTry ADDITION
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DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:
BEING 10 FEET IN WIDTH, UNLESS
OTHERWISE INDICATED, ADJOINING
RIGHT OF WAY LINES, AS SHOWN
ON THE PLAT.
96.02 --16
2862.106
111
3
SCALE IN FEET
0 _ 100 200 300 04
N
0I
00
Z
103.70 t"`Op
0 o
X35
JS^ y0/ ��S�QS •M •4aS3 qhs. r ?;.+' 2• s. a�+{�eamu` S01'50'48 Do 'W
so Do
a'J6?2s,e\� °P,'' )J2.•e q`/VF `1 �isJ.=O F ''1 �`L 40.00 W0.00
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5,115 ACRES
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- 163.40 15'
R_649.29 `` SJR ` %M�.��
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65
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`' h
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261.07 A=49°51
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-
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78'1J'ly°,2.7 'ao n
a2y:4s?:
250 30.50_ _.
_
C9R0�N49bJ 34 fZR -,a,8
hyo N° �" 00 9� I
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/Y06 34.79 'Szso! `I f 1
45'21"W
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R=550.00
OUTLOT M
N. of \ mN
-- II
222815 S.F.
__
40
5,115 ACRES
56.33="
OUTLOT N
526826 S.F.
12.094 ACRES
1\
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(SEE SHEET 3 OF 4 SHEETS) �\ rte' - 1r1� Z
53
/ 1302.53 S00°21'36°E _ 251.69 -- C D c - LLJ I
1- 91.09 58.D7 \ o
0=10.17'46- / y ZI =liw m
_ \ R=4650006 f v o h ory .0 - ? '
\ C� 1 V d=oa•3s'n" -� . h ,`o X/� �eN H a 3 11= 11� L _J chi m
R=500.00 -'it. 3 ./\ �r< 1[l J Z
-SI'nrO �N ��nL.I� /`c
` 1./°vimCE
, 2 400
o O Z
OUTLOT G
659034 S.F. ?,� / p
15.129 ACRES
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R_649.29 `` SJR ` %M�.��
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OUTLOT I
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`31
R=300.00 3�
/
---- --33'20
al/° 537°55'29"E
168099 S.F.
3.859 ACRES
3 1
`' h
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261.07 A=49°51
N�
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Tp=i3"23°7" 235909 S.F. ' 5.416 ACRES
0 11
0°�6o',1°L�
\ p��iN.�j50 X8227
,
362.69
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OUTLOT 0
726137 S.F.
16.670 ACRES
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=79.41
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----12356
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N14'43"E
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CO°PN A° 1T
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-AA- DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER
THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE
• DENOTES 1/2 INCH MONUMENT FOUND
MARKED WITH LIC. NC. 12294
BEARINGS ARE BASED ON THE NORTH LINE OF OUTLOT B,
DIAMONTE AT SPIRIT OF BRANDTJEN FARM WHICH IS
ASSUMED TO HAVE A BEARING OF N89°41'45"W.
NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE
REQUIRED LOCATION INDICATES A PLAT MONUMENT
THAT WILL BE SET WITHIN ONE YEAR FROM THE
RECORDING DATE OF THIS PLAT. SAID MONUMENTS
SHALL BE 1/2 INCHx 14 INCH GALVANIZED IRON
PIPES MARKED BY R.L.S. NO. 12294.
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SCALE IN FEET
4
0 50 100 150
-
1 inch = 50 feet
z
0
-
0
BENCHMARK
�
TOP NUT HYDRANT AT NORTHWEST QUADRANT OF
a
E
DODD & PILOT KNOB.
N
ELEVATION = 953.61 FEET
u�
TOP NUT HYDRANT AT SOUTHWEST QUADRANT OF
j
165TH STREET & PILOT KNOB.
N
ELEVATION = 931.27 FEET
OUTLOT iA
OUTLOT N
OUTLOT L
EXHIBIT F
W
cn OUTLOT K
_ ..
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� SCALE IN FEET
0 50 100 150
1 inch = 50 feet
z
'a BENCHMARK
z TOP NUT HYDRANT AT NORTHWEST QUADRANT OF
w DODD & PILOTKNOB.
ELEVATION = 953.61 FEET
a TOP NUT HYDRANT AT SOUTHWEST QUADRANT OF
0 165TH STREET & PILOT KNOB.
ELEVATION 931.27 FEET
a`
0
n
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12/17/14 CITY COMMENTS
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-
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02/19/15 CITY COMMENTS
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02 23 15 REV. SIDEWALK
TOP NUT HYDRANT AT NORTHWEST QUADRANT OF-
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BENCHMARK
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DODD & PILOT KNOB.
ELEVATION = 953.61 FEET
TOP NUT HYDRANT AT SOUTHWEST QUADRANT OF
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4
TOP NUT HYDRANT AT SOUTHWEST QUADRANT OF 94694794A - -- - -� 920
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0 50 '150
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___-_______ L/ii--------- ------------------_------ _____�_______-_-___________ _
E%. 12"RCP E%. 12" RCP
--
160TH STREET WEST E%. 12' RCP
-----------
I1 ---------------------
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E%. 12' RCP E%. 12' RCP
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RE 931.28
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INV 18" 926.30 W
INV 10' 926.30 E
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53'-15' RCP CL5 01.13%I O
CBYH 714
INV 15' 929.10 SE
RE 93880 RE 935.46 /
INV 916.15 SE
INV 916.15S
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INV 916.15 NW /
OUTLOT M 70'-8' PVC SDR 35 OO
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INV 876.43
/
/
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1
1
1
1
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CBMH 726 1
IN 15' 926.93 W
INV 15. 826.85 E /
RE 933.67 1
24'-15" RLP CL5 O 1.26%/
CBUH 737
INV 15' 927.25 E
INV 15' 927.23 NW 1
INV 15' 927.50 SW
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RE 933.93
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INV 12 927.00 W
INV 15' 929.70 NE
INV 12' 927.00 E
RE 933.64
INV 12" 929.70 S \
INV 18' 925.75 E
RE 933.53
I RE 931.28
I
20-12' RCP
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0 0.94%
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1
1
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IN 15' 926.93 W
INV 15. 826.85 E /
RE 933.67 1
24'-15" RLP CL5 O 1.26%/
CBUH 737
INV 15' 927.25 E
INV 15' 927.23 NW 1
INV 15' 927.50 SW
RE 933.56
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RE 933.93
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INV 12 927.00 W
INV 15' 927.62 SE
INV 12' 927.00 E
RE 933.64
INV 21' 927.50SW
INV 18' 925.75 E
INV 21' 927.70 NW, /
I RE 931.28
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INV 92&00
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INV 13' 925.80
4i
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INV 916.20
CONNECT TO E)L 8' PVC
INV 15" 925.90 N
INV 21. 926.00 NE
RE 93.79-
00�j51L
INV 24" 924.70 E i / WCP b�
INV 2Y 92932. W 1� 40'f'
SSMH 15
/RE 931.67
`INV 916.88 SW
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V'S1'J 5 O O�
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IN 15' 926.93 W
INV 15. 826.85 E /
RE 933.67 1
24'-15" RLP CL5 O 1.26%/
CBUH 737
INV 15' 927.25 E
INV 15' 927.23 NW 1
INV 15' 927.50 SW
RE 933.56
35-15' ROP'
CLS O 1.D0%
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M1N152
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INV 12" 930.45 N
RE 933.93
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INV 15' 927.85 SE
INV 12 927.00 W
INV 15' 927.85 NW
INV 12' 927.00 E
RE 933.64
RE 93.42 I y
I
INV 18' 925.75 E
I
I RE 931.28
I
CL5 O 1.58% I
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21' -Ill RCP
INV 927.50 I
31'-15' RCP
60'-12" RCP 5 01.24%
CL5 O 0.48%
INV 92&00
III II II 1
------______
r
___________
I ____
I
/ INV 18" 925.75 W
INV 27' 924.50 SW
INV 18' 925.20 E
INV 21" 924.80 N
RE 933.20
11�26'-16' RLP
CLS O 1.158
INV 925.50
/ h /
CRN. 718
/ INV 3' 923.15 SW
/ INV 27' 923.40 NE
INV 15' 928.50 NW
/ INV IB' 929.15 SE
/ RE 935.40
/ 46'-18' RCP
CLS 00.9'X
INV 929.57
II `70'-8' PVC SDR 35 O 0.408
INV 918.43
! 143'-30' RCP C13 O 0.5978
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I CLS O 1.03%
INV 929.55
CBMH 724 0
! INV 3' 922.30 NE
1 INV 36' 922.00 S
c INV 18" 929.15 E
O f RE 935.55
6.72 W o
6.85 E
�179'_15'P CL5
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INV 15'926.30 W
INV 36' 921.40 S
INV 15' 927.3 E
INV 36' 921.42 N
RE 933.38
*-15 a
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CL2 0 0-49%Y- OUTLOT L
SSMH.10
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INV 914.69 W
I INV 914.52 S-
INV 914.89 E..
>. -..'.INV 914.89 N
C C-900 P 122-0'-0 R 35 O D.40%
-- - ;� INV 915.18
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- - CL5 O 0.65%
-INY 924.02
- - -INV 36" 920.90 S
/ INV 36' 920.80 IN I
/ INV 18" 923.50 E
,' RE 932.18
CAMN 747
INV 16 926 60 E
INV 12' 92010 S -
INV 12' 926.25 W -Z-1
�. INV 36' 92010 IN
RE 930.62
39'-15" RCP x''011
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'1 INV 927.60 ❑ll
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CL1MH 708 ------
INV 18' 925.75 W
INV 21" 925.55 S
INV 18' 925.75 E
I RE 931.28
I
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21' -Ill RCP
c
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CLS O 1.24%
INV 926.10
/ INV 18" 925.75 W
INV 27' 924.50 SW
INV 18' 925.20 E
INV 21" 924.80 N
RE 933.20
11�26'-16' RLP
CLS O 1.158
INV 925.50
/ h /
CRN. 718
/ INV 3' 923.15 SW
/ INV 27' 923.40 NE
INV 15' 928.50 NW
/ INV IB' 929.15 SE
/ RE 935.40
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CLS 00.9'X
INV 929.57
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INV 918.43
! 143'-30' RCP C13 O 0.5978
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INV 929.55
CBMH 724 0
! INV 3' 922.30 NE
1 INV 36' 922.00 S
c INV 18" 929.15 E
O f RE 935.55
6.72 W o
6.85 E
�179'_15'P CL5
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INV 15'926.30 W
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RE 933.38
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INV 914.89 E..
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C C-900 P 122-0'-0 R 35 O D.40%
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- - -INV 36" 920.90 S
/ INV 36' 920.80 IN I
/ INV 18" 923.50 E
,' RE 932.18
CAMN 747
INV 16 926 60 E
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I I II I I II
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QST -18
SCALE IN FEET
0 50 100 150
1 inch = 50 feet
I
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I -I
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I IIII IIII I
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II LCONNOT
20
QST -1D I I I IIII TO DL 8- PVC
I II �- II I C9YH 304
11 I INV 24' 924.70 E
I II IN INV 27' 924.50 W
III I II II _ RE 932.23
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- - INV 917.43 NE
-------------
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4V 12' 929.70 S
RE 933.53
20-12' RCP
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INV 12' 929.90 S�
INV W 929.90 N
c 3565
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RE 9 _ 19'-12' RCP
INV 915.30W - - - CLS O 2.79%
NVV 915.30 E
INV 15' 926.95 E I
RE 933.67 I
24'-15' RCP CLS O 1.26%
CEMH 732 I
INV 15' 927.25 E I
INV 15' 927.25 NW
INV 15' 927.50 SW
RE 933.56
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IN 927.60
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C8 734
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INV 15' 927.85 SE
INV 15' 92765 NW
RE 933.64
31'-15' RCP
CL5 O 0.48%
INV 928.00
INV 12'
INV 12'
32'-12' RCP
50'-15' RCP CL5 O D.46%
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INV 927.50
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INV 21' 927.70 NW /
80'-B' PVC SDR 33 O D.40%
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32'-15' RCP
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INV 926.20
/
CL5 O 0.53%
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INV 15' 925.80 SE
INV 24' 925.70 W
0
INV 15' 925.90 N
/
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RE 930.79 -
5x
001
SSWH 15
0.1h,
RCF
24 40X'
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/ VINV 916.88 SW
VNl^ '
INV 916.88 NE
_ 1500
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INV 916.88 NW
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INV 15' 926.00 NW
INV 12' 926.30 SE
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-------------
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c 3565
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INV 915.30W - - - CLS O 2.79%
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INV 15' 926.95 E I
RE 933.67 I
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CEMH 732 I
INV 15' 927.25 E I
INV 15' 927.25 NW
INV 15' 927.50 SW
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INV 12'
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INV 925.30
RE 928.90
INV 913.46 N
I
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/ RE 926.85
-
/ 40'-15' RCP
I
Q O
OUTLOT Ki
I
l 68'-42' RCP CL2 O 0.40%
RE
INV 91Z 40N
INV 913.45/
INV 913.4 E -
e' PVC C-900 /
7
CBMH 760 /
INV 12' 919.60E /
INV 12' 919.60E
RE 929.04/
34'-12' RLP /
GLS O 1.19%
INV 920.00
/
31'-12' RCP CL5 O 1.947.
/
107-10' FVC SDR 35 O 0.28% /I
7'-24' RCP CO 0 0:115%
'Ie INV 15" 926.72 W
n INV 15' 926.65 E
_j�? RE 934.02
RCP CL5 01.83%
i :NV 15'"9fi.30 0
INV 12 W
INV 36' 921.40 S
INV 15' 927.30 E
INV W I RE 933.381'42 N
\�
C316
O 1.W%
102'-36' RCP INV 927.68
x200.49% OUTLOT L!
SSM1i 10 �..:
" RE 934.66 - -
i INV 914.69 W
1 INV 914.52 S --
INV 914.69 E ,
-INV 914.69 IN -
12' VC C-900 1 122'-8' PVC SOR 35 O 0.40% - -
,I II INV 91518 --
�. P
eos RCP I...
CLS O 0
NV 92402 02
d " _-'INV 38' 920.90 S
O /INV 38' 920.90 N I
c1 / INV 18' 923.50 E
r3 Y RE 932.18
I
INV 36 926.60E !p
V 1, INV 36' 92010 5
1 INV 12' 92625
V 1 " 9
INV 36' RE 93D.82 2010 N "'e\
39'-15' RCP '0� \
�CL5 O 1.02%
INV 927.00
K I /
1 55'-1' PVC SDR 35 O 0.40%
' INV 913.26
ry
O /35'-12' RCP MS O 1.43%
aCRMH 756
o e / INV 12' 922.50 E
�3 INV 42' 917.33 S
INV 42'917.33N
r / RE 926.50
r J l
w /
C9MN 761
/ INV 12' 919.00 W
INV 48' 916.BD SE
/ INV 42' 916.90 N
/ RE 925.04
147'-46' RCP CL2 O 0.5411
/ C\
�`�--Z i� INV 48' 916.10 NW -
RE 926.81
/ INV 912.41 N
/ INV 912.41 S/ �\
I /
I I \
� I \
I� `I 1 91\-27' RCP a3 vO 1.85% raoc n
I
i I
I I
II
I
I 46-127 RCP
I
r l
a5 O 0.96%
/ INV 925.25
CRMH 753
/ INV 12' 924.80 E
INV 42' 918.20 S
/ INV 12' 924.80 W
/ INV 36' 916.59 N
/ RE 928.59
QMH 755
INV 427 917.60 S INV 42' 917.60 N
INV 15' 917.60 E
/ RE 926.85
-
/ 40'-15' RCP
OUTLOT G
NV 7.78%
l 68'-42' RCP CL2 O 0.40%
1 55'-1' PVC SDR 35 O 0.40%
' INV 913.26
ry
O /35'-12' RCP MS O 1.43%
aCRMH 756
o e / INV 12' 922.50 E
�3 INV 42' 917.33 S
INV 42'917.33N
r / RE 926.50
r J l
w /
C9MN 761
/ INV 12' 919.00 W
INV 48' 916.BD SE
/ INV 42' 916.90 N
/ RE 925.04
147'-46' RCP CL2 O 0.5411
/ C\
�`�--Z i� INV 48' 916.10 NW -
RE 926.81
/ INV 912.41 N
/ INV 912.41 S/ �\
I /
I I \
� I \
I� `I 1 91\-27' RCP a3 vO 1.85% raoc n
RE 1925.1021.10 N
\ CBMH 213 /
\ INV 12' 920.70 S 1-1
INV 12'RE 9272E 1
1 / / 44-11" RCP OLS O 0.45%
44'-17 RCP CL5 O 0.45% T EES
1 I INYS5.0(
azd.90 s
\ \\ ! \ I V 12" 92U0.90 N /
E 926.931
-FES 274
\ \\ 1NV 916.50 S
II I l l I / INV 115.00 NK
SCALE IN FEET \\ \\\\_ _ \ / / 2 51'-18" RCP CL5 O 0.18X
0 50 100 150 \\\ \_ I! /4,j
\ \\ \ I 273'-18" RCP CL5 O 0.52% J �-
1 inch = 50 feet
\ V o
\ \\ \ I IO � O STMH 273
\ \ ! h INV 12" 915.09 NW
/ �+ INV 1B" 915.09 SE
RE 918.81
EX CBMP
RIM 919.80
INV 915.65
m"
EK MCES MANHOLE \\ 'F� ��. I w ! PND. �Z" SS - - -
CORE DRILL B CONNECT
ELEV--909.60 \ .A
/I O
31'-10" PVC SDR 35 O 0.25X EX STMH O1 W/ ATE VALVE
/ RIM 920.14
RE N�915.74
925.75 S
IN 909.69
INV 909.69
- 97'-10' PVC SOR 35 O 0.268 `
APPROXIMATELY 92'-12" PVC
REMAINS TO BE INSTALLED PER
RE 932.41/ / 1 IST ADDITION APPROVED PLANS
INV 909.96 NW
INV 909.96 NE / / / L
INV 917.2
/ J
ELEV. 923.55
w" a
INV916.7}
11 ELEV. 922.80
y ✓ 55'-8" PVC SDR 35 O 0.40%
/ INV 910.71
8"W x 4"H
RE 929 .34 / N //�& \ \ 1\ ORIFICE
INV 910.39 NIV
-
INV 910.39 SE
NV 910.49 NE
RE
2NW 6 / / EAST LAKE
'INV 91
/ [�J O / OLE=917.2
INV 910.65 SE O`' bh a / EDE (PAVEMENT ON 170TH ST)=921.35
N
U INV 15' 917.30 SW y
HWL=923.7 / 71'-15" RCP CL5 O 1.69%
OLE=919.6
L I ACTIVE RANGE FOR IRRIGATION -916.8 TO 919.6
ACTIVE IRRIGATION VOLUME -5.55 AC -FT
9.60
7.70
SECTION A -A
� I
1 A
SPIRIT LAKE DISHCHARGE LINE TOB 923.90
R� 7�AL2- INV 36" 913.00 SW // /' 0.9� /4c/� SECONDARY OUTLET (VALVED) SPLIT CRATE
INV 48" 916.10 �� CBMH BOB // JO 3' RCP L5 0.65 I
i1NV 15' 918.50 SW ?
v RE 923.68 / INV 1S 918.50 NE / X% ��,� I I O ELEV. 923.55 / (SEE DETAIL)
147'-48' RCP CLS O 0.548 \\ INV 7'915.62 W / RE 920.92/ 0�'�� 918 NE / SLANT TOP
O RIM ELEV. 922.80
nRMH 761 / ^ 2'.t8 vs sw I 922.4- -
p
INV 12' 919.00 W \ /' `�" RE 9 J / 6 CONCRETE
INV 48' 916.90 SE \ 91'-27" RCP CL3 O 1.BSX QNO / 1N7'\a�1,\d 11 O / WEIR WALL
INV 42' 916.90 11 CBMH 22.9 // v0 / / V" / 60" DIA
i RE 925.04 \ - - - INV 24' 922.80 W 5� ' ♦0
I INV 27" 917.30 E IRRIGATION MAIN GATE /
RE 927.98 / / / / / / VALVE FOR DISCHARGE /
V as, �� 31'-12' RCP CLS O 1.949 �yy. T / INTO POND 1 STMH W/CA�VAIVE
42' R RE 928.70 o` 1 INV 127 916.80 NW
SSMH 7 24" RCP TO EAST LAKE 24"' RCP
CL2 ` _ RE 926.81 INV 912.13 N / - \ , INV 12' 916.80 SE
NV 912.13 S
D
3bR J8OO2gZ"X INV 912.41 S.-- - -INV 912.41 NI/INV 912.13 W / / 200-89R� CRCP CL50-1.689 \\ ll II RE 928.x// OUTLOT I INV 91770 INV 817,70
D 3f / \
1' SUMP
D ca / / EES 100 1
INV 12' 915.50 SE I 1
R LBMH 760 0
V 1Y 919..6 W o /' NORDIC OUTLET I I I LA
• V 12" 919.60E _ ' INVFES 6' PRIMARY OUTLET 1
v 1 / INV36'916.BONE 1 NORDIC OUTLET
RE 929.04 a RE 926.33 / (SEE DETAIL) I I )
INV 911.70 N / INV 24" 917.70 5 )
NV 911.70 SE I / HWL=923.3 INV 24' 917.70 N
v 102'-10' PVC SDR 35 O 0.288 "w I OLE -919.6 RE 922.80 I I I NOT TO SCALE
a e (TO EAST LAKE) I I ERc 2cc
0 73'-24' RCP CL3 O 0.859 I AC VE RANGE FOR IRRIGATION=916.8 TO 919.6 2r�y INV 24' 917.50 N
34'-12' RCP CL5 O 1.199 55'-B" PVC SDR 35 O 0.40% I ACTIVE IRRIGATION VOLUME -16.00 AC -FT INV 24' 916.00 S 1
INV 912.35 1 r\i "" D
1 0_ i\ vl I v v I I 42'-24' RCP CL3 O 0.48%
(( 22'-24' RCP 01-4 O 7.798 i 1
1
0 11 I I 11
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■
LJ
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ILLJ rf-i LL
Z
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cU
V
Z
Z w
SCALE IN FEET - \ \ \ ' f • (i l
0 50 100
m
HWL
/ (/7
\ / OLE 914.7
1 inch - 50 feet OLE=914.5 ! W N LL
I pN CNE / Z
' OUTLOT B jP\10N��00%
5A Z
/// ca LLJ 4
CB MH 226
__-- _ �4 W
0 -_-__ --------------- INV 15' 914.45 NW ) \ L i/ / / ^ E
J INV 15' 914.45 5 \ gOPO�RRIGATION 88'-15 RCP CL5 O 0.51%��!/ \ W V
--- \ --- RE 91\\1 PIN ILDING L FES 227 /. i
I V 021915.65 SW 77�_ - _ _ -- \ \\ \
INV 15 914.050 99 / Q o F,
INV 15' 917.00 NW 22'-75 RCP'CA_t_-6 x �� ` / INY 24' 97450 NW \ ^ _
/ INV 30 915.90 NE �� '
RE 921.25 EX, 24" FES
INV 15' 1`4.:2SE' } \� \ Q / f /1NV-913.84
INV 12" 9E 95 NW
RE 917.39 \\ \ RIM 918.61
/ tfi'-30- CL3 O 0.61% 15 4 �
29'-i2' RCP CL5 0 1.0711 \ \ \ 70-24' RCP CL3 O 0.33%
\ / CBMH 219 12' PVC C-900 - EIIIIII-.. /
\ \ 43'-30' RCP CL3 O 0.35% / INV 30' 915.55 NE '�f EAGLEVIEW DRIVE INV 12" 9115.115 NW \
\ _ / INV 30' 915.55 SW '
\ \ / RE 921.25 RE 817.91
\ / / 51'-30' RCP 00.6
\ 152'-15' RCP CLS O 230% / INV 30" 915.23 HE _r yal
<` \ INV 30' 915.23 SW
\ / RE 821.43 _ I- - 16'-12' RCP CLS O 0.96% \ \ CRIME 500
\ / � ___ L---`_-- 7 \ \ INV 18'914.73 NW
INV 12" INV 15
RE 9 INV 24' 914.73 SE
INV 12" 920.40 W / i6'-30' P CIE O 0. % / t� CBMH 221 \ E 917.671472 SW
\ INV 15" 920.50 SE / /f�C // // / INV 30- 915.12 NE EX. C MH NO CASTING `Tr. ///
INV 15'920.SON / q5•_ f //• / 9TMH 501 \ \
!T. 36' RCP 2 O 0.44% as INV 3fi" 914.45 SW 72'-15' RCP CLS O 211% 4
w
RE 925.21 /' INV 15' 91500 NW \ j" / V E
/ / RE 921.43
\ " INV 15 9E 91 SE
38' 15' RCP CL5 O 5 53% ; / / /yam
FES 222 RE 919.50\\` o
\ / '91- / INV 36" 914.60 NE EEc a^2 \ . Pq \\ �,;% /Ix
$- INV 15'
9SE
64'- \\\ e
i/
/
woHWL 919.5 12* �l OLE -915.0
CLS O -6.25%24'-15' RCP °wrn a
i OUTLOT D�\ \
\ f 124'-18" RCP CLS/0 0.22%
\\ \ I INV 91 0..41
IzINV 12' 0.70 5 INCI12921.10 N ___- \\ 92INV 12' 92070 E RE X925.10` N
RE 927.2 i I _ - � \
\ / y
44'-1 �' RCP CIS O 0.45% F / ! / \\ \ \ y A Z LLT
\ \ \ 14'-12' RCP CLS O 0.45% i / rEV926.01
' 1 - - J115.00 n / // ` �: \ \ ISI J
\ 1 W
24.90 S / / ,� L�` \ \\ \ 9 E i� S
24.90 N\- `\\, \ W ��
/ //" // \ •, \ \\ f"'1 Voi p.1 W
�
/,'•' RIM 925.98 \ ¢
INV 19'RE1920�50
INV 18"915.00 NW I //j14
v EE5 274 0
v
o
RCP CL5 rr, Y 7 A
DIY Z
\ 273 �CP
-14'
,
STAH273
INV 1 �L � 2 _ _ / \ / / \\ ` ��--�•,\` " V 10
NV t2' 915.09 IN
�+ INV 18' 915.09 SE
1 / �a RE ^ 9 CCBMII&81
\ \\ I RIM
EX MCES MANHOLE �\ `V !1 ! i pac V'z" ss _------- SII I I !� DRAWN BY
CORE DRILL & CONNECT \ f
ELEV-909.60 v w mA - PLN
\ \ / EX SSMH'
DATE
EX STMH
31'-10' PVC SDR 35 O 0.24% i // W/GATE VALVE I \10/21/14
RIM 920.14
RE 925 \ \ N�91s.za I f REVISIONS
INV 909. SW\
INV 909.69 SE
11/24/14 REV.
_+ 'D' PVC SDR 35 O 0.28% 12 17 4 CITY COMMENTS
- / APPRDXIMATELr 92'-12" PVC
REMAINS TO BE INSTALLED PER I� I I I 02 19 15 CITY COMMENTS
RE 932.41 i I 1ST ADDITION APPROVED PLANS
s/ / I 02 23 IS REV. SIDEWALK
INV 80996 NW
INV 909.96 HE
FES I I I
rvmk rok II INV 917.2 I�
/ o• i `" l�j 9- o•' / I I III SII .I �7 1
j
EX 30" FES 1 \>; I CAD FILE
INV 915.7± 1 I l i \ 20662 -15 -2ND -U
>•/ \ �/ ry �/ � 1 II
PROJECT NO.
55'-9" PVC SDR 35 O 0.401
/ INV 910.71 20662-15
4.4
RE 92�
I INV 910.39
--------------------
------ -- -- --J
-------------
s'
--------------------
r
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I
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BENCHMARK
TOP NUT HYDRANT AT NORTHWEST QUADRANT OF
DODD & PILOT KNOB.
ELEVATION = 953,61 FEET
TOP NUT HYDRANT AT SOUTHWEST QUADRANT OF
165TH STREET & PILOT KNOB.
ELEVATION = 931.27 FEET
SCALE IN FEET
0 50 100 150
1 inch = 50 feet
-- --� _ I/
OUTLOT N
)
------------------------------------------
OUTLOT
------------------------------------------
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BIT I
Eo
STANDARD GRADING NOTES'
1. SPPP
ECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF INE
MUNICIPALITY IN WHICH THE WOW< IS LOCATED AND THE MINNESOTA
DEPARTMENT OF TRANSPORTATION SPECIFICATION S FOR HIGHWAY
CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS.
2 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE
'GOPHER STATE ONE CALL' EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER
MINNESOTA STATUTE CHAPTER 2160. 45 HOURS PRIOR TO PERFORMING ANY
51-454-
EXCAVATOR (PHONE 60002 IN THE TWIN CITIES METRO AREA OR
TOLL FREE 1 -BOD -252-1166).
3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF
ALL UNDERGROUND UTILITIES WITH TIE RESPECTIVE UTILITY COMPANIES
PRIOR TO CONSTRUCTION.
4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS
SHALL BE PERFORMED IN ACCORDANCE WITH ALL OBRA REQUIREMENTS.
5. ALL LOT AND EASEMENT DIMENSIONS ARE SUBJECT TO FINAL PLAT.
4 IT IS ME RESPONSISIUTY OF TRE GRADING CONTRACTOR TO DISPOSE
OFF-SITE ALL TREES, SNIPS BRUSH, OR OTHER DEBRIS THAT EXISTS
WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE
DESIGNATED BY THE ENGINEER,
7. THE GRADING CONTRACTOR SHALL SCHEDULE ME SOILS ENGINEER SO
THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO
THE OWNER DURING AND UPON COMPLETION OF THE PROJECT.
S. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN
TRE STREETS, TRAVEL WAYS OR PAWING LOTS. WITHIN TIE UPPER 3 FEET
OF STREET, TRAVEL WAYS OR PARKING LOT SUBMADE, THE CONTRACTOR
SHALL INSURE THAT ALL SOILS BE NOT MORE KHAN ONE PERCENTAGE POINT
OVER ME SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND
THAT COMPACTION TO A MINIMUM OF HWS OF STANDARD PROCTOR DENSTY
BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF
THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL
INSURE THAI ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS
OVER ME SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT. AND
THAT COMPACTION TO A MINIMUM OF 951E OF STANDARD PROCTOR DENSITY
BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE
WITHIN 0.1'2.
D. LOT GRACING AND/OR ME PREPARATON OF BUILDING PADS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.
THE OMDING TOLERANCE SHALL BE 0.30'2. ALL EARTHWORK OPERATORS
LL
SHABE PERFORMED IN ACCORDANCE WITH THE HUD -FNA DATA SHEET
790 'LAND DEVELOPMENT WITH CONTROLLED EARMWORK', PROVDING
FOR A MINIMUM OF 955 STANDAR] DENSITY, OR AS OTHERWISE SPECIFIED
BY TRE GEO-TECHNICAL ENGINEER.
W. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL
AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED
WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATDV
ELEVATIONS, A HIGHER MINIMUM OF SBR SHALL BE ATTAINED
11. BUILDING PADS SHOWN ON EACH LOT ARE TYPICAL ONLY. THE DEPTH OF THE
PAD FROM FRONT TO BACK SHALL BE GRADED THROUGHOUT THE FULL WIDTH
OF THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTOR OF A BUILDING
AT TIE MINIMUM SIDE YARD SETBACKS. (REFER TO THE PLANS FOR SPECIFIC
SETBACK DISTANCES.) IF UNSUITABCONDITIONSLE SOCONDITIONS ARE ENCOUNTERED
WITHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR
REMOVED. IT IS THE RESPEONSIBIUTY OF THE CONTRACTOR TO NOTIFY
TIE ENGINEER OF THE CONDTONS AND TO LOCATE ME LIMITS OF ME
UNSUITABLE AREAS.
12. THE SITE GRADING TOLERANCE FOR TIE SITE SHOULD BE 0.1' FOR STREETS
AND 0.30' FOR LANDSCAPED/OPEN AREAS.
SPECIFIC
IFIGRADING NO
1, THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE
PROVIDED BY THE CLIENT. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS
SHOWN ON THE PLAN IS EQUAL TO 2 ONE HALF THE CONTOUR INTERVAL.
s'
5' CONCRETE 3A32 —
4' SELECT GRANULAR E! _
a
REFER TO PLAN SHEET FOR. DIMENSIONS h EXACT SIDEWALK LOCATON
Im
Te' s
rlEWAIH
2.DT ROPE 4.01E SLOPE
+•1
INSTALL ROOT BARRIER PER DETAIL
3'
25'
REFER TO PLAN SHEET FOR DIMENSIONS 8 EXACT SIDEWALK LOCATION
7.17' BE
6.17' FF)
I
L. 1/z SPWfH1wC BI, NEAR COURSE
Mn WT SPEC. "1 R1111NINOUS TACK COAT
2'-9PNWB330C BIT. BASE NURSE
!LAMNODT n11
AWRSE BASE
2' -[RANULAR SECTION (EEE DETAIL LV -ST -e)
]�PRI
17.17' BB 11.5' 5' I
(16.17' FF) SIDEWALK
2.OX S OPE
4.0% SLOPE
2.OX SLOPE
\� �� INSTALL ROOT BARRIER PER OCTAL
3'
25'
162ND STREET (93+77-25+21)
NOT 70 SCALE
PL
V -CAVAN— SECTION (SEE DETAL LV -ST -V
REFER TO PLAN SHEET FOR DIMENSIONS ! EXACT SIDEWALK LOCATION
162ND STREET TYPICAL CROSS SECTION NO MEDIAN
.III /y�J/,'/L/a/'P NOT TO�ILSCALE 'y�]'-
PL , 1 I ':1 e -r: T "\V, PL
40' ROW 40 ROW
SIDEWALK
2.O% SLOPE 4.09 SLOPI
I
INSTALL ROOT BARRIER PER DETAIL
3'
REFER TO PLAN SHEET FOR DIMENSIONS k EXACT SIDEWALK LOCATION
ra
5—
SIDEWALK
ZOR SLOPE
10.34' MAX 10.34' MA%16.33'
(MEDIAN WDTH VARIES) (MEDIAN WDTH VARIES)
' LCENIEBUNE OF PROFILE (CL)
L1 1/Y-�WFB]aDC BIT. WEAR COURSE
6"oSPEC. Sly/ DITUMINOUS TACH AT
6PNWBl]DC BIT BASE
CL 5/.GGmREGATE �mR"IDDOT 2211
2-CRANULAH SECTION (SEE DETAIL I -S—)
162ND STREET (29+11-31+50)
NOT TO SCALE
CL
— 65' MA% 65' M
(ROW WIDTH
(ROW WIDTH VARIES)
183}' BB 25.34' MAX 2534' MAX - 16.33 88—
(12' FF) (MEDIAN WDTH VARIES) (MEDIAN WIDTH VARIES) 112FF)
% SLOPE 3.DX SLOPE _ ... ....... - _.. 3 Of, SLOPE
-� ,^/ I I LCENTERLINE OF PROFILE (CL)
INSTALL ROOT BARRIER PER DETAIL ILII IIIL�II—`
3' •1 1/2" -£PNET J40C 01i. E
2 5' MOOT EPEC. ]3S BINMNWS TACH COAT
Y-SPNWB330C BIT. BAEf COURSE
RUSHED MNDOT 2211
CL 5 AGGREGATE BASE
—2' -GRANULAR SECTON (SEE DETAIL LV -ST -S)
FAGLEVIEW DRIVE (10+00-23+00)
NOT TO SCALE
7.33'TS'
WALK
4.01E SLO
SLOPE
6 �\ .
\ ry
TNSiALL ROOT BARRIER PER DETAIL
3'
I' (MIN .)+
2._4.
BIOBARRIER/ROOT BARRIE 3D'
GRANULAR BORRO
ROOT BARRIER DETAIL
NOT TO SCALE
PL
fli-
SIDEWALKeve 2.OK POPE
1WSIIIIICTKN NOTES:
TIE 11E'RA SINE E DOE N ATZ000ANDE •M
LAIEWIL4 MNMESOTA.
DEIERIWE 1E IE aCATON OF�YL E:GSTIMG ISR Um 14 WAITIINGn TOCOHSTIRUCIDN TN,,, mum., DIRT IS NOT MINTED TO SARI AND
SIDRY S[ET. 1MlERMANy MAI.— OAS FIMINF T4FIRKK AND CARL
TELEASEI RAMOES
TE —TRACTOR SMALL &DDA" THE dONfG OF ANY GONi1HCT NEIKDi
WOICM7 W M IDEITT' al11PI111L� ]NNF M Ea:3llY
1011 MY RELOCATION OF T1E4 FACUIIES
lE CONIMCIOI .511411 PROTECT ALL DSEIND UlM1116 AND FAClIT6 m
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IME PREIAD� IKWIL
ECAUE 0 THE ODMIRAC101'S CI'OAIIW MALL
THE OONTRAGINI SNAIL NMNO TO THE ATTER— OF THE ENGINEER Amt
CONOlIONT SMEN AS SKID N YANMOLS W VALVE NES EAETIMO MIOD
m TIHE GONTRACTd1'S IXGVATRN. ON EIRAVATON HIS OOIHYENCED. R
MLL E ASSIMm TMT ALL DAMAGE m IINDIXdDUlD UTIJTFS HAS SEEN
CWSm NY THE CONIII.ACTORT OPENA11oHls NID IT WILL. E 114
RESPDIISBMIIY ro MAE TE xEa55ARY RDANLS
1 11E
—TOW HNALL MAKE INT OAA
MA {ROI PIMYIt G PN W1E SgNtlFS
AND $CONE NECESAn PERNR AID PAY EGIAM CII/IRCES ALL an
WAA1! SIAL E YFIDED. DISPOSAL O MY WASTE WAlE11 W ANY T5T
MATDR Nro TE att sANTARr sEvm rFETDF N Nw.ECr m an IRURGE
WATERMTORS ME YOT m OPGAIF GlE VAYES W HmRMO W Ott
WA1FR STIFFLY.
EE att ENTJHEEU AND THE ENONEFA SMALL E NOTFEO b 11011A PNOI
V I,M,oME NE MONK CGWTMCIWS &IAL E SU9JECT m SHIT OWN F
PROPFIt MDIFTGIDM IE NOT ONE. TO lIE 0—
CITY REE'TS TMT ARE UR13D FOR NEER TO W EWER FROM THE
CORM UKIIDN III SHALL E REPT FEE OF OMT AND OTHER —
RESULTMO FTOY SAID FONST"U OOA a00F FOR THs ENALL E CONSDERm
DENTAL m lE COIIMCT
THE 7R:
RACTOR NWL E RESPONSHE ro YAMTAN M]EDUATE STONI
OUJNAlE PROIECTON OF THE SE N aDF1E ro PREVdT EAOSIW AID
BUND E W -NEE AHD OFFS SIA: AREAS EH9 R E F— TNI SING
BY fRA.9ENT E MAY SAES W RTFR EATING fENE MONO TIE
ffmq@m@c
AND OIIILIS ARO BY COIIElWGl10N a 0108 REINSMIR FANID FFNONO AMO NY MY 0TD1 OF-SIZEOElFm111ED MY THE DgNF1A IINIESS SPFDRG111YIf �, I�Ma RTE1gF� FENQ EFII rYc SHALL E AT TE (OIIIIACIOTS EaPFM2
R N TE E9O6NSIR ? TE CONTRACIOR m FRDIRT ANO LEAVE
IINDIENREO MCEE YARKRS OR MWMEHTS SET FOR THE SUSDMTW OF
lINO.
D SIAL E TIE E>PO6NIUn OF M CONTRACTOR m UTD3 THE
GOPHER �SA NE M! EXCANRFRRED
MNEROTFIFR HOURS M m PERFORMING My
EXCAVATION (RDE M4-OD02 N IME IRAN ORFS WEIRD AREA OR TOL
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A COFIGDO! OEIlsn TETIS wu I E TAKEN ON IML 7RENC ET
M111NN TIE SHEET CROS EC110N AMD TIE PAD RAGS m EV.WMIE TE
COPACTIDN AUNIfVEO WIND UTILITY CO3TRMDRON. WGMW THE TIPPER
] HLT OF STREET 91SORAOE THE DDR— &HALL NSIME TGT AL
SOUS E NOT MORE 11HAN ONE MROATAE PONT 0 , THE
SOIL'S
STANDMD PROCIW oPTYW MOSRME COITDNI, AND —7 COMPACMN m
A MNMW OF IDD IF OI STANDAAD PROCTOR DEIEItt (AA9110 T-HNj E
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.
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a - ]E DEP PVE Son 14 AVM FiM00
6 ]E i OQP FOTSWO LIED OF, ASHY A-
`INSTALL ROOT BARRIER PER DETAIL
3'
2.5'
m
I SIOEWALI(
2.0% SLOPE
REFER TO PLAN SHEET FOR DIMENSIONS k EXACT SIDEWALK LOCATION
INSTALL ROOT BARRIER PER DETAIL
R5'
REFER TO PIAN SHEET FOR DIMENSIONS 6: EXACT SIDEWALK LOCATION
ROW
91
ROW
6.33' 10' MAX 1D' MAX 16.33' 17.67 `+ 1
(MEDIAN WIDTH VARIES) (MEOIAN WIDTH VARIES) SIDEWALK
2.0% SLOPE
4.= SLOPE
OS SLOPE ;MNO07
.. ...
.. 3.0% SL _ _OPE .......,
6 H.
CENTERLINE OF PROFILE (CL)
\]`/n INSTALL ROOT BARRIER PER DETAIL
1 I/x'-SPWE.3EAR CW RBE
,OCT
SPEC. xNODS TA'COAs
Y"-S�NW.3300 X—S CRNSH2211
CL 5 A=R-
-2 .ASE
'-ORANJ AR SECTDN (SEL DETAIL
EAGLEMEW DRIVE (39+45-47+00)
NOT TO SCALE
m
12'-CRAWIR SECTION (SEE DETAIL LV -ST-.)
EAGLEVIEW DRIVE 31.34' BB NO MEDIAN
NOT TO SCALE
F11 A n A ITF- AT r—
LJ I/-\ I V I \J I v I L- /-\ I I
n F- 1� [) A N I n T I F- N I F- A I-) N A
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F- A I=) A A S T I I A F\ F1 I T 1 i1 N I
F/—\I \IVI v I r1 i—\LJVI I IVF v
/ LOT 1, BLOCK 12, SPIRIT OF
BRANDTJEN FARM c� `
/1 r rT1 nT TT
L i
0
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I
DIGHT OF WAY VACATION DESCI~`IPTION
That park of the vacated Eagleview Drive, as dedicated per
plant of SPIILTI' OF BRANDTJEN, according to the
recorded plat thereof, Dakota County, Nlirnxesota, lying
northeasterly of the following described line and its
northwesterly and southeasterly extensions,
Beginning at the most easterly comer of Lot 1,
Block 12, said SPIRIT OF BRANDTJEN; thence
southeasterlyto the most northerly comer of Lot 1,
Block 4, SPIRIT OF BRANDTJEN STH
ADDITION, according to the recorded plat thereof,
Dakota C'outxty, Mnnesota and said lime there
ter tnimfing.
I hereby certify that this survey, plan or report was
prepared $yore or under my direct supervision and that I
am a duly licensed Professional Land Surveyor under the
laws of the State of NAinnesota.
LE
Signed this 9th day of October, 2014
For. James R. Hill, Inc.
Harold C. Peterson, Land Surveyor,
MN License No. 12294
NOTES
THUS SURVEY HAS BEEN PREPARED WITHOUT
BENEFIT OF A TITLE COMMITMENT OR 'nTiEE
OPINION. A TITLE SEARCH FOR RECORDED OR
UNRECORDED EASEMENTS WMCH MAY BENEFIT
OR IENCLgVMER THIS PROPERTY HAS NOT BEEN
COMPLETED BY THE SURVEYOR.
SCALE IN FEET
0 50 100 150
1 inch = 50 feet
PROPOSED RIGHT OF WAY VACATION
EXHIBIT
n
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DRAWN BY
PLM
DATE
10/10/14
REVISIONS
CAD FILE
20662-15skt-2
PROJECT NO.
20662-15
SHEET 1 OF 1
EASEMENT VACATION DESCRIPTION
A vat:,tion of the dralnige and utility aver, under and across 01 F. SPIRIT OF BRANDTJEN FARM
COMMERCIAL IST ADDITION, according to the rxorded Plat thereof. Dakota County, Minnesota as
dedicated Per plat of said SPIRIT OF BRANDTJEN FARM COMMERCIAL IST ADDITION.
And
A vacation of the drainage and utility over, under and across Oudots EE. Oudot A:4 and Outlol OO,
SPIRIT CIF BRANDTIEN, according to the recorded plat thereof.Dakota C,,Wy, Minnesota, as dedicated
per plat c f said SPIRIT OF BRANDTIEN
And
A vacatinn of the drainage and utility aver. under and across Outlet B, DIAMOIYTE AT SPIRIT OF
BRANDTIEN, according to the remrded Id. IhcreoL Dakota County, Minnesota, as dedicated per plat of
SPIRIT OF BRANDTIEN, SPIRIT OF BRANDTIEN FARMS, SPIRIT OF BRANDTIEN FARMS 3RD
ADDITION, SPIRIT OF BRANDTJEN FARMS 77H ADDITION, SPIRIT OF BRANDTJEN FARMS
IOTH ADDITION AND DIAMONTE AT SPIRIT OF BRANDTJBN FARMS, according to Ibe recorded
plms thereof, all in Dakota County, Minnesota
Ihereby certify that this survey. plan or report was prepared by — or under ray III— supervision and that
I u a duly hcersed Prof -Tonal Lard Surveyor under dre Incas of the State of Minnesota.
Signed this ( October. 20100114F,orr I—R. Hill, Inc.
By
Harold C. Peterson, lard Surveyor, MN License No. 12294
NOTES
THIS SURVEY HAS BEEN PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT OR
TITLE OPINION. A TITLE SEARCH FOR RECORDED OR UNRECORDED EASEMENTS WHICH
MAY BENEFIT OR ENCUMBER THIS PROPERTY HAS NOTBEEN COMPLETED BY TI4E
SURVEYOR.
SCALE IN FEET
O 100 200 300
vim\`
�J'
��
re
OUTLOT GG
METROPOLITAN COUNCIL
s\ SANITARY SEWER EASEMENT
PER DOC. N0. 1292581
` (TO REMAIN IN PLACE)
RIGHT OF WAY, DRAINAGE
AND UTILITY EASEMENT \`\
PER DOC. NO. 165635B
(TO REMAIN IN PLACE)
anti\
A�
DRAINAGE AND UTILITY EASEMENT PER
PLAT DF AND
OF BRANDTJEN FARMS
e,D (TO BE VACATED)
OUTLOT EE
ca
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TI I _r (111 URAGRE
�l ---DRAINAGE 0\1
AND UTLITY EASEMENT PER
\ PLAT Or SPIRIT OF BRANDTJEN FARMS
7h �\ (TO BE VACATED)
OUTLCT
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/t - 240.35 -' / \\ � 1 A A A n N I n
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/ 31.02 i
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'-MATCH LINE A ---
(SEE SHEET 3 OF 4 SHEETS)
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—°°— DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER
THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE
9 DENOTES 1/2 INCH MONUMENT FOUND
MARKED WITH LIC. NO. 12294
BEARINGS ARE BASED ON THE NORTH LINE OF OUTLOT B.
DIAMONTE AT SPIRIT OF BRANDTJEN FARM WHICH IS
ASSUMED TO HAVE A BEARING OF N89'41'45"W.
NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE
REQUIRED LOCATION INDICATES A PLAT MONUMENT
THAT WILL BE SET WITHIN ONE YEAR FROM THE
RECORDING. DATE OF THIS PLAT. SAID MONUMENTS
SHALL BE 1/2 INCH x 14 INCH GALVANIZED IRON
PIPES MARKED BY R.L.S. NO. 12294.
DRAINAGE AND UTIVTY EASEMENTS
ARE SHOWN THUS:
---119.03--�--
/ S35"0208W
l - S1101S'50-w - BEING 10 FEET IN WIDTH, UNLESS
241.03 I OTHERWISE INDICATED, ADJOINING
RIGHT OF WAY LINES, AS SHOWN
ON THE PLAT.
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/ 31.02 i
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(SEE SHEET 3 OF 4 SHEETS)
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—°°— DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER
THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE
9 DENOTES 1/2 INCH MONUMENT FOUND
MARKED WITH LIC. NO. 12294
BEARINGS ARE BASED ON THE NORTH LINE OF OUTLOT B.
DIAMONTE AT SPIRIT OF BRANDTJEN FARM WHICH IS
ASSUMED TO HAVE A BEARING OF N89'41'45"W.
NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE
REQUIRED LOCATION INDICATES A PLAT MONUMENT
THAT WILL BE SET WITHIN ONE YEAR FROM THE
RECORDING. DATE OF THIS PLAT. SAID MONUMENTS
SHALL BE 1/2 INCH x 14 INCH GALVANIZED IRON
PIPES MARKED BY R.L.S. NO. 12294.
DRAINAGE AND UTIVTY EASEMENTS
ARE SHOWN THUS:
---119.03--�--
/ S35"0208W
l - S1101S'50-w - BEING 10 FEET IN WIDTH, UNLESS
241.03 I OTHERWISE INDICATED, ADJOINING
RIGHT OF WAY LINES, AS SHOWN
ON THE PLAT.
a k9
/ \
a
/.—OUTLOT B
--MOST NORTHERLY CORNER OF LOT 1, BLOCK 4
SPIRIT OF BRANDTJEN FARM BTH ADDITION
Fj,
5.� 329.00 S00'26'46 -W
q0 E 126.56
/ \\ N89°33'14"W
D 29�°51A,00
°2'39`. `r�sA
^?,^�o� omaoo 4_7247 p88���\\\ /
�'vI80
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360.74 N04°45'04 W 1 / \�_\rkl A A Alrl
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SCALE IN FEET
O 100 200 300
EXHIBIT K
,MES R. HILL. INC.
3
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OUTLOT
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--MOST NORTHERLY CORNER OF LOT 1, BLOCK 4
SPIRIT OF BRANDTJEN FARM BTH ADDITION
Fj,
5.� 329.00 S00'26'46 -W
q0 E 126.56
/ \\ N89°33'14"W
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SCALE IN FEET
O 100 200 300
EXHIBIT K
,MES R. HILL. INC.
3
N
V4
00
Z
0
N00°21'36"W
1115.30
SPIRIT OF BRANDTJEN FARM COMMERCIAL 2ND ADDITION
1306.68
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1 /VI
—A—&— DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER
THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE
0 DENOTES 1/2 INCH MONUMENT FOUND
MARKED WITH LIC. NO. 12294
BEARINGS ARE BASED ON THE NORTH UNE OF OUTLOT B,
DIAMONTE AT SPIRIT OF BRANDTJEN FARM WHICH IS
ASSUMED TO HAVE A BEARING OF N89°41'45"W.
NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE
REQUIRED LOCATION INDICATES A PLAT MONUMENT
THAT WILL BE SET WITHIN ONE YEAR FROM THE
RECORDING DATE OF THIS PLAT. SAID MONUMENTS
SHALL BE 1/2 INCH x 14 INCH GALVANIZED IRON
PIPES MARKED BY R.L.S. NO, 12294.
DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:
BEING 10 FEET IN WIDTH, UNLESS
OTHERWISE INDICATED, ADJOINING
RIGHT OF WAY LINES, AS SHOWN
ON THE PLAT.
a�
SCALE IN FEET
0 100 200 300
MOST NORTHERLY CORNER OF
i LOT 1.BLOCK 4, SPIRIT OF
� 1 \ BRANDTJEN FARM STH ADDITION
, -__ 1IA/+ATf_n
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SPIRIT OF BRANDTJEN FARM COMMERCIAL 2ND ADDITION
DRAINAGE AND UALITY EASEMENTS
ARE SHOWN THUS:
1.2
BEING 10 FEET IN WIDTH, UNLESS
OTHERWISE INDICATED, ADJOINING
RIGHT OF WAY LINES, AS SHOWN
ON THE PLAT.
SCALE IN FEET
0 100 200 300
:6 42' i 'rsbs,$,?Op<,• 4•['so180.006 w
40.00 , 0.00
` 763.4p
OUTLOT M
OUTLOT N
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--` - ` - 1302.53 S00"21'36 -E \`
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—eo— DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER
THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE
• DENOTES 1/2 INCH MONUMENT FOUND
MARKED WITH LIC. NO. 12294
BEARINGS ARE BASED ON THE NORTH LINE OF OUTLOT B,
DIAMONTE AT SPIRIT OF BRANDTJEN FARM WHICH IS
ASSUMED TO HAVE A BEARING OF N89°41'45"W.
NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE
REQUIRED LOCATION INDICATES A PLAT MONUMENT
THAT WILL BE SET WITHIN ONE YEAR FROM THE
RECORDING DATE OF THIS PLAT. SAID MONUMENTS
SHALL BE 1/2 INCH x 14 INCH GALVANIZED IRON
PIPES MARKED BY R.L.S. NO. 12294.
JAMES
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OUTLOT I
-79.41
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;123.56
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—eo— DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER
THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE
• DENOTES 1/2 INCH MONUMENT FOUND
MARKED WITH LIC. NO. 12294
BEARINGS ARE BASED ON THE NORTH LINE OF OUTLOT B,
DIAMONTE AT SPIRIT OF BRANDTJEN FARM WHICH IS
ASSUMED TO HAVE A BEARING OF N89°41'45"W.
NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE
REQUIRED LOCATION INDICATES A PLAT MONUMENT
THAT WILL BE SET WITHIN ONE YEAR FROM THE
RECORDING DATE OF THIS PLAT. SAID MONUMENTS
SHALL BE 1/2 INCH x 14 INCH GALVANIZED IRON
PIPES MARKED BY R.L.S. NO. 12294.
JAMES
Memorandum
City of Lakeville
Public Works- Engineering Division
To: Daryl Morey, Planning Director
From: Alex Jordan, Civil Engineer
McKenzie Cafferty, Environmental Resources Manager
Brett Altergott, Parks and Recreation Director
Copy: Zach Johnson, City Engineer
Dennis Feller, Finance Director
Gene Abbott, Building Official
Date: February 27, 2015
Subject: Spirit of Brandtjen Farm Commercial 2"d Addition
• Preliminary and Final Plat Review
• Final Grading Plan Review
• Utility Plan Review
• Final Erosion Control Plan Review
• Final Tree Preservation Plan Review
BACKGROUND
SBF Development Corporation has submitted a preliminary and final plat named Spirit of
Brandtjen Farm Commercial (SBFC) 2"d Addition. The proposed development is located south
of and adjacent to 160th Street (CSAH 46), east of and adjacent to Elmhurst Lane, north of 170th
Street and west of future Diamond Path (CSAH 33). The parent parcels consists of Outlot F,
Spirit of Brandtjen Farm Commercial 1St Addition; Outlots AA, EE, GG, and TT, Spirit of
Brandtjen Farm; Outlot B, Diamonte at Spirit of Brandtjen Farm; and Outlot C, Spirit of
Brandtjen Farm 6th Addition. The Development is zoned PUD, Planned Unit Development. The
Developer is dedicating 0.12 acres as County right-of-way (CSAH 46).
The preliminary and final plat consists of fifteen (15) outlots. The outlots created with the
preliminary and final plat will have the following uses:
Outlot A: Stormwater management basins and trails; to be deeded to the City (14.19
acres)
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2ND ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 2
Outlot B: Private Irrigation Pumping Building; to be retained by the Developer (0.23
acres)
Outlot C: Future Residential Development; to be retained by the Developer (33.90 acres)
Outlot D: Stormwater management basin; to be deeded to the City (2.72 acres)
Outlot E: Greenway Corridor, pedestrian underpass and trails; to be deeded to the City
(1.07 acres)
Outlot F: Future Residential Development and Future Greenway Corridor; to be retained
by the Developer (36.30 acres)
Outlot G: Future Residential Development and existing wash basin; to be retained by the
Developer (15.13 acres)
Outlot H: Greenway Corridor and existing trails; to be deeded to the City (0.34 acres)
Outlot I: East Lake wetland; to be deeded to the City (3.86 acres)
Outlot J: Trails and open space; to be deeded to the City (1.12 acres)
Outlot K: Future Residential Development and existing wash basin; to be retained by the
Developer (5.42 acres)
Outlot L: Landscaped Median Island in Roundabout; to be retained by the Developer
(0.07 acres)
Outlot M: Future Commercial Development; to be retained by the Developer (5.12 acres)
Outlot N: Future Commercial Development; to be retained by the Developer (12.09acres)
Outlot O: Future Residential Development and existing wash basin; to be retained by the
Developer (16.67 acres)
The proposed development will be completed by:
Developer: SBF Development Corporation
Engineer/Surveyor: James R. Hill, Inc.
SITE CONDITIONS
The site was previously a gravel processing operation. The gravel processing on the parent
parcels has been completed and the site encroachments are in the process of being removed. An
existing office building and parking lot is located along the interior gravel roadways, adjacent to
the gravel processing site on Outlot EE, Spirit of Brandtjen Farm. The Developer requests to leave
the building in place, with plans to maybe utilize it as a future amenity for the Development. All
other site encroachments shall be removed with the final plat improvements, including but not
limited to the parking lot, processing equipment, signs, mailboxes, and outbuildings. A $20,000
security will be required with the final plat for the removal of the site encroachments.
The site has a gently sloped topography predominately downward from north to south. Two
existing wash basins are located within Outlot F, SBFC 1St Addition and Outlot EE, Spirit of
Brandtjen Farm. These basins were constructed for sand processing of the gravel operations, to
be referred to as Nordic 1 and Nordic 2. Several other stormwater management basins exist on
the parent parcels that were constructed to treat the runoff generated from the previously
constructed residential developments.
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2ND ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 3
EASEMENT VACATION
Several public easements currently exist on the parent parcels and will be vacated contingent
upon City Council approval of the final plat:
• 10 -foot wide drainage and utility easement per SBFC 1St Addition plat, located on
Outlot F, SBFC 1`Addition.
• 20 -foot wide drainage and utility easement, per Spirit of Brandtjen Farm plat, located
on Outlots GG, and EE, Spirit of Brandtjen Farm.
• 30 -foot wide drainage and utility easement, per Spirit of Brandtjen Farm plat, Spirit of
Brandtjen Farm 311 Addition plat, Spirit of Brandtjen Farm 7' Addition plat, Spirit of
Brandtjen Farm 1011 Addition plat, and Diamonte at Spirit of Brandtjen Farm plat,
located on Outlot B, Diamonte at Spirit of Brandtjen Farm.
• Drainage and utility easement per Spirit of Brandtjen Farm plat, located within Outlot
AA, Spirit of Brandtjen Farm.
• Temporary public turnaround easement located on Outlot B, Diamonte at Spirit of
Brandtjen Farm. This easement will expire upon approval of the final plat. The
Developer shall dedicate a temporary turnaround easement to replace the easement
to expire for the temporary cul-de-sac constructed within the outlot.
The following easements exist on the parent parcels and will remain with the development
and not be impacted:
• 20 -foot wide public right-of-way, drainage, and utility easement per Doc. No. 1656358.
• 35 -foot wide Metropolitan Council Sanitary Sewer Easement per Doc. No. 1292581.
RIGHT-OF-WAY VACATION
The existing Eagleview Drive terminates just east of Dynamic Drive. The PUD Master Site Plan
identified the location just east of the roadway terminus to include the construction of a
roundabout. The Developer has decided that an intersection at the roundabout location is no
longer feasible, and will extend the roadway through the proposed roundabout location.
Right-of-way for the roundabout on Eagleview Drive was dedicated with the plat of Spirit of
Brandtjen Farm. This right-of-way is no longer required and the Developer requests that it be
vacated with the final plat.
STREET AND SUBDIVISION LAYOUT
160th Street (CSAH 46)
SBFC 2nd Addition is located south of and adjacent to 160th Street, a minor arterial roadway as
identified in the City's Transportation Plan. 1601h Street adjacent to the site is a four lane divided
urban roadway, with a continuous concrete center median island. Dakota County controls the
right-of-way requirements and access locations along 160th Street. The Dakota County Plat
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2"° ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 4
Review Needs Map, dated April 16, 2013, indicates a half right-of-way requirement of 100 -feet
and designates this roadway as a future six -lane divided urban roadway over its entire length
adjacent to the plat. The widening of 160' Street is not identified in the City's or County's current
Capital Improvement Plans. 160' Street is currently constructed within a 200 -foot right-of-way
adjacent to Outlot N, and 185 -foot right-of-way adjacent to Outlots M and G. The Developer is
dedicating additional right-of-way for 160' Street adjacent to Outlots M and G to satisfy the
County's right-of-way requirement. The preliminary plat was reviewed and recommended for
approval by the Dakota County Plat Commission at their January 26, 2015 meeting.
Eastbound right and westbound left turn lanes exist along 160th Street at the proposed Eagleview
Drive intersection, aligning with Elm Creek Lane to the north in Apple Valley. This intersection will
provide a full access for SBFC 2nd Addition, and meets the County's 1/2 mile spacing guidelines for
160th Street. The Developer shall coordinate with Dakota County for any additional improvements
that will be required along 160th Street.
Diamond Path (CSAH 33)
SBFC 2nd Addition is located west of and adjacent to Diamond Path, a future major collector
roadway as identified in the City's Transportation Plan. The Dakota County Road Plat Review
Needs Map identifies Diamond Path as a future four -lane undivided County State Aid
Highway with a'/2 right of way requirement of 60 feet. 80 -feet of right-of-way for Diamond
Path adjacent to the plat was dedicated with the Diamonte at Spirit of Brandtjen Farm plat.
The additional right-of-way required for Diamond Path will be provided on the adjacent
property located in Empire Township. No additional right-of-way is required at this time.
The construction of Diamond Path is not identified in the City's or County's current Capital
Improvement Plans.
Eagleview Drive
Development of SBFC 2nd Addition includes the construction of Eagleview Drive, a minor
collector roadway as identified in the City's Transportation Plan. The proposed construction of
Eagleview Drive will connect the existing roadway terminus to 160th Street.
The roadway design and right-of-way for Eagleview Drive varies over its entire length as
follows:
• 100 -feet of right-of-way from 160th Street to just south of the 162nd Street intersection.
Designed as a divided urban roadway with one 16 -foot lane in each direction and a
continuous concrete center median. 5 -foot wide concrete sidewalks will be
constructed along both sides of the street, with the exception of an 8 -foot wide
concrete sidewalk along the west side from 160th Street to 162nd Street. The design of
Eagleview Drive includes the construction of dedicated left and right turn lanes at the
intersection with 1601h Street. In addition, median openings and curb radii will be
constructed at the proposed locations for future intersections, meeting the City's
spacing guidelines.
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2ND ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 5
• 70 -feet of right-of-way from just south of the 162nd Street intersection to the location
of the future greenway corridor. Designed as a 31 -foot wide undivided urban roadway
with 5 -foot wide concrete sidewalks along both sides of the street. The Developer shall
design Eagleview Drive to a 36 -foot wide undivided roadway, prior to City Council
consideration of the final plat.
• 130 -feet of right-of-way from the future location of the greenway corridor to the
existing terminus. Designed as a divided urban roadway with one 16 -foot lane in each
direction and a continuous landscaped center median. The median width varies from
10 -feet to 50 -feet along this segment to allow for a unique landscaped design for the
transition between residential and commercial development. 5 -foot wide concrete
sidewalks will be constructed along both sides of the street. Median openings and
curb radii will be constructed at the proposed locations for future intersections,
meeting the City's spacing guidelines.
The 50 -foot wide landscaped median will provide a limited sight distance for drivers entering
or existing Eagleview Drive. The Developer is required to provide the required sight distance
and therefore will adjust the landscaping in the median to meet this requirement. In addition,
street signage consisting of one way and yield signs may be required to maintain safe traffic
along this roadway. The street signage will be further reviewed with the final construction
plans.
162nd Street
Development of SBFC 2nd Addition includes the construction and extension of 162nd Street, a
minor collector commercial roadway as identified in the City's Transportation Plan. 162nd
Street is being constructed with the SBFC 1 It
Addition improvements and is designed as a 44 -
foot wide two-lane urban roadway, within 80 -feet of right-of-way. A portion of 162nd Street is
divided by a concrete median island, while west of the intersection with Eagleview Drive will
include a striped continuous center to center left turn lane. 8 -foot wide concrete sidewalks
will be installed along the north side of the street adjacent to the future commercial
development and a 5 -foot wide concrete sidewalk will be installed along the south side
adjacent to the future residential development.
162n1 Street will provide a connection to Eagleview Drive and Elmhurst Lane and will be
extended east in the future to provide a collector roadway to the future residential
development. Future street extension signs and barricades shall be installed at the terminus
of 162nd Street, until it is extended in the future.
Eagleview Drive/162nd Street Intersection
Development of SBFC 2nd Addition includes the construction of a single lane roundabout at
the intersection of Eagleview Drive and 162nd Street. The roundabout construction includes a
landscaped median island that will be privately owned and maintained within Outlot L, SBFC
2nd Addition. The roundabout design shall be reviewed by the City's traffic engineering
consultant prior to approval of the final construction plans and shall be paid for 100% by the
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2ND ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 6
Developer. 5 -foot wide concrete sidewalks will be installed circulating the roundabout, with
pedestrian curb ramps installed within the median islands.
CONSTRUCTION ACCESS
Construction traffic access and egress for grading, utility and street construction for SBFC 2nd
Addition shall be restricted to Eagleview Drive by way of 160th Street.
PARKS, TRAILS AND SIDEWALKS
Development of SBFC 2nd Addition includes the construction of public sidewalks and trails. 5 -
foot wide concrete sidewalks will be constructed along both sides of the collector roads
within the development. 8 -foot wide concrete sidewalks will be constructed along the north
side of 162nd Street and along the west side of Eagleview Drive, north of 162nd Street, adjacent
to the future commercial development parcels.
The Parks, Trails and Open Space Plan identifies the area of the parent parcels as a location for
a future greenway corridor and trail system. The greenway corridor will follow the alignment
of the existing Metropolitan Council Sanitary Sewer easement, extending from the existing
trail located north of East Lake. The Developer proposes to construct a portion of this
greenway corridor trail, which includes the construction of trails and a 10 -foot by 12 -foot
pedestrian underpass under Eagleview Drive. The pedestrian underpass will allow for a
continuous extension of the existing greenway corridor to the northeast, connecting to the
existing corridor in the Cobblestone Lake development in Apple Valley. The Developer will
construct bituminous trails within Outlots E, H, and J to provide connections to the greenway
corridor from an existing trail network within Spirit of Brandtjen Farm. In addition, the
Developer shall pave the existing gravel trails located within Outlot J, SBFC 2nd Addition and
Outlots VV and XX, Spirit of Brandtjen Farm. The City will credit the Developer's cash fees the
cost of the bituminous pavement and aggregate base for the public trail construction with
the final plat, estimated as follows:
(325 tons X $91.30/ton) +(13,750 tons X $16.50/ton) = $52,360.00
Bituminous Trail Bituminous Unit Cost Aggregate Base for Trail Aggregate Base Unit Total Credit to the
Quantity (tons) Quantity Cost Developer's Park Dedication
Requirement
The private trails within the City -owned Outlot E that will be publicly accessible, and privately
maintained by the homeowners association. The City will grant the Developer an access
easement within Outlot E for maintenance purposes.
The pedestrian underpass will be subject to issuance of a building permit and the City's
Building Official must approve the plans. The pedestrian underpass must meet all MnDOT
requirements. A registered structural engineer must design the pedestrian underpass and
certify the inspection and installation. The Developer shall pay for and install the pedestrian
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2N° ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 7
underpass. The City will reimburse the Developer the cost of the pedestrian underpass, to be
determined prior to final plat consideration, when the following conditions have been met:
• The City has inspected and accepted the pedestrian underpass improvements.
• Dakota County has provided the City with the full amount of the agreed upon
reimbursement of the pedestrian underpass installation.
The Parks, Trails, and Open Space Plan also identifies a 10 -foot wide bituminous trail along the
south side of 160th Street adjacent to the development. The trail will be constructed at the
time that Outlots N, M, and G are final platted into lots and blocks.
The Park Dedication fee has not been collected on the parent parcels and will be satisfied
through a cash contribution that must be paid with the final plat. The Park Dedication fee for
commercial areas in SBF is $5,400 per acre, consistent with the SBF Master PUD Agreement.
The park dedication requirement is calculated as follows:
Total Area of the SBFC 2nd Addition Preliminary
Plat
157.98
acres
Less:
County Road Right -of -Way (CSAH 46)
-0.12
acres
Outlots A, C, D, E, F, G, H, I, J, K, M, N, O
-147.95
acres
ROW Adjacent to Residential Development
-7.59
acres
Park Dedication Area
2.36
acres
The area within the plat that will be commercial development will be along the north side of
162nd Street and east and west side of Eagleview Drive. The $5,400/acre commercial park
dedication rate will be applied to the right-of-way area dedicated for these street segments,
estimated as follows:
2.36 acres X $5,400/acre = $12,744.00
Eagleview Drive and 162"' Street Commercial Park Dedication Rate Total
1/2 Right -of -Way
The Park Dedication Fee and cash escrow for trail construction costs along 160th Street will be
required at the time the outlots are final platted into lots and blocks at a rate consistent with
the Master PUD Agreement.
UTILITIES
SANITARY SEWER:
SBFC 2nd Addition is located within sub -district NC -20060 of the North Creek sanitary sewer
district as identified in the City's Comprehensive Sewer plan. No wastewater will be generated
with the development of SBFC 2nd Addition.
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2N0 ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 8
The Comprehensive Sewer Plan identifies the construction of 10 -inch sanitary sewer,
extending from existing 33 -inch Metropolitan Council trunk sanitary sewer. The Developer
will construct 10 -inch sanitary sewer from the trunk sewer along Eagleview Drive to the
intersection with 16211 Street, consistent with the Comprehensive Plan. The Developer will
receive a credit for the over -sizing of sanitary sewer from 8 -inch to 10 -inch within Eagleview
Drive. The credit will be applied to the Developer's cash requirements with the final plat and
is estimated as follows:
1,823 LF x $2.55 = $4,647.46
Quantity of 10 -inch sanitary sewer within Eagleview Drive Oversizing Cost Total
8 -inch sanitary sewer will be extended to the north of 162nd Street and west of Eagleview
Drive to serve the future commercial and residential development. The 8 -inch sanitary sewer
that will be extended to the west will provide service to the outlots platted with SBCF 151
Addition. The portion of sanitary sewer within SBFC 1st Addition will be constructed once the
sanitary sewer is extended from the south within SBFC 2nd Addition.
Public 8 -inch sanitary sewer will be extended to the outlots platted with SBFC 2nd addition to
provide service to the future residential and commercial development areas. The extension of
the services to the outlots is allowed to reduce the construction impacts of excavating the
roadway to install services in the future. The public sanitary sewer on the outlots will be
located within temporary drainage and utility easements.
The Sanitary Sewer Availability Charge has not been collected on the parent parcels and must
be paid at the time the outlots are final platted into lots and blocks, at the rate in effect at the
time of final plat approval.
WATERMAINI
12 -inch watermain is being installed along 162nd Street to the west plat boundary of SBFC 2nd
Addition with the SBFC 11t Addition improvements. The City's Comprehensive Water Plan
identifies 12 -inch trunk watermain to be constructed along 162nd Street to Eagleview Drive,
and along Eagleview Drive from 162nd Street south to the 12 -inch watermain located at the
existing terminus of the road. The Developer will construct the trunk watermain, in
accordance with the Comprehensive Water Plan. The Developer will receive a credit for the
trunk watermain oversizing from 8 -inch to 12 -inch that is not adjacent to commercial
development. The credit will be applied to the Developer cash requirements with the final
plat and is estimated as follows:
2877 LF x $17.43 = $50,146.11
Quantity of 12 -inch watermain within Eagleview Drive Oversizing Cost Total
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2ND ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 9
Public 8 -inch watermain will be extended to the outlots platted with SBFC 2"d addition to
provide service to the future residential and commercial development areas. The extension of
the services to the outlots is allowed to reduce the construction impacts of excavating the
roadway to install services in the future. The public watermain on the outlots will be located
within temporary drainage and utility easements.
The proposed sanitary sewer and watermain layout is in accordance with the City's
Comprehensive Sewer and Water Plan. Final locations and sizes of all sanitary sewer and
watermain facilities shall be reviewed by City staff with the final construction plans.
OVERHEAD LINES
An overhead power line and poles are located on the parent parcels extending from 160th
Street along the proposed Eagleview Drive to provide power to the existing building and
gravel processing operation. Consistent with City policy, the overhead power lines and poles
that serve the existing building shall be buried or removed with the Development of SBFC 2"d
Addition. These lines shall be removed or buried as they conflict with the roadway
improvements. A $10,000 security will be required with the final plat for the removal of the
overhead utilities. All other overhead lines located on outlots in the development will be
required to be buried as the outlots are final platted into lots and blocks.
DRAINAGE AND GRADING
BACKGROUND
Spirit of Brandtjen Farm (SBF) is a planned unit development of which development began in
2005. The proposed development encompasses nearly all of the north half of Section 1,
Township 114 Range 20 and a substantial portion of the south half of said section. The initial
stormwater modeling and drainage plan for SBF, located on the south half of Section 1, was
prepared by Westwood Professional Services. The original design consisted of a main basin,
Spirit, surrounded by six National Urban Runoff Program (NURP) basins.
The Spirit basin design did not include a gravity outlet other than infiltration. A system of
pumps was incorporated into the design to serve three functions: 1) Irrigation supply, 2)
Recirculation for water features, and 3) Drawdown, if needed. During 2008, a decision was
made to not construct the recirculation features. As a result, the proposed pumping station
was not constructed, however, the pump station draw intake line was.
As development has continued, Spirit basin appears to have adequately infiltrated all runoff
from the development without the presence of the pumping system.
A gravel processing area has been in operation on the north half of Section 1 in excess of forty
years. As part of gravel operations years ago, two basins were constructed as wash basins for
sand processing. The operational need for these basins ended approximately five years ago
and a reclamation plan was prepared for the gravel processing area. As part of the
reclamation plan, the two existing basins were measured and quantified, and incorporated
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2ND ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 10
into the reclamation plan with intended use as stormwater management basins. These two
basins are referred to as Nordic 1 (westerly basin) and Nordic 2 (easterly basin).
PROPOSED STORMWATER MANAGEMENT PLAN
SBFC 2nd Addition is located within the North Creek drainage district as identified in the City's
Water Resources Management Plan. The plat is located within sub -districts NC -9B, NC -10, NC -
11 A, NC -11 C, NC -1 3,NC-1 4A, and NC-14B.The North Creek Stormwater District management
plan identifies a regional basin, NC -14-1, in this area. Nordic 1 and Nordic 2 basins are
intended to fulfill the intent of Basin NC -14-1.
The proposed stormwater management plan is a regional plan that connects the new SBF
commercial areas with the existing SBF residential phases and discharges to the existing Spirit
basin system. A major component of the proposed stormwater management system will be
the installation of a trunk irrigation system to serve green spaces and landscaped areas
throughout the SBF development. A portion of the SBF development is currently being
irrigated with the public potable system but will be converted over to the proposed
stormwater management system. The source for the irrigation system will be Spirit basin. The
Developer will construct a privately owned and maintained irrigation pumping building on
Outlot B, connecting to the existing pump station draw line. The Developer will install a 10 -
inch private forcemain from the pumping building adjacent to Eagleview Drive and 162nd
Street, on private property. This forcemain will be privately owned and maintained. An
encroachment agreement will be required for the construction of the forcemain on any City
owned property. The agreement must be finalized prior to construction of the private utilities.
The proposed stormwater management system for SBFC 2nd Addition will collect a portion of
runoff generated from 162nd street in the trunk storm sewer system that will then outlet to
two in-line temporary sedimentation basins which will provide pre-treatment and infiltration
prior to discharging to Nordic 1. The construction of the two temporary sedimentation basins
will occur as part of the SBFC 1 st Addition improvements. The temporary sedimentation basins
will be located within a temporary drainage and utility easement.
The majority of the runoff from SBFC 2nd Addition will collect within the trunk storm sewer
system and discharge to Nordic 1. The Developer is proposing to cross connect Nordic 1 and
Nordic 2 to equalize the water surfaces of the two basins, then outlet Nordic 2 to an existing
stormwater basin in Outlot D, which outlets to Spirit basin. The intent of the two Nordic basin
outlet controls is to capture and retain as much runoff as possible and control the discharge
to Spirit basin for irrigation uses. Nordic 1 basin will also have a secondary outlet to East Lake.
As part of the Spirit of Brandtjen Farm improvements, an outlet from East Lake was partially
constructed, allowing East Lake to discharge to the downstream stormwater management
basins, to be used as irrigation. The Developer shall remove this outlet with the SBFC 2nd
Addition improvements, as discharging a public and impaired water to the public stormwater
management system is not permitted.
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2ND ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 11
An as -built certified grading plan will be required within 30 -days of final stabilization of the
disturbed areas to verify that the basins were constructed in accordance with the final
grading plan.
The final grading plan must indicate any proposed borrow areas. Any borrow area locations
must be approved by the City Engineer prior to the commencement of the borrow activity.
A National Pollution Discharge Elimination System General Stormwater Permit for
construction activity is required by the Minnesota Pollution Control Agency for areas
exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit
Coverage must be submitted to the City upon receipt from the MPCA.
STORM SEWER
Development of SBFC 2nd Addition includes the construction of a public storm sewer system.
Storm sewer will be installed to collect and convey stormwater runoff generated from the
streets and open space within the development. The constructed public storm sewer will be
located within public right-of-way and/or temporary public drainage and utility easements
until the outlots are final platted into lots and blocks. The storm sewer will convey the runoff
to the stormwater management basins within the development.
The Trunk Storm Sewer Area Charge has not been collected on the parent parcels and shall be
paid with the final plat and is calculated as follows:
Gross Area of the SBFC 2nd Addition Final Plat
6,881,739.00 s.f.
Less Area of County Road Right -of -Way (CSAH 46) (-) 5,080.00 s.f.
Less Area of Outlots A, C, D, E, F, G, H, I, J, K, M, N, O (-) 6,443,127.00 s.f.
Total Area required to pay Trunk Storm Sewer Area Charge = 433,532.00 s.f.
The area within the plat that will be commercial development will be along the north side of
162nd Street and west side of Eagleview Drive, north of 162nd Street. The $0.250/s.f.
commercial Trunk Storm Sewer Area Charge will be applied to 1/2 of the right-of-way area
dedicated for these street segments. The remaining Trunk Storm Sewer Area Charge will be
collected at the single family residential rate, calculated as follows:
(37,500 s.f.
162"d Street 1/2 Right -of -Way
+65,600 s.f.)
Eagleview Drive 1/2 Right -of -Way
X $0.25/s.f.
Commercial Trunk Storm Sewer
Area Charge
(433,532.00 s.f. -103,100 s.f.) X $0.178 /s.f.
Trunk Storm Sewer Area Required 162nd Street/Eagleview Drive Single Family Trunk Storm Sewer Area
1/2 Right -of -Way Charge
_ $25,775.00
Total
_ $58,816.90
Total
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2N° ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 12
$25,775.00 +$58,816.90 = $84,591.90
Commercial Trunk Storm Sewer Area Single Family Trunk Storm Sewer Area Trunk Storm Sewer Area Charge due with the
final plat
The Trunk Storm Sewer Area Charge for the outlots within the Development will be collected
at the time they are final platted into lots and blocks, at the rate in effect at the time of final
plat.
The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlots
H, I, J and the portion of Outlot D that was not previously deeded to the City, consistent with
City policy. The credit is based on the area of the outlots and is calculated at the rate of
$5,500.00 per acre, and will be applied to the SBFC 2nd Addition final plat cash fees. The credit
is calculated as follows:
6.49 acres x $5,500/acre = $35,695.00
Total Area of Outlots H, I, J and the portion of D not Per Acre Credit Total
previously deeded to the City.
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final
construction plans.
FEMA FLOODPLAIN ANALYSIS
Several parent parcels (Outlots EE and GG, Spirit of Brandtjen Farm and Outlot F, SBFC 1 st
Addition) are located within areas shown on the Flood Insurance Rate Map (FIRM) as Zones AE
and A, Floodway and Flood Fringe respectively. Based on this designation, a portion of the
Development is located within a Special Flood Hazard Area (SFHA), as determined by FEMA.
The Developer is proposing to construct roadway, trail, and utility improvements within the
Floodway and Floodplain Districts, both allowed per Zoning Ordinance Section 11-101-11.
The Developer shall be responsible for any requirements deemed necessary for construction
of the streets and utilities within the Floodway or Flood Fringe Districts, including but not
limited to obtaining a CLOM-R. The Developer shall provide a security for the Floodway and
Flood Fringe mitigation requirements, to be calculated with the final plat.
The remaining area of SBFC 2nd Addition is shown on the Flood Insurance Rate Map (FIRM) as
Zone X by the Federal Emergency Management Agency (FEMA).
WETLANDS
There are no wetlands within the project area.
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2ND ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 13
TREE PRESERVATION
There are no significant trees within the project area.
EROSION CONTROL
An erosion control plan has been submitted and includes the following:
• A single rock construction entrance.
• A seed and mulch specification that meets City requirements.
• Inlet protection on all storm sewer structures.
• All 3:1 slopes must be seeded and stabilized with fiber blanket.
• All streets shall be cleared of debris at the end of each day. Street sweeping shall
be done weekly or more often as needed. All streets shall be maintained to
provide safe driving conditions.
Silt fence must be installed adjacent to all stormwater basin slopes and slopes adjacent to
wetland areas. Temporary rock check must be installed in high flow areas. The Developer
shall install and maintain any additional erosion control measures deemed necessary during
construction by City staff or the Dakota County Soil and Water Conservation District.
SECURITIES
The Developer shall provide a Letter of Credit as security for the Developer -installed
improvements relating to SBFC 2nd Addition. Construction costs are based upon estimates
submitted by the Developer's engineer on February 25, 2015.
CONSTRUCTION COSTS
Sanitary Sewer
Watermain
Storm Sewer
Street Construction
Erosion Control, Stormwater and Infiltration Basins,
Restoration, Grading and Grading Certification
SUBTOTAL - CONSTRUCTION COSTS
OTHER COSTS
Developer's Design (6.0%)
Developer's Construction Survey (2.5%)
City's Legal Expense (0.5%)
City Construction Observation (7.0%)
Developer's Record Drawing (0.5%)
$ 315,266.51
249,667.93
440,545.57
1,070,515.30
221,434.86
$ 2,297,430.17
$ 150,580.75
62,741.98
12,548.40
175,677.54
12,548.40
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2ND ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 14
Remove Overhead Utilities
Remove Site Encroachments
Street Lights
Landscaping
Lot Corners/Iron Monuments
Floodway/Flood Fringe Mitigation
SUBTOTAL - OTHER COSTS
TOTAL PROJECT SECURITY
10,000.00
20,000.00
31,800.00
TBC w/ Final Plat
1,500.00
TBC w/ Final Plat
$477,397.07
$ 2,774,827.224
The street light security totals $31,800 which consists of fifteen mast -arm street lights at
$1,400 each and 9 decorative post tops at $1,200 each.
The Developer shall post a security to ensure the final placement of iron monuments at
property corners with the final plat. The security is $100.00 per lot and outlot for a total of
$1,500. The City shall hold this security until the Developer's Land Surveyor certifies that all
irons have been placed following site grading, street and utility construction.
CASH FEES
A cash fee for traffic control signs is due with SBFC 2nd Addition. The street signing consists of
the following:
SBFC 2ND ADDITION SIGN TOTALS
Sign Type
Quantit
Unit Cost
Total Cost
Speed Limit Signs
3
$225.00
$675.00
9 Button Delineators
27
$100.00
2,700.00
Future Thru Street Signs
7
$75.00
525.00
Keep Right Symbols
12
$275.00
3,300.00
Roundabout w/ Speed Placards
3
$375.00
1,125.00
Pedestrian Advance Warning
3
$375.00
1,125.00
Pedestrian Crossing w/ Arrow
8
$375.00
3,000.00
One Way w/ Arrow
4
$250.00
1,000.00
Stop Ahead Symbol
1
$275.00
275.00
Yield
3
$275.00
825.00
TOTAL
$14,550.00
If the street signs are installed during frost conditions, the developer shall pay an additional
$150.00 for each street sign location.
A cash fee for one-year of streetlight operating expenses for SBFC 2nd Addition shall be paid
with the final plat. Consistent with City policy, the streetlight operating fee is based on
commercial development as to provide a more comparable rate to the anticipated usage. The
cash fee is calculated as follows:
SPIRIT OF BRANDTJEN FARMS COMMERCIAL 2ND ADDITION PRELIMINARY AND FINAL PLAT
FEBRUARY 27, 2015
PAGE 15
4550 f.f. x $0.2277/f.f./qtr. x 4 qtrs. = $4,144.14
162"d Street and Eagleview Drive Streetlight Operating Fee Total
Frontage
A cash fee for the preparation of record construction drawings and for upgrading the City
base map shall be paid at the time of final plat approval and is calculated as follows:
15 x $75.00/unit = $1,125.00
Lots/Outlots City Base Map Updating Fee Total
The Developer shall submit the final plat and construction drawings in an electronic format.
The electronic format shall be in either .dwg (AutoCAD) or .dxf format.
The Developer shall also pay a cash fee for City Engineering Administration. The fee for City
Engineering Administration will be based on three percent (3.00%) of the estimated
construction cost, or $75,290.37.
CASH REQUIREMENTS
Park Dedication Fee
$ 12,744.00
Trunk Storm Sewer Area Charge
84,591.90
Traffic Control Signs
14,550.00
Streetlight Operating Fee
4,144.14
City Base Map Updating Fee
1,125.00
City Engineering Administration (3.00%)
75,290.37
SUBTOTAL CASH REQUIREMENTS
$192,445.41
CREDITS TO THE CASH REQUIREMENTS
Trunk Watermain Oversizing (Trunk Water Fund)*
$ 50,146.11
Trunk Sanitary Sewer Oversizing *
4,647.6
Outlots D, H, I, J (Deeded to the City) (Trunk Storm Sewer)
35,695.00
Bituminous Trail Cost (Park Dedication)*
52,360.00
SUBTOTAL - CREDITS TO THE CASH REQUIREMENTS*
_ $142,848.57
TOTAL CASH REQUIREMENTS*
$49,596.84
*The cash requirements are estimated totals and will be finalized prior to recording of the
final plat mylars.
RECOMMENDATION
Engineering recommends approval of the SBFC 2nd Addition preliminary and final plat,
grading plan, utility plan, erosion control plan, and tree preservation plan subject to the
requirements and stipulations of this report.