HomeMy WebLinkAbout09/10/2014 P&Z PacketCITY OF LINO LAKES
PLANNING & ZONING BOARD MEETING
Wednesday, September 10, 2014
6:30 p.m.
Council Chambers
Please be courteous and turn off all electronic devices during the meeting.
ACF.NnA
1. CALL TO ORDER AND ROLL CALL
2. APPROVAL OF AGENDA
3. APPROVAL OF MINUTES: August 13, 2014
4. OPEN MIKE
5. ACTION ITEMS
A. Final Plat for NorthPointe 2nd Addition
B. Final Plat for Isabell Estates
6. DISCUSSION ITEMS
A. Zoning Ordinance Re -numeration Codification
B. Project Updates
7. ADJOURN
Meeting guidelines on reverse side.
City of Lino Lakes Planning & Zoning Board
MEETING GUIDELINES
Open Mike — The purpose of a Board Meeting is to accomplish the business of the city.
When presenting at a meeting please remember to be respectful, and follow these
guidelines:
• Please address the meeting chair.
• State your name and address for the record.
• Please observe a 4-minute limit.
• The topic must relate to city business.
• Open Mike is for items not on the agenda.
• A spokesperson must represent a group of five or more — groups will have 8 minutes.
• The Presiding Officer may limit duplicative presentations.
• Remember, the meeting is to discuss city business only.
Public Hearing - Held as a separate item of business on the agenda. The public hearing
segment is your opportunity to tell the Board how you feel about issues scheduled to be
heard. Typically, a hearing follows these steps:
• The Presiding Officer (Chair or Vice -Chair) will announce the proposal to be reviewed and
ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all
meetings.
• Staff will present their report on the proposal.
• Board members will then ask City Staff questions about the proposal.
• The Presiding Officer will then open up the public hearing for anyone present who wishes to
comment on the proposal. This is the time for the public to make comments or ask questions
about the proposal.
Comments should be limited to four (4) minutes unless further time is granted by the
Presiding Officer. All comments should be directed to the Board as a body and not to any
individual Board Member or City Staff Member unless permission is granted by the Presiding
Officer. No person shall be permitted to enter into any discussion, either directly or through a
member of the Board without the permission of the Presiding Officer.
• After everyone in the audience wishing to speak has given his/her comments, the Presiding
Officer shall close the public hearing.
• The Board will then discuss the proposal. No further public comments are allowed.
• The Board will then make a recommendation(s) and/or a decision.
When you are called upon for your comments, please step to the microphone at the
podium and state your name and address for the record.
Occasionally, the Board may continue a hearing to another meeting before taking action.
Meeting Etiquette
The Planning & Zoning Board must preserve order and decorum while the meeting
is in session. A resident shall not, by conversation or otherwise, delay or interrupt
the proceedings or the business of the Board, nor disturb any resident or Board
Member while speaking or refuse to obey the orders of the Board.
CITY OF LINO LAKES
PLANNING & ZONING BOARD MINUTES
DATE
: August 13, 2014
TIME STARTED
: 6:30 P.M.
TIME ENDED
: 6:50 P.M.
MEMBERS PRESENT
: Neil Evenson, Michael Hyden (Vice Chair), Perry
Laden, Lou Masonick, Michael Root, Paul Tralle
(Chair)
MEMBERS ABSENT
: None
STAFF PRESENT
: Katie Larsen, Michael Grochala, Diane Hankee
1. CALL TO ORDER AND ROLL CALL:
Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:30
p.m. on August 13, 2014.
2. APROVAL OF AGENDA y
The Agenda was approved as presented.
3. APPROVAL OF MINUTES:
July 9, 2014
Mr. Hyden made a MOTION to approve the July 9, 2014 Meeting Minutes. Motion was
supported by Mr. Masonick. Motion carried 5 - 0. (Tralle abstained.)
4. OPEN MIKE
Chair Tralle declared Open Mike at 6:32 p.m.
There was no one present for Open Mike.
Mr. Hyden made a MOTION to close Open Mike at 6:33 p.m. Motion was supported by
Mr. Evenson. Motion carried 5 - 0. (Tralle abstained.)
5. ACTION ITEMS
DRAFT MINUTES
Planning & Zoning Board
August 13, 2014
Page 2
A. Final Plat for Talan Ridge
Katie Larsen, City Planner, presented the staff report. Staff recommended approval of
the Final Plat for Talan Ridge.
Mr. Masonick made a MOTION to recommend approval of the Final Plat for Talan
Ridge. Motion was supported by Mr. Evenson. Motion carried 5-0. (Tralle abstained.)
B. CONTINUED PUBLIC HEARING to consider amending sections of Chapter
1010 of the City Code relating to the regulation of signs
Michael Grochala, Community Development Director, presented the proposed code
amendments.
Mr. Hyden made a MOTION to close the Public Hearing. Motion was supported by Mr.
Evenson. Motion carried 5-0. (Tralle abstained.)
Mr. Masonick made a MOTION to recommend approval of amendments to City Code
Chapter 1010 relating to signs. Motion was supported by Mr. Evenson. Motion carried
5-0. (Tralle abstained.)
6. DISCUSSION ITEMS
A. Proiect Updates
Katie Larsen, City Planner, provided an update of current city projects.
7. ADJOURNMENT
Mr. Hyden made a MOTION to adjourn the meeting at 6:50 p.m. Motion was supported
by Mr. Evenson. Motion carried 5 - 0. (Tralle abstained.)
Respectfully submitted,
Dawn Bugge
Community Development Assistant
DRAFT MINUTES
PLANNING & ZONING BOARD
AGENDA ITEM 5A
STAFF ORIGINATOR:
P & Z MEETING DATE
REQUEST:
CASE NUMBER:
APPLICANT:
REVIEW DEADLINE:
Katie Larsen, City Planner
September 10, 2014
NorthPointe 2nd Addition
1. Final Plat
FP2014-005
Tony Emmerich Construction, Inc.
Attn: Larry Olson
1875 Station Parkway NW
Andover, MN 55304
Complete Application Date:
August 11, 2014
60-Day Review Deadline:
October 10, 2014
120-Day Review Deadline:
December 9, 2014
Environmental Board Meeting:
NA
Park Board Meeting:
NA
Planning & Zoning Board Meeting:
September 10, 2014
Tentative City Council Work Session:
September 22, 2014
Tentative City Council Meeting:
September 22, 2014
BACKGROUND
NorthPointe is a PUD residential subdivision located northeast of the intersection of
Birch Street and 20th Avenue South (CSAH 54). The preliminary plat is 94.09 gross acres
and consists of a residential density mix of single family lots and an 88 unit senior multi-
family residence. The following is a breakdown of unit development:
• 216 Single Family Units (215 new lots + 1 existing home)
• 11 Future Single Family Units (future development of existing home)
• 88 unit multi -family
0 315 TOTAL UNITS
The applicant has submitted a land use application for final plat of NorthPointe 2nd
Addition.
The City Council approved the NorthPointe PUD Final Plan with Resolution No. 14-47
on June 23, 2014. The revised PUD Final Plan Set is dated August 1, 2014 and prepared
by Carlson McCain.
ANALYSIS
Subdivision Ordinance
Conformity with the Comprehensive Plan and Zoning Code
The final plat has been reviewed for compliance with the comprehensive plan, zoning and
subdivision ordinance. The proposed development is not considered premature and meets
the performance standards of the subdivision and zoning ordinance. The final plat is
consistent with the PUD Development Stage Plan/Preliminary Plat, Final Plan and
phasing plan. The only slight modification from the preliminary plat is the extension of
Butternut Street right-of-way to the westerly boundary of Outlot C. The width of Lot 1,
Block 2 will also be slightly increased.
Blocks and Lots
The final plat for NorthPointe 2nd Addition creates 40 lots and 3 outlots. Outlots A and C
are for stormwater management and future right-of-way. Outlot B is for future
development, stormwater management and wetland protection areas.
Easements
Standard drainage and utility easements are being dedicated on individual lots and over
stormwater drainage areas. Drainage and utility easements have also been previously
dedicated over the watermain and sanitary sewer utility extending north along Palm
Street and 21s' Avenue South to Cedar Street.
Public Land Dedication and Fees
The City will require a combination of land dedication and cash in lieu of land for the
entire NorthPointe development. Phases I, II, IV and Outlot B (age -restricted multi-
family complex) will pay straight park dedication fees per unit at the time of each final
plat. Phase III will dedicate 5.04 acres of parkland, credit trail construction costs and
collect any remaining cash balance associated with Phase III.
NorthPointe 2nd 1!! Addition
40 lots x $2,500 = $100,000
W
Zoning
NorthPointe 2nd Addition is zoned PUD-Planned Unit Development as approved by the
City Council with Ordinance 02-14.
Comprehensive Plan
The final plat is in compliance with the Comprehensive Plan in terms of the Resource
Management System, Land Use Plan, Housing Plan, and Transportation Plan.
Alternative Urban Areawide Review (AUAR)
The project site is within the 2005 I-35E Corridor AUAR and is subject to the AUAR
mitigation plan. The NorthPointe PUD Development Stage Plan/Preliminary Plat is
consistent with development Scenario 1 for residential medium density and complies
with the mitigation plan in regards to wetlands, water use, erosion and sedimentation,
surface water runoff, wastewater and transportation. The final plat for NorthPointe 2nd
Addition is also consistent with these plans.
Floodplain
There is no floodplain within the final plat for NorthPointe 2" Addition.
Development Contract
A Development Contract shall be drafted by the City, executed by the City and the
developer and recorded by the developer.
Stormwater Maintenance Agreement
A Maintenance Agreement for Stormwater Management Facilities was approved by the
City Council on August 11, 2014 with Resolution No. 14-87 for the entire NorthPointe
development.
RECOMMENDATION
Staff recommends approval of the NorthPointe 2nd Addition final plat subject to the
following conditions:
1. All comments from City Engineer letter dated September 4, 2014 shall be
addressed.
2. Outlots A and C of the NorthPointe 2nd Addition shall be deeded to the City.
3. The developer shall prepare the deeds for Outlot A and C and submit to the City
for review and approval.
4. A Development Contract shall be drafted by the City, executed by the City and
the developer and recorded by the developer.
5. One full size copy of the revised final plat shall be submitted to the City.
6. One electronic copy of the revised final plat shall be submitted to the City.
7. One CAD file of the revised final plat shall be submitted to the City.
8. The following revisions are required to the final plat:
a. City of Blaine in upper right corner shall be revised to City of Lino Lakes.
b. 21st Street South shall be revised to 21" Avenue South.
i. As noted within right-of-way
ii. As noted in Detail A
c. A drainage and utility easement shall be dedicated over Outlot A.
d. The right-of-way of Butternut Street shall extend to the westerly boundary
of Outlot C.
9. A revised Excel spreadsheet lot summary for blocks, lots and outlots shall be
submitted.
ATTACHMENTS
1. Site Location Map
2. Aerial Map
3. City Engineer letter dated September 4, 2014
4. Final Plat, NorthPointe 2nd Addition
2
N 0 200 400 800 1,200 1,600
W E
Aerial Map Feet
�`, ''
dNY KE F NorthPointe s.
■
IWVB
� A.%soc� engineering • planning • environmental • construction
Memorandum
To: Katie Larsen, City Planner
From: Diane Hankee, PE, City Engineer
Date: September 4, 2014
Re: Northpointe 2"d Addition Final Plat Review
WSB Project No. 2029-650
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
The Northpointe 2nd Addition final plat dated August 11, 2014 was reviewed and the following
are our comments:
1. Outlot A is to include a Drainage and Utilities Easement as it will be a stormwater ponding
site.
2. 21st Avenue South shall be labeled correctly on all documents.
3. Butternut Street shall be platted directly to the west and line up with Butternut Street on the
east side. Lot 1 can become larger. The remainder of the parcel to the north shall be Outlot
C.
4. Some Drainage and Utility easements are shown on the 2nd Addition plat and some are not.
Please provide consistency.
5. At the intersection of 2 1 " Avenue South and Palm Street a temporary easement shall be
recorded for roadway construction with a sunset date.
6. The developer is to provide the City will copies of the following permits:
a. MDH - Watermain
b. MPCA-Sanitary Extension and NPDES
c. MCES — Sanitary Connection
d. Ecel Energy — Work in Easement
e. RCWD -Surface Water
St. Cloud • Minneapolis • St. Paul
Equal Opportunity Employer
wsbeng.com
SAdvisory Bonds & Commissions\Plaoning & Zoning Board\Packets\2014 Packets\09-10-2014 P&Z Packet\5A NorthPointe\3 20140904 City Engineer Letter NorthPointe 2nd.doc
66
- 38774
I ` 40. 0
5Ili
1
1
73
m
I N
1
II Ias
\ oZ
LQ
UJ \ J
\J
F I \\
\
\ 170.91
\
c] \
O \ \
Lo
n
M 0
o MO.
\ '1.0-o,
\ D�,,LI
=mM
\
m
F, \
<
S'S° kry9
�
73
G0'p h9no /
O
O O ICe' 15T.� 1d
�
G� 2
•\
-o.a
66
DETAIL A:
Not to Scale
z
W coo \
W W 1 o 2isT \
Qc .00),
� al °i O i 113.2�1
I o Z M C. a51� 244g"EI
� o ST�'EETI
oM o
W I gOUT1 i
\ U
-0.46
Z T
GRAPHIC SCALE
0 30 60 120
(SCALE IN FEET)
1 INCH = 60 FEET
arts =n
McCain
ENVIRONMENTAL" ENGINEERING - SURVEYING
914.63 -
`--East line of Outlet C, NORTHPOINTE S00*18'29"E \
Drainage
& Utility Easement==- ____
�
'4
N07°13'4fi'•W
S00°52'48"E
ao
\ ` I Z
(p
aPok0�
4301
C.B.e3 8a1.?s 39.0a �� II �� R=631.
=03°525
c dS4'13•'
S64 \�
°g4.1gy7z,�_ 1 C.B.=S63°14'27"W
W
R p626 W s meet` i / /
N /�O9?/ sty Eo i
24'2 &
NOS°43.418� /
S00°78'29"E
s00%
N87 090 // �•y%5°
°26'04"8'29"E E -�
385.91
308.78
o.01
1
25.00 25.00
C- I 25
-.00
65.00
50.00
--�
50.00
r--�
55.00
�--�r50.00
r10
55.00
50.00
50.00
50.00
46?025 q�"`N
48.78 ' - -
j7o 5
o� NOS 44'OS W N j
�'
EGa
OUTLOT B
W
al of
two of
to of
3
to 0
0ll of
fw of two
`I
of
%
two of
8
C
fw m
92 I o
�c
�6�Im
owl
ml
I�
m
sly vi
o65
I
Iz ° aI
"I I
II I I
z
i
\
25 25
r---J
� L 51.38
L--J
50.00
L_-----�J10--�
50.00
55.00
55.00
L_--� L_--�--�
50.00
50.00
50.00
L_--� N89°41'31•'E
53.26 ,��30.00 -
IIII.
S00°E
21ST STREET SOUTH_ 4s4.64.6a
,-R=350.00
15.00
\ _
♦0 \ `��T _ _ _ - - _ 449.64
apt \/ ISM
- _ _
0 18.88 ' `y 5.00 \ _ 19.20
n N89°41'31'E�-- ---- .%N89 °41.31"E
54.83
50.00
50.00
5M00
50.00
50.00
5M00
65.00 0oM
`1
w
w
IW
Iw
Iw
IW
Iw
Iw ia1 3------
2 MI
Im 3 �I
-- of
4 �I
I--� �I
5 MI
of-M
28 0l
Im
6I
i �I
I- oa'
E M1 m C
\
Ifz `I
I� `I
I� fl
Iz `I
I� `I
II
fl
Iz "IA �I$o `
eIIII� ra
`\ \ m\'0°.I�MI
2
° a ,�°,9� CJ a
/SR 4 i?a� - 0
\ N \-�/ f
OUTLOT \ C --gip
L--�
L--L
L--�
L---1
L--�
_ NOS°09.49•'W
- - -- _-- % 125.24
L---6` --�;
23 \ a 51.831
50.60
50.00
50.00
50.00
,- 50.00 -
50.00
__ ,
78.12 --
\ \ 520.16�-
\ \\S00'18'29"E
o
ca
N00%8'29"W I
IIo II
454.38
N00°18'29"W
\
\ \ West line of Outlet C, NORTHPOINTE----
s MI
ei
---West
line of Outlet C, NORTHPOINTE
\ \ \
9
`
L --N00°23.MLw- - J
\ o
L---
iao.oa ---J tq I r---lzs.oa----1 „
\ \ m r--
\\\
----�
NOOW B•29•W 2 IN
o of
\
\
10 o a I 3
\
\
L _ -N00°23LM W_ _ J La01
N
\\ o°r \\ L---
140.04---J 3 r---125.03 1 0r
v� J
\20\ \ r--
\ o s` \\
Noo°1829''W --� min 3 NN \(I
'Iw NI
I
0 5I 1 \
N, W
IR
I L--N00°23'08"W- - J N\ J
C4 L---
140.04 ---J r---125.03---1
4
00
\ z
IInll "�ti I iiy
12 Lo -Easemnt eS00°23'08"E
�_--
------ _J
0 -
i4o.oa 125. 03 313.10
70.98
_==J
I` Z0.00 87.1610.08`1,,
70.00 -
- -
- -
- -
N, \
N06°54
I 3
I
I1
I
II
3I
13
3I1
312
S�
3°
B
�
%o
IS
8
9
p
10
m
14004
AND UTILITY
_
NCO
EASEMENTS ARE SHOWN THUS: \ �.
L----J
70.00
L---�
61.03
L o_74'45'75'
5_�
_
\\
¢ 35.46
�\: j4 Nw o+���
70.00
70.00
W 810 J
Aos
\ Drains &-_�
\\\utility Eaeement30�x�r� PAS 3o6_.a9 STREET
o
o AR163�00
/ 0 0/` N00°23b8"W
--
c c fOD
p
ch0.@.=N07� ",
--y---J L----!-
�o;
\ �
\ 1k00I'll 9g/� a°2S\/6•
\ / g 9
62>.7
r' n m
width, and ad' nin side
beingSfeetin adjoining
m
G'
\ I o i"'/ 35.22 20.03
/'- _
.0 4= ..� r-----�
70.00 711.00 70.00
(-----J...r----J,T----7
70.00 -2
F�--- 20 �rw
6464 -27• �00
lot lines, and 10feetin width and
L�\ \I s
\ 15 0,/ /
C•@>' 29,--
51321'35"
adjoining right of way lines and rear lot
lines unless otherwise shown on this plat
j V
661k\ \ SS �`�°/ /
�
w/
<J �3'S�
Iw
a -e
\ \\ /
17 18 19
20 21
For the purposes of this plat, the West line of Outot 8,
have 00
�-��
/ 16
'o `" l 'by \ /
� 1m - h
`I
= h h // c
NORTHPOINTE, is assumed to a bearing of North
degrees 23 minutes 08 seconds West.
O Tt
S+
�),
/ I Ill
s e\ \ �/ g •O`'
Ill z
z z /
AJ ��
c
Denotes 1/2 inch by 14 inch iron monument set
C or to be set within one year of recording of
<1
c
-' I , 4 --117.0= - _ L -
- - - J L - - - - J L
70.00
lip
J L
70.00
this plat and marked with license number 40361
49.95 ,3`2.3
\
70.00 70.00
165.33
RLs 1zoa3;
Denotes Found Iron Monument marked with
\\ \ \\
N00°23'OB"W
v
41.59-<' �J
N88"19'38"E
RLS 40361 unless otherwise noted
--West line of Outlet B. NORTHPOINTE
CITY OF BLAINE
COUNTY OF ANOKA
SEC. 25, TWP. 31, RGE. 22
NORTHPOINTE
2ND ADDITION
KNOW ALL PERSONS BY THESE PRESENTS: That Tony Emmerich Construction,
Inc., a Minnesota corporation, owner of the following described property:
Outlets B and C, NORTHPOINTE, according to the recorded Plat thereof,
Anoka County, Minnesota.
Has caused the some to be surveyed and platted as NORTHPOINTE 2ND
ADDITION and does hereby dedicate to the public for public use the public ways
and the drainage and utility easements as shown on this plat.
In witness whereof said Tony Emmerich Construction, Inc., a Minnesota
3 corporation, has caused these presents to be signed by its proper officer
this day of 20
NN
N
m TONY EMMERICH CONSTRUCTION, INC.
F Anthony J. Emmerich, President
0
STATE OF
COUNTY OF
U
This instrument was acknowledged before me on by
Anthony J. Emmerich, President of Tony Emmerich Construction, Inc., a Minnesota
o corporation, on behalf of the corporation.
Notary Public,
My commission expires
I Thomas R. Balluff do hereby certify that this plat was prepared by me or under my
direct supervision; that I am a duly Licensed Land Surveyor in the State of
Minnesota' that this plot is a correct representation of the boundary survey, that all
mathematical data and labels are correctly designated on this plat; that all
monuments depicted on this plat have been, or will be correctly set within one year;
that all water boundaries and wet lands, as defined in Minnesota Statutes, Section
505.01, Subd. 3, as of the date of this certificate are shown and labeled on this
plat; and all public ways are shown and labeled on this plat.
Dated this day of 20
Thomas R. Balluff, Licensed Land Surveyor
Minnesota License No. 40361
STATE OF
COUNTY OF
This instrument was acknowledged before me on
by Thomas R. Balluff.
Notary Public,
My commission expires
CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA
This plat of NORTHPOINTE 2ND ADDITION was approved and accepted by the City
Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held
this day of 20. and said plat is in
compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.
CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA
By:
Mayor By
Clerk
COUNTY SURVEYOR
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this
plat has been reviewed and approved this day of
20
By:
Larry D. Holum
Anoka County Surveyor
PLANNING & ZONING BOARD
AGENDA ITEM 5B
STAFF ORIGINATOR:
P & Z MEETING DATE
REQUEST:
CASE NUMBER:
APPLICANT:
REVIEW DEADLINE:
Katie Larsen, City Planner
September 10, 2014
Isabell Estates
1. Final Plat
FP2014-006
Jon Isabell
861 Neal Avenue N
Lakeland, MN 55082
Complete Application Date:
August 11, 2014
60-Day Review Deadline:
October 10, 2014
120-Day Review Deadline:
December 9, 2014
Environmental Board Meeting:
NA
Park Board Meeting:
NA
Planning & Zoning Board Meeting:
September 10, 2014
Tentative City Council Work Session:
October 6, 2014
Tentative City Council Meeting:
October 13, 2014
BACKGROUND
The applicant has submitted a land use application for final plat for Isabell Estates. This
is a four (4) lot residential subdivision located at 535 Lois Lane which is legally
described as Lot 3, Block 1, Mar Don Acres.
The following staff report is based on the revised plan set dated August 8, 2014 prepared
by M&P Associates and received by the City on August 11, 2014.
In July 2014, the City Council approved the following:
• Ordinance No. 07-14, Rezoning from R, Rural to R-1, Single Family Residential
• Resolution No. 14-66, Variances
1
• Resolution No. l 4-67, Preliminary Plat
ANALYSIS
Subdivision Ordinance
Conformity with the Comprehensive Plan and Zoning Code
The final plat has been reviewed for compliance with the comprehensive plan, zoning and
subdivision ordinance. The subdivision is not considered premature, is consistent with the
comprehensive plan for residential development and meets the performance standards of
the subdivision and zoning ordinance with the approved minor variances. The final plat
is also consistent with the preliminary plat.
Blocks and Lots
The final plat creates 1 block with 4 lots. Lot 4, Block 1 will have an existing home
which will remain. Lots 1, 2 and 3 will be developed with single family homes.
The lots will be 132 feet in depth. The minimum lot depth in an R-1 Single Family
Residential District is 135 feet. When Mar Don Acres was platted, the lots were 294 feet
deep. The required 30 foot roadway easement dedication on the north for Arlo Lane
reduces the lot depth to 264 feet. Subdividing this in half creates 132 foot deep lots.
Resolution No. 14-66 approved the necessary variances.
Streets and Alleys
Lois Lane and Arlo Lane are minor collector roads and are capable of handling one (1)
and two (2) additional single family homes, respectively.
Easements
Standard drainage and utility easements are shown around the interior perimeter of the
four lots.
The final plat shall be revised to include an easement around the stormwater drainage
areas proposed in the rear yards.
Public Land Dedication
The City will require payment in lieu of land dedication. Since this is an existing lot with
one (1) home, park dedication fees will be required for the three (3) newly created lots.
2
Comprehensive Plan
The proposed four (4) lot residential subdivision for the construction of three (3) single
family homes for Isabell Estates is in compliance with the Comprehensive Plan in terms
of Resource Management System, Land Use Plan, Housing Plan, and Transportation
Plan.
The parcel is guided Low Density Sewered Residential per the City's Comprehensive
Plan which allows for 1.6 to 3.9 dwelling units per acre. The proposal of 3.60 units per
acre is consistent with the Comprehensive Plan's guided land use and density.
Wetlands
There are no known wetlands on the parcel.
Floodplain
There is no floodplain on the parcel.
Development Contract
A Development Contract shall be drafted by the City, executed by the City and the
developer and recorded by the developer.
Maintenance Agreement-Stormwater Management Facilities
The Isabell Estates project includes the construction of stormwater ponds to convey
surface water and provide water treatment prior to entering public waters. A stormwater
maintenance agreement shall be required.
RECOMMENDATION
Staff recommends approval of the Isabel] Estates final plat subject to the following
conditions:
1. All comments from the City Engineer letter dated September 4, 2014 shall be
addressed.
2. All comments from the Environmental Coordinator shall be addressed (to follow).
3. The developer shall be responsible for grading the site, prepping the building pads
and constructing the storm water maintenance facilities.
4. The following executed documents are required to be approved by the City
Council prior to issuance of a Grading Permit:
a. Development Contract.
5. The following items shall be submitted to the City prior to issuance of a Grading
Permit:
a. Revised plans based on staff comments.
b. Storm Water Facilities Maintenance Agreement.
c. NPDES Permit (if required).
d. RCWD Permit.
e. Securities and Escrows as detailed in the Development Contract.
f. Grading Permit Fee of $150.
6. The following items shall be submitted to the City prior to issuance of a Building
Permit:
a. Revised plans based on staff comments.
b. An electronic PDF of the final approved plans.
c. Building Permit application and fee as determined by the Building
Official.
7. Sheet 1-Certificate of Survey:
a. Provide roadway easement document or other recorded instrument as to
how the "south" 30 feet of Arlo Lane was dedicated or deeded for
roadway purposes.
b. Revision date shall be consistent on all plan sheets.
8. Sheets 4-7:
a. See City Engineer Letter.
9. Sheet 9-Landscape Plan:
a. The plan shall be revised to include the following language:
i. Boulevard Trees = 3 new trees required
ii. Tree Preservation Plan = 4 new trees required
iii. Open Area Landscaping
1. Pond Area = 3,130 s.f / 2 = 1.57 = 2
2. 2 large trees + 6 large shrubs required
iv. Seven (7) existing remaining trees satisfy requirements for both
Tree Preservation and Open Area Landscaping trees
v. Six (6) shrubs required.
b. In addition, the following revisions are required to the Landscape Plan:
i. The existing trees shall be shown on the plan.
ii. The proposed lilac bushes shall be relocated outside of the
drainage and utility easement and into front or side yards.
iii. Notes #2, 3 and 4 shall be omitted.
iv. Plan should be reviewed for typographical errors.
10. Final Plat
a. Adequate drainage and utility easement shall be provided for stormwater
pond in rear yards.
b. Proposed iron pipe monuments shall be shown.
c. Dates with 200 shall be revised to 20
ATTACHMENTS
1. Site Location Map
2. Aerial Map
3. City Engineer Letter dated September 4, 2014
2
4. Environmental Coordinator Letter (to follow)
5. Final Plat-Isabell Estates
6. Revised Plan Set dated August 8, 2014 prepared by M&P Associates and received
by the City on August 11, 2014
5
Aerial Map N 0 50 '°° 200
Feet
cLIN Y L KE F Isabel I Estates s
■
IWSB
� A.vsoc� engineering • planning • environmental • construction
Memorandum
To: Katie Larsen, City Planner
From: Diane Hankee, PE, City Engineer
Katy Thompson, WSB & Associates
Date: September 4, 2014
Re: Isabell Estates
WSB Project No. 2029-750
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
We have completed our review of the Isabell Estates final plat submittal. The following
information was provided for review:
■ Final Plat submitted August 11, 2014
■ Resource Inventory Plan revised August 8, 2014
■ Preliminary Plat dated revised August 8, 2014
■ Grading and Erosion Control Plan revised August 8, 2014
■ Pre- and Post -Development Drainage Plans revised August 8, 2014
■ Utility Plan revised August 8, 2014
■ HydroCAD output for Pre- and Post -Development Conditions revised August 8, 2014
General Comments:
1. The final plat needs to include the drainage and utility easements.
2. Preliminary plat should include proposed contour lines.
3. The applicant will need to apply for a Rice Creek Watershed District permit as the project
creates more than 10,000 square feet of impervious surfaces.
4. Need easements/maintenance access for the ponds if located on private property.
5. Reconsider the placement of the ponds, unlikely a homeowner would want a pond in their
front yard.
Storm Sewer and Drainage Comments:
After reviewing the above documents against the City of Lino Lakes Stormwater and Erosion
and Sediment Control Ordinance (No. 09-11) and the 2013 Rice Creek Watershed District
(RCWD) Rules, we have the following comments:
1. HydroCAD Model:
St. Cloud • Minneapolis • St. Paul
Equal Opportunity Employer
wsbeng.com
Ms. Katie Larsen
September 4, 2014
Page 2
■ Revise the curve numbers based on RCWD Rule C values (HSG B is 61 for existing pervious
areas).
■ Please include the 7.2-inch 100-year 10-day snowmelt event to determine critical water
surface elevation.
■ Ponds PDI and PD2 do not have an outlet, how will water drain from the ponds?
2. Grading and Erosion Control Plan
■ There are two ponds labeled as P 1
■ Label pond types (ex. detention basin, infiltration basin ,etc)
■ Unable to determine if freeboard requirements have been met without more information on
the types of ponds being proposed.
■ Pond outlet structures as specified in the HydroCAD model not shown on plan, nor do the
elevations match the plans, please clarify
■ Do not see erosion control features on plan, please verify
■ High water level for the pond in catchments P4 and P5 do not match HydroCAD results
(906.69, and 906.88, respectively)
■ Pond 3 normal water level is below the pond bottom elevation
Post -Development Drainage Plan:
■ There are two ponds labeled as P 1
■ Label pond types (ex. detention basin, infiltration basin ,etc)
■ Pond outlet structures as specified in the HydroCAD model not shown on plan, nor do the
elevations match the plans, please clarify
■ High water level for the pond in catchments P4 and P5 do not match HydroCAD results
(906.69, and 906.88, respectively)
■ Pond 3 normal water level is below the pond bottom elevation
4. Administrative:
■ The applicant must provide an operation and maintenance agreement for stormwater
facilities. This agreement must be recorded against the parcel so that it transfers with future
sales of the parcel. This may be included as a part of the Developer's agreement with the
City.
■ The applicant must receive permits from other agencies prior to construction. Permits needed
may include the MPCA's NPDES Construction Stormwater Permit and RCWD's Stormwater
Management and Erosion Control permits.
Grading Comments:
Benchmark or datum not shown on grading plan, please specify NGVD29 or NAVD88 for
the vertical datum.
Utility Plan:
1. Label exiting utilities (8" PVC sanitary, 8" DIP watermain.
2. The east sanitary MH in Arlo Ln is mislabeled.
3. Provide a detail of the proposed pump station.
This concludes our plan review comments at this time. If you, or the applicant, have any
questions regarding these comments, please contact me at (612) 360-1298 or
dhankee@wsbeng.com.
I S A B E L L E S T A T E S CITY OF LINO LAKES
COUNTY OF ANOKA
SEC. 8, TWP. 31, R. 22
KNOW ALL MEN BY THESE PRESENTS: That Jon Isabell, a single person, fee owner, of the following described property situated in the
State of Minnesota, County of Anoka to wit:
Lot 3 Block 1, MAR DON ACRES, Anoka County, Minnesota.
0
m
LLI
Has caused the same to be surveyed and platted as ISABELL ESTATES and does hereby donate and dedicate to the public for public use forever -
the Lane and also dedicate the easements as shown on the plat for drainage and utility purposes only. Z Z .. ..... ,
Q F r
In witness whereof said Jon Isabell, has hereunto set his hand this day of 200_. I = J
J S89'27'24"E j o A N`
Jon Isabell "' '
STATE OF MINNESOTA — 165.00 GRAPHIC SCALE
COUNTY OF o ARL O LANE
0 0
The foregoing instrument was acknowledged before me this _day of 200_ by Jon Isabell, a single n o n
person.
n ( )
S89'27'24"E 165.00 IN rear
1 loch _ 30 R
82.50 82.50
Notary Public, County, Minnesota r ---_, r — — —
My Commission Expires I 1 I
I I I I
I I I I
I I I 1
B L 01 d K 1
I Theresa K. Foster, hereby certify that I have surveyed and platted the property described on this plat as I I Iw I (-
ISABELL ESTATES, that this plat is a correct representation of the survey, that all distances are correctly shown
on the plat in feet and hundredths of a foot, that all monuments will be correctly placed in the ground as Iq of IN of
shown, that the outside boundary lines are correctly designated on the plat, and that there are no wet lands as N ro t
defined in Minnesota Statutes Section 505.02 Subd. 1 or public highways to be designated other than as shown I^ 1 �2 l0 2 MI
on this plat. I I IZ �I <r<
I I I
I
Theresa K. Foster, Land Surveyor I I I- I
Minnesota License Number 47223 LLI
�O I I I -11 oin
STATE OF MINNESOTA — O I I I '� 1 O-
COUNTY OF ANOKA V) * I S89'27'24"E I I 165.00 1
The foregoing instrument was acknowledged before me this day of 200_ by Theresa :DO L 82.50 --- 82_50 —_-- J O Ih
ON-----------J L—
K. Foster, Land Surveyor, Minnesota License No. 47223. O cV O
___ O
Z r---- 80.00 ---- i i ----- ---- i to
I OG� I I I
Notary Public, County, Minnesota 1 I I 1
My Commission Expires January 31, 20_ I I I 1
This plat of ISABELL ESTATES was approved by the City of Lino Lakes, Minnesota at a regular meeting thereof I I I I
held this _ day of 200— and if applicable, the written comments and recommendations 1 I I
of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the
prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by 100 _ ool 1.0 o1
Minnesota Statutes, Section 505.03, Subd. 2 14 < NI IM 4 NI LEGEND
Iro Z nI to nl
B Mayor 1� y 3 ^I I Z �I MARKEDSBY LICENSE N2 INCH By0.4INCH 47223,1RON THAT PIPEMONUMENT
BE SET
y Ya _ I 1 1 1 NITHIN ONE YEAR OF THE RECORDING OF THIS PUT.
By Clerk <Y<` i i i i • DENOTES FOUND MONUMENT
COUNTY SURVEYOR °.
1 I I I
This plat has been checked and approved this day of 200_. . 1 I I I FOR THE PURPOSES OF THIS PLAT THE EAST UNE OF LOT 3,
"J ` --BUICK 1, MAR DON ACRES IS ASSUMED To HAVE A BEARING OF
`---------J L---------ASSUMED SOOIN151W.
80.00 0 5.0
Larry Holum
Anoka County Surveyor 165.00
N89'27'24"W
o
._
II \ Ff I ; II I
F_.
1440 Arcade SI. Sub 250
Sa nf Paul, MN 55106
Phone:651-766.0112
L Fax 651-T H206
E-mail: info@mpasso.com
SHEET 1 OF 1
60 I I
� 8
EXISTING LEGAL: ?3 °r r� $
Lot 3, Block 1, MAR DON ACRES, Anoka County, Minnesota
W
NOTES a e r
T
For the purposes of this survey, the south line of Lot 3, Block 1, a MAR DON ACRES, has an assumed bearing of North 89 degrees
27 minutes 24 seconds West
Subject to easements of record if any
r
TOTAL AREA _ +I a
1.114 Acres (48,510 Sq.Ft.)
f
OWNER/DEVELOPER
JOHN ISABELL
681 NORTH NEAL AVENUE $
WEST LAKELAND, MINNESOTA 55082
(651) 587-9427
°EDP
ENGINEERING BY: a� E£
M& P ASSOCIATES
1440 ARCADE STREET, SUITE 250 ; E g
ST. PAUL, MINNESOTA 55106
(651) 766-0112
CONTACT: JOHN JOHNSON ..a-01,
SUR VEYING B Y.'
rm�oo
a°sq
M& P ASSOCIATES
1440 ARCADE STREET, SUITE 250 —
ST. PAUL, MINNESOTA 55106
(651) 766-0112
CONTACT: JIM BRAULT
LOCATION MAP
NOT 7O SCAIF
k
-------------------, --------------
�
i .I
SECTION 8, TOWNSHIP 31,
RANGE 22
ANOKA COUNTY, MINNESOTA.
LEGEND
•
DENOTES 1/2 INCH BY 14 INCH IRON PIPE
MONUMENT MARKED BY LICENSE NO. 177e5
•
DENOTES IRON PIPE FOUND
4
DENOTES FIRE HYDRANT
sm �,
DENOTES SANITARY MANHOLE
y
DENOTES CURB STOP
°
DENOTES WELL
x
DENOTES FENCE
-o -
DENOTES FENCE
NOVO
VERTICAL DATUM
X B0&O
DENOTES EXISTING ELEVATIONS
B- t
DENOTES SOIL BORING LOCA7NXN
o , o
Sala: 1 In°L = 20 Past
N
� O
�Z�
J
WaZ
� —J
(J)Zg
W
= 0
o Z 'gA
00
N
N Q z
O W w
]C
5
U W z
ri Q :3
F N
W
CIECIED
JMB TKF
3446.001
DATE
4/24/14
EE. �
1 0f 9
I— —
% A A
ni I i_1
CHAIN LINK FENCE
A
Raj
N E
?
pA
ryL e0�/ � rL
17 S09`,Ci / �24 "
CHM
�j TOP NUT HYDRANT 913.11
\.:A
ICI I
I I I I-yl
I I
I
165.00—I
(BITUMINOUS
I
iGURFACE) j
1
R
I�1✓E.9.0.18 \`
--EX. CURB & GUTTER;,",-- M
RACKSAlLBOX
\\ \\ ,a' TREE
DRAINAGE & UTILITY EASEMENT
- .9
/ \
0 TREE //—
X—%—X—%—XX—X—
\
-__-_- 1
I SAN. EI>:"• .4
a I `\\ fS ELEV. 900.4
\y/^
_ CS ¢EV.
� � _
!a
CS ♦
FENCE
♦
i
_
♦`♦
������``
1
1
j+
1
GROUND WATER APPROX. 5.5 FEET BELOW
EXISTING GROUND PER REPORT FROM
j
-------------
B- 4
_ BARROT DRILLING SERVICES 5/18/14
-_ -------------------
B42
B41
i
t
I t
1
,o' .{PPVE TREE
I
�.rp
i 411 s a E
I MA \
P
tl
TRIPS
I� e e-a mnPLE THEE
\ I
i
5
,a TRcc
1 I
\
W 1
11 ij
} MaPLE iRE
I W I
1
I
r� L%1 O� i r�
/♦ N i
L/
•�I �II -1
a' SPP 11 TREE
'
I/ / P
A
T
\I I I I'V-1 TREE
/
I
EXISTING HOUSE
TOP OF BLOCK
EL.=909.0
FFE-909.9
GFE=908.7
0
Z
N
W
Ile
— D
�9
-------------__
I
60
tll Q i
1 �
6 1 HEE
°oTI TOHwooTREE
<
! TREE
o R(D
e Q �E XX
1
}� i/ + l z
i/ I W �e
N t
/ 1<
1 IOU
t I\♦ j �
I�
``_909�_
/A\ I\ F(
' O
15
--EX. FENCE ,a APPLE TREE
//
��
eQ O
-----------
,
k
O I
z
�
1
I <
I
I
r� I
/tI
`I
+ I
I
`
}°
F< I
I I K
\
L/ L_
\/ C)/ I \
1
}
12 APPLE
�\
\
L _ \ / 1
. 90
�__ ___
�♦
+4"
+01
+fie n
I t�
t� }�
EX. FENCE I i ♦ -I- /
I \ \ � PVC VENT
DECK
= "---,
EXISTING
I ._
' DEDK
GARAGE
I
GF EL. -909.4
♦`\y 0
EXISTING HOUSE
?�
SPLIT ENTRY OF
♦`\\\
/
/
/
\ HOUSE=910.3
TOP OF BLOCK
I
\\\
IL
EXISTING HOUSE
LFE=907.9
3 TREES
EL=909.5 e
tie
I
G
�-
---
i WELL TO BE CAPPED AND
ABONDONED OR
i i
I F I
DISCONNECTED FROM HOUSE
-� N I
//
}'��
I IF USED FOR IRRIGATION Well
1 PURPOSES SPRUCE TREE 0
x ;
W
\
W I
' 91
iAz
��--6,
✓/
I
-``---
\
1° P°. EIDER TREE .IIE TIED sPRU�E
12
---------------------------------_---_
�� �,
TREE I� �� }
\
''�,
-
_N X
".Yd�_-
DRAINAGE & UTILITY EA\�S E_NE-II
'
I }�e�`\\ I\\\e
}�Ae
+�\
o
D�
i'•V1
r.O0
SIN. ¢EV. 90As
i (JT------'
N89"27'2
''�P
I ,e a°x; -
I
--EX. CURB & GUTTER
dy°
i0
(BITUMINOUS SURFACE)
-
—MH
I
DD D$—DAD—D
LD
O S
I
(BITUMINOUS SURFACE)
_
CURB�-EX.I RB & GUTTER
I I—
0WNERIOEVEEOPER
JOHN ISABELL
681 NORTH NEAL AVENUE
WEST LAKELAND, MINNESOTA 55082
(651) 587-9427
EIV0WEERWO BY:
M& P ASSOCIATES
1440 ARCADE STREET, SUITE 250
ST. PAUL, MINNESOTA 55106
(651) 766-0112
CONTACT: JOHN JOHNSON
SUR VEYING B Y:
M& P ASSOCIATES
1440 ARCADE STREET, SUITE 250
ST. PAUL, MINNESOTA 55106
(651) 766-0112
CONTACT: JIM BRAULT
8cele: 1 Inch = 20 Peet
zzGA2vn
/s n•l e. ,. •w •n, ..e
M/A%en .. Mml9e Mn nne
• ••I NX.n
1 OFInlO F•E x19RINT
r w OFlnl® 8/MNM YMM91E
Q 9•mEs aX. s199
x
% 9te9 9fl,C,® fiBlnB F1EV ,19M9
8
g
'tea
r
1
•li
,A
q
V
oE�.t
i° oo z
aEt-� J
c nta`c
N
w co
J Z Ill')J�!to
WQZ
NZz
Q
J
W
=OY
oz
00
3446.001
3/28/14
2 of 9
EXIST.
HOUSE
z
z
N
W
L
A A A
9
I W \ ZONED R1
6 S/89-2724 "E R
77
ICI I �s I I
16:5.00
u 4s
Z,s ARL O LANE
O
\O D \\
O
ARL09 LANE
I-
(BITUMINOUSiSURFACE) 6• qP WAIWINN;
° N SIN N \ e'k VC SNIITMYIgNER
� I rau acv.-sse.4z
�—EX. CURB & GUTTQt'"_-_-- ACKSX
M \\ - TO BE DEDICATED AS BUC RIGHT
\ OF WAY ON FINAL P - OF ISABELL-
`,\ ESTATE
/
82.50 - _ _ 82.50 5
cs oc. Pos.4 1 --.-J
51
j
__ I
15
51
1
Ci
I s
ICi
--------
4 142 l e-g1
I
/
SETBACK UNE-
I
'
LOT 1
1d�D
�o
1O1L0'
I
0
10890 SgFtt
I
-------------1---
T;
_i
a I
Acresf c
I
-
PAD
r\9ry
.25 c
1
IRNG
o f
\\ M1
w l
LOT 2 0�
99
\ �1
BUILDING PAD �
O
M
i' 10890 SgFtt
/ 25 Acresf
1
s 1
/ I
I04
1�
of
/
IW
I�
`
I
z1
<
I
W1 I
11 W I
4/ I
SETBACK LINE
I
I
1
J5
I
1
1'
5L�
I
SETBACK LINE
15
I
O Lf�
\
CO
I1 Al F
\
DRAINAGE s unuTr
J
EAsoiem--==--
W
Al O
`,�r
82.50 / = '�• 82.50 j
Z ---- 80.00 I 85.00 _
b LOT 4 IMPERVIOUSS AREA = 3136 S.F. ( o
ZONED.R <0. I i ZONED R7
r I \ I 1\
LOT 4
112tt
,.21; Acresf
5.1'
�I LOT 3 - �, I DEGK EXISTING o '-
°� Q� �I o i fl GARAGE M
�I 10560 SgFtt% 1 7 s�
\
I .24 ACresto I I IlExis
Q'u?INO PAD I I TING HOUSE
�0A
1 `, -
1 WELL TO BE SEALED PER NIGH
I Z I
I 1 1 STANDARDS AND SAINAITARY I In 1 i
G I II SYSTEM ABONDON PER H X 1 /
GOVERNMENT AGENCIES. well"0'W I
NO1i I S
--------
- I , -
>el0, �o L---------r---1- -�- — -
--
---- E = DRAIN/IGE U T I L I T Y EA"gEME-N-'F.: I o \
80.00 sAN. acv. so4.s - ' 85.00
�09
L
_____ r---_--
��
3
< �o e
60
165.0W
N89027' 4"W
N sANMN (BITUMINOUS SURFACE)
RIM. aev. Bae84 A� '
-LQii-J-NV.=.B03.J9 - D DDD)D
I �D I
I
I 14LI AI
II ZONED R
0 1 0
BDLLe: 1 Inch = EO Peet
EXISTING LEGAL:
Lot 3, Block 1, MAR DON ACRES, Anoka County, Minnesota
NOTES
For the purposes of this survey, the south line of Lot 4, Block 1, OWNER/DEVELOPER
MAR DON ACRES, has an assumed bearing of North 89 degrees
27 minutes 24 seconds West JOHN ISABELL
Subject to easements of record if any 681 NORTH NEAL AVENUE
WEST LAKELAND, MINNESOTA 55082
(651) 587-9427
BENCHMARK
T.N.H. located on the north side of Arlo Lane across from Lot 5,
Block 1, MAR DON ACRES. EL=912.34
ENGINEERING BY. -
TOTAL AREA
M& P ASSOCIATES
1.11 Acres (48,510 Sq.Ft.)
1440 ARCADE STREET, SUITE 250
ST. PAUL, MINNESOTA 55106
(651) 12
COMPREHENSIVE PLAN USE DESIGNATION
CONTACCT:T. JOHN JOHNSON
LOW DENSITY SEWERED RESIDENTIAL
EXISTING ZONTNG
R RURAL
SURVEYINGBY:
PROPOSED ZONING R-I (SINGLE FAMILY)
TOTAL ACREAGE = 43,560 sq.ft. (Excluding R/W) = 1.00 acres
M& P ASSOCIATES
1440 ARCADE STREET, SUITE 250
TOTAL NUMBER LOTS = 4
ST. PAUL, MINNESOTA 55106
(651) 12
NET DENSITY = .25 UNITS/ACRE
CONTACCT:T. JIM BRAULT
MINIMUM LOT SIZE = 10,800 sq.ft. = 0.25 acres
AVERAGE LOT SIZE = 10,800 sq.ft. = 0.25 acres
R-1, HOUSE ORDINANCE SETBACK AND FRONTAGE INFORMATION
'
FRONT YARD (MINOR COLLECTOR STREET) 40 FEET
REAR YARD: 30 FEET
I
SIDE YARD (PRINCIPAL BUILDING): 10 FEET
t
DECK
SIDE YARD (ACCESSORY BUILDING): 5 FEET
1
I
MINIMUM LOT WIDTH AT SETBACK LINE, 80 FEET
/
VA R IA NOES
I EXIST.
A:) LOT 3 =AREA OF LOT 3 TO 10,560 SF
I HOUSE
B:) LOT 4 = SIDEYARD SETBACK TO 7.2 FEET
1
C:) LOTS 1-4 = LOT DEPTH TO 132.00 FEET
l --���
LEGEND
CURB & GUTTER
PVC SINITMY: 1N1 %�96
(BITUMINOUS SURFACE)
I-
I
TYPICAL EASEMENTS:
TYPICAL DRAINAGE & U7ILITY EASEMENT
STREET
— 10.00 H L 10.00
5.00�
—� I— 5.00
10.00 I i 10.00
REAR LINE
I
-_ BEING 10 FEET IN WIDTH ADJOINING STREET
LINES, AND 5 FEET IN WIDTH AND ADJOINING
SIDE LOT UNES AND REAR LINE EASEMENTS
ARE REFLECTED ON DRAWING UNLESS
OTHERWISE SHOWN ON THE PLAT.
DENOTES 1/2 INCH BY 14 INCH IRON PIPE
MONUMENT MARKED BY LICENSE NO. 17765
•
DENOTES IRON PIPE FOUND
DENOTES FIRE HYDRANT
S I,
DENOTES SANITARY MANHOLE
T
DENOTES CURB STOP
`0
DENOTES WELL
—><—
DENOTES FENCE
— D —
DENOTES FENCE
NGVD
VERTICAL DATUM
X 908.0
DENOTES EXISTING ELEVATIONS
N
�z�
Waz
Z Z
=og
gOz
00 N
00
ISSN+
JMB I JCJ
340.001
DATE
4/29/14
sn EE\ q
3 of 9
1
AILO ANE EX. CURB
ASX
___
POND -P1
NWL- 9 C
HWL 908. $2-
------ ---
,--------
I
D
S
5 5
9 EOF 909.3)
9908 �-
1 1
I I 908
i
POND - P 2 ---------
>
i '
910
N WL- 906.5
J
att
912
910
� att
912
I
I
HWL 908.79 ;
1
i i
1
EOF 909.5'
LOT 1
LOT _2- -------
SELO
912.5�
912
I
eGAR:
LFE: 908.5
i i ,% GAR: 913.1
;
LO: 912,.E
1 I LFE: 909.1
1 1
'
I I LO: 912.6
I I
i
0 20 .G
911
SCALE IN FEET
W
n r♦
\
-,
m r� i♦ N i� n i� ram` _910
'° eE aExArm-Meg..P
I I I I I\ I 909.5 1-\ ,--
'')909
O N �' - P 1
L 09
- - >
O ; ------NWL-
906.5
%-
'
0 907
HWL 908.51
-
--- --- ;
,
K
�OF 908.8
POND ��P3
1
g --- -?
; --
�
'_
f 1W
I
I NOTE: DRAINAGE ALONG SIDE LOT
NWL- A06.5
i
i LINES SHALL BE DIRECTED INTO
i
I cl
{ INFILTRATION SWALES WITHIN EACH
HW�'909.62 i
;
-
1
t-
I
LOT. DRAINAGE SHALL NOT BE
) DIRECTED ONTO ADJACENT
_
NSF 909.8 ;'
�r-----------------�
I`
r------------------�
I
, PROPERTIES.
I
' LOT 3 -__
-
I r._-,
I I
I'
SELO - '
GAR: 011. 5
I DEac EXISTING
� . I / GARAGE
I /
I
I
LFE: , 907.5
%;�
EXISTING HOUSE
}
LO:,% 910.83
`
1
1 ;1
Xe I
POND - P 5
1 911BIG
1 1;
NWL- 906.5
BOB
_ 908
�1
F
1 I N
1
' 0\
HWL 907.73
907
5
i 1; Well w
I
\
EOF 908.8
D
% 0
-_-
��
`.---------
TB
DRAINAGE
O LI TY EAR EM '
� F.N�F..
J
,
S`t•Y-
I
) i
--EX. CURB k GUTTER
(BITUMINOUS SURFACE) Ate% 1
Q' I Y NV. NFV. 00.iTB - N
Ih
L I L, AI
PJo
W PVC WRAWRY Exm 1
BITUMINOUS SURFA
; , , ,
i I I IY DIP
WTBINAN
g
W n9
SILT FENCE,
TYPE PREASSEMBLED,
ETETOIC OR
WALXFASN STAKES
3.0"x5' WOOD
STAKES O 8' O.C.
IV MIN.
ACKFlLL
EXISTING GRADE
URY BOTTOM
V OF
=o
FABRIC
PROPOSED EMBANKMENT
SILT FENCE REOUIREMENTS
FABRIC AS PER MNDOT SPEC. 38.
8' MAXIMUM SPACING BETWEEN STAKES
2' MINIMUM EMBEDMENT OF STAKES
1' MINIMUM EMBEDMENT OF FABRIC
3'X3'X5' MINIMUM DIMENSIONS OF WOOD STAKES
HEAW DUTY SILT FENCE PER MNDOT SPEC. 3886
BENCHMARK
TNH ON ARL❑ LANE
913.11
GRADING LEGEND
I
SELO__
PROPOSED CONTOURS
SILT FENCE
GAR:
PROPOSED
912.0` PROPOSED
HOUSE TYPE (SPLIT ENTRY LOOK OUT)
GARAGE ELEVATION
DRAINAGE ARROW
LFE:
907.9_ -PROPOSED
LOWEST FLOOR ELEVATION
PROPOSED
LOWEST OPENING ELEVATION
L0: 911.9
WN
O
�
GRADING NOTES
J >
PROPOSED CONTOURS REPRESENT FINISHED SURFACE ELEVATIONS. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER LINE OF CURB.
LLJ Q Z
EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON RECORD DRAWINGS AND, WERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
m J �
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO
Q Q
EXCAVATION, TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING UTILITIES WHICH CONFLICT WITH
W
W 0
THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
Q
CONTRACTOR TO CALL GOPHER STATE ONE CALL (1-800-252-1166) 48 HOURS PRIOR TO EXCAVATION FOR LOCATIONS OF UTILITIES.
0
2 J
z W
CONTRACTOR REQUIRED TO PROTECT THE TREES TO BE SAVED. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE
� Y
CONTRACTOR'S EQUIPMENT, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TRIMMING SERVICE TO TRIM THE TREES. SHOULD THE
_ 0 Q
CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY
O Z J
PROTECTED TO MINIMIZE ANY LASTING DAMAGE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES
SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT.
F-
in
CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM FOUR INCH DEPTH TO ALL DISTURBED AREAS TO BE SODDED
00 Ld
OR SEEDED.
THE PROPOSED GRADING PLAN INDICATES FINAL GRADING AFTER THE HOUSES ARE CONSTRUCTED. THE CONTRACTOR SHALL APPLY A HOLDDOWN OF 2.5' ACROSS
THE BUILD PAD LOCATIONS DURING THE GENERAL GRADING OF THE SITE. THE FINISHED BUILDING SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 0.10
FEET ABOVE OR BELOW THE PROPOSED ELEVATION. STREET OR PARKING AREA SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FEET ABOVE OR
BELOW THE PRESCRIBED ELEVATION. AREAS TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.10 FEET OF THE REQUIRED ELEVATION UNLESS DIRECTED
Z
OTHERWISE BY THE ENGINEER. TOPSOIL SHALL BE GRADED TO WITHIN % INCH OF THE SPECIFIED THICKNESS.
J
Cn
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT DISCHARGE ELIMINATION
W
L
SYSTEM (NPDES) PERMIT. CONTRACTOR SHALL BE A CO -APPLICANT WITH THE OWNER. THE CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECTION REPORTS
0
J
-
a
AND BE RESPONSIBLE FOR MAINTENANCE OF THE EROSION CONTROL DEVICES.
Q O
F--
L
EROSION CONTROL NOTES
w
ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS
U
ON THE SITE HAVE BEEN RESTORED.
J C
Q
W
TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN STRUCTURES DURING CONSTRUCTION.
Q
SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED BY
(n
(n
FIFTY PERCENT.
O
-
0
A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR DURATION OF PROJECT.
W
ALL SLOPES 3:1 OR STEEPER, NOT TO BE SODDED AND GREATER THAN EIGHT FEET IN HEIGHT, SHALL HAVE EROSION CONTROL FABRIC INSTALLED.
°a'W"
JMB
JCJ
STREETS SHALL BE KEPT FREE OF SEDIMENT CARRIED BY CONSTRUCTION TRAFFIC.
vaum
f
CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS NOT TO BE SODDED. SEEDING SHALL BE PER MnDOT SPECIFICATION 3876 APPLIED AT A RATE OF
3446.001
FIFTY POUNDS PER ACRE. SEEDING IN POND AND INFILTRATION AREAS SHALL BE MIXTURE 31ONWT (NATIVE WET TALL) IN ACCORDANCE WITH MnDOT
SPECIFICATION 3876 APPLIED AT A RATE OF 82 POUNDA PER ACRE. MULCH SHALL BE PER MnDOT SPECIFICATION 3882, TYPE 2. THE MULCH SHALL BE
DAIS
I O ANCER NTH
APPLIEDACCORDANCEMnDOTOTHER SPECIFICATION , F1. MULCH TO BE APPLIED AT A RATE OF TWO TONS PER ACRE. MULCH SHALL BE ANCHORED
3/20/14
WITH SC, C D APPROVED EQUIPMENT.
4of9
9
L
3
5
r
I'
I
I
I
I
I
I
I
I
I
/ I / eiv.Euv..9azze \�
RLO LANE -EX. CURB & CTT UER-•,, ->-MAILBOX
RACKS
I S s l f I --
I
BOF
I I
%I I
I\
!� I
I I Iz \-
/ IOU
I I /
/ Iz
I I IOU
I I i I 0 20 40
I i 15 SCALE IN FEET
X2,
— — — — 5 5 L
� J
----
I
DECK EXIS G
I GARAGE
O
' I I sTlIIIIIIIIIIIIIIIIIIIus
I I I
I I
o II
'/
--- I I I z l y
I I I{ p I
I, W0 W
I
E �� D R A I N A G E & T I L I
!!-7
i � t`
A
- --
,
I ,
I �_ PoM. EIEV. M64 (BITUMINOUS SURFACE) g0g%�
I
1 i LI AI I IY dP WA1F�>al/iN
NOTE, DRAINAGE ALONG SIDE LOT
LINES SHALL BE DIRECTED INTO
INFILTRATION SWALES WITHIN EACH
LOT. DRAINAGE SHALL NOT BE
DIRECTED ONTO ADJACENT
PROPERTIES.
ZONED R1
-EX. CURB & GUTTER
(BITUMINOUS SURFACE
SILT FENCE,
TYPE PREASSEMBLED,
EQUAL-FASLTEN TO STAKESC
3'x3'XS' WOOD 10' MIN.
STAKES O 8' O.C.
ACKnLL
OR
EXISTING GRADE
URY BOTTOM 1' OF
=o FABRIC
PROPOSED EMBANKMENT
SILT FENCE REQUIREMENTS
FABRIC AS PER MNDOT SPEC. 3886
8' MAXIMUM SPACING BETWEEN STAKES
2' MINIMUM EMBEDMENT OF STAKES
T' MINIMUM EMBEDMENT OF FABRIC
3'X3'X5' MINIMUM DIMENSIONS OF WOOD STAKES
HEAVY DUTY SILT FENCE PER MNDOT SPEC. 38W
SILT FENCE
WOOD POST MLSE No. 300
GRADING LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS
SILT FENCE
DRAINAGE ARROW
Sw 1�A
1 IA,
IMLO
LANE
SI TE
LOTS LANE
� III
A,N
VICINITY SKETCH
SELO __
GAR: 9 1 2 . 0� PROPOSED HOUSE TYPE (SPLIT ENTRY LOOK OUT)
PROPOSED GARAGE ELEVATION
PROPOSED LOWEST FLOOR
LFE. 907.9_—PROPOSED LOWEST OPEN NGLEVATION ELEVATION
LO: 911.9��
N
M O
J Z IA
WQz
m J
NZZd
Q
J
W
Oz�
3
o N
DD W3
H
W
N
� Z
z
O 0- N N
LLI W LLI
m =
W N
QL
p,ECr=D
JMB JCJ
3446.001
3/20/14
SHEET p
5of9
\I ,
� RRII •'
f
POND —Pi1
NO
HWL 908.8-2,
A r �
POND P3
N WL— ; J 06.5
HWL/' 09.62
FZF 909.8 --
i
i
L /
POND —P5
N WL— 906.5
HWL 907.73
EOF 908.8
L
3
(BITUMINOUS
91
913
912
I I
I I
I I I
I I I
I I I
911
o I I
� I I
I I
I I I I i
L--------r=--------L L----------------- J
N 909.5 n ` r 1TB7-__910
_ I
I
r
r I
I II I I
I I 11 I I
DECK EXIS
-911 I I
r EXISTING HOUSE
I
I � I
sn I II � I
9,o Z
9 F
90 ❑ i , W0 w
POND
— P 2 -- ------
NWL—
906.5
HWL
908.79 ;
EOF
909.5 i
NOTE: DRAINAGE ALONG SIDE LOT
LINES SHALL BE DIRECTED INTO
INFILTRATION SWALES WITHIN EACH
LOT. DRAINAGE SHALL NOT BE
DIRECTED ONTO ADJACENT
PROPERTIES.
POND —P1
WL— 906.5
AWL 908.51
T-OF 908.8 .
0
20
40
SCALE
/IN
FEET
,909-
\
I
I
11
I
I
1
\
i
i
�gOD 0 v v �------
cl
I I
'n ELEv 9oa sa p (BITUMINOUS SURFACE)
t7 O �. ELEV. 90J.�B -'90 N
B" PVC SANITARY SEWER
/ LI AI I, OR WAIEjMAIN i- -__7 _-_-
EX. CURB & GUTTER
(BITUMINOUS
1—
SILT FENCE,
TYPE PREASSEMBLED,
PROPEX "SILT STOP' FABRIC OR
EQUAL —FASTEN TO STAKES
STAKESTAKWOOD
S
ES W 8' O.C.
10 ' MIN.
BACKFILL
EXISTING GRADE
�F
= BURY BOTTOM 1' OF
FABRIC
I� I
PROPOSED EMBANKMENT
SILT FENCE REQUIREMENTS
FABRIC AS PER MNDOT SPEC. 3886
8' MAXIMUM SPACING BETWEEN STAKES
2' MINIMUM EMBEDMENT OF STAKES
1' MINIMUM EMBEDMENT OF FABRIC
3"X3"X5' MINIMUM DIMENSIONS OF WOOD STAKES
HEAVY DUTY SILT FENCE PER MNDOT SPEC. 3886
SILT FENCE
WOOD POST MLSE NO. 500
N
N�
o
U
I�
A
ARLO LANE
SITE
LOIS LANE
ofP w
S
o A J
r
N
VICINITY SKETCH
GRADING LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS
S E L O
/� (� � PROPOSED PULSE TYPE (SPLIT ENTRY LOOK UUT)
CAR: R. 9 1 2.01
rr
cc
a
�
SILT FENCE
PROPOSED GARAGE ELEVATION
o
DRAINAGE ARROW
LFE
PROPOSED -111ST G
907 gam -PROPOSED
LOWEST OPENING NG ELEVATION
LO:
911. 9��
N
wGO
-Do
z Ire
—J�n
LLJ Q z
mJ:>
Q
Iw
w o
-� z
Q
J
z L LJ
Ef Y
O 0 Q
7D CO
z ITT]z (n
LLJ
Q ~ z
w Q
w u) w
w 0 W Y
w Q J Q
0 z W O
Q m z
0 U)
a_
JMB I JCJ
PROJECT #
3446.001
DATE
3/20/ 14
SHEET d
6of9
ZONED R1 -
I
/ z
EXIST.
HOUSE
\ A A
G
3
Z
x
x _g
W X°
r N
h(
I \
De o
L
---------------
-----------------------
i Gil
I-
(B7MINWSISURFACE) /
101
_ fV SW N \9• P. 91NTM1' 9FAER -
= 991 FIEV.-908A3
wv.Dcv.-9ozza
ARLO LANE --EX CURB g WATER-} �VI'mum
s
9M1. DEV. 99J.9
—------------T---1 r----------- t—
5 1 - 1 5 51 •1 I S
-----------------
o I I CI I -------
4 ez
I I 1 I 1
1«- I SETBACK UNE-
IOLO, LOT 1 I /
ol= I I-----901LDING'PADT
I
m i i LOT 2 os I
--=---sz.s'-- 1
BUILDING PAD �' o /i �5 1
I
I
1 I I I I I 15
L J__ SEiHAq(r NE
— J 5 5 SETBACK UNE J
1
L/ I 1 V i / \ \/ 1 \ 1
1
I
IMAGE MI UTUTY
mm m
i i 1 ZONED R1
'909
I
I '
`7�ay--PVC
VENT
I\_ ; 5.1' t I DECK
I
I
I LOT 3 �� - ��.
I
I
I DECK- EXISTING I
GARAGE
c i h
-
1------s po''
I BUILyNc PAD
EXISTING HOUSE \ I EXIST.
I I
I ,
HWSE
EXISTING HOUSE
-
1
1
I I
WELL TO BE SEALED PER MOH---
1 SAINAITARY
O I
STANDARDS AND
ON
I j SYSTEM ABONDON PER I
W
Y I
I it GOVERNMENT Ol,"
L-------- ----1 -J
__
L2� I ��-�. _ '"'
I
i i --E7L CURB h GUTTER
(BITUMINOUS SURFACE) -AOg
wV.-
Vi
8' P1C S/JIITM
�l/,All`II�/T
L
` ` "` `I (BITUMINOUS SURFACE)
E Vj
9 9P WA MN
I 1� I 1
I
t-1 CURB @ GUTTER
i
/
i
e�
GRINDER PUMP DETAIL
LOCA77ON MAP
NOT m so"
SECTION B. TOWNSHIP 31,
RANGE 22
ANOKA COUNTY, MINNESOTA.
LEGEND
EXISTING WATEMAIN
D EXISTING SANITARY SEWER
UTILITY NOTES
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING
UTIU71ES AND TOPOGRAPHIC FEATURES PRIOR To THE COMMENCEMENT OF SITE
GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF
DISCREPANCIES OR VARIATIONS FROM THE PLANS.
ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROMMATE. CONTACT *GOPHER
STATE ONE CALL' (851-454-0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO
EXCAVATION.
UTILITY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF *STANDARD
SPEgFICA71ONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY
SEWER AND STORM SEWER INSTALLATION' AS PREPARED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA.
CATCH BASINS AND MANHOLES IN PAVED AREAS TO BE SUMPED 0.04 FEET.
CATCH BASINS IN GUTTERS TO BE SUMPED 0.08 FEET PER DETAILS. A MINIMUM
OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL
SEPARATION IS REQUIRED FOR UTILITIES, UNLESS OTHERWISE NOTED.
SANITARY SEWER WYES SHALL BE 8 INCH BY 4 INCH SCHEDULE 40. SANITARY
SERVICES SHALL BE 4 INCH SCHEDULE 40.
ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SOR 35
UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND
SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK
N
w Do
JWZ �
J >
LLJ a z
m J
NZz
W
Oz�
DoW
N
g Qz
d Wce
w
=I 5
F mz
� a
N
JMB I JCJ
CT #
3446.001
DITE
3/11/14
SIEET #
7 of 9
,
z
Q I I I I I I I I—
_ L
,\IN'.DEY.-90&
� . ARLO LANE
\ Po4 XJ
t A A
I--
1
(BITUMINOUS
18 TREE �
a TREE
r— �----------------
r---------------r—=—r
5 I i 5 51 1 5
I
B— a `'� I I e z B41
I �
11
aPPIE —E i SEE REEs
I I I
I I I
mill
ASIC USE ARFJi LINE
- E ,PEEs'�,C I ,
\ I
I I
reEE#
I '' — — 5
I
r I r / \i. I1 A / ♦ r -Fees--_____ .
l I
ORANAGE ! U1B17Y EA4]61fic="r I
�mwl
RACKS
---L
— ----------
1E- �xP E SPOCE E fx\`E)L
FENCE (12
♦ \ — —
_--------------- -------
—•,\ L _ 1; `i; f x c a ;I \ 'I \\ __ — - — I } iI BECK
; 1—PYC VENT
Ek FENCELX-X-X-X-X X
SamF _ I - �� I DECK EXISTING
X I I I GARAGE
DOST. 1 A I I /ice
iOUSE NousE E%IST. I ( I I EXISTING HOUSE \ I
I I I Na T.USE EXISTING HOUSE
c I I I Well w
11-1 TIRE 0 I \ z
5
,sPP CTREE 8
x
1
--EX CURB t GUTTER
(BITUMINOUS SURFACE) AOy'
L Z7
I � I
I , L A,
E
M 9' PVC S/JIITARY SEN9t
- --, (BITUMINOUS SURFACE)
--
Ie'
i— CURB & GUTTER —
---------
a '
s
I
6U
I
LEGEND
EXISTING TREE TO BE REMOVED
EXISTING TREE
ODRIP LINE
NOTES
FOUR 10 INCH MAPLE TREES TO BE REMOVED OUTSIDE OF
THE BASIC USE AREA. EACH TREE REMOVED MUST BE
REPLACED MATH ONE NEW TREE
9eele: 1 Ino6 = 20 Peet
N
� co
Jz1111)
J >
UJazm_j
NZg
W
Oz00
A0
O N
j Q z
W WUf
wY
J `
it J J
a m�
w Q
w N
YTIMB XJ
PR —T /Y
3446.001
DATE
5106/14
EEE
8 of 9
{OU ` HOUSE
I\
G
z
z
V)
W
b
I I I I—
____
\ A A
IVI i\
,
�1\ \
PROPOSED
THORNLESS HONEY
\ D _LMST TREE
\\ � SAX. EIEv. eo3.e
•I 1 I I I I I I 1 II —
(BITUMINOUS ,'SURFACE) C MP WAhPMNH;
� 1
N SAN \` • SINITMY SEYE~R -
- Po4 EIEV.-908./]
/ I
INV.EIEV.�90228
; -EX. CURB &GUTTER-? •RMIAVS%
PROPOSED _ o
THORNLESS HONEY
LOCUST 7- ,----_ /----------------
EIEv.
\ 6EIEV.— 1 -, /^ ----1-
r-------------- '
5i 1 15 51 .1 15 -
1 I ---------- ---- ---
I SETBACK UNE—
I
1do' LOT 1 i s i dro-- --------- —r-_----
b
a I Di 1 1 80f NG PAD l 0 1
LOT 2 I
1-------62.5'--
1 BUILDING PAD
1 I I 1 I 1
' I I
\III' S
5
11 SETBACK/LINE
Lj--- T — - I -1 5 5 L A SETBACK LINE
r r N / N \i. /% AA / . +r'N`-`! 'ryes ----
L I
DRAINAGE ! UTILITY I EASFJIB/T:&EF i
L
------------
LEGEND
EXISTING TREE
PROPOSED TREE (AS NOTED)
PROPOSED SHRUB (LILAC BUSH)
W N
' `� �O
1 J Z ul)
1 < W Q z
r-------1 ---- s------------ l m a NOTES
Q
tl, -' ------ N 1 z c 1.OPROPOSED MAPLE TREE TO BE PLACED 6 FEET BEHIND CURB
Z
LOT 4,AG�-�-; __---i' �, ; = � g
2. OPEN SPACE AREA (REAR YARD AREA ABOVE NORMAL WATER Z F W
PVC VENT LEVEL) 8000 S.F. ix ][
A ONE TREE PER 2000 S.F. OPEN SPACE - 4 NEW TREES MINUS 7 C J
1 I I LDEM
5.1' - } IDECK EXISTING TREES, NO REPLACEMENT TREES NEEDED O ZLOT 3 _� ` I EXISTING 1 & ONE TREE PER 2000 S.F. OPEN SPACE - 4 NEW TREES MINUS 7 to
I o i GARAGE I EXISTING TREES, NO REPLACEMENT TREES NEEDEDco
19 I ,1 `` Do
4. THREE SHRUBS PER 2000 S.F. OF OPEN SPACE - 12 NEW SHRUBS
I 6�p
I BUIN,N-C PAD -� EXISTING HOUSE : I EXIST. EXISTING HOUSE
HOUSE
Zq N
WELL TO BE SEALED PER MDH I Z I f \ .- J 1 1 1 l i STANDARDS AND SAINAI7ARY I UZ 1 i �iC� Z
1 o I II SYSTEM ABONDON PER I X 1 \ 1XL, a Q
5 I O 1 1 I GOVERNMENT AGENq.. O La W I �
1 a s z a W W
I 1 1 �o--------- 1-- y
_J L_ 1
L--------------r- -- -------in
I
sAx. Eu[v.
g N
' i i --EX. CURB & GUTTER
- LN� (BITUMINOUS SURFACE) 0� '
O INV. EIEV. 9DS]8 - i3
DDDD—D$—D ci
Pi yy D
I W PVC SAPoTARY SENFA
' _ I (BITUMINOUS SURFACE)
_T�--- EX. CURB & GUTTER
-dP eA�u�_ 1--•I��I_ I I I I I�`I I I-
0 ,
Scale: ,'Inch = 20 Feet
JMB I JCJ
cT #
3446.001
DATE
5/06/14
=XEET
9 of 9