7.6. SR 05-17-1993
rei -\)
( );
rl~
ITEM 7.6
TO:
MAYOR AND CITY COUNCIL
FROM:
STEPHEN ROHLF, BUILDING AND ZONING
ADMINISTRATOR
MAY 12, 1993 ~~
DATE:
SUBJECT: FINAL PLAT REVIEW OF THE PLAT OF
HILLTOP WOODS ESTATES BY DAVID
GOW/PUBLIC HEARING, CASE # P 93-03
The plat of Hilltop Woods Estates was originally proposed as
seven, two and one-half acre lots. The plat has been adjusted
as discussed at the Council meeting and now contains a total of
eight lots.
The following paragraphs will highlight the stipulations placed
on preliminary plat during the Council's review and their
status:
1. LOT 3, BLOCK 2, MEET CITY WIDTH REQUIREMENTS. The
lot number has changed, however, all lots on the
final plat meet the City requirements.
2.
THE NORTHERN PORTION OF THE 40 ACRE SITE NOT
CURRENTLY INCLUDED WITHIN THE PLAT BOUNDARIES, IS
MADE AN OUTLOT OR AN ADDITIONAL BUILDABLE LOT. That
portion of the plat in now Lot 4, which Mr. Gow is
proposing to build his own house on.
e
3. STREETS
A. TERRY MAURER'S COMMENTS ARE INCORPORATED IN THE
DESIGN OF THE ROAD AND THAT MR. MAURER REVIEWS
AND APPROVES THE DESIGN OF THE STREETS AND
INSPECTS THEM. The road has changed according
to Mr. Maurer's comments (see attached letter
from Mr. Maurer dated May 7, 1993).
B. THE ROAD IN THIS PLAT IS NAMED VICTORIA DRIVE.
Accomplished.
C.
A CONSTRUCTION PERMIT IS OBTAINED FROM
COUNTY ENGINEERING DEPARTMENT TO HAVE
AVENUE CONNECT TO MEADOWVALE ROAD.
developer and his contractor will have
coordinate with the County on this issue.
THE
205TH
The
to
e
D. THE CITY ATTORNEY VERIFY THE LEGITIMACY OF THE
EASEMENT FROM MRS. COATES TO THE CITY.
Accomplished.
4.
MR. MAURER'S COMMENTS REGARDING DRAINAGE ARE
INCORPORATED IN THE DESIGN OF THE STORM SEWER FOR
P.O. Box 490 · 13065 Orono Parkway · Elk River, MN 55330 · (612) 441-7420 · Fax: (612) 441-7425
Hilltop Woods Estates, Final Plat
May 12, 1993
Page 2
---------------------------------
e
THIS PLAT. THE DESIGN MUST BE APPROVED BY MR.
MAURER. THE DEVELOPER MUST PROVIDE DRAINAGE
CALCULATIONS TO SHOW THAT THE EASEMENT IN THE PLAT IS
ADEQUATE IN SIZE. Again, staff refers the Council
to Mr. Maurer's letter dated May 7, 1993. The
developer will have to coordinate with the County
Engineering department regarding that portion of the
drainage that flows towards County Road 32 and
ultimately ends up in the ditch for that road.
Further, catch basins should be required instead of
spillways from the road in the plat. Staff is
recommending that Mr. Maurer have final approval of
these plans prior to the plat being recorded.
5.
THE TREES REMOVED DURING CONSTRUCTION OF ROADS AND
HOUSES HAVE THEIR STUMPS REMOVED WITHIN 24 HOURS OR
HAVE THEIR ROOTS SEVERED FROM ADJACENT TREES PRIOR TO
REMOVAL. ROOT SEVERING MUST BE DONE TO THE DEPTH OF
5 FEET. FURTHER, EXPOSED ROOTS MUST BE BURIED THE
SAME DAY AS REMOVAL. THE DRIP LINE OF TREES
REMAINING AFTER CONSTRUCTION MUST BE ROPED OFF TO
DEFINE AN AREA OF NO ACTIVITY TO PROTECT THE TREES
FROM MECHANICAL DAMAGE.
6.
PRELIMINARY PLAT REVIEW REQUIRED $2,800 FOR SEVEN
NEWLY CREATED LOTS. Paid prior to recording.
e
7. A DEVELOPMENT PLAN BASED ON SOIL BORINGS MUST BE
APPROVED BY STAFF PRIOR TO FINAL PLAT APPROVAL.
Staff has talked with the City Engineer and the
developer's engineer regarding this. Staff feels
comfortable that there is a buildable site on each of
the eight lots in the plat. Soil borings and perc
tests are a normal requirement of building permit
issuance and staff feels comfortable if they take
place at that time and not prior to final plat
approval.
8. THAT THE PUBLIC IMPROVEMENTS ARE SECURED BY A 100%
LETTER OF CREDIT PRIOR TO RECORDING THE PLAT (OR
WHATEVER PERCENTAGE IS CITY POLICY) PLUS A WARRANTY
BOND IN THE AMOUNT OF 25% OF THE COST OF THE PUBLIC
IMPROVEMENTS IS PROVIDED TO THE CITY FOR A 1 YEAR
PERIOD AFTER CITY ACCEPTANCE OF THE PUBLIC
IMPROVEMENTS.
9. THE IMPROVEMENTS IN THIS PLAT HAVE A COMPLETION DATE
OF ONE YEAR FROM THE DATE OF FINAL PLAT APPROVAL.
e
10. A DEVELOPERS AGREEMENT IS ENTERED INTO REFLECTING
THE STIPULATIONS OF APPROVAL.
11. THE DEVELOPER MUST REIMBURSE THE CITY FOR THE COST
OF REVIEWING THE PLAT PRIOR TO FINAL PLAT REVIEW.
e
e
e
Hilltop Woods Estates, Final Plat
May 12, 1993
Page 3
---------------------------------
As of the date of this memo, the bill for this has
not been paid. Staff will update the Council at
Monday night's meeting.
12.
THE TEMPORARY CUL-DE-SAC IS
END OF LOT 4, AND IS MADE FULL
THAT FALLS OUTSIDE OF THE 60
BE SECURED BY TEMPORARY
AUTOMATICALLY RELEASED WHEN THE
EXTENDED TO THE NORTH
SIZE. THAT PORTION
FOOT RIGHT-OF-WAY MUST
EASEMENTS THAT ARE
ROAD IS EXTENDED.
Staff recommends the following additional stipulations be added
to final plat approval.
1. THE COST OF THE FIRST SEAL COATING (AS ESTIMATED BY
THE CITY ENGINEER) IS PAID BY THE DEVELOPER PRIOR TO
RECORDING FINAL PLAT.
2. THAT THE DRAINAGE AND UTILITY EASEMENTS THAT EXTEND
NORTH AND EAST FROM THE RIGHT-OF-WAY IN THE PLAT,
ALSO BE DEDICATED THROUGH EASEMENT DOCUMENTS TO THE
CITY FOR ROADWAY PURPOSES. Road easements can not
be dedicated as right-of-way on the plat drawings or
they will create separate lots out of Lot 4.
3.
MODEL HOME LOCATIONS ARE CONSIDERED, IF THE
DEVELOPER DESIRES THEM PRIOR TO PUBLIC IMPROVEMENTS
BEING COMPLETED.
i/
l
ZJ3TM LJ
'"'' 1- ~
I ~I
ZlITH
:~:~ h--' \-J
, ..... - ,j
TJIE
Z081'H \
4t", 1._. __
I"
zo,,, \
21~TM
21STM
r-
ZI5TM
ZI'1'H
Zl4TM
ZOSTH
ZO 4no
Z031l0
202/10
201$"1"
ZOOTM
I 991'M
..
1,7TJf
". TJf I
./ ~
. ,f<;.2J~
.,\~
.
\.
"'T
I
I
----r
n
I~
:r}
~-1^,
~~
0,<) 0.>-
~/- ('0
J-
!
I,
i\. !
: I
l:-
I j I I I
l-
I
I
I
Dr"'" Me
,'~
I
I
(
..... :"'G~~":"olI'
~t .:'~~~
jg~ ~~~t
:=~ - ~ ,,' '--
~ I . 4.'__.
i I . ~-
..... ~. -.... -- i
. I
~
-.--
:Si .-
...."
~.
;
/
~ .. .
Of
e
e
e
CONSULTING ENGINEERS
Maier Stewart & Associates Inc.
May 7, 1993
File: 230-167-11
Mr. Steven Rohlf
Building & Zoning Administrator
City of Elk River
P.O. Box 490
13065 Orono Parkway
Elk River, MN 55330
, :'(, 0 ,~~~
"t.t't\ \I t \) \Jt~
RE: HILLTOP WOODS ESTATES
Dear Mr. Rohlf:
As requested, we have reviewed the information submitted by John Oliver & Associates
regarding the above-referenced plat. This information included a revised grading and drainage
plan, storm sewer calculations, and a copy of a letter addressed to Mr. Harvey Richner,
Sherburne County. We have reviewed this information relative to our original comment letter
dated March 16, 1993.
The four items noted in that letter, specifically items 4, 5, 6, and 7, have been adequately
addressed. The revised grading plan shows a landing area approximately 100 feet long at the
intersection of Victoria Drive and County Road 32. A full-size cul-de-sac has been added at the
north end of Victoria Drive. Drainage calculations indicate that the pond is adequately sized to
deal with the drainage from the plat and the copy of the letter to Sherburne County indicates that
drainage relative to County Road 32 is being dealt with by the County. One issue that is not
quite clear is the storm drainage internal to the plat was recommended to consist of catchbasins
rather than allowing the water to run off the edges of the roads. The revised grading and
drainage plan has symbols which indicate catchbasins but they are not specifically called out.
We would still recommend catchbasins be required at this location.
If you have any questions regarding these comments, please call.
Sincerely,
MAIER STEWART & ASSOCIATES, INC.
~~
Terry J. Maurer, P.E.
TJM:tp
167-0706.may
1959 SLOAN PLACE, SUITE 200, ST. PAU ,MINNESOTA 55117 612-774-6021
9800 SHELARD PARKWAY, SUITE 102, MINNEAPOLIS, MINNESOTA 55441 612-546-0432 . Equal Opportunity Employer
e
e
e
October 19, 1992
~0
nces H. Coates
12735-289th Avenue
Zimmerman, MN 55398
Pam Robideau
20489 Meadowvale Road
Elk River. MN 55330
Steven Stoffers
14092 Victoria Lane
Elk River, MN 55330
Dennis & Arleen Kramer
20789 Meadowvale Road
Elk River, ~~ 55330
Jerry & Joyce Jorgenson
14054 Victoria Lane
Elk River, MN 55330
Paul & Catherine Juenemann
20633 Meadowvale Road
Elk River, MN 55330
Gary Martin
7867 Oday Avenue
Elk River, MN 55330
St. Louis Park Sportsman Club
5533 France Avenue N.
Minneapolis, ~~ 55429
Gregory Frank & J. Rauch
14527 County Road 79
Elk River, ~~ 55330
Steven & Tammy Pullar
20343 Meadowvale Road
Elk River, MN 55330
Mark & Kay Lee
20428 Meadowvale Road
Elk River, MN 55330
J. Wendorff
20460 Meadowvale Road
Elk River, ~~ 55330
David Gow
20493 Meadowvale Road
Elk River, MN 55330
Mark & Vicki Sivila
20456 Meadowvale Road
Elk River, MN 55330
Marilyn Van Patten
12950 Meadowvale Road
Elk River, MN 55330
Mr. Dennis Chuba
20455 Meadowvale Road
Elk River, MIf 55330
Mark & Wendy Grimmer
20466 Victoria Lane
Elk River, ~~ 55330
Thomas Nielsen, Jr.
14129 Victoria Lane
Elk River, MN 55330
Ralph & Mary Jerzak
14109 Victoria Lane
Elk River, MN 55330
Glen Eykkeren
14071 Victoria Lane
Elk River, MN 55330
James & Carol Laduke
14041 Victoria Lane
Elk River, ~~ 55330
Victor & Silvia Archambro
14031 Victoria Lane
Elk River, MN 55330
Wililam & Colleen Gass
14021 Victoria Lane
Elk River, MN 55330
Michael J. Hiltner
20431 Meadowvale Road
Elk River, MN 55330
.
::rOOCD
9: ~ T~.
~ ~~<o
~c,._6
. 5":f_
C S' m ~
(/';..o4Vl ~
<g. 0 9.. S'
o - ~
~ 5~~
g~~~.:r
,..... c .0 g
~~U1o..
%~ffE-
""0......0
s: S'~:
m ~
~ !.<CI
m" S: ~
ell ::r~
I
'.i'
s= 9.
c ~
~ 0
..-g
o
~
~
~
~
m
3
~
~
o
m
"
c0-
o
~
I
15
I-
I
I
I
L___
I
I
I
I
I-=-
o
I
I
.
gj~5'6
~0(O""
5.Ci):~
~-1::::ru
?E.~ ~~
,.,,0
AJ __ ~
_~i'Ul
o
ill' g,:
0_"
{f; :TiJi
~ m
~ ~{~
"- '
o~~
~2.g
S-
o
~ %~
~ ~ ~
'" QVl
g ~ g
"-
-0
::ViS'
rm
ifl~
, m
",-
(Q:f
..p.;:;.:
, co-
3
o
o
c
3
~
I I.
I ,~" 1
I :' I
I i;< I
I I' I
1 :,,:' I
I "'I ;~. I
1 "; I '" '"
II }: i~~ ,I //~",J 31
" .0.'/
I I ,,::/ '6 .
I ,::: I " . ':/ ,," g
: I:::: /~.,::/ / ~
I 133 V.-.J,J' / // g
I I ':>'~J II ~
1331;' II
I' (
))' 1
11.1.1' I
1'-::/' I
/('/,J,J~601
, II I"
1.:>/ I I
I'.:; I I <0' I
I , I 1 ::: 1
/ / I I
I" I I I
1,-',/:, I ~~ 1'- I
~,J,J / ~~: "; :
/;/ 8~ I ;;, I
I 0;" 1 I
I ~i<1 I I
I ~S I I
, - I I
~\ I 60 I
~
"
o
'0
[
i',
,
,
'....... -S~
,
~~'........
\..7
,
,
...... ,_:
,
,
.2'>,
.-. .......
I
pKlI
.<0
~ ;;S I
~ ..
-',. /...... i:E.1
...........-/;;.1 '"
.... i<1
"
~
I-
i]>
\~
~
~; ;
'"
"
r~ ~
'"
~ = ; ()
.'"
~
---~.:.:_~
i '"
Z;II~
~\ I~
I"
~ :'
9,
--J
~!
(Xl
I'
I'
I'
I'
,I
,I
,I
-.!L
....
....
""........
............
~
~)>VlV)
~VJ:I(1")
:!::~,,8
~~..,. ~
~~~~
(TI~0o
z _~
-1"01
. ~~~
~.c"'~
0""
>"
o;m
in
I~
L
I
160.00
~
~
~
).
~
Q"
it
ill
s-
f)
II
~.~
D-
07
~!'-
I i
~s: '2
03
o'
02,
. .
00
. .
![
~~
'7
:<.
o!'-
gir
~~
35'
~~
~!
~
Q
"
o
o
7
.'
"
l~
-....J
164.00
"
! :r
~
o
o
~ 0
2 0
~
.
.
.
~
~
fi
o
.
1"
'"
I'ii
~
I '~
:}!'{
'<:~
~-<"
v
o
-0
ro
f
o
ii'
-~
~.
~.
~O
.@
~
:;:
o
o
o
o
.
3
[
$
~
o
o
m
"
'"
~.
ro
~
~
~
~
'"
.S
"
"
f
'"
o
~ ~
i ~
o
o
c
o
m
~ !
o
.
o
.
o
CD
~
.
,;'
.'
-0
~
; ~
~ ~
~ i
I J
v
i
"
o
.
.
~
o
o
o
~
>
j
7
.'
-0
~
-0
o
i
'"
7
.
~
,"
o
~
o
~
o
o
~
~.
.
7
"
7
o
"
.
~
~
o
-0
-0
[
.;[
.
iDE
~[
"
o
o
!\"
~
.
o
.
.
o
o
~
o
o
.
.
n
g"
7
.'
~
~
~
o l
~ ~
- ;;;
'*-
~
..
~
.
.
5'
o
.
[
o
.
-0
o
0:
o
o
!'-
o
.
.
"
~
"
'"
~
~
~ ~
o
~
~
7
.
o
~
o
~
"
CO
~
.'
"'
~
'"
~
~
o
o
o
o
c
~
z
o
g
~
I
o
"
~ ~
o
3
~
~
~
.
0:
o
7
2
.~
~
"
,-
o
o
'"
~
~l j
"-
"
~ o~o~.'
i :
i
z
c
~
~
/__ WEST LINE OF THE SE 1/4 OF rHE $W 1/4, SEC. 18, 133. R26
II
II
i I
'\, II
~'I~
o -'
t:11~
-'ii
'I
II
I
I!
II
! !
i I
NOIO\3'OQ"W
-.lL
! I
II
i!
,
,
X \
0'>
;94,91
NOI 1300' W
.w
'"
~~i
~ :J I
2.91
~~
,~ I
~ .-- I
;[1
~~I
"'~ I
~~
I
I
I
,
!
,
gg4 ~
:~~~
~, g ~ '<
o 0 n
m!
~~~~
o ~ '=" ~
~::l"Y<
~[ei
~;;; g
o 0
g;S35.
6:~"2-
l'J.....3e.
~~H
Q 9. o-.g
~ ~~~
~Kg~
1~~~
00-"0 a.
HH
~.~ i~
~ o~ III
e;;;g:r:
~~~~
:) ~ 11I S6
~~~~
~~~g
~\~~ ~
~ c.. R> ,:;j
~~~~
o~......o..
"'-05":;:
~~~~
HH
. :;: 00
~ rn g
Q g ~
~~~
[$
R~ ~
o
~ m
. 0
.
f ;
i I
~ j
CD
"
~~
~ ~~
~ ~
"
"
~~
~. 0
n S'
:T~
I;;.~
~
.
!i
~
.
CD
o
o
~
o
'"
"
'"
~.
7
o
o
c
.
o
~
.
"
o
g
'"
~
"
'"
;:i
'"
1
o
21100
+
1l=300QQ'19"
l:39B. 50 "
i r ~ L=209.2'
\ 1(-- .... ) 1I.=19001'4S"
,
\
,II
II
II
II
",I I~
~Il~
~. -3
\ 1~:
1308.62
::f l:
~ .~
~ ~
"
~
o
3
3
~.
~r
.
..,
~
o
~
.
0"
001
~
.
o
.
o
o
.
i
~
~
"
o
..,
"
o
~
o
o
o
o
t
o
~
.
~
~
1-- \, /
"
I 30 i ?')i,
18
I &Ii
~Ii
~lM
~Ill:'
I I Ig~
:' ^ U'I~O
Iii: '-() (j~
I ~ ^' I 9~
~. 18 ~
~ I ~ /' I-,j'
Ie) /-> 130130
I :" " ,~C' \5 I I,
I '\! / 0n.'~-~'OC;\7""1::I Z
0' ,-0:.;' ;Jl,d<J 0,\ l (Xl
/ s~~;:' ,,01..;:' --- ~ ~',
I:: '- \ '\/ ,,'f';'-:;-' IS ::-
--\...." -';/.0, ,(~ / N I-
I ---~-y: \,.' / I to ~
! /~~ ~
, I I , /"0 005-' \.. "'" I "
~ / ~
)1' ',d:;/' /
~ ~ _:-, '&)/ i<1
> 6>;<'< \ L^:Q~ -- / ';:
-~-"..r--- \ 0 ~
6\'~lJ:"/ --~~z r ~
I'~~!
~I
I "
, ,
30: 30 ;
1 I
\ !
\,
-...-JL
I '
II
II
II
II
II
II
723.88
(]I
204-.97
77.09
"1'
VI
I
II
,I
~
EAST UNE. OF THE SE 1/4 m" THE SW 1/4. SEC- 18, T33. R26
1311.99
~l
101
;0'
I V1~lm
~: ~;i~
~I o::..=!O!
-- 8,:;18.
~~I:E
';;'
\11
21
"
\k'
,""1
I~
'4
J 30 l~
I
I
,
I
, I
, 30 130 I
.-J
L.
~
o
~
3
~.
g
"
,
.
~
00'
o
~
o
u
o
~
o
z
o
o
~I
~I
~I
31-
:~
,,~
~'I
~I
oj
:;'1
II
~I
~.
g~
~I
~I
'I
<>
o
.
z
o
o
-0
~
~.
..,
~
o'
~
~
'"
o
0:
Y'
~
o
o
c
'"
Q
C
o
u
.;[
^
o
~
"
I
"
~.
o
_u_ 549.53 _u_
I
(;j
IN
po
I~
..J
~~
8~
~~
'~i<1
~-
y.~
~.
'"
"
~
'"
~
"
!i
~
~
~
'"
"
m
v>z
"m
-.::.8
...",
z
:<1~
o
.~~
.~i
~.
,
,
,
,
~i
:l'1
.
I
1
I
I
I
=::......x 0'"
~:~ =1. ~~
~Q2 lb
O~H =,~o~.' l ~
~.(t ~ :: ~:
Q. C (II -g -<
~i-~ ~" ~ ~
~.~Q ~~
~g: ~ ~~
~~~ ~, ~5
f! 2. g ~ 0
;g ~ [ i[
<>o~
~H ~ H
~~; . ~ Y'
:rn' ~ ~ ~
~g.~ ~ ~o
~~~ g' 2.~
... c;);.
;;::~ fjJ ;e.
g~g ~ ~~
.... 3 r'"l g ~
[~S ; ~~
00 C fTI ~fi
......01.Ui t: ~.:
~~g AI ~~
I .t: 0.] v
I : ~ lb f'[
I:~ ~ ~~
I rJ-g. cUo
g.'2.: . ~
~ ;:. g ~}.;;.
-.. 0 ~m
lo~~ ~:
i ~. R .. ~
I 0 0. ~~
I -g 2. ~ ~
(; g- 0
:: ;~
~c~= !, w
..., r":"i-
-a a- 0
I ~ g
lOOQ.
~%~
_"
o c
,E=-
;;:0
o c
~ ~
~I
[
>
:l'
.
0-
~
gi
o
z
25
10
I
I
I
N
o
o
"1
r"
,."
-0
'-"
o
o
-o-~
.
'"
"
~
....-
,.....
o
-0
'"
.~
"
I
~
g
~
~
~
CI)
I~
g~
i!
" ~
~