6.11 - 6.13 ��/ A\
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;.4 - ITEM 1 6. 11. - 6. 13.
1i
MEMORANDUM
ty of ./
Jlk River TO: Planning Commission
FROM: Scott Harlicker, Planning Assistan /1
DATE: March 23, 1999
SUBJECT: Request by Phoenix Enterprises for
Rezoning, Preliminary Plat (Hillside
Estates 9th), and a Conditional Use
Permit, Public Hearing Case No.'s
ZC 98-7, P 98-5 and CU 98-21
Request
Consider a request by Phoenix Enterprises for a rezoning to PUD (Planned
Unit Development), a preliminary plat for 61 single family lots and a
conditional use permit for a planned unit development for Hillside Estates 9th
Addition.
III Overview
The applicant has submitted revised grading plans which address the City
Engineer's comments. Also attached for your reference is the staff report from
the February Planning Commission meeting.
Most of the comments voiced at the February public hearing were regarding
the traffic situation on Auburn Street. There were also several comments on
the need to preserve trees.
The application was postponed at last months meeting to allow the applicant
an opportunity to address issues raised at that meeting and to allow time to
send out public hearing notices. The County supplied an updated property
owners list and notices were sent out to all the names on that list.
Recommendation
It is recommended the Planning Commission recommend approval of the
rezoning request from Rle (Single Family Residential) to a PUD (Planned
Unit Development) based on the following findings:
III 1. A PLANNED UNIT DEVELOPMENT ALLOWS A COMPREHENSIVE REVIEW OF DEVELOPING
THE PROPERTY.
13065 Orono Parkway • P.O. Box 490 • Elk River, MN 55330 • TDD & Phone: (612) 441-7420 • Fax: (612)441-7425
Memo to Planning Commission/P 98-5
February 23, 1999
Page 2
• 2. THE PROPOSED REZONING WILL BE CONSISTENT WITH THE CITY'S COMPREHENSIVE PLAN.
3. A PLANNED UNIT DEVELOPMENT ALLOWS FOR FLEXIBILITY IN SUBDIVISION DESIGN.
It is recommended the Commission recommend approval of the conditional
use permit and the preliminary plat with the following conditions:
1. A DEVELOPERS AGREEMENT BE PREPARED OUTLINING THE TERMS AND CONDITIONS OF
THE PLAT APPROVAL AND INSTALLATION OF IMPROVEMENTS BE PREPARED AND
EXECUTERD PRIOR TO RELEASING THE PLAT FOR RECORDING.
2. A PLANNED UNIT DEVELOPMENT AGREEMENT IS PREPARED AND EXECUTED PRIOR TO
RELEASING THE PLAT FOR RECORDING.
3. A LETTER OF CREDIT BE PROVIDED TO THE CITY IN THE AMOUNT OF 100% OF THE COSTS
OF PUBLIC IMPROVEMENTS.
4. UPON COMPLETING ALL OF THE IMPROVEMENTS AND HAVING THEM ACCEPTED BY THE
CITY, A WARRANTY BOND IN THE AMOUNT OF 25% OF THE IMPROVEMENT COSTS SHALL
BE SUBMITTED TO THE CITY FOR A ONE YEAR PERIOD.
5. SURFACE WATER MANAGEMENT FEE IN THE AMOUNT REQUIRED BY THE CITY AT THE TIME
OF FINAL PLAT BE PAID PRIOR TO RELEASING THE PLAT FOR RECORDING WITH SHERBURNE
• COUNTY.
6. A SEALCOAT FEE IN THE AMOUNT TO BE DETERMINED BY THE CITY ENGINEER BE PAID TO
THE CITY PRIOR TO RELEASING THE PLAT FOR RECORDING WITH SHERBURNE COUNTY.
7. A GRADING AND EROSION CONTROL PLAN AND DEVELOPMENT PLAN BE SUBMITTED
AND APPROVED BY THE CITY ENGINEER PRIOR TO THE ISSUANCE OF BUILDING PERMITS.
8. ALL GRADING WILL NEED TO BE CERTIFIED PRIOR TO ISSUANCE OF BUILDING
PERMITS.
9. STREET LIGHTS SHALL BE INSTALLED AS RECOMMENDED BY ELK RIVER MUNICIPAL
UTILITIES.
10. A LANDSCAPE PLAN, CLEARING AND TREE PROTECTION PLAN SHALL BE PROVIDED PRIOR
TO FINAL PLAT. THE LANDSCAPE PLAN WILL INCLUDE LANDSCAPING ON THE CUL DE SAC
ISLANDS AND THE MEDIAN ON 193RD AND REFORESTATION ALONG 193RD WHERE
NEEDED.
11. AN EASEMENT BE DEDICATED FOR THE TEMPORARY CUL DE SAC.
12. ALL WETLANDS ON THE SITE SHALL BE IDENTIFIED AND DELINEATED AND ALL WETLAND
PERMITS SHALL BE RECEIVED PRIOR TO COMMENCING ANY WORK IN A WETLAND.
13. A REALISTIC TREE PRESERVATION PLAN BE PROVIDED SHOWING WHICH TREES WILL BE
• PRESERVED.
document6
Memo to Planning Commission/P 98-5
February 23, 1999
Page 3
14. ALL COMMENTS OF THE CITY ENGINEER SHALL BE ADDRESSED.
Ili
15. MINIMUM SETBACK REQUIREMENTS FOR THE PRINCIPLE STRUCTURE SHALL BE AS
FOLLOWS:
FRONT YARD 30 FEET
SIDE YARD 10 FEET
REAR YARD 30 FEET
GARAGE SIDE 5 FEET
16. ACCESSORY STRUCTURE SETBACKS SHALL BE:
FRONT YARD 30 FEET
SIDE YARD 5 FEET
REAR YARD 5 FEET
17. ALL MAILBOXES SHALL BE CLUSTERED.
18. WATER AVAILABILITY CHARGES TO BE PAID TO ELK RIVER UTILITIES PRIOR TO RELEASING
THE PLAT FOR RECORDING.
19. SIDEWALK SHALL BE INSTALLED ON THE NORTH SIDE OF 193RD EXTENDING THROUGH THE
PLAT.
20. TRAIL SHALL BE INSTALLED ALONG THE EAST BOUNDARY OF THE PLAT CONNECTING WITH
• THE TRAIL INSTALLED AS PART OF HILLSIDE ESTATES 5TH ADDITION AND EXTENDING TO THE
SOUTHERN BOUNDARY OF THE PLAT.
21. THE TRAIL PROPOSED ALONG THE NSP EASEMENT BE INSTALLED AS PART OF THIS PLAT.
22. THE LOTS LINES BETWEEN LOTS 24 AND 23, BLOCK 4 AND LOTS 13 AND 14, BLOCK 4 BE
ADJUSTED TO ELIMINATE ODD LOT LINE ALIGNMENTS.
23. LOT 5, BLOCK 1 BE ADJUSTED SO IT WILL HAVE ACCESS FROM THE CUL DE SAC.
24. LOT LINES ON LOT 3, BLOCK 4 BE ADJUSTED SO THEY ARE MORE PERPENDICULAR TO THE
STREET.
25. OUTLOT D TO BE WIDENED TO 50 FEET.
•
document6
:Rug
• r-
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Howarc R. Green Comca_ny
CONSULTING ENGINEERS
March 18, 1999J
File: 804410J-0240
The Honorable Chairman and Planning Commission
City of Elk River
P.O. Box 490
13065 Orono Parkway
Elk River, MN 55330
RE: HILLSIDE ESTATES NINTH ADDITION
Dear Planning Commission Members:
Since last month's Planning Commission meeting when the commission reviewed the HillSide
Ninth Addition, we have had a chance to meet with the developer and his engineer to discuss
IDchanges to the grading plan. The revised grading plan is included in this month's planning
commission packet. It reflects a much more realistic plan of what needs to be graded initially
and what grading can be left to the discretion of the homebuilder, depending upon the size and
style of home to be constructed on the lot. Most of the deficiencies that we noted with the
grading plan presented at last month's meeting have been changed. Most notably, the house
pads at the north end of the plat that were below grade have been raised and the house pads in
the southeast corner of the plat that appeared to be too high and have steep driveways have
been adjusted. The developer has also adjusted the grade on 193rd Avenue providing for
landing areas for the intersecting street.
The current grading plan shows a heavy line indicating the approximate mass grading limits.
We would suggest that in four areas these be expanded to a somewhat larger area. We make
this suggestion because in these areas there is cross lot drainage that needs to be established
prior to any homes being constructed. The areas in question would be in phase 2 Lot 16 and
17, phase 3 Lots 3 and 4 and phase 4 Lots 25 and 26 and 29 through 33. With those minor
adjustments to the mass grading limits, we would recommend approval of the revised grading
plan.
Because of the effort to minimize the removal of vegetation, there are still a number of areas
where cross lot drainage does not specifically follow lot lines, therefore, would not be within
normal drainage and utility easements required on the plat. In these areas, the developer will
need to provide additional drainage and utility easements to accomplish this drainage.
11111
o./proj./804410J/0240/410-0318march99
1326 Energy Park Drive • St. Paul, MN 55108 • 651/644-4389 fax 651/644-9446 toll free 888/368-4389
• The Honorable Chairman and Planning Commission
March 18, 1999
Page Two
The drainage and utility comments contained in our letter dated February 19, 1999 are still valid.
As of this date, we have not seen any revised drainage calculation. The one change that has
been made is the water main is now shown to looped between phases 1 and 4. However, the
other cul-de-sacs referenced in our previous letter are not shown to be looped at this time.
If you have any questions regarding any of these comments, I will be in attendance at your
March 23, 1999 Planning Commission meeting.
Sincerely,
HOWARD R. GREEN COMPANY
Terry J.•M"aurer, P.E.
TJ M:vtw
S
•
I lowarc R. Green Comoa^y
o./prof./804410J102401410-0318march09 CONSULTING ENGINEERS
9 EC WIER TOMER
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PI-IAS; III 8
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�� .__-� PRELIMINARY UTILITY PLAN
`°^� HILLSIDE ESTATES 9TH ADDITION
Elk River, Minnesotan
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/,� 9yaJ LE ssas.5 —I—Existing Watermain
9 O \ ��`. ` 6)—I—proposed Walermain
7) ❑ Denotes Catch Basin
\ 4`;'''''�e. \,\/ 8) Denotes Sanitary Manhole
f ( RYA'S- / \ [.n2 \ 9) Ql Denotes Storm Manhole
qbj c-ane 10) a Denotes Storm Inlet/Outlet
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\ 2 9 \ ` e 12) l7 Denotes Hydrant& Valve
28
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p •\ \ x. se>.a r NOTE: Contractor shall notify engineer and the City at Elk River
1 ' \ • a a minimum of 24 hours prior to any interruption of
aa3D1 \ 0` yy . \\; w' sanitary sewer or water service to existing homes.
EXISTING Wilt TIES
,305o
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7 'N 1) The inxmotion shown i+, these drawings concerning typa and
\� ' O/ / � s \ (] location cl existing utilities is not guaranteed to be accurate
, ������---•••''' \ LL N., ,J or all inclusive. The Contractor is responsible for making his own
re s1 0 .�• q4 1.— determination as to the type and loioyibri of utilities as may
:E e j �� \ J^ o J \'N 0 be necessary to avoid damage to these utilities.
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t� \ 2) The Contractor t shall be respanslble for existing utility locations.
�Y • - J`� + \�/ Col Gopher Slate One at 45.1-0002 for locations,
A. qq \ \// \ ^ ,1 SANITARY SEWER
crs \'r c ',0 + { I 1) Sanitary Sewer shall be PVC SOW 35 unless otherwise noted.
_ D.E.SSD .J
\seer `• a slpGvgn r \n 9i 35 \ " 2) Sewer Service locations shall be verified in the field
ue to E.vet.. i \ + prior to
N aE.93t0 \ �/ Con StfU dtlDn.
\fess 36 \ .
e WATERMAIN
1) Water Services shall be. 1 inch copper type K.
a • .ii\
O \ \ /--tOrinexe,vane STORM SEWER
�� r •rse 1) Storm Sewer lengths include the loving length of the apron.
_ '� \' Laying length at opronq will be deducted from puyenent length
■ of pipe.
?x� \ CURBS
/ ILE deet �w ll a� 2 1)Backfilling of Curbs with cal-site material is Incidental to curb
tr.Y6f e4 , ,\ construction.
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N STREETS
//v , � 1) Saw rut existing Bituminous and Concrete Curb to provide
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butt joint
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2)Removal and disposd or existing street materials as required
r/ v \\\ --...„......./..,D.,_v e ` for construction is incidental. i!
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b �\\ /,^.�` \+ u J.:'I1j9D-IvEYSEP CRApE3 ray erect 5u(�;'rl'Jon aad fh.:f 9m J dot;registered pro-
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I- ,. 7I ` -`// \i\ sirs PLANNING ENGINEERING /� 2�p
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� CHARLES W PLOWE CONSUL 77NG ENGIN:ER
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// Rgyy�90 �� CIRCLE PAVES, MN 550t4 (61?1 785-IOIS
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�- Riverside Development Corp.
LDS1.11"' 19230 Evans Street (1 1
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,�l � \� . ,�� ��' HILLSIDE ESTATES 9TH ADDITION
\ I Elk River, Minnesota
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N I� ROCK CONSTRUCTION ENTRANCE
. 1 `/111,,,,i6E4 'W ' / e 7: '
1 °.,, t:,GENERAL NOTES
/'�,,, _.:..� I �'^ol I \\ I P i FRO;;i.AL4DNT�l NOTES h IMPIFMFNTATION SCHFDUIF
o •- ''. q0 rs / r (I) QP.ILIi 70 RJUIli GRADING, fIJSTALL SILT'TOP FENS:{S IN L(.CATIONS SHOWN
,y�"00/0, UDIi1LATAL:CLT ;TCP FENCES WILL 6E REOIJIRED WHEFE LOCAL COrIDITIONS REQUIRE
A - z :_,•
(2) EXCAVATE GR PONDS
aSA �, y�i /04�' ) /
(3) ROUGH GRACING SHALL PROCEED ON AN AREA BY AREA BASIS TO MINIMIZE
7L , i1NCOMPLETED AREAS
� , � / �) \ \ / / (4) WI THIN
NATIVE TOPSOIL. SEED, AND MULCH ANCHORED WITH A STRAIGHT SET
t !,► . ! J DISC WITHIN N DA',S OF ROUGH GRADING.
'')\\` �L"'� ..\----;\"\-3 / / (�j MAINTAIN AND REPAIR SILT STOP FENCES(INCLUDE THE REMOVAL OE ACCUMULA TEP
`�` ' / 4 SILT,UNTIL VU,ETADON IS ESTABLISHED.
`` �� , �� \ (n) RIPRAP TREATMENT AT ALL DIS�'NARGE APRONS SHALL BE GROUTED. ALL RIPRAP
• AVOMS.� r \ \/ , F� SHALL BE CLASS III.
1� �� \ ...1'//,� A ROTE CONSTROCTION ACCESS ROAD SHALL BE INSTALLED AND MAINTAINED AT
/ I*.
�g��ig/ '` \� / ENTRANCES i0 EXISTING HARD SURFACE ROADS. ROCK:ENTP.ANCE 41ALL BE NO
� I �� r` / LESS THAN 50'IN LENGTH AND AS MADE AS NECESSARY FOR TT?AFFlC. USE I'
�g/s�,EI� `fit `, \ TO Z'WASHED ROCK
_ LEGEND
1 x 507.40 Proposed Sot Elevation'
x' �. \�• '" I ) _ — Denotes Dr r.
Xfit
„ �� i ) 2) ection of S dace 0 anoge
/' �/�� +� l 4) 'Denotes Proposed Contour
/ �r . t 4) Denot•.s Ezistnig Cnnlcvr
141
' )�� Denotes Silt Fence
��01, e .�,+„ ” ,firSL, ` • All spot elevations ore bituminous surface a
\ �� +� , ,•' \ `_ " .....__
_ ._ ;, , , , gutter unlyss otherwise noted.
\•. ,, '-v-/� 41 GRAPHIC SCALE
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