HomeMy WebLinkAbout03/26/2003 Env Bd PacketCity of Lino Lakes
Environmental Board Meeting
March 26, 2003
6:30 p.m.
AGENDA
1. CALL TO ORDER
2. APPROVAL OF MINUTES
3. APPROVAL OF AGENDA
4. OPEN MIKE
5. ACTION ITEMS
A. Ravens Hollow /Preliminary Plat Review
6. DISCUSSION ITEMS
A. Zoning Ordinance /Rod Kukonen
B. Heron Update
C. Earth Day
D. City News Letter
E. Surface Water Management Plan
7. OTHER DEPARTMENT REPORTS
A. Forestry
B. Solid Waste Recycling
C. Environmental
8. ADJOURN
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Agenda Item 5A
Environmental Board Meeting Date: March 26, 2003
Topic: Ravens Hollow /Preliminary Plat Review /Rezoning
Background: Ravens Hollow is a 22 -Acre area South of the Fox Trace
Development. Location map is attached (Attachment 1). Ravens Hollow is a 39
new and 3 existing unit proposal to residential development. (Attachment 2) is
the Developers proposal sheets.
(Attachment 3) displays the MLCCS for the area.
This Development Proposal is guided by the new Zoning Ordinance.
Rice Creek Watershed has given conditional approval pending receipt of
changes. (Attachment 8).
Analysis: Existing significant vegetation on the site consists of 6.34 acres of
Oak forest dry subtype, 3.9 acres of Aspen, and .5 acres of Native dominated
upland shrub -land. The rest of the vegetation on the site is introduced conifer
with deciduous, open water, long grasses and forbs on upland soil.
The developer has submitted a tree inventory and resource plan. The Tree
Survey only shows 16 inch or larger trees. The developer is working to update
the tree inventory. The resource inventory lacks the MLCCS information. The
Developer is updating the Resource inventory.
Ravens Hollow Landscape (outside the development and larger scale) Scale
resource in formation is depicted in (Attachments 4 and 5).
Most of the surface water in the Ravens Hollow development site flows (at least
at one time) to the SE and into the complex wetland area shown in Attachment 4.
The Potential Unique wet legend on this map shows where unique soils and flood
plain overlap. At least some of the features checked in these areas, have been
destroyed by changes in surface water and fill. It may be possible to restore
systems already altered in some of these areas, if no further degradation occurs.
Caution should be used in routing water to the SE. off of Ravens Hollow and in to
this area. Caution issues should be centered on flow direction, volume and
quality controls.
There are no identified resource zones in the proposed development. There is a
Lake Protection Zone to the NE off the site, and Zones 1 and 2 to the SE off the
site. (Attachment 5). Note that the majority of water from the Ravens Hollow site
does not convey to the Lake Protection Zone. A good deal of it at least
historically went into the zone 1 and 2 areas to the SE.
The proposed pond on the SE side of the development appears to be dug into
the traditional seasonally high water table. Engineers should confirm post
development seasonally high water levels under this pond. Engineers should
confirm there is adequate (3 to 4 feet) of separation between the bottom of the
pond and the post - development seasonally high water table. Separation is
important in order to adequately address concerns of ground water pollution
potential in the sensitive soils of this area. Well protection to the SE, and the
degradation of the ecosystem are environmental concerns for the ground water.
It is now speculated that stagnant water pond areas that maintain depths of
around 2 to 3 feet, for more than a couple of weeks, are likely breeding sites for
West Nile mosquitoes. If water levels in the SE pond will be maintained at 2 to 3
foot levels in normal conditions, than the developer should submit a program or
plan that ensures long -term treatment of this pond.
Preliminary Tree Save Area (Attachment 6) indicated on the plan shows a
proposed area of about an acre and one half of Oak forest to be preserved. This
area can be an excellent infiltration site if existing surface water is maintained
through this area.
This area has had had oak wilt infection in the past. Control measures have
been taken. Control measures to prevent and control disease should be part of
the Tree Preservation Plan. Disease control is enforced through the Tree
Disease Ordinance.
Public access into the preserved woodland and the infiltration area on the North
and South side of the woodland should be planned for in order to maintain these
systems. Once the tree inventory is modified to include all significant trees, a
Tree Preservation Plan should be submitted, approved by staff, and
implemented, before soil disturbance.
Permanent Conservation Easements are proposed for this site. Please see
(Attachment 7).
This development has a lot of potential to save trees and manage water
resources. Keep in mind, that once an accurate Tree Inventory and Preservation
Plan is developed, it is quite possible to see many more trees left in the
landscape.
No soils should be imported or exported to this site without City approval.
Topsoil removed from the site for grading reasons should be used on the site.
Soils in designated open -space preservation areas should be protected from
compaction. Infiltration areas should be shaped with low- compaction equipment
and protected from further compaction. Attempts to maintain pre- existing soil
compaction levels should be made throughout the site, except for where
engineering standards require it.
All seeded areas should use the City standard for native seed mixes. Where
erosion control issues overlap native seed areas, native seed should be
incorporated into a standard, quick -start erosion control mix.
The Developer should escrow money to allow for one planted 2 to 2.5 inch balled
and burlapped boulevard tree per house frontage.
Options:
1. Approve the preliminary plat with recommended cautions and concerns of
staff and Environmental Board addressed.
2. Recommend denial.
Recommendation:
Pending Environmental Board Review
Environmental Board Comments:
Attachments:
1. Ravens Hollow Location Map
2. Developer Proposal Sheets
3. Ravens Hollow MLCCS
4. Ravens Hollow Surface Water/Potential Unique
5. Ravens Hollow Resource Zones
6. Ravens Hollow Approximate Tree Save Area
7. Permanent Easement
8. RCWD /CAPROC
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EXHIBIT #_7
RECEIVED
FEB 2 4 2003
CITY OF LINO LAKES
PERMANENT EASEMENT
K -G Development, Inc. a Minnesota corporation (Grantor) for and in consideration of
good and valuable considerations, the receipt of which is hereby acknowledged, does
hereby grant, bargain, and sell, release and convey to the City of Lino Lakes a body
corporate, (Grantee) and to its successors and assigns a perpetual easement for
Conservation purposes across that part of the Northeast Quarter of the Southeast
Quarter of Section 31, T. 31 R. 22, Anoka, Minnesota described as follows:
1- Commencing at the northeast corner of said Northeast Quarter of Southeast Quarter;
thence on an assumed bearing of South 0 degrees, 31 minutes, 29 seconds West along
the east line thereof 44.22 feet; thence North 89 degrees, 13 minutes, 35 seconds West 33
feet to the point of beginning of said easement; thence South 0 degrees, 31 minutes, 29
seconds West 612.78 feet; thence North 89 degrees, 04 minutes, 35 seconds West 153.34
feet; thence North 10 degrees, 31 minutes, 41 seconds East 104.86 feet; thence North 0
degrees, 27 minutes 28 seconds East 92.80 feet. Thence North 15 degrees, 32 minutes, 56
seconds West 79.74 feet; thence North 35 degrees, 30 minutes, 09 seconds East 16.33 feet;
thence North 63 degrees, 45 minutes, 25 seconds East 53.71 feet; thence North 44
degrees, 13 minutes, 52 seconds East 65.50 feet; thence North 20 degrees, 59 minutes, 07
seconds East 64.67 feet; thence North 0 degrees, 35 minutes, 22 seconds West 56.28 feet;
thence North 20 degrees, 42 minutes, 24 seconds West 55.94 feet; thence North 41
degrees, 20 minutes, 35 seconds West 58.89 feet; thence North 56 degrees, 42 minutes, 24
seconds West 30.37 feet; thence North 72 degrees, 18 minutes, 51 seconds West 53.66
feet; thence North 0 degrees East 9.72 feet; thence South 89 degrees, 13 minutes, 35
seconds East 169.68 feet to the point of beginning.
2- Commencing at the northeast corner of said Northeast Quarter of Southeast Quarter;
thence on an assumed bearing of South 0 degrees, 31 minutes, 29 seconds West, along
the east line thereof 827.09 feet; thence North 89 degrees, 04 minutes, 35 seconds West
33 feet to the point of beginning of said easement; thence continuing North 89 degrees,
04 minutes, 35 seconds West 330.62 feet; thence North 0 degrees, 55 minutes, 25 seconds
East 46.18 feet; thence North 10 degrees, 56 minutes, 47 seconds East 57.78 feet; thence
North 63 degrees, 50 minutes, 39 seconds East 46.75 feet; thence South 68 degrees, 05
minutes, 24 seconds East 40.10 feet; thence South 89 degrees, 04 minutes, 35 seconds
• East 240.74 feet; thence South 0 degrees, 31 minutes, 29 seconds West 109.81 feet to the
point of beginning.
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3. The following terms and conditions shall apply to the Easement Area:
A. The Easement Area shall be preserved in its natural condition. No trees,
shrubs, or other vegetation shall be planted upon the Easement Area and no
trees, shrubs, or other vegetation shall be removed from the Easement Area
without the prior written consent of the City, except that the Easement Area
shall be kept free of noxious weeds.
B. Upon sole request of the City, and as determined by the City
discretion, Grantor shall, at its cost and expense, remove any dead, City's sole
dangerous, or diseased tree(s) from Easement Area.
C. No building, road, impervious surface, sign, billboard, fence, utility, or other
man -made structure shall be placed in the Easement Area without the prior
written consent of the City.
D. No trash, waste or other offensive material, soil, or landfill shall be placed
upon or within the Easement Area without prior written consent of the City.
E. No change in the general topography of the Easement Area landscape,
including, but not limited to, excavation, dredging, movement, or removal of
soil, shall be allowed without the prior written consent of the City.
F. The duration of the easement is perpetual.
IN WITNESS WHEREOF, the above have caused this instrument to be executed as their
free act and deed, on
2003.
K -G Development, Inc.
By:
Its: President
STATE OF MINNESOTA
COUNTY OF ANOKA
This instrument was acknowledged before me on this day of
by Rockne J Goertz, president of K -G Development, Inc, a 2003
which is named in the foregoing p Minnesota corporation
in which
said ins g g instrument, and that the facts and statements set forth
instrument are true and correct to the best of his knowledge and belief, and
said instrument was signed on behalf of said corporation. that
Notary Public
This document was drafted by:
Glenn Rehbein Excavating, Inc. (MRV)
8651 Naples St. NE
Blaine, MN 55449
(763) 784 -0657
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EXHIBIT #
THIS IS NOT A PERMIT
At their meeting held March 12, 2003 the Board of Managers of the Rice Creek
Watershed District took action on your Permit Application as shown on the attached
document. The following definitions may be helpful to acquaint you with our procedure
and effect timely permit issuance:
CAPROC (Conditional Approval Pending Receipt Of Changes) = The District has nearly
all exhibits required for adequate review and issuance of a permit; you have 90 days to
submit the required non - administrative item(s) and six months to submit the required
administrative items. After this time, the application reverts to a denial and a new
application will need to be submitted. Please submit additional exhibits with your
application number affixed in duplicate and one copy in an electronic .pdfformat.
Failure to identify your exhibits by Permit Application number could mean a delay
in issuing your permit.
Your project requires WCA Deed Forms submitted as separate legal documents.
Guidelines are available on the RCWD web page www.ricecreekwd.com. Your project
also requires an easement. The easement needs to be submitted as a separate legal
document. Guidelines for a specific legal document are available on the RCWD web
page. Forward two draft copies of the WCA deed form and the easement (unsigned)
including the legal description in the body of the document for review by the District's
Attorney and Engineer. Following their comments, you must submit an acceptable
original document to the County Recorder's Office and provide RCWD with a photocopy
exhibiting the Document Number. PERMIT WILL BE ISSUED AFTER WE RECEIVE
FINAL COPY AND PROOF OF RECEIPT BY COUNTY RECORDER. When you
receive the final recorded document, you must send a copy to RCWD. No surety refund
will be made by RCWD until official proof of recording is provided.
Cash surety: If your project requires a cash surety, the surety will be kept through final
inspection to assure erosion control measures remain current as shown in plan and also
for compliance with other permit requirements. Up to the first $5,000 must be cash — a
check from the applicant is acceptable. Amounts over $5,000 are accepted in the form of
an irrevocable letter of credit or an insurance company bond. The format for the letter of
credit and the bond can be found on the RCWD web page.
After receipt and review of additional exhibits, more information may be required for
clarification to ensure that District's requirements have been met. If you have any
questions, please call Karl Hammers, Rice Creek Watershed District Permit Coordinator,
at 763 - 398 -3072.
C: City of Lino Lakes
Applicant's Consultant: William McCully, Glen Rehbein Companies
Correspondence
RCWD File # 03 -019
KH
I RECEIVED
MAR 1 7 2003
CITY OF LINO LAKES
Emmons & Olivier Resources, Inc. 3/13/03
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Permit Application No. 03 -019 Rockne Goertz
Watershed District Permit Application Number
Applicant: Rockne Goertz
P.O. Box 190
North Branch, MN 55056
Ph: 612 - 363 -3730
Fx: 651- 674 -2194
rockeyme9 @aol.com
Rice Creek
03 -019
Consultant: William McCully
8657 Naples Street NE
Blaine, MN 55449
Ph: 763 - 784 -0657
Fx: 763 - 784 -6001
wmccully @rehbein.com
Purpose: Land Development Plan and Wetland Alteration Plan for a residential
development to be known as Ravens Hollow, 39 lots, 20± acres.
Location: South of Linda Avenue and west of Ware Road, Lino Lakes.
T -R -S: 31 -22 -31 as
Recommendation: Conditional approval pending receipt of changes and outstanding
items related to:
Stormwater Management
1.
Hard copy of revised hydrologic calculations and plan set
reflecting agreed to plan design changes to achieve rate control.
Wetlands
2. Revised grading plan creating wetland mitigation areas with
irregular edges to create points and bays.
3. Proof of Title and signed /notarized WCA Deed Forms for
Replacement Wetlands.
Administrative
4. Draft legal document with satisfactory form and description
including easements over all hydrologic features.
5. Copy of receipt from County Recorder and signed/notarized
legal document(s). Note that legal document(s) are to be
submitted by Applicant to County for recording only after
approval by District.
6. Cash surety in the amount of $10,750.
Emmons & Olivier Resources, Inc. 3/13/03
Permit Application No. 03 -019 Rockne Goertz
Stipulations:
1. The replacement wetland approved as part of
this permit shall be constructed concurrent or
prior to any wetland fill activity.
2. The Declaration of Restrictions and Covenants
for Replacement Wetland shall be properly
filed and recorded prior to any wetland fill
activity, with proof of recording furnished to
the District.
3. The permittee shall submit a monitoring report
on the replacement wetland to RCWD which
includes the information specified in
Minnesota Rules 8420.0620 each year for five
years following completion of the replacement
wetland. The report shall be submitted no
later than November 15 of each year.
4. District Inspector to be contacted for
preconstruction meeting prior to grading.
5. An as -built survey of wetland boundaries
including quantification of wetland impact is
to be submitted for verification that wetland
impact does not exceed amount proposed.
6. Permanent signage of a type approved by the
District is to be placed every 50 feet at the
wetland - upland interface where lot
"backyards" abut wetlands.
Exhibits: 1. Permit Application dated January 24, 2003, received 2/3/03.
2. Hydrologic Calculations prepared by Polaris Group, dated March 7,
2003, received March 7, 2003.
3. Grading, Drainage, Erosion Control, and Details Plans (3 sheets)
prepared by Glen Rehbein Companies, last revised March 5, 2003,
received March 5, 2003.
4. Infiltration Worksheet prepared by Polaris Group received 2/5/03.
5. Wetland Permit Application prepared by Polaris Group, dated
January 2003, received February 5, 2003.
6. Conservation Easement Description and Exhibit, undated, received
Emmons & Olivier Resources, Inc. 3/13/03
Permit Application No. 03 -019 Rockne Goertz
February 5, 2003.
7. MPCA NPDES permit application prepared by Applicant, dated
January 28, 2003, received February 5, 2003.
8. FEMA Floodways Map, undated, received February 5, 2003.
9. Project Narrative prepared by Glen Rehbein Companies, dated
February 5, 2003, received February 5, 2003.
10. Subsurface Geotechnical Assessment prepared by Interstate
Geotechnical Engineering, Inc., dated February 19, 2003, received
February 27, 2003.
11. RCWD Permit 03 -016, 02 -025 and 01 -028.
Findings: 1. Proposed project entails construction of a 39 lot single- family
residential development to be known as Ravens Hollow.
2. The proposed stormwater management plan includes 3 treatment
ponds all located along the eastern edge of the site. These ponds
meet District water quality treatment requirements. Based on
discussions on March 7, 2003 with the applicant's consultant, design
changes to the existing pond outlets may provide rate control for the
site. Once hard copies of these plans are received these changes will
need to be reviewed to verify that District rate control requirements
are satisfied. It should be noted that the 100 -year flood elevation
might subject Ware Road to flooding. Although the RCWD does not
have any freeboard requirements for roads, the City of Lino Lakes
may not want the pond bounce subjecting Ware Road to flooding.
Several swales located throughout the site and the preservation of
existing depressional areas satisfies District infiltrations standards.
3. The submitted wetland mitigation plan indicates 10,916 SF of Type
2 wetland impact. This impact is proposed to be mitigated with
11,719 SF of Type 2 NWC and 15,782 SF of PVC through the
creation of stormwater ponds. An additional 4,553 SF wetland basin
has been determined to be incidentally created and therefore
replacement is not required.
4. There is no FEMA floodplain on site. The proposed low floor
elevations meet District freeboard requirements.
5. An acceptable erosion control plan has been submitted.
Emmons & Olivier Resources, Inc. 3/13/03
r
Permit Application No. 03 -019 Rockne Goertz
Board Action:
Emmons & Olivier Resources, Inc. 3/13/03
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CERTIFICATE OF SURVEY FOR:
KG DEVELOPMENT INC.
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WETLAND
Property Description - (Frowned Raven Hallow)
AS that pot of lot B i g h t ( 8 ) , A u d i t o r ' s S a b d t iianNo.107, monks a &emap orpIt tlneraof co Ole rod of mad athe
office d the Re sI of Deeds ie end kr Anoka County, hfonetes, dot Sas East of the line which is polka to and 6603
Mt Bet tithe most westerly line &mid lot 8, an meowed *nos the Sou& roe of mid Lot 8-Subject to an easement for
roadway p rpeses over ad across theNor& 33 feet thereof rod, aabjeetto solos highway ocombrames over rhea st 33
feet thereof and subject to apepeatd manna foriogtess ad egress arm that pet Blot 8, Aoato& SubfwiaionNo.107,
Atha County, lannesam described as follows: •
BMW* at apart on &oNe& Sae d said Lot 8, count 324 feat West front the Northeast comer of mid Lot 8 ; thence
8R1CT somberly at aright o otI etoaaidNmh Sae 120 het, & eon waned, ata&t100iest thence northwest. toa point m0o
e ET
Soo&rmedth, Norm 95fetafsidLat8dmant6603feetHutoftheWe strosdmidLot8 ;themnorthedymadpamnd
i to sold West Joe 95 feat to the North km d said Lot 8; theme lint *kapok* fbegoomg.
11isNoiiliBakof the.N atm Self d the Soo& Half ofineNathao gamier af the Soo 'Qoeterofsxtim31,Tow ship
31 Nor&, Raven West, Aida County, hfmomoa, now k owes as lit 11, Aaiuor's Sd4vsiaa No. 107.
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BEARINGS SHOWN ARE ON AN ASSUMED DATUM. JOB NO.: 02522
We hereby certify that this is a true and correct representation of
a survey of the boundaries of the above describe land.and of the
location of dl billings, if ony, thereon, and all vfsble
encroachments, if any, from or on said land.
Dated this doy of 2003. By
Minn. Reg No. 18213
<- u•• WETLAND e
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. N89°.04.'35,W 51R.. to -yt g 1/4.
LEGEND
a o DENOTES EXISTING FENCE
-O DENOTES POWER POLE/ LIGHT POLE
P.P.
.0 DENOTES SET IRON PIPE
• DENOTES FOUND IRON PIPE
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AND
That pet oftheNmdomt%Marof the Southeast QaeteroCSectia31, ibwaldp31 ,Noth,Rose22,msssdesaDeda
Mom
Cammeacks d &oNo*hweet coma of slid Wallow Queteofie300Mo Quota end procaede8 mace Basta
the Nort Sae ofmid Natant Comer dem Southeast Qaeta fora dmaooeof 2643 feat wed to the read paint of
-----ho ein; ptooadegthmoeSouthodmeetaVWestSaedmidNaehartQuotaofteSoothing
Nom for a ammo of330.75 flog proceeds* Swore East for tanners of 396fatodmastraightSootsepoint330.74
feet Souk fromdmNag& Swat sadNostheat Corneal the Stokes* Quitter merned an alms mallet to aid Wso
km aid pmmedm * thence Nor& and pmdldtosidWies See to tesidNatkm aid promoting theaceWest maid
Nor&keea the paint of commencement Now knows as put of Iota, Aafoaa's Subdivision No. 107, acca fosGoaape
pha thereof at Ole ad of record in the office of the Comp Poomdas sec far AoddnCounq, ltfi000wn.
AND
Soo& half of Nor& buff of Nudism Qum* of the Souther. Cosner Sadao 31, 7bwmhip 31, Nth, Rage 22, maps the
fallowing *naked p utthemE
r --- i0 at **Northwest comer of the Nankeen Qadad the Soofrost Queer, Section 31, Township 31, base22•,
Ounce South along the West ire thereof a crones* of 330.75 feet which poise s the read beginning adds desaiptiom
Mace Dist mad with the Wreaks d said section a Noma* o f23 13fast thence Soa&ad'ntore of165375feet
pound with the West line of aid swim thence Wm 2313 fen panel with to Naoh hie timid section; theme Nos&
clog thme West Sae of theNort amQartndtloSouthast Qsmtaafoid section •&uac of165375ietto&spoke
Subject a an eemat over the West 33 feet thereof for pabloroam papom; ad Mien to the maervetia of a tight of
mg for primes ova the South 2 rods of the West 24 rods thareoC cootoilies 9 ames miser less.
Bxcept
not pet of Lot 10. Aerdtofs Dixrevsion No. 107, smorNos to themep oplothereof an Ole and drxesd in (beaffoed
the Register d Deeds ia sod MAnd*Cbm % kfmnesets. tatsMindedht tefiowing&Bakedtmtoflart
Commodes
See is *so the Nor& Sao otLot9 , said kebob* geoded, home* slid Sthkwg madwoman theme East an aid
North Bun for a &Oaon of 264.3 few and promales &roe Sods and pooh to the West line of sidLot 10 for a iatoos
of 165.375 tsar odpawadm**roce West sodperisl to &,No& Swot mid lot 10 to the arm line of mid Hrghwq;
endpaoceefmg thence North on said ninon tune to the point doamoaoment
Ns met i n c l u d e s Lot 9, said A » f o a " a Sab&viia, ad&is deeds mode ix the paposes ofwhining a looa'blesmbigMj
misting Mete deed dined 15 December. 1951 and OSed for mad 15 December 1951, in book 263, a morn.
NOTE: WETLANDS DEUNEATED EARTH SCIENCE INC.
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GRAPHIC SCALE
a m 200
( IN FEET )
RESOURCE INVENTORY PLAN
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Fox Trace
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1 EC��VED
FEB 2 4 2003
CITY OF LINO LAKES
LEGEND
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DENOTES TEE ME
SIE0 DENOTES PROPOSED ELEVATION
000.0 DENOTES 0s11/10 ELEVATION
-0 0E1101E5 MIND POLAR POLE
• DENOTES.$NNTMY IBM NMNOIE
DENOTES MEMOS =ROC
p SENORES CAST NION NOMRNNT
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WETLAND
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TREE IDENTIFICATION
WO - "ME OAK DIA.
P - PINE DA.
RO - RED OAK OIA.
NOTE: TREE COUNT ARE
16 IN. AND ABOVE
WHITE OAK (23)
RED OAK (20)
PINE (1)
GRAPHIC SCALE
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sod ester. No redo systems me prepense for sey hem dewkp eroL Seilbmhpbvebem
dose ee the site sod here bete sohmNbdbbQty cake lakes.
3. Owen! bydroleek ehreasehes arts Wows Nelda she dodos to We NW moss sod SB mom
N the MCw.MrZ is is ioalY*at pettier of the die. See Welted Daman Report for
dekihdasebsie I sweer&eamks. No9habNed%earet Waked hie Werth'
jerk/idea dbDW.
d. T h e 6611e06vevsgeiedoe k admd oak beestwikm a dam esps(byeersples)
iedie*desSheba AdNNarl effete wee mode b heals sod Madly the toe irs dLlr.
Mock albs wood§ me being permed sot wilbheld b•ocese ealce rmmeeh Oar pees
will behadb• drams and silky enema Rothe ROWS week berme the the bends
eepaely kpeemesdispalpmigr. These prokekdareas be ken/ Wei* armee
e cersikkeordmisesay iodiseapm.Ikr. Tree matte( aige6mntp*irrkbdirbdoe
We she
s. The ere emsaNlrbee two houses the hoot ones Ndppoe Rood each wilts &hewer. Theme
oflb. site Is swam with wooded woes sad rows Opine tree& The sic item/edby Wee Red
os the East soh b North eaA&Streit Thesis, Sea meth of foe TT.*rhq (awayda*kp --t
rod the stele eity a<lba as k aeneedg weed W d.. Amato theme ms weed Ormel
healer mdpre of this ib we need v&d4ELrTya at ievke3-Wmprieaeive P.
g. Oder do wmewthethedermay ha vekrreviewreINhydrabpyseasdso &benep
for the aomeeedeo of Were Reed which es. orrwmbd in 1996.
I 1 ICREDY M TT THAT MII `
RAN 011 IPECIFICAOON VAS
PREPARED IY ME OR WgER
MY DOE= sRPEDMTGN MHD
THAT 1 AM A DULY RESTSIEREI
PROTESTI L ENGINEER
LOWER STATE TIE LAMS T DIE
STATE OF MINNESOTA
W.A.T. McCNLY
`OAit --r N�229/
33
33
PRELIMINARY UTILITY PLAN
LINDA COURT
910
Fox
904
7 5
Trace
VIAL
• or
S "EET
1-
8
•OAT
1 '.
911.5
FILO N
9
905.5
902.0
FBLO woe
909.0
9043
F8L0
899.5
903.0
Ot1TLOT A
/ vas 111.7 /0160
_-�
• �Oiich 111.2
/ l 011.2 / M1.1
•1
SOO
1
UTILITY NOTES
GRAPHIC SCALE
NA 1,4
(NI PER )
9 Inch "TIE R
ALL SANITARY SEWER SHALL BE 8" PVC SDR 35
ALL SANITARY SEWER SERVICES SHALL BE 4" .PVC
SCH 40
ALL WATERMAIN SHALL BE 8" DIP CL52
WATERMAIN TO HAVE A MINIMUM OF 8' OF COVER
SANITARY SEWER AND WATERMAIN CROSSINGS TO
HAVE A MINIMUM OF 18" VERTICAL SEPARATION
LINO LAKE UTILITY SUPT. MUST BE CONTACTED AT
LEAST 48 HOURS PRIOR TO UTILITY WORK, WORK
IN ROW OR UTILITY CONNECTIONS
SANITARY SEWER AND WATERMAIWSHALL BE
INSTALLED PER THE REQUIREMENTS OF UNO
LAKES, CEAM, MDH AND MPCA
EXISTING UTIUTIES ARE SHOWN IN AN APPROXIMATE
WAY ONLY. THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION OF ANY AND ALL EXISTING
UTILITIES, BEFORE COMMENCING WORK. HE OR SHE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND
ALL DAMAGES ARISING OUT OF HIS OR HER FAILURE
TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
EXISTING UTILITIES.
GOPHER STATE ONE CALL
TWIN CITY AREA (651) 454 -0002
MN TOLL FREE 1 -800- 252. -1166. .
1 Pu99T COM' THAT 111;;\
PLAN OR 9PEOFlCATEN WAS
PREPARED BT NE OR UNOER
MY OMER SUPERVISOR NC
PROFESSIONAL NI /SLY CONEER
UNDER THE LAWS OF VC
STALE OF UNNESOEA
l w.A.. YeCULLT
`DA11::■JIE1. Nanny
02-D13-03
VERTICAL 601Z 1 .
O
JOB
stin
/ \a 3 SHEEts
PRELIINARY YETLANI REPLACEENT AND EROSION CONTROL PLAN
(REVISIONS BY
RM +EO PER RCVS
WAIN 07/71/0S
-61NO
STREE T
/ 1 1EFIFHY CURRY TIAT TNS
PLAN OR SPECIFICATION WAS
PREPARED NY ME OR UNDER
YT ONECT SUPERVISOR AND
1NAT I AN A DOLT REQSIEAE!
PROFESSONAL ENGINEER INE
UNDER VIE LAWS STATE CF IWIIESOTA
50
00
.50
MAKE WETLAND
EDGE IRREGULAR
AND JAGGED
i
41
DRL
SILT ONCE
(TO IC
CONSTRUCTI
WHERE
YAKS NIEILAND 15.0' BC NUR
BOTSOM...R01Y % (SEE. POND '2 DETAIL-
AND BUMPY FOR ELEVAnONS) .1�95F NWC"
TOP CF BERM•899.5 (HWL)
' 1
02-415-03
SOLE N A �5•
JOB NO.
'02522
MAKE WETLAND - 9117 EDGE IRREGULAR 1
AND JAGGED
\DF 115Y
- LEl3ALDESCRIPTION
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•NsffailNeretOwb br/brArdliry.)irraa4 frMlrtff•YaW blrlibrtf.3
b tErlotY rrtwrobYetwYlatt, rased Irga• •iYdwYlAHLS tlYrrasrtlr
•••••/oPrrarr/arsrlk•nbrbrwtr4 ai)abaiwlgNdraFee baeraaf•br11
brb rertria .YwtbrlrptrlerasbrL�rlq•••• •mrtirplattw:AilliiiirlAl/4(
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..... rr �eit 0.Y NrfiOKeaYtrl.Lrr7Nbi11s/rrblia rr•errtei/LRbrr
................... I�bKb�rrvar l/w0*UM br:breralusiner nscidab
114.9 r atOrMAribrfadltwl4ar Or3brSratbrMrlssfain+tRbrtsa dya•IPaM
rdlMM W n brbYN0kYetttY4ttbrnititrYyeleanVYdir.
9•>iablYhtY7tAli[.tb•lwbtiYt.. Q..ratffa...QmbeallhdrN.1rY Ir /
31 NrRlos 47211. 1. A09sOr nyYrrll ..wimm•L44ll.bbieliiiial9.IR.
AND '
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Miss
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warerslydSpasfbil e7wbr 1prYbblNltiriW/lbArrQarretfe
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br3sAherbllrbYKdl7Mawel9wrd4 SerhoeQrirruswelatiprYbrYMYr
Nig er pawllbraallrArlprYrwYMabarbtttillY4grips /gwlbal mall / /
NrtiYbiapayrar• sera. lirlasasrptetLl7 .AalrhLMdiaH►tiEatari /limper / `
posabr. siiadmie ittbr go..trbwOrbr sgraso uss a. 1
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I
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I ' lsrbwbalogblpwbtbrrtad Iese4/ 770.7SINHAidibessorll�tblanb
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7djabra9tri•1Fa /ryilrab4�ari bfarwwbafryltf i I sorRrpgnsa•rffritwia/fa♦Yt bwr/taib /fsalra.
_i_
I/
PRELIMINARY PLAT OF:
- RAVENS HOLLOW
Fox Trace
Jr' / item ti
RECEIVED
FEB 2 4 2003
CITY OF LINO LAKES
FEB 2 4 2003
CITY OF LINO LAKES
Dansallunlosu
KG DEVELOPMENT INC.
1056.30
1110
7101
North Branch. MN 55056
PHONE (651) 674 -8034
\ IE 1/4 eor
See. 31
/
Imp
pad KAabAabbabbirN ►1Krs1i0bMr0 brietYadbLebrat
faillrrefo •bbr/beArieComb. swrSltbbiY/ arbltobedwldruld •!
babes mil.Naiirf7w;r141/mb 4arrblYer ditty oripal0 iifrtt Lead (
1•rlitfniarf7W b0.: r /pwrigfaa7rlriprYrfrlhabrfwY7Mr4 0419
.tIl51r3bKrip9blfrs•Ade l/ riiYfHOalYatrYL110ri0arointaiiOlYmbC
rips ffrriia0iiaariebfepbret•memr9.
Ttbearbidr7a1< wYAillMi ia+ rl91M/Y0Wabrfrp7rrf9191bs••••009 p 7
I abblbf•bi4rM131TSria4 N11ria•lbrori lfrrbrNll.bi•t2KrAt771.
I I
now a. hell Kea
VICINITY MAP
r eras
•
ABEELJEFAISMEL.
TOTAL 1.075 - 42 LOTS PUTS ONE oU1LOT
SMALLEST LOT AM - 11.200 90. FT.
LARGEST LOT AREA - 30.147 50. FT.
AVERAGE LOT AREA - 16.569 SO -FT
UPLAND AREA - 2099 AC.
TO1M. GROSS AREA - 6ss.166 50. FT. (2Z06-As.)
BUILDABLE AREA - 14.94 Ar..(EXCL. IAN NR NIEILAN S)
PROPOSED OPEN SPACE - 251.706 50. FT. (5.70 Pe.)
NOTE PROPOSED ZONM0. FOLLOW THE CIMPIER 1000.
SUBDIIS0ON AND PLATTING GUIDELINES.
\
\
/
SOrw
2114.30
•00.74
1
100.41
11139•04 154
s. era of 11 I/2.11 1/I f
11/7. NE 1/4. x 1/0.
• 1. \
LEGEND
--Oei -- 00101ES MONO CONTOUR
•..4.4.A. A., MENOUS TREE 10.1E
AO 00II0 s 'wan 112•0.1•71
• 000.0 MOWS DOW 0Iwt101
4 soma 005101; 60001 POLE
• 001083 SANITARY x561 MA10 1E
- 01110*! 010•EAO OE0m0
0 00101E5 Gar w0. mason
1
.cs trii‘j I
TREE IDENTIFICATION
so 1117E OAK 0.A.
RO - RED OAK DUL
GRAPHIC- SCALE
r r r a
(l1 CUT)
.a/i•MaMreR
1 arty artily Hut this •1007. Ilea
r as mired by 0.r or under •y
And saupsn Teo ad id 1 ro • duly
R 01x7 L a& Sbrayor rdr 111. Leos-"
Ns. 10213
ALL
EHBElN
Were ••10 St Kt
Alb He. 01514
FUTURE DEVELOPMENT GHOST PLAN
e
3
4
U
O 3
FUTURE DEVELOPMENT GHOST PLAN
1. THB EAST SIDE OF HODGSON ROAD COULD HAVE A
FRONTAGE ROAD RUNNING PARALLEL TO THE MAIN
ROAD THAT WOULD ELLI IINATE THE CURRENT DRIVEWAYS.
2. THERE IS STIR MORE THAN 150 FEET OF DEPTH FOR 10-80
FOOT WIDE SINGLE FAMILY LOTS OR 20 TOWNHOME UNITS.
3. SOUTH OF THB PROPOSED PRELIMINARY PLAT A FUTURE
DEVELOPMENT COULD CONTINUE ALONG THE EXTENSION OF
THB PROPOSED PLAT AND FACQ.ITATE 80 FOOT WIDE SINGLE
FAMILY LOTS. FUTURE ROADS COULD BRANCH OFF THIS OR
WARE ROAD FOR SERVICE AROUND E IISTIIdm PONDS.
LEGEND
—EeP_ OOROIES EWINC axiom
ooalES WE U E
00401ES mimeo clsa►wo,
• 000.0 00101ES OESTRUS =MOON
-0 DO D1ES MEW POTIR PNt
• colors SNSTANY SEER NNNOIE
OE DEMONS 010E1EAD EI CMEC
® DOMES CAST MON skuur 11T
TREE IDENTIFICATION
WO = WHITE OAK DIA.
P = PINE DIA.
RO = RED OAK DIA.
NOTE: TREE COUNT ARE 18 IN. AND ABOVE
WHITE OAK (23)
RED OAK (20)
PINE (1)
RECEIVED
FEB 2 4 2003
CITY OF LINO LAKES
GRAPHIC SCALE
NI M IM IA
(DI RR)
I re` ..100 IL
KICREar CERIIfY 1NAT TNISS
PLAN ORsre,
PREPARED SY NE OR MOM
MY DIRECT * PERSSION MO
' THAT 1 W A WAY WORMS
WW tI O
0NAL DOWER
e LAWS Or DC
STAN OT INNNESOTA
W.A.T. YCCINLY
\1C�JK0. MUUT/
N Z
—J LiJ Q
—,MN
if CD
E•WEZO�
M Lug";
� E°Z
W 0 LW J
▪ Q0
Y
J
DRL
DATE
02 -17-03
SCAN
114 A I :100ti
02522
• Acco�
Fes 2 4
42EVISIONS BY
RFIIISFO PFR
WATM 02/21 /07
d
EET
KNOWN CERTITY THAT DRS
RAN OR SPEMC'ATION WAS
PREPARED BY ME OR UNDER
MY MGT SWORRS10N A!O
THAT 1 AM A DULY REOS1EREE
FRO0ESSICRAL ENGINEER
UNDER THE LAWS OF THE
STATE K MINNESOTA
WAT. MCQ .LY
NQy1LJ
50
rwr- �L� =.1;■
AKE 11E1LAND
IRREGULAR
AND JAGGED
MAKE MILANO
EDGE IRNEGMAR
AND JAGGED
DRL
DATE:
01 -20 -03
N SC(t tOORIZ•
Joe Z
1
Seer
\
DF 2 Par
LEGEND NOTES AND DETAILS
SILT FENCE SF 5V
SEDIMENT LOG
RIP -RAP gib
TUFF TURF
EXISTING SPOT ELEVATION 901.4
EXISTING CONTOUR - - - -896
PROPOSED CONTOUR 896)
PROPOSED SPOT ELEVATION X895.69
WETLAND EDGE -- - -
WETLAND FILL
NEW WETLAND CREDIT
PiJ8LU£ -VALUE -CR EDIT -
DRAINAGE ARROWS
FBWO -FULL BASEMENT WALKOUT
FBLO -FULL BASEMENT LOOKOUT
FB -FULL BASEMENT
W /DG -WITH DROPPED GARAGE
TYPICAL HOUSE PAD
BASEMENT/WALKOUT
ELEVATION
i!i ?i