HomeMy WebLinkAbout04/26/2006 Env Bd PacketCity of Lino Lakes
Environmental Board Meeting
April 26, 2006
6:30 p.m.
AGENDA
1. CALL TO ORDER
2. APPROVAL OF MINUTES: MARCH 29, 2006
3. APPROVAL OF AGENDA
4. OPEN MIKE
5. ACTION ITEMS
A. Integra Homes — The Preserve, PUD, Conservation
Development/Preliminary Plat
6. DISCUSSION ITEMS
A. Stoneybrook
B. Recycling Day
C. Arbor Day
7. ADJOURN
ENVIRONMENTAL BOARD MEETING MARCH 29, 2006
CITY OF LINO LAKES
DRAFT MINUTES
DATE : March 29, 2006
TIME STARTED : 6:38 P.M.
TIME ENDED : 7:30 P.M.
MEMBERS PRESENT : Constance Grundhofer, Teresa O'Connell, and
Mary Jo O'Dea and Rod Kukonen
MEMBERS ABSENT : Barbara Bor
STAFF PRESENT : Environmental Coordinator Marty Asleson,
1. CALL TO ORDER
Ms. O'Dea called the meeting to order at 6:38 p.m.
2. APPROVAL OF MINUTES
February 22, 2006
Page 5, last paragraph, 4th line: change text from ... "ensure "... to ... "insure."
Page 5, third line up from bottom: change text from ... "giving "... to ... "given."
Page 6, second full paragraph, 2nd to last sentence: Add the following text ... "if he
would go to staff."
Mr. Kukonen made a motion to approve the February 22, 2006 meeting minutes
with changes. Ms. O'Connell seconded the motion. Motion carried unanimously.
3. APPROVAL OF AGENDA
Amended agenda to add
- Item B. Stoneybrook letter from Kim Brouillet to discussion items.
- Item B2. Backyard Habitat summary.
Approval of agenda as amended. Motion by Ms. Grundhofer to amend seconded
by Mr. Kukonen.
. OPEN MIKE
No citizen comments were made. Open mike closed at 6:41 p.m.
5. ACTION ITEMS
A. Legacy Town Homes/Legacy at Woods Edge.
1 DRAFT MINUTES
ENVIRONMENTAL BOARD MEETING MARCH 29, 2006
Mr. Asleson presented his Staff Report. Mr. Asleson noted necessary changes to
Landscape Plan and gave list of recommendations: Mr. Asleson recommended
approval of his staff report with conditions.
Ms. O'Connell asked if the new sod would be subject to the odd/even day
watering ban. It was stated that no, it would not be subject to water ban.
Ms. O'Dea asked what type of surface the circle area would be. Mr. Frank James
from Hartford responded it would be turf.
Mr. James said there would be a Homeowners Association. Ms. O'Dea asked
how an Associate worked Mr. James said that the developer establishes an
association. When 50 -75% of the town homes are owned the Association will be
turned over to the homeowners. It is expected that the turn over will happen in
spring or summer of 2007.
Mr. Asleson asked if the residents would be required to sign a document. Mr.
James said that there would be a declaration recorded against all properties for the
Homeowners Association.
Ms. O'Dea asked if there would be a way to have more street trees. Mr. James
said the city is putting in the trees not Hartford.
Mr. Kukonen asked if the trail could be moved away from the wetland to be used
as a buffer. Mr. Asleson responded that if the trail is kept high it would be a
possibility.
Ms. O'Dea asked if Mr. Asleson's recommendation would be to include a
Conservation Easement and Mr. Asleson answered yes.
Ms. Grundhoefer noted that Hartford's choice of snow crab does not produce fruit
and recommended this be changed to a fruit producing snow crab. Mr. James
said that we will work with staff to change. Ms. Grundhoefer also asked for the
Green Velvet Boxwood to be changed to Bush Honeysuckle and the Barberry to
be changed to Weigela, Tango or other shrub.
Ms. O'Dea asked if there is going to be a monument. Mr. James said maybe a
plaque on a 4' — 6' diameter bolder that blends in with finished grade.
Ms. O'Dea asked if there will be a management company for upkeep on the
property. Mr. James said that the Association will have companies maintaining
various aspects of the development. O'Dea asked if it would be the same
company for the entire development. Mr. James said it is not required but is
encouraged. O'Dea mentioned that consistency is important and encouraged.
•
ENVIRONMENTAL BOARD MEETING MARCH 29, 2006
Ms. O'Connell asked if there would be signs up that say no dumping by the
wetlands. Mr. Asleson proposed a Conservation Easement for this. It is a
reasonable thing to ask for on city owned property and there is plenty of room for
this. Mr. Asleson stated we would like it written into rules and regulation of the
association. Mr. James said this will be done.
O'Dea asked if Mr. James had an issue with Mr. Asleson's report. Mr. stated that
no, there was nothing that cannot be worked out with the city.
Ms. Grundhoefer asked about the runoff from the town houses. Mr. James
responded that the runoff will be collect from roofs and fed into storm sewers.
There are infiltration tanks set up, etc.
Mr. James from Hartford questioned the lighting for the trail. Mr. Grochala stated
the police department requested lighting on the trail as the trail is somewhat
secluded. The staff will review relocation of drive aisle lighting to better light the
trial. Move from west side to east side.
Staff Recommendations:
1. The landscape plan should be changed from a non - producing Snow Crab to a
fruit producing Snow Crab, Green Velvet Boxwood changed to Bush
Honeysuckle and the Barberry changed to Weigela, Tango or other shrub.
2. Trees shall be staked as necessary for one growing season.
3. Signage shall be placed at wetland.
4. Security lighting shall be downcast so light does not spill into wetland areas.
Ms. O'Connell made a motion to approve with recommendations from staff and
the Board. Ms. Grundhoefer seconded the motion. Motion carried unanimously.
6. DISCUSSION ITEMS
A. Earth Day
Earth Day is April 22. Ms. O'Connell asked if letters had been sent out to
business requesting donations. Mr. Asleson said that they had been sent and to
date he has received a total of $400.00. Mr. Asleson said we are waiting to see if
the Centennial Fire Department will be making a donation.
B. Other: Stoneybrook issues
Mr. Asleson passed out Kim Brouillet's letter regarding environmental concerns
in Stoneybrook.
3 DRAFT MINUTES
ENVIRONMENTAL BOARD MEETING MARCH 29, 2006
• Bi. Wildlife Backyard Habitat Review
Ms. Grundhoefer gave a summary of how everything went at the Wildlife
Backyard Habitat. Mr. Asleson thanked the people involved and said they did a
good job.
7. ADJOURN
It was noted that the next meeting of the Environmental Board will be on April
26, 2006.
There being no further business, Ms. O'Connell moved to adjourn at 7:30 p.m.
Ms. Grundhoefer seconded the motion. Motion carried unanimously.
Transcribed by:
Lisa Hogstad
Community Development Secretary
4 DRAFT MINUTES
Agenda Item 5A
Environmental Board Meeting Date: May 25, 2005
Topic: Integra Homes -The Preserve, PUD, Conservation Development/
Preliminary Plat application review.
Background: On May 25th of 2005, the Environmental Board reviewed a site
purchased by Integra Homes. The purpose of review was to present the natural
resource and cultural issues on the Integra Site in order to discern the viability of
conservation development on the Integra land. There were no lot/street layouts
that were looked at that time.
Subsequently, Integra submitted application for a PUD Development on April 10,
2006
Analysis:
From The Environmental Board Resources Review of May 25th
2005 /Summary
Resources
The Integra property is within a Level 1 habitat/greenway area of the Open
Space, Greenways, Parks and Trails Plan. Level 1 habitat is those habitats
pulled out of our MLCCS that are of higher existing value.
The Integra property is in regionally significant eco patches. These eco - patches
were mapped by the MN DNR
The MLCCS for the Integra site showed: Delineated wetland areas are cattail
marsh. The aspen forest area also has interspersed oaks, cherry and red maple
on the more upland areas. These areas are inundated with new growth
buckthorn plants. There are smaller areas of saturated aspen forest, long
grasses and forbs on upland soils, willow swamp, seasonally flooded non native
emergent vegetation, and grassland with sparse trees, oak forest, and wet
meadow -shrub sub type.
County Ditch 25 channels water to the NE through the Integra land, and goes to
Wards Lake, then to Reshanau Lake. The flood plain area map is extensive
throughout this site. It was recommended to do as much as possible to create a
surface water treatment train and buffer system to improve water quality to
Reshenau Lake.
Delineated wetlands are extensive. We recommended as much buffer as
possible in these areas when the initial site was reviewed last year.
Much of the land soils are Rf. Rf is muck, and the Iw is wet sand. Both are
classified as hydric soils. It is the areas where these soils form bands and are
covered by flood plain, or used to be covered by flood plain that have a big
potential to restore to rare vegetation. The soils also show the challenges to
building houses in this area, and protecting /restoring resources.
Critical Connections has further reviewed the plant communities on this site and
found Tubercled Reign Orchid.
The Lino Lakes Blandings Turtle Model shows activity and breeding patches
close to the site. The Minnesota DNR Natural heritage database also shows
Blanding's Turtle concerns in the vicinity of our mapped model.
Pre - settlement vegetation for most of the site was classified as wet prairie,
except for the NE corner of the Integra property. This was classified as oak
openings and barrens.
Greenways and Trails
The greenways trail concepts from the City Open Space, Parks, Greenways and
Trails Plan shows a trail traveling from Foxbourough through the SE part of the
Saddle Club site, into the Integra site and into Birch Park (Attachment 6). This is
an important Zink in our trails and greenways concept, and is intended to be more
of a recreational experience.
Public Value Statements
Conservation developments can be desirable if the City can achieve higher
stated public values. These public values may or may not translate into a
scenario that works for the developer. The process should attempt to foster a
higher collaboration between the City and the Developer to achieve higher public
values.
Value Statements for Foxbourough were:
• Preserving more natural open space (through a conservation easement).
• Reducing the extent of impervious surfaces and the size of the
development footprint
• Restore /enhance ecological systems on the site as part of the
development process
• Protect off -site ecological systems through increased buffering
• Ensure long -term natural resource stewardship through an endowment
program sponsored by the Developer
• Provide public park and trail opportunities consistent with the System Plan
• Manage storm water (flow rates and quality) using natural infiltration
approaches
• Preserve the open space aesthetics to which community residents have
become accustomed.
• Maintain natural buffer between established and new developments.
Questions surrounding these statements (or additional statements) should be
evaluated in regards to Integra. In addition there may be other value statements,
or modifications to the above statements that could be listed for Integra.
Statements such as:
• Establishing and enhancing important and functional wildlife links, reduces
fragmentation of unique habitats.
• Protecting known or possible rare plant communities
• Establishing a public awareness and education site for community
residents.
• Promotes a neighborhood community atmosphere.
• Creates an important resident trail link.
• Creates a crucial greenway link.
Options:
Recommendation as made by the Environmental Board. This property will be
developed in some fashion. Since it is in a Level 1 habitat area, and an
important Greenway area I would recommend pursuing a Conservation
Development, unless the same flexibility can be applied to enable the protection
of resources. There is not a great deal of buildable uplands on this piece of
property, and in order to facilitate adequate conservation buffering /and protection
conservation development techniques would need to be used in my opinion.
Equally important is to look beyond the borders in design considerations to
include connections between Foxborough and the Saddle Club property.
Recommendation May 25th, 2005: Was made To Pursue a
Conservation Development
Integra Homes, and Critical Connections will be at the meeting to present their
findings and to discuss the Development Proposal. The project submitted
includes 31 Lots on approximately 50 acres of land. The total upland for the
property is 14.97 acres. The proposed density is between 1.61 and 1.7 units per
acre.
We have asked the Developer to provide for increased public value as presented
in the preliminary review of May 25, 2005. Provision of contiguous, restored and
managed open space in the City Greenway would be most desirable.
•
Site Use
The developer has minimized impacts by redesigning the road and building pad
areas. The road used to be more "U" shaped and go through Outlot B. The road
now is separated into two cul -de -sacs that minimize wetland impacts. The
Southern cul -de -sac is mapped on top the Saddle Club property. The Developer
is in the process of purchasing a right of way from the saddle Club owners. The
saddle Club was recently purchased by another developer. Integra will pull the
cul -de -sac back onto his property should he not obtain an easement. Not a big
environmental issue but it shows the developer is trying to look beyond the
boundaries of his land in planning. House frontages have been reduced allowing
more room on the backsides of houses to preserve and buffer greenway
(Attachment 5). Drive lanes on the road have been reduced to 28 feet. This is
the minimum standard now in use.
The layout of the land on this site makes it difficult to design the desired trail into
the plan. The proposed trail has been placed in such a fashion that wetland
impact has been minimized. Note the boardwalk sections on Attachments 3, 4,
5. and that roadway is being used as designated trail connections.
Engineering still has to verify the proposal for conformity to engineering
standards, particularly for water elevations. Minimum lot size must be confirmed
with Planning and Zoning.
Conservation Easement
A Conservation Easement is proposed for the site. See Attachment 5. This
Conservation Easement should be written in a similar manner to the Foxburough
Conservation Easements, Covenants and Restrictions document of Foxburough.
Similar dollar amounts should be applied to The Preserve. That is, in
Foxburough, $40,000 initial startup restoration dollars, $100,000 Trust fund and
$100 per lot Association Fees were applied. It would be alright with The
Preserve to look at more of the trust dollars be used up front in initial restoration
efforts.
Restoration and Management Plan
The Developer has submitted a Restoration and Management Plan for the
Conservation area of The Preserve (Attachment 12). This Document is intended
to guide the restoration and management of the natural areas in the future. The
document submitted is comprehensive. Critical Connections will be at the
meeting to address questions concerning restoration and management plans, as
well as give a more comprehensive existing conditions update. In addition,
public value statements submitted by Integra are included as Attachment 13.
Surface Water Management
The plan should show roof -top water directed to grass areas of yards. Rain
gardens, although hard to see (Attachment 9), are designed into the front of the
eastern bank of houses. Recommend this design be carried over into the
western cul -de -sac bank of houses. Curb cuts should collect water off the road
surface and flow into the rain gardens. These rain gardens should be low
maintenance types, have a garden appearance, and be similar to those gardens
designed in the Maple Wood or Burnsville retrofit garden models. Property
owners were given a choice of planting type. The plants for these ponds,
although encouraged to be, do not necessarily have to be native. Evaporative
Control Systems could be an option for these gardens. These ponds should be
separately funded from through storm water programming rather than restoration
dollars.
Infiltration Ponds and storm ponds and swales should be planted to native
species in accordance with Critical Connections recommendations for restoration
and management.
All yard soils that will be planted with sod must have 4 inches of top soil
thoroughly tilled into the soil before sodding.
Storm Water Pollution Prevention Plan
A Storm Water Pollution Plan is different from an erosion control plan.
Developers typically submit an Erosion Control Plan. A Storm Water Pollution
Prevention Plan (SWPPP) is a "living- breathing" document required under the
Non -Point Discharge Elimination System requirements of the PCA. Stormwater
management can change from day to day and the document should reflect
anticipated and unanticipated events. An Erosion Control Plan typically has
generic copy -paste text and pictures. A SWPPP gets very site specific. For
instance, Attachments 6 and 7 talks about concrete truck cleanout areas. A
SWPPP will locate a spot on the Map. The SWPPP needs to have a designated
stormwater contact on the plan and a phone number that the person can be
reached at. The SWPPP will address unforeseen events such as the need to
dewater turbid site water. The SWPPP should define beforehand how this will be
done so that polluted water does not leave the site. The Erosion Control Plan will
clip -paste notes on rock entrances and the SWPPP will address who will
replace /top dress rock filled with sediment. The SWPPP document must be in a
designated place on site along with the required weekly and post rainfall event
inspection sheets. A mailbox on the site marked SWPPP works best for the City.
An acceptable SWPPP must be submitted to the City Environmental and
Engineering, and prior to ground breaking.
Tree Preservation
Although a bit hard to read, an acceptable tree inventory and preservation plan
was submitted as Attachment 11. Unfortunately, with limited area to develop,
most of the trees will be lost on the site where building pads, roads, and
stormwater collection areas are designed.
Options:
1. Recommend approval to move forward with The Preserve with Staff and
Environmental Board Recommendations
2. Recommend denial /and or table.
Recommendation:
Option 1
Attachments:
1. Site Development Plans/Vicinity Map -April 10, 2006
2. The Preserve, Existing Features
3. The Preserve, Preliminary Plat Property Description
4. The Preserve, Preliminary Plat
5. The Preserve, Site Plan
6. The Preserve, Preliminary Grading and Erosion Control
7. The Preserve, Preliminary Plat and Erosion Control
8. The Preserve, Preliminary Plat and Erosion Control Notes.
9. The Preserve, Preliminary Utility Plan
10. The Preserve, Preliminary Mitigation Plan
11. The Preserve, Preliminary Tree Preservation Plan
12. The Preserve Conservation Development "Restoration and Management Plan for
Conservation Areas ".
13. Integra Public Value Statements.
Site Development Plans
for
The Preserve
LINO LAKES, MINNESOTA
Presented by:
INTEGRA HOMES
IsZtESPI
■
4 k
t
0 0 4
?R
Q ¢ i
CC AB
Um I
m
pl p
SHEET INDEX
C.1.01
C.2.01
C.3.01
C.3.02
C.4.01
C.5.01
VICINITY MAP
NO SCALE
C.5.02
C.6.01
C.7.01
C.8.01 -03
TITLE SHEET
EXISTING FEATURES
PRELIMINARY PLAT
PRELIMINARY PLAT INSET
PRELIMINARY SITE PLAN
PRELIMINARY GRADING &
EROSION CONTROL PLAN
PRELIMINARY GRADING NOTES
PRELIMINARY UTILITY PLAN
PRELIMINARY MITIGATION PLAN
PRELIMINARY TREE PRESERVATION
PLAN
c 2-4;
o a_ v
a �v�
E w o
o_':"41);
5
,oat
`v E Eo c E
L a_ o p
License (121816
0
DEVELOPER ENGINEER:
INTEGRA HOMES, INC
12721 OVERLOOK ROAD
DAYTON, MINNESOTA 55307
Phone: 763- 427 -3873
Fax: 763- 427 -3873
Contact: RON LILLESTRAND
McCombs Frank Roos Associates, Inc.
14-800 28th Ave. North, Suite 140
Plymouth, Minnesota 55447
Phone: (763) 476 -6010
Fax: (763) 476 -8532
Contact: Brian Bourassa, PE
E— Mail: bbourassa®mfra.com
LAND SURVEYOR
METRO LAND SURVEYING AND
ENGINEERING
412 EAST COUNTY ROAD D
LITTLE CANADA, MINNESOTA 55117
Phone: 651 - 766 -0112
Fax: 651- 766 -0612
Contact XXXX
BENCHMARKS:
BM NO. 1
TOP OF FOUND RLS 9808
ELEVATION 892.69
d
SHEET NUMBER
C.1.01
RE`
NFRA FILE 15269
LEGEND
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXIS11NG
EXIS11NG
EXISTING
CONTOUR
WETLAND LIMITS
STORM SEWER
SANITARY SEWER
WATERM AIN
GATE VALVE & HYDRANT
GAS MAIN
ELECTRIC
CURB LINE
TREE LINE
DELINEATED WETLAND
1210
5T MN
5440 MN
8'
CB
WE SUBSURFACE unUTT INFORMATION SHOWN ON THESE PLANS IS A UTIUTY OUAUTY LEVEL D. THIS DUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF CIIASCE 38 -02. TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE U11UTY DATA.' THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE 171E EXACT LOCATION OF AU. EXISTING
UIIUTIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHIBi STATE ONE FOR MINNE50TA), THE CONTRACTOR
AND /OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UIIUTIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANT DRAIN TILE WIIHIN THE SITE HE OR SHE SHALL NOTIFY THE ENGINEER 84711 THE LOCATION. SIZE. INVERT AND
IF THE TILE LRJE I5 ACTIVE. NO ACTIVE DRAIN 11LE SHALL BE BACKFILLFD NTIHOUT APPROVAL FROM THE PROJECT ENGINEER.
L
a1
r - Ir l {,. -tin)
I__I \I u1 \`:v 1 -V
1
A r1�ITlnnl
/- ILJLJI 1 1 \J1 Ni
— M11,893.5...
V Q
z
x�o
J
WETLAND
��•/
"v)
/.\\
J
v
\
92
x�e
U P
892
—890--
N ,. D
%O AND
- 8496074N10 [DOER HNE 100397
1 / \�
1/Y
\ 1
\ 1
\ 1. J
H
U
- - FLOODPLAIN PER —
RICE CREEK WATERSHED DISTRICT
— '-EQGE OF NEtLAND- --------
-EDGE OF NEILAND --,
f
J
ROLL
0
,.
II CD
C.1
t
CC
IL!
0
LE
100
SCALE IN FEET
200
•
SHEET NUMBER
C.2.01
RE
MFRA FA.E 0 15269
MASI
ERI CKS CP,'
r.
1
newars CNN
wiry
/ 0
-7'. /
ate /a/
/ /:? 1, <\
,
/1/ /
/.. y
/•,, 4t
essrererE
PROPERTY DESCRIPTION
The Southwest Quarter of the Southeast Quarter and that part of the West Half of the Southeast Quarter of the
Southeast Quarter all in Section 28, Township 31, Range 22, Anoka County, Minnesota, except GEMINI
ESTATES and TRAPPERS CROSSING according to the recorded plats thereof, Anoka County, Minnesota; also
except that part of said quarter - quarter described as follows: Commencing at the northwest corner of said
quarter - quarter; thence South 89 degrees 29 minutes 30 seconds East along the north line thereof 360 feet to
the point of beginning; thence continuing South 89 degrees 29 minutes 30 seconds East along said north line
388.48 feet; thence South 22 degrees 30 minutes West 345 feet; thence South 21 degrees 12 minutes East
166.94 feet; thence North 89 degrees 29 minutes 30 seconds West 320 feet; thence North 0 degrees 22
minutes 58 seconds East 475 feet to the point of beginning; and also except that part of said quarter - quarter
described as follows: Beginning at the northeast comer of said quarter - quarter; thence South 0 degrees 33
minutes 07 seconds West along the east line thereof 170.04 feet to Point "A "; thence North 89 degrees 29
minutes 30 seconds West 418.54 feet; thence North 22 degrees 30 minutes East 183.38 feet to the north line of
said quarter - quarter; thence South 89 degrees 29 minutes 30 seconds East along said north line 350 feet to the
point of beginning; and also except that part of said quarter - quarter described as follows: Beginning at said
Point "A "; thence North 89 degrees 29 minutes 30 seconds West 272.96 feet: thence South 22 degrees 30
minutes West 223.24 feet; thence South 89 degrees 29 minutes 30 seconds East parallel with the north line of
said quarter- quarter 356.42 feet, more or less, to the east line of said quarter - quarter; thence North 0 degrees
33 minutes 07 seconds East along said east line 207 feet, more or less, to the point of beginning, except that
part thereof taken for road purposes.
AND
That part of the Northwest Quarter of the Northeast Quarter of Section 33, Township 31, Range 22, Anoka
County, Minnesota, lying northwest of the west right -of -way line of Holly Drive.
DEVELOPMENT SUMMARY
AREAS
GROSS SITE AREA=
4g55. .F3/11.=
NET SITE AREA
TOTAL UPLAND AREA=
LOT SUMMARY
NUMBER OF LOTS=
AVERAGE LOT SIZE=
MINIMUM LOT SIZE=
MAXIMUM LOT SIZE=
DENSITY
PROPOSED DENSITY (GROSS AREA)
PROPOSED DENSITY (NET AREA)
52.56 acres
2.60 acres
49.96 acres
14.97 acres
31
0.30 acres
0.22 acres
0.61 acres
1.70 UNITS PER ACRE
1.61 UNITS PER ACRE
DEVELOPMENT NOTES
DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED.
DRAINAGE AND UTILITY EASEMENTS OVER ALL OF OUTLOTS A, B, AND C.
200
P
G
200
SCALE IN FEET
Z
Ld Q-
v) O>_
<z
i1 z 0 0 J
LijJ Z
= Z
c
O
ol
. Z
NEE- t AMU, F'
C.3.01 I
MFR/, FILE # 1521
N 1.
(
rl A I 1
VLJ
Ec/11.
A r, n I--/,m N /
rLLJLJI 1 1\JI V
•
THE SUBSURFACE UTILITY INFORMATION SHOWN ON 11625E PLANS 10 A UTUTY OUAUTY LEVEL D. THIS OUAUTY LEVEL WAS DETERMINED
ACCORDING TO THE 501885NES OF GIASCE 38 -02, TIRED 'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTUTY DATA. - THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UDUTIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR
AND /OR SUBCONTRACTOR AGREE TO BE FULLY RESPON9BIE FOR ANY AND ALL DAMAGES. WHICH MIGHT BE OCCASIONED BY HIS OR HER
FALURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTUTIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANT DRAIN TILE 61 116N THE STE HE OR SHE SHALL NOTIFY THE ENGINEER WITH 114E LOCATION, OlE. INVERT AND
IF THE TILE UNE 15 ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED 8811.1OUT APPROVAL FROM THE PROJECT ENGINEER.
\ ;c
J
—1 L/ —,
$; \
i-,rJ 1 `
\.'
, I /
\\ Z C_ -, I
i
l� �T
x '\\
10
<, \, Q
10 0 •
�.
U
J
-r
HOLLY DRIVE
NOTE: SEE PRELIMIANARY PLAT FOR DEVELOPMENT SUMMARY:
ROW
50'
ROW
MATCH EXISTING
8618 C &G
1.5 WEARING COURSE
2.5" NON - WEARING COURSE
10" AGGREGATE BASE CLASS 5
APPROVED SUBGRADE
TYPICAL ROAD SECTION
`MATCH EXISTING
618 C &G
0
100
200
IME
I
SCALE IN FEET
a N
Ct N �
(f) z =¢
< w
0_ Cc
5 C73
W H
= =1 Z
F— —
p, y^ oh
u,
. hll
0 / I1
.0 N
-S
O h
o 4
la
cb
t CC
LL
SHEET NUMBER
C.4.01
RE
MFRA FILE 1 15269
LEGEND
EXISTING SPOT ELEVATION
EXISTING CONTOURS
EXISTING STORM SEWER
EXISTING WETLANDS
PROPOSED EROSION CONTROL FENCE
PROPOSED SPOT ELEVATION
PROPOSED CONTOUR
PROPOSED STORM SEWER
OVERFLOW ELEVATION
100 -YEAR FLOODPLAIN FILL BELOW 892.1
TOTAL FILL = 1.757 YDS
100 -YEAR FLOODPLAIN MITIGATION
TOTAL MITIGATION= 1,782 YDS
60
BIxm.0G PAD
m
latS
g9
GARAGE ROCK N£VAIIW (AS 911110 Ox OUAxG FUN)
CEMIND.C1UN TO GRADE TO 111 LEYANON
TOPS.
EXISTING POND (POND IP)
NONE =8920
H001 893.0
10 1001011 (0)
0' WALKOUT (NO)
rY
1019ED GRADE
E11V. 90•1 ON CRC. 1Lw1
a VYA
OACK%L WIN OR0MC ON
UNSEAOE MATER.
WOW NNOETE OIN
EASING GRADE
CMPACIED SHALL.& BAP.
TrTw489 670.1
U LB1A<894.DJ_
X96 -OZ
-713.7.T03-01
LBr89IP
CONTRACTOR TO E0CAV01E 501 NATERLM
AS RSQAf® Br SOUS DON.
THE FRONT NOD ONO RR EMI .7 ?WE SHALL BE AS NUNS
WD I 0
gwD .o'
ON *OR AS NOUMD et 111E SOAS ENONEEP.
RPEIDOS • 909108 90,9x0 PAD SIZE (56<SS I
-ENT-g l
�Ur- -89201
TYPICAL BUILDING PAD
GRADING DETAIL
NO SCNF
.5' CLEAR ROCK
(12' MN. DEPTH)
PONGEE WATER
w/ SEDIMENT
�i'W=896.01
Y r L8Nr_ §9LOJ
gala
41-.7= � �r -89301
lrwr894.01
LBL=893 01
33 HP
1Tw=896701
NOTE. 1 TE ReCHT SEPARA. BET.. TE GARAGE ROOK AND M 8.099111E
RODR IS W WNOWAIELT x A FEET, UWIIS NO. OR4RW2 Mr L NOLO DOW MULL BE COYIYEIED ACROSS TIE ENTRE
NOM 11TED 1101(90E LOT IRK TO sot LOT Ili).
Ler- -89201
R�696A 1--
�w -8920)
Tw= 893.0 -'
Bw =8925 _
LB.= 89201
EXISTING WETLAND 1Tti-- 89s-0� -- - -
OUI.ET 889.4
HWL =8914 i
(` rTT 895.51,
LBW =8920)
\ rTw= 894.01( \
Tw'f893A1 19 r8920)I
al_ 02-0J
,11.=-1131Y-947o -1
N
L_ 8920)
LBW= 890_0)
3. "AR CON.. FOR EA01 WONG PAD 4111 AS A 0909010 BE
c0HEIm NE TEAL 9DM CF THE LOT (SIDE LOT UNE 10 SOE LOT 11E).
ON CM. LOTS. 50. CORiECT01 FOR EACH MOM PAD 4141 SE
OFlEIED ALONG 00111 SEINES CF TE LIT. TO ALLOW NONE TO BE CONSIRUCIED
ALONG ENTNE 1V.TAGE
•AE 0.018x1) PADS 901 BE OEA. MAN 50 FEET N WW1 (SEAR ERON1
TO BAR) AS 90■1 ON DE CAVING PUN. CONTR..? TO CONTACT
ENC.. PRIM TO CWMENCE9ENT OF CONSTROTWN TO RENEW TIPS ITII.
F A 3GU1 0.01101E ONIT IS Tl BE CONSIRUC110 ON A LOMOU1 Uxit. THE
OMAN NAT W.0T TO CONSIDER LONERNG 111 NOTE ELEV.. OS FEET
ETON TE DE901 COAX. E TEE UBlWAY GRATENT ANT 010 WI ALLOW
DESIGN W.f.
-ft 86.01
L8w�92 71
)T.A=894T01
9,
PL-- 019J
OUTLET STRUCTURE (ME OETNL)
rTr X93.01 -- _
Pr-§92,9.1
1T1r896.01-
LBr- -89201
-
tTw- 89570 1-
LBlr- 894_0.1
rTw= -895.0
,L=- 894.PJ
$93
LB ^OJ
POF� 1�
-.INFILTRATION BA
800 =891,0
X•, OU11FT ■8925
-� TOP OF BERM -893.0
AREA O.
p�B.pAa(�D
_ _ 8961
-AB_ 895 -1
G L
Y DL59PAiER ( DIET
NOTES:
USE 0.5 FEET N LN oT OO RT FOV FRONT TO BEAR EI£'ATON
SEPARATION FOR RATER ONUS. IF POURED M.A. WALLS 3. USED.
vary EMR .PEI IN FURS.
OF 11 SI1PE.
C. nu STANDARDS EN AND . A iLP501. BEYIEM ON PADS.
BE.EW OL OCHER ARE MRS DA1 �.
D. iXEW sOAS IEPMi RECOMBIDAION N MORN Lt 0`AR SITING.
WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED.
THE CONTRACTOR SHALL SEED AND MULCH THE MITIGATION
AREAS BELOW THE NWL. BUT ABOVE THE EXISTING WATER
LEVEL AS DIRECTED BY THE OWNER. THE SEEDING SHALL COMPLY
VATH MN /DOT SPECIFICATION 3876 WITH THE USE OF MN/DOT- MIXTURE
NO 310 WITH WET FORE MIX AND APPLIED AT A RATE OF 50 POUNDS
PER ACRE. THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL
COMPLY WITH MN /DOT SPECIFICATION 3882. TYPE 1. THE MULCH SHALL
BE APPLIED AND ANCHORED IN ACCORDANCE WITH MN/DOT SPECIFICATION
N0. 2575.3. F1. MULCH SHALL BE APPUED AT A RATE OF 2 TONS PER
ACRE. THE MULCH SHALL BE ANCHORED WITH A DISC. CLOOBUSIER OR
OTHER APPROVED EQUIPMENT.
CATCH BASIN SEDIMENT FILTER INLET PROTECTION (SEE DETAIL) SHALL BE
PLACED ON ALL CATCH BASIN INLETS DURING CONSTRUCTION UNTIL "FINAL
STABILIZATION" HAS OCCURED UPSTREAM OF CATCH BASIN(S). ALL
ACCUMULATED 510161 5 SHALL BE PROPERLY DISPOSED OF PRIOR TO
REMOVAL OF INLET ' OTECTION.
G
CONSTRUCT 2' HIGH BERM WITH
MAXIMUM SLOE SLOPE CF 4:1
TOWED WATER
ROCK AND WIRE MESH STORM
SEWER INLET SEDIMENT FILTER
NO SCALE REV 7 -05
898
898.39. O
-715'96-
rT . 6 -01v'
LBw =89201
GFEs900.6
APPROXIMATE SHALLOW
MARSH RESTORATION
AREA (DESIGN BY
OTHERS)
7 TO 3' GRAVEL
41 1021E'0.1BS8RFA
/ACCORDING TO
/ SUBSURFA
/ U1ILT5S'BEF
/ AND/
/ TO EXA
THE CONTRAC
IF THE TILE UNE
A11ON SHOWN ON THESE PLANS IS A UTILITY OUAUTY LEVEL D. THIS OUAUTY LEVEL WAS DETERMINED
NE5 OF 0155CE 38 -02, 01LED "STANDARD OUIDEIUNES FOR THE COLLECTION AND DEPICTION OF EXISTING
TA." THE l;lp TRACTOR AND /OR SUBCONNACTORS SHALL DEIERMINEILE EXACT LOCATION OF 001 $STING
CLA10ENONG KIRK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE 0141 FOR MINNESOTA). THE CONTRACTOR
ACTOR AGREE TO BE FULLY RESP0N98LE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS 012 HER it
Y LOCATE AND PRESERVE ANY AND ALL UTIUTIES (UNDERGROUND AND OVERHEAD). )I
ENCOUNTERS ANY DRAIN TILE WHIN THE SITE HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION. 02E INVERT AN
S ACTIVE. 110 ACTIVE DRAIN TILE SHALL BE BMEFlL1ED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
ROCK ENTRANCE DRIVE
NO SCALE
NOTE:
THE ROCK ENTRANCES SHALL BE INSTALLED
PRIOR TO THE START OF ANY STE WORK
THE ROCK ENTRANCES SHALL BE INSPECTED
FOLLOWING EACH RAINFALL. MAINTENANCE OF
THE ROC( ENTRANCES SHALL INCLUDE A RIP
DRESSING OF NEW GRAVEL. OR REMOVAL AND
REPLACEMENT OF THE GRAVEL AS 900110D. TO
KEEP THE ENTRANCE FREE FROM COLLECTED MUD.
2• . 2' MOO POSTS
0' 0C.
DIRECTION OF
MANAGE
RE ME91 (1 /2"
OPENNG)
FILTER FABRIC
(AWRAR -ENWRO FENCE
OR APPROVED EQUAL)
MN. 30' - MAX. 36'
ADDLE GRADE
SILT FENCE DETAIL
NO SCALE
0
60
FILL 6' . 6' TRENCH
SRWCED 5OE
SCALE IN FEET
120
Apr i.,Opm - U4N ,
KOEGtt\ Nn5. n9\ a. a\ fNflNfERM : \MTV!umavr \,s>AN_ns_eresr.xr. n..
CC
(1)
w
w
0
w
F"-
1
0
1-
z
Z
0
U
SHEET NUMBER
C.5.01
REV.
MFRA FILE / 15269
GENERAL EROSION NOTES (PRELIMINARY):
1. CONSTRUCTION SHALL COMPLY WITH ALL APPUCABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFUCT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND 000X
SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY.
2. 111E CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND /OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF 111E VARIOUS UTILITY COMPANIES AND. WHERE
60551BLE, MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTUTY INFORMATION SHOWN ON THESE PLANS 15 A UTILITY OUALITY LEVEL D. THIS OUAUTY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES
OF CI /ASCE 38 -02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTIUTY DATA." THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE
CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTUTY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBIUTY OF THE
CONTRACTOR TO RELOCATE ALL 00I511140 UTILITIES WHICH CONFUCT WITH 111E PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTUTIES SHALL BE OBTAINED BY THE CONTRACTOR BY
CALLING MINNESOTA GOPHER STATE ONE CALL AT 800- 252 -1166 OR 651- 454 -0002
3. THE DESIGN SHOWN I5 BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. 1111E EXISTING CONDITIONS SHOWN ON 8115 PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC SURVEYS PREPARED BY
XXXX DATED 00 -05 -0560. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION. HE SMALL HAVE MADE. AT HIS OWN EXPENSE. A TOPOGRAPHIC SURVEY BY A
REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW SEE ATTACHED SURVEY SHEETS.
THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR NALL BE
HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
5. THE STORMWATER POLLUTION PREVENTION PLAN ( SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN -ESC PLAN), THE STANDARD DETAILS, 111E PLAN NARRATIVE, ATTACHMENTS
INCLUDED IN THE 5(1EWORK SPECIFICATIONS SECTION 02370 ( SWPPP). PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS 4140 RELATED DOCUMENTS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS
INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT)
AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION.
7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'5) AS REWIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION
PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION 15 COMPLETED. IS APPROVED 87 ALL AUTHORITIES. AND 11.15 NOTICE OF TERMINATION (NOT) HAS BEEN FILED VAIN THE MPCA BY XXXX.
ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.
8. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL. STATE OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE. AS APPUCA811. CONTRACTOR 514ALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING
AGENCY OR OWNER.
9. ESC PLAN MUST CLEARLY DEUNEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.
10. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REOUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF 111E CLEARING OMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
DELINEATED (E.G. WITH FLAGS. STAKES. SIGNS. SILT FENCE. ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS.
11. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS 111E EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND
AREA FOR LOCATING PORTABLE FACIUTIES. OFFICE TRAILERS, AND TOILET FACIUTIES.
12. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING. EQUIPMENT CLEANING, ETC.) MUST BE UNITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE
DEGREASING IS ALLOWED ON SITE.
13. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON 517E OR READLY AVAILABLE TO CONTAIN AND CLEAN -UP FUEL OR CHEMICAL SPILLS AND LEAKS.
14. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC UOUIDS FOR DUST SUPPRESSION OPERATIONS 15 PROHIBITED.
15. SOUS WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MIWNGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC. CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST
COMPLY WITH MPCA DISPOSAL REQUIREMENTS.
16. HAZARDOUS MATERIALS: OIL GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT. TO PREVENT SPILLS. LEAKS OR OTHER DISCHARGE. RESTRICTED
ACCESS TO STORAGE AREAS MUST BE FRONDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPUANCE WATH MPCA REGULATIONS.
17. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN. AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO ANY SIIEWORK.
18. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SPEC. 22075 0 100LBS /ACRE (0R APPROVED
EQUAL) AND IN ACCORDANCE WITH THE FOLLOWING GUIDELINES:
TYPE OF SLOPE
STEEPER THAN 3:1
10:1 TO 3:1
FLATTER THAN 10:1
TIM. (MAX TIME AN AREA CAN REMAIN OPEN WHEN 711E AREA IS NOT ACTIVELY BEING WORKED)
7 DAYS
14 DAYS
21 DAYS
19. DISTURBED PORTIONS OF THE 517E WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED IN ACCORDANCE 'MTH THE TIME TABLE DESCRIBED
ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER.
20. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY
MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES. OR DRAINAGEWAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEANOUT OF
PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY.
21. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED
ON THE SITE MAP AND PERMITTED IN ACCORDANCE MTH GENERAL PERMIT REQUIREMENTS.
22 TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS
OR CONDUITS & DITCHES.
23. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.
24 DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING 111E EROSION CONTROL MEASURES (SILT FENCES. INLET PROTECTION. ETC.) TO
PREVENT EROSION.
25. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKF1WNG OF TRENCHES FOR UTUTY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD
CONSTRUCTION.
5"
CASTING (SEE SCHEDULE)
FULL
BED OF MORTAR BETWEEN
RINGS, AND A 6" COLLAR ON
THE OUTSIDE OF THE RINGS.
MINIMUM OF 2. MAXIMUM OF 4
\ CONCRETE ADJUSTING RINGS
`6' PRECAST REINFORCED
CONCRETE SLAB
R.C.P.
INVERT
R.C.P.
SUMP
SUMPS TO BE PLACED IN LOCATIONS AS NOTED
ON PLANS AND AS DIRECTED BY ENGINEER.
CATCH BASIN MANHOLE
WITH 2' MIN. SUMP
140 SCALE REV 7 -05
BURY END INTO SIDESLOPE
1 _A
6° FIR PO
RY)
2 "x 12" 0(9504 IO
LUMBER
WOOD FIBER BLANKET
MNDOT 3855, TYPE HV
891.0 BASIN FLOOR
4:1
SIDESLOPE
PLAN VIEW
5
FLOW
4:1
SIDESLOPE
2° X 20" DIMENSION
LUMBER
BURY INTO SIDESLOPE
GRADING NOTE_ FLA1Fn TO INFILTRATION BASINS (BASIN 4P AND NW CELL)-
1. THE INFILTRATION BASIN SHALL BE EXCAVATED TO NO LOWER THAN 0.5 FOOT ABOVE FINISHED GRADE
DURING CONSTRUCTION ACTIVITY PATH THE EXCEPTION OF INSTALLATION OF THE FLARED END 5ECTION. ONCE
STREET AND UTILITY CONSTRUCTION CEASES, BASINS SHALL BE EXCAVATED TO FINISHED GRADE.
2. HEAVY MACHINERY SHALL NOT BE ALLOWED TO TRAVEL WITHIN THE 945114 AREA. BASIN SHALL BE
PROTECTED BY SILT FENCE DURING CONSTRUCTION OF STREETS AND UTIUTIES. EXCAVATION OF BASIN SHALL
BE PERFORMED BY USE OF BACKHOE OR SKIOST5ER. ALL DEPOSITED SEDIMENT DURING CONSTRUCTION ACTIVITY
SHALL BE PROPERLY DISPOSED OF DOWNSTREAM OF BASIN AREA.
2. INCOMING STORM INVERTS AND CATCH BASINS ROUTIN0 TO BASIN SHALL HAVE UPSTREAM INLET PROTECTION
(SEE GRADING DETAIL) PLACED UNTIL STREET AND UTILITY CONSTRUCTION ACTIVITY CEASES AND 'FINAL
STABUZATION" OF THE BASIN FLOOR HAS OCCURED. BASIN INLET FLARED END SECTION RIP -RAP SHALL BE
PLACED AND SECURED TO THE SATISFACTION OF CITY ENGINEER. ENERGY DISSIPATER BAFFLE SECTION (SEE
DETAIL) SHALL BE INSTALLED IMMEDIATELY UPSTREAM OF FES.
3. ABOVE THE BASIN OUTLET OR OVERFLOW ELEVATION. INCLUDING THE BERM AND EMBANKMENT AREAS, A
MINIMUM OF 4" (6' AVERAGE DEPTH) ORGANIC/TOPSOIL MATERIAL SHALL BE PLACED TO THE FINISHED GRADE
ELEVATION. TOPSOIL SHALL MEET 1ANDOT TOPSOIL SPEC 3877.2 -8 SELECT TOPSOIL BORROW REQUIREMENTS.
MNDOT SEED MIXTURE 260 (COMMERCIAL TURF) SHALL BE APPUED AT A RATE OF 100 LBS /ACRE. MIXTURE
APPUCATION PROCEDURES SHALL FOLLOW 'ESTABLISHING GENERAL SEED MIXTURES" RECOMMENDATIONS FOUND
IN THE 2003 MNDOT SEEDING MANUAL
4 BELOW TI-15 BASIN OUTLET OR OVERFLOW ELEVATION. INCLUDING BASIN FLOOR, A MINIMUM OF 2"
ORGANIC/TOPSOIL MATERIAL SHALL BE PLACED TO THE FINISHED GRADE ELEVATION. TOPSOIL SHALL MEET
MNDOT TOPSOIL SPEC 3877.2 -8 SELECT TOPSOIL BORROW REQUIREMENTS. THE BASIN FLOOR AND SIDESLOPES
(8EL0W OVERFLOW ELEVATION =EL 892.5 BASIN 4P, F1,895.5 NW CELL) WITH A MNDOT SEED MIXTURE 310
(NATIVE WET TAU) AT A RATE OF 82 LBS /ACRE. MIXTURE APPLICATION PROCEDURES SHALL FOLLOW
"ESTABLISHING NATIVE GRASSES AND FORKS" RECOMMENDATIONS FOUND IN THE 2003 MNDOT SEEDING MANUAL
BASIN FLOOR EXCAVATING, TOPSOIL PLACEMENT. AND SEEDING SHALL TAKE PLACE AM BASIN SIDESLOPES
(ABOVE OVERFLOW ELEVATION) HAVE UNDERGONE 'FINAL STABUZATION ". ANY EXCAVATED BASIN MATERIAL
SHALL BE DISPOSED OF DOWNSTREAM OF BASIN AREA.
EXISTING DITCH OUTLET STRUCTURE
NO SCALE REV 7 -05
TRASH GUARDS WALL BE REOUIRED ON 18' OR
LARGER PIPES. IN PLACE O TRASH GUARDS,
ENERGY DISSIPA'ORS (MN/DOT STANDARD PLATE
N0. 5201 8) MAY BE USED.
x 6" FIR POST (BURY) GEOFABRIC REQUIRED UNDER
BURY END INTO BANK RIPRAP (MIRAF1 500 OR EQUAL).
2" X 12" DIMENSION
LUMBER (BURY INTO SIDESLOPE)
MINIMUM 4 INCHES (TYP. )
BASIN BERN EL. 893.0
ON LUMBER
1.5" FILTER AGGREGATE TO BE
A FREE DRAINING PRODUCT. EXCLUDING
CRUSHED CARBONATE QUARRY
ROCK, CRUSHED CONCRETE &
SALVAGED BITUMINOUS MIX. (MIN. 6" DEPTH)
(MNDOT 3149.2H)
AGGREGATE TO BE APPLIED ON OUTLET BOTTOM
AND SIDE SLOPES
BURY
MN00T 3733, TYPE V
18" BURY (MIN.) GEOTEXTILE FABRIC
6 "x 6" FIR POST
SECTION VIEW
NOTE: - FASTENERS SHALL BE
GALVANIZED BOLTS WITH
WASHERS AND NUTS.
- PRESSURE TREATING PER
MN /DOT SPEC. #3491
BASIN 4P BAFFLED WEIR (POND OUTLET)
NO SCALE REV 9-05
HAND -PLACED RIPRAP. 1 FOOT DEEP
RIPRAP REQUIRED
54" & Over
36' to 4B'
27' to 33'
24' & Less
NOTE 1(0 LAST 3 JOINTS ON 151E1" AND
OUTLET'. IF NO APRON 15 USED. DE LAST 3
SECTIONS OF PIPE USE 2 TIE BOLT
FASTENERS PER JOINT INSTALLED AT 60° FROM
TOP OR BOTTOM OF PIPE. USE 5/8' TIES FOR
PIPE SIZES 12' TO 27' . USE 3/4' TE5 FOR
PIPE SIZES 30' TO 66'. USE 1' TIES FOR PIPE
SIZES OVER 72'. NUTS AND WASHERS ARE NOT
REQUIRED ON PIPE SIZES LESS THAN 21'.
SIZE OF PIPE CU. YDINDIMDUAL STONES. EXCEPT THOSE USED FOR CHINKING.
20 -24 SHALL NOT WEIGHT LESS THAN 50 LBS. EACH
10-13
6 -8
4-6
NOTE: One Ca.04. is
approximatey 1.4 tons
PLACE RIPRAP AROUND SIDES AND
OVER TOP OF FLARED END SECTIONS.
517E OF 14144E BARS 5503
6 MAX,
T
12" TO 18'
21" TO 42'
46' TO 72"
I:" 4L. 4'
1' O' 6'
t -Y." 1' 12'
PROVIDE 3 CUPS TO FASTEN TRASH GUARD TO
F.E.S. HOT DIP GALVANIZE FTER FABRICATION.
FLARED END SECTION
NO SCALE REV 7 -05
1
0"
T
REINFORCED CONCRETE PIPE
ENERGY DISSIPATER BAFFLE SECTIONS
STANDARD LENGTH 11E ROD
EXTRA LENGTH TIE ROD
2K' BAFFLE RING RTC BAFFLE RINGS
STD. LENGTH + 1
SIRMIS MMAITS591ea11il6 1,18 ll®eFGiQ"I Sled - _ -....
TQ➢4Hm1a
PPE
_,_',,
1.0.
0.0.
A
1
1 1
FLO
11IWEIPIMMHWDFARBMrZBOMMNi1a• EadiRL7L&iffia _,MIEB16IMMOFPdiff:.:.:
POUNDS
....:
F-L�I
TYPICAL INSTALLATION - PLAN VIEW
END VIEW
0 47:
SECTION VIEW
Notes:
Energy dissipater baffles are installed in the pipe tine to reduce the Outlet •
flow veloaty in the tine. BaIDe rings conform to the materiel strength and
requirements of the pipe line end am usually specified in sets of tour,
'2K' DESIGN
PIPE
SIZE
WEIGHT
L
1.0.
0.0.
A
B
C
N
M
POUNDS
INCHES
INCHES
INCHES
INCHES
2K
FEET
2K
INCHES
INCHES
INCHES
2K
INCHES
2K
18
290
4
12
23
1
3
3
7
8
24
450
4
18
30
1
3
3
7
8
30
790
4
18
37
1
3
8
9
10 12
Copyright 02001 The CreteX Companies, Inc.
All rights reserved. Information an this 5000RI8re to
subject to change Without notice.
BASIN
FES A
FES C
PIPE SIZE
18
24
FES D
24'
FESE
18'
IOWA CONCRETE PRODUCTS CO.
WEST DES MOINES, IOWA
REINFORCED CONCRETE PIPE
ENERGY DISSIPATER BAFFLE SECTIONS
v +` NOT TO SCNEFa DEC. 1. 2001 Imo` ...ICPCRCPDISE
DIRECTION OF
STREET SLOPE
ROW LINE -// LOT LINE
II
CENTERUNE
GRADE BREAK (1 MIN. OFFSET FROM BACK OF CURB)
CURB
5 MIN. SETBACK FROM BACK OF 0168
` RAINGARDEN DIMENSIONS 5' X 10' (APPROX)
0.5 TO 2.05
CROSS SLOPE
DIRECTION OF DRAINAGE (TYP.)
GARAGE/BUILDING UNE
1 QIESL
1. GRADE RAINGARDEN BOTTOM TO SPOT ELEVATION SHOWN CN GRADING PLAN.
2. GRADE RAINGARDEN SIDESLOPES NO STEEPER THAN 3:1 HORIZONTAL TO VERTICAL
3. 0EPTH OF RAINGARDEN SHALL NOT EXCEED I' FROM BOTTOM TO OVERFLOW ELEVATION
4. RAINGAROENS SHALL NOT EXTEND BETWEEN LOT UNES.
5. GRADE BREAKS LOCATED IN DRIVEWAY NEAR CURB LINE SHALL HAVE NO SLOPE
STEEPER THAN 105°
6. CONSULT 'PLANTS FOR STORMWATER DESIGN" MANUAL BY THE MPCA FOR PLANTING
RAINGARDEN FLOOR AREA.
TYPICAL LOT RAINGARDEN GRADING
NO SCALE REV 1 -06
L LOT LNE
ROW UNE
L,J
LLJ
V)
LLJ
CI-
L.1_1
2
.0
Nei
01
.5
m
5
0
sr
0
0
m
O
2
m
W
L3
co
m
0
N
I ircnen H 2181S
•
SHEET NUMBER
C.5.02
ft
MFRA FIE ; 15269
UTILITY NOTES:
1. ALL SANITARY SEWER LINES SHALL BE 8 INCH SDR 35 PVC WHEN LESS THAN 16'
DEEP. SANITARY SEWER GREATER THAN 18' DEEP AND LESS THAN 22' DEEP SHALL
BE SDR 26 PVC. GREATER THAN 22' DEEP SHALL BE DIP.
2. SANITARY SERVICE UNES SHALL BE 4'• PVC- SDR 26.
3. WATER SERVICE LINES SHALL BE 1" TYPE "K" COPPER.
4. ALL WATERMAIN TO BE DUCTILE IRON PIPE (D.I.P.). DEVELOPER SHALL BE
REIMBURSED FOR ALL TRUNCK WATERMAIN GREATER THAN 8 ".
5. EASEMENTS SHALL BE PROVIDED OVER ALL UTIUTIES AS REQUIRED. MINIMUM
EASEMENT WIDTH SHALL BE 20 FEET IN WIDTH, CENTERED ON UTILITY UNE.
LEGEND
EXISTING
FLARED END SECTION --mw—OVERHEAD WRES
PROPOSED
• MANHOLE — >— SANITARY SEWER
• CATCH BASIN —,9—STORM SEWER
HYDRANT —1—WATER MAIN
A FLARED END SECTION
FlS
-10T RA919AIt0Ei1 (SEE DERV)
y
IV 8D.
S• C 909 994T '
9MM89.4
INN.999.0
\ $1
T
smkE6 (g aET4,
._.; ._
— Y 0159PAiE1N GSGDEn
goe
�5
1
-9c:
G 904.6
.
"� YQ
__ _••..
- F.:
=v
GEE 900.6
GFEm900.6
894.1
-. 894.1
894.1
APPROXIMATE SHALLOW
MARSH RESTORATION
AREA (DESIGN BY
OTHERS)
THE SUBSURFACE UTIITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY OUAUTY LEVEL D. THIS OUAUTY LEVEL WAS DETERMINED / /
ACCORDING TO THE GUIDELINES OF CIIASCE 38 -02. 1111.E) 'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING /
SUBSURFACE UTIUTY DATA.' THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING /
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING 1HE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR
AND /0R SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES. NMICH MIGHT BE OCCASIONED BY HIS OR HER
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTIUTIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE HE OR SHE SHALL 501100 THE ENGINEER 'MTH THE LOCATION, SIZE INVERT AND
IF THE TILE UNE I5 ACTIVE. NO ACTIVE DRAIN TILE SHALL BE (M.-MEWED ED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
I
1
0
60
120
SCALE IN FEET
UJ
> < - 0
W z 0
EF-Lij
w Q 2-
� Z
=Z
Z w
a
1
50 z°
SHEET NUMBER
C.6.01
REV
141124 EILE 6 15269
•
•
II I
Ili
f Iy
J,
A r1 1Th 1 T I /l n)
' f lLiLiI 1 !vl NI
•
440
FLd&DPLAIN MITI
1782 YO^3
--IMPACT 1 10!
5726•, SO, FT. 1
x • -4A
\I
FLODOPLMN. RLLi4,
188 YD ^3
WETLAND MITIGATION CROSS SECTION
,(�1 !!►tee ➢..
1115E4.111111E1V,M1,11 1.11
FLOODPLAW FILL 13
294 YD"3
PPR: TIMATE '.tIALLI
MAR51 RES1 :PAIK r
ARE+. IDE9471 Br
O DIIP'il
EXISTING
WETLAND °
888.0
WETLAND 1,111GATION AREA
EXISTING GRADE
A EXISTING
I. NEILAND
888.0
4 ,4
1� i
,1.
,0.
Ad. e r. xds'
m
m
890_,
m m Pei
.xx x`~ \
/ -- •.,„ l
4 ,4
xerat
,4
q • •
,, • TOTALS 5,951 16,879
887.0
0805ED GRADE
MRIOATION BASIN A CROSS SECTION A —AI
mu
WETLAND MITIGATION TABLE*
IMPACT (SO. FT.) NWC (SO. FT.) PVC (SO. FT.)
IMPACT 1 5,726 - -
IMPACT 2 225 - -
MITIGATION BASIN A - 16.879 -
SWTP 1 - - 2.614
•REOUIRED MITIGATION 2:1 (WCA), 1.5:1 (COE)
2,614
NOTE:
SEEDING IN THE WETLAND MITIGATION AREA SHALL BE A NATIVE SEDGE /WET
MEADOW SEED MIXTURE (BWSR W2) OR APPROVED EQUAL. UPLAND BUFFER
AREA SHALL BE SEEDED WITH A NATIVE SE MINNESOTA MESIC TALL -CRASS
' PRAIRIE SEED MIXTURE (BWSR U5) OR APPROVED EQUAL.
APR 1 ZOO6
11
i CITY OF LINO LAKES
•WETLAND BOUNDARY DEUNEATED W OCTOBER 2004 BY MILLER
ENVIRONMENTAL, INC. APPROVED BY RICE CREEK WATER91E0 DISTRICT.
LEGEND
EXISTING SPOT ELEVATION
EXISTING CONTOURS ------------- 961! ----
EXISTING STORM SEWER t --- -- -- -- ' - - - -- - --
EXISTING WETLANDS
PROPOSED EROSION CONTROL FENCE
PROPOSED SPOT ELEVATION X962.5
PROPOSED CONTOUR
PROPOSED STORM SEWER •
OVERFLOW ELEVATION
WETLAND IMPACT AREA
NEW WETLAND CREDIT (NWC) AREA
WETAND BUFFER AREA
963.5
'41'R
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY OUAUTY LEVEL %X. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF CIIASCE 38 -02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." 111E CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING won. BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE a1E FOR 14WNE50TA). THE CONTRACTOR
AND /OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES. WHICH MIGHT BE OCCASIONED BY HIS OR HER
FAILURE TO EXACTLY LOCATE ANO PRESERVE ANY AND ALL UTIUTIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAW 11LE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH 111E LOCATION, SIZE, INVERT AND
1 1112 TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED 1WIH0UT APPROVAL FROM THE PROJECT ENGINEER.
a
•
2
Revlslons
No. Oats By Remarks
I hereby certify that this plan was prepared
by me or under my direct supervision and that
I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Signature
Name: BRIAN J. BOURASSA
nnln- 4/10/06 License 0 21816
Designed
Drawn
TU
Dote 4/10/06
Checked B
Approved
Engineering • Planning • Surveying
FRA
McCombs Frank Roos
Associales, Inc.
15050 23rd Avenue North
Plymouth Minnesota 55447
phone 763/476 -6010
fax 763/476 -8532
THE PRESERVE
LINO LAKES, MINNESOTA
INTEGRA HOt
PRELIMINARY MITIGATI AN
3‘‘
3N3
1671
176 19305;97a
6�9
.61 660, 672 4
.669 A76
fin
•139
:600
_956
gg 9
963 )91
62
bT
_
oas:
6s.
3'
sb
66"6-.-
Go
GO
0
1
APPROXIMATE SHALLOW
MARSH RESTORATION
AREA (DESIGN BY
OTHERS)
72
dffj
342
,m6
1385.1386 '
1363
/ /
METAL POST
LEGEND
EXISTING SPOT ELEVATION
EXISTING CONTOURS
EXISTING STORM SEWER
EXISTING WETLANDS
ORCHIDS
PROPOSED CONTOUR
PROPOSED SILT FENCING
TREE PROTECTION REOUIRED
TREES TO BE REMOVED
(SEE NEXT SHEETS FOR UST)
960
+ 1231
ORANGE MESH
FENCING
CTIVE ORANGE MESH
NOTE: MAINTENANCE FENCE MINIMUM 3' FROM TREE TRUNK
NOTE: TREES TO BE SAVED SHALL BE FENCED OFF WRH BRIGHT
ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AT THE
DRIP UNE. OR AS DIRECTED BY THE OWNER'S REP.. TO INSURE
AGAINST DAMAGE BY VEHICLES. COMPACTION OF SOILS AND /OR THE
CHEMICAL ALTERATION OF SOILS DUE TO CONCRETE WASHOUT. PAINTS
6190 LEAKAGE OR SPILLAGE OF ANY TOXIC MATERIALS.
0
PROPERTY LINE OR
SIDEWALK
50
SCALE IN FEET
120
Z
.1
0-
W cc
vi <
CL Lj 12
< 0
w z
PRELIMINARY TREE
a
1
V1
•
.0
C
K
0
0
O
0
CO
0
m
0
91
0,
04
� v
J. a
m5
E E.6
� u
B
B T O
0'5°
0 —
vEEvE
O TO Si
a
m
c E
V Z
nse #21816
fln1P 04 /1f1 /O6
cc - 6
SHEET NUMBER RE'
C.8p.01
MFRA FIE # 15269
1261 1
9 1
Northern Pin
Oak
1262 1
7
Northern P.
Oak
1264
22
White Oak
1266
a
Northern PM
0nk
k
1268
6
PnPer Birch
1269
9
oyer Irch
13 k
1271
7
0uoking Aspen
1272
6
P.O., Birch
1
12
aper Birch
Ook
f
1285
7
Northern Ph
Oak
1 869
1 Ouoking Aspen
1287
6
1 0uaking Aspen
1
8
0unkig Aspen
1
waking ASPen
1291
9
Duakvg Aspen
L292
a
O�akmg Aspen
12
l
Ouoking Aspen
1294
7
Ouoking A.P-
L295
8
Quaking Aspen
-911
G
Oak
0ok
k
0nk
Oak
0ok
Oak
Oak
Oak
Oak
ak
0ok
k
Opk
pk
k
1325
19
Northern Pin
Oak
1326
13
Vhite ak
1327
10
Northern in
pk
1 2a
11
B1nCk Ferry
I 29
13
White Oak
1330
l
Vhit 13ok
1331
12
White k
13 2
pck he—y
1 3
1D
lack herry
1334
U
Black Cherr
1335
10
BLOCN Cherry
1336
9
0uakng Aspen
1
N
0=
;o
m
� c
SHEET NUMBER I RE
C. 8.02
MMA FLE y 15269
PRELIMINARY TREE
9613671,1111BER
C.8.03
REV
1.111setE # 15269
liallairall
1.0211.111111
itaiumm
•If.-m7■•111110•■••MSTM-.
,
REIMUMNI
C MMON NAM
IIIMMIEM.
COMM N NAME
IIIM2MIERLV
•MON NAM
Etranneya.
•MM N NAME
'Imam
S
•N • NAME
C. :
White Oak
11320111.0111
...m...
...,,........q.,,,,,,,,,..,
=....r.r.:=4...11111111
.............m
Quaking Aspen
INEEMNIMI
P.P., 81,-C.
imgaingum
maispi
magisam.
Quak•g Aspen
Lail
W
Green Ash
mumaria.
INEINIMIUM
. NAME
Duokrg Aspen
DENOTES TREES TG BE REMOVED
Whit. 01.P
-
=amp
Ouokhg Aspen
Ouokhg Aspen
Num
Block nervy
13 ack Iner=•y
0
9 Making Aspen
Whlte DNA
,INIIMIII
umiumum
Quaking Aspen
Quaking Aspen
mum
6
1971
b
Quaking Aspen
IMLYIBMMINililINIIIIIiii11.1M1m•
mmv-6-mmmmmnimmm
r:raamaamares.
ilii■MINAIIIM.7.1
mow....g.m.m.m.■reaummim.
....-------..........
.....
ILIMMEIMILEIMEGIE
........■,■....,,,
1•111.1*MilIMINI11161...MAyl
1
iMillal•MiEllM11...1011.1yanw.
=alrlY•41.11111111.1111-
.......
........■:......A......
.eliiMilimu''''n•MiwiR
..■.ix■---
mum=
mirom,..
-....... ..==
rezz-...............
arv..m...■
IMMEIGNIN
.d M.O.
Mr....11NI
mail
reagree
MILE
le
An Ash
1972
EMI
6
Quokrg Aspen
Mi..=
MM.=
Red Maple
•making Aspen
lerall.1211.
8.k.81 P.P..
•EM
6
Black Cherry
Quaking Aspen
i r,,b'
'0
; i'°:.'''
lZ)
- ..
.•
(!) i]
1A
...: 1
..- ,
,..)'
•
missinamm.
IIIMMINECIIIIIIIMMIZEM
111111110111111111111,11111111
111111111.111111111N111111
-----
Mloinlasonsmmmommai.mk
11111111111111•11111111MINI
ILELINIMIIIEEMIENE
1111
0
IMEMILIII.
Ramp
Owoking Aspen
11126211111131.
IftallM11.
8'1.9 P.P.r
ou.kan Asper.
lail
on
thorn
•Making
1975
7
Aspen
IIIMIMME=
-.,......-
.
6
Quaking A 5ppr,
Mai
10
een Ash
1976
8
uokrg Aspen
Quaking Aspen
'...u.u.a.c,.....- .
MI
7
Making Aspen
Mal
Green Ash
'n
1977
9
Moking Aspen
•ELLUOMMINIFELEMILAIN
=lip
maiumm
o.kog A.pm,
Quaking Aspen
mat-r,umw■aMINOMmeg
,.,..-•,-..,■......,.
mansram■semma....kmisb_msboar•
..........., ,• ..
IIMI
22
Northern
Oak
Northern -
•k
Ng.' ..Pie
EMMA=
Quaking Aspen
=br"...r-rigiNg
e.e."e'nle
IEEE
Green Ash
Ook
•ornmrsoms=
....----
mammals
NOPMQ P.P..
m.--A...--"--.„............
i
Ka.
Kam
Green Ash
Green Ash
1612
1613
6
7
Making Aspen
8
lock Cherry
EMI
,8
Green Ash
EL
Hem=n Pr
INEMILEMEEMZI
Imam..
7
mr:nnonr.ampam■
wimp
White Spruce
Quaking Aspen
IIIMI1113111
affiarnall.
7
Quaking Aspen
‚ .id.B P.P..
1860
14
Northern Pin
Oak
M•mre.
..k.I..,kwom■w.mks•mwr.k.,...k.■.
sokraicom■kr..
go.r.sommoriamomo.
1■:u.,r...,eesm.-aei.e.rr.o,..s.,
I
116'1.-
111MUMMIll
7. ml
it:MN...R.
em.
....,...wim
EILIMINIM=11
1490
=amp
chmking Aspen
.uaking Aspen
L861
2
Green Ash
MOM=
;rail' 'TheMnIer
maramisams
Mk
IMEEIMINIMMMI
IMEMENINGEEM=11
1120111101111
1.12.11111131.0uokin
=mu
MULEAMINNUEMEMEM
Dunking Aspen
1862
9
Paper Brch
Northern Ph
WELEINIM-MIIMPEITh"---
...............
.......-
mamaammoo■nia4awakm.....,..
...
1863
8
Quokrg Aspen
mr.cm. immiaw
Mann=
N
1864
6
Quakhg Aspen
mr.,,,.. I. 0.6.■‘..-■•■■•.1.,..,...■
mrclwmommomeme
.
Poper Birch
•d..,.9 P.P.^
MINNIAIMINii
''f411.61="aiii.""ar•I
1865
8
Making Aspen
MallIKIIII
Mallinaill
Paper Birch
Aspen
moirseno.
MIG7.7•1.
1866
9
7
Quokhg Aspen
mr.6r.memeso
Paper Brch
11E011111E111
°
8d.P9 "P..
Maimm=•=1.•■•••■■•••••.
mrust.ammomummmec000.wwww....
186
.uaking Aspen
M.G.GMAI•liTg■
. .=WM•sraem-rnm. . ol•
Quakhg Aspen
IEMIIIMM
111•11.1.11•11•1=1.00110
EMINEMEMEMEEEM
INNEMIUMI
imkt.olemmcremo
ia..1.7ar....a7.
mairem■kannemioraismaaaainem
INIMINIIIMIIIIIMINI"
MaLEMEMEZEMEMIN
■xu,-66■
1868
8
Quakrg Aspen
11110111111111111M111
BillIUMMIIIIMINII
leammin
117111M112=SIMM
-...---ver.
Mr-4:7MP
Quokhg Aspen
2169
7
8
Quaking Aspen
Quaking As en
IIMIIMUM
summum.
limonnum
Quaking Aspen
Ran
mum
6
Quo king Aspen
Mack harry
Bunking Aspen
Ouokrg Aspen
neacianems.ammaoan.
EXIIIIMILIN■
EXAM
7
Poper Birch
MILIGG.11111111
IffiliMillialreS11111
IIILEBEIIIIIIIMME
.'
EMIIIIESE
1111M1.0.1
IMMININEINE=
Quokrg Aspen
• ®o
American Elm
WIMI
gum
6
W
ed Mo pi e
Paper Birch
.''''t.
BrAllE=a1121EN
MUMMA.
IIBEIMIZE
EIZIMIEININAIMIENE
IllEallIIIMILEMESSESE
IBLEIIIIMMAIMMI
IEUMMENIIIMMMEN
IIEMNIMILIMMENE
IIIMMIELM
MERU
IMMIIIKIIIII
MIMMENENCLEMENII
MENEM.
EMMIIIIIIMMILIMIN
Marall=11111
W.86=B-hr--nmerrMiliikO86#12-###S
re-M6R:=11111irimmilasimaposi=
-_„,..
- _MIN" 11,1m
u okrg Aspen
Amerlcon Dm
Quakhg Aspen
Quokhg Aspen
mairxemerwoma
Eill
a
American m
Paper Birch
mom=
EEEEIIIMIII
gimmillimmil
Enammum
Quaking Aspen
Quaking Aspen
Weill.1=Quokhg
Aspen
8
Quakin g Aspen
---.---------,
Rtkamall.Quakhg
,,-P■
er.ussas
■Bsemo::.......
Aspen
Quaking Aspen
EIMIMMI
Inaialmi
FIENINEMEIN
EMLIIIIIIMEIMMI
IIIMIIIIIE111
...............,:....31•••••
Quaking Aspen
1880
6
Northern Pin
Oak
Buckle Aspen
KM
8
Poper Birch
11---1.1iiilillgftiN
mra.....■immkaamha...i.....
=women
EIMINGNIN
Red Maple
Mal
18
Red Maple
wpm.=
latomm
=o-r.m.
mawri.‘-
Paper Birch
mama
6
P.P.' 8'..
Imxiwimix-mos
W.'" SP-Lice
Quakhg Aspen
ELIZE
.
Mack Cherry
ERUMMINIE
IMEMIIIII=
Mailli=
EMIMINI=CluaRrg
IIIEMIE=
Quaking Aspen
Poper rch
nix.oristvaiimma.' •
.7,,....,,....
Kum
9
White Spruce
Quaking Aspen
Quokhg Aspen
wl
elmor- 1=
EMI
6
White Spruce
Paper Birch
Ov.k1,2 Aspen
t■nroe=g
.m...1.
......
....IMOMIIIIII
.11041.641111661. ll
...,,,,,
...ar...........,.......
..........„„,,.,..
_ ..
EMI
8
Paper Birch
aper irch
ma.
8
Paper Birch
Aspen
NJokrg Aspen
Inuimm
=MM.=
rA,.o...........■.........
Ouakhg Aspen
=AMNIA=
sl.....-mom,mm_
i•M•111
•11111611110.11=
Dunking Aspen
Paper Brch
Ouorng Aspen
=7,..."'".......'".....
EMI
6
Quaking Aspen
EIMER=
...--ssi......,,,,,,..
Paper Brch
Quaking Aspen
..,.,..„,....,,,.............,
...................
Off1111
Quaking Aspen
.■,:er-s...
INIMMINIM
.111111.1111MMEMMO-'
-e-11:1M■aei=''',7
EINIIIMMEN1111111111
massammamairm
innimnion• •■/-aestnes
■,-./6-.... .....,■.....
=LYNN
iTAIIIN
Quaking Aspen
Ook
..,,...,....„,,...,...
■1,6-usem....:=..
ma.osind■.■
................x.ro.x.
..-,:■■
SLIMS
-.`-...,,,,,,,,
........,....
Kum
B
Quakm, Aspen
Busking Aspen
Quaking Aspen
wirwrammos■•
Em--vmm
11111.10NIMINIIIIII
•
:ensibaams.....
••=-1.01,m. ...
MILEIMEIMM
ILMIMIMILEMIEMEN
...v.-1,......r.■
wir.ur.km■rammar.babokkair./....
.-ra-m.:•.
-,•-•
Quaking Aspen
IIIMIMIIII
'vamps
IIIMEEK1110uoking
Kommin.
sittamunmETEan
wimp
Quaking Aspen
Quaking Aspen
M• M
Mai
o
diii
simburn.
MIUNI.MNI1311■■■■••■■••
oionrrommomm.... xe,
sr,
Aspen
1896
7
Woking Aspen
...........:-.
- -......,--.
.1............ -- .
.......
Quaking Aspen
1897
7
Quakrig Aspen
.......
lalailliblI1
6.r..erWamen.eimaLkx.ais
M71:Zmisitimol•
...--uu.m.■'6■1
E.,41a•-....---
magi
6
Morn- Aspen
MiliiMINNITIMIll
.1111.111.11MMEMMII
....,
•11.111.1•111Y11
Od..h9 P.P..
....i............iiiilitetilde
Quaking Aspen
MUM
8
MokIng Aspen
s•-,,......
. .. ...._pm.
IMEMIN112111
MENINIMIC=M11
'v. i..9 "Pe.
"
7
Quaking Aspen
Qv...
-,--=,....--=.1......-,,,----
U
Paper Birch
....■xxxx=xxi6x....
m....,...■.....
i.er-ux..■.u.....
Mr...1111■YEM.LaaiirYffi.i
imm„m
.
■,--,-,-■k■rmam
lemaxwbm■knolimuwwiibuox
.1.1....... .. .._.,
wassuainma:...
--et,-;-7.1.-,
----,-_.._•libiiimaialn
,
190
6
Nock Cherry
11=1,17,70■•■1
mne=immisomis.iii6a.os6mosbras.
r i m i ' . . . 1 -i.liia.
RIZLIMenYlmigailla
i&reathier■Yidaoaisur
■•,:urxim.
mak.,...rn:waam
mallaa.m
I M M : M i
==..i.
wawa.
m,nrwrm.
11.11 ...
r■1117■11=ii-
•1111=Nii•r■
M"..''''......"
- ..ikii.maa.m4.u.
1903
12
Northern P
Oak
- •
miff ri.7•1. Imm.7....
m.suom■inimmAiHe
= . 1 4 . 6 1 =
mz-..x.3.......e..........=-........
Mr-i-erameo.
"larom...i...
....--r--...■7.■.
macr.........."-mr./Aam:ama.a.
1 ■ 0 1 1 1 ■ 1 1 1 1
.
ir.------.
I M M
I N I N I I I I I I
1904
1 0
11
Northern Pin
1 : A ; J i . i i
M . i . . 6 1 1 k 1 4 . 1 . 1 a l
M i l l I
i l l a r 1 1
1 = a a
L l o l l a 6 1 . 6 1 1 1 1 .
ma.ouramomalinr.......•
ennormeesexemeworoommerimokoso
mseilimmokoinmoskaass
iriaaa"
U
Northern Po
Oak
•
.mal:auam1,,am.4=
.mai.auumireaulioliso
=1:rorsmor.--■
.r.mi• s
1906
8
Quokrg Aspen
oarikaanam.
.....,,,,,, ..,„..
Ouokrg Aspen
.Mill
1907
6
Quaking Aspen
.P.'"-..............."............■
MOM
iiiMiniirtini
........
Km=
=v.., .1.■■.'
Miil
wasika
10
Busking Aspen
ar...0aiim=macia. .
1908
21
Northern Ph
Mk
MIIMINIIIIIIIIIIMIIII
wramarom■aiiimairoim
legaseeerSZSIMI■ossiamaailio
IIIINIMIIIIIIIIMMIll
111=1=101311111
'217"n't'ThIltillailiiillite
ZiMmisa■
IIIM-i-77m.
11=•••■•
-........
M'ionn..IN
IliiiiIIIIMMI
;am
mn.-77.E51111401145,61611
amar,
-
Oak
•
.., - .
.........;..
Rd
1-
orthern 'n
=4.1.4.=■1157.11■1
■rt-ST•wm■fr:■.1Mr•VIP•••=7Ivem,mom
.............
.ar.,....7....eh'illii-MilibliiNe
111ffilillIM
mug
M
sok
Quokog Aspen
mu,. mom.unomen
,..............,.....1........
' 3 - -.
B.A..41.1.tio.
mug
il
Quaking Aspen
.................ro...
....,,,....,
makesaannin■
:-=11,......lio,=e;,ueds■
Oak
=Ng
11
Dock Cherry
IIIIIIMIIMINIi--•
MiA11.7■Mli.lkamia..10.1....
---___
111:jai
amrsr.m•
w.- .."662.1118
iiiill-M111111--MilitiM111-
''''"....11
IMIn'r'iG'Z'
1■1111■
Ibill
18
Northern - n
-----
..-.........,
"IiiiIMOMMII
--...
.WA!MEMIIMMIM
riiiiiiii
mum
10
Paper Birch
mr.r.a...m.......=
MaiiiiiiMiZEMZEM
'...."==INIWWWW111411,
maainimeirskiriamil
1.'111
....dalialignire...•
mill
6
Woking Aspen
Quaking Aspen
nork.-mr-v■wo.....,.........
maasome.■.i■emaxikmembelos.ii../...
mujimmum=2
....,,,-,....,
.,,...,
REM
KUM
B
8
Moking Aspen
Quaking Aspen
Illiallii
IN7r. ii.M'eeee.■=eelmia.omisNamern
■1•CPM■11-anwm
.111111.11.11111M111
emedar..■"■Tragaraaosuomistrase
mararo■amma..kair.la.m.
REINIMIECluakrg
MM.G171•41
MIS
Oak
.
InIkillIEIMI
''""
loriloiammmonos166'
."'-' .r 117
mmaim.
P.P., Birch
ormr....dee
..clar.imin■rwmia'n
•111,TEWM■17•111
■.........■,.......
smug
7
Quaking Aspen
7.0.nr...••■=7 woo.
e
--mr:61m
..‘,....■....,-....=
Miff=
■■.---r......■IFINgwwwftwi
.1Mia•••■■••■•:•■1■1
MIR:1711•11■1•1
...t.."..!.....04~11111111.
ee-e'-‘.kllinee
IMMINi.111111111.
...=-,.......
MEM
10
Black Cherry
lik11111111M11
iialiellYeaa.la
Quaking Aspen
imersix..m■iugrom
MiolliMMUMMII
,.g•y-,.......-,g...,
•Im,.,:.,,,rmirsi.
.r•.•,...,
.11,11MMIgn•www•mm
•MR
111
8
8
-
ck Cherry
Northern -
.ak
Block
wariamo■mnowwwilisiuda•
....r?.-7.11.1■
- an
,..-......"...■
I
'
Aspen
_S_
smov-u■
Nora=
IMIXIMILM
maiimp
1111&13111111111111223370M
IWAIIIIIMI
EFILIMEM11#111=1111111
ILEEMIIIIMMEEIMIMEII
113MIHMIN.
gumungimOuoking
miztip
EMINEIIMMERENI
IIIMIELNINI=
1E2E1111E111
lEIMIMME
IMIEMILMI
MAIIIIINEIMMLIM
INZIMMLYNI
M•Cr4.-Mm
sis...m.==.1
umaimmoomoidomisw..
EatilMill.
MiaillEallOuokIng
REUMMIIII
WM11112111
muminm
mm.,/pm
E■rae•••
mmmw.wimmmmwm...m.
.
sa.x.s•
...,..,..:.■.......
............-
......................
..
1803
15
mum
loam
-
Cherry
Block Cherry
ill11.11.11•11
IntallIMMI
IMMIIMMIQuokhg
Kamp
IKLEINICEI
1440
...„......„,...,,,.„.....„..,,,,..,,,,
9
WEANYMniigi■iiiiil
Quaking Aspen
■■••:TarME■wam
1925
croon
Bu kthorn
Quaking Aspen
.uoking Aspen
..."''"="'.
1•11..1.11•■•■■•11.1M.J.•
■=x66-,....m.■-am
.
ASpen
. .'IMON
mr.waram■iso-
MMI:Trr.
WVINITIIIN
MEM
7
Black Cherry
Quaking Aspen
Quaking ASpen
M77',IMI■i■
omAtoninewor
Mi/r=is■simm...4:
...,.......
Onaliamo■sommaaiimamai
....,,,,,.....,,,..,
111%11.1M
ii•MMaNI.Y.i.ft-216.1,MM
■1"..111,..... m
MINGINI4aIllilMillillialian
';2■110....."
sum
10
Mock Cherr
P.16.9 Aspen
104011
Mack Cherry
Northern r
ak
...............
■eox,mm
emildifammmialligAIR16.
IlLEMENEIMEMM
ItaillMill
Mal
1111=111=CM311
gezgl
8
Quoking Aspen
Quaking Aspen
..,,,,,..,.. ,. ,. ..
Quakr Aspen
mmual
N
Black Cherry
.....■...,....
1.11.11.MMIMMIN
MININIONMY11111.1
1445
M.
Aspen
......,,,,.. ..,..
moridiumor
.--....eimm..,....,..,,,.,
mosa.tomaamms•
mum
7
Duokrg Aspen
Quaking Aspen
...6.,.....
ii.6.111111iii1111116111
ELIMMINIMEEMEM
■-6............
Quaking Aspen
•azu
B
Morng Aspen
gualmu
MOM=
11110MIll
mumminm
MLINIIINE1111=
IMMIMUMI
Iwo
IMEINIMEM
Waal
9
Quaking Aspen
Northern Pin
•ok
°..ki^g P.P.'
MEM
7
Quaking Aspen
a1..1"43 P.P..
=4..1.7.1111•WilBIA:1•-iiilW.1.1111111.
Quokrg Aspen
ilezyll
7
Ouokhg Aspen
=1.rmi-me.,e:
Quaking Aspen
MII11^G• 111111111111.■
,,,..,,,.....,„,..,,.....„,,„..,
.momx...
....
IIM:17.1,,P.I.,1•1-11
_
Quakr2 Aspen
EN
orthern -n
. k
auraiummias
ININIIIIIIIIIIIIMMIE
.1111.111.1=1111111M.
■••,:xose.m....a=3,
macibmenm■miroommaaoymon
ens,.........
Gw.R1.9 Aspen
osite-'
.....-............
in
.
MEM
Poper Brch
"1 .'6'9 AAspen
111.7.4i
01•72,77.
t.."'.14101MIMMISII
1■AINIMILia.16111.1
• INIMMINVIIN
QuQuaking Aspen
Aspen
maul
:
Paper rch
.MIIMI111.-
"MILIMMIMi■Maiilliiari
aking
uaking Aspen
um
Northern Po
Oak
momulia
modrros.. 1.
1■oewes
•••■■71.1..m
Box Elder
..o.,...
GuakIng Aspen
11112M0111
IIMMINECINIM:=1
macimmascamom
ILtillIIMAIII
1E11E11111M
11121111111U111
Ouch', Aspen
KIM
6
Quolung Aspen
......,.....,...
Z.‘rm-r.emniNNIONNI'''"
Aspen
.....■.......-
,,.........
.
MEM
8
Quokt , Aspen
.11.6.111111Y
NONIMAKON
Quaking Aspen
MIMAILIMill•••••0.1.0/
meum,00
moz.,moom■..tom
gamul
7
o"k.r9 Aspen
Mar.! MIN
1•11.1,1.
09.".'9 "Per'
81... .."'Y
MOM
6
Quaking Aspen
111111111111111111111MINI
111.11111111=111111121111111
111111•111=11111111111111
.101.•
•uoking Aspen
NEW.,
illiGIMMINitiftaWIIIII,IM
• MINam1MM
.1•00.mm•nrim
P..,.... D.
EMI
B
Quaking Aspen
Ouakhg Aspen
MIR-171FM!MON•
iIIIIAMMIIIII.
Ilf7W4;■11•1•11
______
W•71101...n•
ill
- -1111111.
81... Cherry
mai
6
Quaking Aspen
.....
IMILLWANI
mulumis
maimpii
IELE111111J111
IIMMIIII2M11
mum!
IIIIIMMIIII
wimp
EIMINIIIM
EallIMEIMI
IlIZIAMMIE
•
•
......-.....
,_
NM
1828
9
Northern -in
Oak
Iliall
IMEA1
Quokrg Aspen
Quaking Aspen
Od.k11.9 A :pen
■mr.7,-...
MILIMIliillet■
...,..„.,„......-
-11116.in
MA
...,•;r.., ,,,,.....,•-•,.........
6
Common
B ckthorn
ILOgn
Ouoking Aspen
MN iiiil•MAINill■M.4.1111
Quokhg Aspen
maaromorilious
■i-nr-.10■Nraw.
4.=
mum
,
Quoking Aspen
....,3.,-,......,....
illiNIGMMii.111101
,,,..,,,
P.Per Birch
P.P.' Birch
maisksmiewo.,
IMI....■•■■"■•
masommoomensoximkoo1,16
BM"...i.
iloGIMIUMMisilIMM11111=
...o3..,....................
P!PP."11.5iiiiiiii6in
MEM
9
Ouokog Aspen
Quokog
111161.111.Miefflii
Cirr‘..."1001.41h111011
111111111•111111111MMIIII
.1111.111111.111111Mill
MIIIIIIIMIIIIIIMINI
Quaking Aspen
wieurr■I■xsoe
smuwaxereekoam
If iaroliNIIMMIIIMM.116.111MbraMMI
IMEMILEIMEISEM
■o.,:o.=..mr■mm.own,mr,o.m.6m
-r'..Z.i
IMO
Mal
7
Aspen
Quarng Aspen
4
I
Gwokinti ASP.,
.111111.1111.111”11
imoeuriall
19
•
Quokrg Aspen
Quaking Aspen
inisiMmaa...Z.ia."---"'
1955
Quaking Aspen
Paper Birch
MWWMMM
IIIIMIIIMI
■.,......._....
_.
. .M.''',.••■
mace:
ILIMEMINI
1957
8
Ouskrg Aspen
Poper Brch
,........r...-
.
EIMININLIIIMEMNEN
ILICEIMIIIM
laalimin
EuzilINEMEEZEIMEI
.2 41 EN
nummismiamaxam
Kamp
111=IIME1112=11
moinicausazzam
EaLIMIIIIIILIENEM
E=ME
EFam
8
Quok g Aspen
Poper BirCh
____
•
1•111INNIM7i
11111•1111111111M111111
-1-.7==.1t:V•-•M~EliM
MIL1I7M19 A. NI
.1=7T1.1.7.1MIPP., Tn. .. Fs
.uokrg Aspen
•ai
10
Quakhg Asper.
.-.-- ,
NUMMENINIZEINZI
;■...1"7Z-.1L.,.. M. 167,■'IM,M.MIEM.MM,:.1.1EM.I.N.m0.r1.
.....
=.• .. 17 ....,,,..
Bieck Cherry
NOM
9
• arng Aspen
E"
I
xmm.i.re..s.r.m„..- ,..,o,.,o,.,m..e
Nm.r.iom...........
,A
1.......„........
1
"
MEEMII
w11o.
a
9
.Ak g Aspen
'm hg Aspen
m....-..-.. ...”.,,,...,r..io.nm,..
nn..ro..m..,. I.
l
.
IIINININILINIELZESMEI
9
MN" A oI,
.r111ther11n . •P11.n 1 •M
DNA
Northern
ok
=6
2o.
uo ng Aspen
....w..■,-,■.-.-
Mil••••■■■•■111.11,•■•111.
lirer.1111■••111111,11M
EXEIII
8
,uokr " g Asp
111111.74,=”
■iiemr.■euod.i.aex
1•,..,•••••115,1•IM
mr.".
"■m.
al
AW
.•. a.as.
''.i.
Booking Aspen
MEM
.
, ak • Aspen
iimaiT11111111/1
m7. s'lle
■.-17■.
-.-----
Booking
Booking Aspen
IIEJaAl
011ak , Aspen
■Irm
EWAN-
1111011111.MIL=21:0111
_
Nimil
:
°Usk' . Aspen
marnammaiwonaami
IllitallEMII
Ow0P1M1 ASP"
..,":"..,:ti 4.: FAIN. 1,, ,m, •,...,,,,,,,,,,,,, ,.,
PRELIMINARY TREE
9613671,1111BER
C.8.03
REV
1.111setE # 15269
Integra Proposed Conservation Development Site
Public Value Statements
• The Integra property is within a Level 1 habitat/Greenway area of the
Open Space, Greenways, Parks and Trails Plan adopted last year. Level
1 habitat are those habitats pulled out of our MLCCS that are of higher
existing value.
• Integra's land is within a higher classified significant eco patch of the
Minnesota DNR's regionally significant ecological areas.
• The flood plain area map is extensive throughout this site. It would be
very beneficial from a local water quality standpoint to be looking for ways
to restore CD 25 to more of a natural system in order to restore native
vegetation and improve water quality to Reshaneau Lake.
• Several areas of this site have or have the potential to have unique
vegetation.
• This area acts as a natural wildlife corridor. The site is in the vicinity of
documented Blandings Turtle activity and nesting. Restoring Flood Plain
could serve to restore critical habitat for this endangered species.
• This area is critical to the establishment of a non - invasive, yet
recreationally enjoyable trail link to the existing park systems.
• Conservation Development of this site affords flexibility to site
development in order to improve surface water runoff quality through the
use of a surface water treatment train.
• Preserving more natural open space (through a conservation easement).
• Reducing the extent of impervious surfaces and the size of the
development footprint
• Restore /enhance ecological systems on the site as part of the
development process
• Protect off -site ecological systems through increased buffering, and
floodplain restoration.
• Ensure long -term natural resource stewardship through an endowment
program sponsored by the Developer
• Provide public park and trail opportunities consistent with the System Plan
• Manage storm water (flow rates and quality) using natural infiltration
approaches
• Preserve the open space aesthetics to which community residents have
become accustomed.
• Maintain natural buffer between established and new developments.
•
•
SPECIAL JOINT COUNCIL MEETING APRIL 5, 2006
APPROVED
CITY OF LINO LAKES
MINUTES
SPECIAL JOINT MEETING OF THE CITY COUNCIL,
PARK BOARD, ENVIRONMENTAL BOARD, PLANNING & ZONING BOARD
& ECONOMIC DEVELOPMENT ADVISORY COMMITTEE
DATE : April 5, 2006
TIME STARTED : 6:38 p.m.
TIME ENDED : 8:35 p.m.
COUNCIL MEMBERS PRESENT : Council Members Carlson, Dahl,
Reinert, Stoltz and Mayor Bergeson
PLANNING AND ZONING PRESENT : Rafferty, Rect, Nelson, Ladem and
Pogalz
ENVIRONMENTAL BOARD PRESENT : Gundhofer, DeHaven, and Norman
PARK BOARD PRESENT : Frederickson, Huelman, and Montain
EDAC PRESENT: : Vacha, Schwartz, Helgemoe, Combs,
Uschke and Milbauer
Staff members present: City Administrator, Gordon Heitke; Community Development
Director, Michael Grochala; City Planner, Jeff Smyser; Environmental Specialist, Marty
Asleson; Public Services Director, Rick DeGardner; Economic Development
Coordinator, Mary Alice Divine; and City Engineer, Jim Studenski
CALL TO ORDER
Mayor Bergeson thanked everyone for coming to the meeting and asked all City Board
Member's to introduce themselves. He noted the purpose of the meeting is to discuss the
Hardwood Creek Development.
INTRODUCTIONS
Community Development Director Grochala stated the City has been talking about the
Hardwood Creek Development for quite some time. Staff has been working with the
design team on various issues. He introduced the design team including City staff,
Dahlgren, Shardlow, Uban (DSU) and TKDA.
Ms. Kendra Lindahl, Landform, introduced the design team from Hardwood Creek
Development, LLC.
Community Development Director Grochala provided a project background, the guiding
principals within the project and the existing conditions in the project area. He also
reviewed the important public values that have been identified throughout the project
process.
•
•
•
SPECIAL JOINT COUNCIL MEETING
APPROVED
Mr. Geoff Martin, DSU, came forward and indicated he had been retained by the City to
work with the development team to coordinate the project and work out details of the
plan. He noted there are many, many details that still need to be worked out. He stated it
has been a pleasure to work with the City on this project.
APRIL 5, 2006
PROJECT PRESENTATION
Ms. Caroline Krall, Landform, explained the objectives of the plan in terms of
conservation development. She provided an overview of the project noting open space is
a significant part of the plan. She detailed the key elements of the plan including open
space, the trail network, waterways, transportation and housing.
Ms. Lindahl advised the key issues that are still being worked on involve traffic
improvements, storm water management and architectural design.
Ms. Lindahl outlined the next steps in the process indicating a formal application will be
submitted to the City. She requested the City Boards provide feedback before the formal
application is submitted.
DISCUSSION
Community Development Director Grochala stated this is the time for the City Boards to
vocalize their issues and get them on the table. Then staff can address those issues with
the design team.
The City Council and City Boards asked questions regarding the proposed development.
Staff answered questions and noted the following outstanding issues regarding the
project:
• Type of and quality of commercial development
• An additional interchange at County Road 80
• County Road 14 Interchange Project
• Transition between different uses on the site
• The amount of open space, water and prairie grasses
• Decline of species
• Need for active recreation fields
• Park Dedication requirements
•
SPECIAL JOINT COUNCIL MEETING APRIL 5, 2006
APPROVED
• Lack of park areas within the development for all residents in Lino Lakes
• Public services to that area, such as police, fire and schools
• Quality of residential development
• Architectural details on the backs of buildings
• Moisture issues with all structures
• Completion of Main Street to I -35E interchange
Community Development Director Grochala recapped the above issues and again thanked
everyone who attended the meeting.
ADJOURN
There being no further business to discuss regarding this issue, the meeting was
adjourned at 8:35 p.m.
These minutes were considered, corrected and approved at the regular Council meeting held on
41110 May 8, 2006.
C. Clerk, Juli. e Bartell
Transcribed by:
Kim Points
TimeSaver Off Site Secretarial, Inc.
•
3
P.41
John Bergeson, Mayor