HomeMy WebLinkAbout01/29/2003 Env Bd PacketCity of Lino Lakes
Environmental Board Meeting
January 29, 2003
6:30 p.m.
AGENDA
1. CALL TO ORDER
2. APPROVAL OF MINUTES: December 4, 2002 and January 15, 2003
3. APPROVAL OF AGENDA
4. OPEN MIKE
5. ACTION ITEMS
A. Living Waters Lutheran Church /Site Plan Review /CUP
B. Bruggeman Properties, LLC /Rezone /Preliminary Plat/Site Plan
Review /CUP /PUD
6. DISCUSSION ITEMS
A. Grundhofer Guest Speaker
7. DEPARTMENT REPORTS
A. Forestry
B. Solid Waste Recycling
8. ADJOURN
Agenda Item 5A
Environmental Board Meeting Date: January 29, 2003
Topic: Living Waters Lutheran Church /Site Plan Review /CUP
Background:
Living Waters Lutheran Church is located at 625 Birch Street. Please see
(Attachment 1), Base Map and MLCCS. Also enclosed is the Site Plan
(Attachment 2).
Application and approval to build /CUP for Living Waters Lutheran Church
occurred in April 1993. The new application submitted by Living Waters Lutheran
Church is to build an addition on to the existing building to build a new sanctuary.
Although the proposed building meets all Lakeshore set back requirements, The
building site is approximately 160 feet from a banded PEM /SS1C and PEMF
wetland bordering the Lake, and 600 to 700 feet from the Lake. These wetlands
generally start at the existing tree line, and extend to Reshanau Lake. The
wetland soils are shown in (Attachment 4). Surface water flows through these
wetlands. Please see digital Elevation Model (Attachment 5).
This area is not included in a Lake Protection Zone. However, there is protection
Zones 1 and 2 on the lakeside of the property (Attachment 6). Originally, this
area was surveyed as Lake. See (Attachment 7).
The Church site is just inside an area classified by the Anoka County Ground
Water Model as Very Sensitive to ground water pollution (Attachment 8).
There is an existing 0.16 acres of proposed new impervious. This would make
the total site impervious 1.62 acres.
Two trees are proposed for removal. One tree is a 3" maple and the other is a 6"
maple. The church is proposing to replace these trees with two 2.5" maples and
one 6' spruce tree.
Additional Sugar maples and Black hills spruce are proposed for screening the
residential area to the East.
An existing church spire will be moved on the site. The spire is 40 to 45 feet tall.
There is no additional lighting proposed for the church.
•
Analysis:
Since 1993 (the time The church was built), the Environmental Board has
consistently asked new surface water management features to buffer watershed
features. The Area to the North is designated as a High - Priority Protection Area
in the Lino Lakes Handbook for Conservation Design. Soils in this area are
sandy, and pervious. If an infiltration train were designed into the site plan, there
appears to be enough separation between the OHW and a designed
rainpond /swail area. The rain pond area must be in an area where the
Seasonally high water table is at least 3 feet from the bottom of the pond. Please
refer to (Attachment 8). The seasonally high ground -water level should be
verified. Peak flow analysis indicates a .23 cfs increase in water volume flow in a
two year event, a .32 cfs increase in water volume flow in a 10 year event, and a
.36 increase in water volume flow for a 100 year event for the entire site. The
basin should be designed if possible to accommodate this extra surface water
volume, if not for the entire site. Additional ponding is shown in the turf areas.
Surface -water analysis information is being reviewed by the City Engineer.
The soil areas around proposed remaining pervious areas should be protected
from compaction during construction. A buffer of native plants incorporated into
edges and a surface- water - treatment -train should be planted. Ground story
materials should be native in the ponding and drainage areas. All proposed sod
areas should have at least 4 inches of topsoil tilled thoroughly into the subsoil as
deep as possible.
A detailed landscape plan should indicate more foundation plants. A few oak
trees should be planted into the surface water treatment areas. Suggest
changing the Sugar maples to a variety of Red maple or oak.
Although there is no proposed lighting for the added space on the church, the
possibility exists that there may be a need to light the building in the future. If this
should happen, than the lighting should be down ward focused, no -spill type
lighting.
Environmental Board Comments:
• Options:
1. Approve with suggested environmental recommendations
•
2. Do not recommend approval
Recommendation:
Option 1
Attachments:
1. Living Waters Base Map /MLCCS
2. Site Plan
3.
4. Soils
5. Elevation Model
6. Protection Zones
7. Pre - settlement Vegetation
8. Soil Sensitivity
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PARKING RECAP
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088 04.1104 PROPERTY - ELEVATION • 803.57 FEET.
-BM 2 - NORTH SIDE OF. CONCRETE SAN .FOR UNIT •POLE -
ELEVATION • 197.02 FEET.
BM 3 - TOP OF 18U7 ON N1DRANT N COUNTRY LAKES ONVE OLE
DE SAC - ELEVATION • 19544 FEET.
BM 4 - TOP OF NUT ON H70RANT AT NICE BIRCH COURT 4. 8804
STREET - ELEVATON • 104.06 FEEL (NOT SH01114 ON THE
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FFCJECT
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LIVNG WATERS LUTHERAN CHURCH
$SE BIRCH STREET
LINO LAKES, MINNESOTA S5014
PHONE,
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INIR&IOR
C.CINSTOCK DAVIS INC.
144.6 COLNII. ROAD J
MINNEAPOLIS MINNESOTA 13432
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SSC GOLDEN VALLEY ROAD
WEE 300
miNSEAPOLIS. EISNESOTA 754,71
PHONE: 1e3B43,3151
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*TT, MARC 41.4TE6. ARCHITECT
AM. KEVIN TEPPER. LANDSCAPE ARCHITECT
ATT. KIRK ROESSLER. CIVIL ROMER
TEISIITIVE reummuctuchmili„E;
Bicupau WINTER 2003
START CONSTRUCTICR SPRING 2003
SUBSTANTIAL COMPLETION: 7444. 1003
4177 STATISTICS.
PROPERTY 5122, 734 v. ACRES
BASTING IMPERVIOUS, IA6 ACRES e7% OP 6ITE,
PROPOSED IMPERvICUS. 01.4 ACRES LTA OF SITE/
TOTAL PIPERACUS. 162 ACRES CIA 07 6771
AETLANC IMPACT AREA< NONE
ALL PROPOSED SIDEWALKS 4.74. 77 CONCRETE
PARW.ING STATISTICS.
ExISTING PARKING. (4 Nr„...)
REFER TO ARCHITECTURAL. PLANS FOR
BUILDING ELEvATION6. PLANS, 440
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PF:OJECT INFORM.-L,TION:
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LIVING WATERS LIALIERAN C14.1R0-1
SES BIRCH STREET
LINO L)KES, IIIMESOTA 55014
PLICNE:
FAX:
14132ELIES
COMSTOCK DAVIS NC.
1446 CCUNTY ROAD J
PIPSNEAPOLNI, INTRESOTA NAM
PLICNE. 163,11149646
FAX: 16316433I5
ARCHITECT/ LANDPKAPA ARITSIITECD r1,41 AN/LINA-AR
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0301 GOLDEN VALLEY ROAD
SUITE 300
MINNEAPOLIS, MIRESOTA 37421
PNCNEI 163.3433131
Fax, 1635233261
AT, MARK NAVES- ARCHITECT
ATI*, KEVIN TEPFEN- LAPDSCAPE ARCHITECT
411, KJP3C ROESSLER- CIVIL ENGINEER
TELEAMECct1112117722tUICEEOLE
BIDDMEN WINTER 2003
START CCTEFRUCTICN, SPRIT.* 2000
SUGSTANTIAL CCPIPLETICSS FALL 2008
5(70 514107108.
PROPERTY SIZE e34 ACPEO
EAISTING INFERVIOUS: L46 ACRES MS OF SITE/
PROPOSED IMPERVIOUS, 0.11. ACRES (LIP. 03 511E)
TOTAL PIPERvICUIS, I.62 ACRES (n1. 03 5(73)
SEILAND IMPACT AREA ECM
ALL PROPOSED 500(1241.03 1111.1. 00 001(103310
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EPISTNG PAWNS, 31 (4 240)
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PROJECT INFORMATION:
LNING WATERS LUTHERAN PARCH
663 BIRCH STREET
LINO LAKES. MMW0MA 6604
PHONE
FAX.
EagerraES
CCM6TOOC DAVIS INC.
M46 WRNTT ROAD J
MM0MCL1e, MINEOOTA 66433
PNOIE, 163.10004i
FAX. 16).104.O3)6
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6601 GOLDEN VALLEY ROAD
SURE !E0
MIN EAPOL16, MISEEOTA 6!477
P11L1Es 16)346313
PAY., 16)3)63360
ATT, MARK NATE6- ARCHITECT
ATT. KEVIN Tl•DI- LANDSCAPE ARCHITECT
ATT. )0160 ROESSLE - CIVIL EN)REER
, STIDDING, WINTER 300!
START CONSTRICTION. ERRING 3003
,6OEbTR,64. COMREIION PALL 2003
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• Agenda Item 5B
Environmental Board Meeting Date: January 29, 2003
Topic: Bruggeman Property /Rezone /Preliminary Plat/Site Plan
Review /CUP /PUD
Background:
Bruggeman Property is located on Birch Street and County Road 49. The
applicant is proposing to rezone this area to commercial. The use includes a gas
service area and miscellaneous other buildings. The Eastern half of the site is
guided for medium density residential. No proposal for this area has been
submitted due to the existing moratorium. Included, as (Attachment 1) is the GIS
base map with the MLCCS overlay.
Surface water information has been submitted and is being reviewed by the City
Engineer. There is no input from Rice Creek Watershed at this time. There is no
information from the Department of Natural Resources at this time.
Submitted information includes Parcel Survey, Outlot Map, Proposed Grading
(and tree preservation), Proposed Utility, Retail Outlay, Landscape Plan and
Lighting Plan. (Attachment 2)
There are no unique remaining resources on this site. NWI shows a wetland on
the SE corner, and the developer has had other site wetlands delineated.
Mr. John Johnson is the Project Engineer for this project. I have asked him to
attend the meeting.
Analysis:
Attachment 3 shows the Lake Protection areas, Zone 1 and 2 Protection Areas,
surface water flow patterns, and High Priority Protection areas. This entire site is
in a Lake Protection Zone. Existing agricultural drainage channels water for the
most part to Baldwin Lake. A small area on the SE corner travels to Rice Lake.
Surface water issues are the most important issues on this site. Water is ditched
directly into Baldwin Lake. Surface water is proposed to be directed into a new
NURP pond. Water from this NURP pond will be discharged to the existing ditch.
Surface water information will have to be evaluated to determine impacts, if any,
to Baldwin Lake.
Given there is a gasoline service facility planned for the site, there should be
• some structural plan for containment.
•
•
•
The Landscape Plan does not show landscaping for the proposed pond. The
plan should show this pond area with City of Lino Lakes Native Pond and
Drainage area seed mix. A suggestion should be made to obtain a landscape
company experienced in this type of landscape establishment and maintenance.
There is no plan for ground story plantings in the existing plan. If there is
proposed sod for these areas, than these areas should be shown as irrigated.
The plan should show intentions of ground story and cover for all landscaped
areas including islands. All soils in these areas should be thoroughly tilled with
at least an additional 4" of topsoil added before tilling. Norway maples and Amur
maple should be substituted with a non - invasive species. White oaks in this area
would be more appropriate than Lindens. Since there are a number of oaks
proposed for removal from this site, oaks should be placed back in. Additional
oaks should be required around the maintenance pond. There should be a tree
inventory submitted that is in data base form and readable. It is difficult to tell
from the plan how many oaks and what size oaks are proposed for removal.
Several more oaks should be planted in the "S ", and East Side of the Retail
Building area of the landscape plan to screen housing to the East later. Oaks
should be substituted for Laurel leaf willow on the East Side of the Retail
Building. The Pre - settlement vegetation for this area is depicted on Exhibit 6.
The lighting plan should be low- impact, "no- spill ", downward focused, minimum
lumen type of focus with any canopy enclosures unlit. The existing lighting
descriptions do not meet this requirement. This plan needs revision.
Surface Water Management is very important on this site. Existing and proposed
water conveyance systems indicate a direct connection to Baldwin Lake by the
ditch. Since this is in a lake protection area, the developer should show creativity
in attenuating volume and quality issues. Post development should try to lower
volumes, maintain required rates, and reducing nutrient loads. Pre and post -
nutrient modeling should be demonstrated. Surface water direction on
impervious areas should be directed to curb drops by the pond if this can be
made to work. It appears that before ditching, water flowed to Rice Lake and had
a bit more buffer before reaching the Lake. This might be an alternative. The
Anoka County Sand Plane Ground Water Modal depicts this area as very
sensitive to ground water pollution potential. (Exhibit 5). Any infiltration
anticipated or planned should have at least the 3 -foot minimum recommended
separation from the seasonally high water table.
If the proposed pond is large enough to contain all surface water storm events for
a 100 -year flood, than the environmental concerns become much less.
A Best Management plan should be required for development and post
development agreement. This plan should address soil and tree protection
during development, and site keeping after development. Site keeping after
development should include parking area sweeping, litter pick -up, storage of any
• hazardous materials, turf and native -area maintenance plans, and pond
maintenance.
All topsoil on the site should remain on the site. Any intention to import soils,
must have the approval of the City, and be submitted to RCWD for review of
surface water infiltration rate changes
Options:
1. Approve with suggested environmental recommendations
2. Do not recommend approval
Environmental Board Comments:
0 Recommendation:
Option 1
Attachments:
1. Base Map
2. Application and Site Plans
3. Lake Protection Map
4. Land Classification and Flood Plane
5. Soil Sensitivity
6. Pre - Settlement Vegetation
7. Elevation Model
•
D.
2
02
E
L
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t
a)
D.
0
L
a.
E
3
Rice Creek
dej eseg wiej JeII!J
se!pOdoJd uewe66nig
PLEASE FILL OUT BOTH SIDES OF FORM
CITY OF LINO LAKES - LAND USE APPLICATION
CHECK APPROPRIATE BOX: FEE:
Comprehensive Plan Amendment ' $ 500
V Conditional Use Permit
Interim Use. Permit
Site Plan. Review
Subdivision:
`Preliminary Plat
$ 350.
$:350 •
$' 500
$ 1,250
Preservation Development 1,250.
Planned Development Overlay .1,250
Minor Subdivision/
Lot Split
$.250_' •
V Rezoning . . . $ 350
Vacation:. drainage, street, utility .. $ 250 -
Variance $ 250
ESCROW DEPOSIT:
Property Address '330 f 2-C
PIN #. 30- 31 -L2.-44 -00.01 . 16140
^;- 31...22_44 -onoz
Legal Description: Lot . : Block _ Addition
Existing Land Use -Fmat( of Existing Zoning -3 -
DESCRIPTION OF REQUEST: ' O -'o ,1u-awt • Iet c f F- T O .
p, i� cci Zoo. 400C> CV-,2v c4 47- s i-rE. 7-t) ..lr ccL C,, i64a. A- .4--('C"
de- tz-o-FESSt or44L C? c.E / ' q‘-,1 Ct� SF12N cG' .
y s- f?Jh- f ze-i `r7-t _r_x.kq f--1741 1- eop'.S D(zt vE = 1-7-c Rcc i.c j.
i - o Catitt} r c.E .S1 -F fit/ 4Et- r-tq Siasrl'o►
Applicant:
name
address
phone
fax
e -mail
Owner (if different than applicant):
'Biz(actCema (CZ.aP 2c es ` name IX AQV f rs t .1(lit�L.E
3564 ` t-L) rc i tCNS P Z. address ?g- k 13�)(.L4-"
i t UNg-e 53-/lo �Fi r1c Yt cog 55637
0.05/) -no - zA 8/ • phone (3) .39,4 - OR 14-
(.500 "1'10 _ I 73 fax '
r �;Gt�Li NK-
e-mail
52..uggemilcoktorce5. Cori
Revised 1/23/02 Page 1 of 2
4TT4ci - Z
•
oundary\Topographic Survey its BRUGGEMAN PROPERTIES, LLC
amr
` �-
caw
T i M0USE
rMP
SHENANDOAH
SPIRIT HILLS �`� �\
�o l ADDITION
- 1 --1 --
Greer el OWL Ms a
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HOUSE in
ARROWHEAD DRIVE
-4
1
OIONSLO
IsseaVw-
im me M ]C1 /is of Sreem 30. T31. 030
ARTHUR. THOM ACRES NO. 2 momusr
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C.el Ym.h imam smar ml cam el set d
0.c11a. 30. TT. in
DESCRIPTION
PARCEL 1:
M that Port 01 Goverment Lot 6 in Section 30. Township 31. Runge
22. Anoka Canty. lAmesala. r lies lies Eo.t of the rood now
constructed in o Northerly and Southerly direction through said
properly. EXCEPT therefrom the following described property;
Germ_. 9n
al . paint in the North e al said Government 1.ot 6
which Is 196 fat Neal of the Northeast caner of said hot therhe.
South parallel to the East Fine of said lot. 660 hat: thence Nest and
parallel to the Naha 9ne of .aid lot. 196 feat thence North and thence End along the
parallel to North 9 . of end Lo6. 1 8 MK holhspoin beginning.
PARCEL
That pod of commensal Lot 6 in Section 30. Townsl:p 31. Runge 22.
Anoka County. lf..e.ota. desar*ed es Mown Commencing al a point
in the Nara Fine of said Government Let 6 .hidh is 196 feel crest of
the Northeast corer of said 1st thence Sauk parallel to the East fine
of .aid lot. 660 fat; than neat and parallel to the Naha Fine of
said let. 196 fat: thence North end parallel to the East Me of said
kit. 660 fat thence East eking the North Me .f said Led 6. 196
feel to 'the pant of beginning. '
GRAPHIC SCALE
1 IM. lass
LEGEND
• Denotes Iron Pipe Monument k
o 9enda ton PGp. Naraament k
i ..notes Telephone Pedestal
• Denotes Power Pole
• Denotes Hydrant
▪ Denotes Gate valve
• Denotes Sahitory Manhole
O Denotes Slam Manhole
-a. Denotes rip
Denotes Catch Rosin ,
Denote. Sal Bing
men. Denotes Wetland Marker
yr Denotes misting spat elevation
R OWED
JAN 1 3 20B3
CITY OF LINO LAK 2
TM north line el property moo .stab9NNd a the southerly
lint of ANOKA COUNTY HGFMAY RIGHT -OF -WAY RAT N0. 11.
Research • Cap done to verify this location 0Th Moko
Co
The met Art of property won estabished as 66 feet easterly
ce and parallel with the easterly Me of ARTHUR E. THOM
/GRES. Research is being dale to verily location wills
WhOoT records and oils mdsAg of povemenL
The proposed right of way and proposed easements Wag
Hodgson Rood are sho.n per • proposed Mont County right
el say Plot
Eostmm.b shown ore es Tided n Chicago TRW Insurance
Company Commitment Oat No 202440 wife effective dote
Jemmy 9. 2002.
Elevations me on NOVO 29 datum.
Benchmark a Second Order bendhinork set in ground • covered
tube 42 feet myth of .erller9h. County Rood 10 al Mors food.
Stomped Benchmark 143 Anoka County Surveyors Offie..
Elevation w 900.537 feat
Some tree information in per KjhNMug Environmental Services
Company.
1 hereby certify Cwt this survey. Wan or report nos inhered by
me or under my &est supervision and thot I am duly Surveyor under IM laws the Shots d Minnesota.
Maned
V Z
O 0
eerw
i
Z G Total Arm
F. I. 1.449.664 Sp. FL or 33.264 Aces mat
Arco less existing right of way
1.354.901 Sq. FO. or 31.104 Arne m..3.
Area less existing and proposed right of way
1.322.217 Sea. FL or 30.354 Acres m...L
Roneld P. Men, Lund
Minnesota License 110. 177
DRAM ant M I.ne rho 150433 I OM 1/29/112
6L•
OCEOC /IPA 0*6 R0: 0150.433r SINE 1 or
2
r/N/03
AN aim .mO0.d imb
Al
./43/52
Add liver
n0
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D.saann0Ow
ar
ilit 1' LiTiM
METRO O .
LAND SURVEYING
412 DA Cray Red D. 1811. Cesede. NN 05117
T.Nph.a. (OSt)766 -0112 hs(661)744 -0612
E -matt .orwyenahole hen
I5O.O33T
1
m66[11464 T1/ONNRYw .ao.NE7on.1a um
1
CAM1aj.cM,p.{naayyN N- NJILL1141 .113- I51422,C«....W.1....,a.A¢T.4 RAMW, .1O M CV
I. - e ec i sn r N89'09'00 E
a/ Anoka Cwt
48.26
433.15
589'58'23 "E
. 83.23 �'y
a c �'
`14 58'23 aw.
cn
l •
1j
1
LOT 1
1
1
— — — j
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
206.64
t
I
I
I
I
I
I
1
25.38_-
\ti`''des
135.00 Rs*0
82'42'04 "E bB
1119.22
TOTAL SITE
EXISTING ROW
BIRCH STREET
WARE ROAD
FUTURE ROW
LOT 1
LOT 2
LOT 3
HODGSON ROAD
WARE ROAD
r6S.11 -..
476.88
589'58'23 "E 6,0 p
Gui
$M
1,449.864 S.F./33.284 ACRES
53.255 S.F./1.223 ACRES
41.708 S.F./0.857 ACRES
45,595 S.F./1.047 ACRES
3.671 S.F. /0.084 ACRES
GROSS 45,595 S.F./1.047 ACRES
EX. WETLAND 9.880 S.F./0.227 ACRES
NET 3.671 S.F./0.084 ACRES
IMPERVIOUS 1671 S.F. /0.084 ACRES
GROSS 51,573 S.F./1.184 ACRES
EX. WETLAND
NET 51.573 S.F. /1.184 ACRES
IMPERVIOUS 38.619 S.F. /0.887 ACRES
CROSS - 46,533 S.F. /1.068 ACRES
EX. WETLAND
NET 46.533 S.F./1.068 ACRES
IMPERVIOUS 29.080 S.F. /0.668 ACRES
OUTLOT A
OUTLOT A
GROSS 1.081.616 S.F./24.830 ACRES
EX. WETLAND 90.421 S.F./2.076 ACRES
NET 991.195 S.F.22.755 ACRES
$ %c
r �
s
C
0 50 71 100
150 100
SCALE Dr
210
STREET.STORM SEWER,
1 EEA
MANAGE An
T PER Ui1
\ DOCUMENT M0 1352014
BQCIMENT N0.
1177.60
589'10' 44 "W
r
1
1 MIK
FEET
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JP.N 14 1 6.
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KEYNOTES
DINSCRIPTION
DETAIL
HANDICAP PAORIS 3161
HANDICAP PAM:106 51611 IV VAN ACCIMO3LE x1611
HANDICAP 0.1165 14644P
HANDICAP ACCT SS ISLE /V PAINED SW/PINS
PANTED HANDICAP 50IE0L. PAINT AT DD OP STALL.
CONCRETE 5112151ALIC
COLORED GONGRETE SDOW.K
COLORED CONCRETE DIVE
57101E 4 FETAL HALL
CANS 4 611TT1ER
ETTUIN0 5 PATH
ASRNLT PAVDBIT
4 160E 14111E PANTED STRIPING. TYP.
0CE16RO11162 TA1.Cs
SITE STATISTICS
LOT I AREA. 014•45 SP. • 5.20 ACRES
43165 P 11PD Q A 416001/ 4VIOI5
LOT 2 AREA. 52250 SP. • 120 ACRE
56/100 91. 1.45100I6E. 151530 PERV105
LOT 5 AREA. 45626 SP. • 1.03 ACRES
251690 51 6PHNI0D, 22.146 PERVIOUS
OSE.OT A OWL. ST) WAD SP. • 2556 'GPM
TOTAL SITE AREA. 1551414 S.P.. 510* AGRB
6inEEML.2112:32 ELM
SOLC
PARKING.
00.0' 10-0
PA 02116 PE61ARSENTS.
RETAL 1/200 SP. 32160 SP/2001 • 61 RCAMIED
C3TORE 4 • YEACH SHIFT DPLOYR (4 SHPT EPP) • 0 PECAN=
TOTAL REL66RED LOT 1 • 64 STALLS
OFFICE 5 • 1/200 SP. (1516 SP/2120) • 41 RDRIRED
FAST FOOD 0/1400 SF. I MNO 0500 SP D01001140N • IS REQUIRED
TOTA1. 5*61 D • 125 STALL.
PARgoG PROVDED.
LOT I. 41 HANDICAP RlTAR®- 2. FRONDED - 2
LOT 2. 44 IUVCIGAP REWIRED - 2. PROVIDED - 2
LOT 5. SS HAMMO 4 REOIIRED - 2. PROVIDED - 2
34 PROOF OF PANKOW
TOTAL. 173 11A112ICAP RDiIFID - 6. PROVIDE" 6
50
100
200
1 I SITE PLAN I 1• =s0'
ARCHITECT
1167!$0 CERTIFY THAT 116
PLAN AND SPEGWCATICN INS
F60*4 EY NE OR EVER
coma SPEN SICH AND TNT
1 AH ADU.Y RESSTE ED
ARClITECTUCBL TIE LAIS
OF HE STATE GFMNESOTA
AS5INIIFED ESC 04 HAW MD
°.PAL
APE1H41411654 415362
SEAL
REVISIONS
LAKES RETAIL
0
2
J
SITE PLAN
0/06
044505
SCALE
1..SO
OR.AIYI BY
POOCH
Of COED BY
APH
SP -1
5015•
02 -041
2 G I 1 f. 2003
LAKE-53
NOTFSC
COWER TO HAVE HARDWOOD MULCH WI-E52 OTHERWISE NOTED.
NO HACH TO DE N CONTACT VIM MUHUL
SCARIFY 40 TM L SIDES OF HOLE PRIM TO PLANTING
LANDSCAPE
FABRIC
TOP SOIL -"..., .. - • P.V.C. EGGING
RODT3ALL TO .a a OF OMM
SIT ON AN ICJ TO TAKE P
OVER DIMENSION MN EDGE
SHREDDED DDAMM
PLANTING SPECIFICATIONS
1 CONIF. SHRUB DETAILS
HAD LOOSEN ROTS OF CO TANER/ZED MATERIAL
SCARIFY =TOM MGM O MLLE NOM 10 PUNTING.
SMTAroHIDE, •a •'•
OF SHRUB
N PO TO TALE p2EC *4? r
OVER NHT715I14 FROM ESE
2 I SHRUB DETAILS
1. PLANING BED PREPARATION M.L. AI9 NAMING BEDS SW. SE CAL40 10 A IMMO
OEPIN OF 117. AMEND /OM SMALL BE APRFD AFTER CULTIVATOR.
2. BACO2L SOU WE 500. ammo FROM RAMC HOLES AID PROVIDE 1IENWENI1
1110E ALL DEBRIS INCLUDING ROOMS LARGER THAN Y 4YETFA.
3. FERIBJZATOIA ALL RANT MEOWS SHAM BE FERTILIZED AEON NSALIAION TAM
CRIE12 BONE TEAL OR OTHER mom
NE FFRME OECD N WITH THE NIANIG 500. PER YNFACRROTS INSTRUCTORS.
4. ALAN LAI0BAL• 45 SPECIFIED ON THE W450JWE INNS 404 MULCH ALL PLANING
BEDS TO 3• DEPTH OVER FIBER NAT R® WARM ALL PERENNAL PLANING BEDS TO
MOM Y DEEP SHREDDED HARDWOOD MULCH ono NO FIBER RAT WEED TERRIER. ALL
EVERGREEN No DE0dgt6 TREES TO RECEIVE s• 0® =REDO= HARDWOOD MULCH
WIM 110 IAMBI N DIRECT CONTACT MTH TIME TRUNK.
5. TREE WARM B SHALL BE TLC CONTRACTOR'S ResPON9BERY TO SIAM AND 0(1Y
THE TREES ACCORDING TO TM DETAILS. R R TIE CONIRACT0F5 RE7p014SlRM TO TAM
EVERY STEP NECESSARY TO YNNT IN THE TREES 411D SHRUBS N AN UPRIGHT AND PUPAS
CONSIGN AT ALL 13103 4111L THE END OF TIC RUNT GU421144 E PERIOD ESPECIALLY
WHERE MACKISN. 30L OR RIND COCOONS ARE A PROMO&
1 TREE WRAPPING WRAPPING HNIERIAL EMU. RE QUALNY. HEAVY WATERPROOF CREPE
PAPER MMUFACTAWD FOR DBS PURPOSE WRAP ALL DECIDUOUS TREES PAM= N 114E
PALL PRIOR TO 12 -4 AND REMOVE ALL WRAPPING VIER 3-1.
7. RODENT PEACE ON ALL TREES. EXCEPT SPRUCE UNLESS OTERWS:
SIMME
B. PLAN1110 TIN: NA PROPOSED PUNTS EML BE LOCKED CAREFULLY AS SHOWN ON THE
PLANS PUN TIRES PRECEDENCE OVER PUNT CONDUCE F DISCREPANCIES N OUAN11115
MGT. *00240110113 TARE PRECEDENCE OVER NOTES. RESPECT STATED DNON1NNS,
OD NOT 970E OWING$.
9. EDGING MONO EMT. BE 4' P.V.C. C 1*102 N. GRACE EDGING WITH SO a METAL
ANCHOR SIMMS POT 20 FOOT SECTION. ALL MASS FRAMING BEM SHALL WOVE EDGING
PLACED MORON MILM ALMA AID ANY ADJACENT TURF AREA,
GENERAL NOTES
EXITIMILL TO L�IEi
SIT ®r STAKE
ON
=M0RADIE SET 8 ANGLE
SCARYY 300404 L SIDES OF HOLE PRIOR TO PLANTERS.
7V0 ALTERNATE METHODS OF TREE STRONG ARE ILLUSTRATED.
IT IS THE CONTRACTOR'S OPTION 70 STATE TIEESH HUVEVER.
THE CONTRACTOR IS RESPONSIBLE FOR MAN7AGING TREES N A
PLUTO POET= THROUGHOUT TIE GUARANTEE PERM
1. LANDSCAPE CONTRACTOR TO EDIFY ALL ORRY LOCATORS OM PROPERTY WITH 144E
10 PW TECTOR NSAND BY OWNS GOPHER STATE ONE CALL (454 -0002) PRIOR 10
2. 00011004E THE PHASES OF CONSTRUCTION ND PLANING BNT411AONS WITH OTTER.
GONTMCIORS WOWING ON SITE
S WHERE DOSING TREES AND/OR SIGNIFICANT SHRUBS MASONIC NE FOUND ON 914E
METIER SOWN ON ME DRAWING OR NOT OCT SHOAL LC PROTECTED MD SAVED
UNE83 NOTED TO BE REMOVED AND/OR ARE 24 N MCA TO LL GRADED. ANY WESTIN
REGAR00G WHETHER PUNT MATERIAL STOOD REMAIN OR NOT SHALL BE 8110040 1O
THE AMTENTNN OF IRE UNDRAPE ARCHITECT PRIOR TO ROOM-
4. AL DOSING TREES TO ROAM TO DE FOR15.30 AD PANED TO ROME DEAD WOOD
AND DAMAGED OR RUBBING BRNOES
5. M TREES AND SHRUBS ARE BALLED A10 =DUMPED.
1 MO PLANT LWOW. S BSTEMONS WILL BE ACCEPTED UNLESS APPROVAL R REOESIED
OF 144E LMOSCAPE BY 771E LANDSCAPE mammon PRIOR 10 THE
=MISSION OF A BID QUOTATION.
7. All. TOUR MATERIAL SHOAL COMPLY WITH THE LATEST EDITOR OF THE AECWOAEN
OADAIO FOR IGIRSER4 SNOT. NERCO ASSCCIAT0N OF NURSERYMEN
8. CONTRACTOR G RE*PO00E FOR OH -00210 TMNIENANGE OF ALL NEWLY H=EMMED
NA10244! UNTIL ICE OF OWNER ACCEPTANCE ANY ACTS OF MACALI91 OR DAMAGE
MICH NM OCCUR PRIOR TO OWNER ACCEPTANCE S EA BE TIE PFSP0161BEBY OF TIE
CONTRACTEL
1 CONTACTOR SHALL NOME A RUMEN REQUEST WR THE OWNER ACCEPTANCE
INSPECTION
/1 WARRANTY FOR LANDSCAPE LATERALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY TIC
LANDSCAPE ARCHITECT AFTER 744E COMFLEIIDN OF FUMING OF ALL LANDSCAPE
LA1M8ALi. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED.
11. � O O GUARANTEE D �E TO BE PROVIDED R NO
ADDITIONAL COST TO THE OWNER.
PLANTING NOTES
t. NO PIUAIING TO BE R4T4IED UNIX GAMING MD CC/OTT MWA HAS BEER COy5C7ED
N THE RREDIATE AREA.
2. ALL PUNT WIERNL LOCATIONS MUST N REYIETED AND APPROVED BY DIE 1AIOSCAPE
AROBTECT PRIOR TO AMMO ALL DIGGING.
S F THE LANDSCAPE CONTRACTOR PERCEIVES ANY DERCENCES N THE PLANT SELECTIONS.
30. =ORIONS. OR 414Y OTHER SITE COND110N WHOM MOT NEGATNET.Y AFFECT
PLANT MATERIAL ESASISAIT. S RM/1TML. OR OL*RANTEE. THEY SHALL BOND THESE
OOIODICE4 TO DC ATEMIDN OF THE LANDSCAPE ACME= PRIOR TO NSTAUTON.
♦. MOSIMENR N LOCATION OF PIDPOS D LAIR MATERIALS MAY BE MEMO 24 FE1D.
SHOULD M ADJUSTMENT SE ADAOEA TIE LANDSCAPE ARCHITECT MIST BE N0422D..
S. ALL RUNTS TO BE INSTALLED AS PER CANON DETANS
1 ONE SNUB PER TYPE ND SIZE N OG4 PUNTING BED AID EVERY TEE OWL BE CLEARS
REMIND) (COMMON OR RAM NOAIENCIA URN) 1111)4 A MASTIC TAO NCH SHALL NOT BE
REMOVED PRIOR 10 OWNER ACEPT/1 CE.
7 1• PAVED .T N SCDISFID LL GE HELD N1DW DAVIT= OF MAL 5/4C m. VC.
1 901) SHALL BE LAD PARALLEL l0 HIVE CONTOURS AID SHALL RUNE STAGGERED .OASTS ON
SLOPES
01SUER TOT R1 OR N DRAINAGE =NNE$ THE 500 SHALL IC STAKED 10 THE
1 SEED AU. ARDS DISTURBED 0(1E TO MGM 01111 THAN THOSE NFAS NID0 10
RECEIVE SOD.
it IEPAN ALL DAMAGE 10 PROPERTY FROM PLANTING OPERA7DN3 AT NO COST T7 HIE
YRNFR
3 1 DECIDUOUS DETAIL
PLANTING LEGEND
GMAe1Y
A
15
COMMON RAM O
WOTA4GLL HALM
20
CONIFER TO HA . HILOT (LESS OTHERWISE =TEA
NO 141A-CH ro
44' WITH TRUNK.
SCARFY 807 HOLE PRIOR TO PLANTING.
TWO ALTERNA OF TREE STAKING ARE ILLUSTRATED.
IT 13 TEE CONTRACTOR'S OPTION TO STAKE TREES) HOWEVER,
TIE CONTRACTOt IS RESPONSIBLE 102 MAINTAINING TREES N A
PLUM POSITION T}ROIOOUT TIC GUARANTEE PERI01
4 1 CONIFEROUS DETAIL
32
MUM MAPLE
A09MM1AUL
7 GAL PO7
B
6
AMMMA R PINE
P'W8 NORA
1:41124 TB •
c
8
!NAOOMU8 BPRICB
PICEA GL.T1A •ODMATA•
8•-6 24 4 O
D
1SAIINALLB MN
PRAWN* 4•M44YLVANOCA SIARRULL•
Se 5 4 B
E
10
4
11D1'IOD LRCM
T11M 20IQLCRA 9®P/O4o•
54.4540
r
3
NORWAY HA0LB
AC0R PLA0ANOOBB
NIA B 4 M
6
HDRwA70D MAPLE
MEN Lew, S4ORTHD00•
2h• M 4M
G
H
J
5
PIN OAK
O10RCIIB PALMING
2y a 4B
12
LAMCO. LEAP DALLM
SALDM P94TUDRA
B GAL POT
M•
K
5
RADIANT ONBAPPLE
twA4 1WA0 *14
is 10
M
4
ARRAN TRES LILAC
BYRN4A 411924X6 UPUBCA
2 GAL. POT
N
P
29
11158 10(1 LIMO
•'T*4 4A VEL TMA 158811O1.
1 GAL POT
GOL0M.UM SPINA
BPIIMA 0MALDA 3OLOq,yE•
M GAL POT
Q
R
25
RED NAG 0060000
COWAN ITCLONIPERA
ION. POT
8
24008* RCM
ROSA PLM06A
s
4' MOT
T
Y MAWS
IRRIGATION NOTES
t. LANDSCAPE CONTACTOR EMU. BE RESPONSIBLE FOR PROVIDING A SIN, ORNATE
LWSTRATNG N IRRIGATION PLAN AND SPECIFICATION N A5 PART OF THE SCOPE OF WORK
WHEN BIDOWD. THESE SHALL. BE APPIMID WY THE LANDSCAPE *021077 PRIOR T)
ORDER
2. COY EM ENG/PROPOSED IRRIGATOR SSLEM LOCATION.
S HESS OTHERWISE NOTED ALL SOO /5® AD RAHDHD AREAS INDICATED OR PLAN 9441.E
BE 1008 IRRIGATED. THE IRRIGATION SHALL. INCLUDE ME PUBLIC RIGHT OF WAY 9012(01
PROPERLY LNE AND BACK OF CURB OR SOUND WALL WHERE NEW LANDSCAPE
IMPROVEMENTS ARE PROPOSED.
4. R SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO NSURE THAT ALL
5000ED/SEIDED AND RANTED MFRS ARE IRRIGATED PROPERLY. INCLUDING THOSE AREAS
DIRECTLY MOUND AND ABUTTING BLNDNO PONWTOH.
5. THE LANDSCAPE CONTRACTOR SNAIL PROVIDE THE OIBNER WITH A WATERING/LAWN
IRRIGATOR SCHEDULE APPROPRIATE TO 'E PROJECT SITE CONDITIONS MD TO PUNT
MATERIAL GROWTH RECOMMITS.
5 1 SITE PLAN
I1 -_50'
ARCHITECT
4 IEPEBT CERTIFY THAT DM
PUN AND S'ECF1CA7HHN WAS
MOWED HT ME 811 OMEN O
100* DUPE*VOIlT NM TAT
4 M A 9.I.7 REGIS1905
ATE ITECT GOER TEE LAWS
IF TIE STATE 67MBEmTA
AS MEMO Br Iff 11/40
SEX..
MEIER H EGER 15862
SEA.
LAKES RETAIL
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Revision
LINO LAKES RETAIL
HODGSON ROAD & BIRCH STREET
LINO LAKES, MN
SITE LIGHTING PLAN
DOB
0 /13/2003
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ARCHITECT
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION WAS
PREPARED BY YE OR UNIER NY
DIRECT SUPERVISMN AND 'MAT
I AN A DULY REGISTERED
ARCHITECT UNDER RE LAWS
OF THE STATE OFFIDDESOTA
AS SIGNIFIED BY MY HARD AND
SEAL
*PETER HILGER
05R62
SEAL
DRAWN BY
PSG
REVISIONS
PDO
A-1.1
LINO LAKES RETAIL
HODGSON RD. & BIRCH ST.
LINO LAKES, MN
FLOOR PLAN
DATE
0113.03
SCALE
wer=r
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ARCHITECT
1 HEREBY CERTIFY THAT THIS
PLAN AND SPEC/FEAT= WAS
PREPARED BY NE ER .DEER HY
DIRECT SUPERVISE./ AND THAT
1 M A DULY REGISTERED
ARCHITECT .BIDER THE LAVE
10' THE STATE IFRIIBEDI A
AS SIGNIFIED BY HY HAND AND
SEAL.
APETER HILLER
15862
SEAL
CHECKED BY
REVISIONS
A -211
LINO LAKES RETAIL
HODGSON RD. & BIRCH ST.
LINO LAKES, MN
EXTERIOR ELEVATIONS
DATE
0143.03
SCALE
DRAWN BY
PDO
CHECKED BY
APH
A -211
0 02 -041
LIGHTING SYSTEMS
ca,rioa-y �z
DAKOTA
ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below.
Luminaire
Prefix
Distribution
Lamp
Wage
Light Source
Lens
Line
Voltage**
Luminaire
Finish
Options
DA
S — Symmetrical
XL — High
Performance
Symmetrical
250
400
SMH — Super Metal Halide
250, 400 Watt
MH — Metal Halide
250, 400 Watt
DA— Dropped Prismatic
Acrylic
73 — C73 Diffused Rat
Tempered Glass*
480V
MT— Multi Tap * **
TT - Tri-Tap****
BRZ — Bronze
BLK —Black
WHT — White
LL— Less Lamp
C — Coated Lamp
NO — No Options
EXAMPLE OF A TYPICAL ORDER
DA S 400 SMH DA MT WHT NO j
*The C73 Diffused Flat Tempered Glass is required for indoor use.
* *For international voltages, consult factory.
***MT — Multi Tap is shipped standard unless otherwise specified. Multi Tap consists of 120V, 208V, 240V, and 277V. Multi Tap is pre-wired for 277V.
Alternate voltages will require field re- wiring.
* ** *Tri -Tap is shipped standard for C -UL applications. Tri-Tap consists of 120V, 277V, and 347V. Tri-Tap is pre-wired for 347V. Alternate voltages will require field re -wiring
ACCESSORY ORDERING INFORMATION
(Accessories are field installed)
Description
SSA— Slope Surface Adaptor
Order Number
52152
0
0
ro
c
•
175MI-1
175 watt metal halide
multitap ballast for
120/208/240/277
250MH
250 watt metal halide
multitap ballast for
120/208/240/277
400MH
400 watt metal halide
multitap ballast for
120/208/240/277
Use mogul base clear
E -18 or E -28 lamps only.
Note: Horizontal reflec-
tors used with a metal
halide lamp require a pin
oriented lamp.
Lamps not included.
150HPS
150 watt high pressure
sodium multitap ballast
for 120/208/240/277
200HPS
200 watt high pressure
sodium multitap ballast
for 120/208/240/277
250HPS
250 watt high pressure
sodium multitap ballast
for 120/208/240/277
400HPS
400 watt high pressure
sodium multitap ballast
for 120/208/240/277
Note: Use mogul base
clear E-28 or E18 lamps.
Lamps not included.
347 volt ballasts
available.
ALN 445C
ALN 445 -H2
ALN 445-H3
ALN 445- H5......
ALN445 Arm or Post Top Mount
CLEAR ACRYLIC LENS (USE COATED LAMPS)
CLEAR LENS, TYPE 2 HORZ. CUTOFF REFLECTOR
CLEAR LENS, TYPE 3 HORZ. CUTOFF REFLECTOR
CLEAR LENS, TYPE 5 HORZ. CUTOFF REFLECTOR
POST TOP FIXTURES:
The standard cast fitter slips over a 5 inch diameter pole.
DIMENSIONS
POST TOP
22 •DIA x 41"
560MM DIA X 1040MM
ARM MOUNTED
22 "ola x 36"
560MM DIA. x 915MM
WEIGHT: 52 POUNDS
EPA: 3.45
ALN445D Top Mounted Arm or Pendant
\`
ALN 445DC
ALN 445D -H2
ALN 445D -H3
ALN 445D -H5
CLEAR ACRYLIC LENS
CLEAR LENS, TYPE 2 HORZ. CUTOFF REFLECTOR
CLEAR LENS, TYPE 3 HORZ. CUTOFF REFLECTOR
CLEAR LENS, TYPE 5 HORZ. CUTOFF REFLECTOR
Options
LDL
HSS -L
HSS -R
CHM
CND
TNA
MAT
PMC
347
Lightly diffused lens for fixture models with a clear lens, refractors or
reflectors.
House side shield for fixtures with glass refractors or clear lens only, consist
of three field installed panels attached to the inside of the lens. Installing all
three panels blocks 180 degrees of the lens.
House side shield for fixtures with reflectors is factory installed.
Glass chimney with brass holder.
3 lamp candelabra with polished brass holder. Lamps included. For decora-
tive purposes only. Not electrically wired.
Tenon adapter 4' (100mm) tall with six s.s. set screws. Specifiy the od of the
pole or tenon (by others).
Mast arm adapter for a ALN445D slips over a 2 " /52mm diameter pipe and is
secured with four stainless steel set screws.
Pendant kit for ALN445D includes with canopy and 36" of brass chain.
347 volt HID ballast
9
DIMENSIONS
ARM MOUNT
22 "DIA x 36"
560MM DIA. x 915MM
WEIGHT: 52 POUNDS
EPA: 3.45
•
•
24 FEET
18 FEET
12 FEEr
6 FEET
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