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HomeMy WebLinkAbout06/25/2003 Env Bd PacketCity of Lino Lakes Environmental Board Meeting June 25, 2003 6:30 p.m. AGENDA 1. CALL TO ORDER 2. APPROVAL OF MINUTES 3. APPROVAL OF AGENDA 4. OPEN MIKE 5. ACTION ITEMS A. Surface Water Management Plan Comments and Recommendation B. Bruggeman Properties /330 Birch Street/Rezone /Preliminary Plat/Site Plan Review /CUP /New Application. C. Frank Feela Inc., Hailey Manor /NE Portion of Mardon Acres/ Rezone /Preliminary Plat and CUP. D. Fogerty Investments /Lino Lakes Sportatorium /NW Corner of 35E and Cedar Street/Site Plan Review and CUP. 6. DISCUSSION ITEMS 7. OTHER DEPARTMENT REPORTS A. Forestry B. Solid Waste Recycling C. Environmental 8. ADJOURN Agenda Item 5A Environmental Board Meeting Date: June 25, 2003 Topic: Surface Water Management Plan Recommendation Background: Mr. Jim Jacques from TKDA has been working on the new Surface Water Management Plan. Mr. Jacques handed out Section 5 of this Draft Document at last meeting. Section 5 addresses Goals, Policies, and Action Items. Please review this document before the June meeting and prepare to comment. We would like to take your comments, and move forward with a recommendation to the City Council. Analysis: There has been a good deal of time spent on the language in the proposed Document. We are trying to have the Draft Surface Water Management Plan approved for Distribution to Rice Creek, VALWMO, and Met Council for review. We need an Environmental Board recommendation to forward to the City Council. Environmental Board Comments: Options: 1. Recommendation Approval with comments and changes. 2. Recommend other action. Recommendation: Option 1. • Agenda Item 5B Environmental Board Meeting Date: June 25, 2003 Topic: Bruggeman Properties, Rezone, Preliminary Plat, Site Plan Review and CUP. Background: I have included the past Environmental Board history of this site. The history is highlighted below. Although the new submittal has some different proposed land use applications, the environmental concerns remains the same. The new application is a proposal to allow the development of a neighborhood commercial site, and 152 town home units. Application packet information is submitted as (attachment 2) This proposal presents town home development with a commons area. The commons area includes a private park and infiltration areas. The landscape plan depicts much of the area planted to prairie. The note section of this plan indicates a planting of Little blue stem. Surface water direction is now proposed to be directed north of Birch Street and than immediately across Hodgson Road. Unlike the previous proposal, this water would not be directed into a storm pipe to the lake. ..................... 003 kaclgra uggeman rope cated on Birch Street and Count -applicant is'proposing to Rezone this area too.scommercial T.he use Includes a., gas service are., and miscellaneous other buildings. The Eastern half of the site is guided for medium density residential: l to proposal for this..area has been • submitted dueeta the existing moratorium Included, as (Attachment 1) is the GIS. •basemap with the MLCCS overlay. toad 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. Them is nn 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 . ',�g ting an:: (ac merit 2) There" .....::....are frio unr ue'remainin: 'resou;rces "on'this site: - NWl;shovus a wetland on rC 9 .....::. . t :e! :SE corner ' and the :d velO �� er h.a's had other site .wetla . ds delineate. P n d is the :: ro ect n ineer for :this• ro ect. l th v J g p J a e asked - hirri to. attend the:meeting, ac; rrment : s ows': a :Lake Protection areas Zone 1 and 2 .Pr : :. ection Areas; _surface: water flow :� atter�ns and Hi h•�P:riorit Protection areas This a tire site: is • p � 9 Y. in a Lake Protection done. Existing agricultural drainage channels water for the most - a . o �= a d win; a . e' : smal. area on t; e` cornea travels to F ace Lake. p Surfacewate;r issues are:;the most; irn ortant issues on this site�:Water:is ditched' P directly into' Baldwin: Lake. Surface water is ro os'ed to be" directed in .. Y p p - , to new ...:... U:RP.p nd� . Water from; this NURP.: and will be discha;r ed to the existin ditch. 9. Su ace water information will : have to . b.e.� evaluated. to determ ne `im acts if P any, to Baldwin : Lake IIGiven: th'e:re is a 9 asoline service; faclitYp lanne foc the site there shoul be some structural p an •for containment :The Landscape Plan: does:,not show landsca in for.; the ro used ond. The :.......:. P p p P a;ri s : ou. sow t.: is •• : o.nd area with Cit of Lino Lakes Native .Pond and P; P Y raina a ;;area' seed mix. ;A su estion should be 'grade to obtain a landsca e oornponf experienced in this type of landscape establishmen #and maintenance. • There .'is n:o'.: an: :or'' roun::� :�::sto.�: :::.:lanti.h S ..in ;:the °existin lari ''::If there :is P J GYP J gR .: roposed sod for these .areas 'th th an ese areas should be shown as irrigated . p p The la ..; .:..:.: p n shot�id show inter>tio'ns of` round ;sto and cover for' a'll • landsca ed rY P areas;iriclud n is'larids: All soits in t hese `areas.should' :be:thoroug'hl :tilled with g g Y .......:. at east an; additional 4 ".;of topsoil added before tillin Norway ma ies a'nd Amur p g Y p maple'should be substituted with anon = invasive s e ies, White oaks ra this area p wou be more a ro riate than' Lindens: Since 'tlhere are ;a number of oaks proposed ::for. removal from this :site;:;:0aks • should b.e.:.:: :p la:ced'' back :in..Additional oaks . sould be:; requre.. around themaintenance tree inventory submitted that is: in ::data base •form and readable: "' It is difFcult to to :.:.:.:..:....: rY :....:.:::: ........ from t a an''' ow man oaks an'd what site ;oaks ace ro osed ••for removal p Y p p Several more oaks should be; planted i.n; the S and East Side of ;the; ;Retail Building area of the landscape plan to screen housing to the East later. yaks ::::.:.... should' be substituted �fo'r Laurel leaf willow o'n the East ! i f S e • o- a eat ui ;dng, The Pare- settlementve;getation for this:.area is depi;cted:on Exhibit 6: • • The - lighting plan; should be. :IIow -1m act, no -s : iIL, downward focused,: minimum p .:...:.:.:. . umen o ..::.....::.:.:....:...:: type .Q cus wit, ,any cano en;closares unlit:; The existrn ; l htrn l?y 9 g g escri ions o not meettbis re uirer ent. This :ler�i needs revision; I? q P :...: uace rater Mana :: er> ent is ve . im ortant on :this • site. •: Existin and ro .::.. sed �� rY P g P pct water; convex anir e' systems indicate a direct .connection: to Baldwin Lake b too itc ince this; is in a x lake .: rotection area the.:develo �� er should::show : r. p - � - c _eativi . P n a enuatin. vo ume ;an ua it:.. issues. • Post deveio �� ment should t: to' lower 9 q Y R rY .:.:.::::.. vo umes ;;;;maintain re urred rates and reducin nutrient Ioads Pre and 'os nutrient modelin should be'; de onstrated Surface; water direction on g inn envious areas should be';directed to curb dro s b >the f this •p and made to •work '•'It a ears:that before ditchin water Towed to; RiceFLake and :had. p g, a Ibit : more buffer before: reaching. the Lake. This mi; ht be an a'lterr ative. The Anoka' Count ' Sand: Plane Ground Water Modal; de icts 'this area' s e a Y P- e ry sensi ive o roun water; o ution otentia Exhibit 5 An infiltration ;antics ated or; lanned:s:: oul have at least the 3 =foot minimum recom ends P P m d ........................... . tepefe ion roe a'seaso'na y'' ig water d a e If the roposed pond• ::s' I.ar�� e•.enou : h to :cont:ain' asurface' water storm :events for • P p P 9 9 ............ a :=year ood: •than the environmental con'ce'rns become much less: • ......... . es a:nag:emen :Pan :,'s:::oud. e: re;rre or : eve o meet ;and ost •p, P eve oilmen. ag'reerimen . is ` p an s au 'a ress so an . ree: p rotection 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: lans an'd and P P • maintenance. : ......:::. o soy on' . a !si e s ou ; remain on t e site. n '' intention to 'im ort soil must ave t e a ttiVal :of ;;the• Cit ..� arid: be • submitted to RCWD for review of PP Y� surface: water inf ltration rate''changeg • Bruggeman ;Preirtes e Environment ! :::oar (1:gecommende •on •January.2 •2003: at:::.e �ro �.osed .:.:::.:.......::. ... ruggeman- ropert es: Deve lopment be : enie , :; ecause: • ' •; 1; 'The sack' of :iii ut from Rice; Creek watershed District and the Minnesota De. artment P p ...... . :.of Reno rtes T e ro osal to;build alcar P 1? ;: wash and station in a Lake :Protection Zone nd an area wi; . :: ig ... sensi .iv : o ground water; o` ution :. :The Environmental Board made the: followm g additional recommendations.shou d the 21::. proposal go forward for approval::: 1. Follow Staff Recommendations in Environmental Meeting Report. • • • 4. eveloper would work with S om m the:1iW co mer.. hould native,grass and flower seed hst should be use Grit and oil filters should be part of the design. TI eveloper should follow lighting guidelines in the new Dr ace water plan must be evaluated to determine environmental impacts 5 The sir: 6 That an opoed li ng canopy i ith recessed lights and th ri : fascia 7, That p Motion by Ong be reduced to qty -minimum standards. [nyd r secoad by Grundhoffer A11:approved Analysis: There is about 500 feet of organic soil and vegetation between Hodgson Road and the lake, in the area where the storm water pipe is located. Vegetation between the Lake and the road is comprised of Reed canary grass and cattails. See Attachment 1. There is an existing ditch in the immediate area of the pipe - outlet on the West side of Hodgson Road there appears to be some ditching, and this has created somewhat of a gully down to the Lake. Landscaping, and or placing a control /level device at the star -point in (attachment 1) would achieve higher benefit to water quality. This would spread the water out throughout the wetland. Surface water volumes and discharge rates need to be verified to conform by RCWD and our City Engineer. Best management practices should be followed to ensure soil compaction is maintained at a pre- existing condition. These practices should include the use of low- compaction grade equipment; loosing soil compacted more than preexisting conditions, and fencing off infiltration and native plant areas. Native plant areas should use the City specifications for native plant mix. As it is proposed now, only one species (Little blue stem) is proposed. The use of irrigated sod areas should be used around the immediate frontages, and sides of townhomes. All sodded areas in the commons area should be irrigated. All transition areas between sod, shrubs, and native grasses and forbs should have at least a 10 -foot transition of Blue gramma grass and lower flower mix. The developer should detail in writing a plan to maintain native plant and commons areas. Tree species should conform to the City Planting specs. The City has required one tree per frontage on the boulevards. The plan does not indicate one tree per frontage. Species selection for Colorado Spruce, Scotch, Ponderosa, and • • • Austrian pine should be changed to White spruce, Black hills spruce, red pine, or white pine. Evergreen trees in the prairie areas can be very incompatible. If it is desired to have evergreen trees in some locations, than these areas should be separated and mulched as groups in the landscape. It is suggested to plant more hardwoods in place of some of the evergreen trees. It is suggested to plant more oaks as substitutes for hardwoods and softwoods suggested. The use of white oak and bur oak should be used more. Maples should be confined to Red maple. A substitution should be made for the Ginalla maples. A substitution should be made for the compact Ginalla maples. Ornamental grasses should be non - invasive. Options: Recommendation: Environmental Board Comments: Attachments: 1. Storm Water Direction 2. Application information • um co • a co E a) a) a) Ili • Attachment 1 0. .c to N N w J C0 111 ti" 0 Q. Q CL W N d 2 N 0 0 O PLEASE FILL OUT BOTH SIDES OF FORM CITY OF LINO LAKES - LAND USE APPLICATIO CHECK APPROPRIATE BOX: Comprehensive Plan Amendment $ 500 Conditional Use Permit $ 350 Interim Use. Permit . .. $ : 350 Site Plan Review $ 500 Subdivision; preliminary Plat $ 1,250 Preservation Development 1,250. Planned Development Overlay .1,250 Minor Subdivision/ . $ . 250 Lot Split ... Rezoning $ 350 Vacation: drainage, street, utility ... $ 250 - Variance • $ . 250 ESCROW DEPOSIT: Property Address q330 ea\QLC -( PIN # • = �L- ZZ -AA -000 Legal Description: Lot Block Addition See- AC Existing Land Use 'f =1'l t-to -me Existing Zoning S �- l DESCRIPTION OF REQUEST: ( . c4 ti d Kc =cam CFV1 a'r CJ4 .S }-cone. i rcC. Applicant: Owner (if different than applicant): name D r of e t -t Pfo PrR.a t name �J-• Nt- et address '35r�4 t:01- 1CrVieu) OR, address \tt-t ATE (2)N -1_ LK int 5-5-no - .. phone • (290 1"10 -- 2..9/ phone fax (T) -no- ( -73 • • : ' fax - e -mail ( S C+4 Li r-t K Q • e -mail q tyr 3;co . Revised 1/23/02 Page 1 of 2 Legal Description. (PID# 30- 31- 22 -44- 0001) RECEIVED JUN 1:0 2003- CITY QF LINO LAKES 'That. parti.of Government .LOt 6 In Section 30.,- Township 31, Range 22, :Anoka- Connty Minnesota, described. as follows: Commencing at a .point on the North line of sal. Government* tot •6' Which 1S-198 feet West of the Northeast corner of said lot; • . thence South' parallel. 'to .0e East line_ of 'said lot 660. feet; thence West and-.,- parallel to the .North line ,of -said lot 1998 .feet; thence -North and parallel to - : the East -line'•of' said lot -660 feet; thence East' along the North line of said tot 198 feet t'o the point of beginning.,..containing three acres 'more. or less. • RECEIVED JUN 1 0 2003_ Cal' OF LANG Legal Description (PID# 30- 31 -22 -44 -0002) 1t3 t paid 'af. Gaieinuient. Lai nbumered Section nuabe•ed••Thirt3r `: . 13o), - Toi nahip: *ni mbered... irty -one ' (31), Range nximbered Wear :two (22). -Aiiai_. 13.es -T.st of the -xoaa':now bonstrucbed in a Northerly and - Southerly .direction 'thr!outh .6611 'Propeztys .. and : tcattiiining ' about Thirty -four (34) • acres of and a EXCEPT therefram-the .following described .property:-commencing at' a point':on • -the North . dine: of said Government Lot Sin * (6) which. -is: One Handfed NineVt -eight • -(198) feet Hest•.of. the Northeast :.cbrner `of said lot; thence the nceScxx t :ii a]Ye: , to : tie -East let, Six Hundx ed , Sixty -(660 feet thence• Weee ind para11e 3. f to the :North* line:Ot said_ :1c* One.8dndred Ninety+- eight• (198) ':feet; :the ice •North { • • and paraile1: to -the line of ` said •lot, Six Hundred 'bitty (6601: feet; .thence • East . along . the .North -.line . of said. =hot' Six (6), One Hundred Ninety-eight (198) feet .:to the point of- berg; said exception contRinirig three "(3) acrod more - or. less.. - - w ay'VbNMIK i. iYO 011061171o1 -SONG owa -iA+ r141P .l I• . A IO !NW iflIIAY NaLOONI* 1 NLIYO O 810311N08r ow S =OIAUS NOIS oizoJsaoaa. pip h 1 11y130 mod men pg pp 11y130 mod men pg pp a. NW 'S3NY1 OM '1S HOI IO a 'OS NOSOOON C li C e suewdoleeep Bel Oulu 0 $3 i ao z —J F- w w 0 0. 1- x J SON 1rmr • • wr4.an SITC/11111003MAN nwrwmM.e uCS BIRCH STREET N89.09.00% 1019.44 C..a,.ct..Ow-r0[.IItn0 PC L/.ts ..010. ns -..1 4M..9 ecrobmu SI *W w CDT 1. CI 0 cr c ZI o I I 1 I I 1177,60 S8910'44'W 1 41 .tea TOTAL. SITE EXISTING ROW BIRCH STREET WARE ROAD FUTURE ROW HODGSON ROAD WARE ROAD 60 75 100 160 200 SCALE IN 1,449.864 5$./33.284 ACRES 53.255 S.F./1.223 ACRES 41,706 SF./0.857 ACRES 45,595 S.F./1.047 ACRES 3871 S.F./0.084 ACRES FEET 1 0. 1 66 wow 1 1 i 14 y_ L 1 A—N. rhv Me C S A3+. 10 LLey q_ g. \-'- -- , i 1 f ':. 1----„,...__ �— _ � `�f. *.., lac,. - t /not Agiouhlollimilirmwmasna>r—:= ■ UM . : 7. . . J ' ."=. I I 181114- .1 ;742 - .'i'l i I 11 45 116 I i "2 I I I- ' 41; A i Walt n umnif IHINV RECEIVED JUN 1 0 2003 CITY OF 11N0 LAKES • • COMMOION. 7114•110.••• IMICIIVO45/014 IMO 6\. pj .••\••,-fir.p- p\M.f1L...-I]TCp9 1.40/E1- 153J1.C..Cp,N.,nq ,p.w„.IICCT••• OnSIO1P, Ilan .N CO INFILTRATION INF 1 20,2 INF 2 3,8 INF 3 14,1 INF 4 5.0 INF 5 5,7 TOTAL 49,0 X 0 24,5 (0.5 50 '15 100 - scw wp.ast>s IV Mg, 4 S.F. 9 S.F. 0 S.F. 1 S.F. 8 S.F. 2 S.F/1.13 ACRES OF AVERAGE DEPTH 6 C.F /0.56 ACRE —FEET CRE— FEET— .REQUIRED)— riuuuiui hill 5.055 s /1 WEE EU% 11114 OT1161% ems" 6� . M IYi► ��. • = r AIN rim�u ilin 1\4 IliO� n a• Cc d P.O. III aIV- np 410w r �Ie• ar »1n"' IN 150 Y 200 FEET 1 W G1 R as y • lhreralory Trees 2.r b.b. h. —.3 Aced app. Cdtis oceidentdis Frosinus spp. Poptdus bdsomifera Populus tremulodies Ouereus bicolor Oureus el'ipsoiddis Ourm a pdustris Thu spp. Evergreen Trees 6' b.b. Picea glauca densat° Picea pungens Pima nigra Pima sytvestris Pious Ponderosa ziar' I Understory Trees 1.75' bb. •...,.• Ydus Spp. Amelanchier Spp. Acer ginnolo Crataegus erus —gaill inermb 2' — 3' ht Juniper spp. Junipers horizontal's 'Hughes' Juniperus Sabina • 2' — 3' ht Oeeidlous Shrubs Acer gouda 'Baiey Compact' Amdanehier dnitdio 'Regent' Aran, rndanoeorpa spp. Clethre dnitd.e Lamers s)losteum 'Emeriti Mound Rhus aromatic, 'Cro—Lail Spireee spp. String, Botbdle' Stringo meyeri 'Pdbin' Viburnum Woburn 'Raley Compact' • Ornamental Crosses Hemeroedlis app. • Perennials, Liked ** 1 1 1 1 1 I I i I I I Pl'*t. Slsed I 1 I I I Pratt* sees % , 0114 o-1 • , 11 .. —••� 1$4 Pr.m Seed Prairie Seed tcti PHASEI • COMM Prelim Seed r•\ Prairie Seed t;VERCRroY L arcialsslt TRUE Pi ANTTNG IF TAD sorts • bow veer e-w. ti bye.* r.....o ....nix... bo wu"r+rr • wee... r. »y tree ws ... wer""`w'n'w w wee ,w .w... r. r wow r .w e - . u we.w.e.a..+ar=se., ' Cae•••"s""eep woe «• w w. w «.w.... ww. w • .w.tsi.w • sons " 0.we.w. w m .e Tea teet ww aw..s.. eve ..aeeneee .'"""rte .. w •.w *N.. ••••••• eons.. a ..e. repast •0 • MI p..e� Y M sae. .Iw Me ewe MM M w. e.ar[— ear new. Otos w w r.- cease naves Owe... •r•∎en eerems sr•w• w• ••••••e se••w• emery use rotor, aW. •M n "^' :r Steel, w▪ en or., rem w Mew .w. or ,. of o, wore.. woo tom, : PAINTED WOOD FASCIA vINTL(PAUX- CEDAR) PANTED WOOD VENT PREMAN. VINYL - �II9I -. .,,,,1111. AuIIt:� 111 1rl1 11111 IIInulI 1 1111 1 I�M1■ ..141111111;111111111 I 711111 111111 — 1 111 11111 lh 11 11 /,,111111...11 111 Inll 11.011 1111111,,1411111n1111i110 11n111111.11111Iliri 11 1.,. . +4 ill 1111q,1 1111 1 111 1 1t n 1 !1NI 1111,,11 111111. 1l l 1111 1L 1 j•l Mnn rnln In1 a I 0 u WP� I'1 riur�1 1 —. 1un fR1 1 i ���11 'nu ill nn 111 11i ��( 1 p111111i1��,,i� •••o••••••••••• 111,111 :.El111I: nr�Inrnu1E111'/l? I.h /4111 tail 8IIIII.itil W,,1111111 1111.111'�1n111 11 1M1 I- '1111111111111111111111111111 ASPHALT SHINGLES ANTED WOOD TRELLIS PAINTED WOOD SIGN BAND 11111 - olnlnlu_. I I l U l I IIl ll I P81I11 N 11111011111111111/111123111111 IT CHANNEL SIGNS 1 I NORTH ELEVATION i�q - - -�, tom. p .� d C 1Pt f te,,..�'ia 3.f+Jllfi -n -. STONE SASE ALUM. STORE FRONT DOORS PAINTED WOOD COLUMNS PROFILING. VINYL WNDOWS uium u1w11. 11 l u NI r 1 l I1 .,III nl I:11 I1� li I� n'. r�1a .e•n 1r1 1 1 1 1u n 1 � ... 111 In III lilim In fit 1. 1ru1 11 r l p1I , I I 11110111111 111 �1t� Irll .n•� ��II111�n�1:11 P:IlImi�1 q. niiiolininl��nii iin�111111�i1IIl.n' .•�nnn'll�l n Ilf'Iunrin in �llish._ 111 I. IIIIIHI/Ir1111ID 1..11111 I 1111111 1. 111111111111111 111111111 tl 1 I I 1 E t1l rI I1 1 1 uil lul 111,1 m' I' .�,y.pt 1 Ii1n I� ., 1 ci 1❑1IR1 1111 11111u� un 1 II fil 1111111 1111 1111111111 11 Hurl' lllll� 1�1'll11 1111 11111111111110.1111111 01111110'. nnm 1min1n1111u11M1191111t i1.11M1 111.1.' -0u[n, 4! 1u.1!PLI!.EVI 19119. 1= MI = =MINIM : = MI 0111111111111111111111•11•11 _. i .__. ..� �'--;,... i .- -1r_,� L:,� r[�. 'y^s-. �!r r.,fiN't15a�+rr� Iy p' •`— PANTED 'HARD,, -PLANK LAP SIDING T /ROOF EL, 12T-0" T/SIGN BAND EL. 84' -S" 1/SIGN SAND 0., 110•-0 EE.f T00' -4f 1/8 ".r ■1 1111.111111,. .,111 Il�111111111I1l',11.. 1IIIl110111l'_ 111 11 1;111111 I 111111 11%q. 11111,11111111 i - -._ 1111111 11111., 1IiIlIII111II1 ntIL 11110 ■IIInII'11. _ i111:1.II;IIIII;IIIIIIr1111 r41 /111 IIIIIIII:I.IIIII,. SIGN Ell IN1 1111 2 WEST ELEVATION 1/8 ".1' 3 I EAST ELEVATION ul,jllill. .111ll11.N1 11h •1111111111IIIUIII Hlr /WHEW (231311111111a. •1111111111111111 1111 18114_ 'III'111II011I 1 .1. 1131 n 1111111111.. . 11;111111 I111I II I 1n4111N' 1 1 LIR_ II _. SIGN PAINTED WOOD T /TRASH ENG 4 EL, 108'- y. GATES e T/ROOF EL, UT-0' 0 T/SIGI BAND EL, 04' -S" e B/SIGN BAND EL, 110' -0' • :FE EL, 100' -0' `-- -ALUN. STORE FRONT DOOR$ ii PRENNG. VINYL WINDOWS PANTED W'1 DOOR t 4F r 4i .:r 4: I1/8 ".1' JUN -L 0 2003 CITY OF ONO LAKE'S 4 SOUTH ELEVATION I1/8 ".1' ARCHITECT 1 HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY IC DR UNDER NY DIRECT SU'ERVISMN AND THAT 1 AN A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OFNINTESOTA AS SIGNIFIED BY NY HAND AND SEAL. A.PETER HILGER 05862 SEAL DRAVN BY REVISIONS CHECKED BY APH A -2.1 Lino Lakes Development HODGSON RD. & BIRCH ST. LINO LAKES, MN EXTERIOR ELEVATIONS DATE 06.09.03 SCALE 1/8' =1. DRAVN BY PDD CHECKED BY APH A -2.1 .008 1 02 -041 SITE STATISTICS TOTAL LOT AREA 74,014 S. • IT ACRES TOTAL GREEN AREA. 30,295 5F. • .70 ACRES • 40.9 % PROPOSED LOT ZONING - LIMITED EU5RE55 TOTAL BLDG AREA. 13000 SF. SPAGE TO BE EITHER DAYCARE. OFFICE, OR RETAIL BUILDING SETBACK, 40-0' PARKING SETBACK, 15' -7 PARKING REOV(SGENARIO I- CFFIGE), 65 STALLS (1/200 SF) PARIIN6 REOV(5GEIARIO 2- RETAIL), 65 STALLS (1/200 5F) 1500 5F RETAIL/OFPIGE) 1 STALL PER 5 CHILDREN = 116 GHILORE*5 • 23 STALLS 1 STALL P62 STAFF • l STAFF • 1 STALLS RETAIL/OFFICE 1500/200 • 31 STALLS TOTAL STALLS (SCENARIO 3) • 66 STALLS TOTAL PARKING PROVIDED, 65 STALLS TOTAL PARKING PROVIDED INC. PROOF OP PARKING. 51 STALLS A HIGHER DEMAND 111115 51 STALLS WOULD BE APPROPRIATE A. i num■■■ I* If ■��� ■Yul ■ ■����� ■ ■ ■ ■ ■•—G ■ ■ ■• ■ ■qR l -�, ■ 1 a ___w_ a. • • • 1 Y • • ■ • INFA T PLAY ARE DAYCARE /OFFICE /RETAIL 13,000 SF CONCRETEIWALK `FENCE 1 1 SITE PLAN ARCHITECT I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER M( DIRECT SUPERVISION AND THAT 1 AN A OLY REGISTERED ARCHITECT UIVER THE L4W5 OF THE STATE OF MMIE9oTA AS SKIMMED BY MY HAND AND SEAL. APETER NIGER itear.a SEAL REVISIONS Lino Lakes Development HODGSON RD. & BIRCH ST. LINO LAKES, MN SITE PLAN SITE STATISTICS DATE 06.09.05 SCALE 30' Yp1 BY DRAM I PDO GFEGKED BY PDO SP -1 I-10B8 AA A Agenda Item 5C Environmental Board Meeting Date: June 25, 2003 Topic: Frank Feela Inc., Hailey Manor Background: This is a preliminary plat, rezone, and conditional use application. Please see (attachment 1) for the location photo, and (attachment 2) for the project submittal information. This is a 5.41 -acre area proposed to place 16 lots for a density of 2.96 units per acre. The area is located just south of Bluebill Ponds Development. Preexisting surface water flows to the South. The developer is proposing to divert most of this water to the north. The water would first flow into an infiltration pond on site, and excess water into an adjacent, sized infiltration pond in Bluebill Ponds. A Tree inventory is listed in Attachment 2. Several trees are proposed for removal. The inventory does not specify what types of deciduous or pine trees are suggested for removal. The seed mix suggested is a MINDOT low maintenance mix. Analysis: There are no significant pre- existing land covers on site (attachment 6). There are no significant soils and water relationships on site (attachment 4). that would indicate unique plant remnant possibilities. There are no significant wetlands on site (attachment 3). There are no indicated Environmental Handbook resource zones on the site (attachment 5). Infiltration areas proposed on site should have the City native seed specification used. Native seed should be applied at the same time as erosion control vegetation seed is applied. There should be no importing or exporting of soil form the site with out City approval. All BMPS for erosion control and compaction control should be followed. Soils should be restored to pre - grading compaction densities. A boulevard tree should be provided for each lot frontage. The tree inventory should indicate genus and species with size. Environmental Board Comments: Options: 1. Approve with Staff and Environmental Board recommendations. 2. Recommend no approval Recommendation: 1. Approve with recommendations Attachments: 1. Location Photo 2. Project Submittal Information 3. Wetlands 4. Soils 5. Resource Zones 6. MLCCS • Attachment 1 W _N d V L al 0. 0 oweia PLEASE FILL OUT BOTH SIDES OF FORM • QTY OF LINO LAKES - LAND USE APPLICATION ` •- CHECK APPROPRU IE BOX: . µ . Comprehensive Plan Amendment ._.�.. Conditional Use Permit __ Interim Use Permit Site Plan Review 4, Subdivision: Preliminary Plat • • Preservation Development ,250 Planned Development Overlay 1,250 a sad $-350 $ 350 $ soo Minor Subdivision/ $ 250 • Lot Split Rezoning cj 350 Vacation: drainage, street, utility $ 250' Variance $ 250 ESCROwDEPOSIT: " a Property Address tiI + `+G-nl c REARcMv }� Legal Description: Lot `5 Block 1 Addition Existing Land Use t..)a-voR Existing Zoning 'i U Ft..fl-L_ • .DESCRIPTION OF REQUEST: • /N6.- L:t t i (PCP, Taff- Ra ' L A4 i--h •tEArr �''� t) G' ': U C cola Applicant • name • • address phone fax e-mail • • Owner (if different than applicant): ale //0 /boll o r\. l C� f address • <-1c— l.• d : < �/� lir, /1� t, )'19111 6-S-Oy5 • ){-- �` t^ 0.1 ( key, �Y 1 tl, E< - „zo - 99 0 ` • phone (. , - .. .%' -'F-16c1 "76•3- 7S"y 73 /3 • fax Fe /sue CBs) <.vat. Apra' Revised 1/23/02 Page 1 of 2 AERIAL PHOTO FR -A-3\1X J'T ECY RECEIVED JUN 0 9 2003 CITY OF LINO LAKES LEGAL DESCRIPTION Lots 6, 7, and 8, Block 1, MAR DON ACRES, And also Lot 1, Block 3, HAILEY MANOR, Anoka County, Minnesota. NORTH GRAPHIC SCALE 20 40 ( 01 7ELT ) 1 tree - 40 ft. 1 hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I om a duly licensed land surveyor under the laws of the state of Minnesota. Doted this 9TH day of JUNE 2003 Els Engineer, Minnesota License No. 17659 DRAWN BY: MOW CHECK BY POK JOB Na ,714003 DWG Na 3t4005CRAD DATE 8/9/123 _SHEET: 1 01 1 Na DATE DESRIP7N2N BY LAND SURVEYING & ENGINEERING ,1412 East County Road D. Little Canedo. 101 55117 Telephone: (651)788 -0112 Fax (851)788 -0812 E-mail eurvey4lmetrolo.com 314.005 —PHOTO 1 BOUNDARVTOPOGRAPIIIC SURVE' v.c RATIX FTELA 1 1 „ TNH ELEV=914.17 I „ (!_ ----------- ------------ L --- J.- ---------- -L --- -J ----------------- iga34 A LO LANE ). S89°,27.24"E u/ ts 1 -15R 908.40 CB TC 495.90 L .34.77 -e56S11NG SAN. MN 4 fa91 0 , EXISTING SAN.-sni , 0 / z 1142 SERVICE (TYP) of;‘ • s II i 1\1 /- -907-- -_ EXISTING? HOUSE \ I -908- — ".... ‘,.._ ,,../ \ I ( V f / \ •/ \ i ./ ,■/)/////////./ .„,/,?„ EXISTING HOUSE ////////////////// / / / Ty NORTH GRAPHIC (D FEET) 1 inch = 30 ft. / / / / ,...„..44 .."1. _. EXISTING ft'l Ap 5 SE ' ,..C4 .. . — / / EXISTING / t's4 . BIT DRIVE . / j i.-- ... --- i - // 0 1....) ./BASKETBA/LL HOO ./". \ V , TTV ------- 777 ---- TREE LINE (T'fP.) G" / FENCE (TTP.) \ EXISTING HOUSE / 435.90 N89°2724" ir J o EXISTING HOUSE I zo o LOLS"\LANE 42. II )1 0 r - INV.=899.89 TOP RIM = 911.513 a.14153 UNK 1 1 1 1- i / tiONCRETE CVPTIC / / / / / / 1 / / 91 TN .90 1 \.„. EXISTING HOUSE a—, / / /// / / CHMN UNK FE CE LEGEND • = DENOTES IRON MONUMENT FOUND 0 IRON MONUMENT SET AND MARKED WITH LICENSE NO. 23968. • - SANITARY SEWER MANHOLE • 2. STORM SEWER MANHOLE = CATCH BASIN a. SIGN [2] - DENOTES TELEPHONE PEDESTAL • UGHT (r)* = HYDRANT = DENOTES GATE VALVE • = DENOTES POWER POLE • DENOTES BUMPER POST - 5AN- = DENOTES SANITARY SEWER LINE - = DENOTES STORM SEWER LINE -OHE- DENOTES OVERHEAD ELECTRIC LINE • = DENOTES PINE TREE = DENOTES DECIDUOUS TREE LEGEND • Denotes iron monument found 0 Denotes Iran monument set Elevations are NGVD Datum LEGAL DESCRIPTION LOTS 6, 7, AND B. BLOCK 1. MAR DON ACRES, AND LOT 1, BLOCK 3, HALEY MANOR. ANOKA COUNTY, MINNESOTA. 1 hereby certify that this eurvey, plan or report was prepared by me or under my direct supervision ond that I am a duly licensed land surveyor under the laws of the state of Minnesota. Doted this day of 2003 Br Surveyor. Mtnnesoto License No. 13293 DRAWN BY .AIB CHEM Br RPA NO. DATE .06 NCt 955.004 0740 80 95500470P0 DESCRIPTION DATE: 2/28/113 suern 1.99 METRO LAND SURVEYING k ENGINEERING • 9 Pr412 East County Road D, Little C22222. 109 55117 Te1nphonc(551)758-0112 F5=(851)758-0612 surrey•metrols..com NORTH GRAPHIC SCALE 20 40 PRELIMIN RYPLAT . 1 I F< I 1 1` L.A. i 1- 1 I rs es ■ 1 r-s, ARLO LANE S89 °27'24 "E r i(1 � J po1 L ON CV C)\ °o� H ; ILEY MANOR wi N1/4 COR, SEC.8 T.31, R.22 495.98 ( 01 rear ) 1 taoh 40 K LSGEND • - 6* met mdeoLa .110P46 ILINSWM MOO 111{ Elevations are NGVD Datum O 0 Ei o 0') 0') EXISRNG' HOUSE ]11 TYPICAL EASEMENTS: TYPICAL DRAINAGE & UTILITY EASEMENT • STREET j 10.00 -J 5.00 5.00 5.00 I f 5.00 REAR UNE } BEING 10 FEET IN 950114 ADJOINING SlNtti LINES AND REM LOT LNE5. A140 5 FEET ADJOINING SIDE LOT LINES UN1ESS OT14ER■5E 514091 DN 111E PLAT. 4 1 82.50 495.90 -110 6 10890 SqFt± 0.25 Acres± P5 82.50 10 i ° 82.50 N E; 7 (_ 10890 Sift* . 0.25 d! 11Adces J 1or 82.50 5 19 SgFtt 008.25 0 Acree± 15510 I dI 4 10 i� I 82.50 0 1 4 10690 SgFt± 0.25 Acres* n ett nL 82.50 r 1Hrpr,. � N N if- 0890 SgFtt - - -� 4d 10.25 A 8st 31 % COSTING HOUSE L J d! 3! � N 9 10890 SqFt± 0.25 Acres± 82.50 S89 °27'24 "E J r -t! Ll n BLOCK 82.50 M 82.50 3 10890 SgFtt 0.25 A «eat H I I- �i 10890 SqFt± 0 , 0.25 A«est 1 : EXI57WG HOUSE :, • L R250 J 82.50 r SETBACK UNE I ` (TYP.) 2 10890 SqFt± 0.25 Acres* 82.50 3 N 100.B° SgFt± ± 0.25 Acres 82.50 J 495 90 0 83.40 8 T ! 1 11009 SqFt± 0.25 Acres± O -- 4.31 8 O .389°26'45"E 240.00 LOCATION MAP NOT 10 SGNE .1A t9" Pe ACA NE %Pe SECTION 8, TOWNSHIP 31, RANGE 22 ANOKA COUNTY, MINNESOTA. E70 STING HOUSE CO 30 00 M • 0_ 85.00 Sr 15728 SqFt± 0.36 Acres± 1 8 4 2 155.00 , 28677 SqFt± 0.66 Acres± 2 1 • 1 - 155.05 110 8 J1 o S89 °27 24 "E 240.03 W '.Z oas11FJG 81T DRIVE COUNTRY io LOIS LANE r c�. a° r /r NOTES: R -1 (SINGLE FAMI1 YI TOTAL ACREAGE - 235,534 sq.ft. (Excluding R /W) - 5.41 acres TOTAL NUMBER LOTS = 16 NET DENSITY - 2.96 UNITS /ACRE MINIMUM LOT SIZE - 10,800 sq.ft. = 0.25 acres MAXIMUM LOT SIZE - 43,004 sq.ft. = 0.99 acres AVERAGE LOT SIZE - 14,721 sq.ft. = 0.34 acres FXISIING 70NINC RURAL R -1 HOUSF SETBACK INFORMATION FRONT AND CORNER LOTS: 35 FEET FRONT ON COLLECTOR STREET (LOIS LANE): 40 FEET REAR YARD: .30 FEET SIDE YARD: 10 FEET MINIMUM LOT WIDTH AT SETBACK UNE, 80 FEET LEGAL DESCRIPTION LOTS 6, 7, AND 8, CLOCK 1, MAR DON ACRES, AND LOT 1, BLOCK 3, HALEY MANOR, ANOKA COUNTY, MINNESOTA. RECEIVED SUN 112003 Or( OF 1_1t40 LAKES I HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATED THIS DAY OF 2003 BY: SURVEYOR, MINNESOTA UCENSE N0. 13293 314.005 01E01 BY: .51 I 0110 NU. 314005PP DRAWN era .A NO DATE 5/9/03 SNEEP. 1 of 1 A 8/5/137 O MTTED BLOCK 3 NO OAIE OESCRP71Qv BY OWNER/DEVELOPER FRANK FELLA 11423 NATIONAL COURT NE. BLAINE, MINNESOTA 55449 (763) 754 -5400 ENGINEERING BY: METRO LANG SURVEYING & ENGINEERING 12510 FLETCHER LANE NORTH UNIT B ROGERS, MINNESOTA 55374 -9687 (763) 428 -5130 CONTACT: ED JOHNSON SURVEYING BY: METRO LAND SURVEYING & ENGINEERING 12510 FLETCHER LANE NORTH UNIT B ROGERS, MINNESOTA 55374 -9687 (763) 428 -5130 CONTACT: FRANK KRIZ 'P. • - 1Wreesse®riueer LANG SURVEYING A ENGINEERING • 412 Zest C: County Road D. Utile (801)708 -0D12 Pan (550768-0012 7177 00 T 0-matt .Irre7metrols.eom METRO .RO 1 PREL1MIN «)( GRADING j\DESDNflCOOb , 1 1 I I 1 1 1 I 1 , X909.95 X90946 X90936 X909.94` X911111 Xyt9Jb X909.07 Xr \ X90987 X906.79 X909.1 X90932 \ X904.99` x9/09A� i9p9_ \ \ X909.36 \ X90986 JCfi11M 5. X90919 ` • X903.73 X90607 X90379 X9°374 X90976 J '-a X9419.32 / X90362 X999.98 rsa, FRANK ,STELA wr,„ Nei ELFV- 014.17 O O I °V L 02.34 ucE LANE Ser UGE UGC MI 1191 -90229 x90364 X9oear X097.4° I x907.34 x9.9l X9casa E -. 091441 X90735 9111 x1117.16 X91173L`Na x90936 x937.20 `y 'W OP X90934 X909.14 m▪ ipC9�0R33- x/ -9,0- __XMAS / r1 X009.46 X911934 x64 X90910 DRAINAGE ARROWS LOT NUMBER LOT DETAIL (NOT TO SCALE) ELEVATION AT REAR OF HOUSE HOUSE TYPE EXISTING ELEVATIONS PROPOSED ELEVATIONS PROPOSED TOP OF CURB GRADE GARAGE FLOOR ELEVATION NORTH GRAPHIC SCALE se M 111 (IX TELT ) 1 took - 40 R I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I om a duly licensed land surveyor under the laws of the state of Minnesota. Dated this 1711-1 day of MAY 2003 By. Surveyor. Minnesota License No. 13293 911.00 90941 217 ( 91eec9� L _ -- X90930 - - - x(90976 MATCH a051a10 PAVD1a10 A10 MT also y�'9�01EN7 'NIO"� 011+11 11011 EOS211e15AL4MN a9z RIM-1111 S.T / b - GV 85.00 1 \010.9 %V1191 912. Qr90ee3 912.0 NG H i 1 �.1A1�}f1K 18]101 \ 11133 32 -90e- zr X911. 91 M 09079 06.41 9907.23 27 KEDGE a'Y `11\1 \ �91ete f ' J Ik9o9.90 ▪ \ \ x10371 _ %T 1X11417 X907.30 r i n \ CMA1 U1µ FENCE x90706 x000437 \ I 3 \ 1 - - - -\\\ -�� \\ x x911493 K'£AND \ \\ q 1 \ \ 1 1 /U I LEGAL DESCRIPTION ) (7 •" \ \ 1\ V NOTES CIMIACT (a) 9oSI a x 201: ra, Ix ma 04 PRaa UM. I 1(mo6 109 -4,a PPM 70 1•1011 KCJILL T 110.E. WW1., 911.0 os u o•mtm ▪ MD,ata.. Aria.. AT no. vex mI4om. 203( IOCL 01001111015 WOW- KM. a,� 1110® OM MI MG sr MICA 93.11 10 uwa MOS 111710 M WELT a WOO. naves 091.4 011011 ANO WWI MOO= 901 • V•JalfT *1 •z 1111■I • moms er •• r•01,4 T_ sso a a mess (m ••••302/ • A0.0411.41710 :9 A2,a, 9®v SOUL K WON MIME X6-1074 Me11e.E rue - n9410/Mec r masa rums= a 11 ram Sr -9-14 KIC (20410/.0741 w oos 00.04 TM 1 (1 701e /40• A E 12•en Dec 7•044•1 LEGEND .® •moo.. wr an* As� wr9 en. WC 0 - •s-^•- HOUSE STYLES R - RAMBLER SE/NO - SPUT ENTRY WALKOUT Elevations are NGVD Datum BENCHMARK-. IHH NOrnHIIEST WAD. CC JOSEPH CT. AND AFLD LANE ELEVATION - 814.17 VMS •91 .oar 9•AO.- 9012 tam (se T 02011002E FARM frAMC MOP.. 1 IMT0A1 WM IMMO oL 1 r Mal T i F-- r w MRS 9ETAL IIIILEI �9,,,, 1/ 1110• ""L9r L 1111E g:° IIIII I ....%.4.$1/01.0.....4.4:644 •7 mee-V. . :: i 4••• �.. . ::::•�ii ���i*ii .'.S.'.: IIIII r � 7. 11/L• T-1/2" A : -T/Z• SOCK • ::`1�.� t: •• d9 4r 1. OLT 12103 03651111.121 ISM SMART MMES. POSTS 9121 IF s AT a 111 . Ata MOMx AT EAST r M 4041.. t , UM s. E OLT Fu1*4 00614)0211 211091 9914,7 12x11 POST 192 I.ALm AT 4• a UM. M. COMM AT MAST 3 0901 °E 202 EROSION CONTROL DETAIL BERMED ROCK ENTRANCE ROAD 891219 Lots 6, 7, and 8, Block 1. MAR DON ACRES, And also Lot HAILEY MANOR, Anoka County, Minnesota. RECEIVED Jai 112003 ' j0VY 1_1140 LAKES DRAW or mew .073 Na 374.0°0 DATE: 3/73/03 CHECK 9r POI( 0116 NO: 3740050RAD SHEET: I al I A 8/3/03 d0TTED B20CX 3 Na DATE DESTRi1KW BY �t :-*-1,41111 L.7.5 I jam suRvEyiNG 9 1wt Cua0L7 Rood a a u rrcn�nx u9 Ceaeda MN 55117 Telephoae:(e51)766 -0112 Fez: (051)700 -0612 E -melt surnrmetrolss.eom 314.005GRAD STORM \ \; 0.'S TER MAN GEMS EXIST IM CONDITIONS PLAN `. ll I I I I I t h - _J L J - X90936 X999.94'� ` � 1,............_ X�2 ' \ - - L - .-- ----- %_____ - -° � - 1i5�93 0, /' ` , / 09 X40963`` X909.1b X90947 _ - ______ / _3(90927 X399,19 /' X40371 X7996.7 Xyp°y� X99].404 / / / f 1 :0172 i / I' I 09.3E Xs\ X99' _• X996.62 X'99 r ,(9403 %.% *S. X908.78 ) 1 ♦ 1`------------ ---1 5oevnc X9040 X9o91T \ ' 909' ` x'09.52 X909.34 X99916 X904.95 X900.99// X_9 ' I CT 1314 C UGT V.912.14tr 3C - W 14.4999.09- / INV. -902.29 0 -11 X90730 X907.56 X40715 - 6 - x9C7.9; 9.670 X 15• RCP - 904.•4 0.e AV- 904.91 x �� I I Wr^ I I TRH EIEVJS14.17 v, O 1 1 °sJ4 a L 49 .90 X30 0µ. 00 4f'� _ . •..(�i'. ®07..504.95 y' 11 4p I •(` ` - R 911.]7 I E 1P 31 MSA 91 11 o wv.r9 °.1.17 r '> r 9rv.-9o4.3f ��Sa.AF x.69 I. - _vim- ='tiw.. -1_967.96 -___] `x+06:115 WATER SERVICE (TSR) 906.55 X905.114 X997.5\ PONOW0 AREA 100 l . H19. -9073 ; X901.20 `� O 14X. 114_ -906.6 x90161 x966.69 X90929 .�(9Q8//4 ) 110424 ' -- _/ IT 9lllr )t996184 rl_ \\ / \ X910.33 \ \ / \ / \/ X90910 NORTH GRAPHIC SCALE 6.o a 90 6.e O M• (or 7!KT) 1 laob - 40 07 I hereby certify that this plan, specification. or report was prepoired by me or under my direct supervision and that 1 em a duly Licensed Professional Engineer under the lows of the state of Minnesoto. Poul Krochnert Date Reg No 17050 -1 + N X9.R. -910- x909.02 / --- 10.10 g X90639 R9u9n \ x 90130 . 7\360 X906..17 1s 176000. X906.32 90674 X X90647/ 1 909.66 • 0915.41 X90147 0505. 09.10 10 \X906.00 X %x s 107.0 I XW ----- \ TREE 1 1 1 CE 11?.) 1 )S9t0.42 642.13`' ■ 1 / e. 9.59yi (� / / 0 - ,r47 S. \ `__ I ~ 14149'' -J' 912.40 91o.gx Or6]3 I 2 ■ x900.04 l/ - - r 1 6.` ' 90 11 1•� 1 19, •F-( 1 'X ., 9f %0.m i 1 % / / \ 01236 1 a° I / % 9,\ 0.304 % 046 II / \_ `a `� .I X909.30 -X-90341124.- PROP. r ;1 x LOIS LAN'�- " , pia` Da ;1Wa's4y,`9H ars MM- 911.53 914.90 / P 14� 9600. �9tacs \ `3 090107 / ME EDGE OF TREES 911.1% / / //1).4--I -1 CRETE 1 If EkIST1NC '',..t - 1 / , / O F . ' k1.1193Es c / gqtltlSTNG'' i I ' BIT DRIVE. / /x99607 x,t4 i �.. . \ /// s moral 1 / xeclest / 944E16N1MOOP: 1 1 - x911.12.0 , r , _1.. ,I /' ._ 1 ���LL4� x90917 I ,x91011 1 i i 41 v EDGE OF TREES X909.21 / / ' %910.06 SHEDS / x907_33 I ' / 0 . 4. �i /.59)104:;` 1::507 46::::11 190.7 -�\T /:i : }:•i:; .BIT I VE:ir�e VtVVVtttFFFF )(444.50 .......t 90440 s'.. / 90926� / X104.3! �A2 / 1 8 x907.55 X9047.33 CHAIN UNK FENCE x907.90 ___ x90137 _ - _9 °7 ----- ___4907.30`. of / 'p Xp724/4" II l x946. i -V ___ -___ _ �_�:�_9 -_-2,5-- =\ ---:--„'--„ \ `` ` X90011 X90093 ``'1+1.36 49 �``` i ,/ 1.4" y wertND \\ , 1 ' ,I I , 4 -5' RED PAES ' I / EDGE OF TREES./ I � X911.93 k600.0 / I 4 1 0.L ` -._ 1 \ X909.71 / X orn Ip1,'L �'_ l x910.17 1 1 1 I 1 1 1 091(50 NOTES 0541000 1r1O VAX e 40 • 904 10_•04070 Y ewm UA+IO n wE 0W. 1 . iauwui r�°11 ones i1i10_04.040 wix 1' LOGY, 3907006 ACOxK ammo .41r ® OS .w ,w SY lrw NM le MY. AS 1AAa1 4ialae➢11C 51091 910095. 05 97o 0,5 4 MISS Of GM MG °UMW 0730 06.009 e pw No WAX lGr robs (•K.lxee /oawa w Aaaa0Alm 10/1 VDX7•7104 a 0739109.9. M S® In MAL R 6.1015 I0915a 60-6.09 091X100; lIA9- (192a9/4044 • 11®03. Mum. A 96 weer r2-6-14 MK, 000•SS Aa3 9o0T YAM 31TE 1 a toe /A1795 10 9E 1511641 Sac •KOmam LEGEND WM ME 000 0C,00 s •`�� 00 /OW 02.131_3 X•0.01 MST •0101007•0 0.L MS 1St 0.17640 329644 IIMX e_ 1109/0.0 1NCC e 1AU99e0011 MCA wet 9971 . /00. a 55909 MCA 111•191 6■1 SAGAS:60CW 00041.41•Y - - 91/06.9_ 0799 Elevations are NGVD Datum 9ENDYAPoO- ERA NOR1149011T OUAO. DF JOSEPH CT. ANO ARLO LANE ELEVATION - 914.17 0404491 e1' 165 JDB NO 314.005 DATE 5/6/03 010000 811 PDK 0144 NR 0-3 -•�-P� 344000: 1 aI 1 A 8/7/03 PATTED BLOCK 3 Na OES17Mn0N 87 METRO LAND SURVEYING • k ENGINEHING • _ 1412 Fat County Road 0. Uttle Canada, NN 55117 Telephone: (651)708 -0212 Fan (050768-0612 0 -mail- uur veymetrol,.com EXIST- COMD- PLAN • STORMY TER M ' ' GEM DIAIELOPED CQNDDITMNS PIN A I I I I I I I I I I -,rte J L Li X90691 ` ;(909373 --k90906 X90937 X90316 yo' 3RAXX F ETC..A TNI y�U�T ELEw9,2.34 I& ' I Fla -STN- - ,111 eite-eoe.et 902_29 / X909.44;_ -0a1�- XT.>!3 m0 -�7e9. 2.4 R NV. =90179 E -/ - -� - .� -_ -__ _ ` �� -� -- _-.- �/ .1E{3(12.50 R SEWAGE MP) X90711 RN -907.89 X909-07 \ / 909.27 X90919 X9(9.75 X9067 X90636' X9074.0 � / I , / I I 432 X9099v''� -r • X90619 X906- 76 X909.74 X908.62 1 X9pa.0e X90941 X90414e _ X ' Meese! -- • 79re926■. ..�:. X,aeua >‘84,34 - 7990932 X909.30 - X909.16 1 --Ho-! / T X91098 d X90930 X910730 18' RCP UCE C9 NV- ML.14 5 ® NV- L LATPJE Am I I W I TIM ELI-V\-1914.17 O O L �0V s 495:90 1NC SAN. SH FES - NV- 07.3___ PROPOSED 82.50U1LT - - - -- �- t j(90A55. 1 1 911.0 909.3S9,/ 90.97 910.96Y X909.30 1 NORTH GRAPHIC SCALE C 1 SO M 190 (D PWT) 1 Lack - 40 It I hereby certify that this pion. specification, or report was prepoired by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. Pout Krochncrt Date __Reg No 17050 • H0USF 911.0 - - - - -- 9,10------ -. .909 _.Ep4G 010 - - - - -- _ oa511Ne SAN, 1/4 0.90 RN -91133 'O� 91V._999..: - -- GV MATCH D05TNG PAVEHENT AM MIT CUM 2 PROP. 5411-11H- AN IM "_•009_PROP 9- PVC 85.00 1 e=6 - - - - -- 911 912.0 R 912.0 • ----- 909 909 91 �I R mu 910.56 1 E1f1STING BLOCK t 909 BLOCK ; EDGE 170 9005 91900010 J 1.il ?C 1 j 6 9,Q81 L a 4.9 EDGE 0E TREES 909.51 SELL X3 i ETs 1M1e ' .-r RED PINES /102.31 .. _. _ .... S • 91005 ; m 1 , 1 1 00-- ____ EDGE OF,441.5 GRAM LINK FENCE 11� 11- .910"--- - -- X91-an -- - - - --- _EX4511NG HOSE .,. 911.33 i reez RE-coves) SUN 112003 Gt-rY OF 040 USES NOTES o9NT9c7 NOM. STATE ow NAU• SEW t01e911C96 Cr 200 Wars mi. peg es-ems M Kemp set -nr0 Mom To 6v101 rams OLT loom N uxATO6 9O- OR AS 0.0911 A M pONCOl MmiON/L OLT WOKS ELL R 1001111FD 1003 ter t 09011106 ROOM ROM. 0/0010 21941. 1.009001001 MOO= M w M4 N/R.9 MR TO WOWS 001 Mw 01911001E M STRUT 6 Puom. PROVOS 579* 10•93L. Sr w O /090950 MTN 9 50 o6 (11 n < Ram Rs N 795 ONE M OLT rooms (010310•0 100740 or 007.0.Tm :11 uMiap1mn91.4 a 991,001102 AM 9®M MALL 9eM9OT WOW r41.09111190(M- DIO.e/A9cp. • MOM 09111m 111 OS MOH 22-6-14 ML (01e19/900 9001 9101 lwE 1 (0 1001/0010 19 0 06(09(7 0910 99011610 LEGEND „O. - 0009_ POr 990.0* .® - re10® ram no00* (c eon Tar 0 906 now WC orK. Or -1RT lea • - r.v-10 -044 t -10_0 swear Wm, 19 O M.-9 ▪ - mow co NM al - morn MOM 4k ...ow 0 pd - roweLw O . wwo 6s R-0* parr 099.1.0(0 Ammo. IK 060091100 08-DRC 0.101010110 our Lem 110•00 memo( LDC 0.0•016 90149 nor IIRC Oewvrlolr 9199 - nor A_ Ma OR M0000 MEA Ilasm P.M. nor HOUSE STYLES R - RAMBLER SE/NO - SPLIT ENTRY WALKOUT Elevations are NGVD Datum soicn oss- LNJ4 NORTHWEST 0(40. OF JOSEPH CT. MO ARLO LANE ELEVATION - 914.17 DRAM 077 NOW JOB NO 314.005 DATE 8/8/03 CHE00 B7` PON own N0:0namP 100 SHEET: 1 of A 9/7/093 DIRTIED BLOCK 3 N6 DATE DESCRIPTION BY • �L umnu�mur�[= LAND SURVEYING t txau EERING A 9 400 East County )Toad D lltUo Canada. 104 55(17 Telephon90(951)766 -0112 Fox 050768-0612 E- moth surreyemetr0L. cam 314.005GRAD PRE UTILITY PLAN EX. 15* RCP STORM SEWER 0 0.30X ,aTNH UE EV =912.34 UGE U cJ 4r* -1F' M_907.88 UGE ARL 0 UGE LANE .. UGE FRANX FEELA TNN ELEV- 914.17 904.83 N EXISTING 8" WATERMAIN EXISTING SAN. MH RIM =909.02 INV._902.29 E —Il EXISTING SAN. H n RIM . INV.- - 914904.360 5 UGC 0 • � • 1: s, , EXISTING HOUSE 8 "PVC PLUG AND STUB MATCH EXISTING PAVEMENT AND ` O BIT CURB I EXISTING HOUSE 8" PLUG SAN. INV 903.9 UCC SAN. 904.3 UCG . INV. UCG SAN. INV. UGG SAN. INV. UGC 0 SAN. INV. TER SERVICE ow) AA. 6 ..0 PONDING AREA 100 YR. HNL =905.7 1YR. HWL_904.2 , EMERGENCY OVERFLOW 10 TOP CURB -908.5 N 0 CI- 0 CH 5 0 INV =907.3 PROPOSED .,0000, 4 ---- - - - - -- - - - -- DRAINAGE AND n..,. 3 411 909.4 2 904.7 1 UTIUTY EASEMENT 7 WYE =4 +40 MH 2 INV. 892.12E 8 9 WYE =2 +50 MH 1 % INV. 891.34 S E / INV. 891.34 W INV. 891.24E 10 11 WYE =0 +80 12 o o EXISTING HOUSE / / / / / / / / / / / / / / / / //% +; EXISTING HOUSE / / / .///////////i////%. o CV rD / EXISTING HOUSE / / / / / / / / / / / / / / Fl WYE= 3 +50 / WYE =0 +15 CONNECT TO INV. SANITARY INV. 890.08 / / / /// WYE = 1-+880 195LF -8 "PVC SANITARY SEWER 0 0.40% D 195LF -8 "DIP CL52 WATERMAIN 1 I WYE =1 +90 PROP. HYDRANT 1QLF -6 "DIP CL52 WM 6 GATE VALVE 8 "x6" TEE BLOCK 2 1 PROP. CONC. C&G • MATCH EXISTING PAVEMENT AND CONC. C80 AAA SIGN 8" GATE VALVE 26LF -8 "DIP CL52 WATERMAIN 18" GATE VALVE 18" PLUG 1 A 11 r— \ A 1-- Y L_ L— 1 F- L_ 1 L_ ES Z W (Fij W E ( W Z F< o! tu C'J 2 EXISTING BIT DRIVE � 3 PROP. HYDRANT 1 QLF -6 "DIP CL52 WM 6 GATE VALVE 8 "x6" TEE 290LF-8"PVC SANITARY SEWER 0 0.407. 295LF -8 "DIP CL52 WATERMAIN WYE =1 +80 36LF -8 "PVC SANITARY SEWER 0 0.40% INV. 891.48 A A A 1/\ r 1 \/1 /\ 1 \11 1 1.e II A. 1 WELL I i EXISTING HOUSE EXISTING BIT DRIVE -5 \ CV CONNECT TO EX. WATERMAIN / • • • • LEGAL DESCRIPTION Lots 6, 7, and 8, Block 1, MAR DON Block 2, and Lots 1 and 2, Block 3, Minnesota. K HYD. IEXISTING HOUS EXISTING SAN. MH RIM =911.53 INV. - 899.89 .._y4 C.V EXIST. WM 8 BIT DRIVE NOTES cancer roan. 010E arc c11- 1941 LOW., s u1. 011L0190 vat (sal) 44.-10 1 1(m) >u -109 n od TO NOM *MAU ALT MICE 1 001. 00 nlewr w AS 0x01. rA1 Eu,a 9m ar mimeo •o* 0x00 C9▪ 0109101121 �iwt"0'r'p"�' lwW 9uo_o sum main ax Al AM. AY NU Boss 10 0403 ••91A10/ PALK MAIM 10,9, 0 . *0*0 IIM A 01x1010 Yt MC 11111111 • M NOMA OF ANC aVO•K 9010011 /10 WAR NAT .13093 WILLOW 0Ai1A Or ACCA0AA1071 SOD WM "NALL • WOW c WOW ,a. -10. NAACO. 19.- (aar lama, ns1Em 00 NE ■000 72-0-19 00, (100s3/AaE1 01001 raw TIM 1 • 1104•10 10 S 00990 10 110109E P TWIG1l STREET SECTION LEGEND Iowa won imalme wow ton • so womat • -Pans ems, ._"_. sm. mon Ann ovowwe Ammo • - p . worn 9a ..e e1 s Elevations are NGVD Datum BE71a91ARK— TA/.N N091NMETr QUAD. Cr JOS641 CT. AND ARLO LANE ELEVATION - 914.17 ff‘ NORTH GRAPHIC SCALE s ( DI MET) 1 Such - 90 ft. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly licensed Professional En9lneer under the laws of the .tote of Minnesota. Dated this 97H day of JUNE 2003 By. Engineer. Minnesota License No. 17659 CHAIN UNK FENCE ACRES, And also Lots 1 and 2, HAILEY MANOR, Anoka County, DRANK Olt 6ABW JOB N0: 314.005 DAME: 6/9/0J CHECK BY: POO DOC 00: 314005GRAO SHEET.: 1 or 1 Na DATE ocscRenom BY - 1118®D1SOIIi[SW ILND SURVEYING k II4GINEFRING • 0 7 '412 Rest County Road A Uttle Caosda. Has 55117 Telephone. 1851)766 -0112 For (651)786 -0612 E —mail: surreyemetrols.aom 314.005CRAD RESOURCE INVENTORY PLAN X909.91 \ X99907 X909.27 X90949 • X91037_— X9ta16 X909.92 ---- _909 X9011.73 X90667 X9afalr / X907.40 X90713r90I •• ,X907L TIF to r' 3R. 43VX J'T TL.L LANE UaEse.9 49 .90 uaE OGE J \ X90678 X906.79 X90674 X90652 X9QB-06 X90730 x90912 / \ x90666 \ — — — \ \ / \ — \ X90935 X90636 X90952 X909.34 N- 9091 \ / — / X90916 X90953 \ / / ' i 1. - - -Y -- 9,0___ _ \ - X90928 4•mo8•� \ 1 / 4 L_ � LX909B x9034 - � / / — f 9,m \ \ \ --, 9Y9 / \ , 1 t HOUSE \ E \ • X910.06 I /./ zi / /// /// 91A86 ,l . / ( ,Q, a \ _ 1 / X995,10 X905.30 J / 909.83 6eew169s1e ♦ ♦���iSt1. •• . �i�i! ralo :.•7*. . -CC 90.• • �y r� : ♦O \ > 1 / m' \/ 909.07 TV \ I \\ ``\ —9i I_ / — — �agrz7'�24'w — LOIS LIM' L 1 7/ f 1 ` , 9114E / I ✓ / I / \ 912.48 .ems /r / \ \ 941.33 -I i/ rI 1 r 2, RECEIVED \ 1 1 2003 SUN CITY OF LINO LAK ES INDIVIDUAL TREE INVENTORY AND PRESERVA1104 ID NO. DIA. SPECIES PRESERVED 1084 6' PINE YES 1085 4- PINE TES 1086 6' PINE YES 3138 10' PINE YES 3139 10' PINE TES 3140 10' PINE YES 3141 6' DECIDUOUS YES 1000 DECIDUOUS YES 1001 DECIDUOUS NO 1002 DECIDUOUS NO 1003 DECIDUOUS NO 1004 DECIDUOUS NO 1005 DECIDUOUS NO 1006 DECIDUOUS NO 1007 DECIDUOUS NO 1008 DECIDUOUS YES 1009 DECIDUOUS YES 1010 DECIDUOUS YES 1011 DECIDUOUS YES SOILS MAP NO1G MIL TYPES ARE PRE00N111AN,LY DINERYN. 7m4, WII10Y Nr0 PEM4E4Bl.E SUITABLE FM8 MUCUS& TILL LEGEND .,y* - DIVING 1:01411:044 0 0 9•r on e= MIER le( A Cj - omen ma Elevations are NGVD Datum BENOMAMC• T.N.H NOR71111EST WAD. Or JOSEPH CT. AND ARLO LANE ELF/AWN - 944.17 LEGAL DESCRIP110N Lots 6, 7, and 8, Block 1, MAR DON ACRES, And also Lots 1 and 2, Block 3, HAILEY MANOR, Anoka County, Minnesota. NORTH GRAPHIC SCALE O 10 40 ( IN FFJIY) 1 Loeb - 40 tl I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly licensed land surveyor under the laws of the stote of Minnesato. Doted this 914 day of ,TUNE 2003 By. Engineer, Minnesota License No. 17659 DRAW BY: WO' Jag NO:. 314.005 OATS: 6/9/03 CHECK an PON DM NO 314005CRA0 SHEET: 1 or 1 NO. DATE DESCSOPPON BY • ®9 , 1VtG l ILIA e^111Uii1�� /�� /BLit; LAND SURVEYII4(i & ENGINEERING A • 412 Let Comty Road D, tittle Grade. 881 55117 Telephone: (651)786 -0112 Far (651)760 -0612 E -moll suraeyemetrOis.<am 314.005REV —INV • • AERIAL PHOTO F49v-x MLA RECEIVED JUN 11 2003 CO OF LINO LAKES LEGAL DESCRIPTION Lots 6, 7, and 8, Block 1, MAR DON ACRES, And also Lot 1, Block 3, HAILEY MANOR, Anoka County, Minnesota. NORTH GRAPHIC SCALE « NO WO (D TELT ) lach 40 r. I hereby certify that this survey. pion or report won prepared by me or under my direct supervision ond that I an o duly licensed land surveyor under the lows of the state of Minnesota. Elated this 9TH day of JUNE 2003 By. Engineer, Minnesota License No. 17659 DRAW BY: IOW CHECK BY POK Na DATE .09 NO 314.005 0110 NO 314005GRA0 CESCRIPIION 0A1E 6/9/03 SNEER 1 el 1 BY filt L METRO :Ant l g:niiia LAND SURVEYING r aENCIMERING 2Cotmty d D. Lthe Canada. N 55117 7elephonc 050766-022 9.o 050768-0612 E-2242 ntree79metrols.com 314.005-PHOTO • N ca m • L 0 co a) • Attachment 3 OOOLI - -LL. 00) 22220003 L wwwwu_u_ c aaaaaaaa 11 W 0) a) 2 (0 0 M Attachment 4 N -a c m m �a c ••O O c v) Ummia�QmULi, z 0 ccc22222200m 0 L ccc aQoo >,aCLCLCLCL0-.aaO L. a. 3VI)NN °' d ow I... z co Co 0 M 0 Q. as • cu 0 N d L 0 e w I.f. Attachment 5 0) C O N ON v 0 O �L .0 L L N cva -d d cc. Co O CC •� ea NNJ2Li' N 0) co CO O 0 • Haleys Manor MLCCS • Attachment 6 0.3 0 0.3 0.6 Miles ▪ parcels Floodplain Haleys manor mlccs.shp 11% to 26% impervious cover with coniferous trees 11% to 25% impervious cover with deciduous trees 11% to 25% impervious cover - exposed earth Aspen forest saturated Boxelder - green ash disturbed native forest Buildings with 76-90% impervious cover Cattail marsh - seasonally flooded Long grasses on hydric soils Long grasses on upland soils Long grasses with sparse tree cover on upland soils Non-native dominated long grasses with 4 -10% impervious cover [ I Oak forest dry subtype Palustrine open water Pavement with 91-100% impervious cover Planted mixed coniferous /deciduous trees with 11-25% impervious cover J Saturated non-native dominated graminoid vegetation Saed m Sho grasses easonally flooded rt and mixed trees non - native with domin 1 1 t-25% e impervious ergent vegetation cover ▪ Short grasses and mixed trees with 26 -50% impervious cover ▪ Short grasses and mixed trees with 4 -10% impervious cover Short grasses with 26 -50% impervious cover _] Short grasses with 4.10% impervious cover N S • Agenda Item 5D Environmental Board Meeting Date: June25, 2003 Topic: Fogerty Investments /Site Plan Review Background: This is a new Land Use Application submitted by Fogerty Investments Inc. The site is 40.58 acres. Please see (attachment 1), site location, and Site Photo (attachment2). Site information is included as (attachment 3). Site lighting fixture Intentions are submitted and included as (attachment 4), along with memo from Rydell Design Group to the City in reference to light levels (attachment 5), and Yeadon letter to city concerning light levels (attachment 6). (Attachment 7) is a data sheet submitted by applicant on analysis of parking lot requirements. (Attachment 8) is a noise assessment report submitted by the applicant. The MLCCS inventory is included as (attachment 9). There is unknown use to the North. Delineated wetlands are depicted in (attachment 3). Part of the Southern portion of the site is included in a Zone1 area. Analysis: This is a good opportunity to acquire a buffer /greenway extension along Clearwater Creek. The City owns a greenway area to the East of 35E. I have drawn a hypothetical 200 -foot buffer and extended the buffer to the floodplain edge in figure (attachment 10). There are no significant existing land cover types on this site. Please see (attachment 9). There is a Zone 1 on part of the site (attachment 11). Restoration of some of the native vegetation types has a good chance, particularly if we can restore hydrologic features. Delineated wetlands are significantly impacted by ditching and possibly drain tile. By relocating some of these wetland areas in a surface -water treatment train, we may be able to restore hydrolic requirements to these wetlands. The project Engineer will be at the meeting to discuss lighting, noise, parking, future expansion ideas, etc. The lighting plan does not indicate light levels at adjacent properties. Options: 1. Approve with Staff and Environmental Board recommendations. 2. Recommend denial Recommendation: Redesign surface water features, try to create a treatment train involving wetland restoration. Provide a 200 -foot buffer along Clearwater Creek including up to flood plain boundary. Add more Shade trees into the landscape design. Provide some islands in parking lot areas for trees if possible. Design pervious pavement into overflow parking areas. Provide more detail in the lighting plan to indicate light levels at adjacent property lines. Environmental Board Comments: Attachments: 1. Site Location Map 2. Site Photo 3. Site Information 4. Site Lighting Fixtures 5. Memo Concerning Site Light 6. Memo Concerning Light Levels 7. Data Sheet/Parking Lot Needs 8. Noise Assessment Report 9. MLCCS 10. Proposed Clearwater Creek Buffer 11. Resource Zone Map • »'TTAcv,sleAir 2 r 1 RearSt z Pokiar Lake Dr\Tracie boy m 3r: r— Mtericle .. 4 Meffior ai I� t T Matn St Masadow Ln– �or Canter St6=4 3 o (T -n t a z Z fi --Tan 14ath St z 1 oi=p600m 1800ft O { z -Birch St) 1 r i Holly DrE s0 Dear Pass Trt rLake!Dr ti LINO LAKES SPORTATORIUM VICINITY MAP Attachment 2 ^o39— s' Rs 3 1I I0I 0 N00.38'05 "E PROPOSED DRAMALF, UTILITY AND ROADWAY EASEMENT IAI I� 9YL RIrn - -, > N01'32'35 "E 447.19 1323.82 L \ � 3.'3:: 711 =139 - 447.19 \'. - 940.90 -- -- \-\,t \ s \� i4 \\ ; A N 30 SSNOI� 8.9'06 = VS2IV 2 0 0 in n-1 D N0Y20.55 "E 91 W. UN( or EI /2 5W1 /4 SEC1I0N 24, T. 31. R. 22 PROPOSED DRAINAGE. UTUIY AND ROADWAY EASEMENT 921.31 g ys YS 96 \ 4. V 11. go•g'` 4. S' 9 301'32'35-1r 500'3415'N 691.•7' (To 66' N5P casement C/1.) 940.90 INTERSTATE I 9 WESTERLY R/w ERIC Of INTERSTATE ND 35E lw#4 04 Cescrbp N Boa 1031 Pep. •I■ 1 1-4WM' - -22Nfl- A- /ENT E- EAST -L - - ROAD- -N9 -84-) T 500•3e'O5•w No. 396.55 AR e A r63o�Jf - 9 • nT RECEIVED JUN 0 9 2003 CITY OF LINO LAKES 35E atiliswers azie ddr /rll6 �A 7-��i�7� / /Jti. .�'��!'11.�M� a ill GRAPHIC SCALE (goals r NOTES, L. Developer/ Owner - Fogerty Investments 474 Appolto Drive, Suite 10 Lino Lakes, MN 55014 2. Engineer/ Archltect- Rydell Design Group 9049 Gen r Lane Brooklyn Part, MN 55443 3. Existing Zoning- Light 1rdustriul Minimum lot size = 1.0 Acres Proposed tot size = 40.58 Acres Minimum lot width = Proposed lot width = 955' -0' 4. Setbacks - Front Streets Minimum principal building - Arterial Street= 50' Proposed from I 35E= 50' -0' Proposed from Cedar Street = 348' -0' Proposed from 21st Ave, South = 414' -0' Minimum pa'^king tct = 15 -0' Proposed fron Cedar Street g I35E = 15' -0' Rear Yard. Principal building = Proposed from north boundary = 1.032' -0" Parking lot = 5' -0' Proposed from north boundary = 566' -0' Side Yard, Principal building = 10' -0' Proposed from 21st Ave. South = 414' -0' Parking lot = 5' -0' Proposed from 21st Ave. South = 422' -0' From Residential DIstr ct: Principal building = 75' -O' Proposed from south s' de Cedar Street = 386' Proposed from south side Cedar Street = 386' -0' Parking Lct Information, Typical Stall- - Width = 9' -0" - Length = 18' -0' Proposed stalls = 492 Two -Way aisle widtn (See parking lot design requirements or stall calculations,) Required parking lot island area = 2,076 S.F. Actual parking lot Island area = 3,926 S.F. Waste Storage Area Shalt be located as shown on the bituminous surface and screened using a 6 " -O' high wooden fence. Proposeo Street Accesses, 2 -24' wide oriveways located on Cedar street FILE COPY F?ECE1v 0 JUN 1 2 2003 CITY OF LINO LAKES ® Coo-Icht 2005 ROA Desic Graf, & Demos r.12ydeL Dcslgl r LINO LAKES SPORTATORIUM STWE PLAN 8AIE 6/09/2705 i"" M, 1Ve NrQ►NM4Jq tISIN11 WAY WRAIwMUwiO AV. M PCMC RICRCAlrA@RNIENJMINNA/G'. MOM= ma aim AMEN/ 11617 MU,PW 19.0I1/4#W 113m16K MOM W RIM. I MISCIP.AO.RiDIO RUM. fltWal?QD61RUQA GENEIV821w1131110 14171641 MEW R DANIA.WIR.,MOM Dr* wilt Jut Nis As. icerlfs.firgy vR� .vadu�e+at+>.a* bL.nerb lab ettlimoa Dtc.__,PHPYd W. 21116 Dt961,1 tdN 1,512 5-LO 5Si5 5517 DNS RSU5bN5 DNS • • • U E .,„ 4,0% „r, DCSSINO HOUSE PROPOSED CEDAR STREET ...airlrrrwall. . 11/1111M11111111 =MI ..We. 0211 I1t%%ANM_ 1/ 'lam Zt 'tl 4 + • 03S .• 1 /IMS 3N/1 Z //4 Ai. > %I L� / / / / / / / /,r7 / /1 / /Ii 1 /I / / / % /L4 / / / /I / /Ii'l. •• / % / / / /L� / / / /OI�� / / /r'7se■■•••■■ • L-�� �1♦ �y1! 1! l!. S: 7�i >���.>.�_v..�...�'�i ? ?.3yt�_�r ,i�j p9 GRAPHIC SCALE 1� ' 7 III 1 00 Copq-ight 200 Peslgi Crap, & Penis /. RydeII. Peslcrer / \ ■ yid\ / e LINO LAKES SPORTATORIUM GRADING & UTILITY PLAN DNE 6/03/2005 DRAWN: MS CFSCKSD: B13 FILE C JUN 1 2 2003 CITY OF LINO LAKES N yRFARATIM Q ARSKAN. 0Y111 AMNOMMOIe1MRIP AVM 146011S. OHMNB CNNO(OV05114 K.WN11MNISIX CONOACCOR 10 MTV All 0N04W6NV COVI 5*DN ▪ 5roNS65e oe%%W 06F 002345.004:IPIS un FKRCA6W5 MR 1010111.0115 CR swam.NVCRRNN fR tYN5M0 MAIM 0' mu MAN Maeda, okay IN COMO "MOM M OR061mY114 NRAYIQXQOM1)131I MOM C NSeliOf DO8I6LOOOL PCMIL 1h e hereby }R th certify uolmi. vxa ereRat wav l by me Q order my died ropnieo6 and that l w e lily Reaetad Ln6new mar Ow levee of the Shia ofNarmada. Dole. Replant= No 21016 17S5UN M1 3[R • RiV5IGt5 DArt 5rf5 55LDV ILDING S: TBACK LIME O t 0 2 BILL 19.5 ARD PARKIN OT SETBAC LI DELINEATED WETLAND (TYPICAL) 772) POND OVERFLOW ELEVATION 913.00 = 920.00 BOTTOM POND 908.00 b. 1b`... %iii , EMI III Ind WU Olt SIMI MIEs a EMI ■ III r IA NM ■K AM EN Nu W Lv F— (f) Q 0 v 0 cn 0 0 0 EXI: HOL • SITE 40.58 ACR AnallillIngwaramAc PROP W P. 8 SAN. SE TTOM POND 8.00 N m DRAIN TO PROPOSED INLET CONSTRUCTED FOR 21ST AVE. IMPROVEMENTS i •APHIC SC c� Cr o .. o � co cD N . • En pn * o 4677:77. as � M ,o z °— BUILDING SETBACK LINiJiT' ,4:// 44 0 NEM :: !% / ,I a. / /."91,� _ it — I'` cn CoRric4t 2003 Rycall Design Croup, & I7enms E, Rydeli, Design ,S6'Llll M„ S0, DOS 205.00 ITY OF LINO LAKE LINO LAKES SPORTATORIUM GRADING & UTILITY PLAN PKB: PRAM 6/09/2003 N RRMAfal Of DORA, NM AffAHlY600N WINIO AVM 11691.25.0tMNRCIANOf GLRMf IGNOOINNI ZZ CONWACWE OyRPf AL OIINSCNSRDan71126/tDR 01R60tt fOt we, M%Ot'OIi.C[NCIPISfeD SPICNOSZNS Att NN6WM6 A WM,//D M90IFBNN M WWII POMMYA RIDtt50tkNOCIP.IID/RNXV 6t CCM, 1,93=10 OE 015TAII D POtAWRAIZNIMCIBK WHIN WNW Of PI N61.10140tfQ8. ENGIN 1 hereby certify Nn Nit phn,apeointim, argot wN prepared by me a under my dmds5gereum and tall am a duly RegNad Egawcunda the laws tithe Bede of limeade Dete. Regesamba No 2101d DESIGN NLIM3Bk 5-1,1 FIXTURE DIMENSIONS Vertical 2.25 in. ;57mn it V a1 iable 0.525111. ;16nrm1 Poi 203 In. :5301ntnl L 26.0 in s634munI Horizontal Variable M 20.9in.;53010mi L- 25.0in.;535inm1 14 2.251n. ;57110111 M 13.3 in. 33'rlmnl L _ 14.41n. ;356nIn1 wl -. 25.0 in. 1' i G.6 in. :1451110 M 15.4 ht. ;391111118 L 17.0 in. 33211108 rv1 9.0 In. ;229mml '684m111 L - 10.2 In. L - 30.2 in. ; 17 mml ;707mlIl M• 15.4 ill ;39411111 L - 18.1 M. ;459m111' ;155n1m 1 LIGHTING PLAN SCALE 1" .=30c()" • THE NUMBERS LISTED ON PARKING LOT LAYOUT REPRESENT FOOT CANDLE LEVELS IN THE PARKING LOT 0 0' 0 0 0 0 ti L FILE g RECEIVED JUN 1 2 2003 CITY OF LINO LAKES LINO LAKES SPORTATORIUM LIGHTING PLAN DAZE; 6/ 10/ 2005 SE(55�JCD DATE REVISl�5 17111E wreEr�enrouormsax r.EV�rutE�vrwk5osuwvEro nvoD PESnus. DESSPac w>rnawM+rEE /rn►arxuvN . pE51QJN1MiK: 5._1 cif crED; W0.ESAIE /EL DES5N5 mYWt5 M0 MODE 9 EZFlGDONS IRE w5191"EN150F 5DMO , MD As 5D21 REMPI DE E%RI151VE PEOPERIY OP R100.L DE1QJ GEO11P. MOIRE Nx1O DE WM. &E IOZW E D5IDIVIEO DOE MNDE/EONNiM711f DE MRIffEN COWED OP DEEM E. DWELL, MAIM. FILE g RECEIVED JUN 1 2 2003 CITY OF LINO LAKES ID ILL I ARD \ -t? -- \ ZRODi \ C \ . \ � \ \\ P� • NOTES: Z/s 10' BITUMINOUS DRIVEWAY WOODCHIP TO REUSED ON LANDSCAPE ISLANDS UNLESS OTBERRWNE NOTED ANDTO HE USED UNDER ALL OVERHANGS AROUND BLDO. SOD AND SEED AREAS: LIZ • NOD. 45,O03163 FT. H'. 125•0 0Q. FE. *1s 80D-Z 6' CON SIDEWALK SYMBOL DESCRIPTION KEY BOTANICAL NAME COMMON NAME 817E QTY. ROOT NISTPANON Of SCE/PE, EEHTGOAT ENASDEENEW W NOP M6EMF5, PESOGR OMENGLINFE WNW WWENROR, nESi 51 w ,2 : vaAVOi MI eTORY TREE AM ACME PLITANO'IDS AMUR MAPLE 3' 6 BB • PROPOSED FLOWERING TREE RC ROYALTY R0 r f BB o PROPOSED SCHEIN WE LWONYM06 ALATCG WINGED EUONYMUS r 106 POT PROPOSED CONIFEROUS TREE EIE PICBA OLAUCA DENSATA ELACKRD2$ SPRUCE 3' MT. a EB LANDSCAPE SCHEDULE WROUGHT IRON PENCE WROUGHT IRON POSE AR SEAL ONCRFTE COMPACTED ELL GRADE FROST LEG i \\ I \ .I EDGE OF \ \‘\ I1 1 BUDDDFO °RADE WROUGHT IRON FENCE SECTION PLANTER SECTION STONE COLUMN/WOOD FENCE SECTION (SCREENING FROM CEDAR) I RECEIVED JUN 0 9 2003 CITY OF LINO LAKES • LINO LAKES SPORTATORIUM LANDSCAPINGPLAN VA IL 6/9/05 SET5 I59JE9 PM1 REVOOS PAtE NISTPANON Of SCE/PE, EEHTGOAT ENASDEENEW W NOP M6EMF5, PESOGR OMENGLINFE WNW WWENROR, nESi 51 w ,2 : vaAVOi CONRKWRW NWT ILL PAEI &DNSMOCOIANWEWDC "'ooi' 'O' SAW Ng PEWS ONCE115 Ao YE NI WEN NESOFNRVCF.AV165110KIN6 CHUMP. fir EFCI13 CONEY GE rem 3 33 GPM. *V fit EOM DE EOM /WIMP OR1171RUIEPFOR MywKONNgSBE RWDEN COW ITOF DEN& E. DR[ A.PESPAR I RECEIVED JUN 0 9 2003 CITY OF LINO LAKES • SINH1 0NI1 40 Ali0 • O0Z6ONflr cialliaoau • • 71y KEY REA e� • a dWg MAIM iM rar 1 yrr s'. :af�iirw1iii�v ISO' RADIUS DOME 90' HEIGHT AT CENTER OFDO FLOOR PLAN SCALE 1R32" -I'O 36c ;pW =— SUMMARY OF AREAS AREA TYPE USE AREA (SQ. FT.) DOME ATHLETIC 100,000 RESTARAUNT 4,400 FRO SHOP RETAIL 4,000 LOCKERS/VENDING 2400 ENTRY 700 RECEIVED JUN 0 9 2003 CITY OF LINO LAKES • DESIGIEI7fg2 FOCeRIY' IW 5TMN15 I A' LAKES /j� �ryI'�,, LINO LAKES 5POPTAIVIZ.lM DArt: 6/9/05 SE151Y�IED DAiE aEVl50Pl� DAZE Nns ntanwan$Snw. 'wrung Der RAPPED! TIME ro MOO 1651105, OMER [Ma MONO KNNHINVHRIDLR DESICNNUKRI2: I'R�UM DRAM JDE - R coeORCroEMRSIA1MADEWO6,[DRI [DRIFTS //V RFSR0160u FOR SAR, ARS DR51ib,COKdPaMD aK RREAO.flRM at= ig MU DESWAi.RIV NV A110 or rK0RICMPN NI &o R'DECCaNVEII P,MDRrrnro R COMP MWO rAI .R MHnFKI COKE W OR :Vat. R. RKTf u. a RECEIVED JUN 0 9 2003 CITY OF LINO LAKES • FRONT ELEVATION SCALE 1n6" -1'.O • FiL RECEIVED JUN 0 9 2003 CITY OF LINO LAKES • LINO LAKES SPORTATORIUM I DAtE 6/9/03 5�t3I�liD PAS REV51015 DA1E Nroxaavxamsnrxtvauwrw�soetxMO[m Rav R6rRES, asa6Rtk+RxauwES nua6 xW wE�R MICA 1,124132• /� 11I vxnwrl"a=�Efsfxx usv IOW YERI'RC 0.1El6Vi6 k0 COPV016 kODf Hata IXCWAN Of COPED. MEW OR REANxEOfORRRRkONWRNMAE WrnRNCOM(OfSEN6F.M t,LVSINZ FiL RECEIVED JUN 0 9 2003 CITY OF LINO LAKES • • • CRITER/ONTM AREA LIGHTING Featuring SnapDriveTM r-- APPLICATIONS *Walkways, driveways, tennis courts, malls, shopping centers *Commercial and industrial complexes, residential areas and parkway lighting SPECIFICATION FEATURES • ©1598 Listad Suitable For Wet Locations • UL listed to Canadian National Standards and Codes *Scaled family styling for a consistent site- enhancing look — day and night - Die -cast aluminum housing for strength, beauty and low maintenance • Concealed continuous gasket seals against harmful dust dirt moisture and insects (IP65 rating) •Tool -less entry for easy, economical maintenance -Activated charcoal breath-way for clean ventilation and long term maintained foot candle levels • Predrilled integral mounting surfaces for quick installation of accessories ORDERING NUMBER LOGIC cxxx PROOUC1 IIIENT' XXIO( _ CHMX = Medirn Horizontal Lamp CVMX = Medium Vertical Lamp CHLX = Large Horizontal Lam CVLX = Large Vertical Lamp CHMC = Medium Horizontal Lamp for Canada CVMC = Medium Vertical Lamp for Canada CHLC = Large Horizontal Lamp for Canada CVLC = Large Vertical Lamp for Canada 4O M ..`!t. WATTAGE LIGHT. SUURCE :XX 26 =250 (M) 40 =400 (M) 01 =1000 (L) Note: M = Medium L =Large 0 = HPS M. MH P = pulse start MH Lamp included o = 120/208/2401 277* MUIIIVOLT 1 =120 2 =208 3 =240 4 =277 5 =480 P=347, 12(1x277 D =347 P =120X2r yairr* * Factory set to 277V ** Factory set to 347V A GALLAST TYPE Low- profile hinges and latches for a clean look • Choice of a palette of standard colors, 1 :: RAL colors, or your own custom color in fade- and abrasion - resistant powder and liquid paints • Reflector section, optimized for typical applications — facilitates and maximizes design flexibility • Reflector is computer optimized for MH lamps to maximize efficiency • Optical insert redirects nadir focused light into a projected beam for enhanced uniformity • Rugged hydro - formed reflector for consistent repeatable performance • ALGLAS® coating seals reflectors from contaminants for superior long term performance • Square Type V distribution minimizes adjacent luminaire overlap and improves uniformity • Field - rotatable reflector allows design flexibility and fine tuning without housing reorientation • 250wto 1000w MH, PMH and HPS lamp operations (Consult ballast selection table for availability.) • Designed for compact lamps minimizing EPA and pole costs. • Optional switched quartz • Optional single & dual fusing • Optional full size twist lock PE receptacle • Optional Bi -level switching • Matched line of poles for the utmost simplified ordering • Optional digital diagnostic tester available for long -term maintenance See Ballast Selection Table A =Autoreg D = BiLevel III 400W 1=NoPE 2 = With PE Receptacle A = Flat Glass` Asymmetric, Narrow B = Flat Glass* Asymmetric, Wide C = Hat Glass* Forward Throw D = Flat Glass* Symmetric, Square E = Sag Glass** Asymmetric, Narrow F = Sag Glass** Asymmetric, Wide G = Sag Glass** Forward Throw 11 = Sag Glass** Symmetric, Square • Flat glass available only on horizantil luminaires **Sag glass available only on vertical luminaires Standard Colors DKBZ = Dark Bronze BLCK = Black WHTE= White Special Colors Insert four digit color code from RAL Color Chart A = 4 in. Mounting Ann* B = 8 in. Mounting Mn** C = 12 in. Mounting Ann o = 4 in. Curved Mounting Ann for Round Pole* E = Bin. Curved Mounting Ann for Round Pole** F = 12 in. Curved Mounting Ann for Round Pole R = No Mounting Arm *Available only with CHMX and CHLX **Cannot be used when mounting CVLX at00° _ A L: Ligh4� ... . Arrester, Grounded Type B = Tune Delay Autantatically Switched Quartz F = Fusing* J = Line Surge Protector, Expulsion Type Q = Non-lime Delay Switched Quartz T = Terminal Boanl XXX = Special Options *Fusing not available with multivott PHOT M i[ Horizontal Luminaire Size 11 `. I LECT!ON Wattage Light Source AB .f Flat Glass Asymmetric (Narrow) Flat Glass Asymmetric (Wide) Flat Glass (Forward Throw) Flat Glass Symmetric (Square) Medium 250 HPS 451862 451863 451864 451865 (CHMX, CHMC) 400 HPS 451728 451731 451734 451737 250 MH 451870 451871 451872 451873 400 MH 451727 451730 451733 451736 250 PMH 451866 451867 451868 451869 400 PMH 451729 451732 451735 451738, • Large (CHLX, CHLC) 1000 MH 451739 451741 451743 451745 Vertical Sag Glass Sag Glass Sag Glass Sag Glass Luminaire Light Asymmetric Asymmetric (Forward Symmetric Size Wattage Source (Narrow) (Wide) Throw) (Square) Medium 250 HPS 451874 451875 451876 451877 (CVMX, CVMC) 400 HPS 451708 451711 451714 451717 250 MH 451882 451883 451884 451885 400 MH 451707 451710 451713 451716 250 PMH 451878 451879 451880 451881 400 PMH 451709 451712 451715 451718 Large (CVLX, CVLC) 1000 MH 451719 451721 451723 451725 GE Lighting Systems, Inc. www.gelightingsystems.com REFERENCES See Page A -16 for start of Accessories. See Page A -22 for Explanation of Options and Other Terms Used. See Pole and Bracket Section Page P -2 for pole selection. RECEIVED JUN 0 9 2003 CITY OF LINO LAKES p Registered Trademark of Underwriters Laboratories ® Registered Trademark of General Electric Company ' Trademark of General Electric Company Data subject to change without notice SUGGESTED CONFIGURATION • FIXTURE DIMENSIONS Vertical Variable CRITERIONTM AREA LIGHTING ►� ra— 2.25 in. (57mm) f (16mm) 0.625 in. M= 20.9 in, (530mm) L= 25.0 in (635mm) • • M = 20.9 in. (530mm) L= 25.0 in. (635mm) M= 13.3 in. (337mm L= 14.4 in. (365mm Horizontal Variable Approximate Net Weight Medium Vertical Medium Horizontal Large Vertical Large Horizontal Effective Projected Area Medium Vertical Medium Horizontal Large Vertical Large Horizontal Typical Mounting Height Medium - Large 45-70 Ibs 34 -451bs 60 -70Ibs 60-70 Ibs 2.3 sq ft max 1.5sgftmax 3.0sgftmax 2.4sgft max 20-40 It 30-50 ft 2032 kgs 16 -21 kgs 27-32 kgs 2732 kgs .220 sq M max 142sgMmax .2B2sgMmax .222 sq M max 6-12 M 9-15 M 2.25 in. (57mm) 6.5 in. (165mm) v M= 15.4 in. (391mm) L= 17.0 in. (432mm) M = 15.6 in. (396mm) L= 18.1 in. (459mm) LLAST SELECTION TABLE M = 23.0 in, (584mm) L= 30.2 in. (767mm) DRILLING TEMPLATE Refer to Page A -7 for drilling template dimensions. M = 9.0 in. (229mm) L= 10.2 in. (257mm) z 6.5 in. (165mm) All HID light sources are clear unless otherwise indicated. Housing Type Wattage Source Lamp Size Multivolt 120 208 240 277 480 347 120 x 277 x 347 CHMX 250, 400 HPS ED28 A A,D A,D A,D A,D A,D N/A N/A 250, 400 MH ED28 A A AA AA N/A N/A 250, 400 PMH ED28 A A AA AA N/A N/A CHOC 1000 MH BT37 A A AA AA N/A N/A CVMX 250, 400 HPS ED28 A A,D A,D A,D A,D A,D N/A N/A 250, 400 MH ED28 A A,D A,D A,0 A,D A,D N/A N/A 250, 400 PMH ED28 A A AA AA N/A N/A CVLX 1000 MH BT37 A A,D A,D A,D A,D A,D N/A N/A 1000 PMH BT37 A A AA AA N/A N/A CHMC Canada 250, 400 HPS ED28 N/A A,D N/A N/A A,D N/A A,D A 250, 400 MH ED28 N/A A N/A N/A A N/A A A 250, 400 PMH ED28 N/A A N/A N/A A N/A A A CHLC Canada 1000 MH BT37 N/A A N/A N/A A N/A A A CVMC Canada 250,400 HPS ED28 N/A A,D N/A N/A A,D N/A A,D N/A 250,400 MH ED28 N/A A.D N/A N/A A,D N/A A,D A 250, 400 PMH ED28 N/A A N/A N/A A N/A A A CVLC Canada 1000 MH BT37 N/A A,D N/A N/A A,D N/A A,D A 1000 PMH BT37 N/A A N/A N/A A N/A A A NOTE: N/A = Not Available Registered Trademark of Underwrirars Laboratories e Registered Trademark of General Electric Company TM Trademark of General Electric Company Data subject to change without notice GE Lighting Systems, Inc. www.gelightingsystems.com HORIZONTAL ACCESS ROAD LIGHTING 400 watt CHMX 40 P 0 A 1 A DKBZ A C CHMX 40 P 0 A 1 B DKBZ A C 1000 watt N/A PARKING PERIMETER LIGHTING 900 watt CHMX 40 P 0 A 1 C DKDZ A C 1000 watt CHLX 01 M 0 A 1 C DKBZ A C PARKING LOTLIGHTING 400 watt CHMX 40 P 0 A 1 D DKBZ A C 1000 watt CHLX 01 M 0 A 1 D DKBZ A C VERTICAL ACCESS ROAD LIGHTING 400 watt CVMX 40 P 0 A 1 E DKBZ B C CVMX 40 P 0 A 1 F DKBZ B C 1000 watt N/A PARKING PERIMETER LIGHTING 400 watt CVMX 40 P 0 A 1 0 DKBZ R C 1000 watt CVLX 01 M 0 A 1 0 DKBZ B C PARKING LOT LIGHTING 400 watt CVMX 40 P 0 A 1 H DKBZ B C 1000 watt CVLX 01 M 0 A 1 H DKBZ B C POLES AND BRACKETS STEEL ROUND TAPER • • Mounting 2T and 4T STEEL ROUND TAPERED AREA LIGHTING POLES 20 TO 60 FEET (6 TO 18 METERS) SUGGESTED LUMINAIRE APPLICATIONS PSFA PF1S, PFIT PF1K SPECIFICATION FEATURES - Round tapered steel shaft •Prime painted or galvanized finish •Shaft lengths from 20 to 60 feet - Single or multiple luminaire mounting •Two top tenon sizes •Top or side mounted brackets available DMS VLUF P54S DSMF, DSMT, DSA ORDERING NUMBER LOGIC (See Polo Selection Table for actual Ordering Numbers) R_ T _ S 20 A 6.5 11 PP SHAFTrirENSi!N3 FINISH`, BOTTOM GAUGE ARg SHAFT 0U ON Mbw, rsx 2T =2.3/8 -et. 0D top tenon 65 = 63 3 = 3 (See illustration above) 7.0 = 7.0 7 = 7 4T =4-in. OD (See illustration 11 = 11 stration above) 8.5 = 8.5 DB =Drill holes far mounting two 9.0 = 9.0 Decashielde luminaires at 90°' 93 = 93 DO= Drill baluster Iwo Decashield at 180°• 10.0 = 10.0 OD= Drill balmier 11.0 = 11.0 SO= Drill boles for single Decashield• 12.0 = 12.0 TB =Drill bolas for three Decashield tutee, TD =Drill holes for three Decashield at 120" NOTE *Order mend pole mounting adapter separately. NOTE These mountings can be used with any of the poles listed; substitute the cmrect mounting designation for XX in ordering number listed in Selection Table. PRODUCT [DENT ,POLE SHAFT PULE NOMINAL MOUNTING ILUMINAIRE. CROSS I SHAPE MATERIAL MOUNTING USAGEI SECTION HEIGHT 1[1.'1 G. critic A =Area 8 = Bound T = Tapered S = Sbeb 20 = 20 25 = 25 30 = 30 35 = 35 39 = 39 45 = 45* 50 = 50* 60 = 60* NOTE: *She%over 40aetmay be two-piece with overlapping Obit (upper portion 11 sage; lower portion gauge as noted.) NOTE Drilling templates are the same for Decashield °, Dimension*. and Decesphere" luminaires. RECEIVED JUN 0 9 2003 CITY OF LINO LAKES GV =Galvanized PP =Prime Painted (Standard) NOTE If galvanized finish is regahad, substitute GVfor PP in ordering number listed in Pole Selection Table. B1 =One 18-in. side mounted bracket - B2 =Two 18-in. side mounted brackets at 180° B4 =Four 18-in. side mounted brackets at 90° E =Electrical Festoon Box NOTE If any of these options is required, add appropriate designationlslte ordering number listed in Pole Selection Table. -1,-141%'0111 GE Lighting Systems, Inc. www.geiightingsystems:com 9* Trademark of General Electric Company ® Registered Trademark of General Electric Company Data subject to change without notice STEEL ROUND TAPERED AREA LIGHTING POLES 20 TO 60 FEET (6 TO 18 METERS) POLE SELECTI ON TABLE Shipped with pole: anchor bolts, anchor bolt covers, handhole cover, hardware, and anchor bolt circle template. Shaft cap included with poles drilled for Decashield® luminaire mounting. Nominal Mounting Height lft) Max Recommended Total Load Ordering Number Shaft Dimensions Pole Base Data Item Number EPA Issgft) 80 MPHI Weight (Ibs) EPA 90 MPHI Weight (Ibs) (sgf0 100 MPHI Weight (Ibs} Bottom ODX Top ODX Length X Thiclmess (in.X in. Xft- in.Xgauge) Approximate Weight (Ibs) 20 19.3 482 15.1 397 12.2 305 ARTS2O)005,911XX 5.9X3.1X20.0X11 135 6 20 24.2 605 19.3 482 15.6 390 20)0(6.511X0( 6.5X3.7X20.0X11 191 9 25 12.5 312 9.9 247 8.0 200 290(5.911XX 5.9X2.4X25.0X11 152 6 25 30 20.3 11.7 507 292 16.2 8.3 405 232 13.1 7.5 327 189 290(7.011XX 30)0(6.611)0X 1.0X3.5X25.0X11 6.6X2.4X30.0X11 229 190 14 9 30 35 21.3 11.2 552 280 16.9 8.9 422 222 13.7 7.1 342 171 300(8.011XX 3510(7.311U 8.0X3.8X30.0X11 7.3(2.4X35.0X11 291 235 15 4 35 39 18.9 10.7 472 267 15.1 8.4 377 212 12.2 6.8 305 170 3510(8,511XX 3910(7.811U 8.5X3.6X35.0X11 1.8X2.4X39.0X11 336 271 18 15 39 18.1 452 14.5 362 11.7 292 3910(9.011)01 9.0X3.6X39.0X11 367 19 45 18.0 450 14.4 360 11.7 292 490(10.01IXX 10.0X3.7X45.0X11 492 20 45 21.0 525 17.0 425 14.0 350 490(10.07)0( 10.0X3.9X45.0X7 720 12 50 13.2 330 10.6 265 8.6 215 5100(10.0110( 10.0X3.0X50.0X11 511 20 50 16.3 407 13.3 322 10.9 292 50)0(10.07)0( 10.0X3.2X50.OX7 752 12 60 20.5 515 16.7 417 13.8 345 60XX12.07)01 12.0X3.8X60.0(0(7 1119 16 60 340 850 27.5 687 22.5 562 60XX12.53)0( 12.5X4.5X60.0X3 1488 17 REFERENCES See Pole Accessories for Bracket Ordering Information See Area Accessories for Round Pole Mounting Adapter See Page P -20 for Option Information See Page P -21 for Pole Base Data See Page P -2 for Pole Selection Guidelines ® Registered Trademark of General Electric Company Data subject to change without notice GE Lighting Systems, Inc. wgwwgelightingsystems.com RECEIVED JUN 0 9 2003 CITY OF LINO LAKES 91411119111/311V 03113dVil ONf10UI 1331S S13H CRITERION/'" WALLPACK LIGHTING Featuring SnapDriven" APPLICATIONS • Building perimeters, entrances, walkways and residential yards • Loading docks and many other wall mounted areas Forward SPECIFICATION FEATURES Throw • ®1598 Listed Suitable For Wet Locations • UL listed to Canadian National Standards and Codes • Die -cast aluminum housing for strength, beauty and low maintenance • Scaled family styling for a consistent site- enhancing look — day and night • Concealed continuous gasket seals against harmful dust dirt, moisture and insects (IP65 rating) •Tool -less entry for easy, economical maintenance (except DM) •Tamper - resistant option helps prevent unauthorized entry for ORDERING NUMBER LOGIC security and safety (standard on DM) CRITERION WA • Cut -off CCMX PRODUCT' ID ENT CCDX =Cut -off with Direct Mount Electricals (Vertical Lamp) CCSX = Cut -of Small with SnnpDrise (Vertical Lamp) CCMX=Cut.uff FAadium with SnepDriw (Vertical Lamp) CTDX = Fokwaml Throw with Direct Mount Electricals (Horizontal Lamp) CTSX = Forward Throw Small with SapDrise (Horizontal lamp) CTMX = Forward Throw Median with SapDrae (Horizontal Lamp) CCDC= Cut -off with Direct Mount Electricals (Yerlical Lamp) for Canada CCSC= Cat -off Small with SapDriro (Vertical Lap) for Canada CCMC= Cut -off Median with SapDrfa (Vertical Lamp) for Canada CTDC= Forward Throw with Direct Mount Electricals (Horizontal Lamp) for Canada CTSC= Forward Throw Small with SapDrivee (Horizontal Lamp) for Canada CTMC= Forward Throw Medium with SapDrive MHorizontil Lamp) for Canada 4Q M WATTAGE LIGHT SDUFCE xX 05 50 (DM 07.70 MI 10 100 is 15.150 Mitt) IS 17.175 (S =250 (M 40.400 (M) Not° 5 =Small M =Medium DM. Direct Maant • Pre- punched key hole mounting-slots, for fast and frugal installation • Sliding notched hinge for quick and simple removal of the front housing (except DM) •70w features economical direct mounting ballasts • Choice of a palette of standard colors, 188 RAL colors, or your own custom color in fade- and abrasion - resistant powder and liquid paints • Cut -Off version to maintain dark sky standards and please neighbors • Forward Throw version includes field adjustable reflector for precise placement of light • Reflector is computer optimized for MH lamps to maximize efficiency S =HPS M. MH P = Pulse Start MH Inacluuded unless otherwise requested. VOLTAGE 0 = 120(208/24W 277• MULTNOLT 1 =720 2-208 3 =240 4 -277 5 =400 D =347 P =1207:237X347" • Factory set to •• Factory set to WHTE BALLAST PE DISTRIBUTION COLOR TYPE CONTROL Sea Ballast Salactio° Table • A =Autareg H =HPF -LAG r Reactor N =NPF LAG r Reactor 1=NoPE 3 =Button PE• • Not available fn maRivolt XX . A = Forward ((CCTXXonly) B = Cut-off (CCXXonly) • Rugged hydro formed reflector for consistent repeatable performance • ALGLAS° coating seals reflectors from contaminants for superior long term performance • 35w to 400w MH, PMH and HPS lamp operation (Consult ballast selection table in product brochure for availability.) • Optional EZAdd Switched quartz (M) • Optional single & dual fusing • Optional button PE (must drill hole) • Optional pre - drilled and plugged 1/Y conduit entrances left side, right side, and top of small and medium sized wallpacks • Optional digital diagnostic tester available for long-term maintenance ORIENTATION OPTIONS Standard Colors DKBZ = Dark Bronze BLCK = Black WHTE= White Special Colors Insert four digit color trade from RILL Color Chart X U = Aimed up D = Aimed down B = Time Delay Automatically Switched Quark* F = Fusing'• 003 = Pre -drill • & plug conduit entrances (S & M saes only) 004 = hamper - resistant XXX = Special Options • Switched Quartz available in • Medium only •• Fusing rat available with meltivolt PHOTOMETRIC SELECTION TABLE, Type Wattage Somme Forward Throw Photo Carom Cutoff Photo Cave Direct Moat - Bacfri ClDC CoCCM mponents CTGX.CTDC 35 50 70 50 70 HPS HPS HPS PMH PMH 451665 451666 451667 451669 451670 451772 451773 451774 451776 451777 Small wISnapDrive CCSX.CCSC CTSX.CTSC 100 150 100 150 175 175 HPS HPS PMH PMH PMH MH 451671 451672 451673 451674 NIA 451675 451778 451779 451780 451781 451782 451789 Medium w!SnapDrive •M CCNIC MAX, T CFFAMC 250 400 250 400 250 400 HPS HPS PMH PMH MH MH 451676 451677 NIA 451678 451679 451784 451785 451786 451787 451788 451789 SUGGESTED CONFIGURATION ENTRANCEIEDT LIGHTING 70 watt CCDX 07 1' 0 N CTDX 07 P 0 N 175 watt CCSX 17 P 0 A LOADING DOCK AND SECURITY LIGHTING 70 watt CCDX 07 P CTOX 07 P 175 watt CCSX 17 P CTSX 17 M 400 watt CCMX 40 P CTMX 40 P 1 B DKBZ D 1 A DKBZ .D 1 B DKBZ O N 1 B DKBZ N 1 A DKBZ A 1 B DKBZ A 1 A DKBZ A 1 B DKBZ A 1 A DKBZ PARKING LOT LIGHTING 175 watt CTSX 17 M 0 A 1 A DKBZ K 400 watt CTMX 40 P 0 A 1 A DKBZ K GE Lighting Systems, Inc. wwwgelightingsystems.com Patent Pending Reglwred Trademark of Undsrwraua Laboratories ® Registered 7rodamuk of General Ebctric Company IN Trademark of amoral Eleatic Company Data subject to chugs wMBartac6ce 9.4 in. (239mm) CRITERION' WALLPACK LIGHTING FIXTURE DIMENSIONS DM Forward Throw 9.4 in. (239mm) 1 1 . 4 (337mm) (203mm) DM Cut -Off • • 13.3 in. 1338mm) 7.2 in. (183mm) Small Forward Throw 11.2in. (283mm) 11.2 in. t (283mm) j 16.3 in. (414mm) Small Cut -Off _Approximate Forward Throw • DM Cut-Off Smell ward Threw Small Cut -Off Medium Forward Throw Medium Cut-Off Typical DM Forward Height DM Cat-Off Small Forward Throw Small Cat -off Medium Forward Throw .MediamCat -Off _ 12 -14 lbs 12 -1416s 17 -19 His 17 -191hs 28 -301hs 28.30 lbs 5-15 ft 5-15ft 8.20 ft B-20ft 10-30ft 1030 ft 59 kgs 5.6 kgs 8-9 kgs 8.9 kgs 13-14 kgs 13-14 kgs 15-45 M 1545 M 2.44.1 M 2.44.1 M 3.0-9.1 M 3.0-9.1 M 16.3 in. (414mm) 011 6.4 in. ' (164mm) 11 "y'FI 1 V 7.9 in. +1° (201mm) 6.4 in. 1164mm) 7.9 in. (201mm) Medium Forward Throw BALLAST SELECTION TABLE All HID light sources are clear unless otherwise indicated. 22.4 in. (589mm) Housing Type Wattage Source Lamp Size Malfivolt 120 206 240 277 480 347 120 x 277 x 347 CCU. C T D X 50 70 50 70 HPS HPS PMH PMH B17 B17 BD17 BD17 H N,H N/A N,H H N,H N,H N,14 H N,H N/A N,H H N,H N/A N,H H N,H N/A N,H H N,H N/A N,H N/A N/A N/A N/A N/A N/A N/A N/A CCSX, CTSX 100, 150 HPS B17 H H H H H N/A N/A N/A 100, 150 PMH BD17 H H H H H N/A N/A N/A 175 MH 8017 A A A A A A N/A N/A 175 PMH BD17 A A A A A N/A N/A N/A CCMX, CTMX 250, 400 HPS ED28 A A A A A A N/A N/A 250, 400 MH ED28 A A A A A A N/A N/A 250, 400 PMH E026 A A A A A A N/A N/A CCDC, CTDC 50 HPS B17 H H N/A N/A H N/A N/A WA Canada 70 HPS 017 A,N,H N,H N/A N/A A,N,H N/A A H 50 PMH BD17 N/A N,H N/A N/A N/A N/A N/A N/A 70 PMH BD17 N,H N,H N/A N/A N,H N/A N,H N/A CCSC, CTSC 100, 150 HPS B17 N/A H N/A N/A H N/A H H Canada 100, 150 PMH BD17 N/A H N/A N/A A N/A H H 175 MH 8017 N/A A N/A N/A A N/A A A 175 PMH BD17 N/A A N/A N/A A N/A A A . . CCMC, CTMC 250, 400 HPS ED28 N/A A N/A N/A A N/A A A Canada 250, 400 MH ED28 N/A A N/A N/A A N/A A A 250, 400 PMH ED28 N/A A N/A N/A A N/A A A NOTE N/A- Not Available Palen Pending Registered Trademark of Underanitsra Laboratories Registered Trademark of General Electric Company TM Trademark of General Electric Conpamy Dale subject to Mange wlthoetnaoee 70 C c) RECEIVED JUN 0 9 2003 CITY OF LINO LAKES ► 10.8 in. (273mm) Medium Cut -Off (5691mo) 3.88 in. (99mm) /, i4 i► 10.6 in. (273mm) REFERENCES See Page A -79 for start of Accessories. See Page A -83 for Explanation of Options and Other Terms Used. See Pole and Bracket Section Page P -2 for pole selection. GE Lighting Systems, Inc. wwwgelightingsystems.com 4Eeepsge, e Dap. � 4 Rydell Design Group 9049 Glen Edin Lane, Brooklyn Park, MN 55443 —Phone (763) 425 -6512 — Fax (763) 425 -6614 — brianbours@msn.com To: Mary Alice Divine, City of Lino Lakes Economic Development Assistant From Brian J. Bourassa, P.E. . Date: June 12, 2003 Re: Lino Lakes Sportatorium At the Council Work Session I heard a few comments related to the light levels in the area around the dome. In an effort to address these concerns, I have completed some research regarding this issue. Basically, the dome structure is translucent and will have surface brightness but will not emit light. The best example of what the dome lighting will really be like that was provided to me by the lighting professional is as follows: At night, if you are standing in your back yard and the lights are on inside the house, light will be emitted from the window and will provide light around the yard. However, if the shades are pulled down on the window, you can tell that the lights are on inside the house (surface brightness) but light will not be emitted around the yard area (translucent). Although I was not able to obtain any lighting studies for the exact dome when it was erected in St. Paul, I did locate a lighting study regarding a similar structure in Colorado (see attached study). If you have any additional questions or comments related to the dome lighting, I would be happy to have the dome lighting professional come to the meeting with the Environmental Board. Please contact me at 651- 338 -7373 if you need additional information related to this or any other Sportatorium issue. RECEIVED 31.11\1 13 2003 GIV OF 1010 LAKES March 8, 2000 Crested Butte Country Club Mr. Rick Divine P.O. Box 879 Crested Butte, CO 81224 Dear Mr. Devine: YEADON® Fabric Domes Inc. 2845 North Hamline Ave., Suite 100 St. Paul, MN 55113 Toll Free: 800 -4- YEADON Telephone: 651 - 633 -7400 Fax: 651 - 633 -2019 RECEIVED JUN 1 3 2003 CITY OF LINO LAKES Thank you for your call concerning information about the light levels within a dome and the light level immediately adjacent to the dome. As per our discussion, Yeadon recently had the light levels outside of 3 different domes tested. In all 3 cases, the light level inside the dome was measured and the light level outside the dome at varying distances was measured. The light levels inside the 3 domes varied from 40fc (foot candles) to 65fc. The light levels taken outside were done with the meter pointing directly at the dome. This accurately measures any light that may escape from the dome. The results were as follows: Dome 1 was 40fc. inside. Outside within 5' of the dome the light level was just less than ' /Zfc. At 10' the light level dropped to about' /afc. Dome 2 was 45fc. inside and the results were the same as dome 1 Dome 3 was 65fc. inside. The light level outside at 5' from the dome was 'A& and just over 'Mc. at 10'. Your dome will be approximately 50 to 65fc. inside so you will closely match Dome 3. To get an example of how low this light level outside the dome is, you should know that reflective moonlight is about 'Afc. Parking lot and street lights are between 5 and 15fc. A cloudy foggy day is about 900fc. A sunny day is in the thousands. To summarize, the dome will keep nearly 100% of the light inside and not allow any to spill out on the surrounding areas. An example I like to use is if your neighbor's house has the lights on inside and the shades open, light spills out of the window and lights up the immediate area outside. If the neighbor pulls the shade down, you can still see the lights are on in the house but it is not lighting up the area outside the window any more. In Canada Kerr Industrial Park, R.R. #3 Guelph. Ontario, Canada NIH 6H9 Telephone: 519 -821 -9301 Fax: 519 -821 -9010 The neighboring homes will not have any light from the dome spilling onto their property. There is virtually no light escaping the dome and anything farther than 10' away will have no more effect than the moon does. I hope this will answer your neighbors concerns. If you have any further questions please let me know. Thank you, Steve Flan an President Yeadon Fabric Domes, Inc. Lino Lakes Sportatorium Parking Lot Requirements From Zoning Ordinance — Section 3, Subdivision 5 Angle of Parking = 90' Stall Width= 9' Stall Length = 18' Aisle Width Two Way = 24' Spaces Required: fl"77- gate rat Indoor Sports Arena = 20 Spaces + (1 Space / Each 200 SF over 2000 SF) Retail Sales = (8 Spaces + 1 Space) / 200 SF + 1 Space / 500 SF Storage Restaurants = 10 Spaces / 1000 SF Dining + 1 Space / Employee Indoor Sports Arena: Area @ 180' Radius = 101,785 SF 101,785 — 2000 = 99,785 SF 99785 / 200 = 499 Spaces 499 + 20 = 519 Spaces Landscaping Islands Required: - 100 SF / 25 Stalls 519 Stalls / 25 Stalls = 20.76 20.76 * 100 SF = 2,076 SF Landscaping Islands RECEIVED JUN 0 9 2003 CITY OF LINO LAKES 6/4/2003 MAY 24 '96 14:42 FROM 'AVID BRASLAU ASSOC PAGE.002 1771(4 1ev% 8 ACADEMY OF THE HOLY ANGELS Richfield, Minnesota 11ftp NOISE ASSESSMENT of the Proposed Athletic Facility and Inflatable Air Structure Prepared for the City of Richfield by David Braslau Associates, Inc. 3 May 1996 . R 92.O JAN 0 art OF 100 `AO. MAY 24 '96 14:43 FROM r JID BRASLAU ASSOC PAGE-003 1.0 INTRODUCTION This Noise Assessment of the proposed Academy of the Holy Angels athletic facility and inflatable air structure was requested by the City of Richfield to identify potential noise impacts on the adjacent residential area to the west. A presentation was made by Dr. David Braslau to the mediation group meeting on Tuesday evening, 16 April 1996, in the Richfield Community Center. The primary issues and potential for impact discussed at that time are surnrnarized in Section 2.0 of this assessment. Durin g that meeting, several outstanding questions were raised by the neighborhood regarding noise issues that had not yet been addressed. Responses to those questions are contained in Section 3.0 of this report. Academy of the Holy Angels - Noise Assessment RECEIVED JUN 0 9 2.003 CITY OF LINO LAKES Pagel. • MAY 24 '98 14:43 FROM DAVID BRASLAU ASSOC 2.0 NOISE ISSUES PAGE.004 The noise issues discussed at the mediation meeting on 16 April 1996 are summarized below. A copy of the overheads used during that presentation is included here as APPENDIX A. _sZ O•e - • -. •• •le.t• • a.• • • • • •. ••• -. �►Y • • • . •' The primary source of noise at these homes is traffic on 66th Street and the Crosstown. Even though the Crosstown is a half -mile from the area, it is elevated and carries a rather high traffic volume. The observed weekday daytime background level was 50 dBA. Saturday background was observed to be 42 dBA which is representative of levels that might be expected during the evening hours. This is several dBA lower than the 45 dBA background level estimated at the mediation meeting. The fan(s) that are used to keep the dome inflated will be enclosed or shielded by the bleachers on the east side of the athletic field. Although no sound level was provided for this fan, it was described as a low flow/high pressure fan which generally emits less sound than a nigh flow/low pressure fan. With an est4mated level of 65 dBA at 3 feet, the level is estimated to be less than 40 dBA at the residential area which is at or below the estimated ambient level. • Noise level at hmnP om the hea g fan The heater and fan to maintain temperature in the bubble will also be shielded by the bleachers. While a sound level of 65 dBA was reported for this source prior to the meeting, a level of 75 dBA was observed at the Augsburg bubble. With careful shielding delis equipment, the sound level could be reduced to 40 dBA, or below at the residential area to the west. Some cycling of this equipment (and hence associated sound) will occur depends RE upon temperature ,311N o 9 2.O on Of 1-1 %0 LASES Academy of the Holy Angels - Noise Assessment Page Z • .MAY 24 '96 14:44 FROM nAUID BRASLAU ASSOC PAGE.005 • Noise level t homes from_, oeltors facing west (without bubble) Based upon previous studies of crowd noise, the noise level from spectators is estimated at a maximum of 72 dBA. This will last only a short time since maximum shouting effort can only be supported for a short duration. Moreover, this level of noise occurs only periodically during sporting events. Crowd noise occurs more suddenly than aircraft but lasts a shorter time. A typical level of an overflying jet aircraft was observed at 72 dBA in the area, but that level lasted for 20 to 40 seconds. • Noise level at homes from lightpole- mounted speakers directed towards the east With speakers mounted on light poles on the west side of the playing field, but pointed towards the east to cover the bleachers, the estimated level at the homes is 60 dBA without any additional shielding of the speakers. This assumes directional .speakers that focus the energy towards the east and do not spill or waste sound energy behind the speakers.. With structural shielding of the speaker, a level of 45 dBA is expected at the residential • . neighborhood. Since speech carries information content and is different from background noise, it may be intelligible although careful speaker design should be able to minimize its intrusiveness. • Eloise reflections from the bubble towards homes Trucks or trains traveling between the homes and bubble generate noise that could also be reflected from a structure on the Holy Angels property. Because of its construction, the fabric bubble will reflect primarily higher frequencies that decay faster in the atmosphere. Also, because the bubble is curved (see copy of overhead in APPENDIX A) , reflected sound is likely to be reflected upwards and over the adjacent neighborhood. A permanent structure with vertical walls could generate reflected noise and hence possibly increase noise levels from intervening traffic. This also suggests, however, that any low frequency noise. generated within the bubble is likely to be Less attenuated by the bubble fabric. Academy of the Holy Angels - Noise Assessment I RECEIVED JUN 0 9 2003 CITY OF LINO LAKES Page 3 MAY 24 '96 14:45 FROM DRUID BRASLAU ASSOC PAGE.006 • Noise levels from activities within bubble The bubble material is more transparent to sound than normal construction. Therefore, sound from activities within the bubble should be minimized. No amplified sound should be used within the bubble. Normal sounds will be slightly enhanced within bubble (+ 3 to 5 dB) because it is an enclosed space. Based upon the weight of the bubble material, an attenuation of 10 to 15 dB at typical speech frequencies can be expected. Therefore, sounds from within the bubble should be somewhat lower than from the same location but without the bubble. .• s The north/south orientation of the athletic field is preferred over the east/west orientation since: Bleachers may provide less shielding of fan noise when oriented east/west Pole- mounted speakers cannot be as well-shielded from homes Some trees will have to be removed RECEIVED JUN .092003 CITY OF LINO LAKES Academy of the Holy Angeb - Noise Assessment Page 4 MAY.24 '96 14:45 FROM nAUID BRASLAU ASSOC • 3.0 RESPONSES TO QUESTIONS FROM MEETING ON 16 APRIL 1996 41114111 111.- IS • • 1 • Ness- PAGE.007 Readings were taken at several locations in and around the dome. Some general findings are presented below. • The only sound that was detectable at the emergency doors was air leaking around the door itself, callcing a sound level of 64 dBA. This would drop to about 35 dBA at the nearest residence andwould probably not be audible. • The loudest noise observed was from a vent on the adjacent building which provided heat and pressure. At 3 feet this measured 75 dBA. Even if this were =shielded, it wauid drop to about 35 dBA at the nearest residence. When shielded by the bleachers it would be even lower. • One unexpected sound that was observed could be a problem if not contained. Only two students were kicking a soccer ball towards a goal inside the dome; when they missed, the impact of the ball on the dome was somewhat akin to a weak drum and has the potential for being somewhat disturbing. The impact level measured 62 dBA at 15 feet and could be as high as 50 dBA at the nearest residence. Since as many as 20 students might be shooting goals at any one time, it is critical that a net be hung inside. the dome where a ball could impact the dome wall at a relatively high velocity. This is evidently common at some othcr locations. • The readings are summarized in the table below. r Location/sound source Air outlet inside dome (@3 ft) 'Center of dome Emergency door (inside dome)(@ 3 ft) Emergency door (outside dome)(@ 3 ft) Ball impact against dome (@15 feet) Typical. Sound Level (dBA) - 68 "Heater" vent (@3 ft) 59 63 0.1111■• 62 64 75 RECEIVED •JUN 09 2003 CITY OF LINO LAKES Academy of the Holy Angela - Noise Assessment Page 5 MAY 24 '96 14:46 FROM DRUID BRASLAU ASSOC PAGE.968 While an exact prediction of sound level from activities within the dome is difficult, the following comments can be made: • No bleachers will be erected in the dome • Therefore any crowd noise would be lower than might be expected in Slimmer with open Y bleachers enerated within the dome may be slightly higher than outdoors because of • While any sound g would be the enclosure, sound outside of the dome will likely be somewhat lower than it outdoors because of the transmission loss of the dome material • No plans for loudspeakers are anticipated within the dome • There fort sound levels are likely to be lower with the dome than without the dome • As noted above, netting should be used to prevent the impact of balls on the dome itself eskers from Richfield ITigh since they could hear loud'sp 'the residents expressed concern that, els facility. Richfield High School, this would be a greater problem with the new Holy Ang approximately 2,400 feet south of Holy Angels. The location of speakers and School is located app that those School has not been determined. However, asses -��€ -�•� -. level used at Richfield High e 100 feet from the intended spectators and set to provide 85 dBA at a typical ' neighborhood. speakers axe Angels nelg tor, a sound level as high as 57 dBA might be perceived in the Holy Ang spew this sound would be clearly audible. If those With a background sound level of 40 to 45 dBA, speilcers were placed only 50 feet from the audience, the level would fall to 51 dBA. If the �d speakers were properly directed at the spectators, the level could fall to 31 dBA or lower may not be audible at that distance. careful of treatment of loud speakers discussed above, it can be seen that adjacent Based upon the type to control the level at the ad) Angels will be necessary to the residences. By design of sound system at Holy Ang approximately 350 feet from residential neighborhood. The audience will be • RECEIVED Academy of the Holy Angels - Noise Assessment CITY OF LINO LAKES rage 6 MAY 24 '96 14:46 FRr'"M DRUID BRASLAU ASSOC PAGE.009 placing the speakers no further than 50 feet from the bleachers and directing the sound at the spectator area only, the level at the nearest residences could probably be reduced with careful design to 40 dBA or less. Therefore, while the Richfield High School athletic area sound system may be audible, this is not directly relevant since careful design can greatly reduce sound levels off-site from public address systems. Whether the level can be reduced low enough to prevent intelligibility of the signal is uncertain, however, since speech may be understood even at very low levels. This will have to be determined during the design phase. holyang.rep 96030 RECEIVED • JUN 0 9 2003 CITY OF LINO LAKES Academy of the Holy Angels - Noise Assessment Page 7 MAY 24 '96 14:49 FROM -DRUID BRASLAU ASSOC -) as a) 0) O 2 E 0 to 0. O t 0 cn •O C a) E a) as E W Daytime = 50 dBA Evening = 45 -50 dBA a) 0 .zi Q. a) O a) •0) C j N0) a2 . c A CU -n C ▪ te a) o 't3 N :.� -o o a) • 0 a) cn a) cn a) N as Z Estimated Tess 40 dBA E a) C 0 0. 0) c a a) +� -0 CrJ 3 50 . a) o - a) r. ▪ V c - tts CO Q3 0 .fl = Ttl in 1, • 0 •.. a 0) c ) a) • C .i3 E 0) •o L 2- y CJ) m 0) • a) ca •O O ▪ O w w t>S •C as ..c •0 .0 • y c c U Q) _ E E N I.L. W to �O z • PAGE.013 • • • • • RECEIVED JUN 0.9 2003 CITY OF LINO LAKES 'MAY 24 '96 14:50 FROM ' UID BRASLAU ASSOC PAGE.614 SCALE 1/40 " - 1' -0" _ t3 RECEIVED JUN 0 92003 CITY OF LINO LAKES . MAY 24 '96 14:50 FROM DRUID BRASLAU ASSOC . Estimated at 72 dBA for several seconds Crowd noise occurs more suddenly than aircraft but lasts a shorter time Passing jet is 72 for 20 to 40 seconds Estimated at 60 dBA without shielding Estimated at 45 dBA with shielding PAGE.915 RECEIVED JUN 0 9 Z003 CITY OF LINO LAKES MAY 24 '96 14:51 • FF '1 DRUID BRASLAU ASSOC PAGE.017 CD a O O tri Co Al n N N "a N 0 CD i✓ 0. CD 0� X ..a 0 0. The bubble materials is two layers • • z z Z o ? CO N. y, 0 CO N. LT 0 -1 a- CD '+ -a CT 7r C@ --" Cp < 3 CD CD C1) Th -D 3 N > O� * C n. O -i. CD Cr = p El CL 3 = CD Off -. p- CD N n CD CA < 3 < c g -, rn x O a. 3- • a CD cu CD 03 co ..< 7 ?) CD = Cp • to la) • a' • a" n o 0 cn O a 7-ra) a. CT CD • 0 O CD a 1 c 0 a. to N N 'a CD 0 cr o • O O C n * a 0- CD cn SD cr 3• a 0 N CD Fj. 0 SD N -I- 0 3 CD a' c-4) 3 • a ao v, cn = a 0 C1 co to Ca) — a. CD .- 0 r .a I RECEIVED JUN 0 9 2003 CITY OF LINO LAKES ** TOTAL PAGE.O17 ** MAY 24 '96 14:53 FROM DRUID BRASLAU ASSOC PAGE.002 0£096 iSflBueAloy • • • 0 1 :II "0 CO M O CD Sp 14: cr) 4 = 0 ....... c c7) o m- = O 6 3 .....«. 1. < 0.. 0 0 0 4.< to CL • 5. cr ro a CD CD . g.: m cn ail , ‘.., II) u3 CD < = (n CI) CD D cn 9.1 a. o 7 Ft) Cr CD • . 0 CD O 5 0 0 co = * 0 O fp 0. -r. 'sir to (I7 = MS Fo • Zr CD ▪ (D ET) Q. Cr ••••••• ....1 . 0 3 = 0 = o 3 o a) P- i) o a cr. 0 o c Cl) P. RECEIVED i JUN '0 9 2003 CITY OF LINO LAKES • Attachment 9 Sportatori um /M LCCS /Buffers i C�7 -n c 0 3 0 1 0 CD y to c c w cn NO QQ 'A • T V 13 a 13 ♦/ CA mmm� > o V/ 0 0 C y n n Q. Q. m -1 -' o C �� N co c -o -n T 01 }uewq a ; ;d tn 0 ZO � o .n 5-1 -13 (i) A CO ‘,1 =If CD CD CD 73. • • • O • • fr, o • ,` o co l i }uaLui3e14d Sportatorium Landscape • • tri ;uaLUq3e ;; • Memo To: Lino Lakes Environmental Board Members From: Marty Asleson Date: June 25, 2003 Re: Pre - Meeting Spot We have not done this for a while, but I thought it might be interesting to look a new discovery. I recently found a new poor fen that seems to be in good shape. The fen is located on the North and West side of Clearwater Creek 3rd Addition. • I will be at the trail entrance, about 4 houses East of Otter Lake road on Tart Lake Road, 5:30 PM on the 25th for anyone that would like to see this fen. • • Page 1 • 0 1-'5 0 0 • CD LL L... 0 0 .0- ►AY, 3, L ST. PAUL PIONEER PRESS L L B SECTION Y s N. s to :k, Ian t ?r, a Y le ids a- 52 s NORTH SUBURBAN EDITION • WWW.TWINCITIES.COM RAMSEY COUNTY Challenge to gun ban is promised Opponents criticize proposal before County Board BY TIM NELSON Pioneer Press Gun - rights advocates told Ramsey County commissioners on Tuesday to expect a legal challenge to their proposal ban- ning guns from county parks, offices and other facilities. "This body has no legal authority to enact the proposed ordinance," St. Paul attorney David Feinwachs told the com- missioners. "It's doomed to lose, and as a taxpayer, I object to this political stunt." Feinwachs and five other gun - rights proponents spoke at a pub- lic hearing during the County Board's regular Tuesday meeting. Three others, including for- mer St. Paul City Council Mem- ber Bobbi Megard, spoke in sup- port of the measure, which would make carrying a firearm on any county property a misdemeanor. "County and city officials and employees deserve the same pro- tection as legislators," she told the board, noting that guns are highly restricted by law at the Capitol Opponents cited other laws that prevent local units of gov- ernment from enacting gun regu- lations of their own. Hamlin University law pro- fessor Joe Olson spoke on behalf of Concealed Carry Reform Now, one of the driving forces behind Minnesota's new Personal Pro- tection Act. "If you send employ- ees out to arrest people on a statute that you know is void, there is going to be liability for everyone concerned," he said. Olson also indicated there might be a further challenge to gun restrictions, such as an order by Chief District Judge J. Thomas Mott, who last month banned firearms from the courthouse and four other county buildings. GUN -BAN CHALLENGE, 3B s d e, the g ests this season Size: Largest No American heron, up to 4 feet tali, 7 -foot wingspa Physical features: Long' necks, legs and bills. Blue -gray . upper parts, white crown, of head, dark streak over eyes. Diet: Mostly fish. Nests: 20 to 60 feet up in trees. How to spot them in flight: Their necks are folded in an "5" shape, not extended like cranes. Source: Cornell Laboratory of Ornithology Peltieir Island; encouraging around. For the past three years, re- searchers have been trying to figure out why the herons would return and start nest- ing but then leave around Memorial Day weekend, five months earlier than they should and long before their chicks could survive on their own. "They weren't staying around long enough to raise their young. We found dead chicks in nests," said Steve Kittelson, nongame wildlife specialist with the state Department of Natural Resources. Soon the island's heron population, once the second - largest in the metro area, had been cut roughly in half and dropped to fifth or sixth ANOKA co. n Peltier Island PIONEER PRESS HERONS STAYING HOME, 3B PHOTOS BY JOE "ODEN, PIONEER PRESS A pair of great blue herons roost on their nest on Peltier Island on Lake Peltier near Lino Lakes. HIGHER EDUCATION MnSCU begins hashing, slashing Budget plan freezes jobs and wages, raises tuition BY KRISTINA TORRES Pioneer Press Wilson Bradshaw, president of Metropolitan State University, began consulting with students in January. He could see what was coming. "I don't want a 15 percent (tuition) increase," Bradshaw said Tuesday, having forwarded a recom- mendation for just that to leaders of the Minnesota State Colleges and Universities system. He already expects to cut or freeze 19 faculty and staff positions, increase mini- mum class sizes from 15 to 18 stu- dents and not rebuild reserves — spent down to about 2 percent — for the next two years. "If we could do it with less, we would have," he said. Welcome to the trickle -down effect of the state spending signifi- cantly less on higher education. A MnSCU committee of its Board of Trustees on Tuesday for the first time received budget proposals for next school year from its 33 institu- tions. Committee members made lit- tle comment, though a few asked questions as central administrators gave them background on the sys- tem's expectations and budget process. Final approval is expected next month. "This is simply the opening salvo," committee Chairman Andrew Boss explained, noting two upcoming public budget hearings. Discussion will heat up next month. Last year two of six committee mem- bers voted against a budget that MNSCU HASHING, SLASHING, 3B MET AREA • 411/ (VEER PT—,Ss • WWW.TWINCITIES.COM METRO /REGION • LOCAL NEWS WEDNESDAY„ JUNE 18, 2003 C 3B WASHINGTON, D.C. Desident Bush greets nesota's hockey 'stars' Nn on second trip to White House I WEBB • Press IN, D.C. — The r was proudly hite House on so many Min - champs that had to distin- Lem. llegiate hockey University of pack for its sec- White House r winning the t this time, the mtified the University of Cities." see these men l during a cere- �t Room of the 'hey also know key really well. hey'd be back hockey champs, of Minnesota - ts third straight d White House beat Harvard fmals. ig laugh when vID Chancellor that the team in Duluth for d won three "It sounds like to me, Dr. Mar- tin, you'd better give her a raise," Bush said. When the audience started to laugh, he added, "It's a state issue, of course," which brought more laughter. The Gopher men's team defeated New Hampshire 5 -1 in April to capture its second con- secutive title. Some members of the team were also at the White House last year, and were excit- ed to be back. "Usually, it's once in a life- time," said senior captain Grant Potulny. "We were fortunate enough to do it twice." Potulny presented Bush with a ceremonial Gopher jersey, fea- turing BUSH 03 on the back. The president and Potulny chatted briefly and posed for photos, while the rest of the champi- onship squad stood behind them. In his remarks, Bush both congratulated and challenged the players. "My call to the champs is to be a champ off the playing — when you're not playing, as well. You've got a chance to make a difference in someone's life. There's always some little kid draped over the, draped over the ice, looking at the star Minnesota players, wondering what it's like to be a star" He continued, "And a star is somebody who sets a good exam- ple. A star is somebody who says, I've got some God -given talents, and I want to help somebody else utilize his or her talents...:" Most of the Minnesota con- gressional delegation was on hand to cheer the two Minnesota squads and hear a quartet of mil- itary musicians give an uncon- ventional rendition of "The Min- nesota Rouser," performed on a piano, guitar, bass and drums. U.S. Sen. Norm Coleman, R- Minn., showed up sporting the maroon- and -gold Gopher neck- tie that New Hampshire Sen. Judd Gregg had to wear, after their bet on the title game. U.S. Sen. Mark Dayton, D- Minn., is an old Yale University classmate of Bush, and during the ceremony, the president recalled Dayton's varsity days as a goalie for the Yale squad. "Senator Dayton was a heck of a goalie in his day, but I don't know if he could stop these guys or not," Bush said as Dayton smiled and shook his head no. Afterward, both teams head- ed to Capitol Hill for a reception, before flying back to Minnesota in the evening. Said U.S. Rep. Martin Sabo, D- Minn., "It simply proves that Minnesota is the state of hockey." Tom Webb can be reached at twebb@kr.vashington.com or (202) 383 -6049. VIRGINIA, MINN. It with blowgun dart proves hard to capture inn. — A duck on Silver Lake t in its head stop it from eating, izing or paddling away from res- n't know who shot the duck with 'art. The bird has been unable to from its left cheek behind its bill, en seen scratching at the dart )f Natural Resources workers cess Monday to capture the mal- sswoman at the DNR office near ve and seems to know we're out e said. The wound caused by the 1, and the duck is swimming and umane Society has received sev- he duck, said executive director 11 officers also have been check- t to pull it out," she said of the .o catch the duck first. They go en able to get near the duck yet, day. MARK SAUER, ASSOCIATED PRESS A male mallard with a metal blowgun dart lodged in its cheek has so far thwarted attempts to capture him in order to give him medical care. The duck, which apparently is nesting around Silver Lake in Virginia, Minn., appears to be in reasonably good health despite the dart "It's an impossible task. You can just try your best," said Peliska. — Associated Press METRO /REGIONAL BRIEFING 1, COLO. ;a boy's in creek as Tuesday 'y of a 6 -year- y who slipped his family in di and fell into the base of a unty sheriff's y Skinner said body of Evan t Lakes, Minn., Saturday, but f swift- moving The boy's parents, Connie and Boyd Johnson, and their other two children — Olivia, 9, and Nathan, 5 — had returned home during the weekend, Skin- ner said. They were notified shortly after the find. — Associated Press MANKATO, MINN. Separate accidents kill swimmer, boater Authorities on Tuesday r d the name of a 20 -year- o to man who drowned in a popular swimming pond. ictnnhPr Tlnana Clnarimr 51, struggling in the water next to the boat. His body was found about a half -mile downstream. Divers worked for four days using sonar, ropes and heavy weights to battle strong cur- rents. — Associated Press MAPLE GROVE Ex -bank employee charged with theft A Maple Grove woman is accused of stealing $101,000 from the bank where she worked. P,rahm P Crhn t7 d5 nnra an Gun -ban challenge (continued) "The order in Ramsey County attempts to control real estate, rather than (court) pro- ceedings, and we think that's too broad," Olson said. But commissioners, who approved of the measure by a wide margin on a procedural vote last month, remained steadfast in support of the pro- posed ordinance after the hear- ing. It will make Ramsey County the sole political subdivision in the state to formally criminal- ize the possession of legal firearms. Hennepin County enacted a similar measure June 10, although that is only a resolution and doesn't carry direct criminal penalties. Ramsey County Commis- sioner Jan Wiessner of New Brighton conceded that state FROM PAGE 1B law restricted what she and her colleagues could do but said that she felt state law still left them room to take action. "There's a conflict there," Wiessner said, "but we have a responsibility to make our facilities safe." . The county will take final action on the proposed ordi- nance at the board's meeting next Tuesday. Tim Nelson can be reached at tnelson @pioneerpress.com or (651) 292 -1159. Joe Soucheray (continued) much of the Irish in her skin. It looks all right to me. Besides, she rarely goes outdoors, and when she does, she carries about five tubes of SPF 40, so I don't think she has anything to worry about. Your young parent is espe- cially the model of precaution. I've seen toddlers, for purposes of being moved from the car to the house, dressed in what appear to be French Foreign Legion hats and wraparound sunglasses. In the event such a child is put outside, they are slathered in the correct SPF and they are put on a clock. Normally, I would think this is ridiculous because I am a pro- fessional curmudgeon, but these young parents are on the right track. These kids won't grow up to have hunks of their face zapped and carved out and examined or whatever the dermatologist is doing to the likes of me. I have also come around on bicycle helmets. I must be get- ting soft. I cling to the belief that a kid doesn't need to wear a helmet while playing bad- minton, but if a kid wants to wear a helmet on his bike, the kid is probably playing it smart. Let's face it, kids are being better taken care of these days. I don't know if they are having more fun, but they sure are warned away from the dangers of the sun. Children protected from the sun are so much the norm that it makes the news when a child gets sunburned. Last summer, a woman in Ohio was charged with child neglect, or abuse or whatever, because her kids were terribly sun- burned after a day spent at a county fair. I'm telling you, that is a big sea change in American life, when you start seeing news stories about sun- burned kids. "Child sunburned! Film at 10." My mother could still be in jail Joe Soucheray can be reached at jsoucheray@pioneerpress.com. Herons staying home (continued) largest. That was hard to take for Lino Lakes, where the gray- ish -blue birds have always been part of daily sightseeing and even show up on the city's emblem. But this year there are signs the birds are feeling more at home and spending more time nurturing their young. About two- thirds of the nests have healthy chicks in them, naturalists say, com- pared with less than half the past few years. "We're pretty happy this year that things are going back to normal," said Marty Asle- son, the city's natural resources specialist. The DNR's Steve Kittelson said the public should still be cautious not to disturb the blue herons, so they will remain on the island as long as they need to. Researchers do not know exactly which of their efforts to restore the population have been successful, but they have focused on reducing human disturbances. Last year, Lino Lakes imple- mented a no -wake zone that restricts water skiing and boat- ing on the north end of Lake Peltier near Peltier Island. The ordinance was implemented after the birds had left the island, so this year is when the effect of the ordinance can be observed. Two years ago, the DNR also asked local airplane pilots to stop doing practice landings at a nearby base. There have also been more efforts to place "no trespass- ing" signs on the island. Kittelson said the public should still be cautious not to disturb the birds, so they will remain on the island as long as they need to. Although the blue herons have stayed longer than they have in the past few years, it is still to be deter- mined whether they will remain until fall. "We're still holding our breath a little bit," Kittelson said. Nancy Ngo covers southern Anoka County. She can be reached at (651) 228 -2149 or nngo@pioneerpress.com. MnSCU hashing, slashing (continued) included a 10 percent tuition hike. The system's $1.5 billion proposed budget does not refle possible increase in sal d benefits negotiat- ed by workers represented by nnllanthra haraaininv aman_ pus," said Laura King, vice chancellor for finance, noting that state money to the sys- tem's schools has been on a decline for nearly the past decade. The cash - strapped state will give MnSCU $191.5 million less over the next two years, a 14.8 percent decrease. In comparative terms, sys- tem officials said they could make up that cut with either a 26 percent tuition increase or by slicing 1,860 positions off employee rolls. Realistically, tuition will go up on average about 13 percent to 15 percent and ahnnt 4M nneitinne v,i11 ha IF YOU GO The Board of Trustees of the Minnesota State Colleges and Universities will hold two public hearings on proposed tuition and fees: • 1 to 4 p.m. Monday at Minneapolis Community and Technical College, 1501 Hennepin Ave. ■ 1 t4p..9at Central La liege in Brainerd.