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HomeMy WebLinkAbout01/29/2003 Env Bd PacketCity of Lino Lakes Environmental Board Meeting January 29, 2003 6:30 p.m. AGENDA 1. CALL TO ORDER 2. APPROVAL OF MINUTES: December 4, 2002 and January 15, 2003 3. APPROVAL OF AGENDA 4. OPEN MIKE 5. ACTION ITEMS A. Living Waters Lutheran Church /Site Plan Review /CUP B. Bruggeman Properties, LLC /Rezone /Preliminary Plat/Site Plan Review /CUP /PUD 6. DISCUSSION ITEMS A. Grundhofer Guest Speaker 7. DEPARTMENT REPORTS A. Forestry B. Solid Waste Recycling 8. ADJOURN Agenda Item 5A Environmental Board Meeting Date: January 29, 2003 Topic: Living Waters Lutheran Church /Site Plan Review /CUP Background: Living Waters Lutheran Church is located at 625 Birch Street. Please see (Attachment 1), Base Map and MLCCS. Also enclosed is the Site Plan (Attachment 2). Application and approval to build /CUP for Living Waters Lutheran Church occurred in April 1993. The new application submitted by Living Waters Lutheran Church is to build an addition on to the existing building to build a new sanctuary. Although the proposed building meets all Lakeshore set back requirements, The building site is approximately 160 feet from a banded PEM /SS1C and PEMF wetland bordering the Lake, and 600 to 700 feet from the Lake. These wetlands generally start at the existing tree line, and extend to Reshanau Lake. The wetland soils are shown in (Attachment 4). Surface water flows through these wetlands. Please see digital Elevation Model (Attachment 5). This area is not included in a Lake Protection Zone. However, there is protection Zones 1 and 2 on the lakeside of the property (Attachment 6). Originally, this area was surveyed as Lake. See (Attachment 7). The Church site is just inside an area classified by the Anoka County Ground Water Model as Very Sensitive to ground water pollution (Attachment 8). There is an existing 0.16 acres of proposed new impervious. This would make the total site impervious 1.62 acres. Two trees are proposed for removal. One tree is a 3" maple and the other is a 6" maple. The church is proposing to replace these trees with two 2.5" maples and one 6' spruce tree. Additional Sugar maples and Black hills spruce are proposed for screening the residential area to the East. An existing church spire will be moved on the site. The spire is 40 to 45 feet tall. There is no additional lighting proposed for the church. • Analysis: Since 1993 (the time The church was built), the Environmental Board has consistently asked new surface water management features to buffer watershed features. The Area to the North is designated as a High - Priority Protection Area in the Lino Lakes Handbook for Conservation Design. Soils in this area are sandy, and pervious. If an infiltration train were designed into the site plan, there appears to be enough separation between the OHW and a designed rainpond /swail area. The rain pond area must be in an area where the Seasonally high water table is at least 3 feet from the bottom of the pond. Please refer to (Attachment 8). The seasonally high ground -water level should be verified. Peak flow analysis indicates a .23 cfs increase in water volume flow in a two year event, a .32 cfs increase in water volume flow in a 10 year event, and a .36 increase in water volume flow for a 100 year event for the entire site. The basin should be designed if possible to accommodate this extra surface water volume, if not for the entire site. Additional ponding is shown in the turf areas. Surface -water analysis information is being reviewed by the City Engineer. The soil areas around proposed remaining pervious areas should be protected from compaction during construction. A buffer of native plants incorporated into edges and a surface- water - treatment -train should be planted. Ground story materials should be native in the ponding and drainage areas. All proposed sod areas should have at least 4 inches of topsoil tilled thoroughly into the subsoil as deep as possible. A detailed landscape plan should indicate more foundation plants. A few oak trees should be planted into the surface water treatment areas. Suggest changing the Sugar maples to a variety of Red maple or oak. Although there is no proposed lighting for the added space on the church, the possibility exists that there may be a need to light the building in the future. If this should happen, than the lighting should be down ward focused, no -spill type lighting. Environmental Board Comments: • Options: 1. Approve with suggested environmental recommendations • 2. Do not recommend approval Recommendation: Option 1 Attachments: 1. Living Waters Base Map /MLCCS 2. Site Plan 3. 4. Soils 5. Elevation Model 6. Protection Zones 7. Pre - settlement Vegetation 8. Soil Sensitivity • • • 0 U 0 J W a a) N as co L f+ .- co cD i 0 0 1 INCH - 40 FEET == -40 0 40 288+/ - N00'41'40'E TO Fon IM.wa A u.8m 80 CAST UNE OF LOT a TQI I 120 \ 1 1 1 It i \ ) \ \ % Boundary & Topographic Survey for Living Waters Lutheran Church 416* • cry a' c / 4441 O414, /\ O/ \� O>>/ ,. • PARKING RECAP MOLAR SPACES W NDCAPP4.EO SPACES TOTAL SPACES M WINO RECAP ,M 11E 811E 15 ZONED 1 -1 5 (SINGLE FAMILY RESEENTIAL) BUILDING FRONT TB FEET Rat 30 FEET PARTON KNACKS FRONT 10 FEET SW • 15 FEET REAR 10 FEET fee qy ' \-41 N 70) 4 W gg .) AN 1 3 2003 C :TY OF LINO L/ ,.KC,•: PRINTS ISSUEE NO DE90PoPT10N DATE \ \ 1 \ \ \` 10 roar MOM \ / 1 •\ �1M"tA.81O.T / / / ` _ -15.-_. 11E1LA10 111110AT10N N014 The find di. *Mood end *NNW alteration Mon. for U. eta w.0 .pp.OSd by the R40e Creak Wadded DMt of on Apo 2a, 11o3�(Pend AppS.0ten No. 113 -55). 1k. a Cod thltIspotion the 83.04.. and rod dm ppate anal. 5144 South d BOON HARKS NA 1 - TOP OF SLANTED NOM OF WAY IONNENT BY 0810EMAY 088 04.1104 PROPERTY - ELEVATION • 803.57 FEET. -BM 2 - NORTH SIDE OF. CONCRETE SAN .FOR UNIT •POLE - ELEVATION • 197.02 FEET. BM 3 - TOP OF 18U7 ON N1DRANT N COUNTRY LAKES ONVE OLE DE SAC - ELEVATION • 19544 FEET. BM 4 - TOP OF NUT ON H70RANT AT NICE BIRCH COURT 4. 8804 STREET - ELEVATON • 104.06 FEEL (NOT SH01114 ON THE 0 i+iova30 •p�t ,Q, NOTES i 37 um 1o: OF 0010011•1301 WE 3 MO Mmuc: lasx.AU 1. NI North go odd ono baud on at added d08ern. 2. AN aNNtlwwham or. NOW 1020 dr. Ind dd. 3. Bond near one 0101 on t.8 awed 4. Unity data Omen era taken ion Moo en4 Sold Indians prodded by undo oompwdea ad' as Mal In an appradrrab bey only. Soda- Stole the CdU 851 -454 -0005) moot be amt8nlad b fN1a 40810.8.8 p.r to any asmatlon 5. Seem end eater Id1 dab .hew N per pled pad{.4 by Wm Oty of L4 Idea poodle. NM INN vollthl don 5. Gopher Note One Cy NM111a were b0011. to booth aE1d40a .0em1, not a u 7. Nano ad ee1.d one a per the City el Line tote. 0. 1483.0 .at4.d to am' Ned to tale Nome did an NWb or mad known to the ota3 1. 0. TIN Idol d.w4tla down h pm o p..Mad sunny doted 10/12/12, sr4.d 10. h2N survey arROOM b aaealne 4. a m.8Wth a added by a .41014 toe Me opinion. 1144. LAKES S --- 207. ° ----- �' PARK i }� \ JI A T f �T A rr- . LJ I n I \" L A l 1086+/ -y-- COUNTRY 1 LAKES. / • \\ DRIVE ■ \ • LEGEND AC AR CONDITE0ER UNIT BB BASKET BALL HOOP BE BOX ELDER TREE CB CATCH BASIN ET EIECTmC TRANSFORMER FP FENCE POST .111c4 CAS 11ETFR 84 - -CA1E VAEYE HYDRANT a* -1, TM MAN HOE SON 1C 70P OF CURD ELEVATION UILITY POLE X SPOT ELEVATION • MONUMENT - FOUND (IRON MONUMENT. UNIDO 07HEROSE NOTED) • NON MONUMENT - SET ACM AN°CA COUNTY TIOMMENT GAS SAIL VAT 0118 CAS MAIN SANITARY SEWER NITER SLAM 840E OP ROODS DECIDUOUS THEE CONIFEROUS TREE.. ELECTRIC LINE - UNDERGROUND RAN0CAPPEO PARKING SPACE 7 s_ NORTHERLY UPS OF ANOKA COUNTY NOWAY 14/IY PLAT N0. 11 DESORPTION (Permd- oerdet.8 0.34 ewer, mere er 1..) The Fad 536.83 Nd ei u.8 Wort 1030.83 teat 08 Oa erenst Let 3. S..44n 20. T31N, 14228 Nan M of On North e 08 the south half 08 .T.3N1t(54 .Mp, .14 Not p.04 of 0ewmnwnt Lot thorned Nwthwfy .4 e �I.. 10 foot Nlotlwhley.�of and ddpppoorrtedy6.t L South a North Rhe of Sn MahUt7o 0.0418,38 end Mat of Id Me.80 dee1bed N1. B..MO a 8 Pot on the North oh. of IM South MIT 08 odd Sedan 25 Natant 1030.55 N08 Eat of the 8.d the 08 sold 010.4.nt L08 3. sold peer being 1038.63 foot, .0 m.....4 r o..t of the Mae Re of dal Deaem.w,t Let 3. odd Nan M •.084.4 b beer Smut SS 4.B.ea 19 .044.. 15 womb Ear %tso. San 11 threes 13 minute. 53 smooth Eat 452.18 NK more or hod b IM NdrnMF 1111.4-08 -ea7 Ms of odd Nphwy Rat 14 1 Otrained ad utility dein. / der the 4 Not 10 ad thereof. DESORPTION (10 Not (Flog by Andy County - contain* 0.24 Gm%mom or tro) Ann port 08 8aamhent Let 3. Soothe 21, 7318, 04238. 11411 Northerly 08 Mat. Comity 014..y .kht- of-way Plot 11. SoutherW *Mindy .0 oSS00011ObNN NathMy of old Por0O0 to no y ofd 500 Mt of odd 810. 11 Mdo Ned .800 .am 10 Ma Kt NAT[ Mao F11 F NA. 41 -310 • • FFCJECT CSIMEt LIVNG WATERS LUTHERAN CHURCH $SE BIRCH STREET LINO LAKES, MINNESOTA S5014 PHONE, FA>, INIR&IOR C.CINSTOCK DAVIS INC. 144.6 COLNII. ROAD J MINNEAPOLIS MINNESOTA 13432 • 1431614.5341. Fdx, 143.104.83* ATSPS SSC GOLDEN VALLEY ROAD WEE 300 miNSEAPOLIS. EISNESOTA 754,71 PHONE: 1e3B43,3151 • 169.3233205 *TT, MARC 41.4TE6. ARCHITECT AM. KEVIN TEPPER. LANDSCAPE ARCHITECT ATT. KIRK ROESSLER. CIVIL ROMER TEISIITIVE reummuctuchmili„E; Bicupau WINTER 2003 START CONSTRUCTICR SPRING 2003 SUBSTANTIAL COMPLETION: 7444. 1003 4177 STATISTICS. PROPERTY 5122, 734 v. ACRES BASTING IMPERVIOUS, IA6 ACRES e7% OP 6ITE, PROPOSED IMPERvICUS. 01.4 ACRES LTA OF SITE/ TOTAL PIPERACUS. 162 ACRES CIA 07 6771 AETLANC IMPACT AREA< NONE ALL PROPOSED SIDEWALKS 4.74. 77 CONCRETE PARW.ING STATISTICS. ExISTING PARKING. (4 Nr„...) REFER TO ARCHITECTURAL. PLANS FOR BUILDING ELEvATION6. PLANS, 440 EXTERIOR 44 z A A A TREE PRESERVATION PLAN P0.1 SCALE r - 40' ....„7;>.•7- • " • • . . , , •. , • ' (2)c.61,40r^r ?RIM .&7 (1) ....., EVERGREEN TREE TOPE REMOVED DUE TO BUILDNVADDMCN. ;:. 1:'. .31 ;'414.,;;,;„ • • '.••••;',• • kuricesonsril 70 .4 1 • AFSI AssnoNvasneeSsualtrcersitc 1 MIME TORI1111071/ “IIKOLING CONSULTANTS F,..;• I N 1 5 2003 0 1— u) • 0 E 3 Z z g < z in 5 z 0 0 REVISIONS DIUMBY RLIS, CIECISDIR RUS, KIT BILEDFOR CITY RE-SUerliTTAL ISSUEOMI JANUARY 13, :CO2 NRINNAN TREE PRESERVATION PLAN ATSIOFFORCFNO. 02032 BEETELSEIBI PO.1 • xr-iic,i144ttXt-t—/ PF:OJECT INFORM.-L,TION: ON= LIVING WATERS LIALIERAN C14.1R0-1 SES BIRCH STREET LINO L)KES, IIIMESOTA 55014 PLICNE: FAX: 14132ELIES COMSTOCK DAVIS NC. 1446 CCUNTY ROAD J PIPSNEAPOLNI, INTRESOTA NAM PLICNE. 163,11149646 FAX: 16316433I5 ARCHITECT/ LANDPKAPA ARITSIITECD r1,41 AN/LINA-AR ATSIR 0301 GOLDEN VALLEY ROAD SUITE 300 MINNEAPOLIS, MIRESOTA 37421 PNCNEI 163.3433131 Fax, 1635233261 AT, MARK NAVES- ARCHITECT ATI*, KEVIN TEPFEN- LAPDSCAPE ARCHITECT 411, KJP3C ROESSLER- CIVIL ENGINEER TELEAMECct1112117722tUICEEOLE BIDDMEN WINTER 2003 START CCTEFRUCTICN, SPRIT.* 2000 SUGSTANTIAL CCPIPLETICSS FALL 2008 5(70 514107108. PROPERTY SIZE e34 ACPEO EAISTING INFERVIOUS: L46 ACRES MS OF SITE/ PROPOSED IMPERVIOUS, 0.11. ACRES (LIP. 03 511E) TOTAL PIPERvICUIS, I.62 ACRES (n1. 03 5(73) SEILAND IMPACT AREA ECM ALL PROPOSED 500(1241.03 1111.1. 00 001(103310 emsbahienemat EPISTNG PAWNS, 31 (4 240) REFER TO 400(4(100710341. 31.420 FOR 100LIDNG ELEVATIONS, PLANS, AND 0410000 7041111006. PLANT SCHEDULE EVERGREEN TREES CFY / DOTANICAL NAMES SIZE ROOT REMARKS 1 1 • wr T BLACK PILLS 3l00 3112. LEADER cntigri-TED3 O•Y 01l (001420042.244)135 SIZE MOOT RETIAPKS A GS NO V. CROT 10080 MAPLE 2- ere TO 1.04000 PLANTING NOTES I. PROVIDE SOD IN AREAS AA INDICATED 01(132.411! ALL AREAS NOT DESIGNATED TO re SOPPED. /WALL BE SEEDED AND 2. ALL TREE SAUCERS WITH 16IREDDED MULCH (114.075 0111 30100. 113.C1.I MATERIAL TO ISE MINIMUM 4. DEP714 • 1' CANOPY 1101. TREE AlS(k.A Awinualtsandionaltnathe karnma ammo 4=tor •501 Sue 1,Pur Ws NO M050180 5m 55427 Tte 161662711 Fox mama ELES PAPHSLOR */#1116111016101601.11L•11,910.110. CONSULTANTS V,-"••••:- I.., JAN 1 3 2003 nse • •ir: • PROPOSED ADDITION RE. 6S6.14 (ARCHEECTURAL 1000) •?: (EIS NC. STALLS *NZ 0 • w1 ,Ab (D SITE PLAN ENLARGEMENT SCALE r-20 01.• •r•i•k:;•::?••■•••••::',2 • s 7,".;•.;;;;,s • 0) 4 N. SITE PLAN SCALE r - 40' .:: 1 \:.g ,1:,,„,- _.. 4..*;.-..., atz i.i',3 :k ‘.`„ ,• 4:41 '-'• -. ---10■2 103 n PI B U Ir.\ ‘.., ,..,,,,,. ;. — ,,-------csa.---- • amp • k N-•■•: .. ....".)....... % 1 .,, •‘. \ C123•5CP • • ' • . • Ellerl‘ . ) i" ,- r r • '..• •;•1!' . ''..) sr. • . , . As , \ 0120 *to.> ...!... 1 •....!'z.........t, ,.. ''' • . , - , ..\% '.... ..., •// SZ3 • . . \ . • ••• . . .•••••• •• •..„ . • • .V...)3 . ......................... .ty n, ngg 0#5,1ii. o oilES -- • • ... .. -.4. - „‘- N \ • . : ,...- -• .„ ,,, ... \ \ ; \ . . . .,, 11111111"-VI: .1111111111 ••••••••MWM: 066/02E1 RIO. KIT CHECIZOISI RLB, KIT IIISUEDFOR CITY 10E-5LISMITTAL. 350 1010 JANUARY 132002 SITE PLAN 0335 70033135 02032 INEEFINANIR P1.0 MOO wra, - •L•CITO MOM ROOK 7 OTO• N,o 'CV ,MIN 6.JS. MW W. : NOTROWNOOCK :O.IMV Or OS.) �p VAC. WAGON MOW SWOON 6,O. NOWNAT S E•OTIENED T Pot C1,1-• 6flT TEIKGE (SNOW PENCE OE INTO TOW, e-141e4 -OYT 0, Pew TO ROW, MONM Elf C TO r MW®NOSO (,s ROCK CONSTRUCTION ENTRANCE tRTM&a.TiNk 6DFFiJa, R44 1(103 O06106 OF DRPLIE ELEVATION 4 TREE PROTECTION C GRADING PLAN ENLARGEMENT SCALE re -20) PROJECT INFORMATION: LNING WATERS LUTHERAN PARCH 663 BIRCH STREET LINO LAKES. MMW0MA 6604 PHONE FAX. EagerraES CCM6TOOC DAVIS INC. M46 WRNTT ROAD J MM0MCL1e, MINEOOTA 66433 PNOIE, 163.10004i FAX. 16).104.O3)6 AT64R 6601 GOLDEN VALLEY ROAD SURE !E0 MIN EAPOL16, MISEEOTA 6!477 P11L1Es 16)346313 PAY., 16)3)63360 ATT, MARK NATE6- ARCHITECT ATT. KEVIN Tl•DI- LANDSCAPE ARCHITECT ATT. )0160 ROESSLE - CIVIL EN)REER , STIDDING, WINTER 300! START CONSTRICTION. ERRING 3003 ,6OEbTR,64. COMREIION PALL 2003 R APPERTT *E34 0- Acme ' -. 6$1676G E-IPERAOI6 LAS ACRES tsT, OF env •PI,fOP06ED RPERVICU6, 0JC AOK6 )LIL O' S17E) 'ref :AL, IVICU6, lit Atms tn. of 6R0) .�.DETLAND'IPTACT AREA. NONE PROPOSED 610804LK8 ELL EE COICRE7! Nc . ..jEgESEI..ggliMED , RLB, KIT CITY RE- BUCHITTAL WE DATE JANUARY 13.:001 8rTE GRAD G PLAN AT6YRRLOECMA 02032 • 4 • G WATERS LUTHERAN.CHL.R NOTE: COLORS AND MATERIALS OF PROPOSED ADDITION TO MATCH EXISTING BUILDING N W Iowa Nua N oma* NIN SSW Wa sarie •V EXISTING BUILDING PROPOSED ADDITION • FELLOWS' ELLOWSHIP ANC ;»os3Ts .... -NURSERY' CHURCH OFFIC -.CHANCE 41 / /%% GLASS WINDOWS • PAINTED LAP SIDING. PAINTED LAP SIDING • BIRCH STREET ELEVATION • • • 25 < • 50 pc,, zex,z_ • astrami o2b3Z • L. • • • • Mossam ee etosaftur au • tern 111 e.nsaa em • elts IMAM c I •r • OIIMMN •C161NN' ter• ti 0. eueid pooldisllos sie;e Bu !An a. AttachrrOnt 4 • .c , 'z, , 0. us u) . 0) o a co < o .occoE 4 m as c.) -Ne ...=. 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" 6.c.) • u). +ow Cl) • ° E > 2 (/) g 1 1 1 1 • • Agenda Item 5B Environmental Board Meeting Date: January 29, 2003 Topic: Bruggeman Property /Rezone /Preliminary Plat/Site Plan Review /CUP /PUD Background: Bruggeman Property is located on Birch Street and County Road 49. The applicant is proposing to rezone this area to commercial. The use includes a gas service area and miscellaneous other buildings. The Eastern half of the site is guided for medium density residential. No proposal for this area has been submitted due to the existing moratorium. Included, as (Attachment 1) is the GIS base map with the MLCCS overlay. Surface water information has been submitted and is being reviewed by the City Engineer. There is no input from Rice Creek Watershed at this time. There is no information from the Department of Natural Resources at this time. Submitted information includes Parcel Survey, Outlot Map, Proposed Grading (and tree preservation), Proposed Utility, Retail Outlay, Landscape Plan and Lighting Plan. (Attachment 2) There are no unique remaining resources on this site. NWI shows a wetland on the SE corner, and the developer has had other site wetlands delineated. Mr. John Johnson is the Project Engineer for this project. I have asked him to attend the meeting. Analysis: Attachment 3 shows the Lake Protection areas, Zone 1 and 2 Protection Areas, surface water flow patterns, and High Priority Protection areas. This entire site is in a Lake Protection Zone. Existing agricultural drainage channels water for the most part to Baldwin Lake. A small area on the SE corner travels to Rice Lake. Surface water issues are the most important issues on this site. Water is ditched directly into Baldwin Lake. Surface water is proposed to be directed into a new NURP pond. Water from this NURP pond will be discharged to the existing ditch. Surface water information will have to be evaluated to determine impacts, if any, to Baldwin Lake. Given there is a gasoline service facility planned for the site, there should be • some structural plan for containment. • • • The Landscape Plan does not show landscaping for the proposed pond. The plan should show this pond area with City of Lino Lakes Native Pond and Drainage area seed mix. A suggestion should be made to obtain a landscape company experienced in this type of landscape establishment and maintenance. There is no plan for ground story plantings in the existing plan. If there is proposed sod for these areas, than these areas should be shown as irrigated. The plan should show intentions of ground story and cover for all landscaped areas including islands. All soils in these areas should be thoroughly tilled with at least an additional 4" of topsoil added before tilling. Norway maples and Amur maple should be substituted with a non - invasive species. White oaks in this area would be more appropriate than Lindens. Since there are a number of oaks proposed for removal from this site, oaks should be placed back in. Additional oaks should be required around the maintenance pond. There should be a tree inventory submitted that is in data base form and readable. It is difficult to tell from the plan how many oaks and what size oaks are proposed for removal. Several more oaks should be planted in the "S ", and East Side of the Retail Building area of the landscape plan to screen housing to the East later. Oaks should be substituted for Laurel leaf willow on the East Side of the Retail Building. The Pre - settlement vegetation for this area is depicted on Exhibit 6. The lighting plan should be low- impact, "no- spill ", downward focused, minimum lumen type of focus with any canopy enclosures unlit. The existing lighting descriptions do not meet this requirement. This plan needs revision. Surface Water Management is very important on this site. Existing and proposed water conveyance systems indicate a direct connection to Baldwin Lake by the ditch. Since this is in a lake protection area, the developer should show creativity in attenuating volume and quality issues. Post development should try to lower volumes, maintain required rates, and reducing nutrient loads. Pre and post - nutrient modeling should be demonstrated. Surface water direction on impervious areas should be directed to curb drops by the pond if this can be made to work. It appears that before ditching, water flowed to Rice Lake and had a bit more buffer before reaching the Lake. This might be an alternative. The Anoka County Sand Plane Ground Water Modal depicts this area as very sensitive to ground water pollution potential. (Exhibit 5). Any infiltration anticipated or planned should have at least the 3 -foot minimum recommended separation from the seasonally high water table. If the proposed pond is large enough to contain all surface water storm events for a 100 -year flood, than the environmental concerns become much less. A Best Management plan should be required for development and post development agreement. This plan should address soil and tree protection during development, and site keeping after development. Site keeping after development should include parking area sweeping, litter pick -up, storage of any • hazardous materials, turf and native -area maintenance plans, and pond maintenance. All topsoil on the site should remain on the site. Any intention to import soils, must have the approval of the City, and be submitted to RCWD for review of surface water infiltration rate changes Options: 1. Approve with suggested environmental recommendations 2. Do not recommend approval Environmental Board Comments: 0 Recommendation: Option 1 Attachments: 1. Base Map 2. Application and Site Plans 3. Lake Protection Map 4. Land Classification and Flood Plane 5. Soil Sensitivity 6. Pre - Settlement Vegetation 7. Elevation Model • D. 2 02 E L a) w t a) D. 0 L a. E 3 Rice Creek dej eseg wiej JeII!J se!pOdoJd uewe66nig PLEASE FILL OUT BOTH SIDES OF FORM CITY OF LINO LAKES - LAND USE APPLICATION CHECK APPROPRIATE BOX: FEE: Comprehensive Plan Amendment ' $ 500 V Conditional Use Permit Interim Use. Permit Site Plan. Review Subdivision: `Preliminary Plat $ 350. $:350 • $' 500 $ 1,250 Preservation Development 1,250. Planned Development Overlay .1,250 Minor Subdivision/ Lot Split $.250_' • V Rezoning . . . $ 350 Vacation:. drainage, street, utility .. $ 250 - Variance $ 250 ESCROW DEPOSIT: Property Address '330 f 2-C PIN #. 30- 31 -L2.-44 -00.01 . 16140 ^;- 31...22_44 -onoz Legal Description: Lot . : Block _ Addition Existing Land Use -Fmat( of Existing Zoning -3 - DESCRIPTION OF REQUEST: ' O -'o ,1u-awt • Iet c f F- T O . p, i� cci Zoo. 400C> CV-,2v c4 47- s i-rE. 7-t) ..lr ccL C,, i64a. A- .4--('C" de- tz-o-FESSt or44L C? c.E / ' q‘-,1 Ct� SF12N cG' . y s- f?Jh- f ze-i `r7-t _r_x.kq f--1741 1- eop'.S D(zt vE = 1-7-c Rcc i.c j. i - o Catitt} r c.E .S1 -F fit/ 4Et- r-tq Siasrl'o► Applicant: name address phone fax e -mail Owner (if different than applicant): 'Biz(actCema (CZ.aP 2c es ` name IX AQV f rs t .1(lit�L.E 3564 ` t-L) rc i tCNS P Z. address ?g- k 13�)(.L4-" i t UNg-e 53-/lo �Fi r1c Yt cog 55637 0.05/) -no - zA 8/ • phone (3) .39,4 - OR 14- (.500 "1'10 _ I 73 fax ' r �;Gt�Li NK- e-mail 52..uggemilcoktorce5. Cori Revised 1/23/02 Page 1 of 2 4TT4ci - Z • oundary\Topographic Survey its BRUGGEMAN PROPERTIES, LLC amr ` �- caw T i M0USE rMP SHENANDOAH SPIRIT HILLS �`� �\ �o l ADDITION - 1 --1 -- Greer el OWL Ms a Seiko 3k TT. 032 • MAO HOUSE -Mr- -o- Z HOUSE in ARROWHEAD DRIVE -4 1 OIONSLO IsseaVw- im me M ]C1 /is of Sreem 30. T31. 030 ARTHUR. THOM ACRES NO. 2 momusr J C.el Ym.h imam smar ml cam el set d 0.c11a. 30. TT. in DESCRIPTION PARCEL 1: M that Port 01 Goverment Lot 6 in Section 30. Township 31. Runge 22. Anoka Canty. lAmesala. r lies lies Eo.t of the rood now constructed in o Northerly and Southerly direction through said properly. EXCEPT therefrom the following described property; Germ_. 9n al . paint in the North e al said Government 1.ot 6 which Is 196 fat Neal of the Northeast caner of said hot therhe. South parallel to the East Fine of said lot. 660 hat: thence Nest and parallel to the Naha 9ne of .aid lot. 196 feat thence North and thence End along the parallel to North 9 . of end Lo6. 1 8 MK holhspoin beginning. PARCEL That pod of commensal Lot 6 in Section 30. Townsl:p 31. Runge 22. Anoka County. lf..e.ota. desar*ed es Mown Commencing al a point in the Nara Fine of said Government Let 6 .hidh is 196 feel crest of the Northeast corer of said 1st thence Sauk parallel to the East fine of .aid lot. 660 fat; than neat and parallel to the Naha Fine of said let. 196 fat: thence North end parallel to the East Me of said kit. 660 fat thence East eking the North Me .f said Led 6. 196 feel to 'the pant of beginning. ' GRAPHIC SCALE 1 IM. lass LEGEND • Denotes Iron Pipe Monument k o 9enda ton PGp. Naraament k i ..notes Telephone Pedestal • Denotes Power Pole • Denotes Hydrant ▪ Denotes Gate valve • Denotes Sahitory Manhole O Denotes Slam Manhole -a. Denotes rip Denotes Catch Rosin , Denote. Sal Bing men. Denotes Wetland Marker yr Denotes misting spat elevation R OWED JAN 1 3 20B3 CITY OF LINO LAK 2 TM north line el property moo .stab9NNd a the southerly lint of ANOKA COUNTY HGFMAY RIGHT -OF -WAY RAT N0. 11. Research • Cap done to verify this location 0Th Moko Co The met Art of property won estabished as 66 feet easterly ce and parallel with the easterly Me of ARTHUR E. THOM /GRES. Research is being dale to verily location wills WhOoT records and oils mdsAg of povemenL The proposed right of way and proposed easements Wag Hodgson Rood are sho.n per • proposed Mont County right el say Plot Eostmm.b shown ore es Tided n Chicago TRW Insurance Company Commitment Oat No 202440 wife effective dote Jemmy 9. 2002. Elevations me on NOVO 29 datum. Benchmark a Second Order bendhinork set in ground • covered tube 42 feet myth of .erller9h. County Rood 10 al Mors food. Stomped Benchmark 143 Anoka County Surveyors Offie.. Elevation w 900.537 feat Some tree information in per KjhNMug Environmental Services Company. 1 hereby certify Cwt this survey. Wan or report nos inhered by me or under my &est supervision and thot I am duly Surveyor under IM laws the Shots d Minnesota. Maned V Z O 0 eerw i Z G Total Arm F. I. 1.449.664 Sp. FL or 33.264 Aces mat Arco less existing right of way 1.354.901 Sq. FO. or 31.104 Arne m..3. Area less existing and proposed right of way 1.322.217 Sea. FL or 30.354 Acres m...L Roneld P. Men, Lund Minnesota License 110. 177 DRAM ant M I.ne rho 150433 I OM 1/29/112 6L• OCEOC /IPA 0*6 R0: 0150.433r SINE 1 or 2 r/N/03 AN aim .mO0.d imb Al ./43/52 Add liver n0 DAs: D.saann0Ow ar ilit 1' LiTiM METRO O . LAND SURVEYING 412 DA Cray Red D. 1811. Cesede. NN 05117 T.Nph.a. (OSt)766 -0112 hs(661)744 -0612 E -matt .orwyenahole hen I5O.O33T 1 m66[11464 T1/ONNRYw .ao.NE7on.1a um 1 CAM1aj.cM,p.{naayyN N- NJILL1141 .113- I51422,C«....W.1....,a.A¢T.4 RAMW, .1O M CV I. - e ec i sn r N89'09'00 E a/ Anoka Cwt 48.26 433.15 589'58'23 "E . 83.23 �'y a c �' `14 58'23 aw. cn l • 1j 1 LOT 1 1 1 — — — j 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 206.64 t I I I I I I 1 25.38_- \ti`''des 135.00 Rs*0 82'42'04 "E bB 1119.22 TOTAL SITE EXISTING ROW BIRCH STREET WARE ROAD FUTURE ROW LOT 1 LOT 2 LOT 3 HODGSON ROAD WARE ROAD r6S.11 -.. 476.88 589'58'23 "E 6,0 p Gui $M 1,449.864 S.F./33.284 ACRES 53.255 S.F./1.223 ACRES 41.708 S.F./0.857 ACRES 45,595 S.F./1.047 ACRES 3.671 S.F. /0.084 ACRES GROSS 45,595 S.F./1.047 ACRES EX. WETLAND 9.880 S.F./0.227 ACRES NET 3.671 S.F./0.084 ACRES IMPERVIOUS 1671 S.F. /0.084 ACRES GROSS 51,573 S.F./1.184 ACRES EX. WETLAND NET 51.573 S.F. /1.184 ACRES IMPERVIOUS 38.619 S.F. /0.887 ACRES CROSS - 46,533 S.F. /1.068 ACRES EX. WETLAND NET 46.533 S.F./1.068 ACRES IMPERVIOUS 29.080 S.F. /0.668 ACRES OUTLOT A OUTLOT A GROSS 1.081.616 S.F./24.830 ACRES EX. WETLAND 90.421 S.F./2.076 ACRES NET 991.195 S.F.22.755 ACRES $ %c r � s C 0 50 71 100 150 100 SCALE Dr 210 STREET.STORM SEWER, 1 EEA MANAGE An T PER Ui1 \ DOCUMENT M0 1352014 BQCIMENT N0. 1177.60 589'10' 44 "W r 1 1 MIK FEET c 3 W a 0 14 O P1 RE. JP.N 14 1 6. t rFF OF "�.. N( .". .z ___- 1 1"_ C01110104 VIVII111/110:MW MOKNIIBIAINO LAKE c....4...kos-Gewresnucooewennula 1.0-111103.Caria.MuMy shret.DICEIrie MALAN 0114I PM CST ' PIM j I . i 7 M"M..I E IL TIM, ., , I 1I ._ --.•-•■..... , -ENIM-.__I__IIMM--I 7 : - ,-=,;7, " _... '"" ,1/2/ .44Z0/,/ ,,/ ' - 1 . I fa1Il1 ,r1 : Z t m , 1 0 00 16 100 110 200 IN 1 111. a a 01 • • rim 4111111.11 11110. 111111111M 2 VI ,,,,,,,,, ,,,,,, „isr---wr7--ent"24!tt KEYNOTES DINSCRIPTION DETAIL HANDICAP PAORIS 3161 HANDICAP PAM:106 51611 IV VAN ACCIMO3LE x1611 HANDICAP 0.1165 14644P HANDICAP ACCT SS ISLE /V PAINED SW/PINS PANTED HANDICAP 50IE0L. PAINT AT DD OP STALL. CONCRETE 5112151ALIC COLORED GONGRETE SDOW.K COLORED CONCRETE DIVE 57101E 4 FETAL HALL CANS 4 611TT1ER ETTUIN0 5 PATH ASRNLT PAVDBIT 4 160E 14111E PANTED STRIPING. TYP. 0CE16RO11162 TA1.Cs SITE STATISTICS LOT I AREA. 014•45 SP. • 5.20 ACRES 43165 P 11PD Q A 416001/ 4VIOI5 LOT 2 AREA. 52250 SP. • 120 ACRE 56/100 91. 1.45100I6E. 151530 PERV105 LOT 5 AREA. 45626 SP. • 1.03 ACRES 251690 51 6PHNI0D, 22.146 PERVIOUS OSE.OT A OWL. ST) WAD SP. • 2556 'GPM TOTAL SITE AREA. 1551414 S.P.. 510* AGRB 6inEEML.2112:32 ELM SOLC PARKING. 00.0' 10-0 PA 02116 PE61ARSENTS. RETAL 1/200 SP. 32160 SP/2001 • 61 RCAMIED C3TORE 4 • YEACH SHIFT DPLOYR (4 SHPT EPP) • 0 PECAN= TOTAL REL66RED LOT 1 • 64 STALLS OFFICE 5 • 1/200 SP. (1516 SP/2120) • 41 RDRIRED FAST FOOD 0/1400 SF. I MNO 0500 SP D01001140N • IS REQUIRED TOTA1. 5*61 D • 125 STALL. PARgoG PROVDED. LOT I. 41 HANDICAP RlTAR®- 2. FRONDED - 2 LOT 2. 44 IUVCIGAP REWIRED - 2. PROVIDED - 2 LOT 5. SS HAMMO 4 REOIIRED - 2. PROVIDED - 2 34 PROOF OF PANKOW TOTAL. 173 11A112ICAP RDiIFID - 6. PROVIDE" 6 50 100 200 1 I SITE PLAN I 1• =s0' ARCHITECT 1167!$0 CERTIFY THAT 116 PLAN AND SPEGWCATICN INS F60*4 EY NE OR EVER coma SPEN SICH AND TNT 1 AH ADU.Y RESSTE ED ARClITECTUCBL TIE LAIS OF HE STATE GFMNESOTA AS5INIIFED ESC 04 HAW MD °.PAL APE1H41411654 415362 SEAL REVISIONS LAKES RETAIL 0 2 J SITE PLAN 0/06 044505 SCALE 1..SO OR.AIYI BY POOCH Of COED BY APH SP -1 5015• 02 -041 2 G I 1 f. 2003 LAKE-53 NOTFSC COWER TO HAVE HARDWOOD MULCH WI-E52 OTHERWISE NOTED. NO HACH TO DE N CONTACT VIM MUHUL SCARIFY 40 TM L SIDES OF HOLE PRIM TO PLANTING LANDSCAPE FABRIC TOP SOIL -"..., .. - • P.V.C. EGGING RODT3ALL TO .a a OF OMM SIT ON AN ICJ TO TAKE P OVER DIMENSION MN EDGE SHREDDED DDAMM PLANTING SPECIFICATIONS 1 CONIF. SHRUB DETAILS HAD LOOSEN ROTS OF CO TANER/ZED MATERIAL SCARIFY =TOM MGM O MLLE NOM 10 PUNTING. SMTAroHIDE, •a •'• OF SHRUB N PO TO TALE p2EC *4? r OVER NHT715I14 FROM ESE 2 I SHRUB DETAILS 1. PLANING BED PREPARATION M.L. AI9 NAMING BEDS SW. SE CAL40 10 A IMMO OEPIN OF 117. AMEND /OM SMALL BE APRFD AFTER CULTIVATOR. 2. BACO2L SOU WE 500. ammo FROM RAMC HOLES AID PROVIDE 1IENWENI1 1110E ALL DEBRIS INCLUDING ROOMS LARGER THAN Y 4YETFA. 3. FERIBJZATOIA ALL RANT MEOWS SHAM BE FERTILIZED AEON NSALIAION TAM CRIE12 BONE TEAL OR OTHER mom NE FFRME OECD N WITH THE NIANIG 500. PER YNFACRROTS INSTRUCTORS. 4. ALAN LAI0BAL• 45 SPECIFIED ON THE W450JWE INNS 404 MULCH ALL PLANING BEDS TO 3• DEPTH OVER FIBER NAT R® WARM ALL PERENNAL PLANING BEDS TO MOM Y DEEP SHREDDED HARDWOOD MULCH ono NO FIBER RAT WEED TERRIER. ALL EVERGREEN No DE0dgt6 TREES TO RECEIVE s• 0® =REDO= HARDWOOD MULCH WIM 110 IAMBI N DIRECT CONTACT MTH TIME TRUNK. 5. TREE WARM B SHALL BE TLC CONTRACTOR'S ResPON9BERY TO SIAM AND 0(1Y THE TREES ACCORDING TO TM DETAILS. R R TIE CONIRACT0F5 RE7p014SlRM TO TAM EVERY STEP NECESSARY TO YNNT IN THE TREES 411D SHRUBS N AN UPRIGHT AND PUPAS CONSIGN AT ALL 13103 4111L THE END OF TIC RUNT GU421144 E PERIOD ESPECIALLY WHERE MACKISN. 30L OR RIND COCOONS ARE A PROMO& 1 TREE WRAPPING WRAPPING HNIERIAL EMU. RE QUALNY. HEAVY WATERPROOF CREPE PAPER MMUFACTAWD FOR DBS PURPOSE WRAP ALL DECIDUOUS TREES PAM= N 114E PALL PRIOR TO 12 -4 AND REMOVE ALL WRAPPING VIER 3-1. 7. RODENT PEACE ON ALL TREES. EXCEPT SPRUCE UNLESS OTERWS: SIMME B. PLAN1110 TIN: NA PROPOSED PUNTS EML BE LOCKED CAREFULLY AS SHOWN ON THE PLANS PUN TIRES PRECEDENCE OVER PUNT CONDUCE F DISCREPANCIES N OUAN11115 MGT. *00240110113 TARE PRECEDENCE OVER NOTES. RESPECT STATED DNON1NNS, OD NOT 970E OWING$. 9. EDGING MONO EMT. BE 4' P.V.C. C 1*102 N. GRACE EDGING WITH SO a METAL ANCHOR SIMMS POT 20 FOOT SECTION. ALL MASS FRAMING BEM SHALL WOVE EDGING PLACED MORON MILM ALMA AID ANY ADJACENT TURF AREA, GENERAL NOTES EXITIMILL TO L�IEi SIT ®r STAKE ON =M0RADIE SET 8 ANGLE SCARYY 300404 L SIDES OF HOLE PRIOR TO PLANTERS. 7V0 ALTERNATE METHODS OF TREE STRONG ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION 70 STATE TIEESH HUVEVER. THE CONTRACTOR IS RESPONSIBLE FOR MAN7AGING TREES N A PLUTO POET= THROUGHOUT TIE GUARANTEE PERM 1. LANDSCAPE CONTRACTOR TO EDIFY ALL ORRY LOCATORS OM PROPERTY WITH 144E 10 PW TECTOR NSAND BY OWNS GOPHER STATE ONE CALL (454 -0002) PRIOR 10 2. 00011004E THE PHASES OF CONSTRUCTION ND PLANING BNT411AONS WITH OTTER. GONTMCIORS WOWING ON SITE S WHERE DOSING TREES AND/OR SIGNIFICANT SHRUBS MASONIC NE FOUND ON 914E METIER SOWN ON ME DRAWING OR NOT OCT SHOAL LC PROTECTED MD SAVED UNE83 NOTED TO BE REMOVED AND/OR ARE 24 N MCA TO LL GRADED. ANY WESTIN REGAR00G WHETHER PUNT MATERIAL STOOD REMAIN OR NOT SHALL BE 8110040 1O THE AMTENTNN OF IRE UNDRAPE ARCHITECT PRIOR TO ROOM- 4. AL DOSING TREES TO ROAM TO DE FOR15.30 AD PANED TO ROME DEAD WOOD AND DAMAGED OR RUBBING BRNOES 5. M TREES AND SHRUBS ARE BALLED A10 =DUMPED. 1 MO PLANT LWOW. S BSTEMONS WILL BE ACCEPTED UNLESS APPROVAL R REOESIED OF 144E LMOSCAPE BY 771E LANDSCAPE mammon PRIOR 10 THE =MISSION OF A BID QUOTATION. 7. All. TOUR MATERIAL SHOAL COMPLY WITH THE LATEST EDITOR OF THE AECWOAEN OADAIO FOR IGIRSER4 SNOT. NERCO ASSCCIAT0N OF NURSERYMEN 8. CONTRACTOR G RE*PO00E FOR OH -00210 TMNIENANGE OF ALL NEWLY H=EMMED NA10244! UNTIL ICE OF OWNER ACCEPTANCE ANY ACTS OF MACALI91 OR DAMAGE MICH NM OCCUR PRIOR TO OWNER ACCEPTANCE S EA BE TIE PFSP0161BEBY OF TIE CONTRACTEL 1 CONTACTOR SHALL NOME A RUMEN REQUEST WR THE OWNER ACCEPTANCE INSPECTION /1 WARRANTY FOR LANDSCAPE LATERALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY TIC LANDSCAPE ARCHITECT AFTER 744E COMFLEIIDN OF FUMING OF ALL LANDSCAPE LA1M8ALi. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 11. � O O GUARANTEE D �E TO BE PROVIDED R NO ADDITIONAL COST TO THE OWNER. PLANTING NOTES t. NO PIUAIING TO BE R4T4IED UNIX GAMING MD CC/OTT MWA HAS BEER COy5C7ED N THE RREDIATE AREA. 2. ALL PUNT WIERNL LOCATIONS MUST N REYIETED AND APPROVED BY DIE 1AIOSCAPE AROBTECT PRIOR TO AMMO ALL DIGGING. S F THE LANDSCAPE CONTRACTOR PERCEIVES ANY DERCENCES N THE PLANT SELECTIONS. 30. =ORIONS. OR 414Y OTHER SITE COND110N WHOM MOT NEGATNET.Y AFFECT PLANT MATERIAL ESASISAIT. S RM/1TML. OR OL*RANTEE. THEY SHALL BOND THESE OOIODICE4 TO DC ATEMIDN OF THE LANDSCAPE ACME= PRIOR TO NSTAUTON. ♦. MOSIMENR N LOCATION OF PIDPOS D LAIR MATERIALS MAY BE MEMO 24 FE1D. SHOULD M ADJUSTMENT SE ADAOEA TIE LANDSCAPE ARCHITECT MIST BE N0422D.. S. ALL RUNTS TO BE INSTALLED AS PER CANON DETANS 1 ONE SNUB PER TYPE ND SIZE N OG4 PUNTING BED AID EVERY TEE OWL BE CLEARS REMIND) (COMMON OR RAM NOAIENCIA URN) 1111)4 A MASTIC TAO NCH SHALL NOT BE REMOVED PRIOR 10 OWNER ACEPT/1 CE. 7 1• PAVED .T N SCDISFID LL GE HELD N1DW DAVIT= OF MAL 5/4C m. VC. 1 901) SHALL BE LAD PARALLEL l0 HIVE CONTOURS AID SHALL RUNE STAGGERED .OASTS ON SLOPES 01SUER TOT R1 OR N DRAINAGE =NNE$ THE 500 SHALL IC STAKED 10 THE 1 SEED AU. ARDS DISTURBED 0(1E TO MGM 01111 THAN THOSE NFAS NID0 10 RECEIVE SOD. it IEPAN ALL DAMAGE 10 PROPERTY FROM PLANTING OPERA7DN3 AT NO COST T7 HIE YRNFR 3 1 DECIDUOUS DETAIL PLANTING LEGEND GMAe1Y A 15 COMMON RAM O WOTA4GLL HALM 20 CONIFER TO HA . HILOT (LESS OTHERWISE =TEA NO 141A-CH ro 44' WITH TRUNK. SCARFY 807 HOLE PRIOR TO PLANTING. TWO ALTERNA OF TREE STAKING ARE ILLUSTRATED. IT 13 TEE CONTRACTOR'S OPTION TO STAKE TREES) HOWEVER, TIE CONTRACTOt IS RESPONSIBLE 102 MAINTAINING TREES N A PLUM POSITION T}ROIOOUT TIC GUARANTEE PERI01 4 1 CONIFEROUS DETAIL 32 MUM MAPLE A09MM1AUL 7 GAL PO7 B 6 AMMMA R PINE P'W8 NORA 1:41124 TB • c 8 !NAOOMU8 BPRICB PICEA GL.T1A •ODMATA• 8•-6 24 4 O D 1SAIINALLB MN PRAWN* 4•M44YLVANOCA SIARRULL• Se 5 4 B E 10 4 11D1'IOD LRCM T11M 20IQLCRA 9®P/O4o• 54.4540 r 3 NORWAY HA0LB AC0R PLA0ANOOBB NIA B 4 M 6 HDRwA70D MAPLE MEN Lew, S4ORTHD00• 2h• M 4M G H J 5 PIN OAK O10RCIIB PALMING 2y a 4B 12 LAMCO. LEAP DALLM SALDM P94TUDRA B GAL POT M• K 5 RADIANT ONBAPPLE twA4 1WA0 *14 is 10 M 4 ARRAN TRES LILAC BYRN4A 411924X6 UPUBCA 2 GAL. POT N P 29 11158 10(1 LIMO •'T*4 4A VEL TMA 158811O1. 1 GAL POT GOL0M.UM SPINA BPIIMA 0MALDA 3OLOq,yE• M GAL POT Q R 25 RED NAG 0060000 COWAN ITCLONIPERA ION. POT 8 24008* RCM ROSA PLM06A s 4' MOT T Y MAWS IRRIGATION NOTES t. LANDSCAPE CONTACTOR EMU. BE RESPONSIBLE FOR PROVIDING A SIN, ORNATE LWSTRATNG N IRRIGATION PLAN AND SPECIFICATION N A5 PART OF THE SCOPE OF WORK WHEN BIDOWD. THESE SHALL. BE APPIMID WY THE LANDSCAPE *021077 PRIOR T) ORDER 2. COY EM ENG/PROPOSED IRRIGATOR SSLEM LOCATION. S HESS OTHERWISE NOTED ALL SOO /5® AD RAHDHD AREAS INDICATED OR PLAN 9441.E BE 1008 IRRIGATED. THE IRRIGATION SHALL. INCLUDE ME PUBLIC RIGHT OF WAY 9012(01 PROPERLY LNE AND BACK OF CURB OR SOUND WALL WHERE NEW LANDSCAPE IMPROVEMENTS ARE PROPOSED. 4. R SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO NSURE THAT ALL 5000ED/SEIDED AND RANTED MFRS ARE IRRIGATED PROPERLY. INCLUDING THOSE AREAS DIRECTLY MOUND AND ABUTTING BLNDNO PONWTOH. 5. THE LANDSCAPE CONTRACTOR SNAIL PROVIDE THE OIBNER WITH A WATERING/LAWN IRRIGATOR SCHEDULE APPROPRIATE TO 'E PROJECT SITE CONDITIONS MD TO PUNT MATERIAL GROWTH RECOMMITS. 5 1 SITE PLAN I1 -_50' ARCHITECT 4 IEPEBT CERTIFY THAT DM PUN AND S'ECF1CA7HHN WAS MOWED HT ME 811 OMEN O 100* DUPE*VOIlT NM TAT 4 M A 9.I.7 REGIS1905 ATE ITECT GOER TEE LAWS IF TIE STATE 67MBEmTA AS MEMO Br Iff 11/40 SEX.. MEIER H EGER 15862 SEA. LAKES RETAIL O 1 LANDSCAPE PLAN DATE SCALE 1.70• DRAWN BY .MOH OE0ED BY P00 L -1 JO 102 -047 7.: "t g tE 11111011132 1./4' colour MAN R/s own FEW® OWE AMOR ROM SEE SFCFM= RECKON 03303 FOR 1814311 PE 18011111118115 (4) #4 u@nOR. ROIIORare RODS W$• X 10 RROInp Ron a1108208q. REX ,f mons 70P re-d Cr POURED CaNC IE7E 10 OE IMO FORK (CORCIEf5 FOIROR110R N MOM 03NDRC104) PPOVJASE DETAIL CONTOIRIEVELS:A=0.50 06' 13419 sr CiRrMRE CAI • 44444444444444444444444444444444444444444444444444444444444444444� .444 44 & &4 &.188& &&&6444 i aa444.1 4i4444a4 44444444444 4444444444x114 & & &8&44441i4Y 444 44464 &A& &444 &44444&4 &11 & && 116 a i a 4 a y 44&4444&�i 4444.1 &a & & &&&&& A.1..4.4 4.6.__i._._, is444.6a646668 & &4 & & &ad & &i && &&& 4411 -'rm i &4 &i44a68 &66444 &644 4��;n_,- ____ -- 66 & i spy 1.4 44444&44ii444444444 4 48 884444:&&&&&44& &iii yw 11.4414.111.4.144111 W 6446 4SSy �- y,y �6 alt ai &i 64 444 44 4aY.aY.duY & i & 4444 8 it1& - Zsw�Ti &4444 441.4&&&&&&& &644444444& i ii 6&&.1&4&&&8 i 4848 444444444444444444 444.14444&444684 &84 44444444444444444 4144411 4 &4 &484464 1.6 &"4444& A448464 &&&&&&&&&& 61.1144.1.4 4444464 &444444444 4444441&&&464444 444 a&i4&i4&8& 444 iiiii & & & && &44444 4464444444444444 4444444444444444 &A4 sit ii4 && &1.a &y1. 4444'&&&&&44,444 44&44444444444 4644 &&&&& 4444 44444444444.116 444444444444 444444444444 64.14848 44444 844446444444 444444444 64444444444 44644444444 84448484444 44448444444 4844484444 8464464844 &44448446 444444444 48444&444 864444444 644648444 846444444 64484444 44448444 44444444 484444411 44444444 46444444 4&444444 44444444 44444444 61. &6AAS 66 .t .4 1.8 .i 4 4) 664444 .16 ii6. 44� 48466666 b M14ItIVi� 6646 .. a4 A 6i(Ai sa,,..Al�A Y.�b 6 6$ 6 s 'pp .a a alai aa.a. a. &848.6• 6 i*�iy,,Lii 6444 6▪ 444486 •� 448448 �•^•. 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AS NOTED Dram Sy MN p'"1841 BY R161/Dw1 P44 Pod • iimasr 00303 ES1 • • • ( DRIVE UP IIANDC:41 EV-Er • All IR 111111111111111M11111111111111111111111111111111111101111111111111111K ' k r rap g51 oeittipn WALL Lor.. Ana* 2.0L08 1I .1 11 RETAILii. SPACE 1 12,1670 SF h n H 0 H (4r-o• :1 11 11 !I 1 I FLOOR PLAN - RETAIL BUILDING 1 t 1 VP-EP "I2Lfr. I 3041•0 OPTICHAL RESTAURANT CN REDCAP V Er W-2* I1/8"A' ARCHITECT I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY YE OR UNIER NY DIRECT SUPERVISMN AND 'MAT I AN A DULY REGISTERED ARCHITECT UNDER RE LAWS OF THE STATE OFFIDDESOTA AS SIGNIFIED BY MY HARD AND SEAL *PETER HILGER 05R62 SEAL DRAWN BY PSG REVISIONS PDO A-1.1 LINO LAKES RETAIL HODGSON RD. & BIRCH ST. LINO LAKES, MN FLOOR PLAN DATE 0113.03 SCALE wer=r DRAWN BY PSG CHECKED BY PDO A-1.1 Jul « 02-041 171111 11 lit t'1111111111-1 :1 11171 . ml 111;1 7111 11llia. 7ft111Elul IaiNt:atnlit r .1111m 1 rwt . - ltmnnut� le. 111111 1117. 1,11111111.-..1 atomic 11111111.11_ .11111 111111111111 11 It111{111 11111111 11111111111111111x. 11111111111,11111 11111111111711111 11111 tI1t:11UII►.. 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I1111L 111 If t 11111tH till ►'1 •� �• ■n11�4n �--� 1 1 • 111111111 Imlu11nn111.., �• Wj ,�i1111I1141111I11111111 N 'ag1t'i ,1it111 111 11111 11 7 1111;11' Iltm11m1 L 4III 711 111111111.114t11mtt IICL°,Lt.°IlI 71 nlml111m1 1111 nnc�uiminnnin11m111 1111111111 11111numralu imnue111ur1111En111mmnn. MN= aa 1111 INI BE 11•1 1111 1 I WEST ELEVATION 2 I SOUTH ELEVATION .11441. ;11 11 1 110.1114111,.. It1m111t1111171 t 11;10/11 1111111111 11101/11/ IIIl 11111711, 1111111111 W 1 1 1111111111ii : _ 41111Ia11117n111II1 .111111111111 11 11. .1111111lanmgn4utnnnu gnn11e1:111w SIGN 111 I1/8"_1' 3 I NORTH ELEVATION • 0111 ■ 1 *1111,11111111111 11 1, 1111. 1111 11111111 \011/ 111, 7'11111 1 1 117. 1110,4 II11111111 II 1111 1 1111111111. 1' 111111111111111. 11.11 10111711' 11, era n,1un i0111111111111111111 111 1;111111111111, I1/8 "_1' TRASH ®.C. 10 HATCH MELDING DROOP El-. 0T-01 tT.410/4NAPn n 1 1 ■911 I1/8 "=1' 1 Z77 ---- --STt7 .IIS - LLI'Crt3� . EY+ tOO' -t7' 4J EAST ELEVATION 'i.:17.:.'R.7-:,-4-.7.41,72.7;:iita-747-1757.777a PANTED 141 DOOR 1/8 " =1' ARCHITECT 1 HEREBY CERTIFY THAT THIS PLAN AND SPEC/FEAT= WAS PREPARED BY NE ER .DEER HY DIRECT SUPERVISE./ AND THAT 1 M A DULY REGISTERED ARCHITECT .BIDER THE LAVE 10' THE STATE IFRIIBEDI A AS SIGNIFIED BY HY HAND AND SEAL. APETER HILLER 15862 SEAL CHECKED BY REVISIONS A -211 LINO LAKES RETAIL HODGSON RD. & BIRCH ST. LINO LAKES, MN EXTERIOR ELEVATIONS DATE 0143.03 SCALE DRAWN BY PDO CHECKED BY APH A -211 0 02 -041 LIGHTING SYSTEMS ca,rioa-y �z DAKOTA ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. Luminaire Prefix Distribution Lamp Wage Light Source Lens Line Voltage** Luminaire Finish Options DA S — Symmetrical XL — High Performance Symmetrical 250 400 SMH — Super Metal Halide 250, 400 Watt MH — Metal Halide 250, 400 Watt DA— Dropped Prismatic Acrylic 73 — C73 Diffused Rat Tempered Glass* 480V MT— Multi Tap * ** TT - Tri-Tap**** BRZ — Bronze BLK —Black WHT — White LL— Less Lamp C — Coated Lamp NO — No Options EXAMPLE OF A TYPICAL ORDER DA S 400 SMH DA MT WHT NO j *The C73 Diffused Flat Tempered Glass is required for indoor use. * *For international voltages, consult factory. ***MT — Multi Tap is shipped standard unless otherwise specified. Multi Tap consists of 120V, 208V, 240V, and 277V. Multi Tap is pre-wired for 277V. Alternate voltages will require field re- wiring. * ** *Tri -Tap is shipped standard for C -UL applications. Tri-Tap consists of 120V, 277V, and 347V. Tri-Tap is pre-wired for 347V. Alternate voltages will require field re -wiring ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description SSA— Slope Surface Adaptor Order Number 52152 0 0 ro c • 175MI-1 175 watt metal halide multitap ballast for 120/208/240/277 250MH 250 watt metal halide multitap ballast for 120/208/240/277 400MH 400 watt metal halide multitap ballast for 120/208/240/277 Use mogul base clear E -18 or E -28 lamps only. Note: Horizontal reflec- tors used with a metal halide lamp require a pin oriented lamp. Lamps not included. 150HPS 150 watt high pressure sodium multitap ballast for 120/208/240/277 200HPS 200 watt high pressure sodium multitap ballast for 120/208/240/277 250HPS 250 watt high pressure sodium multitap ballast for 120/208/240/277 400HPS 400 watt high pressure sodium multitap ballast for 120/208/240/277 Note: Use mogul base clear E-28 or E18 lamps. Lamps not included. 347 volt ballasts available. ALN 445C ALN 445 -H2 ALN 445-H3 ALN 445- H5...... ALN445 Arm or Post Top Mount CLEAR ACRYLIC LENS (USE COATED LAMPS) CLEAR LENS, TYPE 2 HORZ. CUTOFF REFLECTOR CLEAR LENS, TYPE 3 HORZ. CUTOFF REFLECTOR CLEAR LENS, TYPE 5 HORZ. CUTOFF REFLECTOR POST TOP FIXTURES: The standard cast fitter slips over a 5 inch diameter pole. DIMENSIONS POST TOP 22 •DIA x 41" 560MM DIA X 1040MM ARM MOUNTED 22 "ola x 36" 560MM DIA. x 915MM WEIGHT: 52 POUNDS EPA: 3.45 ALN445D Top Mounted Arm or Pendant \` ALN 445DC ALN 445D -H2 ALN 445D -H3 ALN 445D -H5 CLEAR ACRYLIC LENS CLEAR LENS, TYPE 2 HORZ. CUTOFF REFLECTOR CLEAR LENS, TYPE 3 HORZ. CUTOFF REFLECTOR CLEAR LENS, TYPE 5 HORZ. CUTOFF REFLECTOR Options LDL HSS -L HSS -R CHM CND TNA MAT PMC 347 Lightly diffused lens for fixture models with a clear lens, refractors or reflectors. House side shield for fixtures with glass refractors or clear lens only, consist of three field installed panels attached to the inside of the lens. Installing all three panels blocks 180 degrees of the lens. House side shield for fixtures with reflectors is factory installed. Glass chimney with brass holder. 3 lamp candelabra with polished brass holder. Lamps included. For decora- tive purposes only. Not electrically wired. Tenon adapter 4' (100mm) tall with six s.s. set screws. Specifiy the od of the pole or tenon (by others). Mast arm adapter for a ALN445D slips over a 2 " /52mm diameter pipe and is secured with four stainless steel set screws. Pendant kit for ALN445D includes with canopy and 36" of brass chain. 347 volt HID ballast 9 DIMENSIONS ARM MOUNT 22 "DIA x 36" 560MM DIA. x 915MM WEIGHT: 52 POUNDS EPA: 3.45 • • 24 FEET 18 FEET 12 FEEr 6 FEET ~-~~~`~~~" HEAD 2'ALN648PM TSO-DC ALN455 ARM 2-TRA55 CONCRETE • POLE DB8'4F14 BOLLARD D82-5R20 OPTION OHM 6 �OO� 3 1 � � �r.^. �~~~ ALN44O TRA1 DB1 2-4R1 5 BBS4-1 8 • Bruggeman PropPies /Miller Farm /Lake Protection • ImageElevation 0 ai 0 a CD CI 0 N c 0 0 0 ^L 0 0 0 L 0) 2 4) 0 N N N C 0 N Lake Protection Zone • Attachment r w ai 0. fl. o v • Q m 1- • 2 a -1J2N3 w 3� fn CO CO C C:1 .0 • cc3cv��c,�mo 2EEEEE -J -J u)cn›NNNNNN5 3 3 3 N w 2 O 0 N O • E O ea rE O co cp 0 4) OC oE D) O 0) 4-1 Zel (/) a= 0) 0 .- TO' a) ▪ W -o t cc o0)w �32E.E> ' o CO c O L Mco -a J G) • • N Y _ c 'a (0 p %74 0 0 •ew CD CD N • • • lapoW uogena13 /sawadoad uewfiBnas • E V Ft O act CO U_ 1 1 i i • Baldwin Lake