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2011 11-17 PCP
PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER NOVEMNBER 17, 2011 REGULAR SESSION 1. Call to Order: 7:00 p.m. 2. Roll Call 3. Approval of Minutes — October 27, 2011 4. Chairperson's Explanation The Planning Commission is an advisory body. One of the Commission's functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. 5. T J Weber Properties — Thomas J. Weber Planning App. No. 2011 -019 PUBLIC HEARING — Preliminary Plat of Evans Nordby Addition, located at 6000 Brooklyn Boulevard, to replat three (3) existing legal parcels into one large individual platted lot for the Evans Nordby Funeral Home property. 6. ISD 286 — Brooklyn Center Public Schools Planning App. No. 2011 -020 PUBLIC HEARING- Special Use Permit and Site and Building Plan approval to allow the construction of a new youth recreation gymnasium building and future outdoor basketball court to be located on the Brooklyn Center High School campus 7. Other Business 8. Adjournment MINUTES OF THE PROCEEDINGS OF THE PLANNING COMMISSION OF THE CITY OF BROOKLYN CENTER IN THE COUNTY OF HENNEPIN AND THE STATE OF MINNESOTA REGULAR SESSION OCTOBER 27, 2011 CALL TO ORDER The Planning Commission meeting was called to order by Chair Pro Tern Kara Kuykendall at 7:05 p.m. ROLL CALL Chair Pro Tern Kara Kuykendall, Commissioners Rachel Morey, Michael Parks, and Stephen Schonning were present. Also present were Councilmember Carol Kleven, Secretary to the Planning Commission Tim Benetti, Director of Business and Development Gary Eitel, and Planning Commission Recording Secretary Rebecca Crass. Sean Rahn and Carlos Morgan, were absent and excused. Stan Leino was absent and unexcused. APPROVAL OF MINUTES — October 13, 2011 There was a motion by Commissioner Morey, seconded by Commissioner Parks, to approve the minutes of the October 13, 2011 meeting as submitted. The motion passed unanimously. CHAIR'S EXPLANATION Chair Pro Tern Kuykendall explained the Planning Commission's role as an advisory body. One of the Commission's functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. APPLICATION NO 2011 -018 — BRETT HILDRETH (720 COMPANY LLQ Chair Pro Tern Kuykendall introduced Application No. 2011 -018 a request for Preliminary Plat approval of Evergreen Villas to replat two existing parcels into two (new) platted lots, located at 720 and 800 69 Avenue North. Mr. Benetti presented the staff report describing the location of the property and the proposal. He explained that the applicant intends to create a small sized lot for the existing residence at 720 69 Ave N and the remaining larger parcel will be identified as 800 69 Avenue N and used for future residential development, however, the applicant does not have any plans at this time for future development of the parcel. Mr. Benetti further explained that although 720 69 Avenue N will lose a large portion of land area, minimum lot standards and setbacks requirements will be met by the newly created parcel. PUBLIC HEARING — APPLICATION NO. 2011 -018 There was a motion by Commissioner Morey, seconded by Commissioner Parks, to open the public hearing on Application No. 2011 -018, at 7:15 p.m. The motion passed unanimously. Chair Pro Tern Kuykendall called for comments from the public. 10 -27 -11 Page 1 The applicant, Mr. Brett Hildreth, addressed the Commission and stated that he had not seen the report before tonight and asked for some clarification on the report. He asked when the report had been finalized since he saw some surprises, specifically with the sewer lines. Mr. Benetti stated that the reports had been finalized last Friday and apologized if he had not received a copy. Mr. Benetti explained that Public Works informed him that the sewer line would not be allowed to run through another property but could possibly be accomplished with an easement. Mr.. Hildreth also asked if the dedicated right of way along 70 Avenue along the sidewalk was standard. Mr. Benetti responded that it is standard procedure. Mr. Hildreth asked that since there were some issues to address with Engineering, would he be able to have the preliminary plat and final plat reviewed for approval by City Council at the same time. Mr. Eitel responded that the final plat is filed with Engineering, however, city ordinances require that a preliminary plat approval must precede the final plat process. Mr. Hildreth asked if moving the sanitary sewer could be done at a later date. Mr. Benetti stated that the he would work with the applicant and Engineering to resolve the issue of the sanitary sewer and would hope that they could achieve resolution with an easement. Commissioner Parks asked if the applicant had any idea regarding future plans for the larger lot. Mr. Hildreth explained how the lot would be laid out and demonstrated how the sewer sanitary could be serviced to the new lot. He further explained that with the development market relatively distressed right now, he would hope that when the market rebounds, he would be able to create a single family development with some new housing, possibly three to five years down the road. Commissioner Parks asked if there were any old growth trees on the lot. Mr. Hildreth responded that there are trees that are approximately 10 to 20 years old. No other persons from the public appeared before the Commission during the public hearing on Application No. 2011 -018. CLOSE PUBLIC HEARING There was a motion by Commissioner Morey seconded by Commissioner Schonning, to close the public hearing on Application No. 2011 -018, at 7:31 p.m. The motion passed unanimously. The Chair Pro Tem called for further discussion or questions from the Commissioners. The Commissioners interposed no objections to approval of the Application. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION RESOLUTION NO. 2011 -013 There was a motion by Commissioner Morey, seconded by Commissioner Parks, to approve Planning Commission Resolution No. 2011 -013. 10 -27 -11 Page 2 Voting in favor: Chair Pro Tern Kuykendall, Commissioners Morey, Parks, and Schonning. And the following voted against the same: None The motion passed unanimously. The Council will consider the application at its November 14, 2011 meeting. The applicant must be present. Major changes to the application as reviewed by the Planning Commission will require that the application be returned to the Commission for reconsideration. DISCUSSION ITEM: BROOKLYN BOULEVARD CORRIDOR STUDY Mr. Eitel stated that staff would like to initiate an open discussion with the Commission to identify key areas through the Brooklyn Boulevard corridor area, specifically the "Upper Region ". He added that although SRF has tentatively identified planning and design issues, staff would like to ensure that the Planning Commission remains an integral part of this study. A number of issues to be studied include land use, driveway and access connections, right of way design, sidewalk and trail connections, signage, streetscape, landscaping and similar enhancements, and a variety or other issues. Mr. Eitel explained some of the existing properties in the area of 65 and Brooklyn Boulevard that are currently zoned residential and could be combined to create a commercial development. He then described the parcels on the west side of Brooklyn Boulevard that contain two commercial properties with an apartment complex behind it and Garden City Elementary on the east side of Brooklyn Boulevard. He further pointed out various residential properties along Brooklyn Boulevard and pointed out each property's driveway is accessed. He further explained how the study will target problem areas like this one and propose resolutions to create better, safer access along Brooklyn Boulevard. OTHER BUSINESS: There was no other business. ADJOURNMENT There was a motion by Commissioner Morey, seconded by Commissioner Schonning, to adjourn the Planning Commission meeting. The motion passed unanimously. The meeting adjourned at 8:11 p.m. Chair Recorded and transcribed by: Rebecca Crass Recording Secretary 10 -27 -11 Page 3 Application Filed on October 10, 2011 City Council Action Should Be Taken By December 9, 2011 (60 Days) Planning Commission Information Sheet Application No. 2011 -019 Applicant: T.J. Weber Properties, LLC Owner: Thomas J. Weber Location: 6000 Brooklyn Boulevard Request: Preliminary Plat of "Evans Nordby Addition" INTRODUCTION The applicant, Thomas Weber, on behalf of T.J. Weber Properties, LLC, is seeking Preliminary Plat approval to replat three (3) existing legal parcels into one large individual platted lot for the Evans Nordby Funeral Home property. The funeral home building is located on 6000 Brooklyn Boulevard, and the two parcels owned by Mr. Weber are located immediately to the north of the building site. Pursuant to City Code Section 35 -540. COMBINATION OF LAND PARCELS "Multiple parcels of land which are contiguous and adjacent and which are proposed to serve a single development use and which are under common ownership shall be combined into a single parcel through platting or registered land survey." The three individual parcels to be platted under this plat process are indeed contiguous; serve a single development (i.e. the funeral home); and are under common ownership of Mr. Weber (owner of Evans - Nordby Funeral Home). A public hearing has been scheduled and notices to surrounding property owners have been sent. BACKGROUND In the fall of 2002, the owners of Evans - Nordby installed an asphalt parking lot on the two lots to the north of their funeral home, without approval from the City and proper permits being issued. Apparently, there was a misunderstanding as to what could be constructed on these lots after the site was used as a staging area by a separate contractor retained by the City to construct street improvements in the neighboring area. The City, at that time did not object to a base being laid for an eventual parking lot as part of restoring the site following its discontinuance as a staging area. However, it was expected that plans for drainage, grading, storm sewer, landscaping and screening would be submitted for approval before construction of the lot. Evans Nordby Addition - PP Page 1 of 3 11 -17 -11 In July 2003, Thomas Weber, acting on behalf of Nor -Web LLP, received approval of a Special Use Permit to construct, what was technically considered then an off -site accessory parking lot for the Evans - Nordby Funeral Home. The parking lot was (and still is) located on the two vacant parcels immediately north of the funeral home site. One of the key requirements or conditions of approval of this special use permit approval was the owners had to replat the three parcels into one single parcel of land or platted lot. The approval and completion of this plat request shall fulfill the requirements made under the special use permit approvals. ANALYSIS The properties under consideration are all zoned C -1 (Service /Office) and are located on the east side of Brooklyn Boulevard, north of 60 Avenue. The properties are bounded on the north by R -5 (Multiple Family Residence) zoned property containing an apartment building and a walkway connecting the apartment property to sidewalk along Brooklyn Boulevard. A BP gasoline station on C -2 (Commerce) zoned property is located immediately to the north of the walkway. To th as of the site i Bar Avenue North with single-family homes on the e east e t s Beard opposite side of the street. To the south of the sites is 60 Avenue with C -1 zoned land on the opposite side of the street. Along the west is Brooklyn Boulevard with single - family homes on the opposite side of that street. When the SUP was considered in 2003, it was noted that City Zoning Ordinance requires commercial off - street parking areas must be screened if located across from residential zoned properties, or if abutting residential properties. Said screening and landscaping must be approved by the City Council. A minimum 6 ft. high opaque screen fence or other device as approved by the City Council is required in such cases. The Planning Commission recommended and City Council approved the current screening plan that called for combination of 5 -foot high, opaque screen fencing in 10 -ft. sections, interspersed with Blue Spruce Trees along Beard Avenue. The proposed plat also calls for the easterly segments of all three parcels to be dedicated as future right -of -way for Beard Avenue North. This 30 -foot section appears adequately cover the physical roadway, street boulevard and sidewalk in this area, and is typical whenever original, unplatted parcels along roadway systems contain such physical roadway surfaces and boulevard i areas. The dedication of this 30 -foot section does not affect or undermine the overall use and development of this funeral home site. There are no other dedications needed or requested from the adjacent Brooklyn Boulevard or 60 Avenue North rights -of -way. City Engineer in his review is requesting the Owner /Applicant to provide or dedicate 10 -foot drainage and utility easements along the outer perimeter of the plat, which again is fairly typical and standard in most plat requests. Evans Nordby Addition - PP Page 2 of 3 11 -17 -11 The site is also provided with an unusual or not typical amount of accesses or driveways to serve this site, with two driveway /access points off Brooklyn Boulevard, and three access points onto 60 Avenue N. The City Engineer indicated in his review memo a recommendation that the Owner close the southwest driveway onto 60 Avenue and the two driveway /accesses onto Brooklyn Boulevard. The two remaining easterly driveways or access points could adequately serve this site if necessary; however, this is only a recommendation — and not a requirement or condition of approval by the City Engineer. Should the Owner agree to one or more of these recommendations, the City Engineer's would gladly work with the Owners to facilitate these closures. For all intents and purposes, this is a fairly simple and standard replatting request. The new larger lot to be created will not impede any orderly growth of the neighborhood or cause any increased impact on local services. The Plat appears to meet all minimum requirements set forth under City Code Chapter 15 — Platting. RECOMMENDATION Staff recommends the Planning Commission adopt the attached Resolution No. 2011 -14, which comprehends the approval of Planning Application No. 2011 -019, which proposes a Preliminary Plat of Evans Nordby Addition, subject to the following conditions and allowances: 1. The final plat shall be subject to review and approval by the City Engineer. 2. The final plat shall be subject to the provisions of Chapter 15 of the City Ordinances. 3. The Owner /Applicant shall provide an updated certified abstract or title or registered property report to the City Attorney and City Engineer for review at time of final plat application. 4. The Owner /Applicant shall provide a 10 -foot drainage and utility easement on all exterior lot lines. ATTACHMENTS • Aerial /Location Maps • Preliminary Plat of Evans Nordby Addition • City Engineer's Review Memo (dated 10/25/2011) • Planning Commission Resolution No. 2011 -14 Evans Nordby Addition - PP Page 3 of 3 11 -17 -11 LOGISMap Output Page 6142 3507 3501 I ±3413_ 3409 3379 3313 3307 +� 3301 /3279 A '�F l� 1 32733207 6136 6937 613E 3378 3312 3306 J �� 320 6130 1 3300 r' T' 6727 �` (j � f J 3216 1 � 6120 __... .._.�_ ! J 3212 ! 6724 1 '-- �_J J 06 � 3313 1 32 fit 98 f'+ , 3w,�...... _- J 5i 0 3311 -( y~ 6107 l 1\ 3219 3213 6190 1 3306 i - 3fiY10 s -- 6109 '� 3606 _ f 6100 6107 J 3 �J 3307 7 3201 � J � ) Vftnod W Park - �� ' 22 22 / j f w _ ... 61ST AVEN K 6700 tai 6049 6048 3378 3312 3306 3300 3218 3272 3206 6045 \ I _ -- 7- 60A2 14 6707 _.. 818TAVEN ---- .._.___. 3701 a 6094 3E01 3713 3707 t 6037 3319 6025 6634 6025 i 6031 22 6018 6019 - 6018 6019 3792 3706 3700 3618 3692 3606 � } BOX ~- -^6024 � 6025 22 12 6013 6612 E013 __. COW80DORE DR ,�- 6078 6019 6007 '... 6006 8007 \ I 607E � 6000 3707 3701 3619 3613 360) 6{773 6000 6007 8000 6007 6012 6013 6012 I _ BOTH AVE N - 6006 6007 6006 3937 5941 5995 5949 5963 6004 I ` ` 5'698 5909 6000 6001 59W 599:4 5992 5903 5 6000 850 __. .. ADWRAL LNN ... _. _. _.... Y ,- 5936 5937 5936 5937 f l 2\ 54'16 5 5940 5944 5908 5962 5918 5930 w 5930 5931 W 5930 5931 i t m ) !� 5928 1, .�. p 5924 5925 5924 5925 1 ��~ 5629 yp 5924 k' O r l ,� 5913 5917 5921 5925 5929 5998 5919 t 5918 5919 5969 }- - f 5920 5972 5913 5912 5913 6012 6 5ws 5906 5907 52M 5907 6916 — 5900 5901 5900 5901 =.—W wibAr WS Cc�sigttC}tOWGIS 705 �A47 L, 6 LOCATION MAP 6000 BROOKLYN BLVD. http:// gis. logis. org /LOGIS_ArcIMS /ims ?ServiceName =bc logismap _ovsde &ClientVersion =4.0& Form = True &Encode= False[11 /10/2011 1:47:42 PM] LOGISMap Output Page 610 3306 3301 22 22 61ST AVE Of 1 6101 18T AVE 6044 6037 33 6073 6011 6010 .6031 p 72 ,. i� �a601 am ?? 8017 � 8024' 8019 ti 6018. 6000 6013 6012 m �GOp VEN EN Y o 8007 C 6008 W m 3966 6007 M1 + 1041 3966,„ 'ADURAL LN N . 5638 Mmaa C4vvticf LOGS G52005 SITE AERIAL MAP EVANS - NORDBY FUNERAL HOME 6000 BROOKLYN BLVD. http: / /gis.logis.org /LOGIS ArcIMS/ ims? ServiceName= bc_ logismap _ovsde &ClientVersion =4.0& Form = True &Encode= False[11 /10/2011 1:43:43 PM] MEMORANDUM DATE: October 25, 2011 TO: Tim Benetti, Planning and Zoning Specialist FROM: Steven L. Lillehaug, Director of Public Works /City Engineer Bruce Johnson, Engineering Technician Supervisor SUBJECT: Public Works Preliminary Plat Review— EVANS NORDBY ADDITION Public Works Department staff reviewed the preliminary plan submittal dated October 20, 2011, for the proposed EVANS NORDBY ADDITION and have the following comments: 1. An updated certified abstract of title or registered property report must be provided to the City Attorney and City Engineer for review at the time of the final plat application (within 30 days of release of the final plat). 2. Provide a 10 foot drainage and utility easement on all exterior lot lines. 3. Recommended to close the southwest driveway onto 60` Avenue due to poor location and safety issues. 4. Recommended to close the driveways onto Brooklyn Boulevard for regional corridor access control. Two driveways on 60` Avenue would remain and be adequate for this site. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. The preliminary plan (site plan and preliminary plat) must be developed and maintained in substantial conformance with the referenced plans, unless modified by the staff recommended conditions above. Subsequent approval of the final plat may require additional modifications based on engineering requirements associated with final design of the water supply, storm drainage, sanitary sewer, final grading and geometric design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. Commissioner introduced the following resolution and moved its adoption PLANNING COMMISSION RESOLUTION NO. 2011 -14 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2011 -019, A REQUEST FOR PRELIMINARY PLAT APPROVAL OF EVANS NORDBY ADDITION SUBMITTED BY THOMAS J. WEBER ON BEHALF OF T.J. WEBER PROPERTIES, LLC i� WHEREAS, Planning Commission Application No. 2011 -019 submitted by Thomas J. Weber on behalf of T.J. Weber Properties, LLC requesting approval of a Preliminary Plat approval of a subdivision to be titled Evans Nordby Addition, which is a replat of three contiguous parcels generally located and addressed as 6000 Brooklyn Boulevard; and WHEREAS, this plat is being requested to create one lot for the benefit of the existing Evans - Nordby Funeral Home business located at 6000 Brooklyn Boulevard; and WHEREAS, the Planning Commission held a duly called public hearing on November 17, 2011 at which time a staff report and public testimony regarding the preliminary plat of Evans Nordby Addition were received; and WHEREAS, the Planning Commission has determined during its review of this preliminary plat submitted with Planning Application No. 2011 -019, that said plat is in general conformance with City of Brooklyn Center's City Code Chapter 15 — Platting; and NOW, THEREFORE, BE IT RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center to recommend to the City Council that Application No. 2011 -019 submitted by Thomas J. Weber on behalf of T.J. Weber Properties, LLC requesting approval of a Preliminary Plat approval of a subdivision to be titled Evans Nordby Addition, be approved based upon the following considerations: 1. The final plat shall be subject to review and approval by the City Engineer. 2. The final plat shall be subject to the provisions of Chapter 15 of the City Ordinances. 3. The Owner /Applicant shall provide an updated certified abstract or title or registered property report to the City Attorney and City Engineer for review at time of final plat application. 4. The Owner /Applicant shall provide a 10 -foot drainage and utility easement on all exterior lot lines. 1 of 2 Date Chair ATTEST: Secretary I I The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. 2 of 2 1 - -POINT OF BEGINNING - ` t SUBJECT PROPERTY The North 76.64 fat of the South 536.48 flea ofLot 40, and inn North ofa feet o , an South ct m 84 feet of Loa 40, Auditors Subdivision No. 216, Hennepin County, Minnesota, measured along Ilse E line ofwid Let and with the Noah and South lion limited to the South Jim ofsaid Lm, and subject to the rights of the public over the Westerly 33 fed thereof for mad purposes. a )� _ U NOT& This legal description should exttpt the property deeded W the State of Mimnesom is Document No. 3392376 (also ties rote below}' N w -South line of Sec. 34, rap. 119. Rag. 21 _ S.E. Conant o/ sec 34, Tip. 11$ Rng. 21. AND m -- -- -� - - - - - - - - - - --��- _ - _ _ TheNsah 76.64 fectoftlte South 613.12 fad ofLa 40, Auditor's Subdivision No .216, as measured an the cea lineofsaid kuamd with die smrth and south Hocs parallel to the south line of said for - 830.70 - ''t �••- - -- N89 "W 1734.87 Mass -- N89 ; \ 1 1741.08 Deed N.E 6'ornm o/ $ec. O$ Trp. r18, Rng. 2L Excepting therefrom that pan ofsaid tines which list southwesterly ofa line inn pa elld with -d distant 42 fat nonhestmly oEthe tollowingder:ai6ed line tYitness Corner to the North 1/4 Comer of Sec. 34, Tp. '$• - Fro p ointonthesoum line 0fSectmn34,Tgwmdip 119North, Range2l Westdtstem 1741.08 fedwestorth<somheesl mmcrthereof,rut aoahwstterlydanangic of 68 degrece 0l muutes523 wands .3 A Coal bon pp\ de O ?JN with said south section lintfor4 32. 38fati othepointofbegismingofthelinetobedescribed; thnueinnsoutheas ong erly. ltheIwtde scribe dcame for100fen; thencede0cetmthesightona2degree00 1 minute curve(delta angle 17 degrees 20 minutes 3S.2 asconds) fan 867.16 fact and Nacre terminating. Oro eoe I AND ~ I 6 �y _ I.ot40, Auditofs Subdivision No. 216, lying north ereo Ofthe South 613.12 fed th[mmsurc cast Jim o. the lac ofsnid lot and with M itxs Nte northasoutb l parallel to the smhJim of said la; O Exceptiagmenefroindur pi af.id-a which led southwesterly ofa lice inn parallel with and dist.ot 42 feet northeasterly ofthn following described line _� t\ W O r From a point the south tiro oCSeesian t Township o f fit 21 West distant eel, th eme 8 fees of the southeast comer a descri mum f r 10 men angle .1768 degrees ei ght mimes sec Z with said south section hie far 432.38 fat l m the point of b ainoin g ofthe line m be described; Ntence in n so southeasterly along the lest described twang 100 ftheme Ibe dlia m the c ri cle 00 ght on a 2 degree 00 must. move (delta angle 17 degrees 20 minutes 35.2 se mis) for 867.16 fat and Ncee, imitating p o 0 N N w I ' NOTES CONCERN [NO THE ABOVE LEGAL DESCRIPTIONS. c.i t o n It appear the prior conveyarcn for SrateTmnk Highway used interim legal descriptions. Th. highway rasp for Smse Track Highway nk Highway N152 bas the distance of 1741.08 crossed out and replaced with ,0 - L m 1734.87 (1981), theenglc of 68 degrees 01 minutes S2.3 seconds crossed out and replaced with 67 degrees 38 minutes 05.-ads, and the distance of 104.54 fen crossed ml and eemaced with 102.12 fat. ¢ � Using the di James Corrective and sagle provided in Dtxu,net, 3392376 would result in the right ofway of State Trunk Highway No. 52 being about 12 feet west ofwhd the 1981 coraxtiom call for Possible 'an". tee in the proble a 1) Cove deeds be obtained gone the Slate ofMinntsma 2) Registering the poperty b ... due. (f-. procedure) 3) planing the property m described and dedicatig tn6c right of way ne j. = e g m I ' the Stara ofMirt -ta. Please consult with an experienced title attorney in discuss the options. e I _ , t ^ _ I RefismotOwner.nd Emumbranas Reprts,Fil. Noce. 230970 and 230871daI ofFebmary 11 i 2011, by Chicago Title lmw ura Conpan{y, famished to us for the subject property. Thelodmingare z Y z J vi L.v l .'. /r I _ n/ r _ reports. H O ¢ w V r i A v n comments ou easerncnts etc. tweed on said repasts arc aumbdas in said tai Y 3 U r F t n n n h 1 n r) n h rR LT Po� ; i, i, .: , i v.- r^ t FikNumber.23087U ¢ O a 2 3 W r tJV. vC v. tvv. t o „ ,OT 1 o n o v o I' $ $3 ° - S7 W 6i. �lvli ":vu;. P,"- ,R,(iP.(a ,..u, I 2)QuitClaim Deedmth .VillaseofBrookly.C- terd.t,d Maylg,1961,..dfifdMg23, 1961, i. 0- k2300.fDCeda,Pege134,.Do -..NO .3290057( "forroodpuposesonly "). cP 315.64 -- Ede of ettnmimins ' EDGE OF WOODCHIPS Said dcwdpion is shown asst 30 foot easement for Beard Avenue, I __ _ t4ufh tine /tot 40 l o 0'l5ubd No. 2i6 0 30 3.) Wetwoty Deed tome State of Minnesota dared December 18. 1962. and filed February 8, 1963, in Book 2380 of Deeds Page 550, as Document No. 3392376. Said document is a warmily aced and should be shown as an excepoon to the subject Property. There is a problem with the description as it does trot coin* with the right ofway showman grc updated highway map in this area. 285.84 Z ' ° Nwtr so.oD I t 47 '7 R P 5 5 /� 0 � , I I 4J Essemmt Grant to me City of Brooklyn Cwt dated September 16, 1971, and filed May 17, 1972, as Document N. 3946721. Said easement far sidewa8: purposes is shown across the wen 10 feet nfIN ` I u / - G Can I G t ' property. Ratan uses the same mcorent descriptiaa for Slate Trunk Highway No. 152. I ties 6 kG I ties 1� s j pR 2 a d File Numbx230871 12 1 at ^ e - nv c E . 2.) Quit Claim Deed by LeRoy M. Howe and Myrtle M. Howe, gmnmrs,rome VBiegeofBrookly. Cents, dated June 11, 1964, and filed July 2, 1964, as 1brnmenthlo. 3483729 (for street purposes) Said h r „ E aspt T . u ' ion is shown as a 30 foot easwmt far Bend Avenue: c, � S ^ '. ' "P:vu LL aPR. TSnvtw I �: Coneret ChG . Ir)r3 ° z 3.) Quit Gain Dad by Bill M. How<and Rum May Howrc, gromoa, to the Village of Brooklyn Cnvcrdamd June 11, 1964, and filed July?, 1964, as Douunant No. 3483730 (far sued puposa), Said I mq L f:• y ( 4 ` � description isshown as a 30 foot -t for BmrdA -- ' A I hsu9 4.)'Easement G an Giant by Bill M. Howe d Rem May Howe, grantors, to the City of Brooklyn Caner (k dated mber 18, 1971, and filed May 17, 1972, m Document No. 3946716 (fix me imiAwim and e I I a � - r reaimensaa ota sidewalk). Said sidewalk e.semmt is shown over, the West 7 fed ofthe properly. The description uxs me sure iunmtat legal description far State Tmdr Highway No. 152 1 1T I Norm me of me South 3.12 feet or audROr's sage ova 216 f o TC 5.) Basemeaa Grant b LeRoy M. Howe and Male M. Ho. tors, to the City ofBrookl n Center dated October 20, 1971, and filed May 17,1972, as Documem No. 3946717 (for and - - - -I - - -- t - Y vc. g!an Y Y Y far the inst I m o$ - 6�l�i }� ` b maimmana ofasidnralk). Saidsidewaik easemwasM1owa over the West ?feet ofiha propeny.Thn ducripuoa uses thesemeiaaomect legal description for SteteTmnk Highway NO. 152. NOTES RE ITEMS IN "TABLE An (AS NEEDED) Im. G ♦Z P 5 I CI o FVa� ..i , r 1.) Mmumemt are shown asfwtd or utdthe comers oftlac boumlaty ofthe property. 4 OW4 y k� 2.) Theaddressoftheprope.yisshow.. x h ul C 5 3.) � Q Tbe wbject property list within Flood Zone)f, areas daemtincd to be outside of0196 annualdmncc Ouodplain, : of R I I m .t• ?: I I I , I according to Hennepin County, Mimnesom (All Jurisdictions), Flood Insurance Rate Map Number 27053CO204F, with bb C Bo d. < I tl c Q anaffective date of September2,20D4. - - w ,��" b ct I d s •. South lira of hue Ninth 76164 feat of the South 613.12 feet of lot's Sued No. 216 �J I W 4,) The ate. afro. subjat property is 89,795 sq.8.m2.06 aacs.Tce men ofthc right of way ofBemd Aven,w N. is �.. y I / I / e a 9,193 sq. it or 0.21 acres. The rut area excluding right of way is 80 ,602 sq. R cf 1.85 emu. 4 I j 6.) Thisinfinmation is from the City ofBtooklyn Ceuerwebsiteand not lhcimurcc According mute City ufBmoklyn bQ w Q a2 M "33„zz once 11 m CmterZxd.g Mep, thesubjem propertyisconed GI, ServicdOfftce Dbarim. F Q s3 M N . - u - Pons M \ Mi.imam build'utg snbacls: •N N I J I C;iii)iviit:v'v.. vKiv [.I I Y Z I Front 35 feet a Rear: 40 fees bw0 r,^s _ (In .• H o r tilde inice- 10 feel 0 30 60 90 GRASS w 2po 216 _ Q Q Side ro MH _ roue 25 feel O e• I n i o m - -- - II I o RE 856.86 Min'wum Perl'ng 8abacks: SCALE IN FEET N o d at IE 850.97 Major momUs 35 fees h .�� 6000 Brooklyn O w 228 t . rrosc H I i I fersaca right a-y: 15 fat ti rs rSl u f � Btv&BmoMyn Center, MN I m x O - +1 I 3 C . �• I ns'n R - - 77tematenumaous ahor Standards and Guideliod,aec the Brookyn CmtnCity Cade for fun6d intonnatiom $ es ° Existing Building as 1 fv KI y . t GRASS :.. 5532 S.F. ,C-1 M jl a •� t o I F 7(a) Buildimgiirome - shown. ° \ LAND _ ' y rf� i vi 1 v i •YV - 7 1 Thes wrc toot. f h exlerie[foot mo[the buildin d level is shown. ,� €� ( rox) q gate GIN g• . lfawd $GAPING } OSCAPIN A r t n� n A t n f` LT. Po LEGEND W LLJ n V V . .: V L� U . ' N V ° 4_ t v cC\ � a j l �+ - I 7(c)The bi ildiag hcighi is shown. J a 8.) Substantial a feawar are shown paerw Denotes Set Iron Pipe. Marked RLS 21729 _ g -" -- - . • .- ROOF FlEV: 1T C' °+ tt� l 0 ( I U '>F ••r • 50 B7 &83 .'3 gI / TI .6697 j 9.)TLemmc90regularstripedpmking spaceswd Oark di.dic.ppdpadaog tip- ,! Denotes Found Iron Pipe _..1 z N i Oco FIRST FLOOR "' •� LT. POLE I TC�B58.¢0 r v d Q a W r ', ° ' F� y,ANp_' ELEV. 857.69ti ; Jam '✓ hwV.m 2.88 i:'i I lls)Utilities shown me per obsened evidence. Denotes Existing Woter Hydrant {Q �� i I d'� I In " 528 , -I Z I� I 1 B' - 1. owNonofundetgromdutildiWattttauresmayvaryfromle nersshownhereon. Additional buried Denotes Exislinq Water Valve Z - O :. I O _ - - -- j tttilima/atroesurst ma be encoumared. No excavations were made during the s of this s m locate buried 63.77- L ANDSCAPING I 1 I E 30 y g P survey Z _ �s Dmoles Existin Sonitor Sewer Manhole Q ,-� _ 1 utiGBes /stnsctues. Before excavazions begin Gopher State OaoCall siauldix eettaned fan vui0emion ofublirytype vMH 9 Y (L W pm ( ` 10 FtlR -� vxs ` MN 1 Iu� I ,god field hulas. QtW Denotes Existing Storm Sewer Manhole U w j (,lJ Z 3 I - I • GRASS VENT NR. s , LL LT. P m I l.� - r I To. Keith L. Nordb nd CWmfe H. Nordby, toesuen ofthe Keith L No Revocable Trust dated Deem ba28, .c9 Denotes Existing Catch Basin Q > w J 2p LANOSC wG 1, E ans-N Y uneml Home, bm; r y C g tde htsuronco C Y Existing Pedestal 'fP wt 30.01 / Y a tdby _ 224.50 tit 2001; Charade H. Nordby and Keith L Nordby, tntaees of the Charlotte H. Nordby Rwomble Trust dated Ucanber slat 28,200 • r adb F • No -Web, LCP• Nordb ittc.•and Nee o T omen . err¢ em Denotes E ' ting Telephone P desta O YO d O 29.34 sw+ . ••six a., /� Denotes Existing Power Pole Z O (A Q Thi iifhhis mtap mpiat and the survey on which h is ase were re ma n a r de icwdetce, with the 2011 1 Minimu Z- N47 -. \" ": This to certy tin t ° m Standard Demi Requirements for ALTVACSM Land Title Surveys,jointly established and adopted by Denotes Existing Guy Wire t- to m ALTA nd NSPS and includes Items 23467(a) 7(bxl ),7(c Q ' I 51 �' a, ,,,,,,), 8 9md l la o ,,f Table A tustot the field work 9 yb Denotes Existing Traffic S Z rb N8 . 26 00 E 254.• 4 9 ( 1 was wnpletodan Jund 5.201E *LT. Par Denotes Existing Light Pole j a 1 es 80TH AVE. N0. m Da eotPlatmMap: June 15, 2011 -t- Denotes Existing Wotermoin W J I OLIVER SURVEYING & ENGINEERING. INC. Q LT PatE a Denotes Existing Sanitary Sewer dsw 1� " -s.- - Denotes Existing Storm Sewer '�1 I �� Denotes Existing Telephone Line i I -_ -- -- -_ -- -- -- -- I Rick M. B La NO 21D)29 -ca r Denotes Existing El SHEET N0. Electric Line -a a Denotes Existing Gas Line OF i --POeT OF ..a ea ... EVANS NORDB Y ADDITION $$ N �.R. " °- _ KNOW ALL MEN BY THESE PRESENTS: That Keith L Nordby and Chadotts H. Nrrby, Trustees of the Keith L Nordby Revocable Trust dated December 2A 2001 and Ch H. � SE can.., of sec a4, T. o. r/9, R.9, 21. 7�T Nordby and Keith L Nordby. Trustees of the Charlotte N. Na+dby Revocable Trust dated December 2A 200L fee owner of the flowing described property "a. his the State of ) �; �5outh r . of sec 34, T.P. n Rng. 2/. _ - l 1V Minnesota, County of Hsrnph, to wit - - - - - - - - ---\,A- - - SM70 �1 -- N89'S3'10'W 1734.87 Zoo` -- The North 7IL64 fa 36 t of tiro South 5.48 fast of Lot 406 and the North 76.84 feet of the South 459.84 dl feet of Lot 40. Autor'.'s Subdivision No. 216. Hennepin County, Minnesota, Nas•s3'so'w °� se'ho',RS 1741.08 Deed N.E corner or sec as T". lie. Bng. 21 measured along the East line of said Lot and with the North W th and South lines parallel to the South The of sold Lot. end subject to the rights of the public over the y 33 feet e. comer to th. ,s, threat for road purpose. E %f�PT d mm that part of the fallowing desrbed b The No" m feet of the mouth 53&46 test of Let 40. Audhar s Subdivision Na 216. measured N 1y4 C.- of an the east line of said lot and with the north and south Maw parallel to the south the of aid lot; which [Me c ' . southwestM of a IM parallel lel with d distant 42 feet s.o. 34. Two. 119, Rng. 1 northeasterly of tins fdlawhg described tins From a point an the line of section 3, township 118 north, ran 21 - west distant 1741.06 fest st an want the northeast corner 2 A Cost Iron o d theroa4 run eoutheaetrly at an angle of 68 degrees 01 minutes 52.3 seconds with said north ssctla One for KI4.34 feet thence deflect to the right at an angle of 17 degrees 20 I� ,tin minutes 352 seconds for 83&92 feet to the point of beginning of the Ise to be dearba& run r northwesterly along the last described course for 2011 fast: thence deflect to the left an a 2 degree 00 minute cures (delta ang1w 17 dogross 20 minutes 35.2 sseand th s)'for 867.15 fast and ere terminating; together with a triangular place adjoining and ` rwrthaskrlyy of the above described strip and southwesterly of the fallowing described Ihr Beginning at a point an the northeasterly boundary of the above described strip, distant ` 20 feat northwesterly of its Intersection with the mouth the of the chow described treat: thence ran southeasterly to a point an sold eorrth e. distant 20 fast westerly of sold Intsreetlan. - 1 GRAPHIC SCALE And that Ndrdryt Imo. a Mhnemob corporation, fee owner and that Keith L No y and Charlotte H. Nrdby, Trustee of tit Keith L Nordby Revocable Trust dated Decembr 2A 2001 , , ( I I 50 0 25 50 700 and Charlotte H. Nordby and Keith L Nordby, Trustees of the Charlotte H. Nordby Revocable Trust doted Daamber 28, 2001. contract purchasers of the following described property I I situated in the State of Minnesota. County of Hennepin, to wit: `.. .. The North 74L84 fast of the South 613.12 fat of Lot 40. Auditor's Subdivision No. 216, as maawred an the east line of acid lot and with the north and mouth Was parallel to the ' 4y ., -, n r LO I TRACT CT ,"� I I 6 one of said lot .,t 1 .�� v_v 1 ; / i inn.. I I SCALE: y INCH 50 FEET I nvv. ii [;v. < i 5 Exempting thermfrarn that part of sold treat which Ilea southwesterly of a the run parallel with and distant 42 feet northeasterly of the following described Ham: , t tore. ( �•i..:. ivv. 1 . � � I d 30 30 From a point an the south the of Section 34. Township 119 North. Range 21 West, distant 1741.06 feet west of the eouthwast cover threat ran northwesterly at m angle of 88 .; i 1 I SB9�57'00'W - - - - - degree 01 minute 52.3 words with said south section line for 43238 tat to the point of beginning of the the to be desrbod; thence run mouthastedy along the last 8'i R.LS0. 7192 described described cauree for 100 feet; thence dbflect to the right an a 2 degree 00 minute are (dd e to angle 17 degre 20 minutes 35.2 seconds) for 667.16 fet and tihere terminating. c .: I k -7= - TR9:F7 . N _ _ AND _ _ - - f �u2 1 , g------ - - - - -2 worth tarL Let 0 216_1 �30� ; I l of A. 7 1 ad I Lot 40. Auditr's Subdvislon No. 216, I1dug north of the Seth 613.12 feet thereof measured an the east the of said lot and with the north and south lines pardlei to the south line ' 42 I m I ` • 1 a of said lot; - w I 1 '3 r 11 I 7`r Excepting theishorn that part of mid treat which We southwesterly of a the run parallel with and distant 42 feet northeasterly of the following described Me: � I o I �� ^ From a point an the south the of Section 34. Tow *dp 119 North. Ran angle i� x I - - - - - For the purposes of this plot, the Range 21 Wet, distant 1741.08 fast. west of the southeast comer thereof, run northwesterly at an of 68 IIN North fine of th. south 61-X12 feet of Audnoes Subd. No, 216 I South line of Sec. 13, Twp. 34, degrees OI min 52 edw utes 3 nds with aid south section the for 432.36 fast to the point of beginning of the line to be described: thence run southwesterly along the last - - - - - - - - - - - described course for 100 feet thence de8set to the right an a 2 degree 00 minute arse (delta angle 17 depress 20 mhate 35.2 wade) 6 de) far 7.16 fat and there terminating. O A ll y ; I I North 89 ° 53'40 ° West. a Rng. 26, is assumed to bear I t .. Nava caused the sans to be surveyed and platted as EVANS NORDBY ADDITION and do hereby dedicate to the public for public use forever the public way as shown an this plaL Nmoo ' % V I W it dedicating to the public for public use forever the easements as eh0wn an this plat ffor drainage and utility purposes only. + ✓ m; LOT I i 0 J U C Denotes County Cost iron monument. In witness shared aid Keith L Nordby and Charlotte H. Nordby, Truster of the Keith L Hordby Revocable Trust dated Deoanbr 28, 2001 and Charlotte H. Nordby and Keith L I ^ s i Nordby, Tna Ch tees of the arlotte H. Nordny Revocable Trust dated December 2A 200, have hereunto sat that hands fhb day of I =�+ h _ - the 20 711 r Sam 1 613.1 1 2 f.et d Audn_ Subd No 216 I _ _..,. 30 70 Denotes a I/2 inch z 14 inch iron monument 41 �""I- with a plastic plug stamped R.L.S. 21729. Ld Keith L Nordby Charlotte H. Nordby sum ' o 11 0 8 I r < \ s I a - State of Mhrroeota. County of QI 1 ; S i Q z The ferisgalng Instrument was acknowledged before me thin day of 20 by Keith L Nardhy and Chalotts H. Nordby, trustees e 1 1 ."•.h i yr ',. =ry 1 I W Z of the Keith L Nordby Revocable Trust dated December 2A 2001 and trustee of tit Charlotte H. Nrdby Rav000ble Trust dated Decembr 21L 200E I t I c s I - - - - Drainage and Utility Easements ore shown i Ain .h c 1 thus: nvv. :]vCv. I NC. vv v t Count U Notry Public - . - oil' E I s Printed Name I , I _ i01 - - - - L- - - -110 IZ y. Minneab 00 1 42 g 10 l 30 1 30 P7 My commission Wires: tan �, `---- -- ------- _.- - - - -_J / L-- �- �' Being 10 feet in width and adjoining .224,50. - 30.01 right -of -way lines, also being 5 feet N In witnae Whereof said Nor�yt Inc. he cooed then presents b W sighed by Its proper officer thin day of 20 $I 28.34 2 �� NM�26 254.51 _. �•� o width and adjoining lot lines, unless i otherwise indicated, as shown on plat. ,- NORDBY INC. I g N 47 ' 400 W m 60TH A ME. N0. O 11 N n CO KIM L Nordby. President State of Minnesota County of I- Tha fiorrgqooinhg Instrument was dhdahoWadgd before me thin day of 20 by Keith L Nordbyi, president of Nordby, Ins., a Minnesota 1 Q arparatWh, an behalf of the arporaticn. I I I I J U Notary Public U i Printed None �\ i County, Minnesota ` I Q My Carunbslan Edlptae J 0 UL i hereby certify that thin plat of EVANS NORDBY ADDITION Is a correct representation of the boundary survey, that all motheatiod data and labels am caraatiY dselgnetd an the TA)PAYER SERVICES DEPARTMENT. HENNEPIN COUNTY, MINNESOTA Flat: that all monuments depicted an the plat have boon or will be correctly set With ar one ye as Indicated an the plat that d water boundaries and wet lands os of the date of . r the surveyor's ertl6ation on sham and labeled an the plat that all public ways are steam and Idroled an the plaL I further certify that this plat was prepared by me or under my I hereby artly that taxes payable In 200_ and prior year have ban paid for land described an this plat Dated this day of 20 cfl drat suprNela and that I am a duly licensed land surveyor under the laws of the Stab of Minnesota. O .IB L Alyea. Hennepin County Auditor _y Rick M. Blau, Licensed Land Surveyor Minnesota Liana No. 21729 By: Deputy Z LL State of Minnesota. County of SURVEY DIMON, HENNEPIN COUNTY. MINNESOTA 3 The faregalng Surveyor's Certi6aate . was acknowledged before me this day of 20 by Rids M. Blom. Lloenssd Land Surveyor. Pursuant to MINN. STAT. Sec 3839.565 (IfM69� this plat has boon approved We day of 20 Notary Public WBlom P. Brown, Hennepin County Surveyor County Minnesota My cammbsion expires: B1s COWTY RECORDER. HENNEPIN COUINTY, MINNESOTA BROOkLYN CENTER. MINNESOTA U I hereby owft that the within plat of EVANS NOROBY ADDITION was recorded In this office this day of 20 at o'clock N O This plat of EVANS NORfW ADDITION was approved and accepted by the City Council of R in Center. Minnesota at a regular meeting thereof hold this day of - 20 H applicable, the written ammante and reoanmondatiana of the CommWbnr of Transportation and the County Highway Enyhhear haw been •� received by the Cry or the prescribed 30 day period has elapsed without receipt of such oaranents and recommendations. an pr&~ by Minn. Statute, Section 60503, Subd 2 Michael H. Cuadf. County Reorder J CITY COUNCIL OF BROOKLYN CENTER, MINNESOTA B Deputy (3 gy; Mayer BY: maw Surviving & Engineering, Inc. Cla rk SHEET I OF 1 SHEETS Application Filed on November 4, 2011 City Council Action Should Be Taken By January 3, 2012 (60 Days) Planning Commission Information Sheet Application No. 2011 -020 Applicant: ISD No. 286 (Brooklyn Center High School District) Location: 6500 Humboldt Avenue North Request: Special Use Permit Amendment and Site & Building Plan Approval INTRODUCTION Independent School District No. 286 (Brooklyn Center) is seeking a special use permit and site and building plan approval to construct a new 62' x 112' (6,944 sf.) recreation center /gymnasium, along with a planned (future) 50' x 84' outdoor basketball court to be installed by others. The new building would be situated on the Brooklyn Center Junior /Senior High School campus grounds, generally between the high school and the football stadium. The special use permit amendment is required due to schools are permitted by special use in the R -1 (One Family Residence) Districts. Although undetermined if the school ever received an original special use permit, the City has acknowledged and approved other similar site and building plan improvements on the school grounds by means of special use amendments. The site and building plan review is necessary for any institutional use (such as schools, churches, etc.) which comprehends any new building or major improvements in the R -1 District as well. A public hearing has been scheduled and notices to surrounding property owners have been sent. BACKGROUND As indicated above, the subject property is zoned R -1 (One Family Residence) and is bounded on the north by R -5 zoned property containing three story apartment buildings; on the east by DuPont Avenue with single family homes, Firehouse Park and the East Fire Station on the opposite side of the street; on the south by 65 Avenue North with an AT & T switching station and single family homes on the opposite side of the street; and on the west by Humboldt Avenue with Winner's Gas Station/Convenience Store, the Pines Apartments and Berean Evangelical Free Church along the opposite street frontage. The school district's proposal comprehends the installation of the new recreational gym building immediately north of their larger parking lot facility, between the main school building and the football stadium/tennis courts. The building has been strategically located between the two drainage basins which were installed a few years ago to accommodate the stormwater runoff from the new 9,000 sf. bus garage and a number of building additions to the main school building, which were all completed in 2003. ISD No. 286 (BC High School) Page 1 of 6 11 -17 -11 ANALYSIS • BUILDING PLANS As indicated previously, the new 62' x 112' building proposed by the school is a relatively inexpensive, pre- engineered, wood - framed and heavy -gage steel clad building supplied by Lester Buildings. The interior will consist of a new 50' x 84' (typical) basketball /sports court, with 5- 5 -1/3' of space along the outer perimeter of said court. The interior will also contain separate, boys and girls restroom facility (without locker -room and/or shower facilities) and a separate 16' x 20' storage mechanical room. Dual swing -out opening doors will be located on the west end to serve as the main entrance, and dual /swing -out doors along the rear (north) wall. The Building Official indicated in his preliminary review of these plans that this building may need additional exits or doorways due to the potential loading or occupancy of such a building. In any event, the installation of additional doors and frames should not be problem with this type of building construction. The building materials will consist of steel- seamed wall panels and steel roof. The proposed westerly end wall and northerly sidewall are shown with a "base trim" wainscoting material along the bottom edges, and upper steel seemed wall panels above. The color schemes for these walls are indicated with a "rawhide" color on the bottom and "slate blue" on the upper walls. The materials on the southerly sidewall (facing 65 Avenue North) and easterly end wall (facing DuPont Avenue) are indicated with " Moderra 8 -in. single score block" along the bottom wainscoting edge and the upper walls with "16 -in. StuccoTex panels ". These materials are also indicated with a rawhide and slate blue color scheme. The metal roof and all doors are indicated with a "white sand" color. It appears in review of the "132" Sidewall Elevation in the Lester Building plan set that the lower "block" material is mis- labeled as Stuccotex panels; this should be revised to reflect the same Moderra 8 -in score block materials on the east end wall (C2). Since the building will contain bathroom facilities, water and sanitary service lines are needed in order to properly serve this accessory building and comply with current building codes. The School intends to extend the water main approximately 165 -feet from the south and through the parking lot, tie into the new gym building, and loop back westerly towards the main school building for a distance of approximately 260 -feet. The sanitary service line will only need a short 30 -foot connection to the existing sewer main located west of the building. A new gas line is also being extended approximately 280 -feet from the main school building to serve the heating systems for the new gym. • ACCESSMARKING No roadway or parking lot access points are proposed for any changes. The site is served by two accesses off 65 Avenue North and an access off DuPont Avenue North. Parking remains unchanged. In 1991 an auditorium, gymnasium and classroom addition was made to this facility. A determination was made at that time that the required parking for the school should be 350 parking spaces based on a one parking space for every three seat ratio for the largest capacity facility at the school. The bleacher seating capacity for the gymnasium was 1,050. No other facility exceeded that capacity. The plan at that time (a Proof of Parking ISD No. 286 (BC High School) Page 2 of 6 11 -17 -11 plan) showed 383 parking spaces on the site. The actual parking count for the facility, given the current parking configuration, is 346 spaces (44 spaces along 65 Avenue; 264 in the lot east of the school; and the ability for approximately 38 spaces on the north side of the site). Parkin g ex could be expanded in the 65 Avenue green strip and the east parking lot could be p expanded to the north of the tennis courts if a shortage of parking is experienced. The City recently approved in 2011, under a typical Site Disturbance permit through City Engineering, the installation of ten (10) new parking spaces to serve the community clinic inside the high school. At this time, the City is not aware of any on -site parking deficiencies at the high school; and therefore believes the current parking arrangement is acceptable. The site plan appears to show a new walkway along the outer perimeter of the future (outdoor) basketball court, connecting the driveway area behind the school over to this existing path. Also shown on the site plan (and evident by the aerial map) is an 8 -foot wide asphalt pathway that serves as a connection between the easterly parking lot and the football /track stadium to the north. It appears this 8 -ft. path will not be affected by the physical placement of the new gymnasium building; however, the placement of the outdoor basketball court would severely impact this important connector between the parking and stadium facilities. Staff would require that should the School or third party install the outdoor basketball court, a condition is made that this path must be relocated and replaced in order to maintain proper and safe pedestrian movements between these two areas. • GRADING & DRAINAGE The applicant has not provided much information related to the proposed grading and drainage to serve this area. The City Engineer has indicated in his review memo a number of items that must be submitted or completed prior to issuance of any building permit, which would be standard under any typical building permit submittal and review. It has been indicated by the ISD representatives that the two drainage basins adjacent to the school and new recreation building are sized to accommodate a lot more storm water run -off and should be adequate to serve this area. • LANDSCAPING/LIGHTING The applicant is proposing no new landscaping or lighting for the site, nor is any additional landscaping being recommended. In 1991 when a major auditorium/gymnasium addition was made to the high school, the site was evaluated for landscaping and additional landscaping was provided at that time. In 2003 approval of the new bus garage and other improvements, no additional landscaping was needed or required at that time and we have determined that no additional landscaping is needed under this plan review. No landscaping is being removed or displaced with this project. The building plans are absent of any lighting, either on the building or near the outdoor court. Any new lighting, especially above doorways, should consist of downcast- cut -off types. Any new lighting proposed for the outdoor court should be minimal or have automatic timers to be turned off at certain times throughout the year. City staff would make an added ISD No. 286 (BC High School) Page 3 of 6 11 -17 -11 requirement that a photometric plan be submitted to ensure new lights meet the City Code standards for brightness and glare. • SPECIAL USE PERMIT STANDARDS Schools are special uses in the R -1 zoning district and are subject to the standards for special use permits contained in Section 35 -220 of the City Ordinances. These Standards for Special Use Permits require that the proposed special use will promote and enhance the general public welfare and not be detrimental to or endanger the health and safety of the public; not be injurious to the use and enjoyment of other property in the immediate neighborhood, nor substantially diminish or impair property values; not impede the normal and orderly development of surrounding property; be designed so as to minimize traffic congestion on the public streets; and conform with applicable regulations of the district in which it is located. Staff believes the installation of the new 62' x 112' foot recreation gymnasium facility, along with the planned or future 60' x 92' outdoor basketball court, is a reasonable and typical expansion for a school campus such as Brooklyn Center's Junior /Senior High School; and that such a building as proposed in this application will not be detrimental to or endanger the public health, safety, morals or comfort. Furthermore, we do not believe that the use will be injurious to other property in the immediate vicinity nor will it diminish or impair property values within the neighborhood. In fact, the new facilities can be considered a positive factor with respect to the neighborhood and the community in general. Staff also believes that adequate measures have been taken to provide proper ingress and egress and that parking on the site is adequate for the uses provided. We do not see traffic congestion on the public streets to be created with this proposed expansion. Furthermore, it g p P p p can be safely stated that the school's gymnasium addition in other respects conforms to the applicable regulations of the district of which it is located. Finally, Staff believes the proposal meets all of the standards for special use permits contained in the City's Zoning m approval of the application. Ordinance and recommend a e rr rr RECOMMENDATION Staff recommends the Planning Commission adopt the attached Resolution No. 2011 -15, which comprehends the approval of Planning Application No. 2011 -020, which proposes a Special Use Amendment and Site and Building Plan approval of a new 62' x 112' recreation center /gymnasium, along with the approval to provide a future 60' x 92' outdoor basketball court as needed and by others, located on the Brooklyn Center Junior /Senior High School campus property, subject to the following conditions and allowances: 1. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 2. Grading, drainage, utility and erosion control plans are subject to review and approval by the City Engineer prior to the issuance of permits. ISD No. 286 (BC High School) Page 4 of 6 11 -17 -11 3. The building shall be equipped with an automatic fire extinguishing system to meet NFPA standards and shall be connected to a central monitoring device in accordance with Chapter 5 of the City Ordinances. 4. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center's current standard specifications and details. 5. All work performed and materials used for construction of utilities must conform to the City of Brooklyn Center standard specifications and details. 6. Inspections for the private site improvements must be performed by the ISD 286 engineer. Upon project completion, the ISD 286 engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the ISD 286 engineer's immediate and direct supervision. The engineer must be certified in the state of Minnesota and must certify all required as -built drawings. 7. A stormwater pollution prevention plan (SWPPP) must be included in the plan set for approval. 8. Provide detail for sanitary sewer service, material, grade, depth and build of manhole. 9. Provide detail on plan for watermain material, valves locations, tees and depth of watermain. 10. Provide first floor elevation of the gymnasium. 11. Provide elevation of outdoor court. Show it in relation to the storm sewer line running between the two ponds. 12. Show grading limits for the court and gym. 13. Show impacts to bituminous parking lots. 14. Show typical section for all bituminous parking lot repairs. 15. Show pedestrian connection to gym and outdoor court. 16. If the 8 -ft. hard- surfaced pathway located on the east edge of the new gymnasium is impacted by the installation of this new building or future outdoor basketball court (even by others), this path must be replaced, relocated and /or repaired to maintain safe pedestrian movements between the parking and stadium areas. 17. Sheet 2 of the Lester Building plan set must be revised to indicate the "132 Sidewall" material on the lower part to be "Moderra 8" Single Score Block" materials. 18. The special use permit amendment comprehended under this application is granted for the construction of a new 62' x 112' (6,944 sq. ft.) recreational gymnasium building, and allowance to install a 60' x 92' hard surface pad to accommodate a standard 50' x 84' outdoor basketball court. Any other future expansion or alterations deemed by City Planning Staff to be minor in nature or considered accessory or ancillary to the general, typical and overall operations of the Brooklyn Center Junior /Senior High School campus, shall not be subject to any future special use amendment, but may be subject to additional site and building plan application and consideration. ISD No. 286 (BC High School) Page 5 of 6 11 -17 -11 19. Upon project completion, the applicant must submit an as -built survey of the property, improvements and utility service lines and structures prior to release of the performance guarantee. ATTACHMENTS • Aerial/Location Maps • City Engineer's Review Memo (dated 10/25/2011) • Planning Commission Resolution No. 2011 -14 • Site Plan • Lester Building Plan Set (abbrev.) ISD No. 286 (BC High School) Page 6 of 6 11 -17 -11 LOGISMap Output Page City of Brooklyn Center 69TH #YE X Ls9md 15OM0M9d ffaYn a9TH t gYtt 1 N N t k i aMN N wwwmpM ftww.rr um.. a a9naa. .7"tN I.a M ❑ •arks "TH AYE N ❑ � n 20/f A*" MA. HUI9BOtU)T Pl N 67TH AVE N y. Y 67TH AYE N M1 W 2 y � Y C t tF Z ` 09TH AVE N f: FiwNww` a FREEWAY. BLVD r � s aB HWY252 TO tAlB ia4,rae HWY252 TO 88 HWY760 tNTEA.TA71'. 694: r ark b< la WaivaTOaBHWrloo BA. `t - : INTERYGTE fL um�e»+*�s. cmn�wlgwrnc�mt � �< aco o ` B BR ROOKLYN , ENTER i http:// gis. logis. org/ LOGIS_ArcIMS /ims ?ServiceName =bc logismap _ovsde &CIientVersion =4.0 &Form= True &Encode= False[I1 /10/2011 4:22:35 PM] LOGISMap Output Page l7TMAYE N ^W4 } ,t M ' y g R Z FREEMM4Y8lYD ..abTHAYEN TM M M,q vutlbdxgl MtA9d CgR*^geiGF tOp SIX5270.5 � Approximate location of new Gym Building http:// gis. logis. org/ LOGIS_ ArcIMS /ims ?ServiceName= bc_logismap _ovsde &ClientVersion =4.0& Form = True &Encode= False[11/10/2011 PM] s. v t- S 4 K � v i W7 it a Al x n a I S AS: Ig ,' >�< .;� s s t S�� � � � �, 4. ' ��� �: � � �q�l 'li� s � ,. c t �, �pi � ��� C1 � � � � x. ^�� „:., � `�” �� � s ' �� 4 .� r �� �� 1 "` �;, + I < 'ra "» �r �� f � I! � �� #��� %� * ' ,��r 4 S �� j # ) �� ���� � „ V. III § ! � � i �. GI �, "�(� ��Cy�V I� � ��i�i� � I" ' 4 � X44 " �I� I *�*�r '' r, f _ � ly f.,: ' r ,:- 1. ° 's . � �.� ' . �' .W t ���?, ..' _ . � _ c�iM� ��� ���� � ` �.. ,��`` "�, w"��4� `� ,k .� ,, � �. 4!i 1i f � / p !°F'b4� ,��.i�g/a n „`� 0 �. a ��� .. i ' %�'.��i' i 5afitll,N37 q E V "'�' ms's} � .:•x #i. - ".""" _ ME m y .. a. m MEMORANDUM DATE: November 7, 2011 TO: Tim Benetti, Planning and Zoning Specialist FROM: Bruce Johnson, Engineering Technician Supervisor SUBJECT: Site Plan Review — ISD 286 - Gymnasium and Outdoor Court Public Works Department staff reviewed the following preliminary documents submitted for review for the proposed ISD 286 - Gymnasium and Outdoor Court: • Building plans dated October 17, 2011 • Site plans dated November 3, 2011 • Received for review November 7, 2011 Subject to staff approval, the site plan must be developed and maintained in substantial conformance with the referenced plans, unless modified by the staff recommended conditions below: 1. All work performed and materials used for construction of utilities must conform to the City of Brooklyn Center standard specifications and details. 2. Upon project completion, the applicant must submit an as -built survey of the property, improvements and utility service lines and structures prior to release of the performance guarantee. i 3. Inspections for the private site improvements must be performed by the ISD 286 engineer. Upon project completion, the ISD 286 engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the ISD 286 engineer's immediate and direct supervision. The engineer must be certified in the state of Minnesota and must certify all required as -built drawings. 4. A stormwater pollution prevention plan (SWPPP) must be included in the plan set for approval. 5. Provide detail for sanitary sewer service, material, grade, depth and build of manhole. 6. Provide detail on plan for watermain material, valves locations, tees and depth of watermain. 7. Provide first floor elevation of the gymnasium. 8. Provide elevation of outdoor court. Show it in relation to the storm sewer line running between the two ponds. 9. Show grading limits for the court and gym. r ISD — 286 Gymnasium and Outdoor Court Page 2 of 2 Site Plan Memo, November 7, 2011 10. Show impacts to bituminous parking lots. 11. Show typical section for all bituminous parking lot repairs. 12. Show pedestrian connection to gym and outdoor court. The aforementioned comments are provided based on the information submitted by the applicant at the time of this review. Other guarantees and site development conditions such as site plan as- built drawings, site performance agreement, financial guarantee, etc. will be prescribed prior to the issuance of permits. G:\Engineering \Development & Planning\ACTIVE Development Projects\BC High School gymnasium -201 I\Plans & Specs \l 11107 Plan Review Memo Commissioner introduced the following resolution and moved its adoption PLANNING COMMISSION RESOLUTION NO. 2011 -15 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2011 -020, A REQUEST FOR SPECIAL USE AMENDMENT AND SITE AND BUILDING PLAN APPROVALS FOR INDEPENDENT SCHOOL DISTRICT NO. 286 TO CONSTRUCT A NEW RECREATIONAL CENTER/GYMNASIUM AND OUTDOOR BASKETBALL COURT FACILITIES WHEREAS, Planning Commission Application No. 2011 -020 submitted by Independent School District No. 286 requests approval of a Special Use Amendment and Site and Building Plan approvals for a new 62' x 112' recreational center and gymnasium, along with an approval to install a future 50' x 84' outdoor hard - surfaced basketball court by others (as needed or when funding becomes available), for the property generally recognized as the Brooklyn Center Senior /Junior High School campus, addressed as 6500 Humboldt Avenue North; and WHEREAS, the City of Brooklyn Center believes ISD No. 286 received an original special use permit in 1961 when the school originally was built and developed, and which permit allowed over the last 50 years the development of the 35.5 acre school property site with those physical improvements seen today, such as the main senior /junior high school building; bus garage; football stadium and running track; tennis courts; baseball /softball diamonds; and outdoor parking facilities; and WHEREAS, on January 27, 2003, ISD No. 286 received approval of Planning Application No. 2003 -001, which comprehended an amendment to the original special use permit to allow the construction of a 9,000 sq. ft. bus garage and various other additions to the Senior /Junior High School facilities, and also included the Site and Building Plan approval of said building and additions, and also included a condition of approval that any other expansion or alteration of the facilities not comprehended by this approval shall require an additional amendment to the special use permit; and WHEREAS, this Planning Application No. 2011 -020 comprehends the allowance of installing a new recreational center /gymnasium building and outdoor basketball court under the general standards and provisions of a special use permits, contained in Section 35 -220 of the City Ordinances, which provide that any proposed special use (or amendment to) will promote and enhance the general public welfare and not be detrimental to or endanger the health and safety of the public; not be injurious to the use and enjoyment of other property in the immediate neighborhood, nor substantially diminish or impair property values; not impede the normal and orderly development of surrounding property; be designed so as to minimize traffic congestion on the public streets; and conform with applicable regulations of the district in which it is located; and 1 of 4 WHEREAS, the Planning Commission determined the installation of the new 62' x 112' (6,944 sq. ft.) recreation gymnasium facility, along with the planned or future 60' x 92' outdoor basketball court (by others), is a reasonable and typical expansion to a school campus such as Brooklyn Center's Junior /Senior High School; and that such a building as proposed in this application will not be detrimental to or endanger the public health, safety, morals or comfort of the users and citizens of the community; and that the use will not be injurious to other property in the immediate vicinity; and the new facilities will not diminish or impair property values within the neighborhood; and the new facilities are considered a positive factor with respect to the neighborhood and the community in general WHEREAS, this Planning Application No. 2011 -020 further comprehends the allowance to construct a new 62' x 112' (6,944 sq. ft.) recreation gymnasium facility, along with the approval to install a typical 50' x 84' outdoor hard- surfaced basketball court (by others), as shown on the site plan date /stamped November 3, 2011 and those building plans submitted to the City date stamped October 24, 2011; and WHEREAS, the Planning Commission conducted a duly called public hearing on November 17, 2011 at which time a staff report and public testimony regarding the special use amendment as submitted by ISD No. 286 and presented under Planning Application No. 2011- 020, were received and fully considered; and WHEREAS, the Planning Commission also reviewed and considered during this same November 17, 2011 meeting, the site and building plans submitted by ISD No. 286 under Planning Application No. 2011 -020, and found these plans to be in compliance with the general standards and provisions provided under City Zoning Ordinance Section 35 -230 — Plan Approval; and NOW, THEREFORE, BE IT RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center to recommend to the City Council that Application No. 2011 -020 submitted by Independent School District No. 286 requesting approval of a Special Use Amendment and Site and Building Plan approval of a new gymnasium and outdoor basketball court, be approved based upon the following considerations: 1. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 2. Grading, drainage, utility and erosion control plans are subject to review and approval by the City Engineer prior to the issuance of permits. 3. The building shall be equipped with an automatic fire extinguishing system to meet NFPA standards and shall be connected to a central monitoring device in accordance with Chapter 5 of the City Ordinances. 4. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center's current standard specifications and details. 2 of 4 5. All work p erformed and materials used for construction of utilities must conform to the City of Brooklyn Center standard specifications and details. 6. Inspections for the private site improvements must be performed by the ISD 286 engineer. Upon project completion, the ISD 286 engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the ISD 286 engineer's immediate and direct supervision. The engineer must be certified in the state of Minnesota and must certify all required as -built drawings. 7. A stormwater pollution prevention plan (SWPPP) must be included in the plan set for approval. 8. Provide detail for sanitary sewer service, material, grade, depth and build of manhole. 9. Provide detail on plan for watermain material, valves locations, tees and depth of watermain. 10. Provide first floor elevation of the gymnasium. 11. Provide elevation of outdoor court. Show it in relation to the storm sewer line running between the two ponds. 12. Show grading limits for the court and gym. 13. Show impacts to bituminous parking lots. 14. Show typical section for all bituminous parking lot repairs. 15. Show pedestrian connection to gym and outdoor court. 16. If the 8 -ft. hard- surfaced pathway located on the east edge of the new gymnasium is impacted by the installation of this new building or future outdoor basketball court (even by others), this path must be replaced, relocated and/or repaired to maintain safe pedestrian movements between the parking and stadium areas. 17. Sheet 2 of the Lester Building plan set must be revised to indicate the "132 Sidewall" material on the lower part to be "Moderra 8" Single Score Block" materials. 18. The special use permit amendment comprehended under this application is granted for the construction of a new 62' x 112' (6,944 sq. ft.) recreational gymnasium building, and allowance to install a 60' x 92' hard surface pad to accommodate a standard 50' x 84' outdoor basketball court. Any other future expansion or alterations deemed by City Staff to be minor in nature or considered accessory or ancillary to the general, typical or overall operations of the Brooklyn Center Junior /Senior High School campus, shall not be subject to any future special use amendment, but may be subject to additional site and building plan application and consideration only. 3 of 4 19. The outdoor basketball court facility may be installed or constructed by others (third party) selected and approved by ISD No. 286 school officials, or by ISD No. 286 themselves should funding become available in the future. Condition No. 16 identified herein shall be adhered to when completing such improvement. Additional permits may be required. 20. Upon project completion, the applicant must submit an as -built survey of the property, improvements and utility service lines and structures prior to release of the performance guarantee. Date Chair ATTEST: Secretary The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. 4 of 4 IIO ATS�� Arlloo loml8os.lAt,I No I.a sm Bill NOWM E, M 1B@ nuum 4 5TORAGF! Fm lams MECHANICAL ,v WEa .wrm WNSULTAM GIRLS I I I BOYS �oruausvlxrwa / . z RECREATIONAL CENTER FLOOR PLAN SCALE s° - T-W A . 4 d w/ J stl 1 �'} Z W 1 as \ \ \��� // w� O 0 Z C q +y -! i O =: J Q Z_ ° 1 J L (, a I ` vas � s•u u v s t< c< C W I I, :`C'f1�:t �..£ .� wxcxzre `aisi- '° \\ ..... , 1 Z O v O 2 Z H, x,�,xlxxx„ �xr ®�� wvx \ enl \ i e , nooxerxwxl nesvmn,loxeumn � •L O O Z $ J _ ,L EXISTBJG F ;.,� #; _ BLDG ' >nN xrv..wm • a g i C> ., S •°f>x , ..r: , - J (ALTERNATE BID • 12W CULVERT AND INFILTRATION BASIN #2) ., Z m xa •:. ..:.WA: :i: l `. �ti L ....':. .. ..r: ... -.... 4/ eu. >\ In II I I 1 0 m FIELD VERIFY a GAS —GAS — GAS eos• • vM —WW — wM — ww — ww — MM — VM ww \ jl �I .� FIELD VERIFY NEW SN1 9E*ER ' �— . / \'c\ \ aav •ux. .., CONNECTION _. _ .s•e.. -a=.s I ° w. $ "r'2?:} ...,.ttti.' �.;.�— -_ ., o,ee; .e.0 �_� w.a. yea• �= Y— .�.� - 1r'Y x �.— a� —.< —a % —x—( X _ t :: ` .,v ... a �m I,wa �`'°'•°"'.s°°'"it?' mHU .ssa T \ e 'rs,rse >e. sus ' I x.>m .. z - E 1Y %IEt'IDFD AROUND 5 I BLDG I I II � EXIS BUILDING —` Pis ' LilJPOSED !' DD I1O 9 I B&1®WH NEW'.F.E = 8(8.93 R I I SUBMITTAL VERIFY, IAATCH EY.ISTING 1 / ' 1 e J No 6WEGtlE z NOVEMBER 3, 7011 i 3 � IDIEEfNA1.E RECREATIONAL 3 u ° l, I,,, (. J CENTER ADDITION SITE LAYOUT PLAN Al8MP11DH4TNO. 11020 RECREATIONAL CENTER ADDITION - SITE LAYOUT SCALE: T' — 30 L1.0 r GENERAL SPECIFICATIONS owNER: BROOKLYN CENTER SCHOOL DISTRICT o SITE WORK: BLD ADDRESS: 6500 HUMBOLDT AVE NORTH THE SITE SHALL BE GRADED TO PROVIDE DRAINAGE AWAY FROM Lester Buildings, INC La BUILDING USE YOUTH GYMNASIUM BUILDING FLOOR PLAN. w THE BUILDING. MAINTAIN THE GRADE LEVELS AROUND THE Territory Manager: Mike Kelly A - , 300+ OCCUPAN CY CONSTRUCTION; V —B. SPRINKLER SYSTEM ° Phone: 800- 826 -4439 Ext: 7112 Mobile: 651 - 274 -5752 CV CONCRETE WORK: THE CONCRETE WORK SHALL CONSIST OF ALL NECESSARY E -Mail: mkelly®lesterbuildings.com AREA* 6944 SF PRECAST OR POUR -IN -PLACE CONCRETE AS PER BUILDING o PLANS AND SECTIONS. THE CONCRETE SHALL MEET A MINIMUM PTOjeCt Manager: Brian Schmidt PM Phone: 800 826 - 4439 Ext: 5288 Lf) COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. ALL GROUND SNOW LOAD 50.00 PSF CONCRETE SHALL BE DESIGNED IN ACCORDANCE WITH ACI Drawn By: Kim Houston Phone: 800 - 826 -4439 Ext: 528 ROOF SNg1V LOAD 36.60 PSF STANDARDS. ) 0 ROOF DEAD LOAD 7.00 PSF � NAP. FACTOR SNOW .10 PRIMARY FRAMING COMPONENTS Q 1 CV WOOD to OOD TRUSSES ARE SHOP /PLANT FABRICATED TRUSSES: CEILING DEAD LOAD 7.00 PSF CONNECTOR PLATES PER SPECIFICATIONS AND CONFORM WITH J = DESIGN CRITERIA ESTABLISHED BY THE TRUSS PLATE INSTITUTE A IMPORTANT SAFETY INFORMATION Z FLOOR LIVE LOAD 125 PSF (TPI) AND THE AMERICAN FOREST AND PAPER ASSOCIATION'S WINO SPEED 90.00 MPH `L NATIONAL DESIGN SPECIFICATION FOR WOOD (NDS). DC_ ACCOMPANYING THIS BUILDING AND THESE ERECTION DRAWINGS IS THE LETTER ERECTION SAFETY INFORMATION PACKET. DIRECTIONS ON THE PACKET ENVELOPE w DETAILS. OUTUNE SPECIFIC STEPS THAT MUST BE TAKEN BEFORE BUILDING ERECTION BEGINS. w EXPOSURE B to RAFTERS: RAFTER SIZES AND TYPE ARE SHOWN PER BUILDING THE ERECTION SAFETY INSTRUCTIONS (INCLUDED IN THE PACKET) PROVIDE DETAILED INFORMATION AND INSTRUCTIONS TO ASSIST IN SAFE BUILDING ERECTION. IMP, FACTOR WIND 1.15 DRAWINGS. DETAIL IDENTIFICATION SOIL BEARING 3000 COLUMNS: WOOD COLUMNS FOR ROOF, WALL AND FLOOR COPIES OF THE FOLLOWING WARNING LABELS ARE ALSO INCLUDED IN THE ERECTION SAFETY INFORMATION PACKET AND ON THE ROOF PANELS AND WOOD BUNDLES: SUPPORT SHALL BE MULTI -PLY NAIL - LAMINATED LESTER #1. CODE IBC -2006 RAINING LETTER EACH PLY FA UPPER AND LOWER PORTIONS (IF REQUIRED) OWAR N I N G OWARNING ID USER DEFINED SHALL BE FACTORY JOINED BY GLUED STRUCTURAL FINGER JOINTS BEFORE COLUMN PLIES ARE NAILED TOGETHER. IF PLACED IN GROUND, LOWER PORTION OF COLUMN FOR 12 PURLINS, GIRTS YOU MAY FALL FROM ROOF SCALE NONE INCHES MINIMUM ABOVE GROUND SHALL BE PRESERVATIVE AND BRACING AND BE KILLED OR SERIOUSLY NUMBER PAGE INDEX REFERENCE TREATED TO .6PCF RETENTION OF CHROMATED COPPER INJURED. oos ARSENATE (CCA) TYPE C (OXIDE BASIS). SEE FLOOR PLAN AND B M1310 S MW smVC WW EACH DETAIL HAS A FIVE DIGIT ALPHA - NUMERIC NAME. Cr CROSS SECTIONS FOR CORRECT SIZES. j YOUR sEO 041601¢ w u TAI ML PMUS /TIE StFPFRY. THERE ARE TWO LETTERS AND A THREE DIGIT NUMBER. N No K WO AIR sasousLY MOM WOOD STUDS: ALL STUD FRAMING SHALL BE 2 GRADE `-, 0 d 1 BUILDING SPECIFICATIONS MINIMUM, PRIMARY FRAMING IS FACTORY CUT TO LENGTHS w r REQUIRED. STUDS MAY BE A SINGLE PLY /DO BLE PLY 2X4, MY °n ON COON - E' GROUP ��� N 0 2X6, OR 2X8 MATERIAL LOCATE STUDS AT 16', 24' OR 48' � a ao a waatiw• =av�_ mesw+a DMSION DETAIL NUMBER Z ELEVATIONS N E ^_ O.C. AS SHOWN ON BUILDING DRAWINGS. awRmww�Eivewasw THE FIRST LETTER DESIGNATES A BROAD SUBJECT GROUP. 3 FLOOR PLAN I X F SW OW Saw I MW *F arM LOW � � s Mw o THE SECOND LETTER SHOWS A SUBDIVISION WITHIN THE GROUP. 21-4 O SECONDARY FRAMING MOM WE PUL vralacnoCC mar CeCOm Eas THE THREE DIGIT NUMBER INDICATES A SPECIFIC DETAIL 4 BUILDING SECTIONS W /UNI —RIB EXTERIOR WOOD FRAMING: ALL WOOD FRAMING R S AVAILABILITY BE LABILIT GRADE AND CET �4 1I'1�`� WITHIN THE DIVISION. MINIMUM. THE SPECIES WILL VARY PER BUILDING SECTIONS W MODERRA & $IUCCOTEK in R AVAITNO PLANT 5 / _ LOCATION., THE SPECIES MAY BE 12 MC - 19 DOUG FIR LARCH Wood Member Warning 9 GROUP SUBJECT Roof Panel Warni O o UNLESS SPECIFICALLY NOTED OTHERWISE ON BUILDING NOTE: 6 PARTITION STUD WALL SECTIONS J DRAWINGS. A :ELEVATIONS & FLOOR PLANS O N THESE WARNINGS AND SAFETY INSTRUCTIONS ARE NOT INTENDED TO BE COMPLETE AND COMPREHENSIVE SAFETY INSTRUCTIONS AND MAY VARY FROM APPLICABLE 8 = WAIL SECTIONS O HEADERS: HEADER SIZES AND TYPE ARE SHOWN PER BUILDING LAWS AND REGULATIONS. ALL LOCAL, STATE, AND OSHA SAFETY REGULATIONS MUST BE FOLLOWED AT ALL TIMES. THE ERECTION CONTRACTOR HAS ULTIMATE C = PANEL LAYOUTS IF REQUIRED 7 -17 DETAILS x ' DRAWINGS. RESPONSIBILITY FOR WORKER SAFETY AND MUST COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. D = ENGINEERING INFORMATION N Z F = WN L �STRRUC FRAMING ROOF MID WALL PANELS: METAL ROOF AND WAIN PANELS. IF COMBINED LUMBER GRADES NOTICE TO BUILDERS... F =Wa OPE FRAMING 0W SHOWN ON DRAWING. SHALL BE LESTER 29 GA. (NOMINAL) Lester groups NOS lumber types with similar design values into COMBINED G = TRUSS jROOF SUPPORT) z w SHALL LUMBER GRADES. Bid design is based on the lowest design value for any MEMBERS WITH IDENTICAL LENGTHS MAY HAVE DIFFERENT END USES AND H = BRACIN Lli m z UNI -RIB. THE PRIMARY RIBS ARE 7/8' HIGH SPACED 12' O.C. I = EAVE TREATMENT ( SIDES & ENDS ) U _J w sh lumber in the group. T following chart ows the specirro NDS MAY BE OF gFNTRF7N': SPEgES• = �AL KF w U WITH A 36' WIDE PANEL THERE ARE 3 LOW RIBS BETWEEN size /spedes /grode lumber types that can be used for each Combined Lumber K = W Fl DOORS AND WINDOWS z Y THE PRIMARY RIBS AT 3' O.C. FOR ADDITIONAL STIFFENING. Grade. TO HELP INSU RE THE CORRECT LENGTH AN' SPECIES OF LUMBER IS USED L = SLIDING AND OVERHEAD ODORS THE UNI - RIB PANEL IS MANUFACTURED TO AISI / ASTM SPECS, IN ITS INTENDED APPLICATION A COLOR CODE SYSTEM HAS BEEN ESTABLISHED. M = EXTERIOR WALL FINISH N INTERIOR FINISH O O J J = Y WITH AN 50,000 PSI MIN. YIELD POINT AND 82,000 PSI MIN. _ - _ O = ACCESSORIES o z o TENSILE STRENGTH. SEE BUILDING DRAWINGS AND /OR ORDER 2.4 2 DFL or SYP 2x6 2 DFL or SYP 2x8 2 SYP ALL DETAILS ARE ARRANGED IN ALPHABETICAL AND NUMERIC ORDER O CO o CO FORM F SPECIFIC TYPE OF FINISH REQUIRED. 2.4 1 DFL THIS APPLIES TO FACTORY CUT PURUNS, GIRTS. (V LINER PANEL: LINER PANEL, INTERIOR USE ONLY, IF SHOWN ON 2x4 850 1,6E DFL or gyp 2x6 1 DFL 2x8 1 DFIL c�NaRO AND NM ONLY] THE STRUCTURAL & NON STRUCTURAL DETAIL SETS. BOTTOM DRAWINGS, SHALL BE LESTER 30 GA (NOMINAL), THE PRIMARY NO PAGE NUMBER IS GIVENIII RIBS ARE SPACED 12' O.C. WITH A 36' WIDE PANEL THE C om b o - 2 x 4 81 C om b o - 2 x 6 #I L es t er C om b o - 2 x 8 01 RED PANEL IS MANUFACTURED TO AISI /ASTM SPECS, WITH AN 80,000 2x4 M18 DFL or SYP 2x6 /1 SYP 2x8 /1 SYP WALL WTS WILL HAVE THE ENDS PAINTED BED N PSI MIN. YIELD POINT AND 82,000 PSI MIN. TENSILE STRENGTH. M SS� 2x4 M19 DFL or SYP 2x6 14 DFL or SYP 2x8 OFL BLACK H t SEE BUILDING DRAWINGS FOR SPECIFIC LOCATIONS REQUIRED 2x4 800 1.6E DFL or SYP 2x6 1800 1.6E DFL or SYP 2x8 M12 DFL or SYP PURUNS WILL HAVE THE ENDS PAINTED BLS THE FOLLOWING SYMBOL DESIGNATIONS INDICATES THE C..1 () 2x4 11 do I DFL 2x8 1800 1.6E DFL or SYP DETAIL TO REFER TO FOR ADDITIONAL INFORMATION. O Z SYP OTHER 2x4 SS DFL BOTfO CHORD BRACES WILL HAVE B84lBN ENDS v i METAL CONNECTORS: ALL LIGHT GAUGE META. CONNECTORS STR UCTURAL NON - STRU CT URAL p ° ARE GALVANIZED STEEL TO MEET OR EXCEED REQUIRED DESIGN - 2x6 Premkirn - BLUE FAVE HAILERS WILL HAVE THE ENDS PAINTED &ME ❑ = O Z w STAIVDMDS. 2x4 M23 DFL or SYP 2x6 M17 SYP 2x8 M17 SYP o WOOD: ALL NON PRESERVATIVE TREATED WOOD SHALL BE 2x4 2400 1.8E DFL or SYP 2x6 M18 DFL or SYP 2xB M18 DFL or SYP CUSTOM DETAIL GA —A v PLACED A MINIMUM OF 6 INCHES ABOVE FINISHED GRADE 2x4 SS SYP 2x6 1950 1.7E DFL or SYP 2x8 1950 1.7E DFL or SYP DD 2 UNLESS SPECIFICALLY SHOWN HIGHER ON CROSS SECTION(S). Combo 2xIO &I Laste STANDARD DETAIL GA310 FASTENERS: a1 SHALL SHAI BE PER BUILDING DRAWINGS 2x10 /1 SYP AND DETAILS. 20 0 SS DFL w ->_ 200 1 800 MDFL or SYP g J IMPORTANT DIAPHRAGM INFORMATION ZE 1 I&E DFL or SYP 7� Y THE BUILDING IS DESIGNED USING THE ROOF AS A ABBREVIATIONS AND SYMBOLS DIAPHRAGM (DEEP THIN BEAM) To TRANSFER SIDEWALL COLUMN IDENTIFICATION KEY ENDWALL, AND ROOF LOADS TO THE SHEAR WALLS WHICH olA OR Rf -- DIAMETER TRUSS BEARING PLY I HEREBY CERTIFY THAT THIS PLAN, 8 THEN CARRY THE LOADS TO THE FOUNDATION. STEEL PANELS SF OR -- SQUARE FEET E -- CENTERLINE FS = FLUSH SIDEWALL F = FACE PLY ER SPECIFICATION, OR REPORT WAS PREPARED BLDG -- BUILDING LF -- LINEAR FOOT FE = FLUSH ENDWALL J - HEADER BEARING PLY LI u7 ARE AN INTEGRAL PART OF THE BUILDING STRUCTURE AND ANY B BY ME OR UNDER MY DIRECT SUPERVISION RC -- BEARING MO -- MASON OPENING FG = FLUSH GLUED P °PLUS PLY a ; FUTURE FIELD MODIFICATIONS OF LESTER STEEL PANELS MAY BE STM -- BOTTOM MSR MACHINE STRESS RATED LUMBER DOOR OPNG b ea DETRIMENTAL TO THE BUILDING'S STRUCTURAL PERFORMANCE. CC -- CEMENT COATED HI =INTERIOR POCKET COLUMN EAR FULL HT. AND THAT I AM A DULY LICENSED 2 a; BUILDING DESIGN IS BASED ON THE NUMBER, SIZE AND ca -- COLUMN MPH -- MILES PER HOUR �__ CONCRETE SIDE OF COL PROFESSIONAL ENGINEER UNDER THE LAWS LOCATION OF OPENINGS ON THE DRAWINGS. OF -- DOUGLAS FIR O c R, I , D __ VH -- ON CENTER O VERHEAD SIZE: 2x6, 2xs, 2x6 OF THE STATE OF MINNESOTA. RESTERS ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL oGe -- DUNG. LIABLE BRACE INTEGRITY OF THE BUILDING IF ADDITIONAL OPENINGS NOT ED -- T LIGHT o -- EXI FLUSH ENDWALL COLUMN LENGTH HEADER BEARING PLY ° SHOWN ON THE DRAWINGS OR CHANGES IN LOCATION OR SIZE O -- FIRE EXTINGUISHER PS -- POLE NAIL SWWK) JO DI A C WA LIT 2 RING U d OF OPENINGS ARE UNDERTAKEN WITHOUT WRITTEN PERMISSION FBO -- FURNISHED BY OTHERS RD __ ROUGH OPENING COLUMN: FE666 - 24' �' ¢ FROM A LESTER ENGINEERING REPRESENTATIVE. FM - - (� LETTER BLDG SYS) pW PER ROUGH EXAMPLES OF r:+ 4 o 8 FIN -- FINISH J N PSF POUNDS PER FOOT SE BUILDING DRAWINGS FOR OTHER SPECIFIC MATERIALS Fl. — FL�R(iNG) 5�0 -- SOI CE (S COLUMN DETAILS 2 PLY TRUSS Ix W m REQUIRED FOR SPECIFIC JOB THAT MAY NOT BE INDICATED FT -- FOOT OR FEET SYP -- SOUTHERN YELLOW PINE WITHIN THIS SEC N � TYP TYPICAL FTC -- FOOTING T &G __ TONGUE AND GROOVE NO TRUSS TRUSS U . FO -- FINISH OPENING REVISIONS GA '- GAUGE T -- TREATED � O / 17 I � O l GALV -- GALVANIZED UNO __ UNLESS NOTED OTHERWISE DA LICENSE #14426 SYM. PAGE DATE DESCRIPTION BY HDR - HEADER VB -- VAPOR BARRIER O.S. FACE OF COL INT -- INTERMEDIATE WOO -- WINDOW INSULATION INS LB(S) -- POUNDS wj W 0 -- WITH OUT DIMENSION POINT ON FLOOR PLAN 6F FS444 F 6S 66,16 SF 6615,16 P SF6 666 F 6S 666 SF 88J88 DA006 ENGINE AMST P FULL RD L . r � N rn t*tt lo N r Ln I to ao \ N 2 Y / I I D I I I i I I < G r 1 "2 ENDWALL 1 ELEVATION B� 0 ��WALL 1 ELEVATION vTB• =tom vT6• = r� 2 WN � N W ^ � Ix A H o O J O to O Lo S N Z B JO / Zww W wm \ CJ W U L / � W3- F YYo ozo omm Jb �ENDWALL 2 ELEVATION n SIDEWALL 2 ELEVATION N � Z Lu Q � U m 2 BUILDING COLORS c� ROOF META — WHITE SAND SLOG DR. PANEL— -- J Y SIDEWALL SLATE BLUE SLDG DR. VERT. — -- ELEVATION SCHEDULE ENDWALL SLATE BLUE SL. DR JAMB T — -- ID Location Descri Uon 1 Detail GABLE -- SLD. DR TRACK -- I HEREBY CERTIFY THAT THIS PLAN, $ A TRIM 823 AND CORNER JF346 BASE RAWHIDE OVHD DR TRIM -- JL CAW TRIM 1170 STANDARD EAVE JF154 CORNER VARIES OVH DOOR -- SPECIFICATION, OR REPORT WAS PREPARED C RIDGE TRIM 152 RIDCECAP OA050 EAVE /FASCA — RAWHIDE WALK DOOR WHITE SAND BY ME OR UNDER MY DIRECT SUPERVISION D W 230 z -TRIM M GABLE /RAKE — RAWHIDE WALK ODOR TRIM— WHITE SAND ; .L BASE TRIM #190 BOTrOM CLOSURE MFI13 SOFFIT RAWHIDE WINDOW -- AND THAT I AM A DULY LICENSED ; e ; F CORNER TRIM ER MF31 1 WAINSCOT RAWHIDE WINDOW TRIM -- _ G WALK DR TRIM 892 SIDE JAMB C TRIM KC471 ACCENT PANEL — -- SG OR FIELD -- PROFESSIONAL ENGINEER UNDER THE LAWS 1e N RI I - GA - c SMP Fo44 GABLE LOUVER — -- S OR TRIM -- OF THE STATE OF MINNESOTA. d t uNl CA - P M INS -V". BAT — -- SIG DR JAMB TR — -- m z RIDGE CAP WHITE SAND SIG DR WINDOW — -- o Jo E2 16 WIDE SRIOCOTEK PANELS MSG" _ b M 7 111 1 7 RIDGE VENT -- SIG DR TRACK -- J N DIERAUER �+ ui > CUPOLA ROOF — -- LARGE DOOR ►- Ag St 16' P CUPOLA BODY — -- LARGE DOOR TRIM— -- w z Kb S1 MODERRA 8' SINGLE SCORE BLOCK MMtoT 111 127 CUPOLA BASE — -- DUTCH DR.FRAME— -- ,� �+ I H cc L 52 UNI - Rle 29GA - C60 SMP MFDS4 GUTTER -- DUTCH DR.INS -- 1r LU M M OPENING - - 2 D1 -- -- 1 I N I OP ING -A - - 2 DOWNSPOUT SHINGLES 2 PORCH ROOF -- MANSARD RF -- w U U PORCH COL CVR — -- MANSARD EAVE PORCH CRWN /VBLK— -- MANSARD SOFFIT- -- DATE O (�' 't G i I LICENSE X14426 PORCH SOFT /CLG — -- MODERRA BLO — SANDSTONE STUCCOTEK SURF AE51 1291 L O . 2 t •K ° t; 2Kzx'• a N rof11° .W' PRE PRE Er' AMP BOX MINNESO FULL RO L r o 112' -1 1/2' : OUT TO OUT OF BUILDING \� n 112' -1 1/2' : OUT TO OUT OF COLUMNS 8' -0 3/4" 8' -0' 8' -0 8' -0' 8' -0' 8' -0' 8' —O' 8' -0 8' -0' 8' -0' 8' -0' 8'-0' 8' -0' 8' -0" 3/4" Cy) cV FF -- -- ^-------- - - - - -- --- - --p-- — — - -- - -- - -- - -- - -- -� In -- - -- - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - c 14 1 1 1 1 1 1 1 - - -- 1 - - -- 1 - r„ � m I I �/I ( co = N Go I H3 1 1 1 1 1 1 1 I I I I 1 1 F I _ lo q 6 d 7 t 16' -1' C4 5 1/2' 94' -4 1/2" 7 1/4 co I 11- 10' s B1 H4 I o I Hl M .27(10 BACKERR BEFNNO7XS sTUD WALL iA ATSIDEWALL SENDWALL;r= BA6I07t A I I 0 N BENNND 27L{ sTw WALLAT ENDWALL Z I 12 12' G \ B1 H4 5 © _12' I I gx It J J 5 9 a m U e LL^ O 0 4 D H2 I I zNo ° ° — - - - - - - -� - - 5 - - - - -14 I In 0 5 E1 13 14 H N 4 ' 6 I I ®. o DI Ln ° O ° HZ I c = to I I = n i I I N o i I I 1 2- 1 2 @ o� B 1 H 4 DRAWING LAYOUT FOR L(6 STUD WALL, AM G _12 t CORRESPONDING FIAOR,l018T8, W SHOWN AT 16' O.C. - - W K W d i n ilE6NNN0 FROM TNIB END AT OtrroF 2764 snlD WALL rj Z m Z I v wv H1 i I zY W 4 I I co Y w - G �L -1 I OfQK 7 1o' m N] m I FI I 10' G Go A-\ N TG T1 T1 T1 T1 T1 T1 Tt f T T f f f TG Q AITFSTI'ION U COLI ON S1 SIDEWALL & E 2 ENDW Z NEED 2)(S SYP 02 TREATED 0.14 MCA-C NS It AN GLE BEA RING PLY FASTENED TO v COUMM"P=Mlw n L Q) 1 1 1 I 1 1 I 1 1 1 1 1 1 GF I \ COLUMNS ON 81 SIDEWALL s E2 ENDWALL z w ARE INSET W FOR 214 PLYWOOD ° x '!- ------------------------- - - - - -- �- -- I - - -- I - - -- I a > -� n SHEATIIp1GTOBEFWSHATBUKDINGLSIE m2 I 2 1 1 1 F 1 1 1 1 1 1 1 1 1 F 2 M J Y S1 8' -0 3/4 B -o" 8' -0• s' -o• a' -o• a' -o• s' -o" 8' -0• s' -o' s' -o• 1- 8.-0. 8' -0' e' -o' 8' -0' I HEREBY CERTIFY THAT THIS PLAN, o SPECIFICATION, OR REPORT WAS PREPARED 3/4' BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED A3 FLOOR PLAN COLUMNSCHEDULEO PROFESSIONAL ENGINEER UNDER THE LAWS m FLOOR PLANSCHED� 3 " = ID PART SHAPE LENGTH BASE FOOTING TYPE YARDS/BAGS NOTES OF THE STATE OF MINNESOTA. d C 1 003 F58888 30 —0 —70 9 x 30 POURED 0.1364 ID DESCRIPTION DETAIL � Z 128 1 2 DIAGONAL OUT - - OUT F FRAMING OPENING SCI�DULE❑ 2 C004 FE898 30 - - 8 x 18 T 2 62 - TRUSS 2x8 TC 2x8 BC FF302 ID MODEL COLOR NOMINAL ROUGH FRAME FlNISH 3 C005 FE888 32 - - 8 x 18 rMUR ED 0.0436 JOH DIERAU W u TI 2 — PLY 62 — 0 TRUSS 2x8 TC 2x8 BC HD633 Al EXPI — DOOR PLAIN SOLID WHT SND 72x84 76.5x86.25 KC431 KC471 48 4 C006 FE888 34 — 0 — 52 8 x 18 OURED 0.0436 w ¢ A 152 RIDGECAP OA050 B WLK DOOR 5100 SOLID AJ 36X80 40X81 KC431 KC483 5 C007 FE888 36 — 0 — 52 8 x 18 OURED 0.0436 B 24 SIDEWALL 1 OVERHANG IF222 IF223 6 COOS FE888 38 — o — 52 8 x 18 OURED 0.0436 '�' a C 24 SIDEWALL 2 OVERHANG IF222 IF223 HEADER S� F O 0 00 5 J 888 FE8 34 - - 8 x 18 OURED 0.0436 /lA/�.,O1MQ1 W D 24 ENOWALL 1 OVERHANG IG246 8 C005 FE888 32 - - 8 x 18 OURED 0.0436 ID DESCRIPTION DETAIL 9 COW FE888 30' -0 —70 8 x 18 POURED 0.0436 E 24 ENDWALL 2 OVERHANG IG246 v v H 2 —PLY 2X12 HEADER 91 -06 SIM:FO342 372 UICO30 JSFE888J8 32 —0 —61 8 x 18 POURED 0.0436 F RS16 —R STEEL CORNER BRACE HA524 H 2 —PLY 2X12 HEADER 79 -06 SIM:F0342 372 J8FE888J8 34 —0 —52 8 x 18 POURED 0.0436 OA O 11 LICENSE 14426 G 2x6 LESTER N0.2 DIAGONAL GABLE BRACE H8100 H 2 —PLY 2X12 HEADER 86 -06 SIM:F0342 372 J8FE888J8 36 —0 —52 8 x 18 POURED 0.0436 H 2x6 LESTER N0.2 GABLE X —BRACE H6101 H 3 —PLY 2X10 HEADER 42 -14 FE238 ZIRT 8J8 38 —0 —52 8 x 18 POURED 0.0436 f8FE888 30 —0 —73 8 x 18 POURED 0.0436 AP51 1291 6 u u " - F -- — DA006 E1�461 BOX SOTA FULL RD L u� b 0 STORAGE/ N MECHANICAL 5' -3" '- U 5' -0" Lo GIRLS Ln I 0 0 I Q 2 N O � ° BOYS DRINKING FOUNTAIN m N tt� GYMNASIUM FOR BROOKLYN CENTER SCHOOLS SHEET I SCHEMATIC FLOOR PLAN #3 SCALE: 1/8" = P-0 SETZER ARCHITECTS ! O/06/ 1 I OCT.-2 4 2011 REVISED 10/18/11 GIRLS -PAINTED GYP.5D. OR OTHER NONABSORBENT SURFACE 3' -5' MIRROR GRAB BARS SOLID SURFACE TOILET COUNTERTOP 4 Tpl� GRAB BARS GRAB BARS PARTITION m RECE55ED OPEN BENEATH - - I- " AND DRYER a p PARTITION I O _ � _6. LAV. O o b o — D SPENSER m N a N 2 uRjw c SOAP DISPENSER I URINAL SCREENS T Z 6 _ 0 3'-O" 3'-O' (OPTIONAL) A5 N � ES5A�RYKETS 2 HAND DRYER 2 RE5TR00M ELEVATION rS RE5TR00M ELEVATION p 5 2 SCALE: 114"= 1' - 0 " 2 SCALE: 1/4" = I' -O" BOYS 3 2 I PARTIAL PLAN OF RE5TROOM5 2 SCALE: 1/4'= 1' GYMNASIUM FOR BROOKLYN CENTER SCHOOLS SHEET 2 5ETZER ARCHITECT5 I Q(OG/ I 1 REVISED 10/ 1 5/1 1 OCT , 2 4 2011