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HomeMy WebLinkAbout2024-11-06 TPC Planning ReportTPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPC@DPlanningCo.com PLANNING REPORT TO: Jacob Rife FROM. Scott Richards DATE: November 6, 2024 RE: Oak Park Heights — Stillwater Area Conditional Use Permit Site Plan and Building Addition and Ballfields — 5701 TPC FILE BACKGROUND 236.02 — 24.04 }sigh School — Amended Design Guideline Review — Stillwater Boulevard North Mark Drommerhausen of Stillwater Area High School has made application for an Amended Conditional Use Permit (CUP) to allow an addition to the High School building and stadium/athletic field improvements at the Stillwater Area High School, 5701 Stillwater Blvd North. The building addition is approximately 800 square feet to the administrative suite of the High School building. The stadium improvements include a new press box and resurfacing of the athletic track surface. The athletic field improvements include adding outfield fencing to the existing baseball field and replacing the existing bleacher at the softball field, both located west of the school. The site is zoned O, Open Space Conservation District in which the High School has been permitted as a conditional use. Any changes to the site or the uses require a CUP. The original CUP for the High School was approved in December of 1991. EXHIBITS The review is based upon the following submittals: Exhibit 1: Project Narrative — Paul Aplikowski Exhibit 2: Title Sheet Exhibit 3: Boundary/Topographic Survey (Sheet 5) Exhibit 4: Boundary/Topographic Survey (Sheet 6) Exhibit 5: Demolition Plan (C100) Exhibit 6: Track Demolition Plan (C101) Exhibit 7: Electrical Photometric Plan (EP1.0) Exhibit 8: Track Resurfacing Plan (C201) Exhibit 9: Track Striping Plan (C202) Exhibit 10: Grading and Erosion Control Plan (C300) Exhibit 11: Track Grading and Erosion Control Plan (C301) Exhibit 12: Architectural Plans, Elevations, and Details (A1.0) Exhibit 13: Electrical Photometric Plan (EP1.0) Exhibit 14: Demolition Plan (C100) Exhibit 15: Layout Plan (C200) Exhibit 16: Grading and Erosion Control Plan (C300) Exhibit 17: Utility Plan (C400) Exhibit 1 & Details (C500) Exhibit 19: Details (C501) Exhibit 20: Details (C502) PROJECT DESCRIPTION The letter from Paul Aplikowski found as Exhibit 1 describes the project. ISSUES ANALYSIS Comprehensive Plan. The property is designated as School Facilities on the Proposed Land Use Map of the Comprehensive Plan. The proposed addition to the High School and stadium/athletic field improvements will be consistent with this land use designation. Zoning. The site is zoned O, Open Space Conservation District in which the High School has been permitted as a conditional use. Any changes to the site or the uses require a CUP. The criteria found in Section 401.03.A.7 of the Zoning Ordinance must be considered when reviewing a request for this type. The addition to the building is the most significant change to the site requiring the CUP. The other improvements would be considered maintenance or replacement items. Conditional Use Permit. The Planning Commission should consider the following issues and impacts of the proposed project in making its recommendation. The conditional use permit criteria, found in Section 401.03.A.7 of the Zoning Ordinance, are found as follows: 1. Relationship to the specific policies and provisions of the municipal comprehensive plan. 2. The conformity with present and future land uses in the area. 3. The environmental issues and geographic area involved. 4. Whether the use will tend to or actually depreciate the area in which it is proposed. 5. The impact on character of the surrounding area. 6. The demonstrated need for such use. 7. Traffic generation by the use in relation to capabilities of streets serving the property. 8. The impact upon existing public services and facilities including parks, schools, streets, and utilities, and the City's service capacity. 2 9. The proposed use's conformity with all performance standards contained herein (i.e., parking, loading, noise, etc.). Comment: The use is consistent with the Comprehensive Plan and in conformity with present and future land uses. There should be no environmental issues or impact to surrounding property owners. Traffic generation will be minor with the number of trips per day generated from the additional administrative space to be added to the High School building. There is no impact upon public services and facilities. City Staff sees no issues with the proposed addition to the High School and stadium/athletic field improvements. Site Plan and Design Guideline Review. The addition to the High School building requires Site Plan and Design Guideline review. The building addition has been designed so that it will match the existing structure in design, materials and color. There are no design issues with this proposal. Parking. Section 401.15.F.9 of the Zoning Ordinance requires office spaces to have three spaces plus one space for each 400 square feet of floor area. The parking calculation for the addition is as follows: 800 square feet x .9 = 720 / 400 = 2 parking spaces. The three additional spaces have already been factored into the parking requirements. There is adequate parking at the high school based upon zoning requirements. Per ordinance, the site would require 1,209 parking spaces. The site has a total of 1,224 spaces, with adequate disability spaces. It is unlikely that all the classrooms, auditorium, gyms and the activity center would be at full capacity at one time. There should be adequate parking as proposed. The additional two stalls required are not an issue for the site. Grading/Drainage/Utilities. Any changes to the site shall be subject to review by the City Engineer. Lighting Plans. There are no changes to exterior lighting. If any lighting is added it will need to comply with the provisions of the Zoning Ordinance. Landscaping. There are no changes proposed to the existing landscape. Mechanical Screening. Any additional exterior mechanical equipment required for this use will require screening in compliance with the Zoning Ordinance. Signage. No new signage is proposed for the building addition. A sign has been proposed for the west elevation of the new press box. Any signage proposed for the project shall require a sign permit and shall be compliant with the Zoning Ordinance. 3 CONCLUSION / RECOMMENDATION Upon review of the request for an Amended Conditional Use Permit to allow an addition to the High School building and stadium/athletic field improvements at the Stillwater Area High School, 5701 Stillwater Blvd North, City Staff would recommend the project with the conditions as follows: 1. Any mechanical equipment installed outside of the building shall be screened in accordance with Section 401.15.E.10.e of the Zoning Ordinance. 2. Any signage proposed for the site shall be in compliance with Section 401.15.G of the Zoning Ordinance and will require a sign permit. 3. Any additional lighting proposed for the site shall be in compliance with Section 401.15.13.7 of the Zoning Ordinance. 4. The grading and drainage plans shall be subject to review by the City Engineer. C: Julie Hultman M f,;r:#' 1 MEMORANDUM To: Jacob Rife, City Administrator of Oak Park Heights From: Paul Aplikowski I PA Date: October 14, 2024 Comm. No: 242077 Subject: Submittal to City of Oak Park Heights on behalf of Stillwater Area Public Schools, for the proposed addition and ancillary site projects to Stillwater Area High School, located at 5701 Stillwater Boulevard, Oak Park Heights, Minnesota 55082 (Property IDs North: 0602920410002 / Center: 0602920140004 / South: 0602920410002) Conditional Use Permit Narrative: On behalf of Stillwater Area Public Schools, we are submitting for City staff review a Conditional Use Permit application for a proposed addition to Stillwater Area High School, stadium improvements, and various athletic fields improvements on the school site. Please see below description associated with each of the aforementioned scopes of work. Building Addition The addition is an approximately 800 square foot expansion to the existing administrative suite in response to the need for security improvements and queuing space for visitors and students. Associated with this scope of work is an interior renovation of approximately 2,850 square feet, all allocated to the existing administration office. The addition will be single story, with new materials selected to match existing / adjacent conditions, including face brick size, blend, pattern, and coursing; windows with uniform finishes, mullion patterns and sill materials; and roof coping color and profile to match existing. The height will align with the adjacent single -story portion of the building, and the footprint will continue the curved exterior wall design of the remaining school. Site work associated with the addition will include removal of one existing tree for access, along with removing the existing landscaping bed along the building. After the excavation and backfilling for the new building addition and construction of the building is completed, the landscaping along the building addition will be re-established to match the existing landscaping and one new tree will be planted. No site utility or pavement work is anticipated with this portion of the project. Woid Architects and Engineers PLANNERS 332i'Vlinne_coraStreer,Juiie :'V2000 ARCHITECTS Saini Paul, MN 55101 �voldae.coni 1 651 227 7773 ENGINEERS RECEIVED OCT 14 2024 MEMORANDUM Page 2 of 4 Stadium Improvements The football stadium is scheduled to receive improvements to the track and press box. The press box will be replaced with new, and will match the existing height, width, and length of the existing press box; will have finish and color selections to match the existing, and signage applied to the exterior to match the existing. The west side of the press box, facing Stillwater Boulevard, is scheduled to receive school signage as shown in the architectural drawings attached. The design and size will match that of the signage on the east side that faces the stadium. The new press box will be placed in the same location as the existing press box, with no modifications to the existing bleacher system that it is set on. There is an existing hose bib routed up to the press box that will remain in place and be modified as needed to accommodate the installation of the new press box. The existing athletic track rubber surfacing is about 20 years old and is becoming worn from use and will be replaced. The existing rubber surfacing will be removed and the underlying bituminous pavement will be milled and replaced with new bituminous pavement. The layout and size of the track will be unchanged. After the new bituminous pavement is installed, a new polyurethane and rubber surface will be installed over the new pavement areas of the track and the track will be re -striped. No grading, landscaping, or utility work is anticipated with this portion of the project. Athletic Field Improvements The School District will be adding outfield fencing to the existing baseball field, located west of the school. Currently, portable temporary fence is used at this field during games. The new fence will be galvanized, chain link fence measuring 8 feet high and located along the perimeter of the outfield. Several gates will be installed for access to the field by emergency and maintenance vehicles, along with smaller gates of pedestrians. Plastic mow strips will be installed under the fence for maintenance purposes. No grading or utility work is anticipated for this portion of the project. The School District will be replacing the existing bleacher, along with the backstop at the existing softball field located west of the school. The existing aluminum angle frame bleacher is about 7-5" high (to the top row seat) and consists of 10 rows and has a seating capacity of 140. The existing bleacher is not elevated and do not provide ADA seating. The existing bleacher is supported on a concrete slab in the area behind the backstop and home plate. The new bleacher will be an aluminum mitered angle frame bleacher that will be elevated 24-inches above the ground for improved sightlines. The new bleacher will consist of 7-rows and will be 7-5" high (to the top row seat), and will have an ADA accessible access ramp and seating. The seating capacity of the new bleacher is 276, including 5 ADA accessible seats. The new bleacher will be supported on a concrete slab that will require removal of the existing pavements in this area and construction of a new concrete slab for the new bleacher and ADA access to the bleacher. The net increase in impervious surface will be about 1,095 square feet. Landscaping will consist of restoration of the adjacent grass at the perimeter of the new concrete slab. There is an existing water spigot near the northwest comer of the existing bleacher that will be relocated out of the area for the new bleacher. MEMORANDUM Page 3 of 4 The existing backstop at the softball field consists of chain link fence measuring about 20 feet high, with an overhanging hood. This will be replaced with a tie -back safety netting system that will be 30 feet high to provide improved visibility for spectators watching the games, and safety of the spectators behind home plate in the new bleacher. Four new posts will be installed for the new netting system. Additional Information Construction Timeframe Anticipated mobilization, ground -breaking and construction of the addition is planned to commence Spring 2025, with project completion by the end of August 2025. Resurfacing of the track and replacement of the press box is scheduled to occur during the same timeframe. Improvements to the athletic fields will begin this fall and likely will be completed in the spring of 2025. Photometric Analysis A photometric plan is provided as part of this submittal, however, no modifications to exterior lighting is scheduled to occur as part of the three aforementioned projects. Project Team Independent School District #834 Staff Maria Schrul, Executive Director of Finance 1875 South Greeley Street, Stillwater, MN 55082 651-351-8321 Mark Drommerhausen, Executive Director of Operations 1875 South Greeley Street, Stillwater, MN 55082 651-351-8379 Anthony Willger, Manager of Facilities and Site Operations 1875 South Greeley Street, Stillwater, MN 55082 651-351-8374 Design and Construction Paul Aplikowski, Wold Architects and Engineers 332 Minnesota Street, Saint Paul, MN 55101 651-227-7773 Valerie Peterson, Wold Architects and Engineers 332 Minnesota Street, Saint Paul, MN 55101 651-227-7773 Greg Buchal, Larson Engineering (Civil Engineer) 3524 Labore Road, White Bear Lake, MN 55110 651-481-9120 MEMORANDUM Page 4 of 4 Gary Zifko, Kraus -Anderson 501 South Eighth Street, Minneapolis, MN 55404 612-332-8940 Site / Property Information Address: 5701 Stillzoater Boulevard, Oak Park Heights, MN 55082 Zoning: School Facilities Property Identification Numbers: North Parcel 0602920410002 Ceii ter Parcel 0602920140004 South Parcel 0602920410002 Parcel size: North Parcel 237,911 sf 5.5 acres Center Parcel 644,265 sf 14.8 acres South Parcel 5,139,814 sf 118.0 acres Current Legal Description: North Parcel Lot A SubdivisionCd 60700 Subdivision Natne KERN'S EDUCATION ADD Center Parcel Section 06 Tozonship 029 Range 020 PTNE114 DESC AS FOLL: BEG AT NE COR OF S 496FT OF SD NE114 AS MEAS AT A RT ANG TO S IN SD NE114 THN S88DEG45'42 " W ASM BRG ALG SD N IN DIST 2342.42FT TO C/L TRK HWY5 AS PRESENT TRAVELLED THN N34DEG17'12 "E ALG SD CIL DIST 536.45FT THN S55DEG42'48"E DIST 278FT TO N South Parcel Tozonship 029 Range 020 PT WI/2-SW1/4 & PT NE114-SWI14 & PT NE114 & PT SE1/4 & PT SE114-NW114 DESC AS FOLL: COM AT COR OF SD W1/2-SW1/4 SEC05 THN N01DEG48'09"W ASM BRG ALG THE E LN SD W1/2-SW1I4 DIST 1733.20FT TO POB THN S89DEG50'41 "W PARLIW S IN OF SD W1/2-SWI/4 DIST 1325.39FT TO WLY IN OF SD W1 Feel free to contact Wold Architects and Engineers or the School District with any questions or concerns you may have. CM/EDU-MN-I5D834/Sti11water Area High School/242077/_Admire/Letters/2024.10.14 Memo to Jacob Rife d in STILLWATER AREA HIGH SCHOOL 2025 ADMIN SUITE ADDITION AND RENOVATION INDEPENDENT SCHOOL DISTRICT #834 OAK PARK HEIGHTS, MN CIVIL S1-2 BOUNDARY/ TOPOGRAPHIC SURVEY S2-2 BOUNDARY I TOPOGRAPHIC SURVEY C100 DEMOLITION PLAN C101 TRACK DEMOLITION PLAN C200 SITE AND LANDSCAPING PLAN C201 TRACK RESURFACING PLAN C202 TRACK STRIPING PLAN C300 GRADING AND EROSION CONTROL PLAN C301 TRACK GRADING AND EROSION CONTROL PLAN 10 STILLWATER AREA HIGH SCHOOL PateAwXI°HTS, MN ElGHrs X K 55091 J _ DISTRICT MAP ARCHITECTURAL A1.0 ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS ELECTRICAL EP1.0 ELECTRICAL PHOTOMETRIC PLAN SAHS 2025 ADMIN SUITE ADDITION AND RENOVATION 5701 Stillwater BIIvd N Oak Park Heights, MN 55082 Independent School District 4834 1875 Greely Street South S011Waler, MN 550132 i WOLD ARCHITECTS AND ENGINEERS 11_ vnm lui lln silul , RECEIVED OCT 14 2026 CITY OF OAK PARK HEIGHTS SUBMITTAL NOT FOR CONSTRUCTION !e1No _, ,, --. -- �_—�'. -.—.:-_-__ _ _�-_ �. � � k _•',ail' �� �.. V _•---a �-.. ��w-may.-' -� - •� - v � iJ �Y _ ER1511NG &LONG - I � .. � i ` •'2 I r - •Is� Y ' F .tee--- — . ' r .i,7•, ..... _'�'. ,.. __ _ i . .._ ,j !ice_ ww�y - _ .- - F` _ � _ _ _• - I. . — i _ :I EZIsrNc BnLoac '\ l�1xM2.Y. '- ^• _ ... - 0se 71-r f .1w• r1� _ I pti c g� .. ExISTING B-ONG STILLWATER AREAT� HIGH SCHOOL OAK PARK HEIGHTS, MN CONTACT: - STILLWATER AREA SCHOOLS TONY WILLGER 1875 GREELEY STREET S. s-nLLWATER• MN 5SO82 PHONE 651-351-8374 EMAIL Nnllgen•_Nsnllwa[er. k 12. mn, us VICINITY MAP f �i wo- s r VICINITY MAP ulw[.w 3 ..a. ...aN.a.[w r�Wkln'�' W[aurra n..la..al Room 0 30 60 - + I REVISIONS: DATE REVISION 07-26-1\ INITIAL ISSUE 08-12-11 REV. CONTOUR5 09-,,-r1 ADD TREES 09-1. , ADJ. W ADO TOPO CERTIFICATION ,ne m[ec o. u.ac.Inccla.�ol m[~07-2R-I5— PROJECT LOCATION: 5 -,;;;,O l STILLWATER BLVD. N. PID#0602920410002 PID#0602920140004 PID#0602920140005 PID#0602920140006 SVia a1 6750 5[illw1[I Blvd.N. SUIlw 6512 SS8969 Phan, 651 275 8976 Fax 651.2)5 697@ dan_ •1 nei CORNERSTONE LAND SURVEYING, INC- FILE NAME SURV1E15. PROJECT NO. LE08asR i -2O2�BOUNDARY/TOPSURVEY { SHEET 5 OF 8 SHEETS STILLWATER AREA HIGH SCHOOL T OAK PARK HEIGHTS, MN CONTACT: _ _ _ — - _ _ _ _ _ — — __ - _STIL_ �` • TON WATER AREA SCHOOLS . ', TONV WILL EER �- 1 TILL GREEL V STREETS. $TILLWATER, MN 55082 PHONE: 651-351-8374 illgett@s[illwater.k l2.mn,us J yR[---.33��� '•�' ti" •o°n •os VICINITY MAP uld r Y�•~_~ I � uaswacraxcauurv"urnn�Jra VICINITY MAP •' .h f 1 F'i •-1 -•.ram `i---' , _, .; i � . ,. ` ' �.. I �'I - f -:.� _. �-.�:."` 0 NORTH 60 I LI 1 I REVISIONS: 'y ♦ - _, :-.=�- • DATE REVISION 08-12-15 REV. CONTOURS __ 09-30-15 A00 TREES - r �1 � -� 4 ��-�� _ i.��,� • ~ 09-30-I S ADA wL. ADD TOPO CERTIFICATION: �� l!F ��:. _. tYa,.aiy •��►- ___ -- r3 __ '____— _ _ .. _— _ -- - -- -- t !F i � ..�-•' .-����` Rnlm�m, P�..,, w.w,.ew n�wl,a.�m fI r r •ram nip _ � .._..tea ++ % � �- IL' _. . � ` PROTECT LOCATION: STILLWATER BLVD. N. PID#0602920410002 PID#0602920140004 PID#060292014000S j PID#0602920140006 6]S0 Snllwater Blvd N Sti... 651N1N 55D82 PBone 651,2]5.8969 Fa. 651,2]5 a926 �. ..z- CORNERSTONE •Ii�",�� - N m LAND SURVEYING, INC. - I , FILENAME SURVLEI SR y.ti1RECEIVED OCT 14 2024 PROJECTNO - O. 1E08150 BOUNDARY/TOPOGRAPHIC I ,• ti i SURVEY SHEET 6 OF 8 SHEETS STILLWATER AREA SYMBOL LEGEND HIGH SCHOOL ���.`� • , BUSHES, FLOWERS- EDGING. AND MULCH RENOVATIONS REMOVE AND OISPDSE OF E%ISTING r � y 5701 Stillwater Boulevard North, ShIlwater, MN 55082 • 1 Stillwater KEY NOTES Schools I D#834 r Public • 1875 Greeley 5508 South OANDREMOVEVUANDDISPOSE OF EXISTING BUSHES, FLOWERS EDGING Stillwater, MN 55082 AND hIULCH. OREMOVE AND DISPOSE OF EXISTING TREE, STUMP, AND ROOTS _ e (16' CALIPER MAPLE TREE) MN t Z _ O PROTECT EXISTING SIDEWALK TREE LANDSCAPING FROM DAMAGE DURING CONSTRUCTION DEMOLITION NOTES I Verify all e.¢gng u Iry Iowdpnz 1 esDgnzibilily ar IM1e Cpnkarapr Ip Deeorm w wpN,nale all necessary mlllly eempM�pns and rclpwllanz Irom ensling utility bcalipnto all while . i• :yes antl buJdings These wnneeupnslndpde, but . are riot llmilee A. water Mry sewn, cable N¢ Ieleph., gas. 111— see Iig-9. etc WOLD ARCHITECTS Prior 1p Oe5lnn,ng work, wn G.pM1 Stale Onecall AND ENGINEERS Sfll,: /A TY �'': fyiLo A.. .:3:!'.:O' servlwnlrwSM1pm me a.ea pnaprmnalrvabn n�ecmvaaor sM1an reMln lee n�Ml�na„s,�,+ _ILn _ iP' s.1 a .-o—y bwmr III— u,e peeale wlmes _ 57:ii'S LI Sa ul alwg sages of Pave I, sieewalk:, aria wins In remain ` oil nFF--d \ f al �pnllrvalon mall be penpmree �n apwmanw,wm sMlD ane mcal lMndam T- - Larson Engineering, Inc. 3524 Labore Road / White Bear Lake, MN 55110 651.481.9120(f) 651 461 9201 •- ./ — — I � - ,LVAw+larsonengr coin If`^wfn f�/y/ � w•�w EMunn9 I. C M1 ter.' •r•1 ���'• ' ',� / r,�rh NOORTTHH -- ----- r I hereby welly Net Nis plans eolcappnspr revue area by IyI and F,II vensppemww } - am Ina i am. duly Iaensea Prp^^1slwal Engineer dere,e laws pl Ne slate pl MI aspM : �f1�' i lr Dale: 1014202. 237N i All? l , 1 Dale: 1p a saw Drawn: KeK Ch— _GAB__ STIL?,WATER AREA HIGH SCHOOs 5705 ST ILLWATER 30l i.EVARD NORTHDEMOLITION PLAN ST4LDWATER.:','N 550Y2 _�T RECEIVED OCT 14 2024 �1 k AS NElcaled CITY SUBMITTAL SET - 10.14.2024 C 1 V V MN e 0 0 • I 7� '. I 'I / / SYMBOLLEGEND REMOVE 0IND DISPOSE OF EXISTING RESILIENT RUBBER SUR NGANDMILL1S-OFEXISTINGBITUMNDUSPAVEMENT KEY NOTES (D REMOVE AND DISPOSE OF EXISTING BUSHES FLOWERS EDGING. AND MULCH. O2 REMOVE AND DISPOSE OF EXISTING TREE, STUUP, AND ROOTS O3 PROTECT EXSTING SIDEWALK TREE LANDSCAPING FROM D JAGE DURING CONSTRUCTION DEMOLITION NOTES I Verify all eusYag Wiry 4radpns ] K¢Ihe remensw4y pr lM1e CpntraMcr to pedbrm or wprdnalp all necessary i4ydzmd¢ms ane rdaraims Iron ensling aunty laralipns to all ensile Sato hWdi�gz TM1ese mrnMions lntlude b of llnuled to wale, samary sera. able Ie Itlep a gas electric sde ngM19ngnb c Z.. bv,,.., work m.Iad GbIl-Stole Onecdl 465I-45a-0002)1. locale mdn�s naPry�pm m. area .Par, cmnrwlm ibe epmaMpe shall reia�n me .dwarf. pa.wa wy awNr ti Mob gv al.,ne rv..a• SawLadaMg urges alpavema�l; veerara aM aXbs lb remain al rpPNwien sIIM be Prnmmm.A acmbanre.wm:ale ane meal swndara spe�plians Mr rnnsuMAm STILLWATER AREA HIGH SCHOOL RENOVATIONS 5701 SUllwaler Boulevard North, SUIJ—ter, MN 55082 1 , Stillwater Area Public Schools ISD #834 1875 Greeley Street South SUllwaler, MN 55082 WOLD ARCHITECTS AND ENGINEERS 1 U >I urn muv my > W m N'.nIN� wulJ,uom nsl 227. 11 Larson Engineering, Inc. 3524 Labor. Road While Bear Lake, MN 55110 651 4B1.9120 (I) 651 4B1 9201 www larsanengr coin ©3aN Lersm �g 9 ll,.gnls.,nemn 0 NORTH e pi, x I Hereby �miy Inal w¢ plaa, spearraapns pr reopn aced by me orunder niy duccl zupr aM I al I am a duly licensetl Pmleszipnal Engineer u tler melawsd Ne sole of Mm�espla 1.1 2�C Greg A BuaiN PE all ANP— kkn ]LINO Lomm 1TN1fi13 Dine: Idumrd .— DIa1M KBK Cried GAB TRACK DEMOLITION PLAN RECEIVED OCT 14 2024 CITY SUBMITTAL SET - 10.14.2024 C 1 V 1 MN max= ..� y.. —7.• --+-• L. Mh .x� -.. . . r ... �- .IR �.• .I +:�• 1 4.1 � E7f1���7C l.e __ 1 `['1111'1 s � r c.7 s�7.C��E�-• •y ,t.i \� ' •- �11 .. 1, a .. --• ... ' ' +- a _ 5 •• s.r 1 � '+ S .•'• _ } •7 t , ��••II 5-r 7, :, r a . . i5.: _.. � J I PRDPGSEO BUILDING ADDITION LOCATFON LI ELECTRICAL PHOTOMETRIC PLAN E LIGHTING FIXTURE SCHEDULE TYPE EX: EXISTING WALKWAY LIGHT POLE TO REMAIN AND SHOWN FOR REFERENCE ONLY. '"NO NEW LIGHTING FOR THIS NEW PROPOSED ADDITION. I PROPERTY LINE SEE DETAIL 1 FOR MORE DETAILS / �ti:-.y-.,- -� i— _.yam-.s,• �=•Y, .'. 't. �71 cl- .I rl. �?--S a.•i� i , IIAIp ELECTRICAL PHOTOMETRIC PLAN NiS SAHS 2025 ADMIN SUITE ADDITION RENOVATION 5701 Stillwater Blvd N Oak Park Heights, MN 55082 �jo INDEPENDENT SCHOOL DISTRICT #834 1875 Greely St S, Stillwater, MN 55082 nwo, WOLD ARCHITECTS AND ENGINEERS T:x aI,N,.,.,�, HALLBER ENGINEERING .>H Ce nvrrs. caul oa [.r.w affe re511Tu=H� I F•c te611 T1HNf ELECTRICAL PHOTOMETRIC PLAN RECEIVED OC7 14 2024 CITY OF OAK PARK HEIGHTS SUBMITTAL NOT FOR CONSTRUCTION E P 1 .0 SYMBOL LEGEND MN t d NEW 1 BrrUMWGUS LWERIAY OCTY ; ,pp, NOTE 1 THERE WILL BE NO INCREASE IN THE IMPERVIOUS SURFACE THE EXISTING TRACK WILL BE R AVED AND NEW RUBBER SURFACING INSTALLED KEY NOTES ONEW I S BITUMINOUS OVERLAY, SEE DETAIL IILNN STILLWATER AREA HIGH SCHOOL '1 RENOVATIONS 5701 stillwater BvurevBrd h13nn Sbllwmi .r. MN SSW Stillwater Area Public Schools ISD #834 1875 Greeley Street South Stillwater, MN 55082 WOLD ARCHITECTS AND ENGINEERS Y,u IS„L ?I.� si101 APPLY UII FORMTACX Larson L LLNEM a rS o n EDG *W RFACESANO ATSI Engineering Inc. YSSVCUOIAyT jTO LA @111NI.1.1l , 3524 Labor Road Pg1�MF:AT OVERUY —IIC•Y IIYRESILIENT White Bear Lake, MN 55110 RUBBER SURFACING 651 481 9120 (0 651 481 9201 www lar9GGergr com l ' y ~ •—_. ©zaH La�w�Enp^smog Nc oa n9eLa m...val "� .. _ _ _�� EXISTING BITUMINOUS T . - PAVEMENT EWMI OA5E AGOREOg1E du — ,{,A NORTH TRACK & FIELD B 1 30 1 RESURFACING DETAIL NOT To SCAB I IImMYrAddy Net Wzelan syedrraGons or meell s thatIa 6ymevenwu�ermyd'veelsupro— amllM1duty lid PmleseioeN Engineer MyMe•/rIN. — Nws el Pe stale IN Minnesota ' Grt9A e— P e Gala 10142024 U.N., 23793 -- Lamm: 122T609] -- Oaf. 10142024 �--J @am'. KBK Gedc GAB TRACK RESURFACING PLAN RECEIVED OCT 14 2024 CDC) — Ae mdl— CITY SUBMITTAL SET - 10.14.2024 C 2 0 1 MN T 1 • I I S. -'v Y IV; -- , 4 � I I ti I � \ F r f 1 NNE A rNLL l it l ltaiK j 1� ; I � � � � ! LkN6Rr■RE � � , ✓.� LL \ 8 ■ I 1 Y a• r — I. \ J L ! f r { II / 1 . /- r c r /• /ar SYMBOL LEGEND NEW RESILIENT RUBBER SURE ANO STRUCTURALDYERR IT a BI711G11NOUS OVERLAY— D DETAIL II0201 NEW 1 6' BITUMINOUS OVENLAV DETAIL -201 KEY NOTES Oi LONGRRIPLE JUMP STRIPING —UT SEEDETAILI—IM OPOLE VAULT MARKING SEE DETAIL=rI2 Ol - TRAOr STRIPING NUMBERS a LETTERS SEE DETAIL 3M.M12 Oi NEW 8' WIDE GREY MONDO RUBBER SUR—NG STRIP (A TYPszr?1 �_ 1r r r SAND PR `]-e"4NOE 8'WIDESTWPING TN(E-OFF BOARD f—ALI (TYPICALI LONG / TRIPLE JUMP STRIPING LAYOUT PLAN NOT M SCALE r � .'TIIIII l f rFRr�r POLE VAULT MARKING / NOT TO SCALE TRACK STRIPING NUMBERS & LETTERS DETAIL NOT TO SCALE STILLWATER AREA HIGH SCHOOL RENOVATIONS 5701 Slillwaler Boulevard North, Stillwater, MN 55082 Stillwater Area Public Schools ISD #834 1875 Greeley Street South Stillwater, MN 55082 WOLD ARCHITECTS AND ENGINEERS I l' Ali::nc.0 ]ua:, 1:.ne G_Ix10 —Id— 1 651 2J-773 Larson Engineering, Inc. 352A Labor, R,ad ti8dle a— Lata Um 55110 651 A81 9120 (1) 651 481 9201 Ivvw lars-Ii com ©SON L+.wn_g 9 c g rnamr.�l I�''�L-� NNO'�RTHH O 1s 7o IA Kereby TeO:ay Nat N:s plan spep0ratipns or reQpM1 ey n:e or untlu myd sup—': eM lae llaam a duly lirensetl Prpreszianal Engmecr u Oe.O�e laws al Np stale of innesola Gr 111-4 P� Dale: 10112111 N.: _ 23793 umm: 1na9oea _ j_ Date: _10.142124 — Dm1vn:- m.>< ■Aa TRACK STRIPING PLAN RECEIVED UO 14 2024`-'�-" CITY SUBMITTAL SET - 10.14.2024 C202 MN 9TQ-,HATER AREA HIGH SCHOOL HOOL 5701 STILILIOJATER BOUT EVARD NOR S TRIA.1,"VATER. MIN 55082 M M-7- 7 STH v NAER FAREA HIG-li S-3i;001 STI —,"A: R SO, EVARD P:C;P';: I ST;l LWATER W. 5,-M-2- r C-j MWMI- a0I,V, OW 4A. t [It "1• 2 IIAN . f In PLAN I S*ZKM WRH MICRON FILTER mlu,ImoNmm BAGS 0 BE CHECKED FERI.BICAU-1 AND BAG IN EACH BASKET CLEANED OUT AFTER EACH FAIR EVENT FITS NEENAH 1642 AND 17]3 FRAMES OR EQUAL 7 PROFILE INFRASAFE INLET PROTECTION DEVICE (.OR EQ.) C NOT TO SCALE WIRE MESH REINFORCEMENT (HIGH FLOW AREAS) METAL WO Pmr.m&Tom— r mAx spAW40. r wto Wow) MNDI GEOTE GRADING NOTES I T— 11.1-1- sang .1 —1— - ..." ba .. Il- .�9-.., la'.ES.—,1—a..Id.Ida- 3 G.—lb— n —d —al --1 alad, —11. I M eNub-d area: . — V .1 — ax,N mpspl — adad 5 Ill Wakwbv w W W—da, .--a — Mal. and local adiKinm Iiibwr —la, ---. FABR—CHDRAGE IFIDICj; M IIL"Nh TAMPED NATURAL SOIL NOTE' DEPENDING UPON CONFIGURATIOK —ACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS wBFH WIRES. OR WOOD POSTS WITH STAPLES SILT FENCE INSTALLATION DETAIL NOT To SOME .ES: LWIDTH OFEXISTING 6SWAYOPEF04031 — WIDTH (�j� .... )ROCK CONSTRUCTION ENTRANCE ,I�� NOT 10 ScAlf SYMBOLLEGEND "'Nocovnms m- PROPOSED —S - MAJOR INTERVAL — — PROPOSED DNBPCUNS- MINOR INTERVAL 20# GRADE SLOPE SILT FENCE SEE DETAIL Id — ROCK CONSTRUCTION ENTRANCE, CONTRACTOR SHALL PLACE IN NOST APPROPRIATE LOCATION SEE DETAIL -300 E PROTECTION SEE DETAIL L-Md S—ABIRREVIA—S C _ CGNC`ET G - GROUND r) - "ISTING TO BE VERIFIED STILLWATER AREA HIGH SCHOOL RENOVATIONS 5701 Stillwater Boulevard North, Stillwater, MN 55082 Stillwater Area Public Schools ISD #834 1875 Greeley Street South Stillwater, MN 55082 EROSION CONTROL NOTES AND ENGINEERS+ Tia,S.bI, II,a.1a-pam— I. "S P-1 -- ..l, l I- 2 .... —d.., _ -Id. ...­ (..,a, aaa,l­ all d-a. and cork wnslmcllon rM.rna — la a--.. al '-� sal a 22-71 3 E— -- =— =— - a—.- - ---v- tenons alad ak,,1 Md-- I.pl or b-la. adad.—I aia.m. EwPPP Larson 4 A --- Engineering, Inc. 5 TI.,Id.dfIb­ Th--b—alf—Ilb—l-Ild 3524 Lab— Road Whit, Rear Lake, MN 55110 — a --pa--.P.— 6514 81 9120 (1) 651.4 a 1. 9201 6 Ad S,ada,g dpereo.asbdl b,, —ad . I manner to alinimle the p—Ii.1 far sae aroslon, vnvw I—onengr cam SWm _UaN, al— be —bad! .n all d— g.di— pa —lb, -- ..y up grade- lard gztud,,,g adnmlcs beg. m 1.1e, Q2111 — E­,—q M-gazed sal areas must h—M d. soon as possible la l-i sell aroslon but no ..a I_ aggreg. mmpmems W roads pa,daaR — and ..dar sud—s are --pt 11m hia aq.ir—anL Ua . a.. &a., —Wa, � dp=�,drL-, dib. ., —1. dbaL dr­ --= W a-.. d - tile, . nd d..iLa must he slaoiuxetl .0 fjN — Ile popedy Mg, or I— III. point of d.,d,,rga into -y a.— —al Ibe .... plalad—.. V — after wane&ng I- -e— , Ma— w-, and —ndmn.,, thad NORTH %d. .—Is a— he p— — -.,, dissipation—. 2a loafs of —na— I. sudace,vattt 7L7—L----J 10 Al ­ OA IbI—lad .0, , Bad, .—I or 161 ep-1— fable and amply mth ft,, Mj..a.NDapa­d,d lMaaadJ.S-d,adSpedfi.,-1 1 rsdis&argng mlowNaWsar water batlles sM1allpWel al or below Inc normal water al an vMere Tha, a—. —� shall be ffi..— ald-dan af - —1al .'Ile --d or —aer baNly Q A11 Ma --..Wed far sue drainage tlunng canslrucllon shall b,, —adl. Cal&basins --., I., sits dra—,,a dun g1amm,nlp, sled be P—dad wM ilki P.Ialt- 13 1,areas wnzre --d Ile- A.r I— II, -n and —a . front of d—cal&basins ..d.—I.-- 1-6. &M ba Ib— b, Ma—admn -- I. P.— —b 1—l• ftapti Aohmd. apa.­ a- days dungurs a— andw— 24 hoallvf IS NI BMPs -al naaR —B`ylrtl 13 jrMKb. I­,he—U.—Al oX-ziea¢vmWalions o15e0imenl must be removed in a 40 A. W, WsWOX It m rAV— —., a— W wl, .,N—,,d,amNaafi—a,adIhM, areas are --- —.g a— me nN Va W n a- 19 T­ d.—Ibe par —da­ aadi,, a. — and gufler ask,ma. ar =aby ..dfy Mal Nis plan spnourahons a, repo. mM,ats and III— unless -la I. a bypass,. pence ftp .. — ar P1,,r -P bylyliwnzW .1 9ineer 2o --a dien� pryr. o.- melmvz al Me stale of M 6­g d pp,,q —.0 comply -, RITCA d­aI aba-11 LlS AB.NaI, I E 21 M gasd,ne palq aaai ­ --a- aa,ba-- —t ad p,.pady —d, md-, --q I)- ID 14 2D24 U,N- 23793 FaIdmiad-11a.—g—... mast be pmvitlW mprev.nlvanpaasm 9oug. antl disposal of M1a2allo,rs waste must be in compliance will NIFCA -.a.— A.— Eaba-ad ­g ar ­ and a4hNr dam—l.. v,h, deI, —1 be Ii.dad I. , d,r,.,d N—gin—ga-ingia.11—d 23 Ad Sqdad ad WM — ganaarNad by 1-1t, .1— ope 6... m- h,, aniamad m . IeaWprools',v0avenmlAdq or irlpemleable liner. A—p.a,ad..y1inarIh.dd...-1— ba a— Tl.I,q.!d.nd,.1id=g a, d wazles mean and Ih.a —1 not bo NnoH 1— .. --=h-I rnas Li�.d—d—dw.s'�.ullb,d,zp..6.fp�.dy.ndin A ., a- ----adjacent 1. aad, —... f.alLy to Mr— —1. 2J Upon ce,aklmdme lwgeq aM LahJixativn of all graced areas all temporary erosion wnlrol C. 122460133 b—p"I­ bay—.—)ahadIba--f1.ahaaia ..I.: 111112d. Dr— KBK riled: .b- a— ad —I,afida W P--NP.EB p-1 3B I— B, Final SbabI GRADING AND EROSION CONTROL PLAN RECEIVED OCT 14 2024 CITY SUBMITTAL SET - 10.14.2024 C300 SYMBOLLEGEND MN I • i L: 1 r . S I • INLET PROTEf.TI(.N �• 1 _ �, �� I'S i :. � �: '�� • ' �,� � I!ILEr wDTELTNiN L15Tw) • ( � _.__ , -yam., _ SEOIMENTLOG- 5"mw Lao • y•- — — ^~•— • INLET PROTECTION(15j TYP1 J r _/ • Is EXISTING CONTOURS lw ROPOSEDCONTOURS- MINTERVAL XilPROPOSED CONTOURS-MINORINTERVAL �nx GRADE POPE SEDIMENT LOG SEE DETAIL I —I }� ROCK CONSTRUCTION ENTRANCE. LJ CONTRA CTORSHALLPLACEIN MOST APPROPRIATE LOCATION SEE DETAIL 21— ETEROTELTION, MAIL TI1 SEE DET SPOT ABBREVIATION£ 91200G C-CONCRETE G-GROUND M-MLLH (')-EXISTING TO BE VERIFIED GRADING NOTES I See SNle1 C2001Pr G-Jmg NPIe9 EROSION CONTROL NOTES 1 Sec Snee1 C00— Emson U—N1M "`�""""""'`"•" YlpOO STAKE OR SANG BAG • WOOD STAKE TO GN1 PENETRATENETONG. 1 NOT CUOLEX IMTERIAL GROUND FF— Y I NOTES 1. STHIO= OR SANO BAG SPACING SNALL BE 2 FEET O C s SEDIMENT LOG DETAIL 1 NOT TO SCAIL STILLWATER AREA HIGH SCHOOL RENOVATIONS�.7L1 1 5701 Stillwater Boulevard North, _f ' Stillwater, MN 55082 Stillwater Area Public Schools ISD #834 1875 Greeley Street South Stillwater, MN 55082 WOLD ARCHITECTS AND ENGINEERS Larson Engineering, Inc. 3524 Labore Road W""lawLmu, MR 55110 651 481 9120 (1) 651 481 9201 wxw larwnengr.rom ©2AN D.ao, E+9,-ain91� Go II'�IIrI NORTH g is 30 60 Ih—sy� Nay M.IM,a Plan q,euticatlansnrrepnrl w e by P,e Pr under my tlirecl zuPemz,m antl Mal I and a tluly Ucensntl P1.1—onal Eng,n— �dNO,elawsPlO�esNleP InnezPla 1a cL-Qa, oa GregABuaal PE Dale. 10142024 23793 Camm: _1224608] ' Dale: 10112/21 Davn: KBK CI,Pd GAB TRACK GRADING AND Cn EROSION CONTROL RECEIVED OCT 14 2024_ CITY SUBMITTAL SET - 10.14.2024 C 3D 1 MN I_1 uv uimr = T ADDITION•,• I , ■L_ L - : -` AERIAL SITE PLAN AND OVERALI.6L11LD3NG PLAN Ct wI LO xJLc FIE Ai,p SYRICALLOPENIN� NOTE: HEIGHT TO BE 10'L-TO MATCH EXISTING Ftw N FLOOR PLAN - PRESS BOX DI ,x r•o n r r -- I .twPlD:see. BIGHABE - TO MATCH EXIBTINGBOE; FONT STYLE AND SOE TBD HOME OF THE PONIES 9 lift OFflCE• 2 I _ t I FFIGE — —i s rniFceeKl:c LOBBYI RECEPTION - . r� 1 L M1 � •.1 � 1 OriiGC • `s to l------- ' J . .1 — .1 --• `• � I' = =__-� _ it . U. .: fiP uaEHNE • E� i awl 5 • r OFfl[E� -� \ Jra „ED H . N- r� FLOOR PLAN -MAIN OFFICE ADDITION ur• FACEBRIC ; FAGEBN PREFNISHEO ARCHITECTURAL __- [K2 NNYLmNDON YETALCOMG STONE BILL -- ti' ia•syr - --- — — - — - iO IAASONRY I 6-1 Y9' yB0 FB B O FB T.o. cLAzn+c I ,D1 . BAEEIAI -- i . _ANGLEDELEVATION --X— ANGLEDELEVATION gva• = RIOR ELEVATION - MBAIN OFFICE ADDITION r•c 0 3' FACE BRICK t -BLEND 8XTERE IOR MATERIALS ryl— SAHS 2025 ADMIN SUITE ADDITION AND RENOVATION 570I Stillwater BIW N Oak Park Heights, MN 55082 �412- Independent School District #834 1875 Greely Street South Stillwater, MN 55082 nwo WOLD ARCHITECTS AND ENGINEERS c: IS„I (I.V iilnl .N....».n-Yn wuIIeofA ANGIE l-ATION ANGLEDELEVATNN _ _,L _X Ards Nam - cA Num Issuc Dale Data Drawn: _10142124 L�. Lhedc JK NUN IISiY1=C� CITY OF OAK PARK HEIGHTS SUBMITTAL NOT FOR CONSTRUCTION ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS RECEIVED OCT 14 2024 S.s• Mwc.lre �,� EXTERIOR ELEVATIONS •PRESS BOX EAST AND WEST - Al.0 MN 6.0 p t.m %A Ll PROPOSED BUILDING A103171ON LOCATION ELECTRICAL PHOTOMETRIC PLAN E LIGHTING FIXTURE SCHEDULE TYPE EX: EXISTING WALKWAY LIGHT POLE TO REMAIN AND SHOWN FOR REFERENCE ONLY. —NO NEW LIGHTING FOR THIS NEW PROPOSED ADDITION. PROPERTY LINE SEE DETAIL 1 FOR MORE P_ V­•Ll -ZI . C3=. 0 1 r._ELECTRICAL PHOTOMETRIC PLAN NTS SAHS 2025 ADMIN SUITE ADDITION RENOVATION &05 5701 SQal.r Bird N Oak Park Heighls, IVIN 55082 INDEPENDENT SCHOOL DISTRICT #834 1875 Greely St S, Shill —ter, MN 55082 WOLD ARCHITECTS AND ENGINEERS ll.,rl HALLBERG ENGINEERING ELECTRICAL PHOTOMETRIC PLAN RECEIVED OCT 14 2024 CITY OF OAK PARK HEIGHTS SUBMITTAL NOT FOR CONSTRUCTION EP1.0 DEMOLITION NOTES I Verify all eusling ubhty locations It is the nesponsib44y of the Contractor to perform or comilmalo all necessary utility demolitions and relocations from emsling utility locations to all onsne amenities and buildings These connections include, but am not limited to, water, sanitary sewer, cable Iv, telephone, gas, eleNiy site lighting, etc 3 Prior to beginning work, contact Gopher Slate Onecall 1651454-0002I to locale uNilies throughout the area under consbuction The Contractor shall retain the services of a private utility locator to locate the private ubhhes 4 Sawcul along edges of pavements, sidewalks, and curbs to remain 6 All construction shall be performed m accordance wnlh stale and local standard specifications for construction N Owner will mark all nrigabon within the work area Coordinate excavation activities with owner Owner will remove existing imgabon heads and cap pipes during exceval— r of c 1.. •� '�;:..� 3f f_.� raj. � ... _ - .- - - � � �-: � �►: GG NORTH Q4 • s9TH STREET J ayoQir4 � KEY PLAN NOT TO SCALE SYMBOL LEGEND REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT SECTION AREA = 1.520 SO. FT. REMOVE AND DISPOSE OF EXISTING CONCRETE PAVEMENT SECTION AREA = 464 SQ. FT NOTES: 1. EXISTING BLEACHERS ARE NONELEVATED 10 ROW WITH A SEATING CAPACITY OF ABOUT 140. THE BLEACHERS ARE 7'-5' HIGH TO THE UPPER ROW SEAT, 2 THE EXISTING BACK STOP FENCE IS CHAIN LINK FENCE, ABOUT 20 FEET HIGH WITH A HOOD EXTENDING OVER HOME PLATE. KEY NOTES OSAWCUT, REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT SECTION. OSAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE PAVEMENT SECTION. OREMOVE AND DISPOSE OF EXISTING FENCE FABRIC, FENCE POSTS; AND FOOTINGS PROTECT CONCRETE WALL AT THE BASE OF THE FENCE. OREMOVE AND RELOCATE EXISTING WATER SPIGOT. OREMOVE AND SALVAGE FOR THE OWNER THE EXISTING BLEACHERS. RECEIVED UC'i 14 2024 0 NORTH 0 15 30 60 U v to O�/�� ,� 4- 11/� L � no 4 IF J LU O J w D O I _ v, N W z w o� O l� �O > Q QULL,Q� � JLU J�O�¢ _jQOoj U)�m�U) Q U J Q C/) _ Z 80, W v o 0 �X LU j W > 2 LU z J O LLJ Q a Q LUQ LUW — a _l �•y� Q J U) J W W_ U)CD O N G t 1 hereby certify Ihal this plan, specifications or report was prepared by me or under my direct supervision and Thal I am a duly licensed Professional Engineer under the laws ome f o or IHnn.Ky!a -9b- '-'- Greg A Buchal, P E Dale 09 26 24 Reg No: 23793 Rai AlE Orly ee4., tat e4 1l evy s.— Project 4: 1224612D Drawn By: KBK Checked By: GAB Issue Date: 09 26 24 SHW le[. DEMOLITION PLAN C1 00 Sheet tj 0, 1 }� � •T l I 1 I I I � l I I I 3 I 1 I I i I I �I 1 I I I I � L I ; F.i ;l[i OVI E. { I I _ � � I I I• I I • ,•. i I I r---------- S ) I I I I I VA o� P NORTH a • 59TH STREET ' -- KEY PLAN _ NOT TO SCALE SYMBOL LEGEND NEW CONCRETE PAVEMENT SEE DETAIL 1/C500 AREA = B57 SQ FT. NEW BLEACHER PAD CONCRETE PAVEMENT SEE DETAIL 210500 AREA= 2.250 SQ FT. NOTES- 1 - INCREASED IMPERVIOUS SURFACE = 1.095 SQ. FT- 2- NEW BLEACHERS WILL BE ELEVATED 24 INCHES AND ARE 7 ROWS HIGH WITH A SEATING CAPACITY OF ABOUT 276 THE NEW BLEACHERS ARE TS- HIGH TO THE TOP ROW SEAT- 3 THE CONCRETE JOINTS ARE SHOWN ONLY FOR GENERAL REFERENCE TO SIGNIFY BLEACHER PAD CONCRETE PAVEMENT. ACTUAL JOINTS SHALL BE CONSTRUCTED PER PROJECT SPECIFICATIONS. GENERAL PROPERTY LINE - - - - — EASEMENT LINE RIGHT-OF-WAY LINE -�•�•-- SETBACK LINE KEY NOTES ONEW CONCRETE PAVEMENT. SEE DETAIL 1/C500 ONEW CONCRETE BLEACHER PAD, SEE DETAIL 2/C500 ONEW B' HIGH CHAIN LINK FENCE AND PLASTIC MOW STRIP. SEE DETAIL 3IC500 ONEW 12• WIDE DOUBLE GATE, SEE DETAIL 4/C500 ONEW 4- WIDE SINGLE GATE, SEE DETAIL 5/0500 ONEW BLEACHER LAYOUT, SEE DETAIL 1 & 210501 ONEW BACKSTOP WALL, SEE DETAIL 3 & 410501 O NEW ADA RAMP, SEE DETAIL 1/C501 ONEW BACKSTOP NETTING AND NETTING POST (APPROXIMATE), SEE DETAIL 1, 2, & 3fC502 RECEIVED Ki 14 M 0 NORTH i 15 30 C� E. pew L � Z 0ce - �.AW J Lu 3 o J Wz w N -w W W O v, Z o �o �Q� Q=Woz �UC/)=W J0oQ W CD v J {-L CO O U) Q U J J Q cn = LLZ8z Ow UOaNG (n:�EU)aL W �wLo 06 \ Z J J � w ',aw coCa Of W W G Q J W _ a � J H Q Q U) .J J In m W U) N LL cV a I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engmeer under the laws of the stale of Minnesota Greg A Buchal, P E Date: 09.26 24 Reg No: 23793 Rev Oare OesvipGon %, 501t7{ cgy& Nrr Ptopol F 12246120 Drawn By. KBK Checked By: GAB I.—l7i W78TN Sheet rue: LAYOUT PLAN C200 Sheet: .' SEDIMENT -.-:''.t..0 .:..•'tom. .. .',� ] ' .54 //// .O INLET PROTECTION (6 TVP)J EROSION CONTROL NOTES I Owner and Conlraclor shall obtain MPCA-NPDES permit Conlraclor shall be responsible for all fees pertaining to this permit 2, Install temporary emsion control measures (inlet prolechon. sill fence. and rock construction entrances) prim to beginning any excavation or demolition work at the site. 3" Eroson onlrol measures shown on the erosion onlrol plan are the absolute minimum The contractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing, andfor disk lire sal parallel to the contnrs as deemed necessary to further control erosion • 4, All consnuchon site entrances shall be surfaced with crashed rock across the entire width of the entrance and fmm the entrance to a point 50' into the Construction zone. 1 5 The toe of the sit fence shall be benched in a minimum of The bench backfill shall be Compacted with a vibratory plate compacor 6 All grading operations shall be conducted m a manner to minimize the potential for site erosion Sediment control practices must be established on all down gradient penmelers before any up gradient land disturbing activities begin 7 All exposed soil areas must be stabilized as soon as possible to limit soil erosion bul m se later than 14 days after the construction activity to that portion of the site has ( Iemporanlympermaimmlyceased Temporary stockpiles without significant sell, day organic components (e g , clean aggregate stockpiles, demolitim mnaele • stockpiles, sand stockpiles) and the Constructed base components of mads, parking 1 lots and similar surfaces are exempt from this requirement. `r • 8 The normal welled perimeter of any temporary or permanent drainage ditch or Swale - that drains water from any portion of the construcion site, or diverts water around the �. site, must be stabilized within 200 lineal reel from the property edge, or fmm the point of discharge into any surface wales Stabilization of the last 200 lineal feel must be ♦completed within 24 hours after Connecting to a surface water Slabili cation of Ilse d 1 remaining pomons of any temporary a permanent ditches or swales must be complele within 14 days after connecting to a surface water and onsbuction in that Portion of the ditch has temporarily or penanenfly ceased. A Pipe outlets must be provided with energy dissipation within 24 hours of connection to \ surface water ` 10 All nprap shall be mslalled wiM a filler material or sail separation fabric and Comply with the Minnesota Department of Transportation Standard Specifications I \ 11 Allstormsewers discharging into wetlands or wafer bodies shall outlet at or below the no I mal water level of the respective wetland or water body at an elevation where the downstream slo a is 1 e ent or flatter The normal water level shall be the invert P P elevation of the mdcl of the wetland or water body •v - I- - All r site drainage during hall be i 12. storm {, r \ d to prevent runoff from entering theslorm -weir system Catch basins covered :. r - ,. ✓ er sary for sde drainage during construction shall be provided with filet proledioR _•, 3•^;�•':._ - 13 In areas where Concentrated flows occur (such as swales and areas in hurl of stop _ w, i:-'{2 - - - _ •� catch basins and intakes) the erosion control facilities shall be backed by stabilization - _ - •'.'•iry� , 1 ;f structure to pmlecl those facilities from the concentrated flows ` 14 Inspect the construction site once every seven days during active construction and • within 24 hours alter a rainfall evens greaser than 0 5 inches in 24 hours. /{/ { '•' I _ ` 15• All BMPs must be repaired, replaced, or supplemented when they became - ( { onfunclienal our the sediment reaches 113 of the Capacity of the BMP, These repairs _ >c , must be made within 24 hours of discovery. or as won as Geld Conditions allow access Ili If sediment escapes the construction site, offa0e accumulations of sediment must be removed in a manna and at a frequency sufficient to minimize off -site impacts 17 All soils tracked onto pavement shall be removed daily 4 1 B All infiltration areas muss be inspected W ensure that no sediment from ongoing 1: msl ion t is areas are fmm reaching Elie ipment . _ t ,• f ( cr ss the infiltration arese Compactiontected driving across ea - duec consl cli equipment g acro toy •� 1 z bets. 19 Temporary soil stockpiles must have sill fence or other effective sediment onlrols, and Cannot be placed in surface waters, including stormwater conveyances such as 1 curb and guller systems, or conduits and ditches unless there is a bypass in place far the slormwaler • I, - -. �-^. ,, :-' • ;: t-• - - 1 20 Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, k .. .1 Fabric, cons"dion and demolition debris and other wastes must be disposed of �.:.� property and must comply with MPCA disposal requirements • • • 21. Oil, gacoline, paint and any hazardous substances must be property stared, inducing secondary containment, to prevent spills, leaks or other discharge Restricted access ,; [ I i iJ `.: S_ ?.::ml�r - , . to storage areas must be provided to prevent vandalism Stooge and disposal of hazardous waste must be in compliance with MPCA regulations J „ Y 22. Eaemal washing of trucks and other constmcton vehicles must be limited to a defined ea he of tsite of must be contained and waste property disposed of. No 7r engine degreasing is allowed onsile • • r ) _ ,_ . " -- -� 23 All liquid and solid wastes generated by concrete washoul operations must be • _- contained in a leakproof Containment facility or impermeable liner" A Compacted day I / r f hoer Ihal does not allow washout liquids to enter ground water is considered an r impermeable finer. The liquid and solid wastes must not Contact the ground, and there r'' I f 1 �i �' ,. _ I f must not be mnofi from the concrete washout operations or areas Liquid and solid 1 wastes must be disposed of property and in compliance with MPCA regulations A sign must he installed adjacent to each washout facility to inform onaele equipment operators to utilize the proper facilities. I r •_ 24 Upon complelim of the project and stabilization of all graded areas, all lemporary 7, r J eras on Control facilities (sill fences, hay bales, etc,) shall be removed from the site 25 All permanent sedimentation basins must li reslaed to their design condition immediately following stabilization of the site days 26 Contractor Sshall Iwb �d Notice of Termination for MPCA-NPDES penilwithin 30 ~ ('' PLACE INLET PROTECTION 1 _ i :o 4 ^ + AT THE 3 NEAREST DOWN STREAM CATCH R1L411d9__- .._ r _ • -� PLACE INLET PROTECTION AT THE NEAREST DOWN r STREAM CATCH BASINS •(-�- �._'•� - — ' _ _ .. _ _ 11t. � � N - TIC - - - � _� � e •,1 '`l.--i Yz9.+•FloFir�%,.:�'ti� �4 fir. ... - _ �. .--.fir I r✓i%..ACs`..• .1 -. J� t NORTH t• ~`_ 59TN STREET ' ORTH - ;r fl KEY PLAN NOT TO SCALE SYMBOL LEGEND - •• -' = -• - - EXISTING CONTOURS PROPOSED CONTOURS - MAJOR INTERVAL 949 PROPOSED CONTOURS -MINOR INTERVAL - - - - SEDIMENT LOG, SEE DETAIL 710500 ROCK CONSTRUCTION ENTRANCE, PER CONTRACTORS BEST LOCATION SEE DETAIL BIC500 r•�� 4 INLET PROTECTION, SEE DETAIL 810500 SPOT ABBREVIATIONS: 937.00 C B - BITUMINOUS C- CONCRETE (-) - EXISTING TO BE VERIFIED GRADING NOTES 1 AN elevalions with an asterisk(') shall be field verified If elevations vary significanfly, notify the Engineer for further instructions. 2 Grades shown in paved areas represent finish elevation, 3 All disturbed areas within the ballfield area shall be restored with new sod over 6" of sandfpml mixture, over 12' of sand Outside of the ballfield, place new sod ova 6' of salvagedrnew topsoil, reusing the salvaged topsoil to the extent possible 4. All consbuction shall be performed in accordance with stale and local standard specifioli ins for construction RECEIVED OU 14 20i NORTH 0 15 30 60 ,3 m C CIO JW us O J LU W w� O Q n Q=Wow _j U) O0� V) Q, fit Q J J Q Vr/) = W Z 000 O W U allo Q to W cz9 w /Ll _ J f1f W Q W Q w 2 Gow LLI— as QQ _j J fit J J c~n m W F o NCD N 1 hereby certify that this plan, speafications or,,p,d was prepared by in, m under my direct supervision and that I am a duly licensed Professional Engineer under the laws Of Ilse stale of Minnesota. lire;cha�, P, Dale 09 26 24 Reg No: 23793 Rev Date Desorption id.uN C+r Bd.na-r'- - Pmjeel d: 12246120 Drawn By KBK Checked By: GAB ' l Md* ply 2B3J Sheer Tide: GRADING AND EROSION CONTROL PLAN C300 j t 1 I ? S 1 . — • .og { 1 ` 1i h 1 1 I it 56 LF - I" WATER M Al 4 �5 RELOCATED WATER SPIGOT O f- �P `' p2pP NORTH r. , I SBTH STREET •� ` NORTH KEY PLAN NOT TO SCALE SYMBOL LEGEND O STORM MANHOLE O CATCH BASIN CURBINLET ® FLARED END O SANITARY MANHOLE HYDRANT ►� GATE VALVE & BOX ® WATER SHUTOFF LIGHT POLE CTV CABLE UNDERGROUND LINE OE ELECTRIC OVERHEAD LINE UE ELECTRIC UNDERGROUND LINE FO FIBER OPTIC UNDERGROUND LINE — GAS GAS — NATURAL GAS UNDERGROUND LINE —) >— SANITARY SEWER PIPE » STORM SEWER PIPE T T TELEPHONE UNDERGROUND LINE —I—II WATERMAIN PIPE —» DT— DRAINTILE PIPE KEY NOTES �nELOCATEO WATER SPIGOT. FIELD VERIFY WATER LINE LOCATION PRIOR TO RELOCATING THE EXISTING WATER SPIGOT UTILITY NOTES I It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations from existing utility locations to all onsle amenlies These connections include but are not limited to water. Sanitary sewer, cable TV, telephone, gas, electric, site lighting, etc 2. Owner will re -install irrigation heads and lines within the infield work area Coordinate grading Work with We owner so irrigation can be installed pnor to final grading and sod installauon 3 The contractor shall renty the elevations at proposed connections to existing utilities prior to any Hern.W'tmn a.x WAhee RECEIVED OCT 14 2024 0 NORTH 0 15 30 60 U m L Z� F. N�o - L J U1 3: E O �-1 w O I _ -, N v, z W � w� � '2" Q=Wo7 �U�=w J�O�a �WQO0� v) pg Q t1 J J Q VJ = m F- -, I L~Lzo0 Ow hoc" � 2 �Qc) �% w W > Z JOWm' Q a Q w Q �W w � �/ ) ' J Q -j coJ U) W u) o N ur) C) N I hereby certify that this plan specifications or report was prepared by n me orunder my direct sup—smn and Ihatl am a duly I—r-d Professional Engmeer under the laws of the state of Mmnesola /O Greg A Buchal, P E Date: 09 26 24 Rey. No.: 23793 Avr 11rex Dcwame Proloct 4: 1224612D Drawn By: KBK Checked By: GAB Issue Dale: 09 26 24 Sheet Tide: UTILITY PLAN C400 Sheol: J Fw,&I9 3" O-D TERMINAL POST TENSION BANDS SPACED MAXIMUM OF 15" APART TENSION BAR NEW 6" PORTLAND CEMENT CONCRETE NEW 6' BASE AGGREGATE — APPROVED SUBGRADE SOIL CONCRETE �1 CONSTRUCTION DETAIL NOT TO SCALE TH I CKENED SLAB TO CORRESPOND TO BLEACHER SUPPORTS 24' Ir _ CONCRETE BLEACHER PAD .. - SEE DETAILS •`• NEW 6'BASE -- AGGREGATE NE1f11 24"NON-FROST SUSCEPTIBLE FILL _ APPROVED SUBGRADE z BLEACHER PAD DETAIL NOT TO SCALE CHAIN LINK FENCE FABRIC 3' O,D. LINE POST L» 12" DIA X 5' CONCRETE FOOTING (TYPICAL) NOTE 24' WIDE BLACK PLASTIC (HDPE) MOW STRIP UNDER ALL FENCE IN GRASS. s FENCE DETAIL C NOT TO SCALE PROVIDE CROSS BRACING FOR GATES AS RECOMMENDED BY MANUFACTURER 12' 3' MAX. _ -X . 24" WIDE BLACK PLASTIC (HOPE) MOW STRIP L— 12' DIA X 5 CONCRETE FOOTING (TYPICAL) NOTE 24' WIDE BLACK PLASTIC (HOPE) MOW STRIP UNDER ALL FENCE IN GRASS a DOUBLE SWING GATE DETAIL dd NOT TO SCALE Np'�04> MIN 6" OF V TO a 2- DIA ROCK MNDOT STANDARD SPECIFICATION ryO IN 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC BENEATH ROCK VARIES - FULL WIDTH OF EXISTING DRIVEWAY OPENING OR 18 " PAIN, HIGH CUT-OFF BERM TO "I NIMIZE SILT RUNOFF FROM SITE 20' MIN. WIDTH, 6 ROCK CONSTRUCTION ENTRANCE C5O0 NOT TO SCALE 9" CURLEX SEDIMENT LOGS" WOOD STAKE OR SAND BAG '• WOOD STAKE TO ONLY PENETRATE tjETTING. NOTCf,IRLEX T ERIAL FLOW GROUND i NOTES: 1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C, SEDIMENT LOG DETAIL C50 NOT TO SCALE CHXW LINK FENCE FABRIC — ALL JOINTS SHALL BE WELDED TO PROVIDE A RIGID FRAME 3" O D FENCE POST PROVIDE CROSS BRACING FOR GATES AS RECOMMENDED BY MANUFACTURER — CHAIN LINK FENCE FABRIC ALL JOINTS SHALL BE WELDED TO PROVIDE A RIGID FRAME r SOLD, FENCE POST 2i" WIDE BLACK PLASTIC (HOPE) MOW STRIP L. 12- DIA X 5' CONCRETE FOOTING (TYPICAL) NOTE: 24'WIDE BLACK SINGLE GATE ALL FENCE IN GRASS GATE DETAIL NOT TO SCALE PLAN 400 MICRON FILTER BAG IN EACH BASKET ?ILTEK AKCA S.GS IT OVERFLOW AKFA 0.42 Ff' MAXIMUM OVI KFLOW RATE (i4 7' HEAD) 199 CFS MAXIMUM OVtKH UW KA fE to 13' HFAO) ?,7•a CF i IM I L=T WL-IGIIT fEMFM I LB HASlrI N(:1Crif [I U 11.•AIVIOM, 1 4, Ulf. 2 BASKETS WITH 400 MICRON FILTER BAGS TO BE CHECKED PERIODICALLY AND CLEANED OUT AFTER EACH RAIN EVENT FRS NEENAH 1642 AND 1733 FRAMES OR EQUAL PROFILE INFRASAFE INLET $ PROTECTION DEVICE (OR EQ.) CS06 NOT TO SCALE RECEDED OCT 1 � 2021 U C � � N E to L n c� _ C c`.IJv Jw3: O ILI) J w LU O to Q 7- LU �Uc/)=w J � Q I— a p- LU m o v) fn Q Yq O J J Q U)co S 11 O Z W = p O :-�'i'Ql-n LLI w 06 > z J � L[7 DoLU Q a- a REa GoLU w>Q>� `�`///••��� Q > F— Q _j J co m—J�� W U) O N LL LD CD I hereby cendy that this plan, specif f.ns or report was prepared by me or under my direct supervision and Thal I am a duly licensed Pr.fessi.nal Engineer under the laws of the slalc of Minn eso.1ta. A' '/'-- Greg A Buchal, P. E Data: 09 26 24 Reg No : 23793 Re+ (!w Oeur'o'— +0 uH pY Sau..m Proleclb 12246120 Drawn By: KBK Checked By: GAB Issue Dal.: 09 26 24 Sheol Tdl+' DETAILS C500 S, 00 r secrroN ays rlryX `ustt5N xnpa Hr=r sea rs ri WIF_FLGIIAKZ SPACES S rpr�tt+cruarrdcarRurr N I ;i1.: l w�cour �tl„�uI pep 24A-OTMTRLLOS_PBB12 SALES 2049 - tlpmw 04i5 Ranavl Rc<+rnlm SYslxms w -_ ^�^+° 24 FL-/ 2 POW 4RFRFn Ri FACHF3 �1AN VFW t BLEACHER LAYOUT C501 NOT TO SCALE rn. seAn c �rnor: r1Er,� T— r.� �� •norms rv,- 1n r�s�n r� �r 1 F-7 " �Sii ice. y�+n,-�c,� RI�I �fl.L� mtl�ir[ M� Na=liarel Rwmi/IYRicn/ SY`.mm FUTURE PHASE I I 1 z BLEACHER ELEVATIONS $01 NOT TO SCALE [•k. aM_Y. r�x«. a _, 24 - 71,t RCLCS_✓B6 - SALES 2041 i EL---V. ] ROt! ;6ir %EW6N 1; 'FES, c Ih MMEDIATE PP'_EAl' N '1kmc1E90asu[1— vaNBNG sA'rtx+ GlL-S IIRJP"WI5 EL'l -.w eRcrc:r InE P:.os», rur+or.+EW Ms lz� BACKSTOP MODULAR WALL Q1 NOT TO SCALE ^NOLNTINGBATTON PA;)VELCM LLR.IEcK OJ1 IU IEWINEO iENG IfiS- �CKiEIXP F.EIrERaTV�tiP11Et`JEnNTE?DSrfE?[csT wcYlS! ICt; sros cw; � smrt&v Ere mw.:IL.T ua xal�sr -EMEF 1i :PotEwirN ' rlcloFf 1>? S-SA LY1!6_H BACKSTOP MODULAR WALL NOT TO SCALE RECEIVED OC; 14 20'� U z C C z e EE Nan co iSAJ =a JW�3� O J w O VJ N W Z7 m > Ln O O Q Z Q=LU C) � U) �w�Z �� thou) Q J (Jl = ILL Z 0O O �W U 0 W `DaC' W w Ln 06 > z J O w j)fm w Q W Qw¢ co L LJJ F � — a QQ J J (n J W (� O N LL Ln 0 N I hereby certify that this plan, specifcalions or repu was prepared by me or antler my duecl supervision and Ihal I am a duly licensed Professional Engineer under the laws YJ" r el�M� Greg A. BUMa�, RE Date: 0926.24 Reg No: 23793 Pobe 0— Lb— muR1 aaYa.Rn•Qa. Project M 12246120 Dawn By: KBK Ch..ks d By: GAB Issue Dale: 09 26 24 Sheet Tills: DETAILS C501 Sh. nEauu. sLe DE anu;PaE BACKSTCP DIMENSIONAL CHART N u r4 PLAN VIE'N >� r PC, S PC, R__TTT.•_LL WF1tYLFCM14 .1 V.ViYAGRE00'RED E'N'AIIICLF DESIGti V _ PVilLID 'uFASIIFvSfNT3 WEN FNOU CENTER •OF FO F" - OESCRP110X REOLIR£D DI4NEIUN A CIfIBGR0 POlETOENDWNET �^ FC',STEASEVANGWALL ! C CG.T_It wP1'_ 0-0 A TNn'O BASF --WAIL 20'-3" E ENO OF NET TO CUTHCAA3 PNE II —l—e. 101. N—VOLE 2r`-0• Y WA:L OR FEI:CE HEIGHT FRCYA FIELD GRADE - ! NET HEIGHT =AONI FIELD GRADE 30-0' _DETAIL VIEW 2 NOTES BASED ONNMA3 MASPROMDED,Po_SPECIR�l01IS SEE PAG�3 _ LENG', is AND F0011VG5 HILL BEGET-crtNNE9'5VW15,IY ' E!ICiVEERING- - s� �. w J 4 MANUFACTUNEIi-O LK� ESECITI GE AND FOOT CALCUanfM3 FOR POLES=-CIFMATION30.AD F�h� .! DE (All. BRED ON CUENT PtOOED SFTE SM.S DATA. 5 PRnAR O CODE AND DESIM LYING SFEEO. ELEVATION VIEW. �' OU'ELwVi0P2= - W150;RDPW NWNTAIN A W'11NUM CLEAR DLSTAI:L'_ Of 3N IN FRONT AN) IN BAC'f OF NET TO AVC0 DALUGE REPEATED 7RUB311,3 AND y DETAIL VIEW 3 PINC ING C= TFE NET AO,N:ST 03SMU'CTprS NlC W3NG BUT NOT LIAETED TO WA _3. UGHT POLES AND FENCING MU CAUSE SEE PAGE 3—, rEARNc.NrvNET FAILURE UENACR E TEEA. E IFTHEBJT-OLOFTNENEi WILL 3E NEAR THE TOP OF h W4 yN 70}i OUT30ARD FCLE OUT60ARl PQE LWX-EfAk CARE SH(NlyjE iAik!I IV VtOTEC: !HENEI � _•: 1 _ I FRUAI IXE OF LL'VI'SG (HF;;IWNDVKFAEH14 a:.u:LP1 hiHLE11'S NEL'(YAM1LF N'JS NS'PJ.I!li FEN_E:C-11II 'e'U x j l �- it URAW TEE ALWG ThE TOP OF 1NE fENLE FO LCY'�i FYE LOOPS, -� � I a.. 1 � { - - 1 --DETAIL VIEW 1 SEE PAGE 2 �- DETAIL VIEW - SEE PAGE 3-' ttALSf1NC[-Le_!_• BSTB-XP DETAIL 1 DIRECT BURY OPTION BACKSTOP NETTING CS02 NOT TO SCALE SELECT PRFI rr NC1 E: MANUFACTURER TO PROVIDE SIGNED AND SEALO STRUCTURAL ENGINEERING REPORTTO EXCLUDE POI F_ CAR F AND FOO-ING OFTA9. DETAIL 1 BASE PLATE OPTION 2 BACKSTOP NETTING CS02 NOT TO SCALE tic BSTB-XP —E P ELGGATICN,'F.4W TO—U CAN! yARY AS REOURED 3" Wk, L•CLF D-SDK JPIY AUTELfy1VG TP�IX>rtE SkAP1 Y03CSNFT f AT —11K CABL f it ArAC:: SIDE P NET usnGSAAP11Cl11Ci AT Ir�l• EA�i GR'J.1.1ET- DETAIL 3 30?CYA CYP1E4L5'6E 3UPPCiTFD Ai96'O C. SR0.CWG BLONG J31S11:OFy�ALL _lTFEKCE A-TKN 510E OP N£1 Ar J� ir5 if�i h Iw l COMOARD CABL DETAIL 2 s BACKSTOP NETTING C NOT TO SCALE DETAIL 4 RECEIVED UL 1 14 2024 U z C :✓ ��f� EE p� _ ui a JW �3�3 0 J w O O Of Q 12 U CIO U) T_w = II_ J Q OM o Vl [1_ W o U) �C Q U J J Q (n 2 H J � LLLL Z z W ON U) inaC5 �x W CCDD W z 06 Z _Z)2 J O W m QLu a- Q w a Wm�wQ_j _ �_J U)Q 0 J J in W __J H ri) W U) O N LL O C�1 al; I hereby certify Ural this plan, specifications or report was prepared by me or under my direct supervision and Thal I am a duly licensed Professional Engineer under the laws of the slate off/Minnesota Greg A Buchal, P E Date: 09 26 24 Reg. No: 23793 RleAr OA!. Ak rp1a� �,+ 1&1-2. car S,_ Pmjetl 12246120 Drawn By: KBK Checked By: GAB Issue Dale: 09 26 24 Sheet Title: DETAILS C502 5h.