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HomeMy WebLinkAbout[08b] St. Joseph Cemetery CITV OF ST: jusi i'x Planning Commission Agenda Item 2 MEETING DATE: October 18, 2011 AGENDA ITEM: St. Joseph Cemetery SUBMITTED BY: Administration PREVIOUS PLANNING COMMISSION ACTION: BACKGROUND INFORMATION: The St. Joseph Parish is seeking a building permit to construct a storage facility 40' x 104' on the cemetery property. The property is zoned as E & E which requires all building permits to be approved by the Planning Commission and City Council. The E & E Zoning District does not have many restrictions so as long as the building is used for Church use, it could be permitted. The Parish will have to provide the required site plan submittal before securing a building permit. ATTACHMENTS: Request for Action Letter from St. Joseph Parish Site Plan Building Information Landscaping Letter of support from adjoining property owner Inspectron Letter E & E Zoning regulations REQUESTED PLANNING COMMISSION ACTION: Forward a recommendation to the City Council CHURCH OF SAINT JOSGPH 12 W MINNESOTA ST ST JOSEPH MN 56374 www.churchstjoseph.org 320 - 363 -7505 October 12, 2011 City of St Joseph Planning Commission 25 College Ave North P.O. Box 668 St. Joseph, MN 56374 Re: Letter of Intent - Construction of Storage Facility Dear Planning Commission Members: Please let this letter serve as notice of the Church of St Joseph's request for a building permit to construct a storage facility on our property located on Country Road 121; "the new cemetery property." Due to the growth of the parish and the loss of existing storage space, the need for the new structure is great. The 40' by 104' metal/pole building will have two (2) 12'x12' overhead doors, one (1) on the West side and one (1) on the East side, plus one (1) 3070 steel utility door. For lighting, the building will have three (3) LED 23w outside wall packs (comparable to 50w HID) with photo eye control, one installed over each door. Please see blue print and site plan for additional details. The building would be used to store parish equipment and supplies. Items to be stored will include church, school, cemetery and 4 of July festival materials. It is anticipated the facility will be constructed this fall and will comply with all city ordinance requirements. Please do not hesitate to contact me with any questions regarding this matter. Sincerely, Dave Thelen Chair of the Building and Maintenance Committee Church of Saint Joseph o C CI _ - _.. - _ - - _...._ - - -- - -- s ) ''''.:\r: ,.-.45 'e, p � i 1 I r .F4 P 1 I —mo 1 ! r' 1 g Ia 1 ',7* __ __._......_ _._.___... gym, s a G X, -)c• ,_ _ ^ J l ---I C.1 &J i1 \ r - 1 . 1 el ST JOSEPH cEmErERy ST JOSEPH TOWNSHIP STEARNS COUNTY, MINNESOTA 4 _ NORTH LINE SECTION 15 1 --EAST 1323.17 - - 1 -- Ar- 661.35(Red" '- - - - - 66 I82 - - . , . E EAST / ' \ 1 Northeos Northwest Corner V11/2 hP Section 15 : Section I (under building) ° so 100 150 (3/4 I.M. E7: - - . 1; -- F-.3 ,.; ,",... ;,.. e a c, . 1' • INDICATES IRON MONUMENTS INPLACE 0 01 0 INDICATES IRON MONUMENTS P1. ACED , - ....• 0 \ ' P -<..) 0. 2- - -7 ar 1:2 5 a! ' . 1 .. , 0 ,z,.......t 1 : 0 - . s, ORIENTATION OF THIS BEARING SYSTEM IS ASSUMED 0 (...".■ ‘ ...' i V . ...1 e; .5 r '61 , ailt ,o ■Y_ 2. - ..., - .:.... , .7-2 0 :::, ' 1 • 8 •P • ,P -. 0 -, _ . . \..., ii•• is t - 4...' \ ,.. IV N CZ' s t ... 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OFFSET from joint center. 6 Joint Locations 1- 2 -15107 0.58 0.37 0.95 C BC: 2x 6 SP 2700E -2.22 The Joint Detail Report must be included 1) 0- 0- 0 7) 28- 7- 6 13) 20- 0- 0 2- 3 -14451 0.53 0.41 0.95 C 2x 4 140 000D (N) with any evbmittai, inspection, end /oz 2) 7- 4- 1 8) 32- 7 -15 14) 16- 2- 7 2x 4 SPF 24000 - 2.00 4 - 14.6 -12 fabrication documentation. 3) 11- 4 -10 9) 40- 0- 0 15) 8- 7- 4 3- 4 -14066 0.51 0.41 0.92 C 2x 4 FL 91/62 IN) 5- 14.5 -12 NndLOd per ASCE 7 -05, MFRS, V- 90mph, 4) 13- 8- 0 30) 40- 0- 0 16) 0- 0- 0 4- 5 -12215 0.38 0.38 0.76 C NG: 2x 4 FL 61/02 (N) R. 23.0 £t, I. 2.00, Exp.Cat. C, Krt. 1.0 5) 20- 0- 0 11) 31- 4-12 5- 6 -12215 0.38 0.38 0.76 C GB: 2x 4 SPF STUD (N) 81d Type. easel L. 40.0 ft N. 40.0 £t Trues 6) 26- 4- 0 12) 23- 9- 9 6- 7 -14067 0.51 0.41 0.92 C MULTIPLE LORDCA40S -- This design i se 2 1 . i n IND 00»., T 3.0 pef, 3.0 Pe£ Uniform PLY DE From LOADS 7- 8 -14451 0.53 0.41 0.95 C conpoe rasa of To All COMPRESSION Chords areas l0 se be in the plane of the truss .4 14 6 l TC Vert UD -300 0- 0- 0 -300 20- 0- 0 8- 9 -15107 0.58 0.37 0.95 C continuously braced unless noted otherwise. Bracing Schedule: 1C Vert 1.00 -300 20- 0- 0 -300 40- 0- 0 This truce is designed in accordance with Chords flax O.C. Prom To 8C Vert 1.*0 -37 0- 0- 0 -37 40- 0- 0 BC FORCE AXL BAD CSI Cr the 2006 International Residential Code TO 24.0" 0 40- 0- 0 In -Plant Quality Assurance with Cy • 1.00 16 -15 13983 0.98 0.00 0.98 C eentions 8502.11.1 and R802.10.2 and BC 72.0" 0 40- 0- 0 In - Plant Quality Assurance, per 15 - 14 12632 0.85 0.00 0.85 C referenced . tandards, V.N.O. Bracing shown is for visual purposes only. sec. 3.2.4 of TPI -1 -02, for joint(.): 14 -13 9590 0.47 0.14 0.61 C Building Designer .hall provide adequate - GLOBAL mAX DEFLECTIONS 5,11,12,14,15 Dearing area and anchorage. LL TL 13 -12 9590 0.47 0.14 0.61 C BEARING AREA REQUIRED in. /Ratio in. /Ratio Teti.). 12 -11 12633 0.85 0.00 0.85 C X -L .Bog Sire Min Sr T Min Area L.Spen - 1.12/420 - 1.59/294 11 -12 51 -10 13983 0.98 0.00 0.98 C 0- 2 0 - 5- 8 0- 5- 9 8.39 41 Boris. 0.37 0.53 NR 39- 9- 4 0- 5- 8 0- 5- 9 8.39 sr Recommended Camber top and bottom chord: -0.72 Web FORCE Web FORCE Bearing Fop ■ 005 psi Long term deflection factor . 1.50 -- -MAX. REACTIONS PER HEARING LOCATION 2-15 -1011 5 -12 3383 x-LO2 Abet Vert 7.08 pplift y Type 15- 4 1254 12- 6 -2881 0- 2 -12 1 6750 382 -1554 0 Pin 4 -14 -2881 6 -11 1254 39- 9- 4 1 6750 0 -1554 E R Roll 14- 5 3383 11- 8 -1011 P00VIDE UPLIFT CONNECTION PER SCHEDULE PROVIDE BORIHORTAL CONNECTION 700 PER SCHEDULE See explanation of Repetitive leader Factor, Cr, on X I I 20 - 0.0 1 ,, ( 120 0. 0 _ I X • side of Paper or 1 2 3 4 5 6 7 8 9 TEC Form 9,5.2006, 4AO -000 1 } 5x8 } 166 � x61 6x8 6 x 8 7- 5.2 3.- �_�-_ - -_-`3x5 7- 5- 2 0- 9- 2MT189 `_ \-/�_/ ,11 MT189A®-2 514 818 MT16 6,15 815 5x4 PI 98 67500 5.59" 67508 5.59" 40- 0- 0 6 15 14 3 12 1 0 C06r.TIC PLATES (8)3x4 (16)3012 EXCEPT 118 SHOWN PLATES ARE MiTek 84720 Seale e0 .1573 10024 Eng 300: WO: 344015 arm ALL NOUS ON rela saesx. A Copt of MS Amerce to At GPM TO TI: 002 teacrno cwtxACTOR. SAxeree IIAn.arG, Deg: t============';=" Degnr:BLS Chi.: 9/21/2011 �� �-`� warn =Hiner.de w..=s ,, se. ae r 6 e e e l N. =e eak e<«r.". :. e a'.: mm, N. ����� ,O e aAe ew.em.w,esmwe.wm0etaloMIti. T Live 35.0 sf Lbr DT: 1.15 a• � ewr .ea.:(e,.Am. mmu..wka.:.a lsexlBN.NrvyFe P , .,m edNiyaeemrtm.Pbeloeet IM a loom moor... TC Dead 5.0 pef OC. DP: : 7- 1 6- 5 0 ® " . wine inpy.7meryloe.yro..Aw..eleso.Nme R6fe,1.414e SAM SC Live 0.0 psf ARC -06 /TPI -02 /NOS -05 BC Dead 5.0 p0! C TOTAL 45.0 pet v5.5.30 9514586 Design: TPI Celeulation. Profile Path: F: \txu. job .1344000134d015i8l20101002.Prx Name: QR0OF1 Customer :4i1104•00 a Lumber WO :344015 TI:001 Qty:13 SC 90ACE Arl, END CSI Cr TC: 2: 8 8P 24007 -2.08 11 00 (): Plate(*) OFFSET from joint center. ..+ee".."Joiot Location. - 1- 2 -15107 0.58 0.37 0.95 C BC: 22 6 62 27007 -2.218 The 34001 Detail Report oust be included 1) 0- 0- 0 7) 28- 7- 6 13) 20- 0- 0 2- 3 -16451 0.53 0.41 0.95 C M. 2. 1 MI 8905 M) with any submittal, 16.p.01066, and/or 2) 7- 4- 1 8) 32- 7 -15 14) 16- 2- 7 2. 4 SPF 24007 -2.0C 4- 14.6 -12 fabrication dpgm.401tiom. 3) 11- 4 -20 9) 40- 0- 0 15) 8- 7- 4 3- 4 -14067 0.51 0.41 0.92 C 20 4 F1 01/02 O) 5- 14.5 -12 Wn0.d per ASCE 7 -05, 01188, V- 90aph, 4) 13- 8- 0 10) 40- 0- 0 16) 0- 0- 0 4- 5 -12216 0.38 0.38 0.76 C pd, 1. 4 70 41/02 (W) Be 23.0 ft, I. 1.00, Esp.Cat. C, Kate 1.0 5) 20- 0- 0 11) 31- 4 -12 5- 6 -12216 0.38 0.3E 0.76 C 481LTIEW son9c 0BB -- This design 1s tn. old Type. easel Le 40.0 ft 8. 40.0 ft Truss 6) 26- 4- 0 12) 23- 9- 9 6- 7 -14067 0.51 0.41 0.92 C composite result e! a 160.510 10ed9ase.. in ORD sene, 2CDIe 3.0 p0!, WIDE. 3.0 pal' 7- 8 -14451 0.53 0.41 0.95 C All COMPRESSION Chortle are a.s mod to be Bracing *0hednl.: Uniform PLY From FLF To 9- 9 -15107 0.58 0.97 0.95 C ce0tine0u5ly braced "less noted 0tlmrwis . Chord. Max 0.C. Pram To TO Vert L+D -300 0- 0- 0 -300 20- 0- 0 This truss is designed in accerdamp .4th TC 24.0" 0 40 -. 0- 0 TC Vert 1,4.0 -300 20- 0- 0 -300 40- 0- 0 the 2006 International Residential Cod. 30 72.0• 0 40- 0- 0 BC Vert IAD -37 0- 0- 0 -37 40- 0- 0 1C IORCE AXL BAD CSI CE .002100. 8502.11.1 and 1802.10.2 and Bracing .don 1s for visual purposes only. In -Plant Quality H04ra0ce with CR • 1.00 16 -15 13983 0.0E 0.00 0.98 C referenced standards, U.A.O. 'Building Designer shall prevIde ad que" In -Pleat Quality Assurance, Pen 15 -14 12633 0.85 0.00 0.85 C - ' MAX DEFLECTIONS bearing area and aneherag.. sec. 3.2.4 of TP1 -1 -02, for joint(.): 14-19 9590 0.47 0.31 0.61 C LL it ARM =CUD.= 5,11,12,14,15 in./Ratio in. /Ratio 20t(.). 1-Lee erg Rise Min cis. Nix Area 13 -12 9590 0.67 0.14 0.61 C 2.0p04 - 1.12/420 - 1.59/294 14 -15 0- 2 -12 0- 5- 8 0- 5- 9 8.39 ei 12 -11 12633 0,95 0.00 0.85 C Boris, 0.37 0.53 NA 30- 9- 4 0- 5- 8 0- 5- 9 8.39 .1 11 -10 13983 0.98 0.00 0.98 C Recommended Camber top and bottom chord: -0.72 Bearing Fop a 805 poi Long term deflection factor - 1,50 ----MAX. EXACTIONS PER REARING LOCATION E -Lee Beet Vert Boris Uplift 00 Type Web FOROQ Web FORCE 0- 2 -12 1 6750 382 -1554 A Pin 2 -15 -1011 5 -12 3303 39- 9- 4 1 6750 0 -1554 B 8 Roll 15- 4 1253 12- 6 -2801 PROVIDE UPLIFT 2 14 O ION PQ 1 4 -14 -2881 6 -11 1253 PROW= 801.801111 . BSCTIom 2*0 PER 86 =0ELA= 14- 5 3363 11- 8 -1011 lee .v1..51100 of Repetitive ]ember Factor, Cr, en 0e acne side of paper or TLC Fete 8.5.2006. A. 1 1 20- & 0 I 1 1 . 1 1 20 0-0 1 2 3 4 5 6 7 it 9 4.00 - .li 88 Y 6x6 6 1 6i 6.8 T 0- 9- IMT189 3' ` /41 \ -M T139at}Is - 7- 5.2 1 584 018 MT16 6115 818 50 P9 P9 6750115.59" 67508 5.59" 40-0 -0 .1' 16 15 14 13 12 11 10 X EXCEPT AS SHOWN PLATES 118E WiTek 140020 Stale .6 0.1610 WARNING: 905 Job: W0: 944015 ��� MAD ALL AMA Oe Tel. Bart. A COPT 00 Tara DAMAO 65 BA ATM TO D wg: TI: 001 arerTTAU COMALVen. =ACM 10101110. e.4444.:....m., sow..( eenneannaeniaenulwleen44.14nl.e see 1). , , Chk, 9/21/2011 � _ � \� B"aaaen wwrrw"w.« wee keonelewyeewuaaeemBee Alembree.e ___ � -_ � mnm.only .me<eAeuialeTa.1Mon.a. esnamaw w.awre . .. i ogle �� � Hew, 7.0 W.A. eenw. ensm.. loin= eei pman.4000e"TRp..m.O.tSI3UM090 26 Live 95.0 Ps Pit DP: 1.15 1 1 Y1 1 8 1 Y A r � mina w s:eeawn,.Nw"e.mewwnsnoa 26 Dud 5.0 P.f Plt DE: 1.15 C " n N w m .. i. mis) .ew O.C.: 7 6 0 mn We aring M: arm. Byirne Co..PA, em Seed Ad. a. NC Mg BC Live 0.0 .f P IRC -06 /TPI- 02 /EDS -OS BC Dead 5.0 psf Code: TOTAL 45.0 pef v5.5.90- 9514582 ' Design: TPI G1au14tions Profile Path: F: \trusjob. \341000 \314015 1080071 1001.Psx • H (1 r 0- - c :r r 5 'CS DO _ E. or). 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' N .-11., ,,,,, ,..,,,,, / - 3 0 dv O 1s ' c • cK m �0 = 7 7 -• N µ K n a. n fQ ( (Q n � c n c O i �■ . o: 3 y O O •` T -, n o o o s I '' = y � ° • • • • • • • • • • • N CL gib ill 3 ig � WE C)C NZ OW 0- m MW °: 7 1s" I v 0 O O * O1 -"" -1 e C 7 CD - tD (3 C co .. - to N U) El x: - t ,` 5 n -i 3 u) co a ca c3 m Z3 O to >v �' U n. e. t <' •,.' l ' 1:1--.' a m r s M (D `,. `' 3 c z m a to 0 lim A r. ae mr. 0_ cc, --• -a. ,, " • .•. 0 C C pt-„,z, a ro C 3 3 CD 3 o ,.., ( • .4 (') co a r- It 7 3. 5. c� O' a, c O C) - 3 O c 3 cn 0 3 (fl it C co +•1 • •, a Ilia Q U i/ , / Building specifications for The Church of ... - S p Saint Jose h - Cemetery storage buildin Building Dimensions: 40'wide x 104' long — 14' side«-alls with a 4/12 pitch roof Earthwork and Excavation: Silt fence as needed or required, 1- culvert, rock entrance for during construction, removal of trees and stumps as needed, remove and store on site topsoil for latter use on beim, fill for building pad and driveways, class II used for driveways, build a 4' beam on the South and East sides of building, finish grade ready to accept plantings. Concrete floor, stoops, and aprons (Floor 4,160 sq /ft, 2- 4'x16' aprons, 1 — 5' x 5' stoop, and 4 pipe bollards: 5" thick 4000 psi exterior concrete design mix, one layer 6 mil poly, #4 rebar 4' o/c both ways, control and expansion joints not to exceed 12 o/c in all directions, machine finish, one coat dissipating cure and 1 coat final seal applied per manufacture specifications. Building Construction: - Poured concrete footing at poles - 6 "x6" .60 treated poles 8' -0" on center - 2 "xl0" treated bottom or 3 courses 2 "x6" tongue and groove treated - 2 "x 4" girts and perlins - Trusses are 8' -0" o/c and have loading as required per code - Steel trimmed at overhead door and service door openings - Service door to be 3' -0" steel door with 7" clad frame, door to be finish painted with 2 coats exterior paint per owners color selection - Wainscoting on all sides of building - 29 gauge colored steel fastened with screws - 3 deluxe box ridge vents at roof peak - Soffits on the gable ends to be 18" and 24 "on the sides Overhead Doors 2- total: 12' x 12' non insulated raised panel, color selected from manufactures stock colors. Manual operation Electrical: -Pull power from existing garage service and sub panel in new building as needed - 14 lights (100 -150 watt bulbs) - 4 switches for interior lights - 3 exterior wall packs on photo cells - 1 220 volt interior outlet - Electrical permit as required Landscaping: - Rock cobbles at 24" overhangs with commercial grade vinyl lawn edging - Seed other areas with grass seed The Church of Saint Joseph will act as the general contractor on the project and will apply for the building permit and oversee the work. Please submit bids by 12:00 pm on Friday August 12 to the parish office: Church of Saint Joseph 12 W Minnesota Street St. Joseph , MN 56374 Attn: Sandy Scholz Or Fax to: 320 - 363 -7760 Email — sscholz cr,churchstjoseph.org Questions should be directed to David Thelen 250 -3693 or email davidt(lyommn.com Thank you, David Thelen Building and Maintenance Committee Chair { CI k \ V,....\- 8. ‘3 V -?.) 04.S 9 . S O i -, _ +\''.`0S jO ,i 7J 61) /// 1 ' 7 _ 7-1 i H I 1 I I F , ( I ! 1 "J ! © w 1 _ �; LL) I 1 I i r I \ \ i 1� , 1 1 ____+____p, . , N Q1 °'� �' o J o 1 Sisters of the ai Order of Saint 15enecdict RECEIVED October 14, 2011 OCT 1 Ms. Judy Weyrens, City Administrator CITY OF ST. JOSEPH City of Saint Joseph P.O. Box 668 Saint Joseph, Minnesota 56374 RE: Church of Saint Joseph's proposed storage building — No Objection Dear Ms. Weyrens and Others to Whom It May Concern: The Sisters of the Order of Saint Benedict understands that the City Planning Commission and the City Council for the City of Saint Joseph have requested that the Church secure a "no- objection" letter from the Sisters regarding the proposed construction and location of the Church of Saint Joseph's storage facility. The Sisters understand that the. Church's proposed building will be approximately 40' W x 104' L x 14' H and will be located in the northwest corner of the Church's new cemetery with appropriate set -offs from the property lines. The Sisters have no objection to construction and location of the Church's storage facility, as proposed. The Sisters appreciate this opportunity to participate in the process and to convey this information: Please contact our office if you need any additional information. Yours truly, YeA2'teAl )1;/%4Le.& V e;,6 yt/ Sister Michaela Hedican Prioress Saint Benedict's Monastery 104 Chapel Lane, St. Joseph, MN 56374 -0220 g Phone (320) 363 -7100, Fax (320) 363 -1615, www.sbm.osb.org 30% post consumerfber Inspectron, Inc. it Code Compliance Inspections 15120 Chippendale Ave. Suite 104 Rosemount, MN 55068 Phone 651 - 322 -6626 Toll Free 800 - 322 -6153 Fax 651 - 322 -7580 August 11, 2010 Richard Taufen St. Joseph Cemetery association St. Joseph, Mn 56374 Mr. Taufen, 0 :1) We have received your feasibility study for the construction of an Accessory Building. This building is to be constructed on Parish property, at the new cemetery and used as storage of equipment and supplies for the parish and cemetery. • ' • This building must meet Ordinance 52:35: W; • Subd 4: Storage buildings of storage of equipment used in the maintenance of the property, not to exceed 30% of the gross square footage of the principle structure • Subd 6: The height requirements of the accessory building can not be more than 3 stories or 40 feet. • Subd 7: The set back requirements for the accessory building shall be 35 feet from the front lot line, 20 feet from the side lot lines and 20 feet from the rear lot line. • Subd 8: No structure or combination of structures shall occupy more than 50% of the lot area. • Subd 9: If this accessory building has a refuse containers or exterior heating or air conditioning equipment it shall be screened. • Subd 10: No building permit shall be issued until the City Council approves the Development Plan after consulting with the Planning Commission to determine the use and development is compatible with the adjacent land. Developer shall supply the following: 1. Building location on lot, drawn to scale 2. building elevations; front, rear and side 3. Building exterior materials and color 4. Screening of heating, ventilation, air equipment or Dumpsters. 5. Lighting on the building 6. Utility locations 7. When Required, evidence of completion of National Pollution Discharge Elimination System program.[NPDES] www.inspectroninc.com Li o ) r " ) 7 / -8 8. If applicable, evidence of compliance with Federal, State, and local pollution and nuisance laws and regulations, including, but not limited to glare, smoke, dust, odors, and noise. 9. There will be a Plan Review fee payment established by the City Council. Please submit all information and construction drawings to the Building Department and to City Administrator. Plans must be presented to the Planning Commission and City Council for approval before permit can be issued. If you have any questions or need help, please let us know. Sincerely, 4 X-de t- Meed Ron Wasmund Inspectron Inc. Building Official www.inspectroninc.com ORDINANCE 52 — ZONING ORDINANCE Section 5235: EE - EDUCATIONAL - ECCLESIASTICAL DISTRICT Subd. 1: Intent. It is the intent of this district to provide for an area occupied by public and private educational and ecclesiastical institutions. The institutions of the Sisters of the Order of Saint Benedict and the College of Saint Benedict predate the adoption of this Ordinance. The City recognizes the historic significance and cultural, religious and educational function of these institutions. However, this section is meant to prohibit the use of land by these and other educational facilities which would be incompatible with or detrimental to the essential character of land adjoining the Educational - Ecclesiastical District. Subd. 2: Permitted Uses. a) Convents b) Novitiates c) Colleges and Universities d) College Preparatory Schools e) Churches and Similar Uses f) College Owned Student Housing g) Grade Schools h) High Schools i) Vocational Schools Subd. 3: Uses Under Special Use Permit. The following uses shall require a special use permit based on the procedure set forth in this Ordinance: a) Streets and alleys which provide a means of ingress and egress to or from the institution. Subd. 4: Permitted Accessory Uses. Accessory uses reasonably incidental to the function and purpose of permitted uses including, but not limited to: a) An independent power plant facility. b) Storage buildings for storage of equipment used in the maintenance of the property, not to exceed 30% of the gross square footage of the principal structure. 52.35-1 ORDINANCE 52 — ZONING ORDINANCE c) Swimming pools, tennis courts and other recreational facilities. All swimming pools must be fenced around the perimeter. The fence must meet the requirements of Section 52.12 Subd. 2 of this Ordinance. Subd. 5: Building Permit Required. Construction of facilities must be by a building permit issued by the building inspector to insure building code compliance, and all building permit applications must be reviewed and approved by the Fire Chief or Fire Marshall and the Planning Commission. A building permit must be issued by the building inspector and building plans approved by the Fire Chief or Fire Marshall and the Planning Commission for remodeling of existing facilities for a same or similar use. Subd. 6: Height Requirements. No building constructed in the Educational Ecclesiastical District shall be more than 3 stories or 40 feet in height. Berming the building does not allow a building to be constructed higher than 40 feet. Elevation for the building shall be determined by the average grade of the land. Steeples and similar unoccupied design features shall conform to the standards set forth in Section 52.12 5 (a). Subd. 7: Setback Requirements. a) The front yard of any building shall be 35 feet from the lot line. b) The side yard of any building shall be 20 feet from the lot line, unless the side yard abuts a street or highway in which case the setback shall not be less than 30 feet. c) The rear yard of any building shall be 20 feet from the lot line. Subd. 8: Site Coverage. No structure or combination of structures shall occupy more than 50 percent of the lot area. Subd. 9: Other Requirements: a) Screening: All heating, ventilation and air conditioning equipment, and refuse storage areas shall be screened and in a suitable location as determined by the Planning Commission. b) Lighting: All lighting not under the authority of a governmental unit shall be hooded and no light may directly strike any public right of way. c) Landscaping: In addition to requirements relating to parking lots, the Development Plan shall show a unified landscaping scheme for the development. d) Parking: i. All parking lots shall conform to the standards set forth in Section 52.10. All lots shall include parking controls and other landscaping techniques to improve their aesthetic quality and to direct the flow of traffic. 52.35 -2 ORDINANCE 52 — ZONING ORDINANCE ii. The amount of required off - street parking space for new uses or buildings, additions thereto and additions to existing buildings shall be determined in accordance with the parking standards set forth in section 52.10 of the St. Joseph Code of Ordinances. The parking requirements can be adjusted if a parking study is completed illustrating the anticipated demand for parking and loading space, the length of visits generated by the particular business, and the availability of other parking spaces are provided. Section 52.35 Subd 9 amended 10110 Subd. 10: Development Plan Requirements. No building permit shall be issued until the City Council approves the Development Plan after consulting with the Planning Commission to determine that the use and development is compatible with and complementary to adjacent land uses, and consistent with the stated intent of this zone. The developer shall provide the following items to the Planning Commission and City Council for any development located in the Educational - Ecclesiastical District: a) Building location on the lot, drawn to scale. b) Building elevations; front, rear and side. c) Building exterior materials and color. d) Locations of ingress and egress points. e) Dumpster and solid waste pick -up areas and proposed screening material. f) Sign location and dimensions. g) Lighting standard and hood detail. h) Parking and loading areas identified. i) Drainage by the use of arrows and/or contours. j) Screening of heating, ventilation and air- conditioning equipment. k) Landscaping material including the location, type of plant and size. 1) Fire hydrant and fire lane locations. m) Utility locations. n) Any other fencing, screening, or building accessories to be located in the development area. 52.35 -3 ORDINANCE 52 — ZONING ORDINANCE o) When required, evidence of completion of National Pollutant Discharge Elimination System (NPDES) permitting program and /or the City of St. Joseph Storm Water Pollution Prevention Program (SWPPP). p) If applicable, evidence of compliance with federal, state and local pollution and nuisance laws and regulations, including, but not limited to glare, smoke, dust, odors and noise. The burden of proof for compliance with appropriate standards shall lie with the applicant. q) Required Fee /Agreement. 1. Payment Required. Any person filing a petition requesting development plan review shall pay a fee according to the schedule established by the City Council. 2. Amount. Fees payable under this section for development plan review shall be in an amount as established by resolution of the City Council. Preparation and review of all elements of the required development plan, as listed and described above, is to be at the sole expense of the developer and at no expense to the public. The fee is payable at the time of filing a petition and is not refundable. In addition to the above fees and in the event the City incurs professional fees, either legal, engineering or professional planners, or any other cost, including but not limited to, postage and publication expenses, the applicants shall reimburse the City for those fees, and the City officials may require an escrow deposit, cashier's check or letter of credit for these fees prior to the final action on the application for development plan review. Such escrow or letter of credit shall be in the form approved by the City Attorney. 3. Development Agreement. In the event additional review by the City or its assigns is anticipated and/or needed during implementation of Development Plan, or other similar circumstance, the City shall require the property owner(s) and/or developer(s) enter into a development agreement with the City. The development agreement shall stipulate the conditions for approval and the City's authority to inspect the development. The agreement shall further require the owner or developer, as the case may require, furnish a cashier's check, escrow account or irrevocable letter of credit in favor of the City in an amount equal to 110% of all costs associated with City's review of the development, including but not limited to, engineering, legal, fiscal and administrative, as estimated by the City. Such escrow or letter of credit shall be in the form approved by the City Attorney, shall be conditioned upon the approval of the development plan. 52.35 -4 COLLEGE OF Saint Benedict Inspired Learning. Inspiring Lives. October 17, 2011 Ms. Judy Weyrens, City Administrator City of Saint Joseph P.O. Box 668 Saint Joseph, Minnesota 56374 RE: Church of Saint Joseph's proposed storage building — No Objection Dear Ms. Weyrens and Others To Whom It May Concern: The College of Saint Benedict understands that the City Planning Commission and the City Council for the City of Saint Joseph have requested that the Church secure a "no- objection" letter from the College regarding the proposed construction and location of the Church of Saint Joseph's storage facility. The College understands that the Church's proposed building will be approximately 40' W x 104' L x 14' H and will be located in the northwest corner of the Church's new cemetery with appropriate set -offs from the property lines. The College has no objection to construction and location of the Church's storage facility, as proposed. The College appreciates this opportunity to participate in the process and to convey this information. Please contact our office if you need any additional information. Yours truly, Anne Oberman Controller 37 South College Avenue P 320 -363 -5011 Affirmative Action/ St. Joseph, MN 56374 W www.csbsju.edu Equal Opportunity Employer