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Home My WebLink About[05] Site Plan Review - CMCFCUCiTI° OP tiT. J[1SF PH Planning Commission Agenda Item 5 MEETING DATE: AGENDA ITEM: SUBMITTED BY: STAFF RECOMMENDATION: March 2, 2009 Site Plan Review-Central MN Federal Credit Union Central MN Federal Credit Union Authorize the preparation and execution of a development agreement between the City of St. Joseph and the Central Minnesota Federal Credit Union (CMFCU) to allow the construction of a 7,425 Square Foot banking facility. PREVIOUS PLANNING COMMISSION ACTION: The Planning Commission and City Council reviewed and approved a plat entitled Coborn's Realty. This plat contained three lots with one lot being developed by Centra Care, one a future retail /service facility and one a large retail with gas. The Plat was developed as a Planned Unit Development (PUD). As such the entire plat is defined as far as ingress/egress, number of buildings, types of uses, etc. Both the City Council and Planning Commission approved the PUD and the City Council executed a Development Agreement with Coborn's. BACKGROUND INFORMATION: The site plan submitted by CMFCU is consistent with the overall PUD that was approved by the City Council and Planning Commission. The original plan illustrated an 18,000 square foot facility and the proposed facility is only 7425. There is however, enough space to add another building if so desired. If that were to happen, the Planning Commission and City Council would be required to review a PUD amendment. I have included the approved PUD layout as attached to the development agreement. There is a minor change on the interior street which makes a better design. When the staff met with representatives from the CMFCU we discussed that the development needs to be compatible with the existing structure (CentraCare) and since this is part of a PUD the landscaping needs to be unified. Therefore, they have met with CentraCare and Coborn's so that the trees are the same as is the landscaping. Please note that the Engineer comments include items that need to be addressed with the final grading plans. These modifications must be completed before the building permit is issued. It is typical to submit final plans with the building permit application. As this property is part of a PUD with an executed agreement, staff has reviewed the conditions of the PUD, matching them with the proposed plans. The project will include the installation of a fire hydrant that is not illustrated on the CMFCU site but is required on the PUD. Representatives from Coborn's have agreed to construct the hydrant. It was anticipated that the second building would be Coborn's and the lot being developed at this time was a future speculative building. Therefore there we conditions tied to the issuance of a second building permit. Those items include the balancing of the storm water fee, master sign plan and the north/south extension to Elm Street. Staff will be presenting the City Council with an amendment for the Development Agreement extending the timeline for those items. ATTACHMENTS: Application, Site Plan, Engineer Comments, Building Official Comments, Original Coborn's PUD site plan, 62 Ordinance. REQUESTED PLANNING COMMISSION ACTION: Recommend the Council authorize the drafting of the Development Agreement between the City of St. Joseph and the Central MN Federal Credit Union for the construction of a 7425 square foot banking facility, executing the same. APPLICATION FOR PLANt~f1NG CONSIDERATION - SITt: PLAN REVIEW City of St. Joseph 2S College Avenue N PO Box b68 St. Joseph, MN 5b374 Phone (320)3b3-7201 or Fax (320}363-0342 Fee $ Paid Date STATE OF MINIJESOTA ) ):ss COUNTY OF STEARIVS j NAME: Central Minnesota Federal Credit .Union PHONE: 3202563fi69 ADDRESS: 20 South 4th Avenue, PO Box 160, Melrose, MN 5653.2 If We, the undersigned, hereby snake the following application to the City~Council and Planning Comm'isslon of the City of St. Joseph,.5teamsCounty,M~nnesota. {gppticants have the responsibility of checking all applicable ordinances pertainingto their application and complying with the ordinance requirements.) 1. Appllcotlorr is hereby made for: (Applloant must~check any/qll oppiopriate Items) ~ Rezoning (-' Surface Water Managetfi~ertt Plan ~-" Building Moving - Owner's Permit r Zoning Ordinance~Amendment r' PUD r Development Plan Approval r Home Otcup~tion Unh l- Building Mover's Pemii[ ~C Otfier, Please specify: Site plan review 2. Legal description ofland to.be allected byapplicatlon; lncludirrg acreage orsquare~footage.oflar-d lnvolvec~ and street address, Ifcrny (ottachadditlonalsheetJfraecessaryJ: 1, Block T, Corborns Realty Company 3, PresentzanJnp oftheabove described propert;- ls: 62 - Higfiway 75 Business 4. Nameand address ofthe presentowrrer.of the above described land: Realty Company Limited PartnersMp 5, Per.sons, films, corporations, other than rhP applicant bnd present owner; who may or wll! be lnrerested in, theobove described land orproposed improvernenis within' one year prier Issuance of permh appllec! for,:ifgrunted, are: Central Minnesota Fedora! Credit Union Attached to this application, and made a part'thereof, are other material submission data requirements, as ir>dicated. Applicant Signature: ~ ~ Date: ~ ~ 7 D ,~~ Applicant Signature: ~ Date• c~ FQR OFFICE USE ONLY t7ate.application submitted; Date application completed: Commission Action: r Recommend Approval r Recommend Disapprava.l Date of Action: Council Action: r Approved (- Disapproved D.ate.ofAttiori: Date Applicant~Property owner notified oftity Council Att'wn: Cty of St. Josepit Required Material Submission Development Plan Applications Completed applkatio.ns for develofiment plans. and required fees shall lie submitted is the' City of St. Joseph Zoning Administrator atleasi 21:days prior to the proposed date :of consideration by the City,lNithtn 10 days of sub.mission,.yourappiication Will be reviewed for completeness. Qhly completed applications will be forwarded torthe Planning Co.mrr~ission for consldeTa'tioh. It is the applicant's responsibility to submit required materials. If an application is determined to ~ incomplete; notification; which indicates which portion ofthe application is incomplete, will be mailer) to the applicantwithin 1.O.days following submission of-the a ppiicativn. REQUIRED MATERIALS -The applicant shall provide the following: MA7ERlAl REQUIRED 1. Descriptaan of Site {Legal Destriptbrti) 2. Ten (1.0 copies); minimum size i 1 x17 of a~.site plan drav+m to state showing. the following: A. Building location on the lot, drawn to scale B. Building elevations; front,. rearand side C. B.uilding exterior materials.and color D. Locations of Ingress and egress points E. Dumpst'er and solid waste pill(-up.areas and proposed screening materials F. Sign location and dimensions G. Lighting standard and hood detail H. Parking anal loading areas identified I. Drainage bythe use of arrows and/or contours J. Screening of heating, ventilation and air- conditioning equipment CQMPLETE COMMEPtTS ~ Yes T- No Lot 1,•Block 1 Coborn Realty Company (~ Yes T" No jt Yes r' No ~'~ Yes r No Yes r No r Yes r N,o ~ Yes ('`' No (~ Yes ('` No' r Yes. r No Yea: (' No ~ Yes (" No r Yes r No K Landscaping material including the location, type ~ Yes ~ No of plant and~si~e L Fire hydrant and fire lane locations M. Utility locations. N. Any other fencing, screening, or building accessories to be located in the development area ~ Yes (` No ~ Yes (- No (` Yes ~ No. 3. Additional writtenor graphic data reasonably. r Yes ;r No required by the Zoning Administrator or the Planning Commission as described beiow: A project narrative explaining'the request mu3t be submitted. 4. Proof that the app.licarn is the owner of the parcel r Yes r No in question. 5. Required Fee: $250.00 r Yes ~" No Deposit $751).00 6'„~' ~' r:.k'' ~1~'Ct(li~ul~~Tt=f" CI~I;~i~;~; architects February 18, 2009 Re: New Branch for: Central Minnesota Federal Credit Union St. Joseph, MN Architect's Project No. 0852 Project Narrative ~~ ,r "• s~ F. ' 1s. .,,- r4 ~. '~ r The Central Minnesota Federal Credit Union has had a presence in downtown St. Joseph since 2004. They have outgrown their current location and anticipate constructing a new branch facility on the east edge of town at the intersection of Elm Street and County Road 133. The new branch facility will be a single. story with partial basement building with four drive-up teller lanes. The fourth -are will also include an ATM. The building will be oriented with the main entrance facing east, and the drive-up lanes facing west (and CR 133). The main floor will have an area of 7,425sf, and the basement an area of 2,740sf. The exterior of the building is designed and will be constructed of materials that represent the image preferred;~by the CMFCU. This includes brick, stucco, precast concrete, and metal panels. The predominant material will be brick, which will be of two colors -the predominant color will be a red tone with accents in a tan tone'. The stucco will provide an accent band above a cornice, in complimentary tan color to the brick. The precast panels (used as column bases and window sills) will be a complimentary tan color. The metal panels; to be used on the entrance and drive-up canopies, and on the curved feature on the south side of the building, will be apre-finished panel of complimentary color to the other materials used on the exterior. Exterior windows and doors will be an anodized aluminum, either black or dark bronze in color. Site landscaping will include a variety of trees, shrubs, and grass. Trees along the east-west County Road 133 access road will match the trees being planted by Centra Care on the south side of the road. Other trees on the site will be planted to match ornamental or shade trees provided on the Centra Care site. Further, low shrubs and plantings near the building will match the plantings being provided by Centra Care. :Site lighting will be a combination of pole mounted parking lot lighting, with bollard lighting along the sidewalk to the east of the building, and decorative lighting on the building. The parking lot and decorative lighting fixtures will match the light fixtures being provided on the Centra Care site, including fixture shape, lamp size and color, and pole height and finish. The refuse enclosure and maintenance structure will be constructed of materials similar to the main building. The structure will have solid walls and doors, and the maintenance structure will include a roof to enclose and secure lawn maintenance equipment. A monument sign will be located on the SW corner of the site, near the access to County Road 133. This sign will be constructed of materials matching the main building, and include the CMFCU's logo as well as an electronic message board. members american institute of Grchi;ecCs minreso!a socieay american institute of architects AFFERMATION OF SUFFICIENT INTEREST Property Owner Information Name Coborn Realtv Company, LLC Address PO Box 6164 St. Cloud MN 56302 Phone (w): 320-252-4222 Fax 320-203-6237 I hereby affirm that I am the title owner of the described property and that I authorize the Central Minnesota Federal Credit Union to pursue the described action. Name of Applicant: Central Minnesota Federal Credit Union Street Address/Legal description of subject property: Lot 1, Block 1, Coborns Realtv Companv Signature Date February 18, 2009 To Whom It May Concern: Please be advised, that it is the intent of Coborns Realty to fully comply with the requirements of the Developer's Agreement, Section 5, Paragraph 5.4, (s). Which states the second method of Ingress/Egress to Elm Street, be completed upon development of either Lot 1, Block 1 or Lot 2, Block 1. It would be Coborn's intent to complete this work prior to issuance of a Final CO for the construction of the Central Minnesota Federal Credit Union to be constructed on Lot 1, Block 1. Sincerely, Michael W Director Construction & Facilities Maintenance Coborn's Incorporated _ o ores -__ _ ________ _ _ _ INCORPORATED ~! ~ i a • •• ~ ;-~ C~ z o ~ ~- ~ ~ W ~ ~ ~ ~"' ~ ~ ~ V , n m~ ~_ \ V O \V C~ "'~ o C N N ~~ O D r m ~~ A 0 O V m D Z ~j~^) V n T~ V m r Z COUNTY ROAD 133 - ~ -~ ~- -- ~- 248.75 -- - 20' BUILDING FRONTYARD SETBACK - z l ~ I -- --~ ------- ~ ,_ .. I ~ - I~I N I I I I ~~ ~ .~ ~ ~w~ _ OI I °°e 9 . C - I I I ~~~ ot6 m o ~ o ~~ ~' I ~ I ~ ~ T ~ ~ ~ I ~~I I ~ N~ ~~ ~ ~ ° ~?~ I °o I Z ~ N m ~' °-' ~I co . • ~ v+ ~ ° I o 0 ~ A r~ /" Z II I I N u. v~ ya' o ~ ~~ v tOn - 07 ~° I - (~ o I~Z~ I I I ~I IO aoo 00000 00000 ~, o00o Z y ~; ~ ~ D ~ 1j J I° - I I , ~I I m I! ~ co '~.~ I \~e' , , I I 1 a ° "~~ ~~ ~ ~ ~ ~ I II ~ I ~ FIRE LANE FIRE LANE I I I I I I I~ ~ i ~ A o I °,~; ~; -o (~ N I ~ I p..~ s.`~. ~ I I I ' I ~ ° z I cCO ' it cJi i ~~~~ O Imp °. ~°~; ~ ~~ I ~, to ( I y Z l p- J A' ~ ~ ~ ~ J I ~n ~.. ~,._. 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J j Z J O w g ~~ Y 33~ U w p U aw QOLL '~ p U a 3 ¢~~ ° ~~ g UZw UQ~> v~ t=g a Z ~~ n~- ] to z 3 o ~ pwo a U~ F-J ZILiiZU ~ ~O as a O~ Fg Fw-'QZ 2ZN Q f IQQQw~ tn ~J Ufa w ~ Wli >O ~7 JJ aUaU rW UJ WO ~m CLp~ ¢~C9 ~ r _ °~ ~ t E ~ ~ OwFn o J X W i o o Z v U'~^~3 r ~~ ~ ..I m a °a U ~ W Nf7 0 ~ M U ch O J 6 J W F- (/7 F ~ m ~ > Q=~WW ~Q Zx W U Y U~ U> J O U W LL ~ ~ d t0 n ~ w Q m J Q Q m m U U O U LL LL Z O i J . rn I~ L/TNON/A L/GHT/NG° FEATURES & SPECIFICATIONS INTENDED USE- Ideal forlighting shopping center orstadium parking lots. CONSTRUCTION -Rugged, heavy-gauge, aluminum housing. Square continuously seam-welded forweather-tight integrity. EPDM closed cell housing gasket. Aluminum hinged doorframe incorporates a positive hold open device forsafety during servicing. All exposed hardware is stainless steel. Contoured,tempered glass lens allows maximum transmission of high angle light. FINISH-Standard finish is dark bronze (DDB), polyester powderfinish with optional architectural colors available. OPTICALSYSTEM-One-piece, hydroformed, anodized aluminum reflector. Horizon- tally-IampedType II (Roadway) and Type III (Asymmetricl.Vertioally-tamped, computer designed reflector for precise IES Type V (Symmetric) cutoff. Fully-fluted design redi- rectslight around arc-tube for optimum lamp life and maximum efficiency. Meets ANSI specification #C78-1352 ELECTRICAL SYSTEM -Constant-wattage autotransformer ballast, copper-wound and 100°/afactory-tested. Mogul-base, porcelain socketwith copper alloy, nickel-plated screw shell and center contact. Horizontally position-oriented on Types II and III standard. Vertically-oriented on Type V. ULlisted 1500W-600V, 4KV pulse rated. SuperCWA Pulse Startballasts,88°/a efficientand EISA legislation compliant, are required for320-400W (must order SCWA option) for US shipments only. CSA, NOM or INTL required for probe startshipments outside ofthe US. INSTALLATION -Extruded arm with integral splice compartment for wall- or pole- mounting,cast aluminum degree arm allows up to 30° of uptilt in 5° increments, adaptor for directmountto 2" NPS mast arm, ortwin mounting barfor applications where two fixtures are required side by side to be used with 30/350/400W. Extruded aluminum 12" arm with integral splice compartment for wall- orpole-mounting to be used with t000W. LISTING -ULlisted suitable for wet locations. Listed and labeled to comply with Cana- dianStandards (see Options). Catalog Number KVS3 400M R5 TB SP12 SCWA LPI Notes Type CMFCU - ST. JOSEPH, MN AA Specircations EPA: 3.9 ftz1.36m1 (includes arm) Square: 24161) Depth: 16-1/2" (421 Arm length: 12130) Weight: 74 Ibs 134 kg) Arm-Mounted Area Cutoff Lighting KVS3 11DE )OOW nting T D 1 A .~ S Mounting Option Drillin° Template SPxx,RPxx,DA12P 5 WB~oc,DA12W6 6 WWxx 7 ORDERING INFORMATION Example: KVS31000M R5120 SP12 SF LPI Choose the boldface catalog nomenclature that best suits your needs and write it in the appropriate line. KVS3 400M Series Wattage KVS3 320Mt 350Mt 400Mz 1000Ms R5 TB Voltage 120 208° 240° 277 347 4804 TBs R2 IES Type II Roadway3 R3 IES Type III Asymmetric3 R5 IES Type V Symmetric NOTES: 1 Must be ordered with SCWA. 2 May be ordered with SCWA. 3 Must use reduced jacket lamp. 4 Consult factory for availability in Canada. 5 Optional multi-tap ballast (120, 208, 240, 277V1. (120, 277, 347V in Canada). 6 For arm mounting, refer to technical data section in the Outdoor binder for drilling template. 7 Single/twin, 180° configuration. 8 May be ordered as accessory. 9 Additional architectural colors available; please see Archi- tectural Colors brochure, form no. 794.3. 10 Order as separate line item. Important with this accessory, an RP12 mounting arm must be ordered on the fixture. SP12 ~ Mountings ~ SP12 Square pole (12" arm) RP12 Round pole (12" arm) WW12 Wood pole or wall 112" arm) WB12 Wall bracket (12" arm) MA Mast Arm (internal fitter)] Optional mounting DA12P Degree arm (pole)] DA12W6 Degree arm (wall)] Accessories: Tenon Mounting Slipfitter10 Number of fixtures Tenon O.D. One Two~180° Two~90° ThreeC°3120°Three~90° Four4~90° 2-3/8"16- T20-190 T20-280 T20-290 T20-320 T20-390 T20-490 2-7/8" 11.3) T25-190 T25-280 T25-290 T25-320 T25-390 T25-490 4"110.2) T35-190 T35-280 T35-290 T35-320 T35-390 T35-490 SCWA LPI Options ShioRed installed in fixture Shipped se arp ately° SF Single fuse (120, 277, 347V; not PE1 NEMA twist-lock available with TB) PE (120, 208, DF Double fuse (208, 240, 480V; 240VI not PE3 NEMA twist-lock available with TB) PE (347V) LPI Lamp included as standard PE4 NEMA twist-lock ULP Less Tamp PE (480V) PER NEMA twist-lock receptacle PE7 NEMA twist-lock only PE (277V) (no photocontrol) SC Shorting cap HS House side shield Architectural colors DRS Quartz restrike system (powder finish)s EC Emergency circuit $tandard colors CR Enhanced corrosion DOB Dark bronze resistance (standard) LS lamp support DWH White CSA Listed and labeled to comply DBL Black with Canadian Standards Classic colors INTL Available forMHprobestart DMB Medium bronze shippingoutsidetheU.S. DNA Natural aluminum Pu/seSM„t O DSS Sandstone "` DGC Charcoal gray SCWA Super CWA Pulse Start Ballast DTG Tennis green DBR Bright red OSB Steel blue Outdoor Sheet #: KVS3-M AL-600 KVS3 Arm-Mounted Area Cutoff Lighting Coefficient of Utilization Initial Footcandles KUS31000M R2 Test No. 99012701 KUS31000M R3 Test No. 99012702 KVS3 1000M R5 Test No. 1186032704 COEFFICIENT OF UTILIZATION COEFFICIENT OF UTILIZATION CDEFFICIENT OF UTILIZATION 5 F. .1I. 1 1 2 3 4 5 6 IODOW High Pressure Sodium lamp, 101800 rated lumens. Footcandle values based on 35' mounting height, Distribution II, cutoff. 1 e r; l z z O 2 0 C 3 ~ z W U 4 ~ 1 0 ~ c~ I z z O 2 LL 0 3 ~ z U Q H y 1 1 2 3 4 5 6 1000W High Pressure Sodium Iamp,107800 rated lumens. Footcandle values based on 35' mounting height, Distribution III, cutoff. 1 e ~ c~ c~ 1 z z 0 2 0 H Z 3 ~ z t.1 4 N i 1 2 3 4 5 6 IODOW High Pressure Sodium lamp, 10780D rated lumens. Footcandle values based on 35' mounting height, Distribution V, cutoff. Mounting Height Correction Factor NOTES: 1 Photometric data for other distributions can be accessed from the Lithonia Lighting website. Iwww.lithonia.com) 2 For electrical characteristics, consuR technical data tab. 3 Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating factors can cause differences between laboratory and actual field measurements. Dimensions and specifications are based on the most current available data and are subject to change. (Multiply the fc level by the correction factor) 5 ft.= 1.96 10 f[.=12.25 15 ft.= 5.4 30 ft.= 1.36 38 ft.= 0.85 40 ft.= 0.77 Existing Mounting Height )2= Correction Factor ew ounbng elg t J I~ L/THON/.4 L/GHT/NG® An S'4cuiiy8rands Company Sheet #:KVS3-M ©2001 Acuity Brands Lighting, Inc., Rev. Z/1/09 Lithonia Lighting Outdoor lighting One Lithonia Way, Conyers, GA 30012-3957 Phone:770-922-9000 Fax:770-918-1209 vvuvw.lithonia.com I~ L/THON/A L/GHT/NGm FEATURES & SPECIFICATIONS INTENDED USE- Ideal forlighting shopping centerorstadium parking lots. CONSTRUCTION -Rugged, heavy-gauge, aluminum housing. Square continuously seam-welded forweather-tight integrity. EPDM closed cell housing gasket. Aluminum hinged doorframe incorporates a positive hold open device forsafety during servicing. All exposed hardware is stainless steel. Contoured, tempered glass lens allows maximum transmission of high angle light. FINISH-Standard finish is dark bronze (DDB-, polyester powderfinish with optional architectural colors available. OPTICALSYSTEM-One-piece, hydroformed, anodized aluminum reflector. Horizon- tally-IampedType II (Roadway) and Type III (Asymmetricl.Verttcally-tamped, computer designed reflectorfor precise IES Type V (Symmetric) cutoff. fully-fluted design redi- rectslight around arc-tube for optimum lamp life and maximum efficiency. MeetsANSI specification NC78-1352. ELECTRICAL SYSTEM-Constant-wattage autotransformer ballast, copper-wound and 100%factory-tested. Mogul-base, porcelain socket with copper alloy, nickel-plated screw shell and center contact. Horizontally position-oriented on Types II and III standard. Vertically-oriented on Type V. UL listed 1500W-600V, 4KV pulse rated. Super CWA Pulse Startballasts, 88°/a efficient and EISA legislation compliant, are required for320-400W (must order SCWA option) for US shipments only. CSA, NOM or INTL required for probe startshipmentsoutside ofthe US. INSTALLATION -Extruded arm with integral splice compartment for wall- or pole- mounting,cast aluminum degree arm allows up to 30° of uptilt in 5° increments, adaptor fordirect mountto 2" NPS mast arm, ortwin mounting barfor applications where two fixtures are required side by side to be used with 30/350/400W. Extruded aluminum 12' arm with integral splice compartmentforwall- or pole-mounting to be used with 1000W. LISTING - UL listed suitable for wet locations. Listed and labeled to comply with Cana- dianStandards (see Options). Catalog Number KVS3 400M R3 TB SP12 SCWA LPI Notes Type CMFCU - ST. JOSEPH, MN E3g Specifications EPA: 3.9 ftz1.36m1 (includes arm) Square: 24161) Depth: 16-1/2" (42) Arm length: l2 (301 Weight: 74 Ibs 134 kg) Arm-Mounted Area Cutoff Lighting KVS3 METAL HALIDE 320W, 350W, 400W, 1000W 35' to 60' Mounting D A ~_____ S SPXx,RPxx,DA12P WBbc,DA12W8 WWxx ORDERING INFORMATION Example: KVS310ooMR5120SP12SFLPl Choose the boldface catalog nomenclature that best suits your needs and write it in the appropriate line. KVS3 400M Series Wattage KVS3 320Mr 350Mt 400Mz 1000M9 R3 TB Voltage 120 208° 2404 277 347 4804 TBs R2 IES Type II Roadway3 R3 IES Type III Asymmetrica R5 IES Type V Symmetric NOTES: 1 Must be ordered with SCWA. 2 May be ordered with SCWA. 3 Must use reduced jacket lamp. 4 Consult factory for availability in Canada. 5 Optional multi-tap ballast 1120, 206, 240, 277VI. (120, 277, 347V in Canada. 6 For arm mounting, refer to technical data section in the Outdoor binder for drilling template. 7 Singleltwin, 180° configuration. 8 May be ordered as accessory. 9 Additional architectural colors available; please see Archi• tectural Colors brochure, form no. 794.3. 10 Order as separate line item. Important with this accessory, an RP12 mounting arm must be ordered on the fixture. SP12 Mountings ~ SP12 Square pole (12' arm) RP12 Round pole 112" arm) WW72 Wood pole or wall 112" arm) WB12 Wall bracket (12" arm) MA Mast Arm (internal fitterl~ Optional mounting DA12P Degree arm (pole-7 DA12W6 Degree arm (wall)] Accessories: Tenon Mounting Sliptittert ° Number of fixtures Tenon O.D. One Two®180° Two~90° Three~120°Three~90° Four~90° 2-3/8'16) T20-190 T20-280 T20-290 T20-320 T20-390 T20-490 2-7/8"17.3) T25-190 T25-280 T25-290 T25-320 T25-390 T25-490 4"110.2) T35-190 T35-280 T35-290 T35-320 T35-390 T35-490 SCWA LPI Options Shipoed installed in fixture Shipped se arp ately" SF Single fuse (120, 277, 347V; not PEt NEMA twist-lock available with TB) PE (120, 208, DF Double fuse (208, 240, 480V; 240V) not PE3 NEMA twist-lock available with TB) PE (347V) LPI Lamp included as standard PE4 NEMA twist-lock ULP Less lamp PE (480V) PER NEMA twist-lock receptacle PE7 NEMA twist-lock only PE (277V) (no photocontrol) SC Shorting cap HS House side shield Architectural colors DRS Quartz restrike system (Powder finish-9 EC Emergency circuit Standard colors CR Enhanced corrosion DDB Dark bronze resistance Istandard- LS Lamp support DWH White CSA Listed and labeled to comply DBL Black with Canadian Standards Classic colors INTL AvailablefarMHprobestart DMB Medium bronze shipping outsidethe U.S. DNA Natural aluminum Pu/s~Sfwt O DSS Sandstone ' DGC Charcoal gray SCWA Super CWA Pulse Start Ballast DTG Tennis green DBR Bright red DSB Steel blue Outdoor Sheet#: KVS3-M AL-600 KVS3 Arm-Mounted Area Cutoff Lighting Coefficient of Utilization Initial Footcandles KVS31000M R2 Test No. 99012701 COEFFICIENT OF UTILIZATION 51- .1 t, J 1 2 3 4 5 6 1000W High Pressure Sodium lamp, 107800 rated lumens. Footcandle values based on 35' mounting height, Distribution II, cutoff. 2 e ~ c~ I ? `z 0 2 LL 0 N Z 3 ~ z a O KUS31000M R3 Test No. 99D12702 COEFFICIENT OF UTILIZATION I 0 c=a c~ 1 z z 0 g 2 ~ 0 3 ~ z v a H O 1 1 2 3 4 5 6 1000W High Pressure Sodium Iamp,101800 rated lumens. Footcandle values based on 35' mounting height, Distribution III, cutoff. KVS31000M R5 Test No. 1186032104 COEFFICIENT OF UTILIZATION 1 0 ~ c~ 1 ? z 0 2 .~ 0 C Z 3 ~ z U a N O I 2 3 B 5 6 1000W High Pressure Sodium lamp, 101800 rated lumens. Footcandle values based on 35' mounting height, Distribution V, cutoff. Mounting Height Correction Factor (Multiply the fc level by the correction Factor) 5 ft.= 1.96 NOTES: 10 ft.=12.25 1 Photometric data for other distributions can be accessed from the Lithonia 15 ft.= 5.4 Lighting website. (www.lithonia.com) 30 ft.= 1.36 2 For electrical characteristics, consuh technical data tab. 3 Tested to current IES and NEMA standards under stabilized laboratory 38 ft.= 0.85 conditions. Various operating factors can cause differences between 40 ft.= 0.77 laboratory and actual field measurements. Dimensions and specifications are based on the most current available data and are subject to change. Existing Mounting Height 2 ew ounting eig t ) =Correction Factor ~~ L/THON/A L/GHT/NG® Lithonia Lighting An'~~4cuity8rands Company Outdoor Lighting One Lithonia Way, Conyers, GA 30012-3957 Phone:770-922-9000 Fax: 770-916-1209 Sheet #:KVS3-M ©2001 Acuity Brands Lighting, Inc., Rev. 2/1J09 www.lithonia.com CMFCU-ST. JOSEPH MN H.I.D•~J~BCC 7. 5" ROUND RECESSED L E N S L I G H T TYPE VOLTAGE ~ 2D 738 95mm1 1223.85mm1 PAN SIZE: 12" x 16-1/4" CEILING CUT OUT: 8-1/8" CATALOG NUMBER SERIES WATTAGE LAMP BASE VOLTAGE MHRL75 50 ED17 MED MHRL75 70 ED17 MED MHRL75 100 ED17 MED OPTIONS & ADDERS SUFFIX FresnelLens FF Dro O al Lens DO Holo hone Control Lens HOL Black Ste ped Baffle w/White Trim BKSB Fuse F Horizontal Mounted lamp lOverallheight7-1/2") HORZ Bar Hangers (2) BH Automatic Standby Lighting QRS High Pressure Sodium Prefix HPS- 208, 240, 347, 480 Volt (#) VOLT Tamper Proof TP Electronic Ballast (Consult Factory) EB Chicago Plenum CP • Regressed C73 tempered lens standard. • Standard aluminum reflector designed to adjust up to 1-3/4" ceiling thickness. • Textured white aluminum splay trim. • Finned extruded aluminum heot sink socket housing. • Encased and potted ballast: dual tap (120/277), thermally protected, sound rated. • Pan/plaster mounting frame: galvanized steel construction. • Adjustable mounting brackets (bar hangers optional). • Prewired at factory for easy field installation. • Insulation detector. • Wet location under covered ceiling. • Lamp by others. • UL/CUL listed for through branch circuit wiring. • Trim gasket to reduce light leak due to irregular ceiling surfaces. • This fixture is proudly made in the USA. FIXTURE SUBMITTED/APPROVED dams G G W N L I G H T I N G H.E. Williams, Inc. • Carthage, Missouri www.hewilliams.com 417-358-4065 • Fax: 417-358-6015 Recessed HID page 20 PHOTOMETRIC D A T A M H R L 7 5- 7 0- E D 1 7- C/ M E D 1618 HEADLAND DR. /~~ FENTON, MO 63026 ~~/~~~~ ~ ~ !1 A . ~ ''1 • ~ R • (314) 343-6006 ~~ // (314) 343051 FAX U Report No: 10737.0 ~•r~ Date: 7/26/00 Description:l/70W Coated ED17 Metal Halide 7.5" dia Recessed Downlight Luminaire Bright Dip Reflector w/White Veltex Splay C73 Prismatic Glass Lens (Prisms Down) Catalog No: MHRL75-70-ED17-C/MED-White Veltex w/73 Lens Lamp Type: M98 MH70/C/U/MED Rated Lumens: 5600. No. Lamps: 1 CANDLEPOWER DISTRIBUTION VERT AVERAGE ZONAL ANG CANDELA LUMENS ~:;~,~,~,,~ :,~::::::.~:::::::: ; _ 0 ~~:' 90' 0 1273. . ... .. i.i..:\:):';''.!.::'::1::. ..... ;' _ -•- 5 1271. 121.3 . . .. ... qp 10 1262. r.. .. ~'... ~ ' .. `:...... f 15 20 1245. 1197 352.9 : . ".. .;..~.. ,. ., ... „ '., ,. `...... ' 25 . 1098. 508.0 • ~:::' ~'~ ~~ ~~~ ~ ~'~~ '~ , . 70° r: ~'~~~ ~"~ 30 944. .. . : .. . , . ,. .,. . . 35 772. 484.7 ,.. `. `.. ` • . 60" 40 598. ~. ~ ~~ :• ~ ;::. ., 45 446. 345.6 . ._ . : .,.. .. . 50 315. :.~::. -.. .. ' ,:' S0° 55 212. 190.3 . / '• 60 145. ;:. ~ ' ' 40 65 7 0 99. 6 0. 98.6 ~, . : 30 ,,.,,,;;. 75 24. 25.8 20° 80 6. 0. 10° 8 5 0. 4 90 0. LUMEN SUMMARY ZONE LUMENS %LAMP %FIXT ZONE LUMENS %LAMP %FIX7 0-30 982. 17.5 46.2 90-120 0. .O .O 0-40 1467. 26.2 68.9 90-130 0. 0 O 0-60 2003. 35.8 94.1 90-150 0. 0 O 0-90 2128. 38.0 100.0 90-180 0. .0 .0 TOTALLUMINAIRE = 0-180 2128. 38.0 100.0 IES SPACI NG CRITERIA: ADJACEN T = 1.1 DIAGONAL = .8 ZONAL CAVITY COEFFICIENTS OF UTILIZATION FFFFC'TIVF FI nC~R (-AVITV RFFI F!'7Awl!'F - 7r1 CEI 7 WALL RCR .70 .50 .30 .b .70 .50 30 .X) .50 30 JO 50 .30 .10 0 .45 .45 .45 .45 .44 .44 .44 .44 .42 .42 .42 .40 .40 40 1 43 .41 40 .39 .42 .41 .40 .39 .39 .36 38 .38 .37 36 2 .40 38 .36 .34 .39 .37 .36 .34 36 .35 .33 .35 .34 .33 3 .36 .35 .32 .31 .37 .34 .32 .30 .33 .31 .30 .32 .31 .29 4 .35 .32 .29 .27 .34 .31 .29 .27 .30 .28 .27 .29 .28 .26 5 .33 .29 .26 .24 .32 .28 26 .24 .28 .25 24 27 .25 24 6 .31 26 .24 22 .30 .26 .24 .22 .26 23 .22 .25 23 .21 7 .28 .24 .21 . Z O .28 .24 .21 .20 .23 21 . i9 .23 .21 19 8 .26 22 .19 .17 26 .22 .19 .17 .21 .19 .U 21 .19 17 9 .25 20 .17 .16 .24 .20 .17 .16 .19 U 15 .19 .17 .15 10 .23 .18 .M .I4 .22 .18 .16 .14 .18 .16 .14 .18 .15 .14 FIXTURE QUANTITY QUICK ESTIMATOR TABLES REFLECTANCE: Ceiling = 80% Walls = 50% Floor = 20°~ LIGHT LOSS FACTOR- 1 O Room Size -10' Ceiling 50 Ftc 75 ftc 100 ftc Small • 400 Sq Ft 12 16 25 Medium - 900 Sq Ft 25 36 49 Large -1600 Sq Ft 49 72 90 LUMINANCES FOOT LAMBERTS VERT HORIZ ANG ANG 45 21972. 55 12876. 65 8187. 75 3279. 85 150. MAXIMUM BRIGHTNESS LIGHT CONE QUICK CALCULATOR TABLES NOT MEASURED MNT HGT-FT FC at Edae of Cone FC at Nadir Adjacent Cone Dia. Diaconal 8 9.9 19.9 8.8 6.4 10 6.4 12.7 11.0 8.0 12 4.4 8.8 13.2 9.6 14 3.2 6.5 15.4 11.2 f Willi 16 2.5 5.0 17.6 12.8 ams \ __ 18 2.0 3.9 19.8 14.4 `/ 20 1.6 3.2 22.0 16.0 H.E. wILLIAMS. INC. COLOR CONVERSION FACTORS Straw = x .97 ~ Champagne x .96 Micro Baffle x .60 Gold = x .93 Wheat s x .88 Pewter = x .86 H.E. Williams, Inc. Carthage, Missouri • www.hewilliams.com • 417-358-4065 • Fax: 417-358-6015 Information contained herein is subject to change without notice. HEWJP33944 11/10/08 ~ _ CMFCU - St. Joseph, MN ' ~ ~ TYPE DD ~. ,~ ~ - . ~ 7 A ,a~~ ,Lis[ed fOf, Wei IOC3110n5 3 ~A-»~ ~A v,w 1. ,t` .:r: OWK-1 a OWK-2 ~; ~, OWK-1 6", 8" (Specify) 36", 42" (Specify) 6"-100w, 8"-150w 40 a OWK-2 6", 8" (Specify) 36" 42" (Specify) 6"-100w 8"-150w 40 , , The OceanWalk Round Series of architectural bollards combines contem- aluminum stack louver, prismatic glass refractor and 45 degree cut-off grill. porary styling with durable, vandal resistant construction. Provides smooth, Type V symmetrical light distribution. 360 degree symmetrical low level illumination with available cutoff optics. An FINISH: Durable Quali-Guard® thermoset polyester powder coat textured excellent choice for walkways, entrances, promenades, plazas, courtyards, finish, available in a selection of architectural colors to com lement the driveways, bridges and landscaped areas. P environmental setting. LENS: Clear, high impact resistant acrylic with silicone gasketing for weath- LAMP: A selection of HID li ht sources from 50 throw h 150 watts are offered, ertight seal. Optional opal acrylic lens. p u including Pulse Start lam s for superior efficiency, l men maintenance and HOUSING: Extruded aluminum housing in 6 and 8 inch dig. sizes. Heavy color rendition. duty cast aluminum base plate concealed within shaft is designed for standard BALLAST: Premium CWA or HPF re ulatin auto transformer, available in anchor bolt mounting to concrete base. o e Metal Halide, High Pressure Sodium, r Puls Start Metal Halide, and Com- OPTICS: Choice of high efficiency specular aluminum paracline reflector, pact Fluorescent. Mounted to bracket attached to optical assembly. Model No. Size Optics Wattage Source Voltage Finish Options OWK-2 8R36 SLR 70 M 1 BZ ^ OWK-1 ^ 6" Round ^ Paracline ^ 50 Ps, HPS 120 ronze Fusing Round Flat Top 'Specify Height Reflector (50) (1) (BZ) Single In-Line Fuse • (6R36) (PR) 'Special voltage '~ '~OWK-2 Round 6R42) 8" Round t~Stack Louver 70 (70 ) PS, HPS ^ 208 2 ^ Black ^ (SF 120) ^(SF 277) D bl F I Li Dome Top ' ( ) (BK) ou e n- ne use Specify Height Reflector 'Special voltage (8R36) (8R42) (SLR) 100 ^ PS, HPS ^ 240 ^ Whlte ^ (DF 208) ^(DF 240) ^ (DF 480) ' 1 ~~ ( ) (3) (WH) Available in ° ° ^ Type V ^ Internal Light Shield either 36 lall or42 Glass Refractor ^ 150 S, HPS ^ 277 ^ Green (~L$) (GR5) (150) ~ (4) (GN) ^ Opal Lens ^ 45 Degree (M), (P), (s) (OL) Cutoff Grill ^ ^ ^ ^ 480 ^ Grey (COG) •ConsufiFactary k FI t (5) (GY) 'S'Round Only. r uorescen Wattage Options. ^ M.Tap ^ Silver (6) Metallic (SL) ^ Custom 'Multi-Tep (CC) CF -Compact ba9ast is sten- Fluorescent dard and wired MH -Metal Halide at 277v unless PS -Pulse Start specified. Metal Halide HPS -High Pressure 347v available; Sodium consult factory. 83 DESCRIPTION ENTRI Series' family of modular faceplate designs provide a tasteful architectural statement equally suitable for indoor and outdoor environments. Available luminous faceplate window adds a signature look, while affording custom color capability. SPECIFICATION FEATURES A ... Housing One piece die-cast aluminum construction for precise tolerance control and repeatability in manufacturing. Accommodates either up or down mounting configurations with no modifications. Downlight and uptight lens' are impact resistant 5/32" thick tempered clear or frosted flat glass, sealed to the housing with high strength VHB adhesive tape and a continuous silicone bead gasket. Silicone wireway plug on housing back wall seals incoming electrical leads to prevent moisture and dust entry. B ... Faceplate One piece die-cast aluminum faceplate utilizes a continuous silicone gasket to seal securely to housing. Side hinged faceplate swings open via release of one 11- flush mount die-cast aluminum latch on housing side panel. Available luminous glass insert is .16"thick frosted glass, secured to back of faceplate with a continuous EPDM gasket. Available colored gel film secures behind glass. C ... optical System Choice of ten 110) high efficiency optical systems constructed of premium 95% reflective anodized aluminum sheet, or bright specular anodized polished spun aluminum. Available distributions include Type III, Type III with 10% secondary glow, Type 111 with pencil secondary, Forward Throw, Forward Throw with 10% secondary glow, Forward Throw with pencil secondary, FX grazing optic, FXF 50% up/50% down grazing optic, Tight Spot, and 50% up/50% down Tight Spot, Optical segments are rigidly mounted inside a heavy wall aluminum housing for superior protection. All segment faces are clean of rivet heads, tabs, or other means of attachment which may cause streaking in the light distribution. All reflector modules feature quick disconnect wiring plugs. T6 Pulse Start Metal Halide lamps feature G12 lampholders, White SonTM Nigh Pressure Sodium lamp features a GX12 lampholder, Quartz Halogen lamps feature mini-can screw based lampholders, and Compact Fluorescent lamps feature GX24q- (3,4,514-pin lampholders. D ... Electrical Components Ballast and related electrical componentry are heat sunk to the housing for cooler operation and prolonged life. E ... Mounting Standard zinc plated attachment plate mounts directly to 4" J-Box. Fixture slides over mounting plate and is secured with two 121 concealed stainless steel fasteners. Mounting plate features one-piece, EPDM gasket on back side of plate to firmly seal fixture to wall surface, forbidding entry of moisture and particulates. Optional mounting arrangements utilize a die-cast aluminum adapter box to allow for surface conduit wiring, quartz lamp options, and emergency battery pack capability. F ... Finish Housing finished in a 5 stage premium TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum, and graphite metallic. RAL and custom color matches available. Consult your INVUE Lighting Systems Representative for more information. DIMENSIONS 7 3/4" 7 3/4" (196 mm] 1196 mm] ~_ 1s zs/3r __~~ a 1/9• ,J ~~ 15 zs/3z• `~~ e 1/a° ,J 1400 mm] (206 mm) 1400 mm] 1206 mm] ENv ENTRI ROUND REVEALS 26-250W Pulse Start Metal Halide WHITESON High Pressure Sodium Compact Fluorescent Quartz Halogen ARCHITECTURAL WALL LUMINAIRE a ~ FCO COMPLIANT Faii Cataff Wattage Table ENV Pulse Start Metal Halide 39, 70, 100, 150W WhiteSON HPS t00W Compact Fluorescent 26, 32, 42, 57W Dual Compaet Fluorescent (2126, (2)32, (2)42W Quartz Halogen 100,150, 250W Certifications IP66 Rated U.L. 1598 FCO CSA Listed 40° C Ambient I50 9001 Full Cutoff aln downlight only configurations with no faceplate window. SHIPPING DATA (approx.) Net Weight (lbs.l: 13 Volume (cu. ftl: 4.5 COOP/E'R Lighting Specifications and Dimensions subject to change without notice. ' nvuosza2a Consult your reproeentativa for additional options and finiahos. 02/09/2009 3:45:58 PM www.cooperlighting.com INVUE ® energy ENV ENTRI ROUND REVEALS ORDERING INFORMATION ENV-70-MP-120-EB-FXF-BZ•LG-L ENV 70 MP 120 Product Family Lamp Wattage Voltage ' ENV'ENTRIRound 70'70W t20°120V Reveals Lamp Type Ballast MP' Pulse Start Metal Halide EB=Electronic Ballast :al System Optional Luminous Wall Grazing Optic, 50% Up150% Faceplate Insert Down LG=Luminous Glass Insert Bronze Lamp Included (Standard for all Halogen lamps) Notes: 1 Products also available in non-US voltages and SOHz for international markets. Consuh factory for avallabflity and ordering information. 2 120 through 277V only. Electronic ballast rte ndard with all CF lamps. EB avalla6le whh 39l/O/100/150W MP lamps. 150W requires and Ia supplied with VA2001 ihru-way Box. Not avallahle with OAB or EMAB options. 3 Custom and RAL color matching availahle upon request. Consult your INVUE Lighting Systems Representative for further information. q Add es suffix In the order shown. 6 Order separately, replace XX with color auffiz. EB II FXF II BZ COOPER Lighting Specifications and Dimensions subject to change without notice. Avuoezaza www.cooperlighting.com Invue • Customer First Center • 7121 Highway 74 South • Peachtree Cily, GA 30289 • TEL 770.488.4800 • FAX 770.488.4801 02/09/2009 3:45:56 PM SEH MEMORANDUM TO: Judy Weyrens City Administrator FROM: Randy Sabart, PE DATE: February 26, 2009 RE: Central Minnesota Federal Credit Union St. Joseph, MN Preliminary Plan Review City No. 2009-01 SEH No. STJOE 103971 D98 I reviewed the revised preliminary grading and utility plans received February 20, 2009, and have the following comments. Utility Plan 1. Add a plan note to adjust the gate valve boxes to grade for the existing water service stubs. Grading and Storm Sewer Plan 2. The Coborn's preliminary plan identified a storm sewer lead from CBMH 7 to the Elm Street Access Road. If the storm sewer is still needed, it should be extended beyond the pavement of the proposed entrance to CMFCU. If the storm sewer is not needed at the access drive, submit documentation supporting how drainage will be managed. 3. The existing storm sewer pipe material downstream of CBMH 7 is reinforced concrete pipe (RCP). Continue the RC pipe to CBMH 7 to prevent a field joint within the boulevard. 4. Add plan notes to address removal and replacement of the concrete curb and gutter on Elm Street for the entrance construction. 5. Adjust the placement of the sanitary sewer cleanout and/or note to avoid placement in the curb line. 6. The applicant is advised the proposed curb grade from the drive-up to CB 6 is at a minimum grade. Consider alternatives to increase the curb grade. 7. Verify the intent of the proposed pavement grade labels along the west building face. The proposed grades at the drive-up are the same as the proposed finished floor elevation. 8. The applicant is advised to increase the gradient across the sodded areas around the building from the proposed 1 % gradient. Short Elliott Hendrickson Inc., 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 SEH is an equal opportunity employer ~ www.sehinc.com ~ 320.229.4300 ~ 800.572.0617 ~ 320.229.4301 fax Central Minnesota Federal Credit Union February 26, 2009 Page 2 9. The general notes section comments on the erosion control best management practices (BMP's) for the site. Add additional note to require inlet protection on Elm Street and CR 133. If the southwest entrance will be open to construction traffic, provide a rock construction entrance. 10. The architectural site/landscape plan indicates sod will be placed. The grading plan indicates seed and mulch. Please clarify intent. 11. Label the benchmark location and elevation. Stormwater Management Plan/Hydrology Report 12. The drainage area (PR2) is being directed to the north and into existing storm sewer. This area is measured and labeled as 0.65 acres on the drainage map; however, the HydroCAD modeling only accounts for 0.50 acres. The 0.65 acres is the more accurate amount and should be modeled as such to verify the amount of flow entering the existing storm sewer. 13. Drainage areas for MHS and MH7 appear inaccurate with respect to the proposed site grades and the proposed curb cut location on the trash enclosure island. Re-evaluate and adjust the drainage areas to match the drainage patterns indicated by the proposed site grades. 14. Some of the inlet times of concentration (TC) appear high for the hydraulic travel paths. Review TC calculations to support the TC's used in the storm sewer design. 15. The design flow used to size the 18-inch pipe from MH1 to the existing storm sewer to the south, does not correspond with the flows entering MH 1. MH 1 receives 4.8 cfs and 1.89 cfs (6.69 cfs combined) from two different upstream pipes. The flow used to design the downstream 18-inch pipe from MH1 is only 6.49 cfs. 16. Update the Rational Method Design Worksheet to reflect the design information presented on the plan (or vice versa). For example, the following is a list of discrepancies between the design calculations and the information provided on the plan sheet: a. The upstream invert, slope, and length of the pipe from MH3 to MH2. b. The slope and invert for the pipe from the roof to MH4. c. The slope and downstream invert of the pipe from MH2 to MHl . d. The slope, length, and downstream invert of the pipe from MHS to MH1. e. The upstream invert, slope and downstream invert of the pipe from MH1 to the existing storm sewer to the south. f. The upstream invert, size, slope, and downstream invert of the pipe from MH6 to MH7. g. The upstream invert, length, size, slope, and downstream invert of the pipe from MH7 to the existing storm sewer to the north. NPDES PERMIT (SWPPP) (Notes for Final Plan Submittal) 17. The project will disturb more than an acre and; therefore, requires an NPDES construction permit and SWPPP. There seems to be incomplete information to meet the NPDES permit requirements. Some, Central Minnesota Federal Credit Union February 26, 2009 Page 3 not all, of the missing items are listed below. Please refer to the permit to ensure all requirements are met. a. General project information including, project size, pre and post impervious area, etc. b. Knowledgeable and trained personal responsible for the design, implementation, maintenance, and long-term maintenance of the SWPPP. c. List and classification of receiving surface waters and wetlands within 1 mile of site. d. Signage identifying the concrete washout area. e. Correct inspection time frames. f. Correct stabilization time frames. l8. The SWPPP and inspections are required to be kept onsite. Recommendation I recommend approval of the preliminary grading and utility plan contingent upon completion of all requested changes and submittal for review and approval prior to execution of the developer's agreement. djg c: Terry Thene, City of St. Joseph Ron Wasmund, Inspectron, Inc. p:tpt~s~sycekommonW96 2009.01 • central mn fed credit unionM_city prelim plan pev_022609.doc Memo To: Judy Weyrens, City Administrator From: Ron Wasmund, Building Official Date: February 24, 2009 Re: Central Minnesota Federal Credit Union Site Plan Review Background Central Minnesota Federal Credit Union is proposing to construct a 7,425 square foot branch banking facility in the area of Co Rd. 133 and Elm St. There will also be 2740 square feet of basement that will be used for the utilities of the building and storage. The parcel is located on the east side of Co Rd. 133 immediately south of the Elm St. on a 2.86 acre site. The facility is proposed to be constructed on a separate parcel as part of a larger 3 lot development . They are building on Lot 1 Block 1 of the Coborns Realty plat. The address is 1300 Elm Street. The building will be one story with 4 drive up lanes located on the west side of the building and visible from Co. Rd 133. The exterior of the building is a combination of brick ,stucco, decorative metal panels and glass. Comments Zoning District Ordinance Section 52.32 - B-2 Hwy 75 Business Permitted use -Ordinance Section 52.32 Subd. 2(a) -Banks Setback Requirements 52.32 Subd.6 Minimum lot size -10,000 s.f. Actual lot size 2.86 Acres 124,582 s.f. Minimum width - 100 L.F. Actual Minimum Width 248.75 L.F. Front Yard - 20' setback P/L Actual greater than 20' Side Yard -10' setback to PIL Actual greater than 10' Rear Yard - 10' setback to P/L Actual greater than 10' • Page 1 Building Height 52.32 Subd 7 Permitted - 3 stories or 40' max Actual -1 story , 24' Site coverage 52.32 Subd. 8 60% structure or combination of structures. Lot area = 124,582 square feet. Allowable coverage area 74,749 square feet Actual Lot Coverage = 50,800+/- Square Feet Parking 52.10 Sub 4(j) Office Buildings and Professional Offices = 1 parking space for each 250 sq. ft. of floor area. Storage = 1 space for every 1000 sq. ft. 7425/250 = 30 spaces 2740/1000 = 3 spaces The proposed use will require 33 parking spaces If the basement is used for office space in the future the use will require 11 parking spaces based upon gross floor area of the basement.. Adding the future 11 spaces to the first floor required parking of 30 spaces the total requirement will be 41 parking spaces. Two of the total spaces are required to be designated and marked as accessible parking. The plan provides 44 parking spaces. Two of them are designated as accessible parking. Building Exterior 52.32 Subd 9(c) 50% of all 4 sides are required to be face brick, stone, vinyl, stucco, cut block or other decorative materials. Exterior finishes are proposed to be a combination of architectural panels, brick and stucco materials on the entire surface thereby exceeding ordinance. Screening 52.32 Subd 9(d) All HVAC and refuse storage areas must be in a location approved by the Planning Commission and screened. • Page 2 HVAC will be screened roof top units. An enclosed refuse storage building is shown on the plan. Lighting 52.32 Subd. 9(e) All lighting is required to be hooded with no light directly striking public right of way or areas off the developed site. The proposed lighting fixtures match the lighting on the Centra Care site. The submitted lighting plan shows compliance. Stops and Curbs 52.32 Subd 9(f) B-612 curb is required for all drive and parking areas. Plans show a detail for 6612 curb design. Landscaping 52.32 Subd. 9(g) and 52.21 Subd.6 (c) A unified landscaping plan is required for the development. Parking lot landscaping must equal 15% of parking lot if the parking lot is within the County Road 75 right of way.. A preliminary plan was submitted but shows sparse details. Amore detailed plan is needed for review. Signs - 52.32 Subd 9(h) and Ordinance 52.11 A sign concept has been illustrated. A final sign design must be submitted for approval which details compliance with Ordinance 52.11. Speck details must show conformance to Subd. 7, Subd. 10, Subd. 11 and Ordinance 52.21 Subd. 7. Lock Box 52.32 Subd. 9(1) A lock box is required to be installed before Certificate of Occupancy allowing for fire department access. General Comments Complete Architectural Plans must be submitted for Code review before issuance of a building permit. • Page 3 Afire Hydrant must be located along the south property line as approved with the original site development utility plan. International Fire Code Section 503.1 An approved fire apparatus access road shall be provided for every facility, building or portion of a building. The fire apparatus access road shall extend to within 160 feet of all portions of the facility or any portion of the exterior wall of the first story of the building as measured by an approved route around the exterior of the building or facility. This dimension can be increased by the Code Official when the building is equipped throughout with an approved automatic fire suppression system. The building is equipped with a fire suppression system and all portions of the building are within 180 feet of the nearest on site access point therefore no on site access will be required to the west side of the building Findings Based upon review of the preliminary building and site plan documents the proposed project is compliant with the permitted uses of the B-2 Zoning District. The project complies with the minimum lot size, lot coverage and setback requirements of the district. Parking stall numbers and design also comply with ordinance. A plan must be submitted showing the screening for the HVAC equipment. A more detailed landscaping plan is needed to show details including names and numbers of plantings. Parking lot landscaping equal to 15% of parking area must be provided if it is determined that the parking is located within 300 feet of the Hwy 75 right of way. Complete Architectural Plans must be submitted for Code review before issuance of a building permit. Fire Hydrants must be located compliant with the approved site development utility plan. A lock box must be installed adjacent to the Fire department Connection on the east side of the building. Recommendation I recommend approval of the site plan contingent submittal of all required changes for review and approval prior to execution of the developer's agreement. • Page 4 Iawr109\Ga\Pw'~371s07109C700Jb,Awy NOnAey, Nsy 12. 200! l;Ot;1~ pN O ~• O Q Q V l C 0 1 f „ '~~ ~ i? ~3 weR ~Z~ I r---- a i •.COUN7Y ROAD ~'~•, NO. t33 ~ .~ . ~ ? r7r, ~T~~~' rw.e ITMRbOM 1 1 r_I ~~ ~~•1.. rf'M~lUir (~~- ,. w fN ` f ~~'iag~111 !.'11`.,:.'•..1 ~ ,- .., ¢,~ ~ Y i ! F, t 1 1 t ~ I fq i fxfNf f~ i 8 ~ I r i i i i I j I~ i '•: _ .. ~ 4 i :r i fr. I ~.. ~ as I i :.. le I ~~ ' + ~, ~~ N:~. a ~.1 .._ sue. ~ 1 ~ . .- _ ~ a ~ ~~ --- I I - 1. ~ r----------- f ~ ~ ' "-----° :.fir.. ;r , i.. r ~ ^~ . . ~ i 1 ~ .c I x •=. ~ frrf ~ '~; ° -. ',ri.`-.-..~.~~ ~t„~ .-~~~ .ems ~ :t = • ~ r t ~ z ~ -_ a ~r~N'/M..N - -- - -~-- ;.:~• -- ~\-- \ -----\- ~ I _ ~~ 7 •. ~l i ,j, D~ « ... r -.: ~, it :+r-.. ., . d . I '~ .' . . : ; ~'~ _ a' ~: . .. N'_ _ ..-• +- ' x ;: ,.,: . .. ~ ....... : ., .• '~ . ~' , - ~ 1' ~ • ..... _ qi err' y , .. o •, ,~ AYE e J ~ ~ ~~4 -- - - - --- -- -----___ -~ -' - -- ---- --' ~ ~ 1 t~ NE 11 j/A!1 g . ~~ -- - r ,,: .'.' G .. .-3.:1F.h:'.r,._.._ ~{ ... I.IR1~34b~11 ~l61.21_... ~ .-.. - -.--.~_. _.-.....t ~ ~.. ~.. :: . • ~ _ s,, n .~. "• ...~ .: .~ 6. . '~ ' . ; • :i..:. .,~ n::r-.- - r:: f~ • „ ~ f .::: ~ ~ .. ......... ......... ... I I Qi .:. ',:j:!: 1. ,:...:. ~~ ii :; ': I '' .,. (o f _` I ~i! I 8 ~'1. ~ ~!1 •~ :i. ~1. 1 1 .`4:S" l •v ia'=. 8 e:ii%i ~ ; is ~.;. ~i; '.'iii j:.~ .~~ f:.. .:~~..l. 1:11 l.ttt: ~1'~~: 1. .~:i-•:''.: t is f ~ i' 1 '~i.;~.: ..1~":; ~ RICE BUILDING SYSTEMS INC. ~ p•~ o~• ~..K ~""~,.,°'°°" ~'~' "" 7717I3rd strrM Ssra aNOaea~'i.efw~eno e`~nmea~ ~~ wrN A U1 COBORNS REALTY COMPANY s.. erora, NN 50301 rrnwewe ra aMnrl~ fw 57. )OSEPN, MINNESOTA ~ Pheey 330-2S1-tl33 ~~ tiw PRELIMINARY UTIU'TY p1AN PNAS3NG yer: 330•lSl-i3S3 ~+eut ~"•~-~.~-~ a aAylepr . a .awe a~ °i1mO uc.la ~ wra nMrr (..__ ORDINANCE 52 -ZONING ORDINANCE Section 52.32: B-2 HIGHWAY 75 BUSINESS DISTRICT Subd. 1: Intent. The Highway 75 Business District is intended to control the use and development of land and improvements by creating a mixed land use district near and adjacent to the County State Aid Highway 75 corridor in the City of St. Joseph. This shall be done by allowing for a mixture of land uses and by establishing stringent standards for development. This section shall be administered in a manner which will encourage and promote high-value development in a manner similar to a planned unit development, taking full. advantage of the City's highway location. It is also the purpose of the Highway 75 Business District that a pleasant, attractive, and aesthetically pleasing environment be developed. Subd. 2: Permitted Uses. The following uses are permitted: a) Business Services 1. Banks 2. Office space b) Food Services. 1. Grocery stores 2. Supermarkets 3. Restaurants, except drive-thru restaurants 4. Delicatessen 5. Bakeries whose product is sold at retail on premises c) Personal Services. 1. Multiple Retail 2. Drug stores 3. Hardware stores 4. Book stores 5. Discount (`Big Box') retail stores 52.32-1 ORDINANCE 52 -ZONING ORDINANCE 6. Retail apparel stores 7. Flower shops 8. Beauty shops and salons 9. Photography shops and studios 10. Funeral homes d) Medical Services. 1. Medical clinics 2. Dental clinics 3. Veterinary clinics 4. Other institutions providing health care. e) Farmers Market for the sale of produce only. Notification and the submittal of a plan to the Planning Commission is required. f) Movie and Performing Arts Theaters. g) Other use determined by the Planning Commission to be of the same character as contained in this Subdivision. Subd. 3: Permitted Accessory Uses. The following uses shall be permitted as an Accessory Use in the Highway 75 Business District and subject to all the requirements in this Section: a) Commercial or business building for a use accessory to the principal use, not to exceed 30% percent of the size of principal structure. b) Signs which meet the criteria of Subdivision 9 of this section. c) Temporary buildings for construction purposes for a period not to exceed construction. d) Off-street loading and parking areas, subject to applicable section(s) of this Ordinance. e) Fences, landscaping. 52.32-2 ORDINANCE 52 -ZONING ORDINANCE Subd. 4: Uses Under Special Use Permit. The following uses shall require a Special Use Permit based on the procedures set forth in Section 52.07.03 of this Ordinance: a) Auto malls and/or automobile service and gas stations, provided that: Motor fuel facilities are installed in accordance with state and city standards. 2. Adequate space shall be provided to access gas pumps and allow maneuverability around the pumps. Underground fuel storage tanks are to be positioned to allow adequate access by motor fuel transports and unloading operations minimize conflict with circulation, access and other activities on the site. 3. Wherever fuel pumps are to be installed, pump islands shall be installed. 4. A protective canopy located over the pump island(s) may be an accessory structure on the property; however, adequate visibility both on and off site shall be maintained. An internal site pedestrian circulation system shall be defined and appropriate provisions made to protect such areas from encroachments by parked cars or moving vehicles. b) Office warehousing. c) Lawn and garden temporary sales area. d) Lumber yards and home improvement retail centers. e) New or used auto dealerships. f) Stone building material sales and service. g) Recreational vehicle sales and services. h) Transportation terminals, public utility and transfer stations, without storage yards. i) Equipment Services. Radio and television shops 2. Appliance repair shops Appliance show rooms 52.32-3 ORDINANCE 52 -ZONING ORDINANCE j) Recreational Services. 1. Theaters 2. Bowling establishments 3. Clubs and lodges k) Hotels 1) Motels m) Drive-through and convenience food establishments, provided that an internal site pedestrian circulation system shall be defined and appropriate provisions made to protect such areas from encroachments by parked cars or moving vehicles. n) Commercial car washes (drive through, self-service and mechanical) provided that stacking space is constructed, subject to approval by the City Engineer, to accommodate that number of vehicles which can be washed during a maximum thirty (30) minute period. o) Convenience Store with gasoline, provided that: The sale of food items is in compliance with state and county standards and subject to the approval of a Health Inspector who shall provide specific written sanitary requirements for each proposed sale location. 2. The approximate area and location devoted to non-automotive merchandise sales shall be specified in general terms in the application. 3. Motor fuel facilities are installed in accordance with state standards. Adequate space shall be provided to access gas pumps and allow maneuverability around the pumps. Underground fuel storage tanks are to be positioned to allow adequate access by motor fuel transports and unloading operations minimize conflict with circulation, access and other activities on the site. 4. Wherever fuel pumps are to be installed, pump islands shall be installed. 5. A protective canopy located over the pump island(s) may be an accessory structure on the property however adequate visibility both on and off site shall be maintained. 6. An internal site pedestrian circulation system shall be defined and appropriate provisions made to protect such areas from encroachments by parked cars or moving vehicles. 52.32-4 ORDINANCE 52 -ZONING ORDINANCE p) Postal Stations q) Uses determined to be of a simi ar nature as those permitted under Subd. 1, upon a finding that the uses will not be detrimental to the health, safety and welfare of the City, and that the use is consistent with the stated intent of the zone as contained in Subd. 1. Subd. 5: Conditions Applicable to All Special Use Permits. The following conditions are applicable to all uses under a special use permit: a) When abutting a residential use in a residential use district, the property is adequately screened and landscaped. b) Parking areas shall be screened from the view of abutting residential districts. c) Vehicular access points shall be limited, shall create minimal conflict with through traffic movements, shall comply with all appropriate Chapters of this Ordinance as may be amended and shall be subject to the approval of the City Engineer. d) Provisions are made to control and reduce noise in accordance with MPCA standards. e) The entire site other than that taken up by a building, structure or plantings shall be surfaced so as to control dust: subject to the approval of the City Engineer. f) The entire area shall have a drainage system subject to the approval of the City Engineer. g) The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or area so as to cause impairment in property values or constitute a blighting influence within a reasonable distance of the lot. h) All outdoor storage shall be completely screened from view. Subd. 6: Setback Requirements. a) Lot Size. Minimum lot size is 10,000 square feet with a minimum width of 100 feet, except lots platted prior to 1950. b) Propertyadjacent to Coun State Aid Highway 75. Shall have a ten (10) foot landscaped setback from the highway right-of--way line. Any structure shall have a twenty (20) foot setback from the highway right-of--way. c) Front_yard. Setback shall be twenty (20) feet from the lot line. 52,.32-5 ORDINANCE 52 -ZONING ORDINANCE d) Side , ard. Setback shall be ten (10) feet from the lot line. If the property's side yard is adjacent to County State Aid Highway 75, the setback shall conform to Subd. 5 (a) of this Section. e) Rear yard. Setback shall be ten (10) feet from the lot line, 35 feet if abutting a residential district. f) No part of the structure including footings, soffits, gutters or other overhangs shall encroach on easement areas. Subd. 6: Hei hg t Requirements. a) Any portion of a structure shall not exceed 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. Subd. 7: Site Coverage. No structure or combination of structures shall occupy more than 60 percent of the lot area. Subd. 8: Other Requirements. a) Parking Lots. 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. b) Loading Docks. All loading docks shall conform to the standards set forth in Section 52.10. No loading docks or overhead doors shall directly face County State Aid Highway 75. c) Building Exteriors. All construction of new facilities shall consist of pre-cast or cast tip up concrete walls, concrete block (painted or decorative), post frame/steel frame with a concrete block or poured concrete complete perimeter foundation with frost footings extending a minimum of eight inches (8") above the final grade, and stick built construction. Pre-fmished architectural metal panels, with a minimum twenty (20) year manufacturer color-fast warranty, may be used as a construction material. The exterior building finish of fifty (50%) percent of all four sides of the structure, exclusive of windows and doors, shall consist of materials comparable to: face brick; natural stone or cultured rock; glass; vinyl; stucco, aluminum lapsiding; cut block; and, concrete block (the surface must be treated with an applied decorative texture or material). Pre-cast or cast in place concrete buildings shall provide as much adornment as is possible considering their exterior finish limitations. d) 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. 52.32-6 ORDINANCE 52 -ZONING ORDINANCE e) Li htin .All lighting shall be hooded and no light may directly strike County State Aid Highway 75 or areas outside of the development. f) Stops and Curbs. Concrete curb to B-612 specifications shall be used for all automobile stops and for all drive and parking areas. g) Landscaping. In addition to requirements relating to parking lots, the Development Plan shall show a unified landscaping scheme for the development. h) S_i~ns. All proposed business signs shall be an element of the Development Plan. All signs shall conform to the Subd. 10 of this Section. i) A Lock Box shall be installed on all buildings before a certificate of occupancy will be issued. Subd. 9: Development Plan Requirements. No building permit shall be issued until the Planning Commission reviews the development plan to determine that the use and development is compatible with adjacent land uses, and consistent with the stated intent of this zone. The requirements of this Subdivision shall not apply to additions to existing buildings which will increase the size of the building by 25% or less. Upon the request of the Planning Commission, the City Council will make the final determination on site plan approval. The developer shall provide the following items to the Planning Commission for any development located in the Highway 75 Business District: 52.31, Subd.9 amended 4/2005 ("section subsequently renumbered) 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. 52.32-7 ORDINANCE 52 -ZONING ORDINANCE 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. 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/A~reement. 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. 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 52.32-8 ORDINANCE 52 -ZONING ORDINANCE 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. Subd. 10: Sins. In the B-2 Highway 75 Business district the general provisions apply to all signs. a) Business and Wall signs maybe erected, attached or painted on to a structure and Advertising signs shall be prohibited. They are defined as follows: Business Sian. A sign that is related to the business located on the same property to which it is located. 2. Wall Sian. A sign painted or placed against or attached to the exterior wall surface of a building or structure. 3. Advertising Sign. A sign which directs attention to a business, profession, commodity, service or entertainment which is sold or offered on a premise other than that on which the sign is located. b) Business signs may be erected, attached or painted on to a structure, and maintained in conjunction with a commercial use provided: Signs shall have a surface area not exceeding one hundred square feet per sign face with an aggregate total not to exceed two hundred (200) square feet if double faced. 2. Such sign except a directional sign, is erected only on the premise on which the use, to which the sign relates, is conducted. 3. Notwithstanding the above, where two or more separate and individual businesses are conducting business in separate areas of a single building or structure, in which each operation owns or leases separate and individual premises, but share in the use and maintenance of common areas within or around the structure, then and in those circumstances, each individual business operation may be permitted to display an individual business sign as provided in subdivision a) and b) of this Section, except that said sign must be directly attached to that particular premises actually occupied by the business operation to which the sign relates. For the purpose of this subdivision, a combination of two or more business operations within a single structure includes, but is not limited to, shopping centers, shopping malls, and subdivided retail, office or industrial buildings offered for lease or condominium ownership. 4. All freestanding Business Signs shall be landscaped around the base. 52.32-9 ORDINANCE 52 -ZONING ORDINANCE Except for monument signs, the surface area of the base of any Business Sign shall not exceed 25% of the face area unless structural engineering illustrates the face cannot meet the wind loading requirement of the Building Code. The maximum height of a Business Sign shall be 15 feet. 52.31, Subd. 10.b. amended 4/2005 (*section subsequently renumbered) c) Wall signs may be placed or painted against the exterior wall or surface of a building or structure and are subject to the following regulations: That the wall sign does not exceed one and one-half (1 %2) square feet per lineal lot,front foot or fifteen percent (15%) of the building frontage area or seventy five (75) square feet, which ever is the greatest. 2. Wall signs shall not project above the roof. d) Advertising or pylon signs shall not be permitted. Subd. 11: Regulation of Activities Adjacent to Wetlands. a) The following activity shall be subject to a 50 foot setback from wetlands: The construction or maintenance of a building attached to a foundation, including but not limited to, pole buildings. For purposes of this paragraph, pump houses, moveable storage sheds, recreational docks and storm water or erosion control devices shall not be considered buildings. b) The following activity shall be subject to a 75 foot setback from wetlands: The construction or maintenance of paved driveways or areas designed for the parking of a vehicle or trailer. c) The following activities shall be subject to a 100 foot setback from wetlands: The construction or maintenance of a well used for agricultural irrigation, or any well less than 50 feet in depth. 2. External storage of materials used in conjunction with industrial or commercial processing or manufacturing. 3. The storage of waste or refuse generated by industrial or commercial activities. 4. The construction or maintenance of a septic system. 52.32-10 ORDINANCE 52 -ZONING ORDINANCE Subd. 12: Interim Use Permit for Rental Units. a) Residential units in areas that have been rezoned to commercial from residential shall be allowed an interim use permit as a rental unit for a specific period of time. The maximum density for rental units under the interim use permit shall be limited to the density which is allowed in the R-1, Single Family Residential District. b) The interim use as a rental unit shall be obtained through the procedures set forth in St. Joseph Ordinance 52.07, Subd. 4 -Interim Use Permit. c) In requesting such an interim rental use, the landowner agrees to any conditions that the governing body deems appropriate for permission of the use and agrees that the use will terminate at the designated date for termination of the interim use. d) Public hearings shall be held as set forth in Ordinance 52.07, Subd. 4. 52.32, Subd. 12, added 1/07 52.32-11