The URL can be used to link to this page

2003-12-01 CC Packet■ s ALBERTVILLE CITY COUNCIL AGENDA December 1, 2003 7:00 PM L CALL TO ORDER — ROLL CALL - ADOPT AGENDA 2. MINUTES (a) November 17, 2003, City Council Meeting (Pages 1-4) 3. CITIZEN FORUM — (io Minute Limit) 4. CONSENT AGENDA (a) Approve payment of claims check number 18923 to 18961. (Pages 5-9) (b) Accept Outlets at Albertville Phase III Sewer and Water Main project initiating the warranty period. (c) Approve Corporate Banking Resolution with Premier Bank changing signature cards. (Pages 10-11) (d) Authorize issuance of two Premier Bank Corporate credit cards with City Administrator Kruse and City Clerk Miller as authorized users. (e) Approve reduction in letter of credit for Towne Lakes 3'-d Addition to $5,000. (Pages 12) (f) Approve closing City Hall Offices on Friday, December 26, 2003 (employees must use vacation or comp -time) 5. DEPARTMENT BUSINESS a. Fire Department • None b. Public Works • Public Works/Parks Maintenance Report (Page 13) c. Planning & Zoning , , , 30" 1. Towne Lakes 4th Addition (Pages 14-42) 9 Concept discussion � O [2. Seasonal Concepts (Pages 43-87) k�- 9 Site and Building Plan Review 3. Albertville Dental Addition (Pages 88-108) • Rezone to PUT) s City Council Agenda December 1, 2003 Page 2 of 2 • Preliminary Plat *Conditional Use Permit • Site and Building Plan Review 4. Ordinance 2003-27 (Lighting) (Pages 109-115) TZ& Heidi's Market— Car Wash (Pages 116-124) • Site and Building Plan Review 6. Discuss administrative lot split for Darkenwald property for W-H substation (Pages 125-127) d. Engineering (1) Barthel Industrial Park discussion -- Cost estimates for street improvements (2) Resolution to approve the wetland mitigation plan for Darkenwald property (3) Approve Change Order No. 3, 2003 CSAH Upgrade SAP 86-619-27 adding $12,49599. e. Legal (1) Update on the Albert Villas mailbox question. (2) STMA Ice Arena Funding Options. (3) Update on Community Sign. (7 LA4 ij C-�Ti f. Adminisiration 1. YMCA Study for Funding, $5,000 local contribution. 6. ADJOURNMENT Q �� ALBERTVILLE CITY COUNCIL November 17, 2003 Albertville Cite Hall 7:00 P111 PRESENT: Mayor Don Peterson, Councilmembers LeRoy Berning, Dorothy Rich, Tom Fay, and Ron Klecker. City Engineer Pete Carlson, City Attorney Mike Couri, City Administrator Linda Goeb, new City Administrator Larry Kruse, and City Clerk Bridget Miller Mayor Peterson called the regular meeting of the Albertville City Council to order. The agenda was amended as follows: • Add Item 6d(3) — Update on CSAH traffic light • Add Item 6b(3) - Discussion of STMA Ice Arena • Add Item 4(f) — Approve 2002 Audit Report • Remove Item 4c — Approve Resolution #2003-36 • Add Item 6f(4) — Discussion on City Hall Berning made a motion to approve the agenda as amended. Klecker seconded the motion. All voted aye. Klecker made a motion to approve the minutes of the November 3. 2003, regular meeting as amended. Rich seconded the motion. All voted ave. Mayor Peterson asked if anyone wished to address the Council under Citizen Forum. Tony Underwood. 10252 52"d Street NE, explained to the Council that the developer of the Albert Villas projects replaced his and his neighbor's mailboxes. No restoration of the landscaping completed has been done. The Council directed staff to check into what has happened Fav made a motion to approve the Consent Agenda as follows: • Approve payment of claims (Check # 18866—18910) • Approve Resolution 4200 3-35 (Resolution Closing Certain Funds) • Approve reduction in Letter of Credit for Kollcville Estates 3'd Addition to 8140.000 • Approve reduction in Letter of Crcdit for Outlets of Albertville. Phase 3 to $250.000 • Approve 2002 Audit Rcpo-t Rich seconded the motion. All voted ave. ;`Mayor Peterson opened the public hearing on the assessment of the Northwest Commercial Park, the Albertville Business Park and the additional of turn lanes on CSAH 19. City Attorney Couri explained that the assessments listed for the unplatted properties on the north side of 67`h Street NE were proposed to be dcfen-ed by the 0tv Council in prc:\ ious discussions. Albertville City Council I\linutes November 17, 2003 Page 2 of 4 Randy Stangler, owner of Vision Builders, is opposed to the assessment on one of two of his properties that does not actually abut 671h Street. The parcel is the one on which his business I s located. City Engineer Pete Carlson explained to the Council that during preliminary discussions with Mr. Stangler it was agreed that two sets of services were extended to the abutting property so that in the future the two lots could be subdivided into two buildable commercial lots. Stangler does not want the Council to assess the property that is not abutting the street. Mayor Peterson closed public hearing at 7:33 pin and opened up discussion of the assessments. The Council concurred that the assessment on unplatted properties will be deferred with no interest accrues until the property is connected to city services. Resolution #2003-34 was amended to provide deferral of the assessments on unplatted properties until the property owner requests services. The deferred assessment will not accrue interest during the deferral period. Fay made a motion to adopt RESOLUTION #2003-34 titled RESOLUTION ADOPTING ASSESSMENT FOR INIPROVIIENTS. Klecker seconded the motion. All voted aye The Council agreed to reschedule the meeting with the Fire Department officers to discuss policies on Wednesday, December 10 at 7:30PM. Klecker made a motion to approve the Public Works'Parks Maintenance Report as presented. Rich seconded the motion. All voted aye. Rich made a motion to approve the NVWTF/Water Department Report as presented. Fay seconded the motion. All voted ave. Mayor Peterson reported that the STMA Hockey Board is looking for funding for needed irprovements at the ice arena. The estimated cost of the improvements is S400,000. The Youth Hockey Association is now considering construction of the locker rooms along with the enclosure to provide a second sheet of ice at some point in the future. In order for that to be feasible, additional land must be acquired to the south of the existing arena. The Council discussed how the project could be funded. The City has loancd the arena board S216,666.66 earlier. Although the arena is currently meeting operating expenses, it is not likely that enough revenues %Nill be generated to repay those loans. One possibility discussed Was funding the ice arena through the Park Dedication Fund. City Attornev Coun a& Ised the Council that unless the arena was designated as a park by all entities involved; hark dedication funds could likely not be used for improvements to the existing arena. Since a final plan for improvements is not vet available, the Council tabled further discussion, but did direct the city cnsginecr to contact Don Barthcl about the sale of his property south of the arena. 1 Albertville City Council Minutes November 17, 2003 Page 3 of 4 City Engineer Pete Carlson updated the Council on the NE Wright County Traffic Study. A joint meeting with the Albertville. St. Michael and Otsego City Councils has been scheduled for Tuesday, December 2, 2003, at 7:00 PM at the Otsego City Hall. Carlson reminded the Council that the ultimate decision will be made by the state and federal governments as to what if finally approved. Fay made a motion to accept the petition for Street and utility improvements from Bob Heuring and Finken Water Care Service, and directing the city engineer to prepare a Feasibility Study, contingent upon one or more of the owners front the money for the feasibility study. Klecker seconded the motion. All voted aye. Carlson reported that there has been a delay in the completion of the traffic light at the CSAH 37 ramp. Several reels of 14-2 Loop Lead -In Cable have failed to pass MNDOT's inspection. The cable provider is meeting with MNDOT in an effort to find out specifically %vhy the cable fails to pass inspection. The traffic light will not been up and operational by Nov. 20 as planned City Attorney Couri reviewed the Design Service Contract with S.E.H. for the wastewater plant expansion. The contract is virtually identical with the contract the city approved for the 1998 expansion. The contract price is 5296,900, based on the preliminary estimate of the entire project of 53.7 million. Court reviewed the draft of the lease with Franklin Outdoor Sign Company. Franklin is requesting a 1 5-year lease because the cost of the sign has gone up to 538,0000. The Council expressed concern that by agreeing to allow Franklin to construct the sign in exchange for the lease payments prevents the City from controlling who is allowed to rent space on the sign. The Council wants the spaces rented exclusively to the downtown businesses. The Council asked Franklin to prepare a cost proposal and a maintenance agreement for the sign for the Council to consider at the next meeting. Keith Franklin made a proposal to the Council regarding city-o�N ned land in the Barthel Industrial Park. Franklin would agree to pay for the completion of a cul-de-sac built in accordance with city standards in exchange for the ownership of three lots (Block 10, Lot 3; Block 2, Lots 9 and 10). The Council directed the city engineer to provide costs for completing, the street to Marlowe Avenue and tabled further discussion until the next meeting. The Council considered the request for alloNv ing the current administrator to use her unused sick leave as prepayment of her health and dental insurance plans. Klecker made a motion to pay for the administrator's health and dental insurance for six months in lieu of payment for 20 days of consulting sei_Vices after January 1, 2004. Rich seconded the motion. .All voted ave. Albertville City Council Minutes November 17, 2003 Page 4 of 4 Peterson made a motion to adopt RESOLUTION #2003-37 titled A RESOLUTION CERTIFYING UNCOLLECTED UTILITY BILLS TO NVRIGHT COUNTY FOR COLLECTION WITH REAL ESTATE TAXES. Rich seconded the motion. All voted aye. The Council directed Pete to begin looking into a plan for future expansion of City Hall, including a meeting room that could be used by local civic organizations. Fay made a motion to adjourn at 10:20 PM. Peterson seconded the motion. All voted aye. Don Peterson, Mayor Linda Goeb, City Administrator Nbcritville Smolt :. riving. Big' Lira. CITY OF ALBERTVILLE *Check Detail Register© December 2003 Check Amt Invoice Comment 10100 Premier Bank Paid Chk# 018923 12/1/2003 AFLAC G 101-21710 Other Deducations $54 60 744601 AFLAC Insurance Prern G 101-21710 Other Deducations $5460 744601 AFLAC Insurance Prem Total AFLAC $109.20 Paid Chk# 018924 12111/2003 ALBERTVILLE PREMIUM OUTLETS G 101-10150 Petty Cash $200 00 2003-GC Total ALBERTVILLE PREMIUM OUTLETS $200 00 Paid Chk# 018925 12/12003 AUDIO COMMUNICATIONS E 101-43100-404 Repair/Maint - Machinery/Equip $14.93 64722 E 101-45100-404 Repair/Maint - Machinery/Equip $14 93 64722 Total AUDIO COMMUNICATIONS $29 86 Paid Chk# 018926 12!1i2003 COURI & MACARTHUR E 101-41600-304 Legal Fees E 101-41600-304 Legal Fees E 456-49000-304 Legal Fees E 456-49000-304 Legal Fees E 456-49000-304 Legal Fees E 101-41600-304 Legal Fees E 453-49000-304 Legal Fees E 101-41600-304 Legai Fees E 101-41600-304 Legal Fees E 101-41600-304 Legal Fees E 450-49000-304 Legal Fees E 101-41600-304 Legal Fees E 450-49000-304 Legal Fees E 463-49000-304 Legal Fees E 101-41600-304 Legal Fees E 448-49000-304 Legal Fees E 101-41600-304 Legal Fees E 101-41600-304 Legal Fees Total COURI & MACARTHUR $137.50 11 /24/03 $55 00 11,124,,03 $440, 00 11 /24/03 $137 50 11!24103 $27.50 11/24/03 $27.50 11 /2403 $1.045 00 11,24/03 $140.90 11 i24103 $165-00 11/24/03 $247.50 11 /24!03 $192-50 11 /2403 $137.50 11!24,,03 $27.50 11 /24'03 $220.00 11 /24,03 5247.50 11/24/03 $385 00 11/24,03 $5,25250 11/24/03 $27 50 11,124/03 $8,913 40 Retirement Certificate-LGoeb Repair phones repair phones Karsten Cove 50th Street Trail TL Comi�nercial TL 3rd Towne Lakes Spectator's Koilville 3rd Lift Stations Prairie Run Karsten Cove AV 6th Barthel Industrial Drive AV 4th NW Commercial Wright -Hennepin Electric CSAH 19 October ,Attorney fees Christiansen CUP Paid Chk# 018927 12!1/2003 DAVIES WATER EQUIPMENT CO. E 601-49450-406 R/P.1 - Collection System $291 03 3201.1 repair/maintenance E 602-49400-250 Meters for Resale $4,702 13 32075'9 Meters for Re -sale Total DAVIES WATER EQUIPMENT CO. $4 993 16 Paid Chk=i 018928 12`1/2003 DELTA DENTAL E 101-41300-131 Employer Paid Health $54 50 12012003 E 101--15100-130 Employer Paid Ins (GENERAL) $81 75 12012003 E 101-43100-130 Employer Paid Ins (GENERAL) $8'1.-15 /20/2003 E 101-42a00-130 Employer Paid Ins (GENERAL) 5=10" M0 12012003 E 101-11400-131 Employer Paid Health 11 (G 00 12012003 E 601-49450-130 Employer Paid Ins (GENERAL) $54 50 1201200�' E 602-49400-130 Employer Paid ins (GENERAL) S5-1 12012003 Total DELTA DENTAL $545 00 Paid Chkil 0189'9 12, 1'2003 DON'S AUTO & REPAIR E 1C43100-404 Rr p i T,%iint - fvlach.nery:'Equ!p $11 1 03 624261 Total DON'S AUTO & REPAIR S,111 03 Dental Ins - Admin Denial Ins - Pa!ks'Pa,kS Dental Ins - PVi PA Dental Ins - Bldu hispec Dental Ins Office Dental Ins - Vd1N1-F Dental Ins - rAValer 1y?87 Ford Cab F350 11 26,0 3 8 22 m%%i Page 1 Paid Chk# 01'8930 12 1'200`I ESS BROTHERS & SONS, INC. E 1C1: 100' Re r `-1ainl - CAI f B.a,in - 1 00 FF?_ Total ESS BROTHERS & SONS. INC. CITY OF ALBERTVILLE 11.'26,'03 8:22 Ar,1 lb£rtviji£ Paget S-11 U'mq.Bi *Check Detail Register© 9 December 2003 Check Amt Invoice Comment Paid Chk# 018931 12i1f2003 EULL, JOEL R. E 101-43100-410 Rentals (GENERAL) $1,000.00 2003-11 monthly rent Total EULL, JOELR. $1,00000 Paid Chk# 018932 1211,12003 FEDERATED CO-OPS, INC. E 101-45100-530 Improvements Other Than Bldgs $289 68 F11364 choice rnix E 101-45100-530 Improvements Other Than Bldgs $72 42 F11366 choice mix Total FEDERATED CO-OPS, INC. $362 10 Paid Chk# 018933 12/1/2003 GARAGE DOOR STORE E 101-42000-405 Repair,'Maint - Buildings $128 98 1767 Repair door Total GARAGE DOOR STORE $12898 Paid Chk# 018934 12!11?2003 GOPHER STATE ONE -CALL E 602-49400-209 Locates $207 70 3100117 Locates - VVater Dept Total GOPHER STATE ONE -CALL $207 70 Paid Chk# 018935 12!112003 H & L MESABI PRODUCTS E 101-43100-404 Repair/Maint - Rgachinery7Equip $21.09 H59833 plow bolt w nui E 101-43100-404 Repair/Maint - Machinery/Equip $528.68 H59834 snow plo 4 blade & misc Total H & L MESABI PRODUCTS $549.77 Paid Chk# 018936 1211/2003 HENRY & ASSOCIATES E 602-49400-250 rvleters for Resale $2A63 88 7983 Meters for Re -sale Total HENRY & ASSOCIATES $2.463 88 Pad Chk# 018937 1211i2003 JOHN DEERE COMPANY E 101-4;;100-404 RepaiiJ,namt - Machinery/Equip $89.95 03960011 PVC - repair parts Total JOHN DEERE COMPANY $89 95 Paid Chk# 018938 121r2003 KUECHLE UNDERGROUND, INC. E 426-49000-310 Other Professional Services $1.885 17 22014 2002 Frontage Completion work Total KUECHLE UNDERGROUND, INC. $1.885 17 Paid Chk# 018939 121%2003 LARSON PUBLICATIONS E 101-41100-351 Legal Notices Publishing $181 24 01518021-22-3 Legal Notices Total LARSON PUBLICATIONS $181 24 Pad Clik# 018940 1112003 MENARDS E 101-15100-437 Misc. Donations 2,54022 13381 Parks supplies Total MENARDS $540 22 Paid Chk# 018941 12'1 2003 MIDWEST ANALYTICAL SERVICES E 601-49450-218 Testing Expenses $134 00 318197 Teslrng Expense (C15OD-5) E 601-49450-218 Testing Expenses $134 00 318198 Techng Expense tCBOD-5j Total MIDWEST ANALYTICAL SERVICES $268 00 Pa,d Cnk.". 0189_12 12 1 20C3 MILLER, BRIDGET E 101-41400-200 Office Supplies (GENERAL) $45 82 11242003 r�1;sc Office Supplies Total MILLER, BRIDGET $45 82 Pa;' Chk# 018943 121;2003 MINNESOTA COPY SYSTEMS E 101 a ;100 413 Office Equipment Rental $45-99 E 1C' 1<1l):;-413 Office Equipmcnl Re.,la - �! 54 r .:4t1., C epi. r1�„ue,_3;,cenC Total MINNESOTA COPY SYSTEMS S.500 6t, eme:u Pais; Cl;kt' 018944 1- 1-'200' MONTICELLO ANIMAL CONTROL E 1 1 0r.;tOcd qA Imu' Car tlo': Crw;rar' ?2 rii-i - i45L, �,rL;il COnl. 0 c�.'1Ce f NbErtvillic Smolt'-. living_ Big.: bite. CITY OF ALBERTVILLE *Check Detail Register© December 2003 Check Amt Invoice Comment Total MONTICELLO ANIMAL CONTROL $232 00 Paid Chk# 018945 121V2003 MUNICIPAL EMERGENCY SERVICES E 101-42000-587 CO - Tools $1,682 29 165812 Saw - Fire Rescue Total MUNICIPAL EMERGENCY SERVICES $1.682 29 Paid Chk# 018946 12,11/2003 NCPERS GROUP LIFE INSURANCE G 101-21710 Other Deducations $16.00 122003 NCPERS Insurance Prem Total NCPERS GROUP LIFE INSURANCE $ 16 00 Paid Chk# 018947 12/112003 NEWMAN TRAFFIC SIGNS E 101-43100-226 Sign Repair Materials $174 99 TI-0115174 signage materials Total NEWMAN TRAFFIC SIGNS $174 gg Paid Chk# 018943 121112003 NEXTEL COMMUNICATIONS E 101-45100-323 Nextel Radio Units E 101-45100-323 Nextel Radio Units E 101-43100-323 Nextel Radio U•r;its E 602-49400-323 Nextel Radio Units E 101-42400-321 Telephone E 101-43100-323 Nextel Radio. Units E 101-41400-323 Nextel Radio Units E 101-42000-321 Telephone E 101-41400-323 Nextel Radio Units E 101-41400-323 Nextel Radio Units E 101-41400-323 Nextel Radio Units E 601-49450-323 Nextel Radio Units E 101-42490-321 Telephone Total NEXTEL COMMUNICATIONS $44.15 718183318-02 Two-way Cell - Parks Dept S22.07 718183318-02 Two-way Cell_ Parks Dept $22 08 718183318-02 Two-way Cell - PW Dept $44.15 718,183318-02 Two-way Cell - Water Dept $44.15 718183318-02 Two-way Cell - Bldg Dept $44.15 718183318-02 Two-way Cell - PW Dept $44 15 718183318-02 Two-way Cell-Eng Inspec $44.15 718183318-02 Two-way Cell -Fire Dept $44.15 718183318-02 Two-way Cell -Office Staff $44 15 718183318-02 Two-way Cell -Office Staff $44 15 718183318-02 T,vo-way Celi-Office Staff $44 80 718183318-02 Two-way Cell - Sewage Plant $44 15 718 183318-02 Two-way Cell - Bldo Dept $530 45 Paid Chk# 018949 12/1/2003 NORTHERN SAFETY CO., INC E 101-43100-215 Shop Supplies $94 55 P07783510101 genei a! shop suppl'es Total NORTHERN SAFETY CO., INC. S94 55 Paid Chk# 018950 12.'V2003 OFFICE MAX E 101-42400-200 Office Supplies (GENERAL) $416 04 12092003 4 drawer lateral file (plus) E 101-41400-200 OYlce Supplies (GENERAL) 0570 55 12092003 Inisc office supplies Total OFFICE MAX $988 J9 Paid Chk# 018951 12/112003 PINNACLE PRINTING, INC- E 101-41400-200 Office Supplies (GENERAL) S207-68 2530 #10 envelopes Total PINNACLE PRINTING, INC. $L07 68 Paid Clik# 018952 12,`i:2003 PITNEY BOWES E 1;11-11400-113 0`fice Equipment Rental $20400 0787150-NV03 Postage rlachine Rental Total PITNEY BOWES 5204 00 Paid Chk:r 018953 12,'1; 003 PRECEDENCE HOMES G V51- _2800 l air; s:apinc Ffcrow S3 0D__ 00 42 i600 Total PRECEDENCE HOMES C3 000 00 Ctik# 01: 95<14 1_ 1 zru RODEN. KEVIN E 101-420D0-4.:,7 r:11sc. Donations Total RODEN, KEVIN S19L8` P02258 S191.85 10420 - 52nd Street NE Fire: Burn D<uF:cr��ald Donations 11,26/03 8 22 AM Page 3 Chk.# 01895� 1 < 1 200 5 S E. H. E 4 ti �a00L " u3 En , r eerwg Fees E 1 C'O - P'_ r[ r,.il l lsil Ec�rn�Fu _ J07 7 1)61 62 r. ,ri; 414; 47 ?..i: P,Ahlic.':�._rk�, Facili'y ciluc' rr i S(no P! j;l ar+ f `{ CITY OF ALBERTVILLE I1;26'03 8-22 Ann "Check Detail Register© Page Smolt I living. Big life. December 2003 Check Amt Invoice Comment E 101-45100-589 C O - ParkiTrail Construction $3.735.67 0107537 Albert Pnmary School Ballfiel E 101-41700-303 Engineering Fees $1.026 44 0107538 General Engineering E 101-49300-660 Capital Projects Reserve $6.876 05 0107539 Flood Analysis E 453-49000-303 Engineering Fees $9,120 84 0107540 Kollville Estates 3rd E 467-49000-303 Engineering Fees $259 95 0107541 1-94rCR37 Traffic light E 456-49000-303 Engineering Fees $14,479 67 0107542 TL 3rd Add. E 456-49000-303 Engineering Fees $124 28 0107543 TL 2nd Add E 448-49000-303 Engineering Fees $12,578 09 0107544 CSAH 19 updgrade E 469-49000-303 Engineering Fees $1,97075 0107545 NE Wright Ciy Transp. Study E 450-49000-303 Engineering Fees $.1,491 21 0107546 AV 6th R 101-32210 Building Permits $1 050.00 0107547 Lot Surveys E 450-49000-303 Engineering Fees S2,068 84 0107548 AV 4th add E 450-49000-303 Engineering Fees $572 40 0107549 AV 3rd E 450-49000-303 Engineering Fees $1,288.32 0107550 AV 2nd E 456-49000-303 Engineering Fees $621.40 0107551 TL Development Total S. E. H. $90,676.81 Paid Chk# 018956 12/1i2003 T & S TRUCKING E 101-43100-227 Street Sweeping S434.00 116 Total T & S TRUCKING $434 00 Paid Chk; 018957 12/ 1r2003 TOSHIBA AMERICA INFO SYS INC E 101-41400-413 Office Equipment Rental $521.32 37550300 Total TOSHIBA AMERICA INFO SYS INC $ 521.32 Paid Cl*;, 018958 12i1r2003 UNLIMITED ELECTRIC E 602-49400-404 Repair'Maint - Machinery/Equip Total UNLIMITED ELECTRIC Paid ChkN 018959 1211.2003 USA BLUE BOOK E 602-49400-2 10 Operating Supplies (GENERAL) Total USA BLUE BOOK Paid ChkP 018960 12/112003 VERIZON E 101-42000-321 Telephone Total VERIZON $549 67 6071 $549-67 $34 82 738919 S?4 82 Nov 12 - 7 hrs Sweeping Copier Maintenance Agreement Repair - 20 1 Pole Switch 27 General Operating Supplies $14.52 3515717416 Phone -Fire Dept line $14 52 Paid Chk,7 018961 12'1/2003 WRIGHT-HENNEPIN COOPERATIVE E 101-43160 381 Electric Utilities $25255 December 200 Street Llght;nc - Tov✓ne Lakes Total WRIGHT-HENNEPIN COOPERATIVE S25255 10100 Premier Bank S 12 3 060 25 ,4\1bcrtvfl1c Smolt living. Big Life. CITY OF ALBERTVILLE *Check Detail Register© December 2003 Check Amt Invoice Comment Fund Summary 10100 Premier Bank 101 GENERAL FUND $39,960 87 426 FRONTAGE RD SEWER $1,885,17 443 KARSTON COVE $3,440 47 448 CSAH 19 I1:1PROVEMENT $12 963 09 450 ALBERT VILLAS $5,640 77 453 KOLLEVILLE ESTATES $10.165.84 456 TOINNE LAKES $15,830.35 463 NW CON11MERCIAL PARK $220 00 466 PUBLIC WORKS FACILITY $22.007 81 467 I-94 / CR37 TRAFFIC LIGHT $259.95 469 WRIGHT CTY TRANSPORTATION $1,970 75 601 SEWER FUND $658 33 602 WATER FUND $8.056 85 $123,060.25 11 /26103 8 22 All Page 5 CORPORATE BANKING RESOLUTION (for Deposit Accounts) Depositor: CITY OF ALBERTVILLE (CHANGE SIGNERS Financial PREMIER BANK MINNESOTA 11/24/03) Institution: ALBERTVILLE 5975 MAIN AVE NE PO BOX 9 11055 61st Street Northeast ALBERTVILLE, MN 55301-0009 PO BOX 220 Account No: 360100077 Albertville, MN 55301 1, the undersigned Secretary of the Corporation named above, HEREBY CERTIFY that the Corporation is organized and existing under and by virtue of the laws of the state of Minnesota as a non-profit corporation, with its principal office at 5975 MAIN AVE NE PO BOX 9, ALBERTVILLE, MN 55301-0009. Account Holder. CITY OF ALBERTVILLE (CHANGE SIGNERS 11124/03) is the complete avid correct name of the Account Holder FURTHER CERTIFY that at a meeting of the Board of Directors of the Corporation, duly and regularly called and held on August 12, 2002, at which a quorum was present and voting, the following resolutions were adopted' RESOLVED, that the Financial Institution named above at any one or more of its offices or branches, be and it hereby is designated as a depository for the funds of this Corporation, which may be withdrawn on checks, drats, advices of debit, notes or other orders for the payment of monies bearing the following appropriate number of signatures: Any one (1) of the following named officers or employees of this Corporation ("Agents"), whose actual signatures are shown below X LEROY BERNING, ACTING MAYOR of CITY OF AL ER LE X ! C� �'z'„ iro-N LA Y KRUS of CITY OF ALBERTVILLE r' X DONALD PETERSON, MAYOR of CITY OF ALBERTVILLE X BFtIDGET MILLER, CITY SLERK of CITY OF ALBERTVILLE and that the Financial Institution shall be and is authorized to honor and pay the same whether or not they are payable to hearer or to the individual order of any Agent or Agents signing the same. FURTHER RESOLVED, that the Financial Institution is hereby directed to accept and pay without further inquiry any item drawn against any of the Corporation's accounts with the Financial Institution bearing the signature or signatures of Agents, as authorized above or Ctherwise, even though drawn or endorsed to the order of any Agent signing or tendered by such Agent for cashing or in payment of line individual obligation of such Agent or for deposit to the Agent's personal account, and the Financial Institution shall not be required or be under any obligation to inquire as to the circumstances of the issue or use of any item signed in accordance with the resolutions contained herein, or the application or disposition of such Item or the proceeds of the item. FURTHER RESOLVED, that any one of such Agents is authorized to endorse all checks, drafts, notes and other items payable to or owned by this Corporation for deposit with the Financial Institution, or for collection or discount by the Financial Institution, and to accept drafts and other items payable at the Financial Institution. FURTHER RESOLVED, that the above named agents are authorized and empowered to execute such other agreements, including but not limited to, special depository agreements and arrangements regarding the manner, conditions, or purposes for which funds, checks, or items of the Corporation may be deposited, collected, or withdrawn and to perform such other acts as they deem reasonably necessary to carry cut the provisions of these resolutions. The other agreements and other acts may not be contrary to the provisions contained in this Resolution. FURTHER RESOLVED, that the authority hereby conferred upon the above named Agents shall be and remain in full force and effect unlit vdntlen notice of any amendment or revocation thereof shall have been delivered to and received by the Financial Institution at each location where an ac^: punt is maintained Financial Institution shall be indemnified and held harmless from any loss suffered or any liability incurred by it in continuing to act in accordance with this resolution. Any such notice shall not affect any items in process at the time notice is given. I FURTHER CERTIFY that the persons named above occupy the positions set forth opposite their respective names avid signatures, that the forecovg Resolutions now stand of record on the books of the Corporation: that they are in full force aria effect and have not been modified in any manner whatsoever. Bank Copy CORPORATE BANKING RESOLUTION (for Deposit Accounts) ,Depositor: CITY OF ALBERTVILLE (CHANGE SIGNERS Financial PREMIER BANK MINNESOTA 11/24/03) Institution: ALBERTVILLE 5975 MAIN AVE NE PO BOX 9 11055 61st Street Northeast ALBERTVILLE, MN 55301-0009 PO BOX 220 Account No: 360900006 Albertville, MN 55301 1, the undersigned Secretary of the Corporation named above, HEREBY CERTIFY that the Corporation is organized and existing under and by virtue of the laws of the state of Minnesota as a non-profit corporation, with its principal office at 5975 MAIN AVE NE PO BOX 9, ALBERTVILLE, MN 55301-0009. Account Holder. CITY OF ALBERTVILLE (CHANGE SIGNERS 11/24/03) is the complete and correct name of the Account Holder. I FURTHER CERTIFY that at a meeting of the Board of Directors of the Corporation, duly and regularly called and held on August 12, 2002, at which a quorum was present and voting, the following resolutions were adopted: RESOLVED, that the Financial Institution named above at any one or more of its offices or branches, be and it hereby is designated as a depository for the funds of this Corporation, which may be withdrawn on checks, drafts, advices of debit, notes or other orders for the payment of monies bearing the following appropriate number of signatures: Any one (1) of the following named officers or employees of this Corporation ("Agents"), whose actual signatures are shown below: X LEROY BERNING, ACTING MAYOR of CITY OF ALBE ,VILLKADMI RY K CITY OF ALBERTVILLE X DONALD PYTERSON, MAYOR of CITY OF ALBERTVILLE X BRIDGET MILLER, CITY CLERK of CITY OF ALBERTVILLE and that the Financial Institution shall be and is authorized to honor and pay the same whether or not they are payable to bearer or to the individual order of any Agent or Agents signing the same. FURTHER RESOLVED, that the Financial Institution is hereby directed to accept and pay without further inquiry anv item drawn against any of the Corporation's accounts with the Financial Institution bearing the signature or signatures of Agents, as authorized above or otherwise, even though drawn or endorsed to the order of any Agent signing or tendered by such Agent for cashing or in payment of the individual obligation of such Agent or for deposit to the Agent's personal account, and the Financial Institution shall not be required or be under any obligation to inquire as to the circumstances of the issue or use of any item signed in accordance with the resolutions contained herein, or the application or disposition of such item or the proceeds of the item FURTHER RESOLVED, that any one of such Agents is authorized to endorse all checks, drafts, notes and other items payable to or owned by this Corporation for deposit with the Financial Institution, or for collection or discount by the Financial Institution; and to accept drafts and other items payable at the Financial Institution. FURTHER RESOLVED, that the above named agents are authorized and empowered to execute such other agreements, including, but not limited to, special depository agreements and arrangements regarding the manner, conditions, or purposes for which funds, checks, or items of the Corporation may be deposited, collected, or withdrawn and to perform such other acts as they deem reasonably necessary to carry out the provisions of these resolutions. The other agreements and other acts may not be contrary to the provisions contained in this Resolution. FURTHER RESOLVED, that the authority hereby conferred upon the above named Agents shall be and remain in full force and effect until written notice of any amendment or revocation thereof shall have been delivered to and received by the Financial Ins',ItUtion at each location where an account is maintained_ Financial Institution shall be indemnified and held harmless from any loss suffered or any liability incurred by it in continuing to act in accordance with this resolution Any such notice shall not affect any items in process at the time notice is given. I FURTHER CERTIFY that the persons named above occupy the positions set forth opposite their respective names and signatures, that the foregoing Resolutions now stand of record on the books of the Corporation, that they are in full force and effect and have not been modified in any manner whatsoever. Bank Copy AMW MEMORANDUM 1200 251h Avenua SoOi, P o Box 1717, St. Cl�jd, NIN 56302-1 7 17 320.229 4300 600.5-1 c 0617 320.229.4301 PAX TO: Larry Kruse Albertville City Administrator FROM Peter J. Carlson, PE Albertville City Engineer DATE: November 26, 2003 RE: Letter of Credit Reduction Grading Permit — Towne Lakes 3rd Addition Albertville, Minnesota SEI{ No. A-ALBEV0310.00 14 I have revie,,ved the grading .vork completed to date and have found the wort to be completed in - accordance with the approved Flans. Therefore I recomrnend the letter of c; Ait, for the grading work only, be reduced to no less ti--an $5,000. _ Please call me if you have any questions c: Mike Couri, City Attorney Dave Hempel, CPDC Fran Hagen, N'Jest,vood Professional Services ivutill.4r.iv Jcc �h;al Ddct He, d-icxeoninc gut T e. ':Es:� c= c::ia' 1, ;,czr'.'."1F4;'I' CITY of ALBERTVILLE MEMORANDUM TO: Mayor and City Council FROM: Tim Guimont, Public Works Supervisor DATE: December 1, 2003 SUBJECT: Public Works/Parks Maintenance Report D-1,1;- 117 1— We hired Merlin Brandt to help with snowplowing this season. He has worked for the city in the past. We've been out plowing and sanding a few times already. We've been having some troubles with the 1979 plow trucks. We also placed 2 fire department warning signs on 57l' Street. Parks Maintenance We would like to have rink attendants at the ice rink again this year. FYCC takes care of hiring and the scheduling. The city pays $8.00 per hour. We usually have the rink up and running by Christmas vacation. We dormant seeded the baseball field and some surrounding areas in the city park as well. P)ital O hridgcll %1� 1)0,:umciita`, I'uhlic %\ ohs Rcpor(s:20103 Rcpori,d,�l'-1'R [Zcport I -()1-03 d0L NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanr,ing.corn PLANNING REPORT TO: Linda Goeb, City Administrator FROM: Alan Brixius DATE: November 26, 2003 RE: Albertville, Continue Towne Lakes 4th Addition Final PUD/Final Plat FILE NO.: 163.06 — 03.27 BACKGROUND The purpose of this item is to continue consideration of the final plan PUD and final plat for Towne Lakes 41h Addition submitted by Contractor Property Developers Company (CPDC). The City Council continued review from the November 3, 2003 meeting to allow the applicant the opportunity to revise and resubmit townhome plans. Towne Lakes 4"Addition consists of town home units to be located between West Laketowne Drive and Langford Drive south of Laketowne Drive. The Towne Lakes PUD and preliminary plat were approved in March 2003. This review is based upon the PUD approval, approved preliminary plat, and the Albertville Zoning and Subdivision ordinance regulations. Attached for reference: Exhibit A — Site Location Map Exhibit B —Approved Preliminary Plat Exhibit C —Approved PUD Plan Map Exhibit D — Proposed Final Plat Exhibit E — Proposed PUD Site Plan Exhibit F — Final Landscape Plan Exhibit G — Foundation Planting Plan Exhibit H - Approved Kingman Urban Row House Plans (2 Sheets) Exhibit I — Proposed Urban Villa Town Home Plans (Options A & B, 4 Sheets) Exhibit J — Towne Lakes 4" Addition Narrative (November 18. 2003) Exhibit K — Towne Lakes 4`h Addition Product Comparison (November 18, 2003) Exhibit L — Letter from David Hemple (CPDC dated November 18, 2003) Exhibit M — Vacation and Boundary Adjustment Map ISSUES ANALYSIS Consistency with PUD Approval The PUD and preliminary plat approval for this portion of the Towne Lakes development included specific plans for the townhome units as designed by Kingman Building Company. The conditions of PUD approval include, without limitation, the following. - All town homes shall be owner occupied. Deed restrictions and the recorded PUD agreement shall prohibit rental units. 2. Each town home unit must have a separate utility connection to allow separate turn off and sewer connections through landscaped yards to the town homes. 3. Parking stalls must be provided for town homes in the southwestern portion of the plan. 4. Urban row town homes shall be of a design consistent with the Kingman plans. Building Plans. The applicant has indicated- that they are not able to construct the Kingman units and have requested the City Council to consider alternative building plans for the townhomes. In the event that the City Council finds the revised townhome and site plans acceptable, additional PUD flexibility will need to be granted to accommodate the proposal. The specific flexibility requests will be outlined later in this report. In general, the proposed units differ from the Kingman units in the following ways: The units proposed are two-story, slab on grade units as opposed to three-story units. The building pads for the proposed units are longer than the Kingman model. The balcony over the garages in the Kingman model have been replaced with ground level patios (about 8 x 10 feet) which are located outside of the rear door and adjacent to the garage. The units proposed contain uniform floor area consisting of 1,487 square feet as opposed to the Kingman models that provided a variety of unit sizes ranging from 1,405 to 1,780 square feet. The front entry of the Kingman models included a covered front entry with stairs to the front door. The proposed units are ground level units which also contain a covered front entry. The architectural detail of the Kingman model was distinctive containing varied window sizes, rooflines, planter boxes, decorative moldings, deep roof overhangs and planter boxes. The proposed units are more uniform and contain similar exterior materials as the Kingman model (combination cf shakes, lap siding and stone accents) but less architectural details. The front facade of the Kingman urban row houses was undulating and included varied materials (combination of shakes, brick, lap siding and wood trim with decorative accents including window boxes). Each unit had a separate elevated entrance. The rear facade of the Kingman urban row houses was undulating and included varied materials. Each unit had a two car tuck under garage and a balcony. 2 Two townhome plan options (Option A and Option B) have been submitted for consideration by the City Council. Both options are for two-story units versus the Kingman three-story units. To accommodate the new townhome design, the building pads for the units were elongated and as a result, some additional setback, garage size and building separation flexibility is requested. Both options A and B indicate a front fagade that contains a four -foot deep, front entry for each unit with roof canopy and columns. The end units have wrap -around porches. The front of the building is further enhanced with a front offset (for the exterior units with peaked rooflines) which project about one foot from the main front building facade). The rear of the units contain garages that project about 10 feet from the rear fagade, dormers on the end units and a canopy over each rear door. Each unit has a rear patio measuring approximately 8' x 10' feet. The proposed exterior materials for Option A consist of a mix of vinyl lap siding and stone accents along the bottom two feet of the front, sides and end units to the rear entry. Option B includes vinyl lap siding, stone accents and also shakes for all of the peak areas of the building including the two rear dormers. The stone accents are proposed to end at the bottom sill line of the first floor windows. Exterior lighting is also proposed at each rear entry and on both sides of the garage doors. Parking/Garage. The Kingman urban row houses included a 20.0 x 21'-4" (426 square foot), two -car tuck under garage proposed for each townhome unit. The revised plans presented with the final plat indicate that two -car garages are proposed measuring (18 x 21 feet = 378 square feet). The applicant was advised that the garage size of the proposed units must be consistent with the size of the Kingman model. The proposed townhomes have a garage size that is 48 square feet (11 %) smaller than the approved Kingman model. The reduction of garage size is partially due to the fact that the Kingman model contained a stairway from the garage to the first floor, the area of which approximates 27 square feet. The City granted PUD flexibility for garage size for the Kingman model allowing a reduction in area from the required 480 square foot garage size to the 426 square foot model. The proposed plans would require the Council to grant a further flexibility allowing a 378 square foot as opposed to 426 square foot garage size approved with the Kingman model. The PUD approval indicates that additional off -site parking stalls are, to be provided for the townhome units. The approved PUD plan indicated a total of 18 off -site parking spaces (7 of which were proposed within the central median of the private alley within Block 2). The proposed PUD plan has increased the width of the private alley from 20 to 24 feet, which caused the off -site parking spaces to be redistributed throughout Blocks 1 and 2 and increased the number of off -site parking spaces from 18 to 19. Garage Access. The preliminary plat indicates that the townhome units will be served by private drives, permitting the front of the townhome units to face the public street areas. The proposed townhome design is consistent with the preliminary plat. the agrer res�ectivP ement will need to seecifV that unit owner's have access rights to thei lots via t e 'private within Blocks 1 and 2. 3 Site Plan. The applicant requests that the City Council consider the grant of additional PUD flexibility to accommodate the proposed townhome units. The design change will result in decreasing the number of units within this phase of the PUD from 52 to 45 units, increasing off -site parking from 18 to 19 units and increasing the width of the private alleys from 20 to 24 feet. The following table indicates the PUD standards that were originally approved for the site and provides a comparison with the proposed site plan. Description Total Number of Units C Private Alley Width Approved PUD 52 units 20 feet Proposed Plan j 45 units 24 feet Off -Street Parkin Private Alley) 18 spaces 19 spaces Building Setback from Public Street j 15 feet 1 _ 11 feet / 15 feet Minimum Building Separation 25 feet 17 to 20 feet 2 Building Setback to Private Alley 25 feet Range 15 to 24 feet Garage Size '_Unit Floor Area 1 426 sq. ft. 1,405 to 1,780 sq ft 378 sq. ft. (18 x 21') 1 487 sq ft. I iUIIL JCliJOUN IIICdJUIeU w-ease or front entry, columns (main building setback is 15 feet for units 1-4 and 28-31, Block 2) 2 Units 27 and 28, Block 2; and units 22 and 23, Block 2 are 17 feet apart (measured from porch to porch; Units 4 and 5, Block 1, and Units 10 and 11, Block 1 are 20 feet apart (measured from porch to porch. The wall-to-wall separation between the main parts of the building is 25 feet. 3 Unit 18 has a setback of 15 feet from the north corner of the garage to the private alley. 1 unit meets the 25-foot setback. 9 units have a 22-foot setback and 38 units have a 24-foot setback from the garage face to the private alleys. Landscape Plans. The proposed site and foundation landscaping plans provide generous and varied plant and tree materials that will result in an attractive development. Plant and tree sizes are in many cases in excess of size standards of the Zoning Ordinance. The developer (CPDC) will be responsible for installation of boulevard plantings and the applicant will be responsible for landscaping internal to the project site. The site will contain underground irrigation however, a specific irrigation plan has not yet been submitted. Final Plat Consistency with Preliminary Plat The design of the final plat is generally consistent with that of the approved preliminary plat for the same area. The preliminary plat indicates common lots for the town homes while the final plat number indicates individual unit lots. There will be 45 total town home units (14 units of Block 1 and 31 units on Block 2). The proposed number of units has been reduced by 7 units from the 52 units originally proposed. Boundary Adjustment and Vacation. To implement the plans as proposed, a boundary adjustment is proposed to increase the size of Block 1 (former Outlot B, Towne Lakes 31d Addition) by adding 12.16 feet to the southerly boundary of the block. The adjustment results in reducing the area of Outlot A, Towne Lakes 3,d Addition by about 3,040 square feet and is necessary to accommodate the longer units and El increased private alley widths proposed for this phase of the PUD. Outlot A is owned by CPDC and is intended to provide future private open space for the homeowners within the PUD. In addition to the boundary adjustment, drainage and utility easements platted in the underlying Outlots B and C, Towne Lakes 3`d Addition are proposed to be vacated. The vacation sites approximate the location of the proposed private alleys within the 4th Addition final plat (see Exhibit M for reference). The underlying easements need to be vacated because some of the proposed townhome units encroach within the previously platted drainage and utility easements. New drainage and utility easements will be platted outside of the unit lots for the townhomes as part of the Towne Lakes 4tn Addition plat. The applicant did not file a vacation petition with the final plat and as such, it will be necessary for the City Council to continue the PUD and final plat reviews until such a time as the applicant files an application for vacation and the appropriate public hearing is held to consider vacation of the drainage and utility easements. The applicant will also need to provide the City with the legal descriptions of the vacation sites so that public hearing notices can be published and posted. Parks and Trails. Park land dedication for the subdivision should be consistent with previous agreements. Grading, Drainage and Utilities. Issues related to grading, drainage and utilities should be subject to comment and recommendation by the City Engineer. Lot 15, Block 1 and Lot 32, Block 2 are completely encumbered by a drainage and utility easement. As such, it will be necessary for all private improvements including porches, patios and the like, to be included within the unit lot as opposed to the common area. The plans indicate that drainage and utility easements which were platted as part of Towne Lakes 3`d Addition need to be vacated in order to approve the plat as proposed. In order to accommodate front yard setbacks of 15 feet and maximize driveway lengths, Block 1 was shifted easterly 10 feet into Outlot A, Town Lakes 3`d Addition. The vacation matter will need to decided via public hearing before the City Council can take action to approve the final plat. Development Agreement. As part of final plat approval, the applicant will be required to enter into a development agreement with the City. RECOMMENDATION The City Council will need to determine if the proposed townhome unit design and PUD flexibility is consistent with the intent of the approved PUD. In the event that the City Council determines that the proposed townhome design and flexibility is acceptable, the hearings should be continued to the second Council meeting in January to allow the applicant to submit revised plans, vacation application, legal descriptions of the vacation site, and to allow staff to prepare a development agreement. It is the recommendation of Staff that the vacation public hearing, final plan PUD, final plat, and consideration of the 5 development agreement should all occur at one time. In the event that the City Council finds the proposal to be acceptable the following conditions of approval are suggested in addition to any changes identified by the City Council: Planned Unit Development: 1. The townhome unit plan identified as Option B is approved (exterior materials consisting of a mix of vinyl lap siding, shakesLeet stone4acents). �,Y��i2. The garage size of the units is increased toth th -feet. 3. The maximum number of units approved for Towne Lakes 41h Addition is 45. 4./ \T 5. 19 off -site parking spaces are provided along the private alleys. 6. The front building setback from the building to the public street right-of-way is 15 feet with a front porch encroachment having a minimum setback of 11 feet from the street right-of-way. 7. -The minimum building separation is 25 feet with the following exceptions: a. A 17-foot building separation is permitted between Units 22 and 23, Block 2; and units 27 and 28, Block 2 (measured between the porches). The main building separation shall be 25 feet. b. A 20-foot building separation is permitted between Units 4 and 5. Block 1 and units 10 and 11, Block 1 (measured between the porches). The main building separation shall be 25 feet. 8. The building setback to the private alley shall be as shown on the Site Plan dated 11/17/03. 9. The minimum unit floor area shall be 1,487 square feet 10. A revised color PUD Plan (11 x 17") showing all changes outlined herein is submitted to the City. 11. The PUD agreement shall specify that each unit within Blocks 1 and 2 shall have access to each respective lot from the private alleys within the blocks. 12. All townhomes shall be owner occupied. Deed restrictions and the recorded PUD agreement shall prohibit rental units. 6 13. Each townhome unit must have a separate utility connection to allow separate turn off and sewer connections through landscaped yards to the town homes. Final Plat The final plat is generally consistent with the preliminary plat. The preliminary plat depicts base lots, while the final plat depicts unit lots. The final plat depicts 45 total town home lots (14 lots on Block 1 and 31 lots on Block 2). In the event that the City Council approves the Final Plan PUD, the approval of the final plat will need to be continued to allow for required publication of a vacation petition and preparation of a development agreement. Additionally, the following conditions of final plat approval are suggested: 1. Vacation of the drainage and utility easements within the plat of Towne Lakes 3r, Addition. 2. Grading, drainage, utility, erosion and transportation plans are reviewed and approved by the City Engineer. 3. Homeowner association documents and covenants are submitted for review and approval of the City Attorney. 4. An irrigation plan is provided for review and approval of the City Planner. 5. The applicant enters into a development agreement with the City and pays all required fees, escrows and securities. Said development agreement shall be approved by the City Attorney. 6. All applicable changes required for PUD approval are reflected on the final plat. 7. Any other conditions identified by City Staff, City Council or agencies responsible for review of the final plat. PC Pete Carlson Mike Couri, Esq. Dave Hempel 7 Site Location SITE LOCATION MAP 3s- 1,; 1111 lk� 21 WE NN Y44444004p vz V 32-EXHIBIT C WON,_ Z Cc LQ EXHIBIT D (1) Z O Cc uj cc k L12- LQ EXHIBIT EXHIBIT Q (3) N � i cl): u••awwM •a aaw • iiaw! wMLwJrwM•i Maw• •aww•waswawa•waaw••w------.---. _ ` 04 \ l \ V _ � :'.� _. ` l�� ` _� � �;`✓y /t/\\\ y. ice\ '. XHIBiT C M UI Q --- - - ------ C4 X < .VT kj .0T EXHIBIT F ,� i Ill;lli� 5� ill�lil y � I Ql�lillllij � f�1 I 1 I.I I 'III 'I I i yl rz 171 EXHIBIT G 11 "I L I Ar HIBIT H (1 U N c 0 U z M N 0 CLL2 N Z 0 — U) Z M U U%% c cN aarc0i ` ,0 a N Q mm'' N 7 N C 0 L4 a N g u 9 �o' 10 ,j _ 1 _ , ,I i I - 1 I I� e.' '�•'�, li e I � i I I i� FGc;ll,� M' I _ ' 5� f ` i EXHIBIT ( (1 i Eel ,� Q_ O t{�� 1 i LJ N 1�1 EIN! L-U aL co ED a)! 0 t . ; r d—J A f_ ' A H Q= 'i I ii —77 1 1 41 lal ---------- - XHIBIT 1 (4) TOWNE LAKES 4T" ADDITION November 18, 2003 PRODUCT T here are 45 proposed Urban Villa Townhome units in Towne Lakes 4tr, Addition. The Urban Vida Townhome is a row product that is geared toward single professionals and couples typically without children. The unique quality of these townhomes is the ability to offer a private garage with direct access to the unit, a private front entrance and no unit stacked above another all %vithin an association maintained community. Emphasis on the front entrances and rear garage access gives this slab -on -grade product an urban appeal. Each unit has its own private front entrance with covered stoop, a patio off the back and 2-car garage. Both the garage and living space are located on the first level ,vith two bedrooms, a loft and utilities on the second. The finished floor area of the Urban Villas is 1487 square feet. The materials used for this product are low maintenance and consist of vinyl siding with stone accents. A. homeovVners association will be responsible for the maintenance of all exteriors, private drives and landscaping. PARKING Each unit for the Urban Villa T ownhome has a 2-car garage (378 square feet) and minimum drive length of 24', except 8 units on Lots 1-4 and 28-31which are 22 long. The proposed plan allows for approximately 2.5 guest parking spaces for each unit and is broken down as follows.. 1 2 parking spaces per unit driveway (45 units x 2 spaces!unit = 90 Total driveway spaces). 2. 19 parking stalls The parking stalls are geographically dispersed, so guests can park near the unit they are visiting. SETBACKS David Bernard is requesting flexibility with the required 15' ;Font yard setback. on 8 of the 45 units. For those units on Lots 1-4 and 28-31, the proposed plan shows a minimum front yard setback of 11.4'. Due to the increase in size of the units and the importance of maximizing the driveway length, the front of the building needs to be closer to the street. Being that this is a pedestrian friendly community, the reduced setbacks do not aesthetically compromise the neighborhood. David Bernard's minimum distance from building-to-buiidina is in accordance :;,ith the approved 25 feet, hllo'vvever each end unit has a 1,vrap arounu porch- -71�le torches aye a minimum distance of apart. EXHIBIT J (1) EXTERIOR MATERIALS The exterior look of the Urban Villa Townhome is colonial and consists of vinyl siding with aluminum trim. There is also an optional elevation that shows shakes in the roof peaks if so desired by Council. A band of cultured stone wraps around the building as an accent feature. Even though this is a slab -on -grade product, the building pad is elevated from the public sidewalk where approximately 1 to 3 steps between the sidewalk and front stoop will be required. All entrances have a covered stoop with round, tapered columns. Each end unit's porch wraps 4' around the side of the building where the columns have a cultured stone base. INTERIOR SPACES Please refer to the attached product comparison spreadsheet, which illustrates room sizes for the Urban Villa Townhome in comparison to the approved Kingman plans. As shown, the Living/Dining Room and Bedrooms are larger in the Urban Villa Townhome David Bernard's product also has the washer/dryer, as well as loft space on the 211c level. HOMEOWNERS ASSOCIATION The Urban Villa Townhomes will be an association maintained community, which will also be a part of the 1 owne Lakes Blaster Association. The sub -association ,.viil be responsible for items that pertain to their 45-unit neighborhood, including but not limited to maintenance of building exteriors, private drives, driveways, landscaping and irrigation. EXHIBIT J (2) TOWNE LAKES 4TH ADDITION Product Comparison DAVID BERNARD BUILDERS & APPROVED KINGMAN PLAN ; „ DEVELOPERS SITE PLAN . Number of Units 52 units 45 units Min. Front Setback 15' 15' (except for 8 units, which are 11 4') Min. Distance between i Buildings 25' 25' (building -to -building) 17' iporch-to-porch) Min. Driveway Length 25' 24' (except for 8 units, which are 22' long) Min Private Drive Width 2?' 24' (20 around Island) I Guest Parking Stalls 18 spaces 19 spaces EXTERIOR Style Craftsman (Colonial Siding Combination of Shakes and Vinyl Vinyl (with Optional Shakes) Stone Cut -Face Foundation Block Cultured stone accent wrapped around building Roof Shingle Shingle if Shutters None Located on 2nd level front windows Permacast column mth cultured stone base (end Porch Columns Tapered Wood units have cultured stone base) INTERIOR Total Finished Sq Ftg 1780 Eno- 1487 SF E id & Inteflor Units F - �5Interior Lower Level (Garage Level) 240 SF - End None 175 SF Interior Main Level 770 SF- End 6 1, 4 SF End & Interior Units 6 5 SF Interior 2nd Level 770 SF End 813 SF End & Interior Units 615 SF - Interior -� Garage 434 SF End ` 378 SF End & lnterlor Units MHO SF - Interior' Kitchen Unknovm 1112 SF End & !nterior Units LivingiDining Room 343 SF End 384 S Ezld & Interior Units I 322 SF Intericr —� Master Bedroom 164.4 SF E End I s r Fild x nierl0' ` ! 1,118 SF - interior Bedroom 2 150 SF - End 0S inteIlar U1111s I 4 r 4 SIF - In'te rl0r Loft Ncne i ! 17 4 4 SF End interior L'nits 1 Bathrooms i11,2 �1 1i2 Laundry LocatedIn Jnrit iLocate-1 cr 2ncLevel' i m1 or Lrl:,s I ,d r 1 t T- iL eve( me o Unit ,n Loves,/L Irrerui i =hare. ,'!nlensicns tla-e] Jn ar; Si rectan-'le EXHIBIT K November 18, 2003 Mr. Alan Brixius Northwest Associated Consultants 5775 Wayzata Blvd., Suite 555 St. Louis Park, MN 55416 Via Facsimile Re: Revised Final plat/Site Plan — Towne Lakes 4th Dear Alan As a follow up to the November 3, 2003 City Council meeting on the final plat for Towne Lakes 4`h, town home product, we are pleased to submit revised drawings that reflect changes to the final plat, site plan and town home building designs in accordance with discussion from the meeting. I have outlined below the recent changes in the final plat and site plan. David Bernard/Rottlund Homes will provide a narrative of the changes in their product as well as comparisons to the Kingman product. At the meeting Tim Whitten, Rottlund Homes requested the City Council allow some flexibility on the side yard setbacks knowing that the added garages would take up more room. Final Plat — 1. In Block 1, Towne Lakes 3`d, the addition of two car garages in all the units increased the width and length of the units/lots. To accommodate front yard setbacks of 15 feet and maximize driveway lengths we shifted the entire Block 1 easterly 10 feet into Outlot A, Towne Lakes 3 °. Outlet A is still in CPDC ownership and is intended to be deeded over to the Master HOA. The realignment of Block 1 requires vacation of existing drainage and utility easements dedicated with Towne Lakes 3'd which in turn would be re- dedicated with this plat. 2. in Block 2, Towne Lakes 3`d again as with Block 1 the units and lots will require vacation of existing drainage and Utility easements dedicated with the 3,d Addition which would be re -dedicated on the 4" Addition. Site Plan — 1. To maximize driveway lengths and maintain minimum 15 foot front yard setbacks the center island area in Block 2 was reduced in width which required relocation of the 7 parking stalls. The parking stalls were relocated over Block 2 in areas between Lots 4 & 5 (from 2 to 3 stalls), north of Lot 18 from 3 to 6 stalls) and Lots 22 & 23 (2 stalls) and Lots 27 & 28 (2 stalls) net increase of 1 parking stall. The other advantage is now the parking stalls are mere geographically situated with the units. F uutry f of I �Ix riv=Ihc ell) eis t omnanv 0 10 1), �.iit�. +trip n^�i��evill��, Jlini�i•s�ia-i111;i cicplinne f 1 j 5 6_ 4 �,; 0 ;u IIc is'i.1 > 4;>.�1 EXHIBIT L (1) 2. The alley alignment was shifted slightly to maximize driveway lengths and maintain as much front setback as possible given the tightness on the first four units on each side of the alley west of Langford Dr (Lots 1-4 & 28-31, Bk. 2). 3. Block 1 was shifted easterly 10 feet to meet setbacks and maximize driveway lengths (24 feet). 4. Side yard setbacks were approved at 25 feet between buildings. The units as proposed are 25 feet apart from the main buildings however there are a few areas were the wrap around porches (4 feet wide) on the corner encroaches into side yard setback resulting in a 17 foot separation between porches. Again, this is where we asked the City Council to allow some flexibility in setbacks. If you have any questions or need additional information please feel free to contact me. Sincerely IX\ ✓`..""'.��._.� : '� `ram' David Hempel Cc Deb Ridgeway, David Bernard Homes Linda Goeb, City of Albertville Mike Couri, Couri and Mac Arthur Law Offices Pete Carlson, SEH Cory Meyer, Westwood EXHIBIT L (2) �_- a_ GC ; { jr 4 \ Y I I W 2 W x'11,9V lI ._ J .7 _ t_�N HYS.,^ __ 30 199a EXHIBIT M 11-25-03 CITY OF ALBERTVILLE City Council Findings of Fact & Decision Site and Building Plan Applicant's Name: Alshouse Properties (Seasonal Concepts) Request: Alshouse Properties has requested approval of site and building plans for Seasonal Concepts and another retail building for Lot 2 of the Shoppes at Towne Lakes One preliminary plat. Planning Commission Meeting Date: November 12, 2003 City Council Meeting Date: December 1, 2003 Findings of Fact: Based on review of the application and evidence received, the City Council now makes the following finding of fact and decision. - A. The proposed legal description of the subject property is Lot 2, Block 1, The Shoppes at Towne Lakes One, according to the recorded plat thereof, Wright County, Minnesota. B. The Planning Report, dated November 6, 2003, prepared by NAC, Inc. is incorporated herein. C. The Planning Commission has found the exterior building treatments and colors acceptable. D. The Planning Commission Recommendation for the application is incorporated herein. E. The Site and Building Plans are in substantial compliance with the Albertville Zoning Ordinance (with the conditions outlined herein). Decision: Based on the foregoing information and applicable ordinances, the site and building plans including Seasonal Concepts and another retail building for Lot 2 of the Shoppes at Towne Lakes One preliminary plat is approved based on the most current plans and information received to date. subject to the following conditions: 1 The applicant is required to submit shared access and parking agreements that will run across all lots to allow for common use of parking in the event of overflow need. 1 Seasonal Concepts. Site and Building Plan Review Findings of Fact and Decision 2. The proposed pole lights must be revised to match the pole lights in the rest of the PUD. The down -light fixtures above the awnings must be revised so that the light sources do not drop below the level of the hoods. 3. If any freestanding lights are proposed in the Seasonal Concepts outdoor display area, they must be a bollard style to avoid impacting the residential area to the east. 4. A landscape irrigation system is required and must be noted on the landscape plan. 5. At the entrance/exit at the back of the small retail building, shrubs shall be located further from the building with a sidewalk or stoop serving the doors. The shrubs shall be pruned to not obscure visibility of the doors. 6. The Planning Commission recommends allowing some flexibility in planting boulevard trees with a less dense canopy, such as honeyiocust, along Laketowne Place or in an alternative arrangement provided the applicant submits a revised landscape plan for City approval. 7. The building elevations and floor plans illustrate tower features on west side of the small building. The site plan, landscape plan, and other plans shall be revised to be consistent with this design. - 8. No outdoor displays may occur outside of the designated outdoor display areas on the east and west sides of the Seasonal Concepts building. 9. The project must comply with Fire Code requirements as outlined in the letter from Futrell Fire dated October 29, 2003. 10. Grading, drainage, erosion control, and utility plans are subject to City Engineer review and approval. Adopted by the Albertville City Council this 1"day of December 2003. Attest. City of Albertville In Larry Kruse, City Administrator Don Peterson, Mayor 2 Seasonal Concepts. Site and Building Plan Review Findings of Fact and Decision Project Summary Shoppes at Towne Lakes Center Albertville. Minnesota Lot 2 of Block 1 The Craig Co. Inc. 1300 Willowbrook Drive Wayzata, 1vlinnesota 55391 It is the intent of the applicant, The Craig Co_ Inc. (TCCI), to develop 24,500 sf of retail consisting of a 20,000 sf "Furniture/Home Accessory Store" and a 4800 sf multi -tenant building, in the Shoppes at Towne Lakes Center. The land is in a PUD area being developed by Contractor Property Developers Co. (CPDC) and TCCI intends to purchase the plat of Lot 2 of Block 1. The applicant is requesting that Site. and Building Plan Review he approved with the following provisions: 1. Parking calculations he considered under the PUD aggregate parking review. (See the attached summa rv). =. Landscaping requirements include intenor lot line boulevard trees installed by CPDC and included under the PUD review_ 3. The applicant has obtained architectural image and building review and approval From CPDC as part of their overall design and development. Site The site is located on Highway 19 north of the Outlet Mall and contains 2.1 -5 acres. It is curnentl% agzncultuml in use and is under PUD consideration by the City of Albertville which was applied for by CPDC. InCiUded in the PUD along with this site, are other retail sites, a hotel and housing. Two buildings are planned for the. site. They w-e located to enhance the site lines frcul adjoining properties. The structures are separated to maintain a pedestrian scale of buildings and to allow site lines into the site. Storefronts and parking are located on the highway side ,with the proposed structures pro-iding a visual screen trom the residential area. Landscaping and in exterior patio facing the residential area xiil make a visual transitional laticr bet%veen the building and the road. _architectural features of the huildings will be compatible to the rest of the structures in the PUD as approved by CPDC. .~architecture The buildin,'s architecture evokes al;granan aesihcuc with details such as mc,!' overhan2s. support braickets. root c-upolas_ and iuntern liht wall sconces. ��uil�ML natenals have he.en Selected to ielntorci the rural inli S_e. (Scc F"_\tenor Finish hev c!n A200). ]lain entries will Y rcc the main parking alea. `hhe "F=urniturc/l Ion Store" v-i1] have a rear storefront open to an exte,ior patio. Windows and a\',ninirs titre lratc,,i-ica1ly located on the cmc.tior of both bulldln,s to enhance this a 1rchitcc:lllrCil features and work \v ith the retail mcrchandisill L on the inferior. ter. ' Rock face CNFU with a variegated color, Ill recall Kasota limestone. Brick will be used to accent the base. windows and columns. Standing seam metal roof will form a covered walk at the main entry and pitched roof elements. Vertical and Board and Batten lap siding is used to highlight the entry and selected corners. Burnished C: VIUi is used as an accent stripe to visually connect the architectural highlights_ The materials on the two buildings on this site "i11 be the same. Architectural clef uls will be similar between the two buildings. Landscaping Landscaping has been used to reinforce the architectural concepts and provide a transitional layer between the buildings and the surroundinL�, residential area. The site is outlined with boulevard over-stmv trees as part of the PUD application _ This would include 10 trees on this site alone the western interior lot line. The interior of the site has been designed to reinforce. the Architecture and provide a visual transition laver to the surroundinc),,residenti'll area. Trees located in the parking islands and low planting around the building edge preservc site lines to the retail storefronts. The service areas a10 visualfv screened with closely spaced conifers. The patio tUca is outlined %with low planting_ and svinmetrically placed conifers and maples. Buildini; Use It is the intention of the applicant; to lease the 2D,000 sf to a "Home Accessory Store". The store would consist of approximately t6.000 sf of sales floor and 4000 sl, of warehouse stora`gc. It is estimated stock would be delivered once a week The delivery vehicle would leave the site after completion. Customer pick-up -would occur on n-ade, alonC7 side the dclivery dock. .kn extenor patio in the rear of the building is intended to be used as a seasonal dccortitive area. Outdoor furniture vignettes and seasonal piantin2 uisplaVS would hc. set up in the patio Brea. This would serve to provide Berne limited activity et be a respectful ima-e iron, the residential area. It is ,he intention of the applicant. to ICLISC the 41SOO sf building to multipic tenants TBD. Storefronts will face the main parking area. Tenants \N-ill be scrviecd throu-?h the front door. An omci-for trash enclosure wi1.1 iuliv screen hceled waste COnlallher. ['arkin� Parkin, T is provided !.nder the PUD applicanor, from CPDC_ Under this rc%ic,,v, 1_ot requires 1)S stdIs and sl!pplles S6. The ,cnhamder of the D 11 ;n r !s il( ;ded ',Nltini t.hc PUL site as outlined in the Attached surnn,arv. Parkin« are -a lir,l-!tim� ill utilize tie tul a; poN Cd %1'it�u`'h the PLD. (Se ttaelled sheet). The Shoppes at Towne Lakes PARKING SUTINEMARY Lot l: Fast Food with drive thru — 3800 square feet A) Gross Service and Dining area: 2000 square feet Parking 1 stall per 5 square feet = 57.14 B) Kitchen/Storage Area: 1800 square feet Parking 1 stall per 80 square feet = 22. 5 C) Drive Thru: Add 2 additional spaces = Total Required: 82 Total Supplied: 87 *_,ational.4veragL 1 Fast f ood with Drive Thru- IO stalls Oer 1000 squarc feet 64,' ic' 1,-ou1'd he 38 stalls)(- this site) Lot 2 : Furniture / Rome Accessory Store — 20,000 square feet (16.000sf retail and 4,OOOsf warehouse) In -Line Service Retail — 4800 square feet 90 °% ofNon-Warehouse — 14.400 square feet Parking 1 stall per 200 square feet = 72 B) Warehousc area: 4000 square lect Parking I stall per 1000 square feet = 4 C) 90 'N o of In -Line Service Retail -- 4 )20 square feet Parking 1 stall per 200 square feet = -21.6 Total Required: 98 Total Supplied: 86 * Vwional 1rcra,e Jar Furralztre :Stores. s7alls pCr 1000 suuarc C1 o )-cla 117oor area (11 hie% 1rould total 4 sculls 1or this Site) Lot 3: Retail Lighting and Fireplace Store - 9600 square feet (7.090sfretail and 2.500sf warehouse) A) 90`4, of lion %Varehouse — 6,390 square feet Parkvig l stall per 200 square feet =_ 31.95 B) Warehouse :Area: 2500 square feet Parking 1 stall per 1000 square feet = 15 Total Required: 35 Total Supplied: 37 Lot 4: Retail - 9500 square feet 1) 90. 0 of Retail Area - 8550 square feet Parking l stall per 200 square: Jeet = 42.75 Total Required: 43 Total Supplied: 56 Lot -'-): Restaurant -- 6 70 square feet A) Gross Service and Dining area: 3870 square feet Pekin< l stall per 40 square feet = 96.7 B) KitchenStorage Area: 2500 square feet Parking 1 stall per 80 square feet — 1.2 Total Required: 128 Total Supplied: 97 Lot 6: Comm lnn and Suites 68 rooms A) One space per each rental unit = 68 B) Une space for each ten units = 6.8 C) One space for each emplo\ee on shift Total Required: 78 Total Supplied: 84 PARKING SPACES FOR LOTS I - 4 TOTAL SPACES REQUIRED: 258 TOTAL SPACES PROVIDED: 266 TOTAL DE+ FIECILNCY OR SURPLUS: + 8 PARKING SPACES FOR LOTS 5 & 6 TOTAL SPACES REQUIRED: 205 TOTAL SPACES PROVIDED: 181 TO"I'_-L DEFIECIENCY OR SURPLUS: - 24 TOTAL PARKING SPACES TOTAL SPACES REQUIRED: 463 TOTAL SPACES PROVIDED: 44? TOTAL DEFIECIENCY OR SURPLUS: - 16 *_Vciional ,-lvera es were pro !ide by the histitute nJ 1 rav7sportcrtiMZ Ln,rinec�rs r17t � O.qi) l'rritre P��inte Dri�r� wile' '- )oo I;.:>sc�illi;, A2innetiota ;;51�_; cicriione 65 1 -, 5. d :5 5 0 October 24, 2003 Mr. Alan Brixius Northwest Associated Consultants 5775 Wayzata Blvd., Suite 555 St. Louis Park, MN 55416 Re: The Shoppes at Towne Lakes — Snow Removal Plan Dear Alan, As a follow up to the comments and condition in the staff repgrt about the need to prepare a snow removal plan for consideration I offer the following descriptive plan. The snow plowing overall within the project will be contracted annually through the association with one vendor. The private streets, parking lots and sidewalks walks in the project will be maintained by the one contractor for all the lots. As the snow accumulates it will most likely need to be trucked off site to one or more of the adjacent storm water retention ponds. The infiltration swale along the south property line of Lots 5 &6 is also a potential storage area as well. If you have any questions please feel free to contact me. Sil c e t- e! David Hempel - —<-, S _107BE PtG � " Vintage Down Lighting Fixtures GENERAL The CRRI-NI liarborside series is a decorative downliL-ht ilxture which consists of a spun aluminum shade, ballast compartment, and optic lens. BALLAST HOUSING The ballast housing shall be heavy wall spun aluminum. The upper housing shall be an inte,ral section of the shade. The ballast shall be attat.hed to the ballast housing by two aluminum wide faced "7" brackets to ensure high capacity heat sinking of ballast temperatures, keeping the ballast cooler and ensuring long life. ELECTRICAL The fixture shall be U1. listed. H.I.D. ballasts shall be high l:owcr factor with lamp starting down to —30 degree F. lvledium base and mogul base porcelain sockets are 4KV rated_ The ballast,'socket assembly shall be pre -wired and located in the upper housing when specified with a medium base socket All cornpact fluorescent (PL) ballasts shall be instant start electronic with a starting tempe ature of down to 0 de'ofccs F. They shall have a 4-pin socket to accept quad or triple tube lamps. SHADE ASSEMBLY The CR`'`' shade shall be nnade of .I00 ,hick, spun aluminum and have an outside diameter of22 it shall ha,, e a 2" \\ ide depressed band spun and a tiv'o tiered top in the upper hou sing for a direct connection to a i," diameter arm or tenon. The 22" shade shall have a full return. The underside of the shade shall be painted with white reflective enamel. The CRS22 shade shall be made of .100 thick,: spun aluminum and have an outside diameter of 2" i L It shall have a lde de; ressed Lund spun d a ',vide curved top In the upper housing Ior a Direct connection to a =" diameter arm cr tenon. "Tire 22" shade rim >hsli ha"e a 'all return. The ur,;:ersice of the shade shall be painted `.v:Th white reflective enamel. OPTiCAL LENS OPTIONS Tire tixt,,ire shall be supplied vNith a Rei=actor lens ,which shall be 9" diameter poly carbonate With All LE S. Tv.e 3 QiJtT:buti'sn ,It>1') or T'pe _ distribution ;_RfPi. It shall be Bleared C ifie spun i?UtG:.r bvlth a ST7riP.g Sii3p rliig. li LJ.1ltlrc: shall ht Furniied :; a ",lass Jar Lamp h:o;cctor lGj i :s a r r'1:Ss ;ar villc❑ ^,Lk, inio, 1 -_aJt all min..ln1 holder. 1t shall ha\c fin al um rd over the lens. Upper Hausing Shade � s' h A'h , to FeoEcve Enamei JndersiOe suss Jar =rcte=r Goknai) LIST NC. CRRLM NA.RBO.RSiDE SERIES "] h , s ' ' t d:' S 10 diameter nc _�.;tu�c _, I be supp a �.vit �. ,w,l_te Colas globe G,))'�.nlc.. �h ire dna en\ C'(rs 'Tile !arnp and .S iTlc'::nan.lca i.v allael-hed to it-', h0i6er.EXHIBIT L. IC onrinue�: on ,�ac.ti, a�� r, , TEIUXBEI�G Vintage Dowel Lighting Specifications FGST & ARM FIXTURES OF ARMS FIXTURE /POSTARM FIXTURE (See Post Section) WATTS/TYPE/VOLTS .i/ — CJ'CR�2rCRPlf' PTA SSUP=18 / i SC / 00 411it 0 I, ;4111100/'t1E1) ; % BK WALL FIXTURES LIGHT T !1 � SOURCE OPTICS OPTIONS FINISH 'I BALLAST PI S FIXTURE/WALL BRACKET WATTSJTYPEIVOLTS 'I RP3lC11S22/RNVB j 1DD <1F1120 �� / ( �71310fir F11 D AIti it HANGING FIXTURES LIGHT SOURCE BALLAST DROP ! OVERALL OPTICS OPTIONS FINISH �r.crNies 1 FIXTURE,HANGING BRACKET CROP IN INCHES WATTS!TYPE/VOLTS I NUMBER SELE&IONS .PART FIXTURES • GJ/CRS22 G1O/C RS22 • RP5/CRS22 • RP3/CRS22_ • GJ/CR22 • G10iCR22 • R P 5 / C R 2 2 • RP3/CR22 VOLT -AGES • 1'�0 • 208 • 240 • 277 480 MULTI �1.20-2,• POST ARMS • CRPM • HSCPr.1' • HSAPM' HMPM • TRPM • DA45 • DA65 • 0A8`' • RP11' • 91'�NFM HANGING TYPE CH44 SH44 • CH28 • SH:28 WALL BRACKET ARMS • CRWB H MAtIVE • -1 P"AB • TRSLfJB • RRWE' • 91 VVVVB BALLASTS • 35HPS' • 50HPS= • 70HPS • 100HPS • 150HPS • 50MH • 70MH • 100r✓1H • 15OMH • 175MH • 26PLT • .,2PLT • 42PLT • INCAND NOTES: 1 :5HRS is 120 volt only_ Mercury ,apor callaSls are 2 HH.PS available as 120 nr 277 volt cniy available. Others are seecial order. 4 Requires CRS22 future model. Standard is clear, for coaled HE, 5 Add tS) coike or ;B) Ball after i lamps add C (MH7QiCih,EC-)_ arm number to designate type Medium base sockets standard of finial_ \4'Itfl 11�311a5t5 'Jp iG 175 Wa14s. LAMPS' HPS35/MED • HPSSD/MED • HPS70/MED • HPS1001rviED • HPS1501%1ED • MH501MED • MH70/MED • MH100/MED • MH150/MED • r,r1H17E'MED • PLT26 • PLT32 • PLT42 FINISHES STANDARD • BK Black • VG Verde Green • PG Park Green • ABZ Arch Med E rcrize • SI Swedish 'rcn FINISHES CUSTOM • V,[H White • RT Rust • DE Dark Ercnze • CM Custcm rvlatch OPTIONS • PEC1 Photocell -Bimetal 120 Veit PEC2 Photocell -Bimetal 208-277 Volt • PEC1-E Photocell -Electronic 120 Vcit • PEC2-E Photocell -Electronic 208-277 `Jolt • FHS Single ruse and Holder-12G,277 Volt Dual Fuse and Holder-208,240,480 Volt • 2R Quartz. Re-Stnke • CC3693 Scrolls for RP?v1 (SRR` iBj • La,MPS Select from list STEIII?NBE 7 C1 Car ,r� �e. lcs. IL "^ " 88 0 rax 04 88 440 Jr �)'} J(riW \VWW- See; Cer hch—,Ir10.-= alp I!liOtalsiernt,'erglt7,hting.OGT� - IAI I �,)-TERNBEIIG I GJICRS22 GIOICRS22 RP51CR322 RP3YCRS22 RP5iCR22 GJICR22 GlOICR22 RP31CR22 ; ;Pee 9 or OVERALL SH28 Drop 114 For 15C'Watt NCHES or 175 !A/at', Ballast SH44 CH44 Stem Chain Hung Hung —77---7- 7— 'ARMS-POST MOUNT (PM), or LL B ��-,�S�eArrhs�Se RACKETS,,( foryTk9relpfumation: 21 2 4 CR H, S A -k - --' 4- - I R Single Arm DA 4'- 6'- 8' HSC Twin Arm N, TRSL "I Scroll option RPM RVVB 91 vv for RPM 5, TERAT-BEl`fi Vintage Down Lighting Fixtures L IST No. PHOTOCELLS CRRLM HARSORSIDE Photocells shall be either the thereto bi-metal button tvpe or the electronic button type. Photo - SERIES cells shall be mounted in the pole shaft. The lc=,o photocell shall be mounted in the pole shaft. The thermo photocell shall be destined to turn -on at 1.0 footcandle and .urn-offat not more than 5 footcandles. The electronic button type photocell is instant on and a -5-10 second turn off and small turn -on at 1.5 footcandles with a turn-off at of 2-3 footcandles. Photocells are either 120 volt or 20S thru 177 volt. Photocells are not pre -wired as ballast housing assemblies and fitters are packaged separately for ease of wiring to source. ARMS ,U arms are made of cast aluminum and/or extruded aluminum. Arms with decorative filigree brave meticulously detailed scroll work and gracefully curved brackets. All fixtures will have its fittcr eitlier welded to, the arm or will be mechanically attached at the factory to ensure arms will be plumb, secure and level over the life of the installation. Each arm shall be bolted to a post mount adapter, .vhich is welded to the pole to ensure proper alignment to the base. .-Inns are pre -wired for ease of installation. FINISH Pricr to coating„ each assembiv is around etched or sandblasted to create a uniform surface tex- ture ar,d to ensure superior bonding of primer and finish coat. Two coats of wash primer are applied to increase bonding strength followed by two coats of semi -gloss Sherwin Williarns industrial enamel_ The total assen.bly is wrapped in shockproof wrapping and then fully enclosed in corrugated cartons. WARRANTY Tltree-year limited ,v�=anty- See warrrity literature for details. -I IMEWL ,TEIt. � E 11 G —. 'DI C2K P a K — e 'vales. !L 7C '. 8,1 - E 00 84 -3440 -o S. TE1L1rBI I�( Vintage Ornamental Poles GENERAL The ft tall decorative post shall be aluminum, one-piece construc- tion. The 18"diameter cast aluminum fluted base shall be constructed with a inch diameter aluminum shaft The model shall be Sternberg Vintage Lighting Number #6200 or ;#620OR for candy c ric poles. CONSTRUCTION ire base shall be designed with sixteen Jon- curved flutes which Lrace- fully slope to a decorative scalloped ring and be made of heavy wall, 319 alloy cast aluminum. It shall have a i" thick floor cast as an inte- gral pact of the base. _ The smooth tapered shaft shail be made of ASTNI 6063 extruded aluminum and tempered to a T6 condition. The straight fluted shaft shall be made of AST-M 6061 extruded aiuminumand tempered to a T6 condition. It shall have a decorative lured tenon. _ The cast tapered fluted shaft shall be made of heavy wall. 319 alloy cast aluminum. The extruded tapered fluted shaft shall be made of AST%1 6063 extruded aluminum and tempered to a To condition. The tapered octagonal shaft shall be made of heavy wall, 319 alloy cast aluminum The shaft shall be double circurrilercntially "velded internally and externally to the base for added strength. INSTALLATION Four, hot -dipped galvanized "L" type anchor bolts shall be provided with the post for anchorage. A door shall be provided for wiring and anchor bolt access. It shall be secured with two, tamper proof, stainless steel screws. Post will be provided with a grounding stud mounted on the base floor opposite the access door. Indicale :he type of shall needed tabovej STREET SIDE 0-1D ACCESS DOOR" See insLzIlaGon tomowate for ezacl door posi!gn. Bell crclo dunensions rney change on taller ooles- Cast aluminum -Extruded roles 18" Diameter Base x 27" I-E-li r l t moil i i � I lli I I l i I, liili I I 1„1 u it el j j I; l it 5" 3" OD 5"- 3" CD 5" CD Iti I 6" CD �L��I 6"- 3" 00 t 6"- 4" OD I 62 _ _'T6 62 _ _'T6 I 62 _ P5 62 _ _ ' FP6 I� � i� 62—_'TFP6 �� 62__'E1FP6 10' 12' 14' 10' 12' 14' i j 10' 12' 14' !Ilk 10' 12' 14' �� Il �� 10' 12' 14' �( 12' 14' 16' 18' 2D' 16' iS' 20 I 16' 18 2D �t�ll 16' 18' 20' j'I I) 16' 18' 20' 22 i 22 24 k� 22' 24' 26' lllj, 2E' SMOOTH i SMOOTH STR.tGHTh,ll„ STRAIGHT�, TAPERED TAPERED � i TAPERED TAPERED FLUTED FLUTED FLUTED FLUTED SHAFT SHAFT I SHAFT ii1 SHAFT j !lij SHAFT i; SHAFT i lit lilli � 'I p a �(' a�J1 1 �� I � , , � �l tip 'IIv1°:, �t%'ice!`',, tell \'��I�L1JJ\ �'/��`: -- For caanov cone poles Irisen - a 11 (feet - above graoe neigh!)_ See alagrarn on rrIvLrsE stoe- "E G Straight Poles y e� MODEL; HEIGHT r SHAFT POST CAP OPTIONS FINISH MODEL; HEIGHT I SHAFT HEIGHT 7 CENTER ABOVE GRADE 62 36 FF'S 8CC FH % / ` fit tH) RTS — IS AC dy Cane Poles OPTIONS FINISH Part Number Selections Part Number Selections j MODEL HEIGHT SHAFTI ABOVE MODEL HEIGHT SHAFTt GRADE 'I _ i�'I�' ill • 62 • 08' • 20' • T5: 5-3" Tapered Smooth • 62 • OD • RT5: 5'-3° Tapered Smooth 8' G = 10' 22. - T6: 6" �" Tapered Smooth • RT6: 6"-3" Tapered Smooth - 10' AG j • 12' . 24' • 14' • 26' - FPS: 5" Straight Fluted • RFP5_ 5' Straight Fluted +2' AG ' I' • 16' • 28' • FPS: 6" Straight Fluted • RFF6: 6" Straight Fluted �`- 13' AG }� iI ' 18' TFP6: 6"-3 Tapered Fluted RTFP6: 6"-3" Tapered Fluted" 14' AG V ICI ETFP6:6"-4" Tape F red lured Ava ame in „ . , . ,s. o • 16' AG ' FP5-5 TFP6-o TFP6-6'-T' "'i lii OPTIONS AVAILABLE POST FINISHES FINISHES ' 18' AG I I Grf "E.Gi r SCO SBA • P.A478 CENTER CAP STANDARD CUSTOM • 20' AG j O • DCG • DBA • PCD (If Required) • BK Black • WH White ° 2=' AG I' `J • GFI • SEAR • SH - ECC • VG Verde Green • RT Rust 24' AG Ll(�I II I` • SCC/GFB • DSPA . SB - FCC • PG Park Green • DB Dark • FH • DHPA • WHK • SCC • SI Swedish Iron Bronze �� G� • DB Direct Burial • HB Helix Bunal - i FCC - ABZ Arch Med • CM Custom Bronze Match - T5-5"-3"T6-6"-3" ETFP6-F-4•' T See tarsi page for he:gh! restnmion. OPTIONS AVAILABLi= See Accessories Section for more miamation` f�' I SCO - Single Convenience Outlet iFJ mounts in the pole a� DCO - Double Convenience Outlet t mounts in the pole `t I GFI - Ground Fault Interrupter mounts in the pole i SCO / GFB - SCO Mounts on pole, with Ground Fault Breaker inside. base FH - Flag Pole Holder mounts on the pole SBA - Single BannerArm mounts - on the pole DBA - Double Banner Arms mount on same side of 'he pole SEAR- Single Banner A.rrn and Ring DSPA- Double Stepped Planter Arms mount on eilher side DHPA- Double Hooked Planter Arm, s mount on either side PA478-Decorative Planter Arms with planter rings _- PCD - Photo Control mounts 0i iJI on door on pole SH - SpeakerHub for mounting speaker, floodlight or signal SB - Sion Bracket mounts on pole to hold signs WHK - \tilreath Hock mounts on pole to hold decorations POST CENTE9 CAPS (if Required' r. ram, BCC- Ball Cancer Cap SCC- Spiked Cente! Cap SSCC-Side Spiked Center Cap j", ' 1 FCC- Finial Center Cap = TFCC- Tall Finial Center Cap 1�ER]IN-401 OaK _rk Ave 'viie� IL ` CT 84 -. t38 :4CC Fax 847 : c8 34- rD', L 51 _LiIGFIT'_I JZ Nv,,w. sternbe-niichtins.com !::n,a0: n`or �t�.:, er5ilgn;ing- m TERNB 4, is ��/ Vintage Lighting Fixtures GENERAL The 7e43TF Nantucket series is an impressive traditional four-sided fixture. It features consist of a decorative cast four-sided curved roof with a unique one-piece cast cage with acrylic lens. Tie roof snail be appointed with a deco- rative cast 4" diameter orbicular tall finial. POST EiTTER The fitter or base shall be heavy ,vall cast alununum. 319 alloy for high tensile stren21th. It shall have an inside dia- meter opening to fit a 3" diameter pole or tenon. When ordered with a Sternberg aluminum pole, the fitter shall be set screwed to the pole top or tenon. BALLAST The ballast shall be remote mounted in the base of the pole, pole shaft, arm or ballast box. ELECTRICAL Fixture shall be U.L. listed. H.I.D. ballasts shall be high power factor with lamp starting down to -30 degree F. Medium base and mogul base porcelain sockets are 4KV rated. All coi act fluorescent (PL) ballasts shall be instant start electronic with a starting temperature of down to 0 de_lreesl=. They shall have a 4-pin socket to accept quad or triple tube lamps. FIXTURE HOUSING The 1543TF fixture shall be L" wide and the overall height shall be 25'/ 8 It shall be made of heavy wall cast aluminum, 319 alloy and lenses shall be made of vandal resistant acry ic, avail- able In clear (CA), clear seeded (CSA.), clear textured-(CTA), prismatic (Pry), and white CIWA) acrylic_ -Tile fixture cage shall cast in one piece. The Model 7543TF shall have a four-sided roof, cage and bottom plate with four lame lenses_ OPTICAL OPTIONS Refractors shall be b" diameter borosilicate glass with an _E.S. Type 3 (RF3G) or T�, pc 5 ('RE G i distribution. It shall be secured to the socket stem With '! 8" steel anodized threaded pipe nipple and rest on a cast aluminum holder with anti -shock L*asket. The retractor will be secured to cast holder with a quarter -turn internal ahmtinum twist ring for case of maintenance. The optional Ai ak Disc is an optical siiield to help direct li�iilt downward. It shall be T' diameter and made of specular reftective aluminum and mounted directly above lamp. Frosted Glass llurricar:e ch_mncv (F17(_j is an optic option which adds all atiLhen;ic touch. House Side Shield COBS) is an option which will block up to 120° of liht in any one directlon. 3-LiLht (31_candelabra set is :ul option for incandescent application. LIST NO. PHOTOCELLS Crb!cuiar Tall Finial Aluminurl ca= Construction Nzak Disc G ,tionall T,,- e 3 or 'ype s Re!rnc!or Available Photocell ;Optional) =osi Filter '- 43TF VAIVTUCKE; 'Dill It ,L,dl _.then ,he the;,.�o br :itelal button type or .he clectonic bun,;n ,�pe. 011 sinLle SER,`ES ":s" J( 'ard mt1lL t: head mounted :n the pole; �llatt. Tt1C BALLASTED WALL MOUNTS (BB)'� PIER OUNTS: ,(PB)`1.-, HANGING BRA -E. TQ I BRA 7 Nall 'nail Ballast Ballast PB28 PB27B SH-CH20, 7-7 SH-CH27B Box for Box 'or PB44 F& 150 to For up to For 150 to For up to 55 '78,80, i� 4 73 d Incan- , an descent 250 Watt 100 Watt 250 Watt 100 Watt 22 , L 6236 Arms 480 Arms Ballasts Ballasts Ballasts Ballasts SH44 CH44 ARMS' POST MOUNT (PM) or WALL BRACKETS (WB)—., Arms rms Sects In Jo, r inforrratior i 5 "Z 5236 80T (BODT Downswept Arm) 478TS 78T * I -), - --30- � 478 55 S�L IN: J TASCR 78 14 1q I 21 CTV1 Corner mount POST & ARM FIXTURES CENTER ARM MOUNTED FIXTURE POST TOP FIXTURE NO. (PT) OFARMS FIXTUREIPOSTARM FIXTURE Vintage Lighting Specifications [I■ POST POST CAP LIGHT SOURCE OPTICS CPTIONS LENS FINISH BALLAST (See Post Section) WATTS/TYPE/VOLTS } — 7543TI;�78TPhi PTA 11I D / TFCC If�(}F� iPS12 j RFC{; / I HPSltI--NYMEDDi J/i A6 9, WALL FIXTURES k PIER FIXTURES LIGHT SOURCE OPTICS OPTIONS LENS FINISH 1 Uses sane iniormalicr, Ij BALLAST FIXTURE/WALLBRACKET WATTS/TYPE/VOLTS _ boxes as,,vall fixture i5a3 PI'iPI3-�•1 7543TRS0DWBBB' 100E1P5]20 RE3G' j HI'5700/h1ED- I C+°: I3K. y —� FIXTURE I PIER EASE j HANGING FIXTURES LIGHT SOURCE oroa OVERALL BALLAST OPTICS OPTIONS LENS FINISH NCHES FIXTURE/HANGING BRACKET DROP IN INCHES WATTS/TYPE/VCLTS �,' 7513TF/ Ti W: i 48 L'vCHti5 / IIvCAND / 3L / / C.i ,; �i BK _ PART NUMBER SELECTIONS FIXTURES WALL POST ARMS WALL BALLASTS' LAMPS' FINISHES ° 7 43TF BRACKET • 78FM BRACKET • 35HPSz - HPS35iMED STANDARD - 754 AH ARMS WITH 78TF1v1 ARMS - 50HPS3 • HPS50/MED EK Black • - 43TFH BALLAST BOX 478PM 78W13 - 70HPS - HPS70/MED - `✓G Verde Green • 78WEEB 478TSPM 7874,,113 - 100HPS - HPS100/MED • PG Park Green _ENSES 78-7•NBBB • 80PM 478WB - 150HPS • HPS150/MED - ABZ Arch.led ' CSA 478'JJBBB 80DPM 478TE'WS - 50MH • Iv11-150JAED Bronze - CA 478TS'NBEB 80TPM 801VB - 70MH • MH70/MED • SI Swedisn Iron ` CTA 80WEBB 80DTPM 80TVVB • 100MH • MH 100'IMED ' PA 80DVVBBB • 48OPM 80TIVM • 150MH • MH150 MED FINISHES ' 'OVA • 80TWBB6 • 55PM 48OWB • 26PLT - PLT26 CUSTOM • 80DTW'BBB • 55LPM 55WB • 32PLT - PLT32 • WH VIhite PIER BASES • 480WEBB • 12 1 PM 55LWB - 42FLT • PLT42 PT Rust • PB44 ° 480DWEBB 6236PM 6236W13 • INCAND • DB Dark Eronze • PB27B • 55'WEBB TAPT TAWB VOLTAGES - C",,t Costom Match • 551-1IJEEB TASCRPT TASCRW'B HANGING 120 • 62 36WBBB 121 WE BRACKETS • 208 OPTICS • TASCRWB • 121CM%N13 - CH44 • 240 • RE3G • 121 WBBB° • SH44 • 277 REbi✓ • CH2713 • 480 ALZAK - SH27B • MULTI HSS • CH28 (120-277) FHC` • SH28 • 3L NOTES' Pole mc. ^led fixtures -requires ballast ',o be mounted !n pole base. Nail no.:nfed fixtures - requires wall bracket arms vriih ballast box. Pier mou^:ted fixtures - require P528 or P52'6 it bailasied. Hanging fixtures - require 6} ✓SH28 or CH/SH2713 !f bal!asted. 35HPS is I20 volt only. 50HPS wailante as 120 or 277 volt or!y. Others are special order. 4 Medium base socket only ,-,,hen used to house lamp. 5 Sianoard is clear, for coated HID lamps odd C (MH70/C,'MECD). Meeiurrt base sockets standard. Mercury vapor bail asts are available. ° Cuslcm ballast box. OPTIONS • PEC1 Photocell-Eimetal 120 Volt • PEC2 Photocell-Eimetal -�C8-27-'dolt • PEC1-E Phctccell-Eiectrcnic 120 :rc(t • PEC2-E Photocell-Eiecirenic 208-277 Volt • FHS Single Fuse & Holder-120,27 7Volt • FHD Dual Fuse & Holder-208.240,480 Vott • OR Quartz Pe -Strike • PF Pineapple Finial cr rcnt !TH., iASCEj • BF Ball Finial or :`ont ' L,="o^PS Select 'rGr^ list C1 It E J dN-B `11 401 vak Park A� , Niles, :L "30 14 • 84 -588- '00 • Fax 84-7- 3 ` C) / YrP3S_LCF �`G1FI'"IT'?PJ wwv. s,errlbergiiL;rting.c�m Email: ;r fci sfernLergllgh;irg. Vintage Lighting Fixtures LIST NO. thertno photocell shall be designed to turn -on at 1.0 footcandle and turn-off at not more than 7543TF NANTUCKET fcotcandies. The electronic button type photocell is instant on and a-10 second turn off and SERIES shall turn -on at 1.5 footcandles with a turn-off at of 2-3 footcandles. Photocells are either 120 volt or 208 thru 277 volt. Photocells are not pre -wired as ballast housin, assemblies and fitters are packaged separately for ease of wiring to source. ARMS All arms are made of cast alununum ar.dlor extruded alurlinum. Arens wide decorative filigree have meticulously detailed scroll work and gracefully cur red brackets. All 7_543TF futures will have its fitter mechanically attached to the arms. Each arm shall be bolted to a post mount adapter, which is welded to the pole to ensure proper alignment to the base. TN and 579 arms will be attached the decorative center hub which will slip fit the center tenon of the pole. Arms are pre -wired for ease of installation. FINISH Prior to coating, each assembly is ground etched or sandblasted to create a uniform surface tex- ture and to ensure superior bonding of primer and finish coat. Two coats of wash primer are applied to increase bonding strength followed by t,.�,o coats of semi -gloss Sherwin `~Williams industrial enamel. The total assembly is wrapped in shockproof wrapping and then fully enclosed in corrugated cartons. WARRANTY Three-year limited warranty. See warranty literature for details. cS'ER B 40� yak k �'i'c �a m - t, ,1410 L 8-3 CIQ F x L x Nww. Email: into s�ernbergifgr,in0 c��m C)TLFI0TBEITw ARMPOST. MOUNT (:PM),6r,WALL BRACKETS-,(W,B-,Y, 47 8 E F 5 91W 16 I r7!55 478 II r4FE- RWB CC3693 62R Scrolls for RNB RPM CC3693 CC93 Scrolls for 62R for RPM Scrolls 2.2 214 Qpm 678 47SU 47BUF CDVB ni 6236U so 80D TV 480 430D —K- TA 86 CAS 4'- 6'- 8' �sMA � 4'- 6' e ,';'3 EIVVBEItG GENERAL The RLM & SPRLM series is a traditional downlight fixture which consists of a spun aluminum shade and optic lens. BALLAST The ballast shall be remote mounted in the base of the pole, pole shaft, arm or ballast box. ELECTRICAL 'The fixture shall be U.L. listed. H.I.D. ballasts shall be high power factor with lamp starting down to —30 degree F. Medium base and mogul base porcelain sockets are 4KV rated. All compact fluorescent (PL) ballasts shall be instant start electronic with a starting temperature of down to 0 degrees F. They shall have a 4-pin socket to accept quad or tTiple tube lamps. Vintage Dawn Lighting Fixtures SHADE The RLM shade shall be made of .100 thick spun aluminum and have an outside diameter of 16" (Model RL N1i 6), 1 S3' (Model RLMI SI '_'4" i'lModel RL-124). It shall be have a smooth spun neck for connection to an arm end or tenon. The shade shall be mechanically attached to the arrn using a 3/8" threaded pipe and gasket washer. The SPRUM shade shall be made of .100 thick spun aluminum and have an outside diameter of (Model SPRLMI S), -10" (,Model SPRL. v1?0), 24" Cvlodel SPRL1vi?4). It shall be have stepped spun neck: for connection to an arm end or tenon. The shade shall be mechanically attached to the arm using arS" threaded pipe and gasket washer. OPTICAL OPTIONS The fixture shall be supplied with a Refractor lens which shall be 9" diarneter polvcarbonate with an I.L.S. Type 3 distribution (R3P) or Type j distribution (R51'). It shall be secured to the spun holder with a spring snap ring. The fixture shall be suoolied with a Glass Jar Lamp Protector (GJ) is a clear ..,lass jar which envelops the lamp and is threaded into a cast aluminum holder. It shall have an aluminum guard over the lens. The fixture shall be supplied with a W-lute Glass Globe (G10) which snail measure 10" diameter and envelops the lamp and is mechanically attached to its holder. The Fixture shall be supplied )xlLh a 1910 Acorn which shall be made of clear frosted )olycarbon- ate and envelops the lamp. I he ,`i:.ure shall be supplied ,with a 14" diameter white pch c rbonate �>lobe (Gi lVv-p) or ::cr !ic `Icibe i G I4 ,VA). it e globe cnvelopes the Frump and is inec11anIca1iv attached to :ts holder. Highly Reflec've GCSS M11 unaers�de Shade Avadatle up Io 24' V Polycwbcr R&Tac'or 'ype 3 t0p!onaf) LIST NO. RL,V. SPRL.V SERIES PHOTOCELLS phctocclls �ilall iDe eithcr the thermo bl metal bulton tv'-�e ';r the eleclm)nlc buticn t-vPe- be mounted 'n the pole shalt_ The Lhemmno pnotocoll snail be jesLc7,icd to tul-t-on at 1.0 eot- Ca lr?mcd on FtI XTURE R5P!RLM16 R3P/RLM16 16' VV G10;RLN116 13" :v 19101 RLM TERN BE I t6 13 `: �1 12�r: r�----�� 14 b." � 16" GJIRLM18 GJIRLM24 GJlRLMSPI8 GJiRLMSP20 GJiRLMSP24 1B" `✓J 24' W 18' JV 24' W Y R5P/RLM18 R5P/RLM24 R5P/RLMSP18 R5PIRLMSP20 R5PIRLMSP2_4 R3P1RLM18 R3P/RLM24 R3PIRLMSPIB R3PIRLMSP20 R3P/RLMSP24 24"JJ 1B' VV 2C IN 24' SV G10/RLM18 G101RLM24 Gi0/RLMSPI8 G101RLMSP20 Gi0/RLMSP24 G14WP/RLMSP20 G14WA/RLMSP20 1910/RLMSP22O BALLASTED WALL MOUNTS HANG ING'BRACKETS :;BALL4STER;CEWNGWl}C}NTS so Cl1278 SH27E For up to 100 "Natt Callasts OVERALL DROP IN bQ INC`iES _ y ES 88 SH44 -- ---- -- CH44 CH28 Si-i28 -Va'I 3allast 'Nall rallast Stem ; -- v and Shan Foi T>50 Cvx cx 'or Larger Hung _ �___ =,un� 175 �rltatt ballasts .f! S TS �. ARMS PDST,MDUNT,(PM) or_tNALL BRACKE(Waj SeA' firms Section for'rare iriformaticn 1 E 24' --y' ji T 17 J' 4 8EF 91W j� RWB q �I Qpm I CC3693 Scrolls for RWB iJ CC3693 SC roils for RPM 62R f tI CC93 for 62R Scrolls 478U d- 16': n' 478UF 55LD p� II CDVH CDVB I 6236U i� SOD I� 480 ` 4800 10'� �I �. TA CAS 4'- 6'- 8' j CCA 4'- 6' (S, TER NBERG Vintage Down Lighting Specifications = FIXTURE WATTS /TYPE !VOLTS FXTUREIPOSTARM 2 — I GIp1RLM111F,*R 4 / ❑ PT/ L3900 AG / 11R0IiI'5120 / fLl'Sl(10141ED I$K WALL FIXTURES LIGHT SOURCE OPTICS OPTIONS FINISH j BALLAST FIXTURE/WALL BRACKET WATTS/TYPE/VOLTS R5P!PLN116/62RNV131I3, / lO�HPSL?6_ % / I BK, HANGING FIXTURES LIGHT SOURCE BAL AST DRY I OVERALL OPTICS OPTIONS FINISH H=5 FIXTURE) HANGING BRACKET DROP IN INCHES WATTS,TYPE/VOLTS [ZSP,72LhL16iSA28 ; 48 fti(fiES : i I OQ ffi S] 20 I 11f <I Ot)/MF,II ; 1 k TART NUMBER SELECTIONS ` '..... .... a t..��. FIXTURES • GJ/RLM16 • GJ/RLM18 • GJRLM24 • RSP/RLM16 • R5P/RLM18 • R5P/RLN124 • 310iRLM16 • G10iRLM18 • G101RL%124 • GJ/SRLM18 • GJiSRLN120 • GJISRLM24 • RSP1SRl-.J13 • RSP!SRLP.120 • RSP!SRLM24 • G1C/SRLM18 G1C/SR!-,M20 • :3 1O/SRL N124 POST ARMS • 86PM • 30PM • 80DPM • 43OPM • 480DP%4 • 478Ph1 • 478FFM • 478UPM • 478UFPM • TAPT • TASUPT • 47BEFPM • 678Ffv1 • 55LDPM • 6236UPM • CDVHPM 91 i^JPM • RPr.I • CPM • CA4' • CA6' • CA8' POST ARMS 6 • SMA.46 • SMA6a • CCA46 C CA6' • CAS4' CASE' • CASe° HANGING BRACKETS • CH44 • SH44 • CH27E • S H 2 7 E • CH28 S H2.8 VOLTAGES • 12C • LCS • 240 • 277 • 480 • ?VI U LT 1 WALL BRACKET ARMS • 86VVE • 80wB • 80DVVB • 480WB • 480DVVB • 478WB • 478FNB - 478UANE • 478UFJVB . T"' WB • TASULNB • 478EF`NB • 678WE • 55LDWB • 6236UW'B CDVHWB 91 WWB R`JVB 62 R,'Z WALL BRACKET ARMS WITH BALLAST BOX • 80WBEB • 80DWEB • 480WBBB • 480DVVBBB • 478WBEB • 478FWEBB • 478UVVBBB • 478UFPJBEB TAWEEB • TASUVVBBB • 478EF`VBBB • 55LDWBBB • 6236U%"BBB • 91 �,rwvEB B • R VISBB • 62RWEEB NOTES. 1 35HPS is 120 volt oniv sockets standard with eailasts 2 SOHPS available as 1-0 cr . 7 volt only_ ur to ?75 watts. Mercury vapor Others are special order. ballasts are available. 17` watt maximum. s Au'd �S) Spike or (6! Eall after a Star, -card is tear For coateo HTV lamps arm number o aesignate type add C ire"H-O �C' )AEE). Medium base of finial. BALLASTS • 35HPSI • 50HPS' • 70HPS • 106HF'S • 150HFS • 50tv1H • 70MH • 100MH • 150M H • 175MH • 26PLT 3LFLT • 42PLT • INCAND FINISHES CUSTOM • `O-1 White • RT Rust • DE Dark Eronze CM .,,;stem Match LAMPS` • HPS35/MED • HPS50,1MED • HFS70NIED • HPS100/MED • HPS150/MED • HFS2501P10G • MH50/tv1ED • MH70/MED • MH100/MED • MH1501MED • MH175/%1ED • PLT26 • P L T 32 FINISHES STANDARD • BK B!ac,k • VG Verde Green-, PG Park Green • f,,BLArch MEd Eronze • SI Swedish Iron OPTIONS • PEC1 Photccell-Bimetal 120 Volt • PEC2 Photccell-Eimetal208-2-7 iolt • PEC1-E 0hetcceil-Eectronic 120 Vcit PizC2-E Photccell-Eiectronic 2C8 Volt • FHS Sincie Fuse and Holder-120,27"Vlt FHD Dual F1-Ise and Holder -208,240 80 'volt • R Cuar,z Re-Slnke • PF Pineapple Finial or Font • EF Ball Finial or ont ,TA, TASCR) • CC 693 Scrolls for F.FM �Rr'ws) • C1--93 Scrolls for 52R • LAMPS Select from list r��.1Vf� ? t01 Cap , art:. v �ile�, I o0l' x 54 58£� r0 LJJ' y i ZT{�n F� I.Y�T VM"N Siefi Eryl, i tIT;C Cv l Emal! rllcJSteFnDeFC�lIC ltlrlQ i; P-orecto Fn;nrf n; 886o-3;ghwav �uOru.son Code. Alurms Osseo, �'1 C�3FQ- SCC Phone: 763-425-ICOJ Fax: 763—425-223� Futrell Fire -o w"N..;dfcdi.cona Consult KDesign, Inc. Jon Sutherland October 29, 2003 Building Official City of Albertville 5975 Main Avenue NE P.O. Box 9 Albertville, MN 55301-9976 Re Review of Fire Department Access and Water Supplies Seasonal Concepts Shoppes at Town Lakes Albertville, MN Dear Jon: I have reviewed site plans for the new Seasonal Concepts development that were provided to us by the City of Albertville. This report details my review of these plans to determine if they are reasonably in compliance with Chapter 5 of the 2003 Minnesota State Fire Code (MSFC) for fire service features including fire department access and water supplies. Futrell Fire Consult and Design Inc. (FFCDI) is involved in the review based on your city's contract with us to provide plan review services to the City of Albertville. Any comments in this review should be considered recommendations for your consideration, since FFCDI is not the Authority Having Jurisdiction for fire protection issues in the City of Albertville, nor is FFCDI the engineer or designer of record for this project. The scope of this review is limited to the fire service features and related site water supply for firefighting purposes. Any opinion of compliance should in no way be construed as approval or acceptance of the plans submitted by this contractor until they have received approval from the City of Albertville_ This letter does not authorize the contractor to purchase materials or begin installation on the project. Finally, this review is based on evaluation with the codes and standards applicable to Minnesota and does not include determining compliance with provisions in bid documents, contracts or insurance standards. Insufficient information was provided to allow the complete plans to be reviewed. In those areas where information is missing, we have summarized the applicable fire code requirements to provide the City with the appropriate requirements. ctober 29 2003 Seasonal Concepts EXHIBIT M Page I of 6 Based on the fact that insufficient information was provided, this submittal does not appear to be in compliance with the codes and standards as indicated. I recommend that the City of Albertville find the submittal not acceptable, pending compliance with the items identified below, submission of updated plans and any subsequent reviews you feel necessary. MATERIALS REVIEWED This plan review is based on the following materials submitted to FFCDI. • RSP Architects — Al 00 Floor Plans dated 10/14/2003 • RSP Architects — A200 Exterior Elevations dated 10/14/2003 • RSP Architects — A201 Exterior Elevations dated 10/14/2003 • Westwood — Drawing 1 of 4 Preliminary Site Plan dated 10/14/2003 • Westwood — Drawing 2 of 4 Preliminary Grading, drainage dated 10/14/2003 • Westwood — Drawing 3 of 4 Preliminary Utility Plan dated 10/14/2003 • Westwood — Drawing 1 of 4 Preliminary Landscape Plan dated 10/14/2003 It is expected that this review would need to be modified based on data not included in the above list, as all of the relevant material has not been provided. Information about specific materials in the form of manufacturer's cut sheets or literature were not provided, thus this review does not include analysis of any specific product or its suitability for use. STANDARDS USED TO CONDUCT THIS REVIEW This plan review is based on the following standards as adopted in Minnesota: • Minnesota State Fire Code (2003) comprised of the 2000 International Fire Code plus state amendments (SFC). • Minnesota State Fire Code (2003) optional Appendix Chapters B, C and D. • NFPA 13 (1999) edition. ADDITIONAL INFORMATION USED TO CONDUCT THIS REVIEW Based on a review of the plans, it appears these buildings most nearly resemble: 1. These buildings appear to be Type III-B construction, although the plans show insufficient information to verify the actual construction type. If they were not Type ill-B construction. we would need to modify our conclusions. 2. Maximum building size: 20,000 square feet for building B and 4,800 square feet foi building A. 3. Type `M" Mercantile Occupancy with a dedicated portion of building B indicated as storage. 4. Single story buildings. Gc+ober 29. 200'3 Seasonal Concepis Page 2 of 6 5. Not enough information is provided to determine if the buildings will be protected with automatic sprinklers. 6. Water flow test information from the Albertville water department: Static: 65 psig, residual: 35 psig with 1036 gpm flowing on the main at County Road 19 and 671h Street. This is based on information we received for a previous project, so if this data were not applicable to this site, we would need to revise our analysis. Listed below you will find the items included in the review and whether or not they appear to comply with the provision in the Minnesota State Fire Code, the NFPA Standards, or other nationally recognized standards: General: 1. Fire apparatus access roads and water supplies for fire protection shall be installed and made serviceable prior to and during the time of construction [MSFC (2003) Section 501.4]. 2. Premises identification is required as indicated in MSFC (2003) Section 505. 3. The buildings will require a key (Knox) box located as approved by the Fire Chief [MSFC (2003) Section 506]. 4. Fire Department access to equipment and labeling of rooms is required [MSFC (2003) Section 510]. 5. If high -piled storage is anticipated (greater than 12 foot high storage of class I through IV commodities or greater than 6 foot high storage of high hazard or plastic commodities), the requirements of MSFC Chapter 23 will apply [MSFC (2003) Section 503.1.3]. Fire department access doors are required around all sides of a building containing high piled combustible storage and include doors at least every 100 lineal feet around the perimeter with approved locking arrangements [MSFC (2003) Section 2306.6.1]. 6. If sprinklered, a horn and strobe is recommended above each fire department connection for the sprinkler systems [State Fire Marshal Division policy and MSFC (2003) Section 9121. Fire Department Access Roads: Based on the current layout, portions of buildings A and B are over 150 feet from the road providing access to the building (Linwood Drive). Given that this exceeds the 150 feet permitted by MSFC (2003) Section 503.1.1, it appears that access to and the parking lot must meet the specifications for a fire apparatus access road in MSFC (2003) Section 503: a. This selection of roads would thus create a road though the property that would be considered the fire department apparatus road. b. Dimensions, construction, surface, turning radius, and grade shall comply with MSFC (2003) Section 503.2. Based on MSFC Appendix Chapter D, nationally recognized standards of good practice. and data �ctobei � 200� Seasonal Concepts Page 3 or applicable to typical fire department ladder apparatus, we recommend a minimum 33-foot inside turning radius and 48 foot outside turning radius for the access road around the building, with a minimum clear unobstructed width of 20 feet. This could be larger based on any special apparatus in your fire department. c. It appears that dimensions within the apparatus road are in compliance with the MSFC however these requirements should be verified. d. We recommend posting of the parking lots and access road for no parking or signage to indicate that the apparatus road should not be obstructed at any time [MSFC (2003) Section 503.3 and 503.4]. MSFC (2003) Appendix D recommends posting "no parking' on at least one side for roads between 20 feet and 26 feet wide such as is provided here. Fire Department Water Supplies: 1. Fire protection water requirements shall be in accordance with MSFC (2003) Section 508 -and MSFC Appendix B (a nationally recognized standard). For a non-sprinklered structure of 20,000 square feet total floor area, the minimum fire flow is required to be 3,000 gpm for 3 hours with a minimum residual pressure of 20 psig. If these buildings are greater than one story in height the fire flow requirements must be reevaluated. 2. It would appear, by extrapolating the water flow test results that the minimum, or 3,000 gpm may not be available at a residual pressure greater than 20 psig. It is strongly recommend that a water flow test should be taken at the site to verify the maximum flow at 20 psi, since the water flow test was conducted with a maximum flow rate of 1,036 gpm. If the buildings are sprinklered then the required fire flow can be reduced significantly. Since information on the water supply capacities was not provided, the three-hour duration for minimum flow rate requirement has not been verified. 3. Fire hydrant locations shall be in accordance with MSFC Appendix C (nationally recognized standard). The minimum number of hydrants (three) appears to be provided with adequate average spacing between hydrants of 400 feet. Although not indicated on this plan it appears that additional hydrants will be installed in Linwood Drive. The required distance between hydrants is 400 feet from MSFC (2003) Table C105.1. 4. Because they are subject to damage by vehicles, we recommend that any fire hydrants located in the property be protected from vehicle impact according the MSFC (2003) Sections 508.5.6 and 312. 5 The fire department connection for a sprinkler system should be located within 50 to 100 feet of a fire hydrant. A proposed fire department connection is not shown on the plans, so this distance could not be verified. This review is not necessarily intended to indicate all of the deficiencies on 'these plans, nor does this review relieve the designer of any of their responsibility to furnish October 29. 2003 Seasonal Concepts `28c;6 4 of 6 documents in accordance with the State of Minnesota, the State Building Code, the Minnesota State Fire Code, NFPA or other recognized standards. If you have any questions or wish to discuss the contents of this letter, please feel free to contact me. Sincerely, FUTRELL FIRE CONSULT & DESIGN, INC. Ken Strand Fire Protection Engineer cc: City of Albertville — Ms. Linda Goeb, City Administrator City of Albertville — Mr. Kevin Roden, Fire Chief ricber Lg. -7003 SeasOnai 'Concepts Page J ui DISCLAIMER This report has been prepared by FFCDI based on the information available to us as provided by the client and is limited to a review of the fire service features and water supply as defined in Chapter 5 of the MSFC for this facility. FFCDI has not determined if the client or building is in compliance with any laws, rules, codes or standards. The scope of this report is limited to that in the contract between the client and FFCDI and is not to be used for other designs, locations, installations or situations outside those for which it was intended. FFCDI is not responsible for implementation, interpretation or confirmation of recommendations or requirements, including those indicated in this report, unless provided for in additional contracts outside the scope of the current work. Should the client not retain the services of FFCDI to review the implementation or any other use of this report through site observation, inspection, or audits, then the client and any end users agree to assume full liability and responsibility for the verification, implementation, interpretation, or any other use of this report and its findings for any purpose including, but not limited to development of construction documents, approval, or any other implementation in any form. Additionally, the recommendations in this report are based on responsible parties, other than FFCDI, such as the building owner/operator maintaining the fire protection, systems, maintenance, housekeeping and storage in accordance with local, state and national laws, and nationally recognized standards, including those outlined in this report. Report copyright FFCDI 2003_ OC10Jer 29. 2003 Seasonal Concepts gage o of 3 I I I I fi ,f,� ,>! :2�� F, i �- __-_.-. � � Yir'. ;(. lil �� 7� ..._ f - ` � _. - �. .. __.._ �j ` E i ,<r _ .� :, .- r -� :; :;: r cn m � ,_ W � � �, v t \ d i 1 old G i t 14 t I . I 1 I I r it III G,LI II CITY OF ALBERTVILLE City Council Findings of Fact & Decision Albertville Dental, Rezoning, Preliminary Plat Conditional Use Permit and Site Plan Applicant's Name: Jerry Brekke, Risk Control Inc. Request: Jerry Brekke of Risk Control Inc. has requested approval of the following applications.- 1 . Comprehensive Plan amendment to change the land use from residential to commercial. 2. Rezoning of the land from R-1A to PUD commercial. 3. Preliminary Plat Review. 4. Conditional Use Permit to allow for impervious surface in excess -of 25 percent within a Shoreland District. 5. Site and Building Plan permit approval. The expressed intention of these applications are to consolidate parcels and develop a medical clinic on the site. Planning Commission Public Hearing Date: November 12, 2003. City Council Meeting Date: December 2, 2003. Findings of Fact: Based on review of the application and evidence received, the City Council now makes the following finding of fact and decision: A. The legal description of the subject property is as follows: See Attached. B. The Planning Report dated November 7th, 2003 from Northwest Associated Consultants is incorporated herein. C. The Engineer's report dated October 27th, 2003 from SEH is incorporated herein. D. The proposed use can be accommodated with existing public services and will not overburden the City's service capacity. E. Traffic generated by the proposed use is within capabilities of streets serving the property as proposed. F. The requirements of the Albertville Zoning Ordinance have been reviewed in relation to proposed plans. G. The proposed actions have been considered in relation to the specific policies and provisions of and have been found to be consistent with the Comprehensive Plan. H. The proposed development will be compatible with present and future land uses of the area. The proposed use conforms to all applicable Zoning Ordinance performance standards. J. The proposed use will not tend to or actually depreciate the area in which it is proposed. Decision: Based on the foregoing information and applicable ordinances, the City Council APPROVES the Rezoning, Preliminary Plat, Conditional Use Permit, and Site and Building Plan based on the most current plans and information received to date subject to the following conditions: Comprehensive Plan and Rezoning Approval Ppproval is based on the condition that the only uses allowed within the Albertville Dental Addition shall be prowl, commercial, and medical offices. J 2"� 4 Prelir6inary'Plat Approval 1. Proper dedication of utility and drainage easements along the property lines and utility lines entering the site are subject to City Engineer approval. 2. The lot area in Lot 3 that lies below the delineated wetland high water mark shall be platted as an outlotA dr inag and utility easement shall be required over , this outlot. �� /f ` 3. A trail easement dedication shall be required along the east side of Lot 3. 4. Cross easements for shared access and parking across all lots shall be submitted for Council approval. 5. Association documents shall be submitted with the final plat outlining access and parking area maintenance. 6. Demarcation of wetland buffers with permanent markers shall be required and L approved by the City Planner. L� Conditio��Use�rmit A -roval Based on review of the impervious surface standards; approval is granted for impervious surface in excess of 25 percent of the lot area. Site and Building Plan Approval 1. The site plan shall be revised to illustrate future access to the property located immediately west of Albertville Dental Addition. 2. The parking lot shall be designed in a manner that demonstrates full compliance with the dimensional requirements for parking stalls. All required parking shall be constructed with the initial development. 3. The applicant shall demonstrate that the parking lot is adequately dimensioned to accommodate fire vehicle circulation. 4. The applicant shall identify required disability parking standards. 5. The applicant shall identify snow storage areas or a snow removal plan as part of the PUD site and building plan approval. 6. The applicant shall comply with the City Engineer's recommendations dated October 27`h, 2003. 7. The landscape plan shall be adjusted so that the wetland buffer area utilize wetland vegetation as a buffer between the building site and the wetland boundary. 8. All landscaping areas shall be irrigated. 9. Lighting fixtures shall have flat lenses and pole heights shall be limited to 30 feet. 10. The applicant shall submit a detailed trash enclosure elevation for Citv review and approval. 11. The applicant shall submit a comprehensive sign plan for the site. Adopted by the Albertville City Council this day of December, 2003. City of Albertville Don Peterson, Mayor Attest: By: Larry Krase, City Administrator CITY OF ALBERTVILLE WRIGHT COUNTY, MINNESOTA ORDINANCE NO. 2003- AN ORDINANCE AMENDING THE ZONING MAP OF A CERTAIN PROPERTY WITHIN THE CITY OF ALBERTVILLE FROM R-1A TO PUD. THE CITY COUNCIL OF THE CITY OF ALBERTVILLE, MINNESOTA ORDAINS: SECTION 1. THE ZONING MAP AND THE FOLLOWING PARCELS ARE HEREBY AMENDED FROM R-1A TO PUD AND SHALL RESTRICT THE USES TO PROFESSIONAL, COMMERCIAL, AND MEDICAL OFFICES, AND ARE LEGALLY DESCRIBED AS FOLLOWS: Parcel 1. Commencing,at that part of Government Lot 1, Section 2, Township 120, Range 24, Wright County, Minnesota, which lies southerly of the centerline of County State Aid Highway No. 18 (a.k.a. Jason Avenue) and which lies westerly of the following described line: Commencing at the southeast corner of said Government Lot 1; thence westerly along the south line of said Government Lot 1 a distance of 638.00 feet to the point of beginning of the line to be described; thence northerly deflecting to the right 90 degrees 00 minutes 00 seconds a distance of 500.00 feet and said line there terminating. EXCEPT that part platted as HEURING ADDITION, Wright County, Minnesota. And That part of the Southwest Quarter of the Southeast Quarter of Section 2, Township 120, Range 24, Wright County, Minnesota, which lies southerly of HEURING ADDITION and southeasterly of the southwesterly extension of the northwesterly line of HEURING ADDITION, EXCEPT that part platted as ALBERT VILLAS SIXTH ADDITION, Wright County, Minnesota. • Lots 1, 2, 3, Block 1, and Outlot A, all in HEURING ADDITION, Wright County, Minnesota. SECTION 2. THIS AMENDMENT SHALL BE IN FULL FORCE AND EFFECT IMMEDIATELY FOLLOWING ITS PASSAGE AND PUBLICATION. Approved by the Albertville City Council this day c;f Decerviber 2003. City of Albertville Don Peterson, Mayor ATTEST: Larry Krase, City Administrator IAI �SEN MEMORANDUM 1200 25th Avenue South, P 0- Box 1 7 1, St Cloud, ?n^J 56302 171' TO: Linda Goeb Albertville City Administrator FROM: Peter J. Carlson, P.E. Albertville City Engineer DATE: October 27, 2003 RE: Site Plan Review Albertville Dental Addition Albertville, klinnesota SEH No. A-ALBEV0401.00 D66 320229.4300sG0.572.J6 ' 320229.4301 FAX I have reviewed the above referenced site plan and have the following comments: 1. It is unknown if the existing house to the ~vest will someday redevelopment into some tv-Pe of commercial development However we should plain for that possibility_ with respect to access. Space for a tvture driveway shall be provided on the site plan. 2. On sheet I no room is provided 16r the pedestrian trail to the south to connect to the trail along CSAH 13. This trail corridor shall be provided in the site plan. The owner of the existin..1 home to the west has indicated that he does not want the trail along his west property line. There is room for this trail connection in the rear of Lot 3. It is also recommended that the trail connection be made with the Phase 1 constniction of this deg°elopment The proposed hydrant shown to the north of Lot 1 shall be relocated to the median area between Lots 1 and 3. This location %will allow all buildings to he within 1 �0 feet of a t-ire hvdrar)t and eliminate the need for a future fivdrant. Please call me if you have any questions. call c: .elan Brixius, City Planner Mike Couri, City Attorney, Scott Hedlund. Quality Site Desi��n _,il�f:, Flh()n HCfI(7!'C i.,`,Jfl Iflr. ',.'JI Trll'.i lf.l, F?Cll'.Imly 'InlL,,er E It -211 1 B I T t; rr.aro-con =ngineering ti Pvess'on - Code. -Alarms Futrell Fire Consult 9c Design, Inc. Jon Sutherland Building Official City of Albertville 5975 Main Avenue NE P.O. Box 9 Albertville, MN 55301-9976 Re: Review of Fire Department Access and Water Supplies A.lb.er-tville Dental Addition Jason Avenue NE near 4911' Court Albertville, MN Dear Jon: 886c Jefferson H,g,hw,, Osseo, LtN 55,36t�- 5oc Phone: tj�-425 TCCI Fax: 63-425-2234 www.ffcd1. com October 29, 2003 I have reviewed site plans for the new Albertville Dental Addition development that were provided to us by the City of Albertville. This report details my review of these plans to determine if they are reasonably in compliance with Chapter 5 of the 2003 Minnesota State Fire Code (MSFC) for fire service features including fire department access and water supplies. Futrell Fire Consult and Design Inc. (FFCDI) is involved in the review based on your city's contract with us to provide plan review services to the City of Albertville. Any comments in this review should be considered recommendations for your consideration, since FFCDI is not the Authority Having Jurisdiction for fire protection issues in the City of Albertville, nor is FFCDI the engineer or designer of record for this project. The scope of this review is limited to the fire service features and related site water supply for firefighting purposes. Any opinion of compliance should in no way be construed as approval or acceptance of the plans submitted by this contractor until they have received approval from the City of Albertville. This letter does not authorize the contractor to purchase materials or begin installation on the project. Finally, this review is based on evaluation with the codes and standards applicable to Minnesota and does not include determining compliance with provisions in bid documents, contracts or insurance standards. Insufficient information was provided to allow the complete plans to be reviewed. In those areas where information is missing, we have summarized the applicable fire code requirements to provide the City with the appropriate requirements. October 29, 2003 albeiiville Dental Acdition Page 1 of Based on the fact that insufficient information was provided, this submittal does not appear to be in compliance with the codes and standards as indicated. I recommend that the City of Albertville find the submittal not acceptable, pending compliance with the items identified below, submission of updated plans and any subsequent reviews you feel necessary. MATERIALS REVIEWED This plan review is based on the following materials submitted to FFCDL • Drawing 1 of 7 dated 10/10/2003 — Preliminary Plat • Drawing 2 of 7 dated 10/10/2003 — Existing Conditions • Drawing 3 of 7 dated 10/10/2003 — Site Plan • Drawing 4 of 7 dated 10/10/2003 — Grading, Drainage, Erosion • Drawing 5 of 7 dated 10/10/2003 — Utility Plan • Drawing 6 of 7 dated 10/10/2003 — Paving Plan • Drawing 7 of 7 dated 10/10/2003 — Phasing Plan It is expected that this review would need to be modified based on data not included in the above list, should all of the relevant material not be provided. Information about specific materials in the form of manufacturer's cut sheets or literature were not provided, thus this review does not include analysis of any specific product or its suitability for use. STANDARDS USED TO CONDUCT THIS REVIEW This plan review is based on the following standards as adopted in Minnesota: • Minnesota State Fire Code (2003) comprised of the 2000 International Fire Code plus state amendments (SFC). • Minnesota State Fire Code (2003) optional Appendix Chapters B, C and D. • NFPA 13 (1999) edition. ADDITIONAL INFORMATION USED TO CONDUCT THIS REVIEW Based on a review of the plans. it appears these buildings most nearly resemble: 1. No information has been provided on these buildings except for layout and area. Each building is shown as 2,960 square feet. 2. No information has been provided on whether the buildings will be protected with automatic sprinklers. 3. No information has been provided on the type of construction. 4. No information has been provided on the height of each building. 5 No water flow test information was available from the City of Albewille water department. This information is required to complete this review. (--�ctober 29. 2003 ,-`,Ibeslviile Dental ,'d ,dition Page 2 nt 5 Listed below you will find the items included in the review and whether or not they appear to comply with the provision in the Minnesota State Fire Code, the NFPA Standards, or other nationally recognized standards: General: 1. Fire apparatus access roads and water supplies for fire protection shall be installed and made serviceable prior to and during the time of construction [MSFC (2003) Section 501.4]. 2. Premises identification is required as indicated in MSFC (2003) Section 505. 3. The buildings will require a key (Knox) box located as approved by the Fire Chief [MSFC (2003) Section 506]. 4. Fire Department access to equipment and labeling of rooms is required [MSFC (2003) Section 510]. 5. If high -piled storage is anticipated (greater than 12 foot high storage of class I through IV commodities or greater than 6 foot high storage of high hazard or plastic commodities), the requirements of MSFC Chapter 23 will apply [MSFC (2003) Section 503.1.31. Fire department access doors are required around all sides of a building containing high piled combustible storage and include doors at least every 100 lineal feet around the perimeter with approved locking arrangements [MSFC (2003) Section 2306.6.1]. 6 If sprinklered, a horn and strobe is recommended above each fire department connection for the sprinkler systems [State Fire Marshal Division policy and MSFC (2003) Section 912]. Fire Department Access Roads: 7. Based on the current layout, proposed buildings 1, 2 and 3 are over 250 feet from the road providing access to the building (Jason Avenue). Given that this exceeds the 150 feet permitted by MSFC (2003) Section 503.1.1, it appears the following components, at a minimum, must meet the specifications for a fire apparatus access road in MSFC (2003) Section 503: • The parking lot for these buildings. 8. This use of the parking lot road would thus create a Loop though the property that would be considered the fire department apparatus road. 9. Dimensions, construction, surface, turning radius, and grade shall comply with MSFC (2003) Section 503.2. Based on MSFC Appendix Chapter D, nationally recognized standards of good practice, and data applicable to typical fire department ladder apparatus, we recommend a minimum 33-foot inside turning radius and 48 foot outside turning radius for the access road around the building, with a minimum clear unobstructed width of 20 feet. This could be larger based on any special apparatus in your fire department. October 29 2063 Albei lviile :Dental ;addition �-I3ae 'i �tpp6 10.It appears that dimensions within the apparatus road are in compliance with the MSFC, but insufficient space is provided to turn around. Therefore, the minimum turning radii given above should be provided. 11. We recommend posting of the fire apparatus access road around the building for no parking or signage to indicate that the apparatus road should not be obstructed at any time [MSFC (2003) Section 503.3 a,,d 503.4]. MSFC (2003) Appendix D recommends posting "no parking" on at least one side for roads between 20 feet and 26 feet wide such as is provided here. Fire Department Water Supplies: 12. Fire protection water requirements shall be in accordance with MSFC (2003) Section 508 and MSFC Appendix B (a nationally recognized standard). For a non- sprinklered structure of 2.960 square feet total floor area, the minimum fire flow is required to be 1,500 gpm for 2 hours with a minimum residual pressure of 20 psig. If these buildings are greater than one story in height the fire flow requirements must be reevaluated. 13. We do not have information on the available water supply at this time, so this portion of the plans could not be verified. According to the City of Albertville Water Department no hydrant flow test was available. 14. Fire hydrant locations shall be in accordance with MSFC Appendix C (nationally recognized standard). The minimum recommendations based on the MSFC are that: • A single fire hydrant is proposed as indicated and appears to be adequate based upon fire flow requirements. • A minimum flow rate of 1,500 gpm at 20 psi must be verified. 15. Because they are subject to damage by vehicles, we recommend that any fire hvdrants located in the property be protected from vehicle impact according the MSFC (2003) Sections 508.5.6 and 312. 16. The fire department connection for a sprinkler system should be located within 50 to 100 feet of a fire hydrant. A proposed fire department connection is not shown on the plans, so this distance could not be verified. This review is not necessarily intended to indicate all of the deficiencies on these plans, nor does this review relieve the designer of any of their responsibility to furnish documents in accordance with the State of Minnesota, the State Building Code, the Minnesota State Fire Code, NFPA or other recognized standards. If you have any questions or wish to discuss the contents of this letter. please feel free to contact me_ Sincerely; FUTRELL FIRE CONSULT & DESIGN. INC. October 29 =0C3 Albert✓ille mental=�.dditien F-'aqe 4 Jf 6 Ken Strand Fire Protection Engineer cc: City of Albertville — Ms. Linda Goeb, City Administrator City of Albertville — Mr. Kevin Roden, Fire Chief October 29.'70C'- Albert•✓i le Cental addition EXHMT - : DISCLAIMER This report has been prepared by FFCDI based on the information available to us as provided by the client and is limited to a review of the fire service features and water supply as defined in Chapter 5 of the MSFC for this facility. FFCDI has not determined if the client or building is in compliance with any laws, rules; codes or standards. The scope of this report is limited to that in the contract between the client and FFCDI and is not to be used for other designs, locations, installations or situations outside those for which it was intended. FFCDI is not responsible for implementation, interpretation or confirmation of recommendations or requirements, including those indicated in this report, unless provided for in additional contracts outside the scope of the current work. Should the client not retain the services of FFCDI to review the implementation or any other use of this report through site observation, inspection, or audits, then the client and any end users agree to assume full liability and responsibility for the verification, implementation, interpretation, or -any other use of this report and its findings for any purpose including, but not limited to development of construction documents, approval, or any other implementation in any form. Additionally, the recommendations in this report are based on responsible parties, other than FFCDI, such as the building owner/operator maintaining the fire protection, systems, maintenance; housekeeping and storage in accordance with local, state and national laws, and nationally recognized standards, including those outlined in this report. Report copyright FFCDI 2003. October 29 2-003 !-�,Ihertville mental Addition WRIGHT COUNTY DEPARTMENT OF HIGHWAYS Wright County Public W'orks Building 1901 Highway 25 North Buffalo, Minnesota 55313 Jct. T.H. 25 and C.R. 13S Telephone: (763) 682-7383 FAX: (763) 682-7313 November 24, 2003 I-lonorable Cite Council Members and Planning Commission Members City of Albertville 5975 Main Avenue NE P.O. Box 9 Albertville, MN 55301 Re: Preliminary Plat Review - Albertville Dental Addition Access to CSAH 18, City of Albertville Dear City Council Members & Planning Commission Members: WAYNE A- FINGALSON, P.E- Highway Engineer (763) 682-7388 VIRGIL G. HAWKINS, P E. Assistant Highway Engineer 1763) 682.7387 RICHARD E. MARQUME Right of Way Agent (763)682-7386 V\'e have received the preliminary plat for the above mentioned development that is proposed to be constructed on the south side of County State Aid Hightiyay (CSAH) 18 tiVe, have reviewed the preliminary plat N.vith regard to access spacing and right-ot-way issues along CSAH 18 only . Aspects of storm drainage, street irnprovemcnts, and grading internal to the development must be reviewed by the City Engineer to determine conformance to city standards. We offer the follov irigcommerits: 1. An access permit be required for the 1-1eN�7 commercial use access proposed. In accordance v,'ith the County_ 's poliC7 a inaxiimlm 30 ft. vv]de access will be allowed. A by-pass lane �,vill be required to be constructed on the north side of CS, -I -I 18 for the ncw- access to the development. 2. As a condition of the new commercial access, the two (2) existing 111.. l��— T 'r ia.l.� . ., , - �' `•• • •t—. -` ' driveWay & tY1e access located on the % esterly property Ilse). 3. 7 he existing right-of-�wav shown along CS,H IS on the plat is adequate. 4. A utility permit VVIII be required for any utility v,vork within the CSAH 18 right -of -way.] -his v%,ill cover any sanitary, waterrnain, or storm sev,\,er work within the CSAI-1 18 right-of-way. No o den cutti'w of CSAH 18 will be allowed for any utility work. A bond (or letter of credit) be required, amount to be determiricd, as part of the access and utilitv pern-ut. Specific requirements will be determined as part of the permit application process by I31-ticc_ Leinonen, Permit Technician, of our office. },goal �pfx;rG:n,ity Afjirmatit4 Action E:mplf' Cr Page Two Albertville Dental Addition Preliminary Plat - CSAH 18, Albertville November 24, 2003 3. Concrete curb for the parking lot must not extend into the CSAH 18 right-of-way. 6. Drainage within the right-of-vvay must be maintained. Currently, drainage is directed both east & west of the existing house drn7ewav access. 7. Any damage to the existing bituminous pathway x-vithin the County right-of=way shall be restored to the satisfaction of the City. We trust that this information is helpful to you and if you have any questions or concerns regarding the above comments please call meat 763-682-7387. Sincerely, Virgil G. Hawkins, P.E. Assistant County Engineer cc: Wayne Fingalson, County Engineer Jav VVIttstock, County Surveyor Bruce I-einonen, Permit Technician Steve Mever, Maintenance Superintendent Scott Dahlke, Quality Site Design, Inc. Pete Carlson, Citv Consultant Fngineer (S.E.H., Inc.) Plat Review File No. 03-26 I `. `� I)oCunwn is anJ ti Ilinn�� ;h'SF-1, �.1c L)o. um: nts`-1VIT. 1N,,IIAIA,-\CC1titi Alhi•ilciilc f)cn�nl :1ddi�i "�I- ti '�.IN, l 11.-.�;J sr, vJ >( LL m � Z If !' i _ I , � I i i f' dr^' t i r 5 i i r r .U� s _ i,,�eWIN� ®'E'lly So®_ i AA I lwf�n A LL Too pe too C14 w v) Q a o N-lS30 Dils�rnU 1 � L F W f� 1 vvi F W ijl �I Ii i._I F - 1 S rs c 1 1 i t I I s � 3 1 F I11 l iJ 1 i I i I,. ti \. l Y.tk:,' I 0 .�� J I I �' 1 � � � - �_ , `. �� %�� ,� O � _ _ _ � � � - I _ ,. t r ... �I �� I: � �� 1 � _ i I � � I_-. � � j �^ _ �: �. . � i y. � � � `., ,. _ _ � i , I.. I;. i-.:- _ i __i_� I I �:: i �L:�. O�_ - I '„ i � �;� i OA/UOSIJrDo I i I li I I I I , I P c I I ' � III LI ,.,_• I , I; lu I' %1 I I' Fjr 9 III' r r� r■ I I (' • j i I: III I I ' [y�� NORTHWEST ASSOCIATED CONSULTANTS, INC. 6775 Wayzata Boulevard, Suite 555, St. Louis Park, IVIN 55416 reiephone: 952.595.9e36 Facsimile: 952.595.953 7 plartnErs ^ tzac lanning.con� MEMORANDUM TO: Linda Goeb FROM: Alan Brixius DATE November 24, 2003 RE: Albertville — Zoning Ordinance Section 1000.10 (Outdoor Lighting) FILE NO: 163.05 — 03.01 At the November 3, 2003 City Council meeting, the Council considered a number of Zoning Ordinance amendments which included an amendment for outdoor lighting. In our review of this ordinance, it was determined that the City would delay action on approving these regulations to allow some modifications to Section 1000.10.F(2).f.1 which dealt with the hours of operation for commercial and industrial land uses. This provision stated that all illuminated window signs for advertising purposes shall be turned off between 12:00 AM and sunrise, except that said signs may be illuminated while the business facility on the premises is open for service. In the Council discussion, questions arose as to whether the commercial ground signs should be allowed to continue to be illuminated during these hours of operation if the business operation was closed. In considering the City Council's concerns, we offer the following language that can be incorporated into the proposed text amendment. 2. All illuminated ground signs and window signs for business identification or advertising purposes shall be turned off between 12:00 AM and sunrise; except that said sign may be illuminated while the business facility on the premises is open for service.. If this language is acceptable; then the ordinance as proposed along vwith this amendment may be adopted and we can make the final change in the text prier to the Mayor's signature. The Council raised issue with glare that may be produced from internally illuminated ground signs and asked for possible ordinance language that could address this issue. In examining the Sign Ordinance, under Section 10, permitted business signs, Section 10, Subd. 1.13 addresses ground signs for commercial and industrial operations. We offer the following language that attempts to respond to the Council's concern. 9. To avoid glare from internally illuminated ground signs, said sign faces shall have dark colored background with light colored lettering or symbols. Sign faces with white or light colored background shall be prohibited on internally illuminated ground signs. 10. Illuminated signs shall not produce more than one (1) foot candle illumination at the center line of any public street nor more than 0.4 (four - tenths) foot candle at the property line of any adjoining residential lot or parcel. The City Council is requested to act on the lighting ordinance amendment that was presented on November 3`d with the adjusted language. If the Council agrees with the proposed changes to the sign ordinance, this will be processed through the Planning Commission and brought back to the Council at a future date. PC: Mike Couri Lighting CITY OF ALBERTVILLE WRIGHT COUNTY, MINNESOTA ORDINANCE NO. 2003- AN ORDINANCE AMENDING SECTION 1000.10 OF THE ALBERTVILLE ZONING ORDINANCE. THE CITY COUNCIL OF THE CITY OF ALBERTVILLE ORDAINS: Section 1. Section 1000.10 (Glare) of the Albertville Zoning Ordinance is hereby amended by deleting the language shown with a line through the text and adding the language identified with underlined text. ff • • • • • . • • u • • • • • a • •j •• ••.• • 3. ••WW" v *1=221�_ • • •t • _ •• •• •. •CMai • .• • L••.• _ • • •1 • • • S t .••i I•• •• M f9i• • _ • • _ _ 1000.10, Outdoor Lighting. (a) Purpose. It is the purpose of this section to encourage the use of lighting systems that will reduce light pollution and promote energy conservation while increasing night time safety, utility, security and productivity_ (b) Exemptions. The provisions of this section shall not apply to the followinq: (1) This section does not prohibit the use of temporary outdoor li htin_ used during customary holiday seasons. (2) This section does not prohibit the use of temporary outdoor lighting used for civic celebrations and promotions. (3) Lighting required by a government agency for the safe operation of airplanes, or security lighting required on government buildings or structures. (4) Emergency lighting by police fire and rescue authorities Non-Conforminq Uses. (1) Existing Fixtures. All outdoor lighting fixtures existing and legally installed prior to the effective date of this Ordinance are exempt from regulations of this section but shall comply with the Ordinance requirements for glare as follows: a. Any lighting used to illuminate an off-street parking area sign or other structure shall be arranged as to deflect light away from any adjoining residential zone or from the public streets. Direct or sky -reflected glare where from flood lights or from high temperature processes such as combustion or welding shall not be directed into any adjoining property. The source of lights shall be hooded or controlled in some manner so as not to light adjacent property. Bare incandescent light bulbs shall not be permitted in view of adjacent property or public right-of-way. Any light or combination of lights which cast light on a public street shall not exceed one (1) foot candle (meter reading) as measured from the right-of-way line of said street. Any light or combination of lights which cast light on residential property shall not exceed four -tenths (0.4) foot candles (meter reading) as measured from said property. (2) New Fixtures. Whenever a light fixture that was existing on the effective date of this Ordinance is replaced by a new outdoor light fixture the provisions of this section shall be complied with (d) Intensity. No light source or combination thereof which cast light on a public street shall exceed one (1) foot candle (meter reading) as measured from the right-of-way line of said street nor shall any light source or combination thereof which cast light on adjacent residential property exceed four -tenths 0.4` foot candles (meter reading) as measured at the property line per tl^ie method_ outlined in Section 1000.10(e) of this Ordinance. (e) Method of Measuring Light Intensity. The foot candle level of a lic ht source shall be taken after dark with the light meter held six (6) inches above the ground with the meter facing the light source. A reading shall be taken with the light source on then with the light source off. The different between the tWo readings will be identified as the light intensity (f) Performance Standards. (1) Residential/Public/Semi-Public District Standards. In all residential and public, semi-public districts any lighting used to illuminate a structure an off-street parking area, or other area shall be arranged as to deflect light away from any adjoining residential property or from any public right- of-way. All lighting shall be installed in accordance with the followino provisions: a. The light source shall be hooded or controlled so as not to light adjacent property in excess of the maximum intensity defined by this Ordinance. b. Bare light bulbs shall not be permitted in view of adjacent property or public right-of-way, unless part of a permanent or decorative fixture. 2) Business/Industrial District Standards. Anv liahtina used to illuminate a structure, an off-street parking area or other area shall be arranged so as to deflect light away from any adjoining residential property or from any public riqht-of-way. All lightina shall be installed in accordance with the following provisions a. The luminaire shall contain a cutoff which directs and cuts off the light at an angle of ninety (90) degrees or less. b. Light sources shall not be permitted so as to light adjacent property in excess of the maximum intensity defined in Section 1000.10(d) of this Ordinance. C. Architectural/historical liaht fixtures that feature alobes that are not shielded, or lighting of entire facades or architectural features of a building may be approved by the City Council. In no case shall the light affect adjacent property in excess of the maximum intensity defined in Section 1000,10(d) of this Ordinance. The maximum heiaht of the fixture and Dole above the ground grade permitted for light sources is thirfy (30) feet. A light source mounted on a building shall not exceed the heiaht of the building. In no case shall the height of a light source mounted on a pole or on a building exceed the height limits of the zoning district in which the use is located, unless allowed by conditional use permit e. Location. 1. The light source of an outdoor light fixture shall be set back a minimum of ten (10) feet from a street right-of-way and five (5) feet from an interior side or rear lot line. 2. No light source shall be located on the roof unless said light enhances the architectural features of the building and is approved by administrative permit. Hours 1. The use of outdoor lighting for parking lots serving commercial and industrial businesses shall be turned off one (1) hour after closing, except for approved security lighting_ 2. All illuminated window signs for advertising purposes shall be turned off between 12:00 AM and sunrise except that said signs may be illuminated while the business facility on the premise is open for service. q. Direct or reflected glare from high temperature processes such as combustion or welding shall not be visible from any adjoining property. (3) Outdoor Recreation. Outdoor lighting associated with outdoor commercial or public recreational uses such as, but not limited to, baseball fields, football fields, hockey rinks, and tennis courts shall comply with the followina provisions: utdoor recreation facility whether public or orivate shall be illuminated after 11:00 PM. except for reauired security iiahtina. b. Off-street parking areas for outdoor recreation uses which are illuminated shall meet the requirements stated for business or industrial applications as found in Section 1000.10(f)(2) of this Ordinance (g) Submission of Plans. All applications, except single family residential, that include outdoor lighting shall include evidence that the proposed outdoor lighting will comply with this section. The application shall contain the folloAing information, in addition to other required information: (1) Site plans indicating the location on the premises of all illuminatin devices, fixtures, lamps. su000rts. reflectors. and other iiahtina devices. (2) Description of the type of illuminating devices, fixtures, lamps, supports, reflectors. and other lighting devices dangle of cutoff). The 11 description shall include, but is not limited to. catalog cuts by manufacturers and drawings (including sections where required). (3) Photometric plans illustrating the light emissions: and illumination field of the proposed site lighting. Section 2. Effective Date. This amendment shall be in full force and effect immediately following its passage and publication. APPROVED by the Albertville City Council this day of 2003. ATTEST: Bridget Miller, Deputy Clerk CITY OF ALBERTVILLE Donald Peterson, Mayor 5 1 1-26-03 CITY OF ALBERTVILLE City Council Findings of Fact & Decision Conditional Use Permit Car Wash Applicant's Name: H.R. Nelson Inc. Request: The applicant is requesting a conditional use permit to construct a 960 square foot car wash at the site that contains Heidi's Market located at 11850 62nd Street NE within the City of Albertville. Planning Commission Public Hearing Date: July 8, 2003, Continued to October 14, 2003 City Council Meeting Date: December 1, 2003 Findings of Fact: Based on review of the application and evidence received, the City Council now makes the following findings of fact and decision: A. The Planning Report dated June 24, 2003 prepared by NAC is incorporated herein. B The Planning Commission for the recommendation for the applicant is incorporated herein. C The site and buildings plans dated 6/9/03 are found to be consistent with the applicable provisions of the Albertville Zoning and Subdivision Ordinances, as well as the policies of the Comprehensive Plan subject to the conditions outlined by the Planning Commission and City Council recommendation. D The letter dated October 10, 2003 from H.R. Nelson Inc (Rob Nelson, President) and Gem Development Inc. (Greg Mundahl. President) indicating agreement pertaining to stormwater drainage issues related to the car wash improvements. Decision: Based on the foregoing considerations and applicable ordinances, the conditional use permit to construct a 960 square foot car wash at 11850 62nd Street NE in Albertville is approved based on the plans dated 6/9/03 and information received to date, subject to the following conditions being addressed Heidi's Market Car Wash Findings of Fact grid Decision 1 The overall traffic circulation and stacking for the car wash will be subject to the review and approval of the City Engineer. 2. The applicant shall identify the species of the over story trees and the over story trees shown on the site plan must be a minimum of two inch caliper in diameter. 3. The trash receptacles must be fully screened within a trash enclosure that is designed in a manner that is similar to the building exterior finishes. 4. All lighting shall be hooded with a 90 degree cutoff. The applicant shall submit the type of lighting that is being proposed and is subject to review and approval of City staff. 5. A grading, drainage and erosion control plan be submitted for review and approval by the City Engineer. This plan shall include the following: a. An off -site stormwater pond to address both treatment and storage of stormwater from the entire car wash site. b. Submission of an easement from Gem Development Inc. to H.R. Nelson allowing for placement of stormwater pond and drainage facilities on the Gem Development site. 7. The retaining wall shall be subject to review and approval of the City Engineer. 8. The submission of a comprehensive sign plan that identifies the types and size of all signs located on the site. 9. The relocation of the LP tank to a concrete pad to a location north of the eastern parking area. Said location shall be subject to review and approval of the City Engineer and conform with all applicable City, State and MPCA requirements pertaining to placement of LP storage tanks. adopted by the Albertville City Council this the 1st day of December 2003. City of Albertville Don Peterson, Mayor Heidi's Market Car Wash Findings of Facl and Decision Attest- 0 Larry Kruse, City Administrator Hed s Market Car Wash Findings of Fact and Dectsiom, October 10, 2003 Alan R. Brixius Linda Goeb Pete Carlson Mike Couri City Of Albertville Dear Mr. Brixius, Ms. Goeb, Mr. Couri and Mr. Carlson: Currently, Heidi's Market has an application in for a car wash to be located at 1.1 850 62"d Street NE Albertville. The issue was tabled due to issues with draina�Lye. We wish to have it brought up again on the 14`�' of October. We would like to infonn the Cite of Albertville that an agreement has been reached between H. R. Nelson Inc. and Gem Development Inc.. H. R. Nelson Inc. will be responsible for changes to the holding pond that are needed to accommodate additional runoff that is attained in improvements made to adjacent property. The building of the carwash and hard surface that are added, will increase runoff to Gem Development Ine.'s holding pond and H. R. Nelson Inc. will take responsibility for making improvements to he'd' pond to accommodate that increase in Storm water. For doing this I-1. R. Nelson Inc. shall be allowed to hook up to Gem Development Inc.'s storm eater system. All Work done on holding pond and storm water system subject to final approval by Gem Development Inc. Suicerely, H. R. Nelson Inc. � n a RoKNelson President Gem Development Inc. Grell Mundalil President Jr h 0A 0 I _' ,� i� ,� � N 4 f a 7c,__Ty OF ALBERTVII.LE ■ ZONING -REQUEST APPLICATION _j 5975 Main Avenue NE P.O. Box 9 Albertville, MN 55301-0009 (612) 497-3384 fax(612) 497-3210 Case No: _ Base Fete: Escrow Arnt: DateH ed: Pd._ Pd Please read carefully and answer all questions thoroughly. Only complete applications will be accepted after validation by the City Clerk and prior to acceptance of required processing fecs/deposits. Street Location of Property: Legal Description of Property (Attach additional sheet if necessary): The North 408 .00 feet the East 534. 0 0 feet of of the Northeast Quarter of the Northwest Quarter, Section 35, Township 121, Range 24, WrightCounty, MN, exr prat- Parcel 15242 14Ll Da t of Transpnrt-af i nn . Plat No. 86-5 Owner: Name: Bernard J Roden and Judi th A_ RnJen, t ru�,teps of the Bernard J. Roden Revocable Trust Address: 10941 5 7 t h St. NE City. Albertv Telephone (Home): (:7 63 ) a a � 6 4� (Business): Applicant (If other than owner): State: MN Zip: 55301 Name: Darkenwald Real Estate Ltd ( O�t-i on Rnl r1Pr) Address: 7535 NE River Road City. Otsego Telephone(1-iome): Type of Request(s): Site and Building Plan Review Minor Subdivision/Consolidation Preliminary Plat Final Plat Comprehensive Plan or Ordinance Amendment (Fax): State: M% Zip: 5 � � n (Buss): (763)441-3700 (Fax):(763)441-3751 Rezoning Variance Conditional Use Permit Interim Else er nit Oth- ,1 Description of Request(s): Subdivision �•� p ravaI by rity Ajminitratnr purs,ti=nt A-200.4 of Subdivision Ordinance. Proposed subdivision qualifies pursuant�o A-200.1 of said ordinance. Reason WhyRequ�estShouldBeGranted: "right-Itennepin Electric Cooperative -_ - -- Association desires to purchase subject property for substation necessEry �T ti t fig t to connect with cf. Ott -a. hed Fxhi �i ts_��s�_ of Survey and additional detail. Additional Detail in Support of Request for Administrative Lot Split Owners, Bernard J. and Judith A. Roden, as trustees of the Bernard J. Roden Revocable Trust originally owned all that part of the NW Quarter and the SW Quarter of Section 35, Township 121, Range 24, Wright County, lying north of the north right of way line of 1-94 consisting of 111.58 acres. Option holder, Darkenwald Real Estate Ltd., holds an Exclusive option to purchase of said 111.58 acres and has taken down and platted 25.02 acres thereof as Albertville Business Park. Wright Hennepin Electric Cooperative Association has submitted a purchase agreement for purchase of 4.46 acres adjacent to 701h St. at the extreme northeast comer of the Roden property. The purchase agreement is contingent on all necessary governmental approvals (e.g. zoning, conditional use, site plan approval, etc.) including administrative subdivision approval which is necessary since minimum take down provision in option requires purchase of at least 15 acres. Administrative lot split pursuant to provisions of Minor Subdivision ( A-200.1 through A-200.4 of Subdivision Ordinance) is requested in order to permit direct conveyance to Wright -Hennepin. PROPOSED A/ 0 I ��l T -3 J � A vEJVlVrjE —F-q cte� F�igt CID 364.10 S011 U (D 0 r --4 r M