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HomeMy WebLinkAbout04/24/2006 Council PacketSUMMARY MINUTES AGENDA CITY OF LINO LAKES Monday, April 24, 2006 CITY COUNCIL WORK SESSION 5:30 p.m. — 6:15 p.m. Council Work Room (not televised) BOARD OF REVIEW 6:15 p.m. — 6:50 p.m. City Council Chambers CITY COUNCIL MEETING 6:30 p.m. City Council Chambers (Scheduled to be broadcast on Channel 16) - Open Mike There were no speakers. - Call to Order and Roll Call The meeting was called to order at 7:00 p.m. All council members were present. - Pledge of Allegiance - Special Announcements by the Mayor a) Announcement of Art Hawkins Day proclamation by the Governor; b) Announcement of a RElgrant of $10,000 to plant trees in the county park - Setting the Agenda: Addition or deletion of agenda items The agenda, as amended, was adopted (amended to postpone Item I G) - State of the City Address — Mayor Bergeson 1. Consent Agenda - A) Consideration of Expenditures: i) April 24, 2006 (Check No. 76389 through Pg 4 -15 76505) in the amount of $593,181.53; ii) Centennial Fire District (Check No. 15132 through Pg 16 15176) in the amount of $24,653.44 B) Consider Accepting Donation from Centennial Firefighters Pg 17 -18 Relief Assn. for Replacement of Defibrillators in Centennial Schools SUMMARY MINUTES C) Consider Resolution No. 06 -62, Approving issuance of On- SaleWine and Beer License, with Sunday Sales, for Poblano's Mexican Restaurant, 730 Apollo Drive Pg 19 -20 D) Consider Resolution No. 06 -63, Approving the Premises Permit Pg 20a -b Application submitted by Centennial Youth Hockey Association to conduct charitable gambling at Miller's on Main E) Consider approval of February 20 and 21, 2006 City Council Pg 20c -d Retreat Minutes F) Consider approval of April 3, 2006 Council Work Session Minutes Pg 21 -26 G) Consider approval of April 5, 2006 Special City Council Pg 27 -29 Minutes (joint meeting with advisory boards) Postponed H) Consider Resolution No. 06 -61, Accepting Bids and Awarding Pg 30 -35 Contract, 2006 Overlay Project, Jim Studenski I) Consider Resolution No. 06 -60, Accepting Bids and Awarding Pg 36 -40 Contract, 2006 Sealcoat Project, Jim Studenski J) Consider Resolution No. 06 - 59, Authorizing Execution of Pg 41 -56 Development Agreement, Century Farm North 4th Addition, Jim Studenski K) Consideration of Resolution No. 06 -69, Approving the Final Plat Pg 57 -58 of Century Farm North 4th Addition, Paul Bengtson Action Taken: Reinert motion, seconded by O'Donnell, to approve the consent agenda (as amended to postpone Item IG) was adopted by a unanimous vote. 2. Finance Department Report, Al Rolek None 3. Administration Department Report, Dan Tesch None 4. Public Safety Department Report, Dave Pecchia None SUMMARY MINUTES 5. Public Services Department Report, Rick DeGardner None 6. Community Development Department Report, Michael Grochala A) Consideration of Resolution No. 06 -53, Conditional Use Permit Pg 59 -74 for Accessory Drive Through Facility and Restaurant Outdoor Dining Facilities, Millers Crossroads Shopping Center, Jeff Smyser Action Taken: Reinert motion, seconded by O'Donnell, to table Item 6A until the next meeting was adopted by a unanimous vote. (This matter will be reviewed by the Council at a work session on 5 /1) B) Consideration of Resolution No. 06 -70, Amending the Planned Pg 75 -82 Unit Development Conditional Use Permit to allow for building height in excess of the district standards and revisions to the site layout, Apollo Landing — Paul Bengtson Action Taken: Carlson motion, seconded by Stoltz, to approve Resolution 06 -70 with the addition of a 5th condition, was adopted by a unanimous vote. C) Legacy at Woods Edge Improvement Project, Michael Grochala i. Consideration of Resolution No. 06 -66, Accepting Bids and Pg 83 -95 Awarding Contract, Legacy at Woods Edge Phase 2 — Street Lighting Project Action Taken: O'Donnell motion, seconded by Reinert, to approve Resolution 06 -66 was adopted by a unanimous vote. ii. Consideration of Resolution No. 06 -67, Accepting Bids and Pg 96 -107 Awarding Contract, Legacy at Woods Edge Phase 3 - Streetscaping Improvement Project Action Taken: Stoltz motion, seconded by Carlson, to approve Resolution 06 -67 was adopted by a unanimous vote. D) Consideration of Resolution No. 06 -68, Authorizing I -35E Pg 108 -113 Corridor Roadway Improvement Cost Allocation Study, Michael Grochala Action Taken: Reinert motion, seconded by O'Donnell, to approve Resolution 06 -68 was adopted by a unanimous vote. SUMMARY MINUTES 7. Unfinished Business A) Consider approval of February 27, 2006 Work Session Minutes Pg 114 -115 (Council Member Stoltz was absent) B) Consider approval of February 27, 2006 City Council Meeting Pg 116 -123 Minutes (Council Member Stoltz was absent) Action Taken: Reinert motion, seconded by Carlson, to approve the minutes of February 27, 2006 was adopted by a unanimous vote. 8. New Business None. 9. Community Calendar, April 25, 2006 through May 8, 2006: A) Environmental Board Meeting, Wednesday, April 26, 6:30 p.m. B) Park Board Meeting, Monday, May 1, 6:30 p.m. 10. Adjourn Action Taken: O'Donnell motion at 8:10 p.m., seconded by Carlson, to adjourn was adopted by a unanimous vote. Friday, April 21, 2006 Gordon Heitke Lino Lakes City Administrator Re: Pomp Tire landscaping Gordon, t/1 s1-4.4 (ot t.td © Wu-kw., ter. 55s 4 I1t( 1 1-0 0' Can this issue be addressed prior to open mike? Though we do not have much time for the work session I request that it be put on. Please let I and the neighbor's know if that is possible. I also request, the Planning and Zoning Board report and the Environmental Board report for myself and each member of the City Council. I am amazed, based on board action, conditions of approval and our zoning requirement of 80% screening, that all the trees were clear cut. I went out last night to view the change. I recall the area from the past and it is quite a significant change. As it stands this is not a view suitable for an existing residential neighborhood. I hope that with additional information that this can be resolved to the satisfaction of all. Sincerely, Donna Carlson Cc: John Freimuth Cheryl Nickolauson & Neighbors Agenda Item 5A Environmental Board Meeting Date: November 30 , 2005 Topic: Pomp's Tires /7385 Apollo Ct/Site Plan Review Background: Pomp's Tires is located to the North of Summit Fire in the Apollo Business Park. Please see Attachments 1 and 10. The General Site Plan for this area was reviewed at the June 28, 2000 Environmental Board Meeting in conjunction with Marmon Keystone. Pomp's Tires has CAPROC with the Rice Creek Watershed District at this time based on the original design and permit for this area. The application shows this as a 30,870 square foot building with a maximum height of 15 to 22 feet on 8.9 acres of land, with a proposed 5.9 acres (66 %) impervious. Analysis: Significant Resource Considerations The MLCCS is mapped on Attachment 11 for the Pomp's Tire site. The MLCCS shows much of the area as "Long grasses on upland soils." The NW corner includes "Saturated non - native dominated vegetation, Aspen forest saturated, and Cattail marsh." There are no National Heritage issues associated with this site. This includes the City Blandings Turtle modal. There is no flood plain on the site. Landscape There should be no exporting or importing of soils from this site without City Approvals. Wetland soils should be stockpiled and used in the constructed wetland and infiltration areas. All infiltration, management pond and surface water swale areas should be planted with a City specified native seed mix (not the MNDOT specification). A City approved contractor should be hired to install, and maintain the native plant areas for a minimum of 3 to 5 years. Seed verification should be made with the City Environmental Coordinator prior to planting. All turf areas should be irrigated. All turf areas should have top soil thoroughly tilled into the subsoil as deep as possible. This should be a check list item that is inspected by environmental prior to sodding. There is no indication on the plan as to what will be growing in the open area to the south. If this area is going to be mowed like a sodded landscape is mowed, than it should be shown as sod with irrigation. Otherwise this are should be seeded with the City native upland seed mix and placed under a 3 -5 year initial start-up contract with an approved landscape company. This contract should include one burn at the end of 3 years. A berm area on the western side of the project is intended to screen the residential area to the west. This berm should be irrigated, in order to support plantings on the berm. In the tree planting pallet, Green Mountain Sugar maples should be changed. Red maple, Hackberry, Red or White /Burr oaks should be substituted for the Green Mountain maples. On the upland portions of the pond areas that are to be seeded with the City native seed mix, the developer should plant tree species that would tolerate native plant management. I would suggest changing the Niobe Weeping Willows to Oak species. Apollo Court should have boulevard trees planted every 50 feet. Suggest planting oaks in this area. In the foundation planting schedule, I would suggest changing the Dwarf Amur maple to some native species that is not on the state invasive listing. Tree Preservation Although there are several stamped trees on the plan that appear to be significant trees, there is no identifying codes as to what these trees are, or whether they are intended to be removed or saved. If they are to be saved they should be indicated as such on the plan and a detail on appropriate tree protection measures shown. All tree protection measures must be implemented prior to soil disturbance. Lighting The photometric plan shows the light "zeroing -out" at the property line. Attachment 12 shows the submitted security -light fixtures. These do not appear to meet the City standard. Erosion Control The erosion control plan must be on site. The developer should indicate the place where the erosion control plan under an approved NPDES permit will be found on site. All required weekly and post rainfall event inspection reports must be located with the erosion control plan. The developer should indicate the site NPDES site supervisor and contact number. Rock entrances must be replaced or added to if rock pore spaces become filled. Any area storm water catch basins must be protected with an approved sediment containment device (no hay bales) such as the Royal Infrasafe debris collection device. Options: 1. Recommend to approve with staff and Environmental Board change recommendations 2. Recommendation not to approve Recommendation: Option 1 Attachments: 1. Data View Site Location Map 2. Certificate of Survey 3. Grading Drainage and Control Plan 4. Utility Plan 5. Landscape Plan 6. Foundation Landscape Plan 7. Landscape Berm Drawing 8. Building Design Sheet 9. Photometric 10. Photo 11. Pomp's Tire MLCCS 12. Light Fixtures NAME UHDE GARY SEH DataView ADDRESS PIN 183122420010 11/16/2 rr111 —FF9 HI 1 1 1111 Iy tiI i1 I YK lis E IE r i dim aI % Empi 0. • iIib'fi1 ohm n1u111 Ilkiinuuiiiii vis nunqui - n r Mal 1 r - 4MI nh7 prat P es •.s 1 "•7 NEW FACILITY FOR: MIDSTATES TIRE AND TOOL, INC. LINO LAKES SHEET INDEX SHEET SHEET TITLE COVER CEO Ctl 020 AtO A20 EEC OR ADNEVDRANAGEFEROSION CONTROL MN UTILITY PLAN DETALS MST FLOOR AMA LEZZALTNE PLANS ELEVATIONS PHOTOMETRIC LIG141G PLAN SYMBOLS & KEYS CV FORMAT O MIMIC KEY MEET THE SERIES PLANS ELEVATIONS SECTIONS MARS /SCHEDULES DETAIL COLUMN GRID RE70 ORANGE m' 0 AR NKMMCADO. ELNADON MARKER DOOR CEMFIOADON WNDW IDENTIFICATION ROW IDENTIFICATION PET NOTE IOENTMCATBI NEW MASO RY WALL NEW mD WALL EXSMM LTA- TO eE ENO2D ' EXRMU� w4t Tt PROJECT INFORMATION BUILDING SIZE FRST EIDER MEA 150.70 ALCFMERER Of MEASp fT.l .STORRB' LAVE HD., MAXIMUM OVERALL MOOT. 1 SSO 15'-CG 31'-P CONSTRUCTION CLASSIFICATION TYRE ITT OCCUPANCY LOCATION MAP MINNESOTA BUILDING CODE: IBC 2000 DRLEP1GSAiSS5IGN LOADS, PER IBC 2000, CHAPTER 16 DAIXMNOSPED• 9O ME DA SEtlE UTE00RY OIL KARL. PRESSURE. MO /SF PRIM .° FIRE PROTECTION SYSTEMS AUTOMATIC FIRE PRIMER SYSTEM- REQUIRED STANDPIPE SYSTEMS- RIOT REWIRED SEE IK SOS SE N SYSTEM - NOT REQUIRED SEE IK B07 MOKE DETECTORS - INSTALL PER APRICAME CODES PER .1003 FIRE EMINCUSH Y ERS- INSTALL SIGNS TEC APPS JAlUCOAINI LOCAL COD¢ APOLLO ;WE PM LIND GENERAL NOTES THESE PUNS ARE PRESENTED E LEAD A HON OWMTY DESGN /BUILD TEM M EACH COVTRYTCR A RACOMMCTOR S PESPCM5BLE RCM. EXCELLENT BNDIx MATE.. .0 CRYTSM.iHIP E CAN Nt BE PROUD OF. xY ENC... M EXPERTISE N TOW EN FIELD ANL TO DAM CE.RY MAC CONCERNS TO THE ATTENTION or TPE GENERAL C.TRACTOR. THESE DRAMS. COVER STRUCTURAL AND GENERAL ONISTRUCT7* ONLY. ALL NORP SHALL CONFORM 0L. __ , (0I� PRACTICES PUNS . DIR EA. CONTRKTCR SMALL -MIT THE SITE TO WARY EXISTS4 004011ONS ACCESS. RC. MOP TO COOwµG AN) O PERMS LICENCES. - CPM F E OBTAIN NCES. FEES. ETC. AS MA Y BE REWIRED FOR -WPILTKN Of HO 0. PORTION OF THE PRWE.. -FIELD VERIFY 01SAN31.S. -PROM 5,5 DESCREPNICY NOTED BETA. THESE PLANS AND APPUCLHLE C003 TO THE GENERAL CONDUCT.. REAMED 17 n7PUCAIIL AND STANDAA.RD PRACTICES. IMNS WPM. WY K NSOLLED PAIL 1MLFACRMERS REOURfNEx15 ANU ANY WSMOWS IWERVES ENCW4OEED OUR. DEWED 00 RFunnruNC. CACA EXCAVATION SHALL EC MIw5O AND /CPL COMM. N ACCORDANCE WITH 'FPIIRWF LOCAL. STATE. M0 FEDERAL REIXMTIOS. DESIGN. THESE ORAN.. AR.O RCLUO[0 MARS NMCE T COPYRIGHT. PROPERTY OF TM INTEGRITY ExOxERNN M DEPTHH, LLC SHALL BE COPIED. 051A®UTEC. OR LI. AUAYEILE TO ANYONE MDIWf M EXPRESS WRITTEN CONSENT OF NKORY EN.EERwC ! OMR, LLC. QUICK SPEC TD LIAM THIS PUN MOM CCMR4TOR MOON, WE MANE PROWS, R MTH OM OSCF! $EEC PTTLIL DK wan, SPEC 5 GENERAL ALA DOES NOT CO INTO DEPTH TO ROTE.. IN AN MY TO AM STANDARD PRACTICES OR APPLICMLL N.. ft 5 I0 100 SPECIFICATION 5 SPLIT NK0O APPROPRIATE WRITTEN 0050 LISTED . THE PLAN MERE IT ITS NED . YOU ML END DHSS SECTIONS ONCRLY ET THE IT (SMEAR TO TH5 ONO. SPECwC CASES THAT CANNOT BE OSCRIB0 N A GENERAL SPEC ARE NOTED ON �r 1W1K PLAN TIMES MIS SUPER.00 BETWEEN 0 0ERAL SPEC. AND THE GENERAL 3 CALL 3 WORK DAYS BEFORE YOUDIO DIGGERS L HOTLINE (800) 242 -8511 FM N. SIM.O A DESIGN / BUILD PROJECT BY: $,/ Keller Tm PLANNERS I ARCHITECTS I BUILDERS DESIGN / BUILD GENERAL CONTRACTORS 920 - 766 -5795 WATS:1- 800 - 236 -2534 P.O. BOX 620 N216 STATE ROAD "5511 KAUKAUNA, WISCONSIN 541 30 -0620 NOV 1 4 2005 OIL OF LINO LAKES for Keller (C 0 MINNESOTA Y O z "COPYRIGHT NOTICE" w P�il,�w wlyw �rhLr+.4 N NOT FOR CONSTRUCTION' REVISIONS ARCHITECT. 5.PDLI.E6 PgLNRAY NP CORD LMT M• OED. • IEeIED POP GONB110.110. 600 0 9 2005 il B. i itQ #� it la Northeast corner of the Southeast Water Section 18. Tovship 31, Range 0_.p w { = r, , I I NORTHWEST CORNER OF NORTH LINE OF THE SOUTHEAST QUARTER 22. Anoka County, Minnesota SOUTHEAST QUARTER OF OF SEC. 18, PRP. 31, RNG. 22. ---- -- -- -- - SEC. 18 P _ ,E9 898.17 .-- -- -` NV RW 696.07 588°22'57 "W to RE 561.18 � 8. 0t=11 74Th / f I 30 Ii 20 I /,t n n N88°22'57 "E . - - - - rl r or STREET VACATED BUT DRAINAGE AND -- '/ UTILITY EASEMENT 1S STILL IN EFFECT. FE Rc6. 86.19 {I 11 w W FK ¢ 1,• 8 O W 1- Z ¢ w VI 7 W;O INV 90x.87 - -_ __ - J�3 33 // y_ ,iol Jam\ y 4, � I / / L` •/ PARCEL G 0' .....,..‘ • y1�E(3%" 1 �I5�1 �d --/ ,�� l \1 PARCEL G PER SCHEDULE A OF TITLE COMMITENENT PREPARED BY CHICAGO TITLE INSURANCE // - 01 ".j ,{ /) __L.."' / '1 (/ I COMPANY, CASE NO 230281, EFFECTIVE DATE MAY 27 2003 / O I. / / That Port of Me Southeast Quarter of Section 18. Toonolop 31, Rungs 22. Anoka r1. it/ County. Minnesota. described as commencing of the Northeast comer of said Southeast • t. nhb ti, Wader; thence South 88 degrees 22 minutes 57 seconds West. assumed bearing. along / A(' c`''',5. ti' the North line of said Southeast Water a distance of 2099.84 feet to the point of / yQa9��1a 031/ • beginning of the parcel to be deserted: thence South 01 degree 37 mutes 03 5 0� seconds East a distonoe of 648.37 lest: thence South 88 degree! 22 minutes 57 Os 15' 1. / seconds West 70.00 feel: thence South 01 degrees 37 minutes 03 seconds East 16.00 pi ti b / feet; thence south 88 degrees 22 minutes 57 seconds West 131.85 feet; thence South 0' / 50 degrees 20 minutes 29 seconds West 203.19 feel; thence South 80 degrees 18 / W minutes 27 seconds Weil 225.00 felt to Me West line of sale Southeast Warty: Vence North 11, 00 degrees 01 minutes 09 seconds East. North 88 SOW vest line 821.53 feat / / to the North line of said 5oulheost Water; thence North 88 degrees 22 minutes 57 / / a seconds East, along said North line. 561.18 feel to the point of beginning. W / ° s r� / ai NOTES to T Ln I 00 / V. N'D o 5. 1.) EASEMENTS SHOWN ARE LISTED IN SCHEDULE B OF 111-E COMMITMENT PREPARED BY Z / Z O CHICAGO T1LE INSURANCE COMPANY, CASE NO. 230281 oi / / NI. Cf3 WWa Z 2.) UTILITIES SHOWN ARE FROM THE CONSTRUCTION PLANS PARCEL G / c0 w Q g 3.) WETLAND LOCATION TAKEN FROM DRAWING BY METRO LAND SURVEYING AND ENGINEERING / O C CD DATED 1/12/01 AREA INCLUDES EASEMENTS AND RIGHT OF WAY o a 419102 SgFtt j 9.62 Acrest ^� ,/ j �i m i y LEGEND W a N 0 O UY 11.1 J Ld LJtf F Z N O Y ¢ Cq y e E W 6 I`I 3 up+ 0 0 0 v tal LI CC 33 1 I / V 1/ / /,)f • I// �- / /^7 30 / // /f! ,��� co N 0 -ice /r i H / A a Z \+ r W ! / 6 [ )- ^I 1' - W r p , h 0 r n, Za °° � ' `0Y ck p a =. i� / q • Denotes Van monument found o Denotes ion monument set - - Denotes wet Iona line -�-- Oenotn aenilay Ine _ Fa the purpose of this survey, the North line of the Saulhaolt gnarly of Section 18. Township 31, Range 22 is assumed to bear N88° 22' 57'E. 7I WATERMAIN I 4 1 1 SAN ". �7�7� MARVY STREET' B s jrJL�L`r j A711�iJiJ i 0 ° ° I I 1 ' .. � y SAN {� 1e�1 °8G it I SANITARY SEWER S88°J22'SU7" 9 s : �S.+ / -� -�RA%� ter. • - -'- ,a,.� S Y S // [ u.NILE 0°18,27 W / • �� a """L... -. TEMPORARY - 1 v TEMPORARY `- OUT ¢� co -n w CC CC OO a O p O Ma CC tatn - o Q w --� - fig,. - i / s ,y.^,�'F./ `gym. 6 Qi°g @Ti .. Ga6`c+� EASEMENT PE /) t t_ - DOG. NO. ® yr 'mss -^-." _ 1558612 ". / / / // /// / / / / �5 // �/ Joky .MA .s 16500.001 wit 11 -11 -OS 9112 ■ PCG a = .� - RR •99 i 5P� I 0 P -lil:L ..1. 4[ HE 11 _BALE e:!PFIIeA =' CHECK B9B. RETAINING WALL y, EXISTING --` DRAINAGE EASEMENT 905 FILL DITCH 906 FFE 907.00 R AIN VALL NT hJj a1 - 9 wpm 902 ro f� �905I2�• 5" 906 600111 FLTI17 TPl n'TIDN K4, 0 fi •, -,/ • A Ili a. 1 .11: i3 C01t7 3CTIDH 906 GRADING NOTES PROPOSED CON 10095 REPRESENT FINISHED SURFACE ELEVATIONS. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE TOP AND BACK OF CURB. EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON RECORD DRAWINGS AND. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION 15 NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 49 HOURS PRIOR TO EXCAVATION, TO REQUEST EXACT FIELD LOCATION OF UTK11705. THE CONTRACTOR IS RESPONSIBLE FOR RELOCA PAID ALL EXISTING UTILITIES WHICH CONFLICT •1114 THE PROPOSED IMPROVEMENTS 9113W4 ON THE PLANS. CONTRACTOR TO CALL GOPHER 5TA TE 014E CALL (1 -800 -252 -1166) 98 HOURS PRIOR TO EXCAVATION FOR LOCATIONS OF UTILITIES. CONTRACTOR REQUIRED TO PROTECT THE 1REE5 TO BE SAVED. SHOULD ANY PORTION OF THE TREE BRANCHES REWIRE REMOVAL TO PERMU OPERATION OF THE CONTRACTOR'S EQUIPMENT. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TRIMMING SERVICE TO 176u THE TREE5. 910610 THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY 14985. THE BROKEN 14485 SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO 0181912E ANY LASTING DAMAGE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION Br THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT CONTRACTOR SHALL 5TRIP. 5TOCKP1LE AND RE- SPREAD SUF8IOENT TOPSOIL TO PROVDE A MINIMUM FOUR INCH DEPTH TO ALL DISTURBED AREAS TO BE SODDED 0R SEEDED. THE 01915700 BUILDING SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FEET ABOVE OR BELOW •14E PROPOSED ELEVATION- STREET OR PARKING AREA SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 005 FEET ABOVE OR BELOW THE PRESCRIBED ELEVATION. AREAS TO RECEIVE TOPSOIL SHALL BE GRADED TO 991IIN 0.10 FEET OF THE REOORED ELEVATION UNLESS DIRECTED OT8ER'MSE BY THE ENGINEER. TOPSOIL SHALL BE GRADED TO MINN X RICH OF THE SPECIFIED THICKNESS. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE 9INNE5OIA POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT DISCHARGE EUM1HA110N 5YSTE1A (NPDE5) PERMIT CONTRACTOR SHALL BE A CO- APPUCANT `47TH THE OWNER. THE CONTRACTOR SMALL COMPLETE THE REWIRED INSPECTION REPORTS AND BE RESPW51810 FOR LINK TENANCE OF THE EROSION CONTROL DEVICES. TOLERANCES: 1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY 81 MORE THAN 0.30 FT. A80vE. OR 0.30 FT BELOW. THE PRESCRIBED ELEVATION AT ANY POINT 5HERE MEASUREMENT IS MADE. 2. THE STREET OR PARKIN0 AREA SUBGRADE FINISHED SURFACE ELE VATIW SHALL NOT VARY BY MORE THAN 0.05 FT. A80vE. OR 010 FT. BELOW. THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT I5 MADE. 3. AREAS WHICH ARE TO RECEIVE TOP50• SHALL BE GRADED TO WHIN 0.30 FT. *8090 OR BELOW THE REQUIRED ELEVARW, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. A. 10P5OL SHALL BE GRADED TO PLUS OR /ANUS I6 INCH OF THE SPECIFIED THICKNESS. MAINTENANCE 1, THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION. AND KEEP AREA FREE OF TRASH AND 0EB845. 2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED. ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURN0 THE 0081101001106. IF REWIRED. AND DURING THE WARRANTY PERIOD. ERODED AREAS WHERE TURF 5 TO BE ESTABLISHED. SHALL BE SEEDED AND M0L0HED. 3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED Br SUBSEQUENT CONSTRUCTION OPERA PONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY. SURFACE. RESHAPE AND COMPACT TO REOORE0 00N91Y PR10R TO FURTHER CONSTRUCPON. AFTER SITE GRADING 15 COMPLETED. IF EXCESS OR SHORTAGE 01 SOIL YA TERIAL EX45T5, THE CONTRACTOR SHALL TRANSPORT ALL ExCE55 MATERIAL OFF THE SITE TO AN AREA SELECTED 130 THE CONTRACTOR. OR IMPORT SUITABLE YA TERIAL TO THE SITE A WOOD FIBER BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3:1. THE CONTRACTOR SHALL 001APLE1E 009*10RING AS REQUIRED TO 00MPLEIE THE SITE GRADING 0051000140, THE C014186010R SHALL COMPLY NTH THE REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT DISCHARGE EUMMAPON SYSTEM (74P005) PERMIT. THE CONTRACTOR SHALL BE REO41RE0 TO BE A CO- APPLICANT 77114 THE OWNER. THE CONTRACTOR SHALL COMPLETE TIE REQUIRED INSPECTION REPORTS. 114E CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EROSION CONTROL DEVICES. A COPY OF THE PERMIT CAN BE OBTAINED FROM THE ENO4EER. ALL MATCH POINTS ARO PAVEMENT PATCHES TO BE SARNI' AT FULL DEPTH U. ALL EROSION CONTROL 4EASURES UU51 BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED 014111 ALL DISTURBED AREAS ON TIE SITE HAVE BEEN RESTORED V. TEMPORARY EROSION CONTROL (NAY BALES OR APPROVED EOVIV9LEN1) TO 90 PLACED AROUND STORM DRAIN STRUCTURES WRING CON5180010N (REFER TO DETAIL) W. 5EOLIENT SHALL BE 8EU0000 FRO. ALL SE04■ENT CONTROL DEVICES AS NECESSARY AND MUST BE 9E•0VED IF DESIGN CAP ADTY HAS BEEN REDUCED BY 507E x. • STABIUZEO CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION & MAINTAINED FOR DURATION 01 PROJECT. ALL SLOPES 3:■ OR STEEPER. NOT TO BE SODDED AND GREATER THAN 8 FEET IN HEIGHT. SHALL NAYS EROSION CONTROL FABRIC INSTALLED I NOV 14 2005 cry O LAi �E STORM DRAIN NOTES CATCH BASINS SHALL NOT BE BACKFILLED UNTIL FABRIC WRAP 15 INSPECTED BY THE CITY. TRASH GUARDS SHALL BE PLACED ALL STORM DRAINS AND CULVERTS. PROVIDE CLASS III RIPRAP WITH FILTER FABRIC FOR ALL PIPE OUTLETS. THE UST THREE SECTIONS OF CONCRETE PIPE SHALL BE TIED, INCLUDING APRON, FOR CONCRETE PIPE LESS THAN 08 -INCH DIAMETER, ALL SECTIONS SHALL BE TIED FOR CONCRETE PIPE OF M8 -INCH DIAMETER OR LARGER. INFILTRATION BASIN NOTES GRADING 5EDUENCE - ROUGH GRADING SHALL BE DONE IN CONJUNCTION WITH THE REST OF THE SITE EXCAVATE WITHIN 2 0.3' OF FINISHED GRADE. WITH LIGHT OR RUBBER -FRED EQUIPMENT. FINAL GRADING OF BASIN SHALL BE DELAYED UNTIL REMAINDER OF SITE 15 FINISH GRADED AND SEEDED NO OVER - EXCAVATION OF BASIN AREA 15 ALLOWED AFTER FINISH GRADING. TILL THE BASIN FLOOR TO A MINIMUM DEPTH OF 6 INCHES. 1.00 TOPSOIL WITH ON -SITE SANDY 50115 IN A RATIO OF 50/50. OR AS DIRECTED BY THE ENGINEER. NO EQUIPMENT MAY BE DRIVEN ACROSS THE BASIN FLOOR AFTER GRADING AND TURF ESTABLISHMENT °PEI/ATKNS ARE COUPLETS. EROSION CONTROL - PLACE 5RT FENCE ARWNO BASIN AREA IMMEOIATEIY AFTER ROUGH GRADING 15 FINISHED MAINTAIN UNTIL FINISH GRADING AND TURF ESTABUSHMENT WOR0 IS DONE 0740 VEGETATION IS ESTABLISHED ANO GROWING. TURF ESTABLISHMENT - SEED NTH CITY APPROVED WXT0RE, IN ACCORDANCE WITH CITY REQUIREMENT5. vEGETATION IN PCN05 AND Wi1L TRATION AREAS SHALL BE RESTORED who DEEP - ROOTED NATIVE VEGETATION (MN/DOT MIX 310NW1 OR SUITABLE WETLAND SEED EQUIVALENT) RE- VEGETATION SHALL COMMENCE MTHW 14 DAYS OF FINAL GRADING. MANAGEMENT PONDS SHALL BE SEEDED WITH MNDOT MIX 270 PER THE MNDOT 2003 D1519401 SEEDING RECOMMENDA BONS PUB0CATION MEANS AND METN005 OR EQUAL APPRROVEO BY A LANDSCAPE ARCHITECT PRIOR TO THE PURCHASE AND INSTALLATION EROSION CONTROL NOTES ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE YNNTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN STRUCTURES WRING CONSTRUC0ON (SEE DETAIL). SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND 74451 BE REMOVED IF DESIGN CAPADTY HAS BEEN 8EQUCED Br 04111 PERCENT. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE SCORNING OF CON5TRUCPON AND MAINTAINED FOR DURATION OF PROJECT. ALL SLOPES 3:1 OR STEEPER. NOT TO BE SOWED AND GREATER THAN EIGHT FEET IN HEIGHT. SHALL HAVE EROSION CONTROL FABRIC INSTALLED. CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS 140T TO BE SODDED SEEDING SHALL BE PER U•DOT SPECIFICATION 3876 APPLIED AT A RATE OF FIFTY P0ND5 PER ACRE. SEEDING IN POND AND NHL TRA TIW AREAS SHALL BE MIXTURE 31014W0 (NATIVE NET TALL) IN ACCORDANCE WITH MADOT SPECIFICATION 3976 APPUEO AT A RATE OF 92 POUND6 PER ACRE. 4461014 SHALL BE PER unOOT SPECIFICATION 3982. TYPE 2. THE MULCH SHALL BE APPLIED IN ACCORDANCE WITH U0WT SPEDFICATIW 2575.3. FL MULCH TO BE APPLIED AT A RAZE OF TWO TONS PER ACRE. MULCH SHALL BE ANCHORED WITH A DISC, CLWBU5TER OR OTHER APPROVED E001PMEN T. SEDIMENT SHALL BE REMOVED FROM ALL 5E0UENT CONTROL DEVICES AS NECESSARY AND *UST BE REMOVED IF DESIGN CAPADTY HAS BEEN REDUCED BY FIFTY PERCENT LEGEND • N 0 11'115_ 0 - 0 Q N WCC§ J I- Q LLI < Z YTna N Z Y 0 1 2F N 00 IQJ z(ZO O \5IQ(0 w <,- -i KO5 in -Oct = °$IZ0 O J lo¢ Il O < 1� M I A I JAL 1650.001 10/06/05 C1.0 R STR E T • P.' 5 ASEM NT L ..... . i• , . i,/,'"" EXISTING i •' ' —DRAINAGE p/ EASEMENT \WALL RETAININ 7.1 I T' 11F71.7:::L =4:11AGE,.. /) • • .• TAINING '1, • ALL \ , 4112- ..• • • 1 EIINZ 2PAlt14■5C - AND !Tftirr, EA:EfiEl4T .01 'or,La 1.655, 15C. 61. •66, BECI1.1 CON7TPUCT[01.4, EXI7TING DP;4114AGE • JTILIT ." . , • . \ 4"" oP .LOCC' 45' • e „ .546 """ , i 4 TI „., •••\ fzr..7.y:1 • v 0 f •• •••-••• •••-••• • ■• •_-•••• •-• /0. / , ,,,,,,;,;:;.4. ,i/ 0 ' .- op -- 2 0-- ..f ” 0- : 2 0- 0 ,i , /- .... ,. ..., / / 77')0. r-”' 1; z, NOV 1 4 2005 !, Cri'l OF UNO 3 Ar,F.= T LEGEND 5.5640015 tP.J1600 LINL eflii451.04 [510.61,1 4.11. 6.05 1, 5,71:5 665110{ CA. 6 -,17- 5•0655 ELECifa, - • - 00500566. ElEC1P5 - 0407 56C 0 0.150,610150 - - 1000105055 nef, 616 - 7, - U51161,66155 1•ILG,K0C - • --- 55•1410 16556E • • C5155 1650 • • 47,51.1 50516.4. 51 645 06 S1,155 E5765 - 55M V.LVE rot 0,6501 WMEGyarn UTILITY NOTES CONTRACTOR SHALL FIELD VERIFY LOCATiONS AND ELEVATIONS OF EXISTING UNLITES AtiO TOPOGRAPLIIC 11010105 PROR 10 THE COMMENCEMENT OF STE GRACING. THE CONTRACTOR SHALL IAMEGNITELY NOTIFY ENGNEER DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING UTILITY LOCKNONS SHOWN ARE APPROXPFATE. CONTACT 'GOPHER 51011 ONE CALI: (601-454-0002) FOR ULU!, LOCATIONS 4E HOURS PRIOR 10 EXCAVATION UTILITY CONSTRUCTION SHALL CONEORILL TO THE CURRENT EDITION OF -STANDARD SPE2IFICATIONS FOR WATERMAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM DRAIN INSTALLATION* AS PREPARED BY ThE OTT ENGINEERS ASSODATION or 114141410050 CATCH PASNs AND BANNOLES IN PAVED AREAS TO BE SOPPED 0.04 FEET CATCH BASINS IN GuTIERS TO BF SUI.IPED 005 FEET PER DETAILS. ELEVATIONS SPIJWN ON PLAN DO NOT REFLECT SUMPED ELEvATIONs ALL FIRE HYDRANTS SHALL BE LOCATED roir FEET EIErlaiD BACK Of CURB UNLESS OTHERVASE NOTED. TYPICAL HYDRANT CONSISTS OF: HYDRANT, GATT VALVE, 25 FELT 00 SIX INCH ELIP WATERUAIN ANC ANT HYDRANT EXTENSION. EXTENSIONS TO 01 INCIDENTAL. HYDRANT TO BE WATEROUR PACE wa-er. 05' BUR, vALVES SHALL BE RESLENT SEAT GATE - VuEL1E9 47370-20 (OR ECTUA: N1Na0214 Of E.0 7.1"1 00 COvER IS REO4NRE0 OVER AL. WATERVAiNS, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY PE RECUTRED 51 Mq10:60 INNtAtUkt E■GHTEEN .NCHES 5ERTI0AL SEPARAT■ON TO 54167400 3E1E6 TTR STORN GRArN L,NES 0011010011 1911 INSTALEEIT ALONG THL ROAD CENIERLINE 0E0EL01 PP E 545 000N0ACIURER3 SPECITICATIONS. 010110. BENDs O 01811.100 OF EIGHTEEN NCHES 4E0000L SEPARANON ANIT TEN FEET DE HORIZONTAL SEPARATION L5 REOU'REG E04 ALT 116,715. O141E35 OTHERWISE. 1*07.0. ALL SANOART SEVER r-ThE TO e!: Potrnive-. CoLoRot. 26 UNLESS 0646066 NOTED CONTRACTOR 10 VAIN 14, PLANS tHrieuto406r 1950044160 AND SuBANI THESE PLANS TG ENONEEN uPETT O91441EIION POP,. VI 0 4/3443 41) LU —J *0J uj Z x Z 0 zi- OZ 00 Z Cr LI, 0 CI 0 0 1) —0 3/1 01 0< JAL JAL. 1650.001 11/11/05 C1.1 BUFFERYARD / BERM PLANTING SCHEDULE SYM KEY COMMON NAME BOTANICAL NAME SIZE QTY. NOTES O BH 'Black Nies' Spruce Picea glauca densala'B.H.' 5' BB 8 Fully branched to ground iri FS Cua m eaf Stagho Sumac Rhus typnina'Laurniata' #5 cont. 17 Plant 10' on center G GA 'Summit' Green Ash Frazinus pennsvlvanira'Summll' 2' BB 3 Single. straight leader G NP Nalway (Red) Pine Pinus resinosa 5' BB B Fully branched to around •„ PK Northern Pin Oak Querws elliosoidalis 2' 0B 2 Single, straight leader RT ',Sank Redtwig Dogwood Comus sencea 'Isan5P #5 cont. 19 Plant 8' on center 4) SM 'Green Mountain' Sugar Maple Acer saccharum'Green Mountain' 2' BB 3 Single, straight leader TOTAL 17 TOTAL TREES 22 z ADDITIONAL SITE TREES PLANTING SCHEDULE SYM KEY COMMON NAME BOTANICAL NAME SIZE QTY. NOTES $ BH 'Black Hills' Spruce Picea glauca denseta 13 H' 6' BB 3 Fully branched to around iri RD Red Oak Quercus rubra 2' BB 2 Single. straight leader G RM 'Autumn Spire' Red Maple Acer rubmm'Autumn Spire' 2' BB 3 Single, straight leader G SS 'Spring Snoyi Crabapple Malus'Senna Snow' 1.5-BB 4 Single leader •„ NW 'Niobe' Weeping Willow Saliz alba Trisha' 2'13E1 5 Single leader TOTAL 17 Ylb !V; 800 •- ere sew war woreow wore s-aaybeen cease mpon aware • AtIlirS3.171V 10 W. IN Std. •Vse sabres ape ewe WWI. • Se w Cooneesesion sea sew ropes as Poe.. asOrso.wwrwae tae es ...Pm weep w wear se Typical D•dduotr Trw Pledll,C D.Id We me =Was sass Opel reesal SW ...weep awe Mama. a,mw..ap.b Cepoom ow se woms• Saj Weeaw.eeemeas West. We.a Noe.. • W.Y= iiTg . ••swbeww.Po ,eve •6.ry sear e.t.d.., •Nana..• wwe•ow. •wwkea.ese swede *Wks ear. Typical Shrub Planting Delali n.. west. .. erw,i lams wane were se ..dd.wpN.wW1 redo rows woe !awe to Iar:.Pao. yob Ni esar•mPwaaaa Sennialse eons. y ..gee Nab scale PLANTING NOTES: 00..x0, NM Parke a one year guarantee on ea p.. ma.00 TM p0rwee 51,10 me dale a aw tangs.. erchnwl *men araplen0. of the Weal p. nag. Peplsament pant raceme Nap Car h..9. • one Warr plow. cammenOng ups gaanrg. Ae plants an to be WM., grown end 00,y 00nte .9. b.0e. as pr Mew.. MN aanleg n. ear 9.111.41 lanai for bac ..w b tree 041..1 1.611 and ay. b1.. See serene aaaa f, dep.. U. .a n. a 1-1- 1(045,..0 le a. sand Well moss) ....mal and .nn. btls. wl.11ea al. mvwwm a.N of lt. Co.xbr Cwt wary 0 0onswb.Y ur00a ante bs+q..Irona plena NI sad area eha. a mg.ue sit an auldma.d tneargrowal sparkler pstw. N Imisap.d ones.l.0 a arp.0d ...now spray h..01 wN'Wky 050. Buren le o-..s. op.naP spaebn 0 ter 9x04 .nor ono err. wrap 9.Y Smoob bask. trees and Imam 0lap.M b4000 Per.. 9.g Ap.l. Ogee by abuup on 0e reate.ls, remade w a genes pere , spbl ono era. 19.01 peel pa per Manes. mnery pram.. Th. Goner N9. a mpahi0. I, m.in•nan..narm. Carnal. acne... 01 I0* Ptens Nail In immed ®wy awed upa.rMr 0 sll.. Property hal in meat., M ...awl' I.05umry,WY, w 000bed woos w lob. 121.0 .added 0 sealed a =lee Sad sloe 411 nogwn groom and i.00Y. Planing o.. for . .s et.101w 5 5. wawa, data Pay eapeg Icomm.rdal pea), .dda.raw.bh spay earner am 101[1. Th Mpr9 anal to P.ad wet Mae. wN ,moo. 0uwee Sea M a s.pe pan for cep111 end yps a mulls,. S.W. hardwood mulct aW a ielare.d wow. all e..ea b.9. el.Owl ale. a.. d•n.ur of r...It SOD, SEEDING NOTES. Boo era w b b. Mgat. wlh an eueen0e4+neebon system areas 1NUasd by tale 0atp00 W (arms and level ends) shad a 110160 will INp01 01.4130 Pena edges so sbpeo IOW a a.sda *Ph unpal000310. J` O'n GZ.. rzn¢mss mot_ NJ of G_ Q. Isgewar ode r IL C1.2 co ON• FOUNDATION PLANTING SCHEDULE SYM KEY COMMON NAME BOTANICAL NAME SIZE QTY. NOTES SL 'Slowmound' Mugho Pine Pinus muqo 'Slowmound' #3 cont. 3 -- G, OW Dwarf Winged Euonymus Euonymus alatus 'Compactus' #5 cont. 1 — • GS 'Goldflame' Spires Spiraea x bumalda'Goldflame' #2 cont. 11 Plant 4.5 on center f$ MK 'Miss Kim' Lilac Syrinaa patula'Miss Kim' #5 cont. 6 Plant 6' on center VB Compact American Viburnum Viburnum trilobum'Bailey Compact' #5 cont. 7 Plant 8' on center AM Compact Amur Maple Acer ginnala'Compactum' #7 cont. 3 Plant 8' on center KF 'Karl Foerster' Calamagrostis Calamagrostis x acutifiora'K. F.' 1 gal. 9 Plant 3' on center • RG 'Goldsturm' Rudbeckia Rudbeckia'Goldsturm' 1 gal. 15 Plant 2' on center TOTAL SHRUBS 31 TOTAL PERENNIALS 24 .7::* fge J "g 4th • s W s • m • a / .‘ . e . {m m • m • f1: rov • s" s mar ;'r' • p s • amass/. ✓j• ro m m m 4r } M 1 m j • s 9 • • • T,mam v.,• Pp., •w 0r0 a.ue.,. Tee Paa.a 0010 PLANTING NOTES: Contractor shall provide a one year guarantee on all plant materials. The guaradee begins on the date of the Landscape Architect's written acceptance of Me initial planting. Replacement plant materials stall also nave a one year guarantee commencing upon planting. All plants are to be northern grown and hardy. Plants to be Installed as per standard AAN planting practices. Use pulverized topsoil for backfill material in bee planting holes and shrub beds, see planting details for depths. Use a soil mitt of 1 -1 -1 tpdvenzed topsoil. sand, peat moss) for perennial and annual bed.. installed at a minimum depth of tr. Contactor shall verify locations with all utilities prior to installation of plants. All sod areas shall be inlgated with an automated underground sprinkler system. All landscaped areas shall be irrigated with either spray heads or with leaky pipe'. Slaking of trees is optional: reposition If not plumb after one year. Wrap al smooth- barked trees and fasten at top and bottom. Remove by April 1. Open lop of burlap on BB materials. remove pot on potted plants, split and break apart peat pots. Prune plants as necessary per standard nursery practice. The Owner shall be responsible far maintenance after the Owner's acceptance of the work. Plants shall be unruedialely planted upon arrival at site. Property heel in material 0 necessary (temporary only). At disturbed areas are to be either sodded or seeded as noted. Sod shall be nMhem grown and hardy. Planting beds for shrubs shad have 5.5" vertical black poly edging (commercial grade), weed barrier fabrie a poly Darner and mulch. The edging shall be placed arid staked with smooth curves. Se. landscape plan for depth end type of mach. Shredded hardwood mulch shell be provided around all Installed trees at a depth or 4" and a diameter of 3' minimum. If _J O J, 0 o z LJ 1— QCi F:: G J 0_ TL Q ocs M0 PROJECT a 000 3.401 • C1.3 PNlC( RIPRAP AROUND 90ES D 0.£0 101 a ELS 0401001EN GE0114100 TAW RE01IRE9 WIDER WRAP. HAIR PLACED RPRAP 1 1003 DEEP RONIWY STONES DULL NOT YEI01 LESS THAN 30 P0NO5 GG EXCEPT DOSE USED FOR 0888800 - lE UST 3 JpITS ON NLEI Axp OWLET F 5,0 APRON I5 USED DE DE LAST S 5ECO01S CO' PPE ON BON NUTS AND OUTLETS USE 711E BOLT FASTENERS PER JDNT INSTALLED AT W FROM TOP OR 801104 OF PPL USE 5/6' 110 FOR PPE SAS 1710 27 USE 3/4' DE FOR PRE 92ES 30. 70 66- USE r 1R F06 PPE 97E5 OVER 72'. RUTS AND YAWS ARE NOT REGIMED ON PPE 9211155 MAN 21' TRASH GUARDS TILL O 8401040 ON 16. OR URGER PPE M BALE a TRASH GUARDS ENERGY 059911005 (410 „1 415104M PLATE 52018) WAY BE 9A a PPE ffi.i L 21' 10612" 3 r 5/r 40 TO 77 1 -i /0 T PROVIDE 3 CUPS 10 25104 10091 01ARR 10 E ES 191 DP 001000882E 80720 2081300000 .1. 811809 8(008860x15 17 T024' 81012 12 0..3 27 10 33- 14 TO 20 CY CL3 36. 10 45- 23 TO 38 CY CL3 Sr AIO UP 62 CY MD UP CLA (OE CUBIC MAD 6 APPROIOMi6LY 2.800 SA) 61801 1111TER BLANKET AND 0401(x110( TITTER REBIND UNDER APRA» DR 2 LAYERS O WRAF! 50011 FABRIC, OR EWAL -RLER BLANIT (0NDOT 1001.201) SECTION A -A `CEOTEETU FILTER 1roE IV .its. -'?"(" -- -FLTLR BLANKET (48001 1001.781) •SECTION B -B -- 120Rx1U 91(18 - Tm[ IY NO SCALE :;.rte x44 XNrFO, 25 MIN. RADIUS 6" MINIMUM EXISTING GROUND WASHED 50- OR GR A R PUBLIC 12 eraze =�I z 6" MIN. 1.5" OR 2" CRUSHED ROCK '2210.1ED 111100 • N-5„ ELfwTON , ATM. 4011E INNING Lm1. SCENT. NOBS. • FLARED END SECTION WITH TRASH GUARD MLSE No 480 RIPRAP AT RCP OUTLETS MLSE No 481 ROCK CONSTRUCTION ENTRANCE MLSE N0. 510 CATCH BASIN SEDIMENT FILTER 1001/00 N• MNDOT STANDARD HANDICAP RAMP MLSE No 780 la a CASING FIEV, -5EE PLAN PREGET COO SAO. REF/. FOR SINAI LO80NNG Q 5186[(180 1.75 70 UM a wen 108E �II%.11 CAS101G 1 -3250-0 OR EOU4 2 -1 2-14000 ADA151. RAGS • 13,6013108 JOINTS- RASTER 01(901, 5188E NSOE CLEAN PLACF RAG ON 1/2- NORM RED. 170Ye JOM1 99070 - 0r 8000. BARREL AVM (HEN NEC. r RAOM CONE Rl012 SMALL BE 12SE0. RA51ER OU19DE WN 1/T' NOR7M.) 6. 7810037 •r WED SECTION 48" CATCH BASIN 6000 14, 40`1 REMOVE CURB BOX BOLTS -, Jj100280OL1F30S6 12 RING5. CAS NG SMOOTH ON INSIDE. NO S R140 TAR ON . CEMENT MORiM ff __101 00451- 510410" SEAL OR EOUAL. ,- RINGS (3 MIN.. 1.0' • MAX. OF RINGS AND MORTAR). _ 1/2' MORTAR ON OUTSIDE. BETWEEN 6" PRECAST CONC BASE 03/10/00 r NO W000 954110 BE USED FON AH9SI9 GAST.. GUAM MORTAR 0162. CAST IRON 00101 BASH ERNE • GONER CAM/NOS rte fKCRICAIIONi PRECAST REINFORCED CONCRETE CON: SECIWN A PRECAST RASE PER A5TU 0074 FRI OPENING SEIKO. PIPE ANO MNMNOLC WNL MIN CEMENT MORRAR 890E SURFACE SMALL RE FINISHED SMOOTH. IANNALAI • M PIPE COVER CAA BE REDUCED PROM 9 I' -6- IN NSTNL1105 a PERFORATED RPE ORAN PER -GRANULAR SUBCUI AND Z0 Px+E DRUM' OEMx. AL KS STANDARD ORA I/2" 2400108 074.04J1510E. BETWEEN RINGS, CASTING k CATCH BASIN FINISH SMOOTH ON INSIDE. NO MORTAR ON IN510E. 11 REMOVE CURS BOX BOLTS 7 RINGS (3 MIN.. 1.0' MAX. OF RINGS 31 MORTAR). 03/30/00 0AR. (4' MIN.) VARIABLE I -INN- SREI.D" 5Eµ OR EOUA_ PRECAST COVER SLAB (11014 2) PUCE 2 STRIPS 811UMA5TIC SEAL ON SUB JOINTS. 7- CEMENT MORTAR PRECAST BASE MN 1 SLAB DA. THICKNESS MIME IIICVbliEMERINIE NO WOOD SMALL BE USED FOR A0NJ51NG CASTING. CEMENT MORTAR 1361. 0051 IRON FRAME • GRATE CASTINGS PER SPECIFICATIONS. UANNOLE STEPS SMALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED NUSNC PER ASIR COS LOCATION MULL BE AS NOTED N TOE SPECIFICATIONS PRECAST REINFORCED CONCRETE BASE 5448 6 CENER STAR PER A51M 1476 PREGET REINFORCED CONCRETE MAAANOLE 54018085 PER A470 0078. OR 0 CONCRETE 1NMNOLE BLOCK WIPE 1/2' A9RME0 ESTER.. FUFN. PRECAST CONCRETE MwNOLE SECTIONS NM 0-RING GASKETS • LUBRICANT EXCEPT AS OTNERNSE SP CIRED FILL OPENING e[ M PARE ARO 1008910E WALL WON CEMENT RORIAR. NSM SURFACE sN.L BE PNORD ■0018 • PERFON.IEDEM1P "= PEKE YPEAAW . 05144, l7 PERFOMT[0 MP[ ORA s"..K. L L!S STANDARD DRAWING N0. LINO LAKES 75' METAL OR 2 -52 -WOOD FENCE POST 0607(0TILE WITH NET HACKING BACKFILL GEOTEXTILE 70 OVERLAP 100002GN TRENCH. NOTE ' -SILT FENCE 585101 CONFORM TO MNDOT 3800. TYPE B. - FENCING 5wLL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. 4/23/97 II N W STANDARD DRAWING N0. •/24/97 STANDARD DRAWING NO 0 N M 099 Et 0 § J 4- 4 WQZ v)< (D N Z ON oZ e, Oz z v2 W F-� D!EC •J 0o < w <0 0 1-J oa JAL JAL 1650.001 11/11/05 C2.0 4 fi r r HARM= MARKER W/SPIKE I I 411„0" SwE0E40E-1, SLOPE ID 01 1.4;E:7;."(r-COUP.AGTEG) GRATICXXIBEDOBiG ‘"": 45. 'END -6' METAL FENCE POST uARKER PAINTED GREEN • I DEPTHS GREATER THAN ; 14' WHERE RI5ER APPROVED EFF EIXONEER. 1 D AMETCHT "".- P100 00 • CAP WNW RISER ._._ 6' LAVAL FENCE POST LLARKER Ft 1 PAINTED GREEN r • r HARDWOOD r MARKER w/SPIKE.-w.. - SLOPE IS MIN 3' SERWCE WYE _ _ = 5/25/00 MAX. 99. mill RISER T _CU IN KES mRTiGHT PLUG OR CAP 45' SENO GRANULAR BEDDING 400(001 (COMPACTED) SERVICE WYE TO BE EMBEDDED IN CONCRETE NOTE SERVICE PIPE TO BE PvC, SCH 40 (AST. D-2665) SOLVENT WELD ALL JOINTS. 0/20/9T PLAN SECTION (FOR B(NDS) cl r STANDARD DRAWING NO. - UNDISTURBED SOIL 2500 P51 CONCRETE 28 DAY 510(0610 STANDARD ORAWING ma. 4/24/97 PLAN , (7,uNDIESTU__TRBED g PLAN (FOR TEES AND CROSSES) 111 KES 0.0.4.2' _J COMPACTED E.C.CILL 1111 COMPACTED 0.D. NOTE: COVER F01I1NGS WITH POLYETHYLENE (MAIL) PRIOR TO POURING CONCRETE. 2500 0.5.4. 50040 00 PIT MATERIAL LP:N.2+ eggialifiggiCEPAII622 GRANULAR MATERIAL BEDDING COMPACTED BACKFILL 0.072 0.0, 0. 1/2 0.D. EARTH FOUNDATION No. STANDARD DRAWING NO. • COVER AS SPECIFIED WATERMAN SIZE VARIES —, A/6/97 CURB GATE VALVE BOK GATE VALVE 1 vr wASHEEI ROCK ALL ARO0040. 4410 1 /3 C.Y. (LuN. 1 C.,' 944PERVIOUS 50110) TIE ROOS \ 8"X21"%16" CONC. BLOCK 3733 ,OZ 0E0TE MIN. 1 LAYER ATTACH TO TOP OF BONNET GATE VALVE INSTALLATION STANDARD DRAWING NO. SAND OR PIT RUN GRANUIAR 8(00106 00 MATERIAL .• GRANULAR MATERIAL ENCASEMENT .• .• RE: go, • FitI! 0.0 /4 (• COMPACTED CRANUIAR BACKFILL 4/8/97 CONCRETE CONCRETE CRADLE —T STANDARD DRAWING NO 3/0' GALVANIZED STEEL TIE RODS OR 'NECK LUG' BRAND THRUST RETAWER GLANDS AT JOINTS SEE STD. DwG. 203 0000107 '---, ;GATE vALVE & BOY 1 rimuwwwwo VARIES vARIES NOY 1 ql 2005 CM/ OF LINO LA;'' I PROP. LINE 0/24/97 rxerm6" CONCRETE BLOCK (VALVE M BOUL(VARD) KE21S 0.0. ACTED 86(60411 - • ASTM 02321 EMBEDMENT MATERLAL—L.,.. (SEE SPEC.) GEOTEXTILE FABRIC 0N000 3733 TYPE 3 CONCRETE BLOCK REACTION BACKING "-1 1/2' WASHED RoCK ALL AROUND MIN. 1/3 C.V. (MM. 1 C.V. IN ImPERVIOUS SOILS.) STANDARD DRAWING 00. Irli PIPE INSTALLATION IN ACCORDANCE wiTH ASDA D 2320 TABLE 2. " EMBEDMENT IMTERIAL SHALL CONFORM TO ASTM D2321, TABLE 1. 12/19/97 ' • (FOR PVC PIPE) satIL?kit, STANDARD DRAwING 0 JAL JAL 1650.001 1 1 /11 /05 C2.1 _ NOV 14 2 )\J2fr-q4 k- 7 P4 AIAp461 z er 1..- b G06<°er *te�t Gee l I t n'- o'' NP•.' 1-4w lt,00 CS CE Is -a. LOG 11.0•K rit!AE44— "". 111••••• EL_E3 \4 X' L'erw- FLOOR PIAN of Swart Focore try Use Office arm- 2,500 sq. it ReP6r 9,000 ag. Storage-21, 210 sq. ft. VE2ANINE PUN Keller .1.1111,11•1 • •COPYRIGHT NOTICE r°`."NOTFOR "COMM N r•■■•"""."===,U.. =‘..-..lraa.•••••••••=1 10.111512113 1.11/0.1.11114411.1■NSI. 11. C..43.1.4N 11.1.1.5. esrevrrew. YPERV152111. PRIM.1.111.1.11 4:11111.141. 1511.19 1521l L.111•157111.111PIL A1.0 110V 0920 300 9 S.F. 101011101 315111/ - (542) 3.300 35. TO, 3034 - (1010) WEST ELEVATION ABUTTING PROP. ZONED RE$ A2.0 SOUTH ELEVATION (FRONT) 4.050 S.F. 01113300 105131034 1.01 011100 - (030) 0.153 51. 01750100 1000111. 1101511 S400E0 - (550) 3.900 Sr. 10, 3103 - (10010 STMOM SEM ROOF S35100 %-004(05Pout 140111 (3) 11003 runt, KO. Tr SKR Pl. WO. EAST ELEVATION ABUTING PROP. ZONED COMM. 4 A2.0 Keller Il..3.3021350111,35511115/0113. mama mou.st ■•■•■ SY2 250 e1.2 7 NEW FACILITY FOR: MINNESOTA 0 0 1— act LLI Cn LLI CI E "COPYRIGHT NOTICE" m mm os mummma. .0.005mmmu • maa um "NOT FOR CONSTRUCTION 441 MAO( 1.0 • 11.11.105 /0'. McwrELT. 150.0m1 S.10,35515 E/TP.-01700 SUPERVISOR, 10.010.0.0, MO. CONTRALT NO, 15/01E0 FOP. C.01151701.1014. A2.0 NOV 0 ( 2995 RUUD LIGHTING U UUUUU la 6 fa 4• 4▪ 466664443,4 • 1.1alsla6 66 1.6666 la 4666 • 1. la la UUU le • 1.6 UUUUU 6• fa • 1.6 UUUUU Ufa 1.1. Sa6 la la 66 ,.41444..46.. • 114, • 3444144464 Y 444 66 1. UUUU 6—I6• -/L 6 6 6 6 6 6 4 • �, u 4 4 4TS. 6 6 6 6 6 6 6 6 4 4 4 4 4 1.6. Y 1. �4 la 6• 6664666 1.6 666 1•66 • 1 4 6 4 6 6 1 4 4 4 6 Y 4 6 Y 4 16 1.61a YU la 4 6 6 4 4 6 6 4 6. 6 4 6 4 Y 6 6 6 1 4 U U U U U u u u u u 6 4 1. 6 6 4 6 4 6 6 6 6 6 6 4 4 6 Y L Y L b 6 4 4 6 6 6 1 L66666466666 1.6 1.66 4 4 0. r-4 fa 6 Y Y —L 66644" 4 _k_6 1. 4 Y Y 4 TTti 6 6 6 4 6 6 6 6 6 6 6 1 6 6 6 6 6 4 A • 4 6 fa lo fa la G MOW 11.26 MAN 6.666666.61416 161666 MOM 234,136, 7 616 6.116 Cr • 0 FIXTURES ARE MOUNTED 18' AFC LiLinalra xn..6. P6 Ace AI ere Act: IY.UA 0<✓ Lek. NT Lek I2 I GN..O L06S O.ccm6een mar 56000 J Gun..O -4 ow AA RUUD LIGHTING 000236.3000 USA 1....•o.di9htinpce& 901.6371991 CAN fla‘610/31/2043 S<A.* 16 ..0 by. ANTONIO CRNCLLO 6*1*3 611- C01(8100 LIG 23266 rimAaAN 5103101.110063! t.ti P.0 ..M w.06 0.666 6 .s.wy 6666 6 661 66.6f e4r1..a ANN, t7. +. ..r .es4w wnnm�pn.60. n ECGTC.101.67 06606ATE0 NT 07026 69130 6C6 LUICYS i'1��Z U 1OR1 0. as 0 :47-• v 0 • _ J d O Attachment E 0 N O Pomp's MLCCS 0.07 0 0.07 0 Pomp's tires location.shp Mlccs_pomp's tires.shp Aspen forest saturated Boxelder - green ash disturbed native forest ® Cattail marsh ® Coniferous trees on upland soils Long grasses on upland soils Non - native dominated long grasses with 51 -75% impervious cover Pavement with 91 -100% impervious cover MI Saturated non - native dominated graminoid vegetation IN Seasonally flooded non - native dominated emergent vegetation Short grasses and mixed trees with 11 -25% impervious cover Short grasses and mixed trees with 4 -10% impervious cover Short grasses with 26 -50% impervious cover Short grasses with 4 -10% impervious cover Short grasses with sparse tree cover on upland soils 0.14 Miles Attachment 11 N S 11/07/2005 MON 12:20 FAX z 1-- = The EZ Wall Pack is a perfect choice for general- security lighting applications that call for a higher wattage, glass - lensed wall pack. It provides superior ease of installation and serviceability, is designed for extreme resistance to weather and insect infiltration, and is available through 400 watts. MO WilieVilla MR I k rejig' Il ' 6700 ,• `` -, 13400` , ..' 201001 ', Candlepower Distribution Curve of 400W MH EZ Wall Pack Candlepower Distribution Curve of 175W MH 12' EZ Wall Pack (preliminary) Isofootcandle plot of 400W MH E2 Wall Pack at 20' (6.1m) mounting height. 2 —$ 3 4 -i- ;: +44- - -.1:4-:,-1 : -• 41 : -t ... .1 :.i. ! 1.4.1. .,: R'° .- i•T•s• � ;..,5.,..►..; - -:-t. ..-i. 2 A. ;.} 1. . li E4 ! ' ;::� �'•i -t-i P - r .o•.t.0 0 2 3 4 DIstmallithftdWmWsylidgM Isofootcandle plot of one 176W MH 12' EZ Wall Pack (preliminary) Housing Size (sq.) 12' 16' 16' 16' 12' 12' 12' 12' 16' 16" 16' 12' 12' 12' 12' 12' 16' 16' GWP Series Order Information Wattage/ Lamp Type 150W PSMH 250W PSMH (I) 320W PSMH tr 400W PSMH 50W MH 70W MH 100W MH 175W MH 175W MH 250W MH (I) 400W MH 35W HPS 50W HPS 70W HPS 100W HPS 150W HPS 250W HPS 400W HPS Catalog Number MGWP0615 -M GWP0625 -M GWP0632 -M GWP0640 -M MGWP0405 -D MGWP0407 -D MGWP0410 -D MGWP0417 -M GWP0417 -M GWP0425 -M GWP0440 -M MGWP0503 -1 MGWPOS05 -D MGWP0507 -M MGWP0510 -M MGWP0515 -M GWP0525 -M GWP0540 -M 0002/002 f $153 $171 $174 $'180 $135 $135 $735 $128 $154 .$156 $16? .719 $124 $124 $124 $127 $'769 $178 Other tamp wattages avaitable- consult factory P Reduced envelope lamp. ED28 for 320 & 400W PSMH and 400W MH. Options: (Factory- installed) Change Add After Description Suffix To Suffix 277V Reactor ballast (PSMH only) 27 120V Reactor ballast (50 -150W HPS 12' housing only) 1 480V ballast 5 Quad -volt ballast (50 -100W MH) M Tri-volt ballast (Canada only) T Single Fuse (277V Reactor, 120V, 277V or 347V) 27.1, 2 or 6 F Dual Fuse (208V, 240V or 480V) 3.4 ors F Quartz Standby (delay -relay type) 0 (includes 100W 0 Iamp) (Na 277V Reactor) Button Photocell pmraor,..r7ay.27ry zeev.zmvoxrvl 27,1, 2, 3, 4 or 6 P Accessories: (Field - installed) Description Catalog Number Wire Guard (12' housing) FWG -MW Wire Guard (16' housing) FWG-W Button Photocell rfrdde as addax dedc,et $5 adders $5 gel addoz $13 $22 $49 $15 74i Prizo $22 $24 For fixtures W /120V PC -1 $70 For fixtures W/208, 240 or 277V PC-2 $10 For fixtures w/347V PC*6 $70 Catalog Number LogicNaltage Suffix Key Page 11 Accessories Page 14 Wire Guard Steel guard provides protection to optical system. Attaches easily around lens frame with supplied 18 stainless steel screws. A black acrylic E -coat finish is standard. GWP • Call for free application /design assistance (800) 236 -7000, 7 a.m. to 6 p.m. CT Order on -line www.ruudlighting.com f •:7 .ti V -". `_Ca� 5?� £e, . a ✓ t15Y tX 4L• • r s e : �, o .. !7 sqk? G . AGENDA ITEM 6.C. STAFF ORIGINATOR: Paul Bengtson CC MEETING DATE: February 13, 2006 TOPIC: Resolution 06 -15 Conditional Use Permit — Auto Repair Facility Pomp's Tire VOTE REQUIRED: 3/5 BACKGROUND Pomp's Tire has requested approval of a Conditional Use Permit to allow an Auto Repair Facility and Site and Building Plan Review for a 30,870 square foot tire warehouse / installation facility at 7385 Apollo Court. ANALYSIS Comprehensive Plan, Land Use and Zoning: The table below identifies the existing land use and zoning as well as guided land uses for the area. Location Existing Land Use Guided Land Use Existing Zoning Site Vacant Industrial Light Industrial North Prison Public / Semi - Public Public / Semi - Public South Contractor's Office Industrial Light Industrial East Multi -Tenant Retail Industrial Light Industrial West Single Family Residential Low Density Unsewered Residential Rural The comprehensive plan guides the site for Industrial use. The site is within the stage 1 (pre -2010) growth area and within the existing MUSA boundary. Public water and sanitary sewer are available within Apollo Court. Conditional Use The applicant is proposing to do tire installation on both commercial and small vehicles. This use is considered Automobile and truck repair and is listed as a conditional use within the LI (Light Industrial) zoning district. The requirements for Automobile and truck repair are as follows: Automobile and truck repair provided that: a. The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or area as to cause impairment in property values or constitute a blighting influence within a reasonable distance of the lot. b. All building materials and construction including those of accessory structures must be in conformance with Section 3, Subd. 4.D. of this Ordinance. c. Not less than twenty -five (25) percent of the lot, parcel or tract of land shall remain as landscaped green area according to the approved landscape plan. d. The entire area other than occupied by buildings or structures or planting shall be surfaced with bituminous or concrete which will control dust and drainage. The entire area shall have a perimeter curb barrier, a storm water drainage system and is subject to the approval of the City Engineer. e. All buildings shall provide an interior location for trash handling or an enclosed trash receptacle area in conformance with the following: 1) Exterior wall treatment shall be similar and/or complement the principal building. 2) The enclosed trash receptacle area shall be located in the rear or in a side yard which is not abutting a street. 3) The trash enclosure must be in an accessible location for pick up hauling vehicles. 4) The trash enclosure must be fully screened from view of adjacent properties. f. All painting must be conducted in an approved paint booth. All paint booths and all other activities of the operation shall thoroughly control the emission of fumes, dust or other particulated matter so that the use shall be in compliance with the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1 -15, as amended. The emission of odor by a use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulations APC, as amended. h. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota Uniform Fire Code. i. All outside storage shall be prohibited except the storage of customer vehicles waiting for repair. g. J• Off -street parking shall be in conformance with Section 3, Subd. 5. of this Ordinance and a loading area or berth shall be provided in conformance with Section 3, Subd. 6. of this Ordinance. k. All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a form request, finds that the general welfare and public betterment can be served by modifying the conditions. With the revised plans dated January 5, 2006; and a condition requiring the trash enclosure to be properly constructed and screened with landscaping, staff feels that all of the above conditions are being met on this site. Setback Requirements Principle Building Parking Lot Maximum Allowed Required Proposed Required Proposed Local Street: Apollo Court Jon Drive 74th Street 30 feet 44 feet 178 feet 259 feet 15 feet 22 feet 178 feet 103 feet Side Yard: South Property Line East Property Line 10 feet 185 feet 168 feet 5 feet 105 feet 15 feet The proposed building meets or exceeds all of the setback requirements for the LI (Light Industrial) zoning district; including the minimum setback from residential districts of 75 feet and the setback requirement between buildings of 1/2 the sum of the building heights of the two buildings. (Even if the 45 foot maximum height was used the setback between buildings would be maxed out at 45 feet, this proposal is well in excess of 45 feet from the buildings to the east and the south. Building Materials To meet the recently approved architectural design standards for the city, the applicant is proposing a mix of brick/masonry materials and EIFS. Ordinance Number 07 -05 which revised the commercial design guidelines requires the following limitations on EIFS type wall finishes: Wall Face Elevation EIFS Maximum Allowed Proposed Front South 30% 20% Sides & Rear South 60% 56% West 60% 54% North 60% 56% East 60% 55% These percentages clearly conform to ordinance 07 -05. Furthermore, the EIFS is no closer than 7 feet 4 inches to the ground, which clearly exceeds the minimum of 4 feet required by the new ordinance. Revisions to the architectural elevations have clearly addressed staff and the Planning and Zoning Board's concerns with the definition of a base, middle, and top to the building. Building Height According to the Zoning Ordinance, no building within the LI (Light Industrial) zoning district may exceed 45 feet in height. At approximately 22 feet in height, the proposed facility complies with the ordinance. Landscaping The LI (Light Industrial) district requires side and rear lot lines adjacent to residential or commercial districts, public right -of -way, a landscape buffer area not less than 40 feet in depth containing an effective mix of screening including landscaping, planting, berming, or fencing. The submitted plans indicate a berm along the southern half of the west property line that along with the proposed landscaping should provide a substantial screen to the west. The revised plans submitted on January 6, 2005 have also increased the buffer screening from 22 trees to 50 trees and 70 shrubs. This increase appears to meet the requirements of the zoning ordinance. Staff notes that this berm was part of the mass grading plan that was approved for this entire industrial development by Conditional Use Permit. Each individual property within the project has been reviewed based on that grading plan as they have developed, so not all of those improvements have been completed until such time that development occurs. In this case there is no berm on the western property line at this time and it would need to be completed as part of this project not only for the purposes of grading and drainage, but also for the screening it will provide. This application has drawn the attention of neighboring property owners and has brought to light issues with the screening of the Summit Fire building to the south. Staff is working towards addressing that issue at this time. As always, all sodded and landscaped areas shall require irrigation. The environmental board has specifically requested that all berms be irrigated as well to ensure survival of planting materials. Green Area The LI (Light Industrial) zoning district requires that impervious surface coverage not exceed 85 %. Plans currently show a total of 5.9 acres of impervious surface within the 8.9 acres of land equaling approximately 66% impervious surface coverage. Well within the allowable standards. Access /Circulation Access to the site is via two exit/entry drives from Apollo Court. Staff has reviewed access to this site and all the other lots within this industrial park as a part of the minor subdivision that created this lot as well as the Apollo Court street alignment. The applicant has submitted an exhibit that clearly depicts proper truck circulation for the site. The cul -de -sac depicted is within a temporary road easement that was granted as part of the minor subdivision that created this lot. The city is requiring full right of way dedication or permanent roadway easements for the entire length of Apollo Court. Prior to the issuance of building permits the applicant will need to supply the city with executable documents for the right of way. Apollo Court will also need to be completed to city standards prior to it's acceptance by the city, this includes the entire length of Apollo Court of which none has been accepted by the city at this point. Pedestrian Circulation Minimal sidewalks are provided within the site due to the use of paving adjacent to many of the building's doors. The exception is the access from the parking areas to the main entrance. Lighting The photometric lighting plan submitted is in conformance with the standards of the zoning ordinance; however, the fixtures included do not meet city standards for shoebox, downcast lighting. A condition of approval has been included requiring compliance with city standards in this regard. Parking This facility will be required to provide parking per the parking standards as listed below. Parking Factor Code Requirement Spaces Required Spaces Provided 1,840 s.f. Office: 3 spaces plus one for each 200 s.f. 13 13 29,030 s.f. Warehouse: 1 space for each 2,000 s.f. 15 15 30,870 s.f 28 28 Signage The submittal includes minimal signage, and with the recent amendments to the signage ordinance would be well within the regulations. All signage will be reviewed at time of building permit and will be required to meet the requirements of the signage ordinance. Trash / Mechanical Equipment The trash enclosure location has been revised to attach it to the north side of the building which will minimize it's visibility from other properties or the right of way. Staff has included a condition requiring the materials used for construction to be similar to the main building. Engineering The City Engineer has thoroughly reviewed the submitted plans and his comments are attached in memorandum form. A condition of this approval will require compliance with these comments. The Rice Creek Watershed District has completed a review of the overall industrial park; as well as issued a CAPROC (Conditional Approval Pending Receipt of Changes) for the Pomp's Tire facility. Enivornmental Board At the November 30, 2005 regular meeting the Board recommended approval of the project. The memorandum of their recommendations is attached to the staff report. Some of the issues were addressed with the revised plans submitted on January 5, 2006; others are included as conditions of approval below. Specifically, the landscape material changes recommended by the Board need to be addressed prior to the issuance of building permits. Plannning and Zoning Board A public hearing was held on December 14, 2005 and the Board voted to recommend approval of the Conditional Use Permit. Several issues that were identified as needing to be revised were addressed with the submittal of a revised plan set on January 5, 2006. Conditions regarding the buffer screening have been eliminated. RECOMMENDATION Staff recommends approval of the request subject to the conditions of the conditional use as listed within the body of the staff report, as well as the following conditions related to the development of the site: 1. A performance agreement must be executed between the developer and the city prior to issuance of building permits. 2. Issues discussed in the City Engineer review memo must be addressed to his satisfaction. 3. All lighting fixtures must be shoebox, downcast fixtures in accordance with the requirements of Subdivision 4, Section F of the zoning ordinance. 4. The trash enclosure must be constructed of similar materials as the main building on the site. 5. A revised landscape plan must be submitted by the applicant addressing all of the comments of the environmental board regarding planting materials. 6. Appropriate right of way easements /deeds must be submitted to the city prior to the issuance of building permits for the site. 7. The entire length of Apollo Court must be completed to full city standards prior to the project receiving a Certificate of Occupancy. 8. All landscaped and planted areas, including any berm plantings, must be irrigated. 9. All native plant areas must be maintained by a city approved contractor for a minimum of three years. 10. The berm on the west side of the property must be completed prior to the issuance of a certificate of occupancy for the building. 11. Issues discussed in the Centennial Fire District review memo must be addressed to their satisfaction. ATTACHMENTS 1. Resolution 06 -15 2. Environmental Board comments from the November 30, 2005 regular meeting. 3. City Engineer memorandum dated February 2, 2006 4. Fire Department comments received November 30, 2005. 5. Pomp's Tires packet received January 5, 2006. Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 06-15 RESOLUTION APPROVING THE CONDITIONAL USE PERMIT FOR AUTOMOBILE AND TRUCK REPAIR FOR POMP'S TIRES. WHEREAS, the City has received an application for a conditional use permit approval for property currently described to -wit: THAT PRT OF NW1 /4 OF SE1 /4 OF SEC 18 TWP 31 RGE 22 LYG N OF CSAH NO 12, AKA APOLLO DR, & LYG W OF FOL DESC LINE: COM AT NE COR OF SD SE1 /4, TH S 88 DEG 22 MIN 57 SEC W, ASSD BRG, ALG N LINE THEREOF 2099.84 FT TO PT "A" & POB OF SD LINE, TH S 1 DEG 37 MIN 03 SEC E ALG SD LINE 694.37 FT, TH SELY ALG SD LINE 109.55 FT ALG A TAN CUR CONC TO NE HAV A RAD OF 165 FT & A CEN ANG OF 38 DEG 02 MIN 28 SEC, TH S 39 DEG 39 MIN 31 SEC E TAN TO SD CUR ALG SD LINE 70.31 FT +OR- TO INTER/W NWLY R/W LINE OF SD RD & SD LINE THERE TERM, EX THAT PRT THEREOF DESC AS FOL: COM AT SD PT "A ", TH S 1 DEG 37 MIN 03 SEC E648.37 FT, TH S 88 DEG 22 MIN 57 SEC W 70 FT, TH S 1 DEG 37 MIN 03 SEC E 16 FT TO POB, TH S 88 DEG 22 MIN 57 SEC W 131.85 FT, TH S 50 DEG 20 MIN 19 SEC W 203.19 FT, TH S 80 DEG 18 MIN 27 SEC W 225 FTTO W LINE OF SD 1/4, TH S 0 DEG O1 MIN 09 SEC W ALG SD W LINE 425 FT TO NWLY R/W LINE OF CITY OF LINO LAKES R/W PLAT NO 1, AKA APOLLO DR, TH NELY 414.82 FT ALG SD NWLY R/W LINE & ALG A NON TAN CUR CONC TO NW HAV A RAD OF 799 FT & A CEN ANG OF 29 DEG 44 MIN 48 SEC & A CHORD BRG OF N 65 DEG 12 MIN 43 SEC E, TH N 50 DEG 20 MIN 29 SEC E TAN TO LAST DESC CUR 308.46 FT, TH N 39 DEG 39 MIN 31 SEC W 70.31 FT, TH NWLY 156.03 FT ALG A TAN CUR CONC TO NE HAV A RAD OF 235 FT & A CEN ANG OF 38 DEG 02 MIN 28 SEC, TH N 1 DEG 37 MIN 03 SEC W TAN TO LAST DESC CUR 30 FT TO POB, EX RD, SUBJ TO EASE OF REC ; and WHEREAS, the conditional use permit approval request is based on the following submittals: 1. Pomp's Tires plan set received January 5, 2006. ; and WHEREAS, at their meeting on December 14, 2005, the Planning & Zoning Board held a public hearing and recommended approval of the conditional use permit subject to the conditions listed in the meeting minutes; and WHEREAS, the proposed conditional use permit meets the requirements of the City's zoning ordinance, subject to certain conditions of approval. Pomp's Tires Page 2 NOW, THEREFORE, BE IT RESOLVED that the City Council of Lino Lakes hereby approves the condtional use permit for automobile and truck repair for Pomp's Tires subject to the following conditions: 1. A performance agreement must be executed between the developer and the city prior to issuance of building permits. 2. Issues discussed in the City Engineer review memo must be addressed to his satisfaction. 3. All lighting fixtures must be shoebox, downcast fixtures in accordance with the requirements of Subdivision 4, Section F of the zoning ordinance. 4. The trash enclosure must be constructed of similar materials as the main building on the site. 5. A revised landscape plan must be submitted by the applicant addressing all of the comments of the environmental board regarding planting materials. 6. Appropriate right of way easements /deeds must be submitted to the city prior to the issuance of building permits for the site. 7. The entire length of Apollo Court must be completed to full city standards prior to the project receiving a Certificate of Occupancy. 8. All landscaped and planted areas, including any berm plantings, must be irrigated. 9. All native plant areas must be maintained by a city approved contractor for a minimum of three years. 10. The berm on the west side of the property must be completed prior to the issuance of a certificate of occupancy for the building. 11. Issues discussed in the Centennial Fire District review memo must be addressed to their satisfaction. 12. The following conditions of the Automobile and Truck Repair conditional use shall continue to apply to this use on the site: a. The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or area as to cause impairment in property values or constitute a blighting influence within a reasonable distance of the lot. b. All building materials and construction including those of accessory structures must be in conformance with Section 3, Subd. 4.D. of this Ordinance. c. Not less than twenty -five (25) percent of the lot, parcel or tract of land shall remain as landscaped green area according to the approved landscape plan. Pomp's Tires Page 3 d. The entire area other than occupied by buildings or structures or planting shall be surfaced with bituminous or concrete which will control dust and drainage. The entire area shall have a perimeter curb barrier, a storm water drainage system and is subject to the approval of the City Engineer. e. All buildings shall provide an interior location for trash handling or an enclosed trash receptacle area in conformance with the following: 1) Exterior wall treatment shall be similar and/or complement the principal building. 2) The enclosed trash receptacle area shall be located in the rear or in a side yard which is not abutting a street. 3) The trash enclosure must be in an accessible location for pick up hauling vehicles. 4) The trash enclosure must be fully screened from view of adjacent properties. f. All painting must be conducted in an approved paint booth. All paint booths and all other activities of the operation shall thoroughly control the emission of fumes, dust or other particulated matter so that the use shall be in compliance with the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1 -15, as amended. g. The emission of odor by a use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulations APC, as amended. h. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota Uniform Fire Code. i. All outside storage shall be prohibited except the storage of customer vehicles waiting for repair. Off - street parking shall be in conformance with Section 3, Subd. 5. of this Ordinance and a loading area or berth shall be provided in conformance with Section 3, Subd. 6. of this Ordinance. j• k. All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a form request, finds that the general welfare and public betterment can be served by modifying the conditions. Passed by the Lino Lakes City Council this 13th day of January 2006. John J. Bergeson, Mayor ATTEST: Julie Bartell, City Clerk Pomp's Tires Page 4 Adopted by the Lino Lakes City Council this 23rd day of January, 2006. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. Recommendations Lino Lakes Environmental Board November 30, 2005 The following recommendations were made at the November 30. 2005 Environmental Board Meeting: Pomp's Tires Landscape • There should be no exporting or importing of soils from this site without City Approvals. Wetland soils should be stockpiled and used in the constructed wetland and infiltration areas. • All infiltration, management pond and surface water swale areas should be planted with a City specified native seed mix (not the MNDOT specification). A City approved contractor should be hired to install, and maintain the native plant areas for a minimum of 3 to 5 years. Seed verification should be made with the City Environmental Coordinator prior to planting. • All turf areas should be irrigated. All turf areas should have top soil thoroughly tilled into the subsoil as deep as possible. This should be a check list item that is inspected by environmental prior to sodding. There is no indication on the plan as to what will be growing in the open area to the south. If this area is going to be mowed like a sodded landscape is mowed, than it should be shown as sod with irrigation. Otherwise this are should be seeded with the City native upland seed mix and placed under a 3 -5 year initial start-up contract with an approved landscape company. This contract should include one burn at the end of 3 years. • A proposed berm area on the western side of the project is intended to screen the residential area to the west. This berm should be irrigated, in order to support plantings on the berm. • In the tree planting pallet, Green Mountain Sugar maples should be changed. Red maple, Hackberry, Red or White /Burr oaks should be substituted for the Green Mountain maples. • On the upland portions of the pond areas that are to be seeded with the City native seed mix, the developer should plant tree species that would tolerate native plant management. I would suggest changing the Niobe Weeping Willows to Oak species. • Apollo Court should have boulevard trees planted every 50 feet. Suggest planting oaks in this area. • In the foundation planting schedule, I would suggest changing the Dwarf Amur maple to some native species that is not on the state invasive listing. Tree Preservation • Although there are several stamped trees on the plan that appear to be significant trees, there is no identifying codes as to what these trees are, or whether they are intended to be removed or saved. If they are to be saved they should be indicated as such on the plan and a detail on appropriate tree protection measures shown. All tree protection measures must be implemented prior to soil disturbance. Lighting • The photometric plan shows the light "zeroing -out" at the property line. Security light fixtures do not appear to meet the City standard. Lights should meet the City standard. Erosion Control • The erosion control plan must be on site. The developer should indicate the place where the erosion control plan under an approved NPDES permit will be found on site. All required weekly and post rainfall event inspection reports must be located with the erosion control plan. The developer should indicate the site NPDES site supervisor and contact number. • Rock entrances must be replaced or added to if rock pore spaces become filled. Any area storm water catch basins must be protected with an approved sediment containment device (no hay bales) such as the Royal Infrasafe debris collection device. Tire Storage • There should be appropriate storage of used tires so that they remain dry (mosquito breeding concerns) and are out of sight. Motion to approve staff with Environmental Board recommendations by Bauman, second by Bor. All were in favor. C I TY,r''` "` 0 F !N ' KES Memorandum DATE: February 2, 2006 TO: Paul Bengtson FROM: James E. Studenski, City Engineer RE: Pomp's Tire Attached please find an updated TKDA review dated February 2, 2006 of the submitted items for the Pomp's Tire project. This review has been sent to James Landini with Metro Land Surveying & Engineering. Please note that these items must be completed before final approval is given to this project. Contact me with any questions, thank you. 600 Town Center Parkway, Lind Lakes, Minnesota 35014-1182 Phone: 651-982-2400 • Fax: 651-9i32-2499 TKDA ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM 1500 Piper Jatlray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292-0083 Fax www.tkda.com To: James E. Studenski, P.E. Reference: Pomps Tire Copies To: Site Plan Review City of Lino Lakes, Minnesota From: Thomas Prew, P.E. Proj. No.: 13265.002 Date: February 2, 2006 Routing: The following review is based on these submittals: 1. Midstates Tire and Tool, Inc. Utility Plan prepared by Metro Land Surveying & Engineering, dated January 4, 2006. 2. Midstates Tire and Tool, Inc. Grading Plan prepared by Metro Land Surveying & Engineering, dated November 2, 2006.. Streets 1. Previous comments regarding the street have been addressed. Sanitary Sewer 1. The developer will provide as -built records for the sanitary sewer that crosses this property. All other comments have been addressed Watermain 1. Previous comments regarding the watermain have been addressed. Drainage and Storm Sewer 1. A memo on the drainage and storm sewer was completed on January 23, 2006 (see attached). The drainage plan and the storm sewer plan should be re- submitted with those comments addressed. Miscellaneous 1. Construction Record Drawings (As- Builts) must be submitted once all improvements have been completed. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity TKDA ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM To: Copies To: James E. Studenski, P.E. 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292 -0083 fax www.tkda.com Reference: Pomps Tire Drainage Review City of Lino Lakes, Minnesota From: Connie J. Taillon, P.E. Proj. No.: 13604.006 Date: January 23, 2006 Routing: Remarks in bold are based on responses submitted by Metro Land Surveying & Engineering, dated January 4, 2006, and the following submittals: 1. Midstates Tire and Tool, Inc. plan set prepared by Metro Land Surveying & Engineering, dated January 4, 2006. 2. Existing and Proposed HydroCAD models prepared by Metro Land Surveying & Engineering, dated January 5, 2006. 3. Proposed drainage plan prepared by Metro Land Surveying & Engineering, dated November 2, 2005. Drainage Review Comments: 1. Include off -site drainage entering the proposed pond via an existing culvert located under Jon Avenue. Include this drainage in the hydrologic analysis of the site. No further comment. 2. Use a curve number of 100 for the dead storage area of the wet pond and wetland in the HydroCAD model. No further comment. 3. The n value for the existing 24" culvert under 74th street should be increased to 0.024 for corrugated metal pipe. No further comment. 4. Define infiltration only above the normal water level for the proposed detention pond. Set the infiltration invert elevation to 898.0 (NWL) for pond 2P. 5. Based on the infiltration guidance document prepared by RCWD, an infiltration rate of 0.25in/hr (.0003472 ft/min) should be used for Type B soils. An infiltration rate of 0.25 in/hr should be used for pond 2P. 6. Update the plans to reflect the sharp- crested vee weir defined in the HydroCAD model for Pond 2P and Pond 3P. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity Pomp's Tire, Inc. Drainage Review City of Lino Lakes, Minnesota Page 2 January 23, 2006 The grading plan indicates a broad crested weir outlet for the proposed infiltration basin which is inconsistent with the sharp crested vee weir outlet defined in the HydroCAD model. Please update the grading plan to reflect the model. 7. Include the sharp- crested vee weir detail in the plans as dimensioned in the proposed conditions HydroCAD model for Pond 2P and Pond 3P. Please include a detail of the sharp crested vee weir in the plans. 8. Include details of the pond outlet baffle and bale check in the plan. No further comment. 9. The high water levels indicated in the grading plan is inconsistent with the high water levels summarized in the HydroCAD model. Update the plan to reflect modeling results. Update high water levels on the grading plan and pond baffle outlet detail according to the above model revision results. 10. Expand the easement at the south corner of the proposed detention pond and add easement along storm sewer from the cul -de -sac to the proposed detention pond. No further comment. 11. Submit a copy of the RCWD 05 -117 permit, RCWD 04 -100 permit, and the NPDES permit. No further comment. Storm Sewer Review Comments: 12. Please submit storm sewer calculations and a storm sewer drainage map for review. Storm Sewer design is typically accomplished using the rational method. Storm sewer for the Pomp's Tire site was designed using HydroCAD. Pipe capacities were checked against inflow values determined in the model, and there appears to be sufficient capacity to convey the 10 -year storm event. 13 Include roof drainage in the storm sewer design calculations. No further comment. 14. Include rim and invert elevations for all catchbasins and manholes on the plan. A minimum of 2 feet of cover from top of storm sewer pipe to rim of catch basin /manhole is recommended. Additional Comment 15. Should the 24" diameter storm sewer pipe between CBMH3 and CBMH2, as shown on the Utility Plan, be 30" in diameter? Centennial Fire District 7741 Lake Drive Lino Lakes, MN 55014 (651) 784 -7472 - Office (651) 784 -2427 — Fax Jim Studenski City of Lino lakes 600 Town Center Parkway Lino Lakes, MN 55014 RE: Midstates Tire and Tool Co Dear Jim, My preliminary review of the plans for this building consist of the following. • The Fire Hydrant on the cul -da -sac needs to remain. • The Fire Hydrant on the East property line needs to have a 36 in. clearance from the retaining wall. There is no fence at this time but would also need the same clearance. • The fire department will also need a hydrant in the green space outside of front office. FDC will be in this location. Thank You, David Bruder Fire Inspector Centennial Fire District Serving the cities of Centerville, Circle Pines and Lino Lakes Centennial Fire District 7741 Lake Drive Lino Lakes, MN 55014 (651) 784 -7472 - Office (651) 784 -2427 — Fax Jim Studenski City of Lino lakes 600 Town Center Parkway Lino Lakes, MN 55014 RE: Midstates Tire and Tool Co Dear Jim, My preliminary review of the plans for this building consist of the following. • The Fire Hydrant on the cul -da -sac needs to remain. • The Fire Hydrant on the East property line needs to have a 36 in. clearance from the retaining wall. There is no fence at this time but would also need the same clearance. • The fire department will also need a hydrant in the green space outside of front office. FDC will be in this location. Thank You, David Bruder Fire Inspector Centennial Fire District Serving the cities of Centerville, Circle Pines and Lino Lakes 8 NORTHy1F3T CORNER OF it 1117HEAST : AJAR. ER 0F1 "EC 18 57"W / -- NORTH LINE OF THE SOUTHEAST QUARTER OF SEC 19. TWP 31. RfNS 22 188.37 588°22'57"W / t"//U 1 / F •r ■ miemet JAN 0 =- zoos C/TY OF LNG !AKE'S Scale I Inch a 50 Feet For the pur4059 of this Barmy. the North line of the Southeast dimmer of Section 18, Township 31. Range 22 is assumed to bear N88. 22' 57'E Parcel G That part of the Southeast (howler of Section 18. Township 31. Reno. 22. Anoko County. Minnesota, described as commencing of the Northeast comer of said Southeost Ouorler. thence $oulh 88 degrees 22 minutes 57 seconds West. a sumed bearing, along the Werth lint of said 50010.31 Ouorter a 0islan00 of 2099.84 feet to the point of beginning of the parcel to be desc00ed. Ihanee South 01 degrees 37 minutes 03 seconds East a distance of 648 37 feet: thence South 88 degrees 22 minutes 57 3ecana. West. 7000 feet: thence South 01 degrees 37 minutes 03 seconds East. 16 00 feel. thence South 88 degrees 22 bates 57 seconds West. 131.85 feet: (home South 50 degrees 20 minutes 29 .atonal West. 203.19 feel; mote South 80 degrees 18 inmates 27 seconds West. 22500 feet to the West One of said Ss (1,4.41 0u0,ter. thence North 00 degrees 01 minutes 09 ,.minds East. along said mist his, 821 53 feet to the North One of soil Southend 0uarter: thence 010,0, 58 degrees 22 minutes 57 seconds East. along sod North Ina, 561 18 feet to the point of beginning Parcel G -6 (Drainage and Utility Easement) A peryetua eosernent for public dranole and unity purposes over. under and across she Wowing described parcel: beginning at the N0,1hwe01 corner of the Soulheasl Quarter al Section 18. Township 31 Range 22. Anoka Calmly. Minnesota: thence North 88 degrees 22 minutes 57 seconds East. on an 0s 1 0med bearing long the North line of said 3oulhe0.1 Quarter a distance 1 531 18 lee(: thence South 01 degrees 37 minute. 26 se•ands East o distance of 9100 feet: thence South 88 degrees 22 nurses 57 seconds West o distance of 18537 lest: thence South 42 degrees 05 minutes 06 seconds West 0 distance of 33725 feet to a point to he herehofter known as point A. thence continuing along the attention of the lost described line a distance of 28 19 feet. thence South 79 degrees 25 mnutes 59 seconds Vest a distance of 27..5 feet. thence South 48 4egrees 25 minutes 37 second. West a distance of 26.69 feet. thence North 55 degees 12 pules 16 seconds West a diatom.. 01 19 32 feet; theme South 74 degrees 25 minutes 59 seconds Waal a Metonym a1 3963 lest to the Weal line of sad Southeast Nate, thence North 00 degree. 01 minutes 09 seconds East along lard West line a as0nce of 370.00 feet to the point of begnnno A strip of Iona 2000 feel in width the Westerly and Southerly brie of whkh m described QS comment s:9 at the prenously de.c.bed pant A. thence South 42 degrees 5 minutes 13 seconds East a .Balance of 11639 feel: thence Sou(6 31 degrees 46 minutes 48 scads Eost a distance of 16509 Inc. thence North 90 'e9ree0 0 minutes 0 seconds East a distance of 108 59 feel: thence Sour, 38 degrees 12 "'smote. 17 seconds East o distance of 60.38 feet and said line there temnating.Sa,d easement le to extend b/ Its fun width from the Easterly line of the preuiamly described easement to is (me 060,0 n of right angles to said line and .6,06 passes through the point of termination Together with 0 perpetual easement for ingress and egress purposes ova. the ldiowng described parcel: beginning at previously described pent A, thence South 42 degrees 5 mules 6 seconds West o distant. of 2619 feel; thence South 79 degrees 25 minutes 29 seconds West a distance of 2745 feet, thence South 48 degrees 25 minutes 37 seconds West a 4 :stance of 2669 lees, splice North 55 degrees 12 minutes ,6 seconds West o distance of 19 32 feet. thence South 79 degrees 25 minutes 59 Se 0001 West a distance of 39 63 feet to the West line of said Southeast Ouorter , thence South 0 degrees 1 minute 9 seconds West. along said West line a distance of 8240 feel :thence North 51 degrees 30 minutes I2 seconds East o d,sl00ce of 169.90 feet to it's intersection with o line which bears South 42 degrees 5 minutes 13 seconds East and which passes th 00911 the point of beg'e,nng:thence North 42 degrees 5 minutes 13 'mond, West a distance of 2030 feel to the point of beginning And a pemetuol easement for ingress d egress purposes over the following 0010(4800 00,001. c 00an9 el the Northeast corner of so,4 Southeast Ouartr. theme South 88 degrees 22 minutes 57 seconds West, assumed bearing do0g the North hoe of said Southend Warier a distance of 209984 feel: thence South 1 degree 37 minutes 3 seconds East a distant. of 54302 feel to the point of beginning; thence continuing South 1 degree 37 minutes 3 seconds East along the extension of the last described line 105 35 feet: thence South 88 degrees 22 minutes 57 se0ands West a distance al 70.00 feet. thence North 1 degree 37 minutes 3 seconds West a distance of 16 00 feet: thence North 44 degrees 31 minutes 58 seconds West a distance of 77 83 feet: theme Northerly. Easterly and Southerly aorta a tangential curve concave to the South having a radius of 71.00 feet and a central 44910 of 222 degrees 54 moots, 55 sec,as for 4alanc. of 276.23 feet to the pant of beginning. IFGENQ PROPOSED EASEMENTS EXISTING EASEMENTS 1 hereby comfy that PS ,unsay. plan •' report was Wepar0a by me or 'Jailer in s 7 4,00! suprws, Q and mat ( 'm a •},;y I,ce^sed l d r son under the : w 0( the slots of 0en•s0,0 Doted Out 4311 day of January. 2706 P,101,1 n Amon. Minnesota Lumen.. Nn 17745 b1 W 1— Z w Tin U) W a z N 0 0 J J 0 Q. 1- m_ S x w 1- Z w w Ut w W Q z Mean C.E :itt0 14350 Olt 1/3/06 •xt NORTHWEST CORNER OF • SOUTHEAST QUARTER SEC 18 THE Sp1 TTHA 8 699 13148'. 900 Ottfl a99— r PP,11POSED •- DRAINAGE R46SEMENT 6 �AIStW DRAINAGE p4 AND I UTIL[i'!' EA SEMF_NT I I FO, ■ PROPOSED DRAINAGE EASEMENT J 1) 9C3 02 J EXISTING BPA INAGE 902 AND UTILITY EASEMENT EXISII14_ DRAINAGE AND UTILITY EASEMENT PROPOSED• DRAINAGE' EASEMENT _ PROPOSED DRAINAGE' EASEMENT PROPOSED ROAD RIGHT OF BEGIN me WAY CONSTRUCTION 900 \� A •"C\ 1 • Y• 0 " G� pe' 0 J �'• SIG 90A a3.5 EX IS ilkG DRA(NAIiE -I-- AND'I UTILITY • EASEMENT I I • 1._ BEGIN ICONSTRUC T ION I 9045 906 810 GRADING NOTES - PROPOSED `2,12 t5 REPRESENT P885060 SURFACE ELEVATIONS SPOT ELEVATIONS ALONG P60 0520 CURB DENOTE QUTTERU6E. EXISTING UTILITIES 5)4014 ON THESE PUNS ARE BASED OR RECORD DRAWINGS AND, RHERE POSSIBLE. MEASUREMENTS TAKEN N THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BENG EXACT OR COMPLETE CONTRACTOR SMALL CONTACT THE APPROPRIATE UTIUTY CONPANE5 AT LEAST A8 HOURS PRIOR TO EXCAVATION. TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING *16.4165 WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWS ON THE PUNS CONTRACTOR TO CALL GOPHER STATE ONE CALL (1 -600 -252 -1166) 40 HOURS PRICK 10 EXCAVATION 800 LOCATIONS OF UTILITIES. CONTRACTOR RESTRED TO PROTECT THE TREES TO BE SAVED. 580160 ANY PORTON OF 144E TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL IRIN44NG SERVCE TO TRW THE TREES SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY 0405. THE BROKEN UMBS 589060 BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPE610 PROTECTED TO MINIMIZE ANT US11NG DAMAGE NO TREES SHALL BE REMOVED vATHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CON50ERE0 INCIDENTAL TO THE GRADING CONTRACT. CONTRACTOR SHALL 5TRTP, STOCKPILE AN0 RE- SPREAD SUFFICIENT TOPSOIL TO PROLATE A 41NIMU4 F036 INCH DEPTH TO ALL DISTURBED AREAS TO BE SODDED OR SEEDED. THE FINI5880 BUILDING SUBGRADE ELEVATION SHALL NOT VARY BY YORE THAN 0.10 FEET ABOVE OR 8E108 THE P60805E0 ELEVATION. STREET OR PARKING AREA SUBGRADE ELEVATION SHALL NOT VARY 8Y MORE THAN 0.05 FEET MOYE OR BELOW THE PRESCRIBED ELEVATION. AREAS TO RECEIVE TOPSOIL SHALL 9E GRADED TO WHIN 0.10 FEET OF THE 5600)6EO ELEVATION UNLESS DIRECTED OTHERWISE 8Y THE ENGINEER. TOP501L SHALL BE GRADED TO WITHIN IE INCH OF /NE 5850146D THICKNESS. THE CONTRACTOR SHALL COMPLY WIT THE REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT DISCHARGE EUMNAOON SYSTEM (NPOE5) PERMIT. CONTRACTOR SHALL BE A C0- APPLICANT WATH THE OWNER. THE CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECTION REPORTS AND BE RESPONSIBLE FOR MAINTENANCE OF TIE EROSION CONTROL DEICES. MAINTENANCE THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, ANT KEEP AREA FREE OF TRASH AND DEBRIS. CONTRACTOR SHALL REPAIR AND REE5TMU50 GRADES IN SETTLED. ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REWIRED. AND DURING THE WARRANTY PERIOD, ERODE0 AREAS WHERE TURF IS TO BE ESTABUS1E0, SMALL BE SEEDED AND MULCHED. 86RERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER. CONTRACTOR SMALL SCARIFY, SURFACE, RESHAPE AND COMPACT TO REGAINED TENSITY PRIOR TO FURTHER CONSTRUCTION. AFTER SITE TRADING IS COMPLETED, 6 EXCESS OR SHORTAGE OF SOIL MATERIAL EM5TS THE CONTRACTOR SHALL TRANSPORT ALL EXCESS MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR NPO8T SUITABLE 4ATERML TO THE STE. A BOCCI FIBER BLANKET SHALL BE FURNISHED ANT PLACED 18 AREAS WHERE THE SLOPE EXCEEDS 3.1. THE CONTRACTOR SHALL COMPLETE DEWATERINC AS REWIRED TO COMPLETE THE STE GRADING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WMTH TIE REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT 04500880E ELBANAOON SYSTEM (NPOES) PERMIT. THE CONTRACTOR SNAIL BE REWIRED TO BE A CO- APPLICANT WITH THE OWNER. ME CONTRACTOR SHALL COMPLETE THE REWIRED INSPECTOR REPORTS THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OE THE E6D5100 CONTROL DEICES A COPY CF THE PERMIT CAR BE OBTMNED FROM TIRE ENGINEER. ALL /LATCH POINTS AND PAVEMENT PATCHES TO BE SAWCUT AT FULL DEPTH. INFILTRATION BASIN NOTES GRATING SEQUENCE — ROUGH GRADING SHALL BE 00/46 IN CONJUNCTION WAN THE REST OF THE SITE EXCAVATE MOWN i 0.3' Of FINISHED GRADE 08144 LIGHT OR 808866 -7ILED EWIIPMENT, FINAL GRADING OF BAST, SHALL BE OEUYED UNTIL REMAINDER OF SITE 45 MASH GRADED AND SEEDED. NO OVER- EXCAVATION OF BASIN AREA IS ALLOWED. AFTER FIN5R GRATING, TILL THE BASIN FLOOR TO A MINNIUM DERV Ci SIX INCHES ma TOP50L WIN ON -SITE SANDY SOILS IN A RA710 OF 50/50. OR AS DIRECTED BY THE EN0NEER. NO EWIP9ENT MAY BE WOVEN ACROSS THE BASIN FLOOR AFTER GRADING AND TURF ESTABU5aENT OPERATORS ARE COMPLETE. ERO50N CONTROL - PLACE SILT FENCE AROUND BASK AREA N8EDIATE41 AFTER ROUGH GRADING IS FINISHED. MAINTAIN UNTIL FN15H GRACING AND TURF ESTABuSANENT WORK IS OWE AND VEGETATION IS ESTABLISHED AND GROWA0G. TURF ESTA8450MENT - SEED WIN CITY APPROVED MIXTURE. IN ACCORDANCE WITH CITY 6EWIREMENT5. VEGETATION IN PONDS AND N6l1RA00N AREAS SHALL BE RESTORED WMTH DEEP - ROOTED NAME VEGETATION (4000T NIX 310601 OR SUITABLE WETLAND SEED ECUIVALENT). RE- VEGETATION SHALL COMMENCE 78174)6 IA DAYS OF FINAL GRATING MANAGEMENT PONDS SHALL BE SEEDED WITH 4400T MIX 270 PER THE 44001 2003 DISTRICT SEEDING RECOMMENDATIONS PUBLICATION MEANS AND METHODS OR EQUAL APPROVED BY A LANDSCAPE ARCWTECI PRIOR TO THE PURCHASE ARD INSTALUTON INFILTRATOR AREA TO BE GRADED TO FINAL GRADE AFTER STABU2ATION OF UP5TRU4 AREAS RE40K ORGANIC MATERIAL IN THE INFILTRATION AREA REPLACE KITH SAND REati-98151 JAN 0 2006 CITY O F LINE LAKES LEGEND EXIS 4746 LTC LOT UNE CENIEK•E EASE6DNT LINE CURS A GUTTER IN1COR CONTOUR NINON m TwR Nor V 450) .800 ORTNAG[AN ..s SOIL BORING Rw SAT FENCE OWN RASO •I • CATO" 8510 MANHOLE • ••■ STORM 10•4MX.E 0 • IL.. ENO d GEE PROPOSED EROSION CONTROL NOTES ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COLOIENCE4ENi OF GRADING OPERATIONS AN0 BE MAINTANE0 UNTIL ALL DISTURBED AREAS ON THE SITE NAK BEEN RESTORED. TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN S)RUC1URE AS M INLET PROTECTOR MEASURE DURING CONSTRUCTION SEE DETAIL). =CD1METT SHALL BE RE40VE0 FROM ALL SEDIMENT CONTROL DEICES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED 80 0710 PERCENT. A STABIUZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AR0 RAINTAINED FOR DURATION OF PROJECT ROCK ENTRANCES MUST BE REPLACED OR ADDED TO IF ftOCK PORE SPACES BECOME QUED. CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS NOT TO BE 5000E0. SEEDING SHALL BE PER 0700T SPECIFICATION 3878 APPLIED AT A RATE OF FIFTY POUNDS PER ACRE SEEDING IN POND ANTI NFC1RATION AREAS SMALL BE MIXTURE SIONWT (NARK WET TALL) IN ACCORDANCE WIN I1700T SPEOFICATON 3876 APPLIED AT A RATE OF 62 POUND.. PER ACRE. MULCH SHALL BE PER 4444001 SPECIFICATION 3882. TYPE 2 THE MULCT SHALL BE APPLIED N ACCORDANCE WIN M4001 S EOFICAT10N 25713. Fl MULCH TO BE APPLED AT A RATE OF TW0 TONS PER ACRE MULCH SHALL BE ANCHORED WITH A DISC, CLODBUSIER OR OTHER APPROVED EQUIPMENT. 0 � _M Q CC 0 U J4-¢ W Q Z (~i1Q Ap Y N Q Z ZIP gZ (, g Z0 ocoet a W 0 Q Q a- 0 C7 F 0 JAl JAI. 1650,001 10/06/05 01.0 NORTH LINE F'✓ THE sou IHEA. >T ffl)ARTF'R , -• : f 3E: 1S- rwP - --517 R ' NORTHWEST CORNER OF • SOUTHEAST OUARTEF. SEC 18 PPOROSEB ... DRAINAGE .. PROPOSED .Y . ,'EA::EMENI POSSIBLE FUTURE BUILDING i 'E%I"TING DRAINAGE AND UTILITY EASEMENT EXISTING DRAINAGE R4 AND UTILITY EASEMENT 4 EXISTING DRAINAGE AND UTILITY ' EASEMENT PROPOSED,/ DRAINAGE' EASEMENT PROPOSED; DRAINAGE' EASEMENT PROPOSED ROAD RIGHT OF BEGIN WAY CONSTRUCTION mat 0% a i sa jAN 2006 Cay LA ifEs STORM DRAIN NOTES 25 .I C1M .) CM.. P4 CPH n 5865 .4 aril 4. ETA 5 NA• C. 60' 4Y ATN LIVE. 90495 .9 9m 4) 90) 56 99 ?24 98319 991 3> 414 9999+ MLM 999 LEGEND E11511NG PROPOSED u■ LINE 1.01 M[ GOMM 6 EASEMENT LWE MT. OKImtAD CABLE N - LP0EMT4XM CAKE 040.000 ELLCI1M -- at - MRM?wD ELECIIM - . - 00,1 A0801 FCC[ O- MORICAMA0 AMP r0 v.or AD RLEN.DNE - OMCAMO 040LE K - 0 CATCH 0•]18 MNA..8 0 MOM MAMA. RAGED END 1 MC M 2NM GAR MAW AM NroNANt wmommut •_ •0 A STORM DRAIN NOTES CATCH BASINS SHALL NOT BE HACIGILLEO UNTIL FABRIC WRAP IS INSPECTED BY THE CITY. TRASH WARDS SHALL BE PLACED ALL STORM DRAINS AND CULLERIS PROVIDE CLASS IV RIPRAP WITH FILTER FABRIC FOR ALL PIPE OUTLETS. TIE LAST THREE SECTIONS OF CONCRETE PIPE SHALL BE RED, INCLUDING APRON. FOR CONCRETE PIPE LESS THAN 48 -INCH DIAMETER. ALL SECTICMS SHALL BE TIED FOR CONCRETE PIPE OF 45 -1004 DIAMETER OR LARGER. UTILITY NOTES CONTRACTOR SHALL 4010 VERIFY LOCATIONS ARO ELEVATIONS OF CASTING UTILITIES AND TCPOGRAPHIC FEATURES PRIOR TO ME COMMENCEMENT OF STE GRADING. 1HE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS ALL EXISTING UTILITY LOCATIONS 5110WN ARE APPROMMATE. CONTACT 'GOPHER STATE ONE CALL' (651 -454 -0002) FOR URUTY LOCATIONS 46 HOURS PRIOR TO EXCAVATION. UTILITY CO4SIRUCT10N SHALL CONFORM TO THE CURRENT E01TI0N OF STANDARD SPECIFICATIONS FOR WATERMNN AND SERVICE UNE INSTALLATXIN AND SANITARY SEWER *N0 STORM DRNN INSTALLATION" AS PREPARED BY THE CITY ENONE025 ASSOCIATION OF MINNESOTA CATCH BASINS AND MANHOLES IN PAVED AREAS TO BE SUMPED 004 FEET. CATCH BASN5 IN GUTTERS TO 8E BUMPED 0.08 FEET PER DETAILS ELEVATIONS SHOWN ON PLAN DO NOT REFLECT AIMPED 01EV400445. ALL FIRE HYDRANTS SHALL BE LOCATED FIVE FEET BEHIND BACH CF CURB UNLESS OTHERWISE NOIEO. TYPICAL HYDRANT C0N95T5 0F: HYDRANT. DATE VALVE, 2.5 FEET a 9% 1801 DIP WATERMAN AND ANY HYDRANT EXTENSION. E%1EN510N5 TO BE INCIDENTAL. HYDRANT TO BE WATEROUR PAM 116-67 851 BURY VALVES SHALL OE RESUENT SEAT CATE - MUELLER A2370 -20 (0R (OVAL) A MINLVUM OF 80 FEET OF COVER 15 REOUIREO OVER ALL NATERMANS, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE 8E0nRE0 TO MAINTAIN A MINIMUM OF EIGHTEEN INCHES VERTICAL SEPARATELY TO SANITARY SEVER OR STORM ORAN LINES A MINIMUM OF EI041EEN :N04E5 OF YLRIICAL SEPARATION ANTI TEN FEE: OF HORIZONTAL SEPARATION 15 REUSED FOR ALL 41.11ES TALES5 OTHERV05E NOTED ALL SANITARY SEWER PIPE TO 8E POLYVNY, CHLORIDE 'APE (P VG ) 50R 26 .1HLESS OTICRWSE NOIEO CONTRACTOR TO TARTAN 45 -8126 1 .PLANS 144010HOUT CONS :M :;'ICY AN0 S:BMI1 THESE PLANS TO ENOYEER UPON 004P•_C1:ON 0' 'ACRH CONTRAC150 10 034;5- FA5TNC *0140,E5 TO MAN.TH PRCPCSE: L-100E BUFFERYARD / BERM PLANTING SCHEDULE •[km KEY COMMON jite.0.4 E i BH 'Black HSs' Spruce • tCS • Cutleaf Staghom Sumac • FG : 'Fallgold' Ash �_ French Pussy Willow NGA Summit' Green Ash P ' Norway (Red) Pine NW I 'Niobe' Weeping Willow PK Northem Pin Oak •QA iQuaking Aspen RT santt Redtwlg Dogwood SM I Green Mountain' Sugar Maple BOTANICAL NAME Picea glauca densata'B.H.' Rhus typhina'Laciniata' Fraxinus nigra caprea Fraxinus pennsylvanlca'Summit Salix alba Tristis' Quercus elli • soidalis Populus tremuloides Comus sericea lsantl' Acer sacchatum'Green Mountain' TOTALS - TREES /SHRUBS SIZE QTY. NOTES 5' BB i 8 Fully branched to ground #5 cont. 17 Plant 10' on center j 2 BB 9 Single, straight leader I #5 cont 15 Multi-stem 2.88 5' BB 3 11 Y BB 8 2 BB #25 con #5 cont 210 BB 2 10 39 3 Single, stra ht leader Ful branched to round Single leader Sin a le stra a ht leader Si_nngle leader Plant 8' on center Single strairhtleader 54/71 PARKING LOT - TREE PLANTING SCHEDULE SYM KEY COMMON NAME BOTANICAL NAME OH 'Slack HtIs' S • ce Picea a lauca densata I • PK Northern Pin Oak Ouercus ellipsoidalis LA RD Red Oak RM Autumn Spire' Red Maple Acer rubrum'Autumn Spire' SS 'S•o Snow' Craba••le Malus'S•rin• Snow' _ i1.5. 88 SIZE QTY. NOTES 6' 88 3 Fuu� branched to ground Y BB j 9 Single, straight leader 2' 88 2 Singlet straight leader 2e BB 3 Sin le, straight leader 4 Sln-gle leader-____ TOTAL • w . MF ,NatArr. L ILOB •._. Notes: kind loosen r0ts orenereed nrUa Ream bump den lap of B68 were Snrh boner em shed how pea a peleg . Weer he,sea w nrpdua. Use seem reprove ...Wiled 'IS MCOrttles cable aria MS bleu .he Ceea.e roe.* nrkVang ems is pee palerlaagbWM mew.aa ocp Typical Deciduous Tree Planting Detail Not b Scat/ 0 co 0 .6 a- . 20 40 Dope stand la gage we. win 8el l0O dpolan*. ay r,1 1 IR Maaculd dual imams Intbrance W Sire a was awe spa Waimea are poled seed te.n we *erg gram Wee 4rrom bei low I00 d lee. mama w bare, taros son oriole sedan t.woa oadeelrbud■ se. Ca ml dace said bowed arsew M,W s'm ra ...1 mar b Ole tees Neer. Se epees s re row:N a wrixrrq Mtn . Mae pale bona* ire mate prod — -- Cate send 14 gage w we . aapmlYw0 palvbglue 04.40 et 11 ?Me pm) Cut ere Slue, pal Seep le e ar from byd raced and plea toes mbn rue. Meg gem Sneed Mdwrd ran ..wA ended nadeodskA CI ere.• e4•apa Gnutloanlees se. Years - t <'_ {� i o'. fio or(w se bem �Ify 1 t1. paatme) Booed em.seing wigwam sot Sees.. on teaseled serge. Use.. atone 80 SCALE. r - 40 JAN 0- 2006 Cr 1T ° !,�^ �pi4•al Shrub Planting Data. Typical Coniferous Tree Planting Detail Reseal 0tlawpsownp kegeeu w sr name in wwa.be uad.bed app.m Not to Sand. Bow • IYtl tern rem ar maces area •MOw ermine sear W aesel •Say woe deatm pabeere •wee Wesq b nee apnea �rx AREA TO BE SEEDED WITH CRY APPROVED NATIVE, UPLAND SEED MIX A alas �l � w1•... �s -aezw, saw � .,� y - ew0'� —t•l•r .., �:C �GY1s08 �a >d. fin, ^— ielierii "_'•'tr �N �.v� s_ �r aa.It� '.� � . -.tease. ,-10 a m ? Wan.. �_t'+,__a� �e/i/ - r �ria►� �a $ter a.�.�.'a� ' r-a.'� a �a ��. a l:eri mare .+ s n!?nsr`s'v a.lww- •'�1r yr i jar �► -rc,; �•�ag�_zr� T �r i `I6 .+,L` r.� 1'$� 1�!►t`wi► �.� ,� r ■1 Y e.tw6ia•ffir 3 /R: 'w TN ;�',?�Q 'lea -.'.tom Y : mffi _— a- �y`e... l...It_____ —_ :w.aatem, 6-•'�1.,,, :rAt., vA�: a �.'n�'.'sp�.�sr�= we - w 3iii■—_— V leak ) Gmmarlr.ereappn 101.4 sum w04dam aeeepOba unbar Ed 010 armed.. m0,1 pee w•emrwaaerpw ate feu at eecpp . Bated sea MpeNm00 Ssemerawdaralapem umenraanpem Now to Scale PLANTING NOTES: Contractor shall Provide a one year guaranies on w plan malriets. The guarantee begins on Ina dale of the Landscape MJategra or Owners written acceptance elme initial planing. Replacement pant ...dale shall deo have a one year guarani. commencing upon planting. The Purer shall be responsible ter Morten... aNr the Owners admplance or M wank. A0 pares are to be northern grown and hardy. Plana to be Installed es per standard AAN planting Patlbes. U. sideline. Indigenous sod for Udder material b tree planting hoes and Pulverised topsoil for b.01111 material material In s4M planting hew, see planting deals for depths Use a soil me d 1.1 -1 (premixed topsoil. sand. peel moss) for perennial beds, installed al a minimum depth of 17. It Is did Contractor.. mamma* to wady 100tlor• with al Wass pa«to any wile wank including: grading, Mlasalbn of Pane and Irrigation system. Al sod areas Nat be Irrigated wt. an automated underground sprwlx system. Ala eddied. landscaped areas sad be impaled with eMr spray heads or we1'eaky ppe% as appropriate to !he pent type. Seeded areas do not rWda. krgatlru Swap d Vas la optional although 0e Lana ®p. Canbrtr a responsible to rep00bn any ben 0w are not plumb within the one year warnny parted. Wrap all month-barked Ire. and been al top end bottom. Resew by April 1. Open by of burble on BB matedea, remora pot from potted pants and gently boson nets a needed. Prase pane as necessary per 1000404 nursery P.dln. Plane Nee be Imnledelley panted upon snail 0 tie. Properly heel In materiel If necessary (Wnperery earl• AN dubmad areas are to be eider sodded or seeded as noted. Sod shall be noM.rn graven and bray. A 0• (deed.) layer of opsoe shall be Insa.d N r sees* to be sodded. Penang bed, for shrub. and perennials shad have 5.5• (mike) black pay edging (comma rid grade). weed barrier fabric m poly barrier and mulch. The edging shell be placed and slaked will smooth curves. See andeoape pen(s) for depth and type of mulch. Shredded hardwood mulch NW be prbw0ed read all inalaNed tree. e a dope. of 4• all. diameter of 4• SOD / SEEDING & IRRIGATION NOTES: • AI disturbed areas lee to be either sodded or seeded as noted on 0e landscape penis). • Sod ghee be northern grown and hardy. A 4• (dpb) layer 04 pulverized topsoil shall be Ogo0porlea Into as arc to be sodded by rolOOlong and grading smooth. • Sod ems and Iards.ped areas (Including berms) an b be irrigated wall an pbm.ed alg.lid system M •A. -Sear plan shall be prowled to the Owner at completion of system ..10.ton • Areas disturbed by see work/grading (berms end level seas) Mal be Seeded with U110 Lakes, City designated native seed ma ter nand sea. • Pond edges (41 slow) .all be seeded with Lin° Lakes. City desgnated nape seed tour for wetland sela. • Seeded areas must be nsaaad and maola.ned to mai m.13 -5 veeal by a Car a0roved ti 0 JF- ON 0 Z OOz it WI— W XIXa i=DJ Oo Lu O <0 ul 1- J Q OAR 11/10/05 S■E0 d C1.2 F it 3 F s R • • V • • gy• A r • • • • • • • • • • • • I 'S • • • • • • •' • • 448 • • • e.' • • • • • • • • •i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • '9' • '8' • • • • .s% y: • • • • • • • • • • • • • • • • • • • • • • • • • • • if • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r • • W • • • W ' • • • • • • • • • • • • • • • • • • • • • a/y'diameter limestone mulch, Over 6 mil poly Nolan 'Mend loom rook d mraieaed me W cal ' Remove bale from as NNW meet. • Sorrily tabs and tides dhow pandering. g. 'Wale Oa. wls 'Use policed loped at basket rod for shrubs Typical Shrub Planting Detail Not to Scale FOUNDATION PLANTING SCHEDULE SYM KEY COMMON NAME BOTANICAL NAME SIZE QTY. NOTES 4B SL 'Slowmound' Mugho Pine Pinus mugo'Slowmound #3 cont. 3 - • DW Dwarf Winged Euonymus Euonymus alatus'Compactus' #5 cont. 4 Plant 7' on center • GS 'Goldflame' Splrea Spiraea x bumalda'Galdflame' #2 cont. 13 Plant 4.5' on center • MK 'Miss Kim' Lilac Syringa patula 'Miss Km' Viburnum trilobum 'BaileyCompact #5 cont. #5 cont. 8 8 Plant 6' on center Plant 8' on center • VB Compact American Vibumum TOTAL SHRUBS 34 • KF 'Karl Foerster' Calamagrostis Calamagrostis x acutiflora 'K. F.' Rudbeckia'Goldsturm' 1 gal. 1 gal. 9 15 24 Plant 3' on center Plant 2' on center • RG 'Goldsturm' Rudbeckia TOTAL PERENNIALS PLANTING NOTES: Contractor shall provide a one year guarantee of all plant materials. The guarantee begins on the date of the Landscape Architect's or Owner's written acceptance of the Initial planting. Replacement plant materials shall also have a one year guarantee commenting upon planting. The Owner shall be responsible for maintenance alter the Owners acceptance of the work A8 plants are to be northern grown and hardy. Plants to be installed as per standard MN planting practices. Use existing, indigenous soil for bodkin material in tree planting holes and puNenzod topsoil for backlit' material material In shrub planting holes, see planting debate for depths. Use a soil mar of 1 -1.1 (puhrerdzed topsoil, sand, peat moss) for perennial beds, Installed at a minimum depth of 12'. It is the Contractors responsibility to verily locations with as utleIos prior to any site work including: 9radMg, Installation of plants and Irrigation system. All sod areas shell be irrigated with an automated underground sprinkler system. Al additional landscaped areas she be irrigated with either spray heads or with 'leaky pipe', as appropriate to the plant type. Seeded areas do not remake krlgetbn. Staking of trees is optional although the Lanscape Contractor Is responsible to reposition any trees that are not plumb within the one year warranty period. Wrap all smooth-barked trees and fasten at top and bottom. Remove by Apr 1. Open top of burlap on BB materials, remove pot from potted plants end gently loosen roots If needed. Prune plants as necessary per standard nursery practice. Plants shall be immediately panted upon arrival et site. Properly heel In material if necessary (temporary only). Ail disturbed areas are to be either sodded or seeded as noted. Sod shall be northern grown end handy. A 4' ( depth) layer of topsoil shad be Installed M a8 areas to be sodded. Planting beds for shrubs and perennials shall have 5.5' (vertical) black poly edging (commerdal grade). weed barrier fabric or poly barrier and mulch. The edging shall be placed and staked 0881 smooth owes. See landscape plan(.) for depth and type of MOCK Shredded hardwood mulct shall be provided around all Installed trees at a depth of 4' and a diameter of a' (min.). SOD / SEEDING 8 IRRIGATION NOTES: • All disturbed areas ore to be enter sodded or seeded as noted on the landscape pan(s). • Sod shall be northern grown and hardy. A 4• (depth) layer of pulverized topsoil shall be Incorporated into all areas to be sodded by rototsling and grading smooth. Sod areas and landscaped areas (Including bens) Nato be Irrigated with an automated Irrigation system. An'Ao -Budr plan shall be provided to the Owner at completion of system Installation. • Areas disturbed by site work/grading (bone end level areas) shall be seeded with Dno takes. City designated nave seed mix for upland soils. • Pond edges (4:1 slopes) shall be seeded with Lino Lakes, City designated native seed mix for wetland sobs. • Seeded areas must be Installed and maintained to maturity (3-5 years) by a City approved contractor. • • • • • • • • r . • • • • ri • vie • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••;• • • • • • • • • • • • • • • • • • • • • • • • • •; •• • • • • • • • • • • • /.• • • ® oesoiaG a•a 3I4- diameter limestone mulch, oveb6 mil poly L Note& Mad born moo dmnaieiad seams ROMA bump kits cep a B&B =Mk Beatty bath and ear d bole pray Is pap% Wawta, lambmarr pate. Meaning Wawa sal rhada rot Item Coaxial spas b slrr ttrs hosrw, err Camara ameba he eaiprig tits in a ptee praise araghas tie earthly pad. Typical Deciduous Tree Planting Detail Dada red 14 gaga win, m* x Ipeylaa a pdyrblene teen 4081,11?ads awed trek Tmrnep to kit cal Qk tone a bunk Pe WV a wry ten by dmda oedema bpd =eel rah tell eekg pale Shaded hadacd nab 0�� Gaasdoser (tan sae Weems pmnbtree) Real Sa arahsangWNeaurrd Set motet n undisturbed agate Unabated bawds Not to Scale Ranee bale tan to of 588 melee Sway bolbmad dNsdle* per bpenes Weer tin amp to name/ pails Um Meng Wgaee sot r belie sop. Do 'deem nuke 9 awtdse Me bee balk tl h 1a ConhxrsVent sake trey: hooey. the Camxb a nspeaba b eebkwmq trees in spun* postal Waglad ea meanly wed. Typical Coniferous Tree Planting Detail Not to Scala Dada shed 14 gage Nes pabpapylaaap Matte ore *mom,' t ?see Rry.) CWhka Mee Petbele waykenby at model me Mee lop dmetal NM Oh teWe9nde Shredded IedRmd ink b (depth r aedmam(rr shinbone p100101150) Rooted bail MA exits bagel= eat Samar on undated saga* Unabated subsea 0, b 10 n r,-) Q 10 O LLI J1—< WQZ Yin � Y r Q (NI Z p C� O N O O. C d OD c p J eraaam CCK ORA. CCK PROJECT / 1650.001 11/10/05 SHEET / C1.3 a AJ • P.250.00 OPANT COVERAGE BUS TURNING MOVEMENT "" tikt R250.00 HYDRANT COVERAGE POSSIBLE FUTURE BUILDING 11 11111 111111 111111 • R250.00 HYDRANT COVERAGE SEMI TURNING MOVEMENT 4 c"- c3)9.Pr■NID k0 N, 4. ',. o / •• o o, • \ , LEGEND (XIS TONG PROPOSED 000•Sto Loaf tSr ant 0000af LANE 000 WORM 00040 00.f 0/ -coo- - 000000 Catalf TV VIM in■ OW000 Elf,ofef - - - .0000010 ELL<MIC - - lat - lat00 PO0P 00Lf -0- -0- ,0•0010040 03 - - - - ..0000■00 MO - - Oa - 007alf•O 011.00 - . - - of - VNIX000100 reloo00 - - of - S•TARy mAmmatE • SY. ARV sf Vgla --• - 000 BA. • CA00 {000 monfr0LC 0 •••• MeV M00&€ • RAPED E00 5 • VORM 3Cao• 40f VOlft 0. HvORANr WATEFOIPIN JAN 0 :7- 2006 CiTY OF UNO LAKFS Otto 7,7 < ct 0 L1J c§ - su — 1 I— .4' W < Z '17) tO < Z Z I- N'T Z d z < 00 LA.ALI I— —2 (> re2 z oz ce00 ct cno 0< Ict vert JAL JAL 1650.001 11/11/05 C1.9 TWINE OR WIRE ALES PLACED ON EDGE. BUTTED TIGHT 4 " 1 1 0 - 0 * W.I POINT A MUST BE \ HIGHER THAN POINT B 3" EARTH FILL FLOW \ STAKE IJ TWO 2 X 2" W000 STAKES OR REINF. BARS IN EACH BALE AND EMBEDDED IN GROUND 10" MINIMUM. STD. 1.33 LBS. PER FT. METAL FENCE POST - 6' LONG ;SNOW FENCE OPTION 1 SPACING FOR BALE DITCH CHECKS R GRADE SPAGNC 0' %R x 25 FLOW tl1f P STAKE A SNOW FENCE I- BALE HAY OR STRAW DITCH CHECK TO BE USED WITH SNOW FENCE AT LOCATIONS AS SHOWN ON THE PLAN SHEETS ALSO TO BE USED WITH OR WITHOUT SNOW FENCE AT OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. I) OPTION 2 BALE HAY OR STRAW DITCH CHECK MLSE No. 4210TR PLACE RAW CCM ffi 00 ONE TOP OF F S. SEE ESIE 441 RM RIR* CET'. 4 01E0A1 O 01001 E PAN.0 K OMM I Ma APRAP. NANO RCS MCP 1 NOT JEEP OOWWAL SI0E5 3000 MOT Dec Lai 111A6 50 PCONCII EMI T U30 P OIM'M6 OIOPT LLET IMP0004 S 3440 E DE WT RC Moat r Mo P PIPE ON BM 01.113 MC CUM=R 13021E E0.1 FMC= PR EMT AT 60 MOD 1P a M111M CP Kt US 5/E TE Pa PPE 98512 1027' USE 3/4' 1E Fa I10E 983 30' TO W. 10. r TIE Fa PPE 983 OWE Tr. NM RC WA3EED 400.40T MIMED a PIPE 9S MS Hull 21. TRASH 08303 NU. BE CORED a I6 a LOGES PPE M RACE Or TRASH OIAOS DANT 02904106 T STROMO RATE 02018) WT BE 1�. 93IEPPE 9089_ DILL yL N' m ih 1.11° 1 111443. T PAOWOE 3 DIPS 10 ASIR TRASH GUARD 10 FES LMT CAP CAL AFTER FABRC.AROL FLARED END SECTION WITH TRASH GUARD PLAN 12'10 24' 21012 CT 04 27"1033" 1102001 0.3 211011' 2310a CT 0.2 54" NO 1P ID CI MOP 44 (CAE OMIC MS 0 4PPR00M1ELY 2A00 I.) NI N.VMET AM TE010fRE FIVER Ri0M ED UNDER RPRIP a 2 LAMS OF Mil Ea EARL OR DEAL • Si:e NIN 12' WIO141 898.5- 100 YR ELEV. jZ 897.5 -10111. 898.5 -ELEi. IR PA 2' PRESSURE TREATED BOARDS 3LELE/• -898.0 2' PRESSURE TREATED BOARDS 1J MIN. 8' x 8" PRESSURE TREATED POSTS 4 MIN. BURY NOTE STAINLESS STEEL BOLTS REQUIRED C WIINTFI Fll11TER CAB.R GNW ROCK 2 MIN. EMBEDMENT FROM TOP OF BOARD pate: 09/7/04 POND OUTLET BAFFLE MLSE No. 449 `y .s...51 , A JAN 0 T 2006 )R • TY OF LitiO LAKES '0 NO SCALE 25' MIN. RADIUS 0" MINIMUM . WASHED xIS1 ROUND ING PUBLIC MaM MIN. 1. OR 2• SHED ROCK FERRED FAIR �+- ..- •- °.r'w. 0121... 17 • x.03 451 .'O 1.t •0407.0NS4 0001pN OF MANN DIY( 14042 ow= NOTION IMAM= 1.4•11•00.11404•4•14 Magma ONE Ma mot IR 44•04 •40.•• el RAN MLSE No. 480 RIPRAP AT RCP OUTLETS MLSE No. 481 ROCK CONSTRUCTION ENTRANCE MLSE No. 510 CRT 4.RAFT • 119E ORES 3RM■9Ra SRAM 01710E ME 3tir GTE. BC C. A E "mom WEE �11044601 JCN7 111UBR 811AMpU3 044 101E4 1. 211 11161 120.3A 61210C➢LE3 ANE 11411,4444.110 11111 MEL00 FACING DM L SACERR ARE 1676 ACEMEO N UXdONMX MM ARM C-472 MCA MOT STAMM RAIL Nay NA IOW GASKET MTS. l RO.CE MONAR FILM TO F0 t[ 80110E 1011010 PIPE TO MOT RDA 10 0111FE A OM 9.40601 VIM EN CALMS S ROEDnON SIm 91061. IL 0212 CYA AND 11/07 RATE COL .7iri11Ti[iri r'.1iiFi6ifiri [i'ararrariri r ifF"irrirari Giiir7[i•i EiiXIIIPAfiri rTifriiT•afirl t'ILTiil illEMO ti'iriwwFarm ir'i81FiI 16iri it•'iIFiIrrIr4Ri ff'iQJi[!i6i6'i E.0' !.0' A C4304 BASE STAUTLRE CATCH BASIN PLAN PIFCAA MVP ▪ <444101411 44404 11.0▪ i 11.001 3""'T IM. MN... , 81444480.8 3"u � 0(30 15F.DZ�,21 v' m° u craws T.IiAm 1fi•,I MOIL :411•10441. WW1 MY 1141 • M MOWN. r ONO a00� � pm irrrrri / «rrA 477'fra TSfT)r,•4n*I, crEiiriiii �. •s_•ss•s•s•:•:•:.I D VARIES m w leadoff N.S DM MN ,•11 n 11411.40 CATCH BASIN/MANHOL 48 DIAM. & LARGE. MLSE No. 426 TYPICAL COMMFRICAI STREET CROSS - SECTION. MLSE No. 4280 1/2' MORTAR ON OUTSIDE. 6UWEEN RINGS. CASTING & CATCH BASIN. FINISH SMOOTH ON INSIDE. NO MORTAR ON 01510E REMOVE CURB BOX BOLTS 03/10/00 (C MIN.) VARIABLE RINGS (3 IMF.. 1.0' MAX. OF Al MORTAR). RINGS "INFT- 5HELD" SEAL OR EQUAL PRECAST COVER SLAB (TYPE 2) PUCE S ON 948 JOINTS. CEMENT MORTAR 011 USA SITiiM111:111= i� i�iIMFF : NO HOOD WAIL N MO ION 440144830 MINA Cn3A4 MONTAE 846.11. CANT NON IIIMI • WAIT GOM•D. Pa 1RgROmaq. 888000 SIM LHA . IC Car NOM. ALMA ON RIM POIIOR= RAMC PMI MY COL LOCATION MALL SS *5 NOR D N M 0030000. PNC.AR IOMNN000 CONGER MAK SAC • COVER MM AN MIN CAM. P NCC W NOWONC00 mrOL11 WIN= 5.01180 PC Am aa6. a 0' WNGRR N*AOL= LAC% NN44 In' MOM= IMAM MOON MOST COMMIT 1■4002 LT.9101411 '467* 0-110 GUM • W LKNNT COPT M 04410/0011 016 30 AIL 0•04180 e.TNml CPC MM WIN= HALL WIN CLOOR MORTAL *FOE SAME MULL N FRA00m M400L • WIWI MC m.Vl�f/NI 112edCm >RDM •• ro 7"-Y 4m N.O%u1NM pP POMMNTA PPM G PC ONM=M WIC& AO 0;ONI" RD PR MARK ORAL 51ANOAR0 OOAWINC N0. CATCH BASIN `;EDIMFNT Fl TER M MLSE NA. 406 8' META. OR 251219000 FENCE POST CEOTEx71LE WITH NET BACKING �- GEDIDOEE TO OVERLAP THROWN TRENCH 1101E 1 -SILT FENCE SHALL CONFORM TO 14N003 3886, TYPE 8. - FENCING SAW.. BE PLACED RANG CONTOURS OR AS DIRECTED BY ENGINEER 4/23/97 I W STANDARD DRAWING N0. 4/24/97 MNDOT STANDARD HANDICAP RAMP FALSE No. 780 IN STANDARD DRA4N0 N0. in In M < Q -J < Z JAL JAL 1850.001 11/11/05 C2.0 PONO BANK EMERGENCY OVERFLOW POND B K r 8 2 16■9011000 MAID= 111/916/10L rosTMETAL FENCE ANITEDMARGEN WEI • GRANULAR BEDDING IMTERIAL (CORPACTED) 11104OUT 11001 2' 2' HARDWOOD MARKER W/SPIKE 40 BEND er 14E1AL FENCE POST MARKER PAINTED GREEN PUN CLASS III RIPRAP GEOTEXTTLE FABRIC DEPTHS GREATER THAN 141 WHERE RISER APPROVED BY ENGINEER 4. OVERFLOW OR AS SHOWN ON THE PLANS MAX 45. vim mat AIRTIGHT 0130 08 CAP , 40 BEND GRANUIAR BEDONG MATERIAL (COIAPACTED) SERVICE WYE TO BE IDMEOCED IN CONCRETE NOTE 5034CE PIPE TO 80 PVC, SCH. 40 (ASDA 0-2665). 500904) 801.0 ALL JOINT& (FOR TEES AND CROSSES) =MN NOTET COVER FRTINGS WITH POLYETHYLENE (44411.) PRIOR TO POURING CONCRETE. 2500 P.S.I. CONCRETE 28 DAY STRENGTH • NOT To SCALE EMERGENCY OVERFLOW (RIPRAP 1 IILSE No. 440 TYPE 8-618 CONCRETE CURB & GUTTER /2•148411 TYPE 8-618 CONCRETE CURB & GUTTER, 81LSE 96 705 5/25/00 STANOARD DRAWING WATERHAIN SIZE VARIES 4/8/97 COVER AS SPECIFIED CURB GATE VALVE 808 GATE VALVE 1 1/2- WASHED ROC% ALL MOUNO. *301/3 C.Y. W. 1 C.V. IN IMPIRLIOUS sons) ersexis• CONC. BLOCK TIE ROOS *MOOT 3733 nye 3 GEOTEXTILE FABRIC MIN 1 LAYER ATTACH TO TOP OF BONNET SAND OR PIT RN GRANULAR RIDDING AND 04083011011 8410)98). JAN 0 2005 ■•• • - .4.0! • 3/4 LIZ OR "MEGA LUG BRAND THRUST RETAINER GLANDS AT JOINTS SEE STD. DM. 203 CURB WC_I) CONDUCTPATY STUD r BELOW FLANGE (FOR LoCAT)ON P(JRPOSES) GEOTENTILE FABRIC MOOT 3733 TYPE 3 CONCRETE BLOCK REACTION BACKING 4/24/97 STANDARO DRAWING NO. =-7 OD Siffillliili11161-11i A (4. MIN) GRANULAR MAMA/ ENCASEMENT GRANULAR MAMMAL BOOING 4/24/97 (FOR BENDS) STANDARD DRAWING NO. COMPACTED soocriu. 4/8/91 4/8/57 STANOARO DRAWING NO. CONCRETE CRADLE 0101•116" CONCRETE BLOCK (VALVE P9 BOULEVARD) In 0 10 rn 1 1/2' WASHED ROCK AU. 41( IF3 MIN. '173 C.Y. Ce 0 =. iio C.Y. I 9 W CX * SOILS.) =II x t-n• m STANDARD DRAWING (I) 140. ;10 Z Se PIPE INSTALLATION IN ACCORDANCE WITH ASTM D 2321, TM3LE 2. BASEMENT MATERIAL SHALL CONFORM TO AVM D2321, TABLE 1. 12/19/97 STANDARD DRAWING NO. (FOR PVC PIPE) STANDARD DRAWING NO. oz og = ,,aigg 9 01 u,3 S <0 NSLCI OMNI .34.. JAL JAL 1650.001 11/11/05 44. I C2.1 NEW FACILITY FOR: MIDSTATES TIRE AND TOOL, INC. MINNESOTA LINO LAKES SHEET INDEX SHEET SHEET TITLE COVER C1.0 GRADING/DRAINAGE /EROSION CONTROL PLAN C1.1 UTILITY PLAN C2.0 DETAILS S1.0 FOUNDATION PLAN (UPPER) 51.1 FOUNDATION PLAN (LOWER) AND PIER DETAILS 52.0 PIER DETAILS AND FOUNDATION DETAILS 52.1 FOUNDATION DETAILS A1.0 FIRST FLOOR PLAN (UPPER) A1.1 FIRST FLOOR PLAN (LOWER), MEZZANINE PLAN, AND REFLECTED CEILING PLANS A2.0 ELEVATIONS A3.0 SECTIONS A3.1 SECTIONS A3.2 SECTIONS A4.0 SCHEDULES AND DETAILS A4.1 DETAILS CSI FORMAT DRAWING KEY SHEET T1PE SERIES PLANS ELEVATIONS SECTIONS IEDUIEe 1 2 3 4 SYMBOLS & KEYS zQ - - - -- CaLUM4 GmD mum, NANO A''$a BURLING SECTION REFERENCE Q IYLm FaM gra *1 DETAIL 10FNTRCATION mr NN•a ciii Mir 1.0.14 el NCR Off. MY. be MOM PLAN DETAIL REFERENCE ANA IMMO•WM. ELEVATION ROARER REVISION DOOR IOEMIFICATION WINDOW IDENTIFICATION ROOM IDENTIFICATION KEY NOTE 10EN11RCATION NEW MASONRY WALL NOV STUD WAN. EXISTING WALL TO BE REMOVED COSTING WALL TO RENON PROJECT INFORMATION BUILDING CODE: IBC 2000 BUILDING SIZE FIRST FLOOR AREA (50. FT.): MEZZANINE AREA ISO. FT.8 NUMBER OF STORIES, EAVE HOCK: MAXIMUM OVERALL HOCK: CONSTRUCTION CLASSIFICATION 30.870 1,840 TYPE 118 OCCUPANCY 5-1 LOCATION MAP DESIGN LOADS, PER IBC 2000, CHAPTER 16 IC WIND SPED m 30RF MS MES WIND EXPOSURE 0 H A. 1 CATEGORY SQL BEM - A SOIL BEARING PRESSURE . 2000 PSF PRESUMED FIRE PROTECTION SYSTEMS AUTOMATIC FIRE SPRINKLER SYSTEM - REQUIRED STANDPIPE SYSTEMS - NOT REQUIRED SEE 18C 90S FIRE ALARM SYSTEM - NOT REQWREO SEE IBC 907 SMOKE DETECTORS - INSTALL PER APPLICABLE CODES LOT SIGNS - PROVIDE EXIT SIGNS PER IBC 1003.2.10 FIRE EXTINGUISHERS - INSTALL PER NEC AND APPLICABLE LOCAL CODES APOLLO BUSINESS P LINO LAKE5, MN GENERAL NOTES THESE PLANS 1.170 PRESENTED TO LEAD A NON QUALITY DESIGN /BUILD TEAM. EACH CONTRACTOR AND SUBCONTRACTOR K RESPONSIBLE TO PROVIDE EXCELLENT BURTXNO MATERIALS AND CRAFTSMANSHIP WHICH WE CAN ALL BE PROUD OF. WE ENCOURAGE YOU TO PROVIDE EXPERTISE IN YOUR CHOSEN WELD AND TO BRING ICUS AND CONCERNS TO THE ATTENTION OF THE GENERAL CONTRACTOR. THESE DRAWINGS COVER STRUCTURAL AND GENERA. CONSTRUCTION ONLY. ALL WORK SHALL CONFORM TO STANDAAO PRACTICES ANO APPLICABLE LAWS. WHETHER THEY ARE SPECIE/GMAT STATED IN THESE RIMS OR NOT. EACH CONTRACTOR STACK• -VISIT THE SITE M VERIFY COSMW0 CONOTIOW, ACCESS, ETC. P0OR TO 8100110 - MAINTAIN A CLEAN JOB SITE AT ALL TIMES. -MAN AID PAY FOR PERMITS, LICENSES. FEES. ETC. AS MAX BE REQUIRED FOR COMPLETION OF 103 OWN PORTION OF 133E PROJECT. - FIELD VERIFY DIMENSIONS - REPORT ANY DISCREPANCY NOTED BETWEEN THESE PLANS AND APPLICABLE CODES TO THE GENERAL CONTRACTOR. - PROVIDE ALL BARKERS. FENCES, SAFELY EOUIPMFNT AND PREC0TTIONS REAMED BY APPLICABLE LAWS AND STANDARD PRACTLES. NJ. I1ATENOA � SHALL BE INSTALLED PER MANUFACTURERS M 70010REAS REQUIRENTS MO ANY M AUARDOU5 MATERIALS ENCOUNTERED DURING 0E140150ON, REMODELING. OR EXCAVATION SHALL BE REMOVED AND /OR COMNNEO N AGCOMNICE WITH GOVERNING LOCAL, STATE. AND FEDERAL REGULATIONS. 1015 DESIGN. NESE DRAWING, AND INCLUDED DETAL3 ARE NE COPYRIGHTED PROPERTY OF INIEGRILY ENONEEKNO k DESIGN. EEG. NO PART SHALL BE COPIED, DISTRIBUTED. OR WOE AVAILABLE TO ANTOINE WWHOUT THE EXPRESS WRITTEN CONSENT OF INTEGRITY ENGINEERING k DESIGN. LLC. QUICK SPEC TO MAKE THIS PLAN MORE CONTRACTOR FRIENDLY. WE HAVE PREPARED IT WITH OUR 000 RFC SYSTEM. THE 1461110• SPEC IS GENERA. AND GOES NOT 00 INTO DEPTH TO 0070541E STANDARD PRACTICES OR APPLICABLE TAWS. IT 13 WR91EN 174 AN EASY TO READ FORMAT. THE SPECIFICATION IS SPLIT (7410 APPROPRIATE SECTIONS AND LISTED ON THE OLIN WHERE IT 15 NEEDED. YOU MALL FND THESE SECTIONS CRACKLY BY THE SHADOW BOX AROUND T (WPM TO 7415 ONE). SPECIFIC CASES THAT CANNOT BE DUMBED IN A GENERAL SPEC ME NOTED ON THE MANS. IF THERE IS A DISCREPANCY BETWEEN THE RAN AND 171E GENERAL SPEC, THE PLAN 040103 WILL SUPERSEDE ME GENERAL SPEC. ®CALL 3 WORK DAYS BEFORE YOU DIG DIGGERS ®HOTLINE (800)242 -8511 FAX N") 38W8)0 W EBSTS .,.,..Gln".eakE..m A DESIGN / BUILD PROJECT BY: Keller TM PLANNERS 1 ARCHITECTS 1 BUILDERS • DESIGN / BUILD GENERAL CONTRACTORS 920 - 766 -5795 WATS:1- 800 - 236 -2534 P.O. BOX 620 N216 STATE ROAD °55" KAUKAUNA, WISCONSIN 54130 -0620 Keller PLANIIW IARCNNWCM 1 WILDER, tase 81.1. Ile. NI mamma wet IMMUNE 0..r Oft Vitt W.I. a.m.:, • 330.2 Ned M•yar/10 AM MIMS.* z sf� TI 0 0 1 W W 1:3 n OPYRM16F11T NOTICE" "NOT FOR CONSTRUCTION" i. TN l,- .,Erno� w r " tivelaenteet I. eel Wee we F�1� mint Nei HP.°.w • REVISIONS • PROJECT MANAGER M CASHMAN ARCNIECT: S. 04.0540 DRAWN BY: OPEDITOot 5UPOMSO6 PREEEMINARY NR CONTRACT NCR I.E.D. 05066 1304(0 FOR CONSTRUCTION: 01/0.0/06 • SHEET: 0 , , N ON COOP MA ON •00 SAO ON 000 12x12 ON ODOR 3 •FLIP: 100'-0 70R CAR SIi0P °1 (STORAGE 0°N`DER 17 -0• WON) SHEET A1.0 MATCHUNE-- SHEET A1.1 SHEET A1.0 WTCHUNE SHEET A1.1 M•ii®LiY, aau a••as me nor or am • w• • ••• mot m• Am am. otal No ar POI ai iY tiaiw aw 0 r5 Alr 1000 Ma rMI .0 ma nis• sans 1ar.n b,a 1s Haw /00770.0. � *OM aaT• MOO WO lat. POI Una Wawa MM or imi • moo iib s d PPoivw W r W. Magape. me M M NPI*O * 1 I* MtywOCO, O Mali Wawa Met =Mk yMN M FLOOR PLAN SCALE: V.I' -0• M.-- WALL TYPE - SEE WALL TYP[ SCHEDULE ON SHEET lailtaWaLlOnanliala ha ammo aa 1:uwl i m 4�arm � <ilY: w..*ma i a.alMs N.i ararnaL 1 ooWwN."T.PM oloameamoa lama A r Me a y Y Ni NIP Alpit0 MO a LO NW S aiawAM..wa A_ ilwOWM[w i MOM sb ii8i ""W Madan s aN ANM N Nlaw nas w NAM Pa olouwaian 01 Y"i[4 �M P aW'A ION maw Fta twrowfa boa Oat • maul Oa wow= Mom woo. oaluoaaall OF ant iwL a i tl°•' low U MUM nwi �TM > Ma °"N ont Ram l w.o MIK 7 700 07 i70a fwl N Halo• Ii TMaw WPiCd N IV UM MOB OW. Mawr wm ma Y6@ NI1 li"7 MI w avow D �r-r Mw MVOS u[ WO M Maas x0000 at N UM i Mira DM x¢ 1 WALL TYPE SCHEDULE N0. VERBAL DESORPTION WAIL DIAGRAM 1 S" CAM WON HORIZONTAL t.00ER REINFORCING AT 15' 0.C. PER SPEC FOAM IN PUCE INSULATION 37r METAL SILOS AT IS" 0.C. 1TRI1 315• BATT INSULATION X" GYP. BOARD HEIGHT: 1187. _ ' , S•011 ' �� ,�� �• �. A7 2 S• CMU MIT* HORIZONTAL UDDER REINFORCING AT 15 ER " 0.C. P SPEC FOAM IN PUCE INSRAOON NEIGIR: RAJ. l '�/ 3 b" GYP. METAL SD R INSULATION FOR SOUND K" GYP. MOT: FULL '4: 401 .i :I IA • !s. N L 4 B. GYP. r METAL STUD 81114 BATT INSULATION FOR SOUND HEIGHT: FULL �i I. .• 1••. `40i 'I •Pmefil I✓ l� Keller PLANNERS I ARDN114CTS I SONDERS A� .r i Nutt a•NaaNa Iu N•0Awr. • sawn ..101:04 ra • SU= NqS of aiam w..Y••••••a.N MINNESOTA "COPYRIGHT NOTICE" Mawy: a.oa al••• aw.••.riwM wA.P.w. � "NOT FOR CONSTRUCTION" ato Oa* Trots wotboaw, Tana.. 00 WIT awl w 0am •••■ly. F..YlRy N W WO. r UMy M C1ZA T.a w* V 06111% rIG M onr•A. • REASONS A. • PROJECT MANAGER: ARCHITECT DRAW/ BY. M. CASHMAN S IBESSI0 C. N0HN EXPEDITOR SUPERVISOR PREUMINMY NQ CONTRACT NO LLD. 03055 ISSUED FOR CONSTR0000N: 01/03/04 SHEET: A1.0 A1.0 A1.1 Af.1 (STORAGE UNDER 12.—(Y HIGH) s a -BRACE % -IWACE rEw ..m.... �. . A.11 Rr or eV A RR r AN NAN more. Ar r sr KM OM AA SC Ar ArA NAL NAM VILLA MO OW /CO NO moo oo r nal MN NCO. Oi N forme oar or warn nonnou moor mown roof Ar art-a• OA NAN ANN ar T L* W.AGSMO IN NAV0x-1 At f OF VA wn mg 01011•1 MANN EAMNNWCO NNON *R.._rr� SHEET A1.0 MATONL1 E SKEET A1.1 DRAGS - ,! r/ �4 I I - 1 1 I b b NO5 FLOOR PLAN WALL TYPE — 1:3— SEE MALL TYPE SC/E0LAE ON SHEET 1■[LOLOEA211440 A IN N. COON ND IN NA NAM NOM MA NAM SOLL al LO. NIB MOON FANO AVOW NOMA _ __ u �'i N 1C o.a. VW LO MAD A AL VOA ONO VOL .Awe AN m.ox A m AA xsomi AAr OLIN COMO .oNONNI " AA xa r NOLL AL ROM A r war n ALL NM L• INILA Iry ANA PONNIAS OF mu AN. 73,101• 430 OF MN PA AUL• • GO NI ours. mom Aware we Ammo roma her or nomoOrAu or non M. MN le IN IONAI MO OF NOA PA N MON AN MN MAW ON INN= LONA MIN BO 1110001001110 mum ones ON I0 NOON 10 OA NImla`1'''/1/1. WON= m>K Rrr RNAN ^VINO A TOP AA ION N Aa M OK Ada [ MAL ALLA LP MN 111 100.010 M11111011. INA MO VIAL r NINO PO NAN CCONY0101 W LLCM eaYY' M ANON n�I, MO AM ANN LOON W NAIL L IALe wK 1111 NA NAM Y • y y 1yx- II 1001e MI NM LA TA .Ee. 1 • OA ro NO OF r10AL 004 R: �RAUPAG SNOC NNABLE 0 MEZZANINE PLAN N +S REFLECTED CEILING PLAN t. ALAN NIA r■■■■ ■ ■ ■■■■ ■ •■ •■ ■ ■■ ■■ ■■ ■■:An■■■ ■■■■■ ■ ■■■■ ■ ■■■■■■ ■l Ammo ■■■■■■■O ■■■■■■■■ ■■f. 4 ∎AMM' ■■■■■■■ ■I ■ ■ ■ ■■■ ■■ ■■ ■■ ■■ ■■I ■■■■■ ■ ■■ imusm MEZZANINE REFLECTED CEILING PLAN N A1� S SCALE J .I•-0• WI • Keller RANNQ{ IA.QYRC1r I IIIRo[t0 MONS OM MN NO PA N AO NOLL MTMrr • MALAN 1077 NANI MOO 011.1110.1140 PO 41111•074 •••••Ari..w0 H Z f .,.1 y._, JAN 0 : i 2006 5 0 J "COPYRIGHT NOTICE" ✓ u• n.. arm r IOLRA NC N pot or. N " /r..�`aA •fir.; 'NOT FOR CONSTRUCTION' 'f '�'" + wi.x..1�r NAV r l.AaAalDOMT roor . .r✓tr � % OS` rt ernoNe l wog NO *A WON ths NANA NAN, AC 10 NMI. • REVISIONS A. ■ PROJECT MANAGER ARCHITECT. DRAWN SY: EXPEDITOR M. CASHIAAN S NLESSO 0. 1101.4 SUPERVISOR PRELIMINARY NO CONTRACT N0 EA 1 05066 ISSUED FOR CONStRLCTI@k 01/05/04 SHEET: A1.1 LA 2,069 S.F. EXTERIOR INSULATION ara TLY - (541) 3.900 S.G. 707AL PAEA - (1005) HATCH PATTERN SCHEDULE 616• SPLIT FACE BLOCK COLORED MTN OM1 OCK AIE (2) COATS SEALER 6116' SPLIT FACE 01.005 COLORED 111111 ORNTLOCK N60 (2) COATS SEALER EIFS 1 EIS 2 6'.16' FLUTED BLOCK COLORED 111111 O•YBLOO( AND (2) Cats SEALER 6125' FLUTED BLOCK COLORED MIN TMTBLOCK MO (2) COATS SEALER STANDING SEAM ROOF SYSTEM W WI w�uOK11i 0013 IS me "IM°XO Kat KM 6 NO KC MK ,.aL.Mae.uMM ».XWOWN• Ira KM KA Ka COCK MN Wm. KKK a0110 01001 K Va. KS KA Ner IS KS WKS KAMM WC •1N1 IS AWL AM SKY NI • •01 011111010 Or NI INN KOK 0 KM NM NIMPOONO AKA W. OMSK 00 NA Keeeer Kee 0001. .E "M. 1a M e-e°° ral. MK 0 WOK K WOK Re A INTS 00 TO MCC KM SC K AM tele•M AY Ka azarel UK WKS Kt SW MOM KM MVO 01101110 ON Me KM 010t Mae INK KIK KO .A� SL a.e WIN . — a KW X. KIM M NI X's i wYOK ala• rr a mmn to su 100MOKIWASO M▪ K MO KC 010 Wroa 1•90 if LK OINK 11•0 AK KM At 3111 ON KIM Al NJA. KKK .11/601. 00 MOM JMI. ML NI SACO A041. m CI MaOrt UK OYIO/. YaO.M NO tr ne. 001104 OON . O Iu0113.0E aX a ICC o COCK • Mr M 01 r MI KO 010••• w.A of i "X cNCO<' XRIX o°p�01i 0111 0NU CONK KIS M WO Lea MOM MK MYOM MU N1 KKK •••.•e•.n•tal•t•• ••11.4101 NU o 'MSirrO«P •KO a.... AM. KKK 101. +aM.M ea• 0000 C RC epi..1.0.001111 aiX•>0 NO Mem Meal NI KKK AC KR 013000 MCC 000. c.6e Mrt TIC NM1000oX saXa.r n M M. N,me ..L SWIM RaM Ne.n MX.eRI X MM. M".. KKR INVIL MK PM. 111K K KKK. KKK WAN ea Mallet an WNW • MK NM Oa IODZYMI • \"0MWYONf TIP. 1,017 S.F. EXTERIOR RSIILATIOR METH SYSTEM - (56•) 1,624 S.F. TOTAL AREA - (1003) 1/2f2- 04■• • -Tr .r WEST ELEVATION ABUTTING PROP. ZONED RES. WAD 1:'.1•-0' 575 S.F. EXTERIOR INSULATION FINISH SYSTEM - (261) 1.854 5F TOTAL AREA - (10011) SOUTH ELEVATION (FRONT) ASS S.F. EXTERIOR FINISH SYSTEM (561) 1325 S.F. TOTAL AREA - (100•) x,1/2 "1. :C 4 ..1Tv 1 .21-1711-11.1 L {S� �.(�] .,._.. r7 L 1153 SF. EXTERIOR INSULATION FINISH SYSTEM - (551) 3,900 S.F. TOTAL MCA - (100%) NORTH ELEVATION SCALE: K'.1• -0' Fhr 100PO, 11 of `�1•: �••. ISMII mmimmi EAST ELEVATION ABUTTING PROP. ZONED COMM. MEN mor1L Keller MANNERS I AMan3CN 16UIt61M MORa las KM K. Kira e1w M iLT Ma KKK* NA.MM ben AIWA MAK. oes .. sl MIOC 30.0(0710 IN •••••w ■•••••.11Yew 5 0 • "COPYRIGHT NOTICE" "▪ NOT FOR CONSTRUCTION" TM KKK Kw. PXrM�K mo0 NOTS K Kane • KIK DC Is AMOK eINN'llkle KKK K K.* n • n. • PROJECT MANAGER: IS CASHMAN ANOUTEO1 5. 10ESSI0 DRAWN BM 0 N06N EXPEDITOR: SUPERNSG8 PRELIMINARY NR CONTRACT 110 LE.D. 5 05006 ISSUED FOR CONSTRUCTION: 01/06/06 SHEET: A2.0 II AGENDA ITEM V.C. STAFF ORIGINATOR: Paul Bengtson P & Z MEETING DATE: December 14, 2005 TOPIC: PUBLIC HEARING: Conditional Use Permit — Auto Repair Facility Site Plan Review — Pomp's Tire BACKGROUND Pomp's Tire has requested approval of a Conditional Use Permit to allow an Auto Repair Facility and Site and Building Plan Review for a 30,870 square foot tire warehouse / installation facility at 7385 Apollo Court. ANALYSIS Comprehensive Plan, Land Use and Zoning: The table below identifies the existing land use and zoning as well as guided land uses for the area. Location Existing Land Use Guided Land Use Existing Zoning Site Vacant Industrial Light Industrial North Prison Public / Semi - Public Public / Semi - Public South Contractor's Office Industrial Light Industrial East Multi -Tenant Retail Industrial Light Industrial West Single Family Residential Low Density Unsewered Residential Rural The comprehensive plan guides the site for Industrial use. The site is within the stage 1 (pre -2010) growth area and within the existing MUSA boundary. Public water and sanitary sewer are available within Apollo Court. Conditional Use The applicant is proposing to do tire installation on both commercial and small vehicles. This use is considered Automobile and truck repair and is listed as a conditional use within the LI (Light Industrial) zoning district. The requirements for Automobile and truck repair are as follows: 2. Automobile and truck repair provided that: a. The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or area as to cause impairment in property values or constitute a blighting influence within a reasonable distance of the lot. b. All building materials and construction including those of accessory structures must be in conformance with Section 3, Subd. 4.D. of this Ordinance. c. Not less than twenty -five (25) percent of the lot, parcel or tract of land shall remain as landscaped green area according to the approved landscape plan. d. The entire area other than occupied by buildings or structures or planting shall be surfaced with bituminous or concrete which will control dust and drainage. The entire area shall have a perimeter curb barrier, a storm water drainage system and is subject to the approval of the City Engineer. e. All buildings shall provide an interior location for trash handling or an enclosed trash receptacle area in conformance with the following: 1) Exterior wall treatment shall be similar and/or complement the principal building. 2) The enclosed trash receptacle area shall be located in the rear or in a side yard which is not abutting a street. 3) The trash enclosure must be in an accessible location for pick up hauling vehicles. 4) The trash enclosure must be fully screened from view of adjacent properties. f. All painting must be conducted in an approved paint booth. All paint booths and all other activities of the operation shall thoroughly control the emission of fumes, dust or other particulated matter so that the use shall be in compliance with the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1 -15, as amended. g. The emission of odor by a use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulations APC, as amended. h. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota Uniform Fire Code. i. All outside storage shall be prohibited except the storage of customer vehicles waiting for repair. J• Off -street parking shall be in conformance with Section 3, Subd. 5. of this Ordinance and a loading area or berth shall be provided in conformance with Section 3, Subd. 6. of this Ordinance. k. All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a form request, finds that the general welfare and public betterment can be served by modifying the conditions. Staff finds that with the exception of requirement `e' involving the trash enclosure, the proposed plans meet all of the conditions for the use. Further discussion in this report and a staff recommended condition of approval address the trash enclosure deficiency. Setback Requirements Principle Building Parking Lot Maximum Allowed Required Proposed Required Proposed Local Street: Apollo Court Jon Drive 74th Street 30 feet 65 feet* 178 feet 259 feet 15 feet 38 feet* 178 feet 103 feet Side Yard: South Property Line East Property Line 10 feet 185 feet 168 feet 5 feet 105 feet 15 feet *The future right of way location for the cul -de -sac is not currently indicated on the plan. Staff would need to verify that the setbacks would still be maintained once the final location of the right of way is determined. The proposed building meets or exceeds all of the setback requirements for the LI (Light Industrial) zoning district; including the minimum setback from residential districts of 75 feet and the setback requirement between buildings of the sum of the building heights of the two buildings. (Even if the 45 foot maximum height was used the setback between buildings would be maxed out at 45 feet, this proposal is well in excess of 45 feet from the buildings to the east and the south. Building Materials To meet the recently approved architectural design standards for the city, the applicant is proposing a mix of brick/masonry materials and EIFS. Ordinance Number 07 -05 which revised the commercial design guidelines requires the following limitations on EIFS type wall finishes: Wall Face Elevation EIFS Maximum Allowed Proposed Front South 30% 20% Sides & Rear South 60% 56% West 60% 54% North 60% 56% East 60% 55% These percentages clearly conform to ordinance 07 -05. Furthermore, the EIFS is no closer than 7 feet 4 inches to the ground, which clearly exceeds the minimum of 4 feet required by the new ordinance. The roof is proposed to be constructed of a metal product. All of the proposed materials meet the requirements of the zoning ordinance. The only portion of the new design guidelines that are not being completely met is the following requirement: Buildings shall have a well - defined base, middle and top. The base should appear visually distinct from the middle and top part (cornice) of the building through the use of a change in building materials, color, window shape or size, an intermediate cornice line, sign band, an awning, or similar techniques. The project lacks a significant top, staff is including a condition of approval that would require the inclusion of a cornice element sufficient in size and constructed of durable materials. Building Height According to the Zoning Ordinance, no building within the LI (Light Industrial) zoning district may exceed 45 feet in height. At approximately 22 feet in height, the proposed facility complies with the ordinance. Landscaping The landscaping plan is generally compliant with city requirements with the exception of some material changes, boulevard trees, and the required buffer. The LI (Light Industrial) district requires side and rear lot lines adjacent to residential or commercial districts, public right -of -way, a landscape buffer area not less than 40 feet in depth containing an effective mix of screening including landscaping, planting, berming, or fencing. The submitted plans indicate a berm along the southern half of the west property line that along with the proposed landscaping should provide a substantial screen to the west, but the northern half of the west property line and the north property line appear to be lacking in appropriate screening. Staff notes that this berm was part of the mass grading plan that was approved for this entire industrial development by Conditional Use Permit. Each individual property within the project has been reviewed based on that grading plan as they have developed, so not all of those improvements have been completed until such time that development occurs. In this case there is not berm on the western property line at this time and it would need to be completed as part of this project not only for the purposes of grading and drainage, but also for the screening it will provide. An inspection of the existing site by staff proved that there are a number of existing trees that might provide some screening of the building, but their location must be verified. If they are located on the property and not within the roadway easement, staff can consider them as part of the buffer. The applicant will need to submit a revised landscape plan (and if necessary a grading plan) that addresses the need for a 40 foot wide screening buffer. This will need to be submitted prior to the item being heard by the City Council. This application has drawn the attention of neighboring property owners and has brought to light issues with the screening of the Summit Fire building to the south. Staff is working towards addressing that issue at this time. As always, all sodded and landscaped areas shall require irrigation. The environmental board has specifically requested that all berms be irrigated as well to ensure survival of planting materials. Green Area The LI (Light Industrial) zoning district requires that impervious surface coverage not exceed 85 %. Plans currently show a total of 5.9 acres of impervious surface within the 8.9 acres of land equaling approximately 66% impervious surface coverage. Well within the allowable standards. Access /Circulation Access to the site is via two exit/entry drives from Apollo Court. Staff has reviewed access to this site and all the other lots within this industrial park as a part of the minor subdivision that created this lot as well as the Apollo Court street alignment. The applicant has submitted an exhibit that clearly depicts proper truck circulation for the site. The cul -de -sac depicted is within a temporary road easement that was granted as part of the minor subdivision that created this lot. The city is requiring full right of way dedication or permanent roadway easements for the entire length of Apollo Court. This will be worked out with the applicant and shall be shown correctly on revised plans prior to this item being heard by the City Council. Apollo Court will also need to be completed to city standards prior to it's acceptance by the city, this includes the entire length of Apollo Court of which none has been accepted by the city at this point. Pedestrian Circulation Minimal sidewalks are provided within the site due to the use of paving adjacent to many of the building's doors. The exception is the access from the parking areas to the main entrance. Lighting The photometric lighting plan submitted is in conformance with the standards of the zoning ordinance; however, the fixtures included do not meet city standards for shoebox, downcast lighting. A condition of approval has been included requiring compliance with city standards in this regard. Parking This facility will be required to provide parking per the parking standards as listed below. Parking Factor Code Requirement Spaces Required Spaces Provided 1,840 s.f. Office: 3 spaces plus one for each 200 s.f. 13 13 29,030 s.f. Warehouse: 1 space for each 2,000 s.f. 15 15 30,870 s.f 28 28 The project is provided exactly the required amount of parking based on the zoning ordinance. Signage The submittal includes minimal signage, and with the recent amendments to the signage ordinance would be well within the regulations. All signage will be reviewed at time of building permit and will be required to meet the requirements of the signage ordinance. Trash / Mechanical Equipment The trash enclosure is set away from the building towards the north end of the driveway. This location directs the opening to the cul -de -sac making it quite visible and difficult to properly screen. Staff is recommending a condition that it be moved to a location closer to the main structure; that it be constructed of complementary materials; and that the opening be directed away from the cul -de -sac. Engineering The City Engineer has thoroughly reviewed the submitted plans and his comments are attached in memorandum form. A condition of this approval will require compliance with these comments. The Rice Creek Watershed District has completed a review of the overall industrial park; as well as issued a CAPROC (Conditional Approval Pending Receipt of Changes) for the Pomp's Tire facility. OPTIONS 1. Recommend approval of the Conditional Use Permit for Pomp's Tire 2. Recommend denial of the Conditional Use Permit for Pomp's Tire 3. Return to staff with direction. RECOMMENDATION Staff recommends approval of the request subject to the conditions of the conditional use as listed within the body of the staff report, as well as the following conditions related to the development of the site: 1. A performance agreement must be executed between the developer and the city prior to issuance of building permits. 2. Issues discussed in the City Engineer review memo must be addressed to his satisfaction. 3. All lighting fixtures must be shoebox, downcast fixtures in accordance with the requirements of Subdivision 4, Section F of the zoning ordinance. 4. The trash enclosure must be relocated, properly screened, and constructed of complementary materials as required by Section 8, Subdivision 1. 5. A revised landscape plan must be submitted by the applicant depicting conformance with the buffer requirements of Section 8, Subdivision 1. This revised landscape plan must also address all of the comments of the environmental board and must be submitted prior to the City Council review of the proj ect. 6. A revised site plan depicting the full right of way width for Apollo Drive must be submitted by the applicant. This must be submitted prior to the City Council review of the project. 7. The entire length of Apollo Court must be completed to full city standards prior to the project receiving a Certificate of Occupancy. 8. A revised building elevation depicting a cornice element of appropriate scale and constructed of durable materials must be submitted by the applicant prior to the City Council review of the project. 9. All landscaped and planted areas, including any berm plantings, must be irrigated. ATTACHMENTS 1. Environmental Board comments from the November 30, 2005 regular meeting. 2. City Engineer memorandum dated December 9, 2005. 3. Pomp's Tires packet received November 14, 2005. Recommendations Lino Lakes Environmental Board November 30, 2005 The following recommendations were made at the November 30. 2005 Environmental Board Meeting: Pomp's Tires Landscape • There should be no exporting or importing of soils from this site without City Approvals. Wetland soils should be stockpiled and used in the constructed wetland and infiltration areas. • All infiltration, management pond and surface water swale areas should be planted with a City specified native seed mix (not the MNDOT specification). A City approved contractor should be hired to install, and maintain the native plant areas for a minimum of 3 to 5 years. Seed verification should be made with the City Environmental Coordinator prior to planting. • All turf areas should be irrigated. All turf areas should have top soil thoroughly tilled into the subsoil as deep as possible. This should be a check list item that is inspected by environmental prior to sodding. There is no indication on the plan as to what will be growing in the open area to the south. If this area is going to be mowed like a sodded landscape is mowed, than it should be shown as sod with irrigation. Otherwise this are should be seeded with the City native upland seed mix and placed under a 3 -5 year initial start-up contract with an approved landscape company. This contract should include one burn at the end of 3 years. • A proposed berm area on the western side of the project is intended to screen the residential area to the west. This berm should be irrigated, in order to support plantings on the berm. • In the tree planting pallet, Green Mountain Sugar maples should be changed. Red maple, Hackberry, Red or White /Burr oaks should be substituted for the Green Mountain maples. • On the upland portions of the pond areas that are to be seeded with the City native seed mix, the developer should plant tree species that would tolerate native plant management. I would suggest changing the Niobe Weeping Willows to Oak species. • Apollo Court should have boulevard trees planted every 50 feet. Suggest planting oaks in this area. • In the foundation planting schedule, I would suggest changing the Dwarf Amur maple to some native species that is not on the state invasive listing. Tree Preservation • Although there are several stamped trees on the plan that appear to be significant trees, there is no identifying codes as to what these trees are, or whether they are intended to be removed or saved. If they are to be saved they should be indicated as such on the plan and a detail on appropriate tree protection measures shown. All tree protection measures must be implemented prior to soil disturbance. Lighting • The photometric plan shows the light "zeroing -out" at the property line. Security light fixtures do not appear to meet the City standard. Lights should meet the City standard. Erosion Control • The erosion control plan must be on site. The developer should indicate the place where the erosion control plan under an approved NPDES permit will be found on site. All required weekly and post rainfall event inspection reports must be located with the erosion control plan. The developer should indicate the site NPDES site supervisor and contact number. • Rock entrances must be replaced or added to if rock pore spaces become filled. Any area storm water catch basins must be protected with an approved sediment containment device (no hay bales) such as the Royal lnfrasafe debris collection device. Tire Storage • There should be appropriate storage of used tires so that they remain dry (mosquito breeding concerns) and are out of sight. Motion to approve staff with Environmental Board recommendations by Bauman, second by Bor. All were in favor. CIITY o u O�F KE 7 Memorandum DATE: December 9, 2005 TO: Paul Bengtson oFROM: James E. Studenski, City Engineer C RE: Pomp's Tire Attached please find a TKDA review dated December 9, 2005 of the submitted items for the Pomp's Tire project. Contact me at 651/982-2430 with any questions, thank you. 600 Town Center Parkway, Lino Lakes, Minnesota 55014 -1182 Phone: 651- 982 -2400 o Fax: 651 -982 -2499 TKDA ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM To: Copies To: James E. Studenski, P.E. 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292 -0083 Fax www.tkda.com Reference: Pomps Tire Site Plan Review City of Lino Lakes, Minnesota From: Thomas Prew, P.E. Proj. No.: 13265.002 Date: December 9, 2005 Routing: The following storm sewer review is based on these submittals: 1. Midstates Tire and Tool, Inc. Utility Plan prepared by Metro Land Surveying & Engineering, dated November 11, 2005. 2. Midstates Tire and Tool, Inc. Grading Plan prepared by Metro Land Surveying & Engineering, dated October 10, 2005. Streets 1. This project will complete the cul -de -sac for Apollo Court. Two driveways would be connected to it. 2. Right -of -way for the cul -de -sac will be platted. Sanitary Sewer 1. The sanitary sewer which crosses this property has never been officially accepted by the City. Record Drawings of these existing utilities (sanitary sewer and water) must be provided. 2. Existing manholes will be raised to finished grade. 3. A 6 -inch wye is planned to connect to the existing sanitary sewer. Watermain 1. New watermain and three hydrants will be constructed. Drainage and Storm Sewer 1. Drainage and storm sewer reviews are attached. Miscellaneous 1. Construction Record Drawings (As- Builts) must be submitted once all improvements have been completed. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity TKDA ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM To: Copies To: James E. Studenski, P.E. 1500 Piper Jatfray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292-0083 Fax www.tkda.com Reference: Pomps Tire Drainage Review City of Lino Lakes, Minnesota From: Connie J. TailIon, P.E. Proj. No.: Date: December 2, 2005 Routing: The following drainage review is based on these submittals: 1. Geotechnical Evaluation Report prepared by Braun Intertec Corporation, dated October 26, 2005. 2. Midstates Tire and Tool, Inc. plan set prepared by Metro Land Surveying & Engineering, dated November 9, 2005. 3. Existing and Proposed HydroCAD models prepared by Metro Land Surveying & Engineering, dated November 2, 2005. 4. Proposed drainage plan prepared by Metro Land Surveying & Engineering, dated November 2, 2005. Drainage Review Comments: 1. Include off -site drainage entering the proposed pond via an existing culvert located under Jon Avenue. Include this drainage in the hydrologic analysis of the site. 2. Use a curve number of 100 for the dead storage area of the wet pond and wetland in the HydroCAD model. 3. The n value for the existing 24" culvert under 74th street should be increased to 0.024 for corrugated metal pipe. 4. Define infiltration only above the normal water level for the proposed detention pond. 5. Based on the infiltration guidance document prepared by RCWD, an infiltration rate of 0.25in/hr (.0003472 ft/min) should be used for Type B soils 6. Update the plans to reflect the sharp- crested vee weir defined in the HydroCAD model for Pond 2P and Pond 3P. 7. Include the sharp- crested vee weir detail in the plans as dimensioned in the proposed conditions HydroCAD model for Pond 2P and Pond 3P. 8. Include details of the pond outlet baffle and bale check in the plan. 9. The high water levels indicated in the grading plan is inconsistent with the high water levels summarized in the HydroCAD model. Update the plan to reflect modeling results. 10. Expand the easement at the south comer of the proposed detention pond and add easement along storm sewer from the cul -de -sac to the proposed detention pond. 11. Submit a copy of the RCWD 05 -117 permit, RCWD 04 -100 permit, and the NPDES permit. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity TKDA ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM To: Copies To: James E. Studenski, P.E. 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292 -4400 (651) 292-0083 Fax www.tkda.com Reference: Pomps Tire Storm Sewer Review City of Lino Lakes, Minnesota From: Connie J. Taillon, P.E. Proj. No.: 13265.002 Date: December 8, 2005 Routing: The following storm sewer review is based on these submittals: 1. Midstates Tire and Tool, Inc. Utility Plan prepared by Metro Land Surveying & Engineering, dated November 11, 2005. 2. Midstates Tire and Tool, Inc. Grading Plan prepared by Metro Land Surveying & Engineering, dated October 10, 2005. Storm Sewer Review Comments: 1. Please submit storm sewer calculations and a storm sewer drainage map for review. 2. Include roof drainage in the storm sewer design calculations. 3. Include rim and invert elevations for all catchbasins and manholes on the plan. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity it NORTHWEST CORNER Cr SOUTHEAST OUARTER OF SEC. 18 NORTH LINE OF THE SOUTHEAST OUARTER OF SEC. 15. TAP. 31. RNO. 22. -1 74TH N88°22'57 "E 33 30 1 20 Northeast Comer of the Southeast Ouarle1 S.clion teL Towship 31, Range 22. Anoka County. Minnesota FES SSW, STREET -6"i" ess.o7 561.18 STREET VACATED BUS DRAINAGE AND U1 UTY EASEMENT IS S1\U. IN EFFECT. CC ff'' r 1 • • i§,1 / \/1 � E R x96.19 / PARCEL G AREA INCLUDES EASEMENTS AND RIGHT OF WAY 419102 SgFt± 9.62 Acres± 33 MARVY STREET e O 131.85 S88 °22'57" rN (101' 225. 7 " J80-1812 568'22'57 "W 2099. 4 WATERMAIN - I PARCEL 0 PARCEL O PER SCHEDULE A OF TITLE COL/sn1EL/ENT PREPARED BY 0410900 TITLE INSURANCE COMPANY, CASE NO 230281, EFFECTIVE GATE MAY 27 2003 That port of the Southeast Quarter of Section 14 Township 31, Range 22, Anoka County. Minnesota, described as commencing at the Northeast corner of said Southeast Quarter; thence South 88 degrees 22 minutes 57 seconds West. assumed bearing, along the North line of sold Southeast Quarter o distance of 2099.84 feel to the point of bogeming of the parcel to be described: thence South 01 degree 37 minutes 03 seconds East o distance of 645.37 feeO thence South 88 degrees 22 minutes 57 seconds Wed 70.00 let: thence South 01 degrees 37 minutes 03 seconds East 18.00 feet: thence South 88 degrees 22 minutes 57 seconds Weal 131.85 Ant: !hence South 50 degrees 20 minutes 29 seconds West 203.19 lest: thence South 50 degrees 18 minutes 27 seconds West 225.00 feel to the Wet Inc of said Southeast Quarter, these North 00 degrees 01 minutes 09 seconds East, aeonq said west line 821.53 fed to the 14•41 Inc of said Southeast Quarter, Uwe* North 68 degrees 22 minutes 57 seconds East. *long said North line, 551.18 feet to the pent of beginning. NOTES 1.) EASEMENTS SHOWN ARE LISTED W SCHEDULE B OF TITLE CO4uITMENT PREPARED BY 0110960 111LE INSURANCE COMPANY. CASE N0. 230281 2.) ununES SHOWN ARE FROM ME CONSTRUCTION PLANS 3.) WETLAND LOCATION TAKEN FROM DRAWING 90 4E1R0 LAND SURVEYING AND ENGINEERING DATED 1/13/01 SAN�� SANITARY SEWER ' / •, 1DAPORARY '— L ROADWAY EASEMENT PE DOC. NO. 1558612 / L z / / LEGEND • Denotes ion monument lound O Denotes ban monument set Denote Wet land lime —r— Denotes sanitary In• For the purpose of this survey. the North line of the Southeast Quarter of Section 15. Township 31. Runge 22 is assumed to bear Nair 22' 57'8. r. 1: hl Q\ 1 4 2.005 cry cl= CERTIFICATE OF SURVEY .4A 1850.001 11-11-0S Mil ' vi f Ri__ •� NN ,:: 1...{'•'(1`0'. t 1 1102 . 901 e 3:1 VARY SLOPES ' -`P+ -" 899 -J :.• a) ,d L•gP0:•• • 7T:AINNOi UIT 1 1 . REI • •) ,Y •: ,ALL . i 7' /.•` ii fi \ :••. 1 It - �� -----= • I � s�1.c•�.�v VIII 4.j li �!t 11 = �ISEN;i 902 906 �iAli: T F1.a. T ION , •It ... • • /N r. ,', •w i ,��•'�',i°A ;Nib«:... • �y �. �. '`y�.+I � },.9'•1'{.'4 : i :! ! f� 40�: • -tits ror- Trim NTE 'HCE k riNqf 1[uI • J' ®It /FX iG ,,.../,'.. �rP 'ter!' K`( F`T \ P:L ksIN T. y 1'...!.. I� i.: f4.. , \ • • -_ • . L.,.• +�Y' 64f• -�y:'cti 4"o'. ^1 `. 'Q ' `.` • k 31igi'Fv' _ r; _r \',/ .4:7,...,7 C.., •.91. • ... `we:.. {..{ -i.. 'c 1 „°i � � l K(-4. 4. el • ,{%.. C' : rim',-,. I , s \ e'P • .R L GRADING NOTES 000105E0 CONTOURS REPRESENT FINISHED SURFACE ELEVATIONS SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE TOP AND BACK OF CURB. FASTING UTILITIES 50004 ON THESE PLANS ARE BASED ON RECORD ORAV.GS AND. WHERE POSSIBLE. MEASUREMENTS 1ANEN IN ENE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS RENO EXACT OR CON 5010 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY CO1PANES AT LEAST AB NOUR5 PRIOR TO EXCAVATION, TO REOVE51 EXACT FIELD LOCATION OF UTILITIES THE CONTRACTOR 15 RESPONSIBLE TOR RELOCATING ALL ER511NG UIIUTIES BIRCH CON1UCT NTH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS CONTRACTOR TO CALL GOINER STATE ONE CALL (1- 800 -255 -1185) 46 HOURS PRIOR TO EXCAVATION FOR LOCATIONS OF uTIUTIES. CONTRACTOR REDUNED 10 PROTECT THE TREES TO BE 50000. SHOULD ANT PORTION O THE TREE BRANCHES RCOUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EOOPUENT, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TRMUNG SERVICE 10 1RNN THE TREES SHOULD THE CONTRACTOR'S OPERATIONS RESULT N THE BREAKING OF ANY LIMBS. THE BROKEN U485 SHOULD BE REMOVED W *501ATELY AND CUTS SHALL BE PROPERLY PROTECTED TO 41NRU2E ANY LASTING DAMAGE NO TREES SHALL BE REMO*0 MTH0*1 AUTHORIZATION BY THE ENGINEER. COSTS FOR 1RW4IN0 SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD SUFFICIENT TOPSOIL TO R00v00 A MNNUM FOUR INCH DEPTH TO ALL DISTURBED AREAS TO BE 5000ED OR SEEDED. NE FNI5NED BUILDING SOBORAOC ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FEET *BOW DR BEL00 THE PR0005ED ELEVATION. STREET at PARKING AREA 5U8GRADE ELEVATION SHALL NOT VAR,. BY MORE THAN 005 FEET ABOVE OU BELOW THE PRESCRIBED ELEVATION. AREAS TO RECEIVE TOPSOIL SHALL BE GRADED TO TITNN 0.10 FEET OF THE REQUIRED ELEVATION UNLESS DIRECTED 01HE0MSE 8Y THE ENGINEER. TOPSOIL SHALL BE GRADED TO *91HN M INCH OF ME SPECIFIED THICKNESS THE CONTRACTOR SHALL COMPLY MM THE REW0EUENTS OF THE RNNNE501* POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (WOES) PER14I1, CONTRACTOR. SHALL BE A CD- APPULANT MTH THE 00HER. THE CONTRACTOR SHALL COMPLETE THE REWIRED INSPECTION REPORTS AND BE RESPONSIBLE FOR 4AINTEN*4CE OF THE EROSION CONTROL DEVICES TOLERANCES 1. THE BUILDING SUBGRADE CRASHED $MFACE ELEVATION SHALL NOT VAR1 B1 MORE 704.N 0.30 FT. ABOVE. OR 0.30 FT. 854.00, THE PRESCRIBED ELEVATION AT ANY POINT 55ERE MEA5U8E4ENT 15 MADE 2. ME STREET OR PARKING AREA SUBFAADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 01 /8OK. OR 0.T0 FT BELOW, THE PRESCRIBED ELEVATION OF ANY PONT WHERE MEASUREMENT 15 MADE. 3. AREAS MUNCH ARE 70 RECEIVE 1OP50R SHALL BE GRADED TO MTNN 0.30 FT. ABOVE OR BELOW THE REWIRED ELEYA7ION. UNLESS DIRECTED OIHERMSE BY /NE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR NNUS 1! INCH OF THE SPECIFIED THICKNESS 4A4N1ENANCE 1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC ANO ER0909, AND KEEP AREA FREE OF 1RASN AND DEBRIS 2. CONTRACTOR SHALL REPAIR AND REEST*BUSN GRADES IN SETTLED. ERODED ANO RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REWIRED. AND DURING ME WARRANTY PERIOD, ERODED AREAS WHERE NM S TO BE ESTABU5NE12. SHALL BE SEEDED ANC MULCHED. 3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERA00N5 OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE. RESHAPE A140 COMPACT TO 0(0540EO 0(N91Y PBOt TO FURTHER 00145T91011041, AFTER 51TE GRADING IS COI0PLEIED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL (KIPS. THE CONTRACTOR SHALL TRANSPORT ALL EXCESS MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR. OR BIPORT Su11ABLE MATERIAL TO 100 SITE. A v1000 FIBER BLANKET SHALL 80 FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 311. 774E CONTRACTOR SHAtl COMPLETE DEWA7ERN0 AS REWIRED TO COMPLETE THE 910 GOADING CONSTRUCTION. LIE CONTRACTOR SHALL COMPLY MM NE REOUIRE9EINT5 OF 774E *01NE5010 POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT 0SCH*RGE EU0NATION SYSTEM (4POES) PERMIT. THE CONTRACTOR SHALL BE REWIRED TO BE A CO- APPLICANT MTN THE OWNER. ME CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECTION REPORTS. 174E CONTRACTOR WALL BE RESPONSIBLE FOR 4NNTENANCC OF THE EROSION CONTROL DEVICES A COPY OF THE RERUN' CAN BE OBTAINED FROM THE ENGINEER. ALL IAATCH POINTS ANO PAVEMENT PATCHES TO BE SAWCUT AT FULL DEPTH `=3, f k NQv ' 2005 crr 'OaFF a STORM DRAIN NOTES CATCH BASINS SHALL NOT BE BACKFILLED UNTIL FABRIC TRAP I5 INSPECTED BY THE 01Y. TRASH GUARDS SHALL BE PLACED ALL STORM DRAINS AND CLLVTRTS. PRO10E CLASS a RIPRAP RATA FILTER. FABRIC FOR ALL POPE OUTLETS. THE LAST THREE SECTIONS OF CONCRETE PIPE SHALL BC TIED. NCLUDN0 APRON, FOR CONCRETE PIPE LESS THAN 45 -INCH DIAMETER. ALL SECTIONS SHALL BE TED FOR CONCRETE PIPE OP 4B-INEN DIAMETER OR LARGER INFILTRATION BASIN NOTES GRADING 5E0UENCE - ROUGH GRADING SMALL BE DONE IN CONJUNCTION MTH THE REST OF 774E SITE. EXCAVATE WHIN S 0.3. OF FINISHED GRADE. 081,) LIGHT DR RUBBER -TIRED EONPNENT. FINAL GRADING OF BASIN SHALL BE DELAYED LN10. RE0AINOE8 OF SITE S FINISH GRADED AND SEEDED. NO OVER- 105*0*TION OF BASIN AREA 15 ALL09.E0 AFTE0 FINISH GRADING. TILL THE BASIN FLOOR TO A 4NI4U4 DEPTH OF R INCHES 41X TOPSOIL NTH ON -5115 SANDY SOILS N A RATIO O 50/50. 00 AS DIRECTED BY ME ENGINEER. NO FDUIP4ENT MAT BE DRIVEN ACROSS THE BASIN FL00R AFTER GRADING AND TURF ESTABLISHMENT OPERATIONS ARE 0OM0LETE. (ROSION CONTROL. - PLACE SILT FENCE AROUND BASK( AREA IM MEDIATELY AFTER ROUGH GRADING IS FINISHED. MAINTAIN UNTIL FINISH GRADING AND TURF ESTABUSNUENT WORK 15 DONE AND VEGETATION 15 ESTABLISHED ARG GROMNG. TURF ESIABLISNUENT - SEED MTN CITY APPROVED WXTME, N ACCORDANCE MN 01) REDUAELIENTS VEGETATION N PON05 AND NPLINATI0N AREAS SHALL BE RESTORED MIN DEEP - ROOTED NATIVE VEGETATION (MN/DOT MIX 310NNT OR SUITABLE WETLAND SEED EQUIVALENT), RE- L5CETATION SHALL CO THENCE MINN 4 DAYS OF FINAL GRAONNG. MANAGEMENT PONDS SHALL BE SEEDED MIN NN00T 41X 270 PER 174E MNOOT 2001 DISTRICT SEEDING REC0u4ENDA110H5 PU8LICA70N MEANS AND MET11005 OR EOUAL APPRROVED BY A LANDSCAPE ARCHITECT PRIOR TO THE PURCHASE AND N5IALLAI90N EROSION CONTROL NOTES ALL (005101 CONTROL MEASURES MUST BE NSTAL(EO PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND eE MANTANED UNTIL ALL DISTURBED AREAS ON THE SITE NAVE BEEN RESTORED. 109PORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN STRUCTURES DURING CONSTRUCTION (SEE DETAIN.). SEDIMENT SHALL BE REMOVED FROM ALL 500)0(87 CONTROL MACES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED BY 1771 PERCENT. A STADIUM CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR DURATION OF 080.ECT. ALL SLOPES 11 OR STEEPER. NOT 10 BE 500DED AND GREATER THAN EIGHT FEET IN HEIGHT. SMALL HAVE EROSION CONTROL FABRIC INSTALLED. CONTRACTOR SHALL SEED AND 4ULM ALL DISTURBED AREAS NOT TO BE SODDED. SEEDING SHALL BE PER 4n001 SPECIFRATIOH 3076 APPLIED AT A RATE OF FIFTY POUNDS PER ACRE. WHO IN Pap AND 1001119 ARON AREAS SHALL BE IOXTURC 510NWT (NATIVE WET TALL) IN ACCORDANCE MTN Mn00T SPECIFICATION 3870 APPLIED AT A RATE OF 82 POUND* PER ACRE. MULCH SHALL BE PER MADOT SPECIFICATION 3982 TYPE 2. THE MULCH SMALL BE APPLIED N ACCORDANCE MTN 904007 SPECIFICATION 2575.3. F1. MULCH TO BE APPLIED AT A RATE OF TWO TONS PER ACRE MULCH SHALL BE ANCHORED M1H A 0955. CLOOBJS701 OR OTHER APPROVED EQUIPMENT. SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND 4001 BE RE404(01F DESIGN CAPACITY NA5 BEEN REDUCED BY FCTY PERCENT. LEGEND U. ALL EROSION CONTROL 4E *SURFS MUST BE NSIALLEO PRIOR 10 COMMENCEMENT O GRADING OPERATIONS AND BE uAN1ANED UNTIL ALL DISTURBED AREAS ON 174E 9TE NAIL BEEN RESTORED V. TEMPORARY EROSION CONTROL (HAY BALES OR APPROVED EQUIVALENT) TO BE PLACED MOUND 5100 DRAIN 010551URE5 MUBNG CONSTRUCTION (REFER TO DETAIL). W. =NEW SHALL BE REMOVED 10044 ALL 50311.1E111 CONTROL DEVICES A5 NECEK5MY ANTI MU51 BE REMOVED K DESIGN CAPACITY HAS BEEN 0[00050 BY 501E A. 0.401. * STABILIZED CONSTRUCTION ENTRANCE 5NALL BE INSTALLED AT 174E BEGINNING OF CONSTRUCTION A MANIAINEO FOR DURATION OF 08 Y. ALL SLOPES 11 00 STEEPER, NOT TO BE SODDED AND GREATER 1NAN 8 MET IN REIGN/. SHALL NAVE ER0540N CONTROL PA139I5195101 00 4+.a+ rne K ADO 401:* Was Virr,10 nrru 1) 2I: N 1 Z i1 -1063 cc to 0'CJ W0 i -c` HS- E V I sJAL JAL 1650.001 10/06/05 htn C1.0 T4t1-..i T SY STREET ai.`. 1E4 • A .7 GT EXISTING • —DRAIN AGE EASEMENT -■.,. li 4•■■•., , —. _ — — .......... ..-...„,— — •••1-•••;:j. • E•zACta.a... __... . --- P.EPEI7Ci .1'. •••• • :ATEI•4t4- .•-• I 'RAI•c:.; / s - . / ...• • • ''. RE , TAINING ' \ '' -, ''''' • ..; ••` WALL ,• • • I .EACCE147 • • RETAININd ' SEM NT tn.+ ••■•■■• r:074 14. CP.6.2t, • :woo, 4DGAND. • TrP.or.4 r..4 T.4 •• RN. • I , a,t+ tzt / A111.1: I - LMLITT EA:E14ENT [...... ....j... —c_ ..._.... ..... ________ , : _...... ... __T E:1$711•4.: OPA1).14.7.: • AIRE, yr! IT( EA: 4ENT cvNics MD' Ttoc FILL. An, IR. BEGIN catc:Tpur ..•;AA- ST 'a ,...... LTD:"...-.:S: • " ''' •.-• ' t•T ''"!'......_ . ,,,.. Tval.414d.2;‘.1 --" rF ,y. ,P)11.1 ..... i 1 i.. • , ,-- ,• , r \ \ t t' . 0' i • ' • • 4 ,4'.,#4.4.'" • si% k. .• ;•,. .., ,,,,,,co • ..., -11 ,•:.,.-f--.7:-:-W ..,,,...: . „.; ... l'o 1.111, ',1.1.:•••,?;,.../-;;,,,, ,... ,....,•:.0.,- • • f.,;:..,„,•:.--.,. ..:.,..-.,X,•./.;.. i, :.... ,;: .....;-,::::•-• . , ,:;,• ---- — • • ,,,; •• :,; `AT \ ION ?••• '\N C•;.`" rf • --V- - -.11.......—.--......... .......t--47 501741,1— L.---- . ,;.:• ii, ,,,,,,,-!' • `.'• ' 4■'' " 1 . ...- -' . I '•••••..C. •"; \ i• / ;;;,..,...• ^. •Nc. ,-R- ,.-j .. „k. „cz.,:4;... „. ,_, c6 , .. _404\0/ . • . ,,, - Y/ ' ; P.44E''''''',.:‘, • ''..1." a ,, ,..'''''. cr" ..... „ V: „,.. :* 4, .e; ,,,,,,I, • "r.,,,. ... s , s , 7,.....r, ‘ , , „ . ' ' . . . ' ' ' ' rat • .7.; )1 g, .• ,,, , . 't •'. ,.• ' ...el V ; ,..,... i ... •/1 "... •••b• . „ ' :••■:?'''`Tc- ''''' '\ . ,- •• ••• ''' • ' ' " : " ; 1 • . ' ''' . '' .. 1g44r ..- '',..7-.1 ;/ J' \ ,,-, ? -,9 - , ' 47. Ara • •,.. i ,,,..!‹.,... ."'" • Ki■ -," , - ,,..,.../- , . . - \•,4—j'. - , ,,, -• ,, ...., eA7' • '• NAP • .... 0 e.40."C' " . • /'"' "" LL - " - • „..•` • ,,•7 , • •,•• tn 47 PI', NOV 1 4. 2005 1 Crri OF L,, i0 PiK!. LEGEND t.,...■•• L.* 1.01 UK CLIMout [•UM% P.M Lift L GMEN .9.00 414, LARORNAPIA N ....0174004115 — POIVIR Par 'motto_ —.A-- ta Mr1, 11:1..M.AR --- • RAMoteatt4 • Smour. 4410414•. 40 • CM,1 10,1.0..0 • • Mu+ 1.“.*Oti ' 7 rt•■•• CIO • In WK. VAC. 1.0.14/ • wow. UTILITY NOTES CENTRAC"TPF. SNALL flE0 407111? LOCANCINS AND ELEVATIONS 01 ERVING uNUTIES AND TOP0GR5*457 FIATuRES PROP. TO TNE CONUENCENENT OF SITE MAORIS. THE CONTRACTOR SHALL IINIEVATELY NOTRY ENGINEER OF DISCPSPANOES OR VARIATIONS MOM 144E PLANS. ML EXISTING UTILITY LT:CANCERS %Iowa ARC APPRZEINATE. 50611457 cop,,EN smyt WE GALL- (15:-434-0007) FOR UTILITY LOCATIONS •E NCURS PRIOR TO EZCAPATION. UTIUTY CONSTRuCTION 40414.4. CONFORM TO THE OARENT mon c• STANDARD SPEDIFICATI07s FOR NATERSTAIN AND wRcncT INSTALLATION ARC SANITARY 2NE7 MD 510714 DRAIN smut:mar As PREPARED BY 118 COY ENGINEERS ASSOC:LAMM AnsuesstA. CAT1141 319115 RHO. UMINILM 74 0445110 AREAS TO BE SUNPLIG MN PIT CATCH BASINS 14 O.ITTERS TG OE SWIPED 115 FUT PER DETM.S. ELEVATIONS SPORT ON PLAN 00 NOT REFLECT soupED ELEvATICNS. ALL MI *455441115 SNALL BE LODATED FIVE 1557 BEHIND DIACY OF Gun UNLESS OTHINNSt NOTED. TYNCAL 4550444*41 =ASPS OFT HYDRANT. DATE vALIff. 5.14 Try 7 54 14 RICA. DIP Ahlt ANV HYDRANT EXTENSON Ermisams TO BE NOMINAL. 57071140 To 04 NATFROUR RADE 440 -7?. 0.5" WO, vALVE: SNAU. SE RESUENT 53141 0515 - 14110117/ A7570-55 41441 • WAWA, 540.04011' DT COVER IS REO.NREZ 74E4 ALA 44.1E514447.5. LNLESS ONIERNTE wort, EETRL DEPT. MT SE RECORD: LI ...INN A 14111I44:11; 54 1454.175 LERTICAL 51:P1R17IO4 15 SAN1!4*' mce. 0 5704,,, 31410 cmcs. PATERNAIN 12 5,. 04314LLED ALCNE. 1145 ROAD CENIERUNE. GIVELEC- PON PER NAuNiACTLINFR: SPECHICATIONTL NIS:ALL 054550 ITSZESIAP• 4.444004444? 11 EIGNTLEN 411L,IF DT vERG:A; SEPARANDA 4444 54 004140544141 YEI. FGT., 3474.711170 :1 Pi:OUNCE POP ALL LIIINES. ONAEITS zcAcArssr 1,0115. /0.: SAN,TAR, 31414444 47P0 15 40 1404.4140441444 :N.OF.DOE PIE: 14 15 Ir. 7! uNLESS ONLERNE: xsTsr, CONTRA:73N to NuNTAA. AS-Ev.- !LAN: 15R1.US.3.T ma Stair: THESE PL.! TO ENMEEF +APO,: cs:A=Ar,ez, 544 TOP,. • BUFFERYARD / BERM PLANTING SCHE SYM KEY COMMON NAME BOTANICAL NAME SIZE QTY. NOTES G BM 'Black Hills' Spruce Picea alauca oensale'8.M.' 5' BB B Fully branched la around • FS Cukeel Sechom Sumac Rhus lvphina 'Laclniate' 35 cont. 17 Plant 10' an center 13 GA 'Summit' Green Ash Rasmus oennsvlvamca 'Summit' r BB 3 Sinale. straight leader 5'+ NP Norway (Red) Pine Pinus reainosa 5' BE 6 Fully branched to around t PK Nonhem Pln Oak Ouercus elllosoidalis 2' BB 2 Sinale. streiaht leader RT 'leant' Reorvda Doawooa Comus sencea 'Isanir 95 cont. 19 Plant 8' on center SM 'Green Mountain' Suaar Maple Acer saccharum 'Green Mountain' 2' BB 3 Single. stralahl leader TOTAL 17 TOTAL TREES 22 v1 ADDITIONAL SITE TREES PLANTING SCHEDULE SYM KEY COMMON NAME BOTANICAL .NAME 1 SIZE QTY. NOTES 44 BM 'Back Hills' Spruce Pica. deuce densata 'B.3' 6' BB 3 Fully branded to around CO RD Red Oak Ouercus rubra r Be 2 Smote. alraiont leader 13 RM 'Autumn Spire' Red Meole Acer ruorum 'AWN. Stare' 3' BB 3 Sinole. lreiom leader El 55 'Sena Snow/ Crabapple MMus 'Sarin° Snow 1,5' BB 4 Sinale leader .. NW 'Mode' Weebino Willow Saks alba 'Triads' 2' BB 5 Sinale leader TOTAL 17 > ��•• A re —erk. __.. .._.._.._..._.. -•— •90" —per — fir• 9O7 Moser sammonrom elm eme bur. .wm�1007m...re.... Wm..m oot. om. mamramommesemmemerni SOD /. f/. cj.• u, r T3 113 �.J £06 . U L ` IJ Typical Deciduous Tree Puntmg Demi Se Sum aw.Waa.pr em ono armr..m...0.. �.t::aumr.me .- sm..ru.grm ^r r. ..•/, 7 W� .r•S c 11 —1 ii, S 1 i 205T 110./Cr Li 9 Op I { ca,"'a. Tale ( Nem •mew • • WP.v..elr.r'iY.r4ev.e Typical Shrub Panting OMNI ir▪ m so.. armed M▪ . 5 00.l.l raemNrtr rmrr.eme ▪ .W.wmm mem ll...e..pm PLANTING NOTES, e ®mm e.emom ee .Iotpm..r.m M..nt mt.. TIN pMens. flegamem moms ...a .1, enema, Pwm a••^•^m9 WonrmN. McWm.o e ea none. mon.nel.N.. .mm am W..m.e m ermM.O AM el•re•a Puele. umoi MUMS m1.W Y. rmp.m Imes me ya/ be. ..e P*laW ame. ley .50100.10... mitt a 1.1•1 letemea maM eme. Pel.rgtr ee...al me annul e.e. meelea e. men. daena11? Car.. OM may 00. Me muNM erba. *l al WY. Mmemm.Mea..a.e..M en burvl.eunloosed senn.,00 al. M 11010000. e.aa.kO mme.w. older eery NeSsaNW'May eat. asap of me Soak. s M O. , cm Wee. Nnm Menlo eerem mesa. amenetmerdeen.. Rm. M Mee I. Ow ao el rmlm en ea mm.lr.nrmW PW r W W gmymumr ems open PM me. Pepe wee m mm..ry psaWamd nursery P.ma. Tm Omer Mall Oa ..msn.e W late enm e.eep..s..oeme. W ti ..e. Mom OM be N.M. Mrsee openmSrtas P.M Mao nal.. 1 reeds. Mo..e.yl M.o. emu re le Mel.m.0.1 ....da ms sly. am OM be me. mem me Mres Wrong ma b..uee.r Nem SS emmr Mu. MO MM. eam.r.. poNmadMr. lase rmeeerbmm m.a t.0 me.eNMmpama mmM.p m a . aaa Me me.aee Pun °sea me rym.l n.e1P. 3Nma.laelm. leta*M be pave.. mmt....•mae M.•aa.Om. el 3. Mom. SOD Ia 8011)0 NOTES: see alma. Mee ermW M an bummed..m.IM ar.mn Mme Wem.d by maeuemms lemu am MI areal OM a me. .m Itlon MO.gao P51113,.. M:1.MP.a) mm a u.a.wee mnoa w e315 . si OM I C12 NQV 1 4 2 eine or-- LINO E 1 k l e r - - 'VATI 1 % 1 A 1AV P.461 w4) 0 Z11455rr. e" 44NAL04e 11 t2 41 Oe\411-4tinvr-- it; zkva 1.4041).47446cfe NOV 1 4 2005 CIIIr OF LIMO LAKE8 I eirearw- 4„,wcar__ T T ¶ TT smT DTI ARM TANK &mayor Smarm Fordwmker 0116“ arm...2400 9,000 .q. Stone —21, 210 sq. b. INYNATT2 ATM OM. 4974:12:il taMilAlle PLAN MITI.Z=MRCINNTIMENSTIRN261 Keller MAIM. I RNICTIMRIN I TWOS Ramos TA aro aANNI PA ANNA rammoNTANT INNAm•••••• 2=CCINTICNI=T6261261:ToT BOWIE •116MEMIelsemol6■3 PLN11100 issc■cm.e....MMOImm. 1410iar144641111114 C.+64.ry APNATTICTI ORA6.64161, 0. 1.1:56■T ILTVOTINA. 1111.11WAS014 MIN.ANNNAY CONTRACT /6Z. MOJT. POT CONSTITGTOIA • A1.0 .14DV 0 zot WEST ELEVATION ABUTTING PROP. ZONED RES. s0�9••1• -3• l , I ©I= 132wTg 31 MOWN. 11/611 fltu - Ise[; 1.9241.(. 191.1 •79• - 11009) L ti. MOW 1111,9909 921 11. 111719109 114331.4100 19330 3191e1 ■ 2311 1991 37. 107.1 .34 - 1107.) -111007 .... ®4433-..° -.. -_. - ®. _�°-_- _ _,...- _.- ___... 444_4.. m.�' =.':'. .�... ,44-4--,4.: - _._... .._ "_ W _ _ �--- - �r�- �y �_...::: - _.. ... .............�._.... ...�.....m...�.... .. 4444.. 3311 311 �aat 11.1170.2 TO Ina 9.133. 1 MOO 91.001 111.1. SOUTH ELEVATION (FRONT) ••.... i- -1'-O• A2.0 1.13 L1. (311133 1133.1111u1 19110 - (191 .._. 3!. 1071E .R.. - 113391 L f mr CO 79331 ARE RN1e 111.001 PART 10001011 1111 L. (3RW 3/9YA103 MOM 31910 - (311 IMO L. min MCA - (134) R4f41�q m _��..�yd.o�— y����er�..r..'e_.. ®..._es _�_- �.s• -- - �.�..� �.... -. nqr a31u ilaN i.pt0 • 3333 01 411 WO 1111911 1.33110 411 1001 9137911 NORTH ELEVATION 110' -C• A2.0 1/311 P0c1 7.401. ET) IONS MK 4RU� a� r 9(x ea 31321 IMIESIEVIMEREMEMERIZIMUMISEIMIE i {+.`k5.c�}° _t9 r u139 (il Ng19 111 ..: ,3mu90rt - -•� Y1. iino'.� *. 44,4_4,.---••- .. _... EAST ELEVATION ABUTTING PROP ?OWED COMM ! s) J ` k2.0, 1. Keller rl•t191v•09 MONK • MINNESOTA W 0 7 • ▪ COPYRIGHT NOTICE^ "N. ••••••..- 4444,.. Ow • NOT FOR CONSTRUCTION• 19•10,01116714, wolv•• set 133W33131e • /410.1997 09,9119. n ue++.o1 495. LOO +01/90 903 09901919.7109. MOST A2.0 NOV 0 9 2005 RUUD LIGHTING ... 1. 6 6 la • la 1. • UUUUUUUUU I. 1. km U UUUUUUUU 6 6 LV = = • pr.= , t -47 41 rara7=2-.. fire Ina 44.41411o./ MCC 2.4.7[1110, s..4.1.1 .4 CT Ornreransynnanall/exe...o.. FIXTURES ARE mOUNTED IS •FG RUUD LIGHTING 900234.70011 USA ..1.1.1..rwac1101.4.40s, 9111.01.1)S1 C 1ZZ•1= 00 In003 SW.. 1,41 1.arout b AMOCO CAPIC1.1.0 11nr.C, Nona* NI-CNICRIC• L11 EU% 31112 Os Comae Oromos. oww/a..4 6.4 •nna 4.41 4. swum.. n 1911 P.1. rcon.a.v.. CATID&T 611.41. IflG Od LLCU STATE OF THE CITY 2006 As Mayor of the City of Lino Lakes, it is my privilege each year to deliver the State of the City address. It provides an opportunity to review our progress and share the course we are setting for the future. It is vitally important that we, as city officials, leverage our city's assets to the benefit of our residents and business owners. Our recently completed resident survey shows that location, natural amenities, neighborhoods and schools are what attract people to this community. It is our goal to ensure that what is highly valued by our residents is preserved, while providing conveniences, housing opportunities and additional tax base for our residents. This year, I want to take a look back to the hopes and dreams of the community 10 years ago when we completed a major public initiative called 20/20 Vision. I also want to briefly highlight some of the accomplishments of our city departments. First the 20/20 vision in review: It's time to examine whether we have made progress towards that vision. In doing so, I would hope to set the stage for the new visioning process we will be undertaking later this summer. The 20/20 Vision participants from 10 years ago imagined the future Lino Lakes, and then recommended ways to move the city toward that vision. Major focuses of that 1 process were on Growth Planning, the Environment, Parks, and Commercial Development. The Growth Planning Advisory Group called for "a plan that would control the type and quality of growth in a manner that would ultimately provide the benefits of available commercial services, broadened tax base, and city services, and yet still preserve the character of Lino Lakes." The Environmental Advisory Group recommendations included: • The enactment of zoning regulations, ordinances and special efforts to preserve areas of special environmental importance. • It recommended locating trails, buffers, and greenway corridors for maximum benefit to wildlife and to provide recreation opportunities. • Their recommendations asked for a master plan. The Environmental Advisory Group asked the city to provide resources that encourage the dedication of private property to complement the city's natural resource base. The Parks Advisory Group recommendations in the 20/20 Vision Plan were: • To develop a detailed development and construction plan specifically for trails. • To map current and future trails and to develop a long -term planning relationship with Anoka County to provide connections between the city and county trail systems. 2 The final section of the 20/20 Vision Plan deals with Commercial Development. That advisory group said the city should pursue commercial business with characteristics that "fit" the community, including ones that are compatible with the environment, provide a business center, support multiple types of zoning, and support community activities and family values. Tonight I am proud to say that the city has made much progress towards these recommendations, and has set the stage for how we can continue to grow in a way that protects, enhances and preserves our valuable amenities. Lino Lakes was one of the first cities in the state to complete a detailed natural resources inventory. Our "Parks, Natural Open Space /Greenways and Trail System Plan" is a comprehensive study of our natural resources and provides guiding principles for the future. Those principles include: • An interconnected network of natural landscapes, greenways, parks and trails. • Finding ways to foster a high quality living environment within the context of ecological protection, land stewardship, long -term sustainability and economic viability. Now, those are all very lofty words. But words in a study by themselves don't accomplish much. It was critical to find a way to implement these principles. The city took a significant step forward when it amended the growth management ordinance in 2004 to encourage ecologically based "Conservation Development ". This amendment has since brought recognition to Lino Lakes for being on the leading edge of 3 "Conservation Development." Other cities, environmental and planning organizations, and the development community, are turning to Lino Lakes to find out how we're making it work. The idea was to provide design flexibility in creating new neighborhoods to achieve desired public values. Our first "Conservation Development" is underway. It has received much attention because it is environmentally sustainable, and workable. Our "Parks, Natural Open Space /Greenways, and Trail System Plan" can be implemented and paid for largely with private development dollars. In the past year our city staff has been asked to speak about conservation development at conferences sponsored by the Regional Greenways Collaborative, the Minnesota Recreation and Park Association, the Minnesota Department of Natural Resources, the American Planning Association, and Minnesota Land Trust. The Pioneer Press recently reported on the Foxborough Estates conservation development in Lino Lakes. So, we now have a plan and a way to implement that plan. We are proud of our progress. We have tools, resources and experience we did not have 10 years ago. Since 2003, the city has increased funding for trail development. We have partnered with Anoka County to provide a paved trail segment connecting the Town Center with the regional park trail system. Soon, residents will be able to get from Pheasant Hills to city hall and the YMCA via off -road trails. 4 Anyone who has lived in this city for any length of time is aware of the years of planning this city has put into creating a "downtown" Lino Lakes. We are proud to say it is underway, and the initiative we took as a city is paying off. As the 20/20 Vision Commercial Development Group recommended, it is compatible with the environment, provides a business center, supports multiple types of zoning, and supports community activities and family values. Country Inn and Suites is going up, and townhomes are going through approvals. The YMCA is holding its groundbreaking on May 10. Anoka County has selected Lino Lakes Town Center for a future regional resource library. Hampton Inn is also building on the north side of 35W, and we are getting additional users in the Target/Kohl's development. The 20/20 Commercial Development advisory group also promoted "Community Unity" through better communication between city officials and citizens. Communications with residents, I believe, continues to improve. The city received high praise for the very public way that the environmental review of the 35W Corridor (the AUAR) was handled before its adoption last year. Our website is filled with information and is easy to use. We learned from the recent survey that 83% of our residents read the newsletter, which is considerably higher than the norm for suburban cities. We televise and replay our council and advisory board meetings on cable. Our staff is involved in the local chamber, and other local business organizations. 5 Our recently completed city survey is a vital tool that provides insight into the residents' perceptions about the community. It was rewarding to receive such positive responses. It is also necessary and helpful to hear the negatives, and it helps us know where to focus our attention. An abbreviated summary of survey results will be in your next newsletter, and the full results will be on the city website soon. The city also plans to run a series of follow -up guest columns in the Quad Press to provide more detail to residents regarding the survey results. We continue to work on communication with our citizens, and look forward to resident involvement in our visioning process this summer. Another 20/20 Vision recommendation in 1996 was to monitor the adequacy of our roads and work with other agencies on transportation issues. We all know that transportation needs and lack of funding have grown dramatically since 1996 across the metro area. We are taking aggressive action, in cooperation with Anoka County and MN/Dot, to find ways to fund improvements at the 35W and 35E interchanges. Federal funds for 35E are programmed for 2009 construction, and we continue to work toward funding for the 35W interchange in 2007. Over the past 10 years we have made significant progress towards the goals of the 20/20 vision. We have an excellent base to begin our new visioning process and we look forward to a collaborative visioning process this summer. 6 We were less successful in 2005 in funding the reconstruction of some of our most deteriorated local roads. The Lino Lakes City Charter does not allow general fund dollars to be used for local road reconstruction without voter approval. In 2005, for the second time, a road referendum was defeated. It is our role as elected city officials to provide basic services such as roads to our citizens. We are dependent upon support of residents to do this. It is not in the best financial interest of this city to continue to allow deterioration of our local road system. The city is undertaking a financial analysis this summer to study, among other things, our assessment policies, street maintenance and reconstruction schedules, outstanding debt and financing decisions, and reduction of state aids. Periodic review and adjustment is critical, and tough decisions, based on updated projections, need to be made. Our city council makes decisions based on the needs of the community and its affect on local property taxes. I'm pleased to say that the city portion of your tax dollar has again decreased. In 2004 it was 36% of your property tax bill. In 2005 it was 35 %, and in 2006 it was 34 %. It's not a huge decrease, but in light on the increasing demands for services and amenities, I am proud that we are able to hold the line as we do. POLICE DEPARTMENT I want to again acknowledge and honor Officer Shawn Silvera. His death in the line of duty in September 2005 truly moved us all and brought us together as a community in a new way. While we grieved, we found strength in the many people who united with us to 7 share in commemorating our fallen hero. Shawn's wife, Jennifer, and his children, Jordan and Madelynn, will always be in our thoughts and prayers. Legislation has been proposed to designate the portion of I -35 from the site of the accident north to Washington County 2 (Broadway Street) in Forest Lake in Officer Silvera's honor. Representative Ray Vandeveer has authored this bill in the House, along with Representative Phil Krinkie. Senator Michele Bachmann is authoring a version of the bill in the Senate, along with Senator Mady Reiter. We are proud to be able to honor Officer Silvera's memory in this way. FINANCE DEPARTMENT Our finance department is always looking for ways to save costs. Just one example is the refinancing of bonds in 2005, which saved the city $123,000. And for the 10th year in a row, it has received national recognition for its financial management by being awarded the Certificate of Achievement for Excellence in Financial Reporting by the Government Finance Officer's Association. PARKS DEPARTMENT Our parks division of our public services department installed the Birch Street trail in 2005, a major link from Blackduck Drive to Pheasant Hills Drive. The dedicated staff is consistently renovating and replacing parks equipment, planting and replacing trees and seeding, sodding, and mulching our public areas to keep this city green. 8 Our recreation division started on -line registration for recreation programs, processed 3,545 registrations, and held all the many regular and special events that become increasingly popular with each passing year —from the Family Turkey Shoot to tennis programs to summer playground activities. PUBLIC WORKS Our public works division patches our streets, replaces public signage, trims and removes trees. Our utilities division keeps our sewer and water systems operational and safe. They adopted Part 2 of the city's Wellhead Protection Plan and a Vulnerability Assessment Plan in 2005. BUILDING SERVICES Our building services in 2005 issued a total of 1,364 building permits for new construction and improvements valued at almost $54 million. Of these permits, 196 were for new construction of single family residences and townhomes, valued at almost $38 million. Commercial and industrial new construction and additions totaled over $6 million. CONCLUSION I want to thank the members of the city council and our excellent staff who, year after year, work so hard to make Lino Lakes a better place to live. I particularly want to thank our residents who took the time to participate in the recent survey, for your interest and attention to this community, and for your support. 9 AGENDA ITEM 1A • EXPENDITURES APRIL 24, 2006 • • Date: 04/06/2006 Time: 13:38:58 City of Lino Lakes FM Entry - Invoice Journal Ranges: • Vendor #: (A) Invoice #: (A) Entry Journal #: (R) 5338 - 5338 Trans #: (A) Line #: (A) Due Date: (A) Bank #: (A) Operator: JAL Page: 1 Options: Detail / Summary: S Invoice Status: A # of copies: 1 Sort: N Check Over Expend: N Vendor # Name # of items Net Gross Discount Lost Discount 000134 BOLDT, ROBERT 1 39.70 39.70 .00 .00 000256 DEEP ROCK WATER COMPANY 1 34.25 34.25 .00 .00 000286 HALVERSON, ADAM 1 23.03 23.03 .00 .00 000329 ROLEK, ALAN 1 448.64 448.64 .00 .00 000408 AFSCME COUNCIL #5 1 798.58 798.58 .00 .00 000468 RELIASTAR LIFE INSURANCE COMPANY 1 1,355.13 1,355.13 .00 .00 000833 BROCK WHITE, INC. 1 2,201.51 2,201.51 .00 .00 000879 PREFERRED ONE COMMUNITY HEALTH PLAN 1 38,940.10 38,940.10 .00 .00 001101 CENTENNIAL LAKES POLICE DEPARTMENT 1 1,800.00 1,800.00 .00 .00 001300 DEWOLFE, THOMAS 1 55.00 55.00 .00 .00 001301 DELTA DENTAL PLAN OF MINNESOTA 1 4,572.15 4,572.15 .00 .00 Ilk ASSURANT EMPOLYEE BENEFITS 1 931.13 931.13 .00 .00 001859 HOME DEPOT CREDIT SERVICES 1 289.02 289.02 .00 .00 002208 LAW ENFORCEMENT LABOR SERVICES, INC. 1 777.00 777.00 .00 .00 002694 AMERICAN MESSAGING 1 26.82 26.82 .00 .00 002931 MN CHILD SUPPORT PAYMENT CENTER 1 246.42 246.42 .00 .00 003260 STANSBERRY, KAY 1 43.99 43.99 .00 .00 900516 CENTENNIAL EDUCATION FOUNDATION /CAEF 1 60.00 60.00 .00 .00 Grand Totals: 18 52,642.47 52,642.47 .00 .00* Date: 04/14/2006 Time: 10:39:03 City of Lino Lakes FM Entry - Invoice Journal Ranges: • Vendor #: (A) Invoice #: (A) Entry Journal #: (r) 5350 5350 Trans #: (A) Line #: (A) Due Date: (A) Bank #: (A) Options: Detail / Summary: s Sort: N Check Over Expend: N Operator: JAL Page: 1 Invoice Status: A # of copies: 1 Vendor # Name Discount # of items Net Gross Discount Lost 000008 CEDAR CREEK AUTOMOTIVE, INC. 1 730.16 730.16 .00 .00 000009 DULUTH POLICE CANINE 1 100.00 100.00 .00 .00 000013 ANOKA, CITY OF POLICE DEPARTMENT 1 315.00 315.00 .00 .00 000014 HUNTS INC. 1 144.00 144.00 .00 .00 000019 NEOPOST, INC. 1 8,571.44 8,571.44 .00 .00 000022 NORTHERN WATER WORKS SUPPLY 1 235.59 235.59 .00 .00 000029 TRINITY WORKPLACE LEARNING 1 597.00 597.00 .00 .00 000030 ZIEGLER, INC. 1 1,773.23 1,773.23 .00 .00 000041 K.G. DEVELOPMENT, INC. 1 5,482.38 5,482.38 .00 .00 000042 PRO PRODUCTS, LLC 1 137.94 137.94 .00 .00 000048 WOMEN IN LEISURE SERVICES /WILS 1 25.00 25.00 .00 .00 111107 PREMIUM WATERS, INC. 1 38.61 38.61 .00 .00 000093 ACE SOLID WASTE, INC. 1 364.88 364.88 .00 .00 000095 ADVANCED GRAPHIX, INC. 1 292.88 292.88 .00 .00 000100 AID ELECTRIC SERVICE, INC. 2 389.91 389.91 .00 .00 000116 SOTA SPECIAL OPERATIONS TRAINING ASSOC 1 330.00 330.00 .00 .00 000162 BARNA, GUZY & STEFFEN, LTD. 1 47.70 47.70 .00 .00 000191 MACQUEEN EQUIPMENT, INC. 3 1,088.87 1,088.87 .00 .00 000203 WINGFOOT COMMERCIAL TIRE SYSTEMS, LLC 1 2,440.67 2,440.67 .00 .00 000225 WHITE BEAR LOCKSMITH, INC. 1 79.88 79.88 .00 .00 000248 DEPARTMENT OF LABOR /INDUSTRY 2 70.00 70.00 .00 .00 000254 SOFTWARE HOUSE INTERNATIONAL, INC. 1 528.25 528.25 .00 .00 • Date: 04/14/2006 Time: 10:39:03 City of Lino Lakes Operator: JAL Page: 2 FM Entry - Invoice Journal Vendor # Name Discount # of items Net Gross Discount Lost 11100 GOPHER SIGN COMPANY 1 972.35 972.35 .00 .00 000303 INSTRUMENTAL RESEARCH, INC. 1 142.50 142.50 .00 .00 000318 AMERIPRIDE LINEN /APPAREL SERVICES, INC. 1 165.02 165.02 .00 .00 000347 MULTICARE ASSOCIATES 1 150.00 150.00 .00 .00 000541 ASPEN MILLS, INC. 4 1,236.67 1,236.67 .00 .00 000620 BEACON ATHLETICS, INC. 1 790.00 790.00 .00 .00 000685 BILL'S GUN SHOP /RANGE -BJAM, INC. 1 101.18 101.18 .00 .00 000724 BLUE TOW SERVICE, INC. 3 336.83 336.83 .00 .00 000726 TREASURY DIVISION, FINANCE 1 470.36 470.36 .00 .00 000770 BOYER TRUCKS, INC. 1 201.39 201.39 .00 .00 000772 FILTRATION SYSTEMS, INC. 1 244.57 244.57 .00 .00 000900 O'REILLY AUTOMOTIVE, INC. 1 145.99 145.99 .00 .00 000930 WILLIAM G. HAWKINS & ASSOCIATES 1 13,904.30 13,904.30 .00 .00 000946 C. P. OFFICE PRODUCTS 5 878.73 878.73 .00 .00 000970 VERIZON WIRELESS 1 57.28 57.28 .00 .00 001000 CATCO PARTS, INC. 2 169.76 169.76 .00 .00 CENTENNIAL FIRE DISTRICT 1 120,381.50 120,381.50 .00 .00 001187 CONNEXUS ENERGY 1 2,670.07 2,670.07 .00 .00 001260 ACCLAIM BENEFITS 1 154.50 154.50 .00 .00 001267 FAST BREAK CORNER MARKET, INC. 2 23.95 23.95 .00 .00 001270 DALCO, INC. 3 226.43 226.43 .00 .00 001292 DEHN OIL COMPANY, INC. 1 4,788.16 4,788.16 .00 .00 001480 HAWKINS INC. 1 5.00 5.00 .00 .00 001530 FOREST LAKE FORD, INC. 1 137.28 137.28 .00 .00 001560 FRATTALLONE'S HARDWARE, INC. 1 81.03 81.03 .00 .00 001621 GREG LARSON SPORTS - GLS, INC. 1 586.40 586.40 .00 .00 001680 ONE CALL CONCEPTS, INC. 1 147.90 147.90 .00 .00 • Date: 04/14/2006 Time: 10:39:04 City of Lino Lakes FM Entry - Invoice Journal Operator: JAL Page: 3 # Name # of items Net Gross Discount Lost Discount 001880 HUGO FEED MILL & ELEVATOR, INC. 1 24.52 24.52 .00 .00 002178 WILSON DEVELOPMENT SERVICES 1 1,128.27 1,128.27 .00 .00 002248 LARSON ALLEN WEISHAIR & CO., LLP 1 6,500.00 6,500.00 .00 .00 002340 IMAGE PRINTING & GRAPHICS, INC. 1 59.90 59.90 .00 .00 002373 OLSEN, ROGER E. 1 200.00 200.00 .00 .00 002522 DALCO ROOFING /SHEET METAL, INC. 1 412.00 412.00 .00 .00 002570 METRO COUNCIL WASTEWATER SERVICES 2 52,435.20 52,435.20 .00 .00 002584 METRO SALES INCORPORATED 1 830.33 830.33 .00 .00 002650 MIDWEST RADAR & EQUIPMENT, INC. 1 350.00 350.00 .00 .00 002700 CENTERPOINT /MINNEGASCO, INC. 1 3,750.43 3,750.43 .00 .00 002760 MN. DEPT OF HEALTH 1 5,:083.00 5,083.00 .00 .00 002836 MINNESOTA STATE TREASURER 1 3,481.82 3,481.82 .00 .00 002849 MINNESOTA PETROLEUM SERVICE, INC. 2 220.10 220.10 .00 .00 003123 NATURE CALLS, INC. 1 64.65 64.65 .00 .00 003180 NEWMAN TRAFFIC SIGNS, INC. 1 240.11 240.11 .00 .00 003220 FACTORY MOTOR PARTS COMPANY, INC. 1 538.67 ilk 538.67 .00 .00 XCEL ENERGY 1 3,613.73 3,613.73 .00 .00 003478 PECCHIA, DAVID CHIEF 1 360.00 360.00 .00 .00 003600 PRESS PUBLICATIONS, INC. 3 221.65 221.65 .00 .00 003624 ENCOMM MIDWEST, INC. 1 49,792.26 49,792.26 .00 .00 003880 SHORT - ELLIOTT - HENDRICKSON, INC. 2 35,160.51 35,160.51 .00 .00 003990 SHOREVIEW, CITY OF 1 2,399.69 2,399.69 .00 .00 004009 PEAK STAFFING, INC. 1 785.85 785.85 .00 .00 004030 SMITH MICRO TECHNOLOGIES, INC. 1 1,778.56 1,778.56 .00 .00 004070 REED BUSINESS INFORMATION 5 949.76 949.76 .00 .00 004125 ST. PAUL CITY OF 1 71.84 71.84 .00 .00 004150 STAR TRIBUNE, INC. 1 569.20 569.20 .00 .00 • Date: 04/14/2006 Time: 10:39:04 City of Lino Lakes Operator: JAL Page: 4 FM Entry - Invoice Journal 1110 # Name Discount # of items Net Gross Discount Lost 004240 STREICHER'S, INC. 5 503.16 503.16 .00 .00 004350 T.K.D.A. 5 49,395.90 49,395.90 .00 .00 004370 TR COMPUTER SALES, LLC 1 625.00 625.00 .00 .00 004410 THANE HAWKINS POLAR CHEVROLET, INC. 1 19,179.55 19,179.55 .00 .00 004427 TIMESAVER OFF -SITE SECRETARIAL, INC 2 516.00 516.00 .00 .00 004530 TURF SUPPLIES, INC. 1 143.78 143.78 .00 .00 004560 U S BANK 1 5,104.05 5,104.05 .00 .00 004590 UNIFORMS UNLIMITED, INC. 2 130.42 130.42 .00 .00 004604 MINNESOTA DEPARTMENT OF PUBLIC SAFETY 1 390.00 390.00 .00 .00 004840 WINNICK SUPPLY, INC. 2 510.03 510.03 .00 .00 005010 FOSTER APPRAISALS, INC. 1 6,825.00 6,825.00 .00 .00 005026 ANOKA COUNTY ATTORNEY'S OFFICE 1 940.72 940.72 .00 .00 900357 TRI -STATE BOBCAT, INC. 4 45,885.53 45,885.53 .00 .00 900422 ELK RIVER FORD 3 62,565.00 62,565.00 .00 .00 900491 ROSEVILLE, CITY OF 1 1,666.67 1,666.67 .00 .00 900517 APMP OF MINNESOTA 1 20.00 20.00 .00 .00 111103 OLSON SEWER SERVICE, INC. 1 265.35 265.35 .00 .00 900524 BURGER, LUANN 1 1,297.79 1,297.79 .00 .00 900547 BETTENDORF, LORA 1 30.00 30.00 .00 .00 900578 BUDGET BLINDS 1 570.52 570.52 .00 .00 Grand Totals: 138 540,539.06 540,539.06 .00 .00* • Date: 04/14/2006 Time: 10:48:23 Operator: JAL Ses: Options: Check # 76389 0 0 0 0 76395 76397 0 0 76401 0 0 76402 0 76403 fal 0 05 0 0 0 0 • Page: 1 City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills Fund: Dept Id: Program: Vendor #: Invoice #: Schedule Journal #: Bank #: Cash #: Payroll Check Dates: (A) (A) (A) (A) (A) (r) 5340 5351 (A) (A) (A) Print: D Report Format: 1 # of copies: 1 Total By Account: Y Vendor Alpha Name Sort: D Print Ranges /Options: Y Process Payroll: N Page on Sort: N Description Dept Amount AFSCME COUNCIL #5 PAYROLL WITHHOLDING ANOKA COUNTY ATTORNEY' ADMINISTRATIVE FORFEI TUR BETTENDORF, LORA REIMBURSE PROGRAM REC BLUE TOW SERVICE, INC. TOW CHEV PICKUP CEDAR CREEK AUTOMOTIVE GASKETS /FILTER KIT /CLEAN CENTENNIAL LAKES POLIC REIMBURSE EAGLE BROOK DELTA DENTAL PLAN OF M DENTAL INSURANCE DULUTH POLICE CANINE CERTIFICATION /CASEY J K.G. DEVELOPMENT, INC. REIMBURSE ROYAL PINES LAW ENFORCEMENT LABOR PAYROLL WITHHOLDING METRO COUNCIL WASTEWAT MARCH SAC MINNESOTA STATE TREASU 1ST QUARTER SURCHARGE MN CHILD SUPPORT PAYME PAY. WITHH. /TERRY MECKLE MN. DEPT OF HEALTH 1ST QUARTER WATER FEE PREFERRED ONE COMMUNIT MEDICAL INSURANCE PRESS PUBLICATIONS, IN ADVERTISING /PUBLIC HEARI RELIASTAR LIFE SHOREVIEW, T.K.D.A. TREASURY DIVISION, WILLIAM G. HAWKINS CH ES INSURAN LIFE INSURANCE QUARTERLY UTILITY BILLIN PINE GLEN /FEBRUARY FIN ADMINISTRATIVE FORFEITUR & A MUNICIPAL ATTORNEY /APRIL Total for Dept ** CITY OF O LARSON ALLEN WEISHAIR PROGRESS BILLING Total for Dept 200 O U S BANK RECYCLING RECEPTACLE Total for Dept 202 0 U S BANK RECYCLING RECEPTACLE Total for Dept 205 O BURGER, LUANN DANCE CLASSES O GREG LARSON SPORTS - G BATS /BALLS /COVERS O U S BANK RECYCLING RECEPTACLE Total for Dept 207 * * * * * * ** 798.58 * * * * * * ** 940.72 * * * * * * ** 30.00 * * * * * * ** 226.33 * * * * * * ** 730.16 * * * * * * ** 1,800.00 * * * * * * ** 2,714.14 * * * * * * ** 100.00 * * * * * * ** 5,482.38 * * * * * * ** 777.00 * * * * * * ** 7,672.50 * * * * * * ** 3,481.82 * * * * * * ** 246.42 * * * * * * ** 5,083.00 * * * * * * ** 8,852.30 * * * * * * ** 21.45 * * * * * * ** 1,012.42 * * * * * * ** 9.10 * * * * * * ** 21,657.94 * * * * * * ** 470.36 * * * * * * ** 339.00 62,445.62* PROGRAM 130.00 130.00* ADULT SP 100.00 SPECIAL 1,549.35 1,549.35* 100.00* YOUTH IN 1,297.79 YOUTH IN 586.40 YOUTH IN 46.16 1,930.35* Date: 04/14/2006 Time 10:48:23 Operator: JAL III k # Vendor Alpha Name Description Dept Amount Page: 2 City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills O TIMESAVER OFF -SITE SEC APR 3 MAYOR /CO 516.00 Total for Dept 401 516.00* O ACCLAIM BENEFITS FLEXIBLE SPENDING ADMINI ADMINIST 154.50 0 APMP OF MINNESOTA MEMBERSHIP /DAN T ADMINIST 20.00 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY ADMINIST 77.17 0 BARNA, GUZY & STEFFEN, TELEPHONE CONFERENCE ADMINIST 47.70 76397 DELTA DENTAL PLAN OF M DENTAL INSURANCE ADMINIST 306.81 0 PEAK STAFFING, INC. TEMPORARY STAFF ADMINIST 785.85 76403 PREFERRED ONE COMMUNIT MEDICAL INSURANCE ADMINIST 1,562.38 0 PREMIUM WATERS, INC. MONTHLY SERVICE /MARCH ADMINIST 38.61 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE ADMINIST 14.25 0 STAR TRIBUNE, INC. ADVERTISING /MAINTENANCE ADMINIST 569.20 0 U S BANK RECYCLING RECEPTACLE ADMINIST 326.87 Total for Dept 402 3,903.34* 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY SENIORS 4.81 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE SENIORS 4.75 Total for Dept 406 9.56* 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY FINANCE 50.41 76397 DELTA DENTAL PLAN OF M DENTAL INSURANCE FINANCE 107.30 0 LARSON ALLEN WEISHAIR PROGRESS BILLING FINANCE 2,730.00 76403 PREFERRED ONE COMMUNIT MEDICAL INSURANCE FINANCE 770.09 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE FINANCE 14.97 76406 ROLEX, ALAN REIMBURSE MILEAGE /MEALS/ FINANCE 448.64 0 ROSEVILLE, CITY OF APRIL JOINT POWERS AGREE FINANCE 1,666.67 Total for Dept 407 5,788.08* • 0 WILLIAM G. HAWKINS & A MUNICIPAL ATTORNEY /APRIL LEGAL CO 13,305.30 Total for Dept 414 13,305.30* 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY ECONOMIC 14.34 76397 DELTA DENTAL PLAN OF M DENTAL INSURANCE ECONOMIC 30.65 76403 PREFERRED ONE COMMUNIT MEDICAL INSURANCE ECONOMIC 352.18 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE ECONOMIC 4.75 Total for Dept 415 401.92* 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY PLANNING 27.68 76397 DELTA DENTAL PLAN OF M DENTAL INSURANCE PLANNING 61.30 76403 PREFERRED ONE COMMUNIT MEDICAL INSURANCE PLANNING 704.36 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE PLANNING 9.50 0 SHORT - ELLIOTT- HENDRICK GIS SERVICES /MARCH PLANNING 2,100.50 Total for Dept 416 2,903.34* O T.K.D.A. GENERAL ENGINEERING /FEBR ENGINEER 12,879.98 Total for Dept 417 12,879.98* 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY 76397 DELTA DENTAL PLAN OF M DENTAL INSURANCE COMM DEV COMM DEV 30.69 61.30 Date: 04/14/2006 Time 10:48:23 411t Operator: JAL Page: 3 City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills Vendor Alpha Name Description Dept Amount 76403 PREFERRED ONE COMMUNIT MEDICAL INSURANCE 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE 0 U S BANK RECYCLING RECEPTACLE Total for Dept 418 0 0 0 76391 0 0 0 76394 0 76397 0 0 76399 0 0 0 0 0 0 76403 76405 0 0 0 0 0 0 • AID ELECTRIC SERVICE, ANOKA, CITY OF POLICE ASPEN MILLS, INC. ASSURANT EMPOLYEE BENE BILL'S GUN SHOP /RANGE- BLUE TOW SERVICE, INC. C. P. OFFICE PRODUCTS CENTENNIAL EDUCATION F CONNEXUS ENERGY DELTA DENTAL PLAN OF M ELK RIVER FORD FAST BREAK CORNER MARK HALVERSON, ADAM HUNTS INC. METRO SALES INCORPORAT MIDWEST RADAR & EQUIPM MINNESOTA DEPARTMENT 0 MULTICARE ASSOCIATES PECCHIA, DAVID CHIEF PREFERRED ONE COMMUNIT RELIASTAR LIFE INSURAN SOTA SPECIAL OPERATION STREICHER'S, INC. TRINITY WORKPLACE LEAR U S BANK UNIFORMS UNLIMITED, IN VERIZON WIRELESS CHECK MAIL BREAKER /SWITC GAMMA SHOOT UNIFORM SUPPLIES LONG TERM DISABILITY TARGETS TOW '94 BUICK REGAL PAPER /ENVELOPES /PEN BREAKFAST MEETING /6 MONTHLY SERVICE /MARCH DENTAL INSURANCE '06 FORD CROWN VICTORIA CAR WASHES REIMBURSE A MEAL LASER COPIER MAINTENANCE PARTS CONNECT CHARGES /MARCH VACCINE RIEMEURSE TRAINING REGIS MEDICAL INSURANCE LIFE INSURANCE REGISTRATION /STEVE W UNIFORM SUPPLIES SEMINAR RECYCLING RECEPTACLE UNIFORM SUPPLIES MONTHLY SERVICE /MARCH Total for Dept 420 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY 0 CENTENNIAL FIRE DISTRI QUARTERLY BUDGET 76397 DELTA DENTAL PLAN OF M DENTAL INSURANCE 76403 PREFERRED ONE COMMUNIT MEDICAL INSURANCE 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE Total for Dept 421 76391 76397 0 76403 76405 0 ASSURANT EMPOLYEE BENE DELTA DENTAL PLAN OF M DEPARTMENT OF LABOR /IN PREFERRED ONE COMMUNIT RELIASTAR LIFE INSURAN TR COMPUTER SALES, LLC 76390 AMERICAN MESSAGING • LONG TERM DISABILITY DENTAL INSURANCE REGISTRATION /PETE K MEDICAL INSURANCE LIFE INSURANCE TRAINING /PERMITWORKS Total for Dept 422 COMM DEV 660.28 COMM DEV 9.50 COMM DEV 140.00 901.77* POLICE 134.97 POLICE 315.00 POLICE 1,236.67 POLICE 344.82 POLICE 101.18 POLICE 110.50 POLICE 158.53 POLICE 60.00 POLICE 21.31 POLICE 342.57 POLICE 62,565.00 POLICE 23.95 POLICE 23.03 POLICE 144.00 POLICE 830.33 POLICE 350.00 POLICE 390.00 POLICE 150.00 POLICE 360.00 POLICE 13,398.36 POLICE 137.75 POLICE 330.00 POLICE 503.16 POLICE 597.00 POLICE 1,720.57 POLICE 130.42 POLICE 57.28 84,536.40* FIRE 41.55 FIRE 120,381.50 FIRE 89.83 FIRE 1,802.06 FIRE 14.25 122,329.19* BUILDING 49.25 BUILDING 183.92 BUILDING 70.00 •BUILDING 2,971.10 BUILDING 16.62 BUILDING 625.00 3,915.89* MONTHLY SERVICE /MARCH STREETS 8.94 Date: 04/14/2006 Time: 10:48:23 Operator: JAL Page: 4 City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills Vendor Alpha Name Description Dept Amount 76391 ASSURANT EMPOLYEE GENE 76392 BOLDT, ROBERT O CONNEXUS ENERGY 76397 DELTA DENTAL PLAN OF M 0 GOPHER SIGN COMPANY 0 NEWMAN TRAFFIC SIGNS, 76403 PREFERRED ONE COMMUNIT 76405 RELIASTAR LIFE INSURAN O ST. PAUL CITY OF O WINGFOOT COMMERCIAL TI O ADVANCED GRAPHIX, INC. 76391 ASSURANT EMPOLYEE BENE O BOYER TRUCKS, INC. O CATCO PARTS, INC. O DEHN OIL COMPANY, INC. 76397 DELTA DENTAL PLAN OF M 76398 DEWOLFE, THOMAS O FACTORY MOTOR PARTS CO O FOREST LAKE FORD, INC. O FRATTALLONE'S HARDWARE O HUGO FEED MILL & ELEVA O MACQUEEN EQUIPMENT, IN O MINNESOTA PETROLEUM SE O O'REILLY AUTOMOTIVE, I 76403 PREFERRED ONE COMMUNIT 76405 RELIASTAR LIFE INSURAN O THANE HAWKINS POLAR CH 0 TRI -STATE BOBCAT, INC. O WHITE BEAR LOCKSMITH, O ZIEGLER, INC. LONG TERM DISABILITY REIMBURSE CLOTHING ALLOW MONTHLY SERVICE /MARCH DENTAL INSURANCE CHANNEL POST FILM /SIGNS MEDICAL INSURANCE LIFE INSURANCE ASPHALT MIX TIRES Total for Dept 430 GRAPHICS LONG TERM DISABILITY KIT VALVE KIT GASOHOL DENTAL INSURANCE REIMBURSE LICENSE TAB BATTERY HUB ASSEMBLY WRENCH /BUSHING /HOLDER SWITCH KEY SAFETY ELEMENT /PLUG /CLAM TANK CERTIFICATION FILTER /BRUSH /PLUG /HARNES MEDICAL INSURANCE LIFE INSURANCE '06 CHEV PICKUP BOBCAT V -BLADE KEYS CUT UTILITY GENERATOR Total for Dept 431 STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS FLEET FLEET FLEET FLEET FLEET FLEET PU FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET O ACE SOLID WASTE, INC. O AMERIPRIDE LINEN /APPAR 76391 ASSURANT EMPOLYEE BENE O BUDGET BLINDS O C. P. OFFICE PRODUCTS O CENTERPOINT /MINNEGASCO O CONNEXUS ENERGY 0 DALCO ROOFING /SHEET ME O DALCO, INC. 76396 DEEP ROCK WATER COMPAN 76397 DELTA DENTAL PLAN OF M O FILTRATION SYSTEMS, IN 0 FRATTALLONE'S HARDWARE 76400 HOME DEPOT CREDIT SERV O IMAGE PRINTING & GRAPH 0 OLSEN, ROGER E. • MONTHLY SERVICE /APRIL MAT RENTAL LONG TERM DISABILITY BLINDS TAPE MONTHLY SERVICE /MARCH MONTHLY SERVICE /MARCH ROOF INSPECTION GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME CLEANER /BAGS /SIGN /MOPPIN GOVERNME MONTHLY SERVICE /MARCH GOVERNME DENTAL INSURANCE GOVERNME FILTERS GOVERNME WRENCH /BUSHING /HOLDER GOVERNME WIRE /GOOP /COVER /CONDUIT GOVERNME DOG LICENSE FORMS GOVERNME SERVICE SHOP BELL GOVERNME 79.61 39.70 805.79 179.31 972.35 240.11 1,949.89 34.90 71.84 2,440.67 6,823.11* 292.88 14.87 201.39 169.76 4,788.16 35.25 55.00 538.67 137.28 14.26 24.52 1,088.87 220.10 145.99 646.63 5.46 19,179.55 45,885.53 79.88 1,773.23 75,297.48* 364.88 165.02 11.47 570.52 720.20 2,365.41 864.91 412.00 226.43 34.25 30.65 244.57 8.28 159.66 59.90 200.00 Date: 04/14/2006 Time: 10:48:23 Operator: JAL 76403 76405 76407 0 0 76391 0 0 0 76397 76400 0 76403 76405 0 0 0 Page: 5 City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills Vendor Alpha Name Description Dept Amount PREFERRED ONE COMMUNIT MEDICAL INSURANCE RELIASTAR LIFE INSURAN LIFE INSURANCE GOVERNME GOVERNME STANSBERRY, KAY REIMBURSE CLOTHING ALLOW GOVERNME U S BANK RECYCLING RECEPTACLE GOVERNME XCEL ENERGY MONTHLY SERVICE /MARCH GOVERNME Total for Dept 432 ASSURANT EMPOLYEE BENE BEACON ATHLETICS, INC. CENTERPOINT /MINNEGASCO CONNEXUS ENERGY DELTA DENTAL PLAN OF M HOME DEPOT CREDIT SERV NATURE CALLS, INC. PREFERRED ONE COMMUNIT RELIASTAR LIFE INSURAN TURF SUPPLIES, INC. U S BANK WINNICK SUPPLY, INC. LONG TERM DISABILITY SPARKLE MONTHLY SERVICE /MARCH MONTHLY SERVICE /MARCH DENTAL INSURANCE WIRE /GOOP /COVER /CONDUIT PORTABLE RESTROOM RENTAL MEDICAL INSURANCE LIFE INSURANCE RYE SEED RECYCLING RECEPTACLE TUBE /STEEL FLAT /RANDOM /F Total for Dept 450 76391 ASSURANT EMPOLYEE BENS LONG TERM DISABILITY 76397 DELTA DENTAL PLAN OF M DENTAL INSURANCE 76403 PREFERRED ONE COMMUNIT MEDICAL INSURANCE 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE 0 WOMEN IN LEISURE SERVI REGISTRATION /LIZ B Total for Dept 451 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY 397 DELTA DENTAL PLAN OF M DENTAL INSURANCE 03 PREFERRED ONE COMMUNIT MEDICAL INSURANCE 6405 RELIASTAR LIFE INSURAN LIFE INSURANCE Total for Dept 461 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY 76397 DELTA DENTAL PLAN OF M DENTAL INSURANCE 76403 PREFERRED ONE COMMUNIT MEDICAL INSURANCE 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE Total for Dept 462 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY 76397 DELTA DENTAL PLAN OF M DENTAL INSURANCE 76403 PREFERRED ONE COMMUNIT MEDICAL INSURANCE 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE Total for Dept 463 76390 AMERICAN MESSAGING MONTHLY SERVICE /MARCH 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY 0 CENTERPOINT /MINNEGASCO MONTHLY SERVICE /MARCH 0 CONNEXUS ENERGY MONTHLY SERVICE /MARCH • PARKS PARKS PARKS PARKS PARKS PARKS PARKS PARKS PARKS PARKS PARKS PARKS RECREATI RECREATI RECREATI RECREATI RECREATI ENVIRONM ENVIRONM ENVIRONM ENVIRONM SOLID WA SOLID WA SOLID WA SOLID WA FORESTRY FORESTRY FORESTRY FORESTRY WATER WATER WATER WATER 352.18 4.75 43.99 562.37 3,365.16 10,766.60* 73.29 790.00 117.66 42.60 137.94 129.36 64.65 891.00 26.13 143.78 70.00 400.76 2,887.17* 36.20 98.08 1,131.26 15.20 25.00 1,305.74* 11.17 10.72 196.02 4.04 221.95* 4.55 9.20 201.96 1.43 217.14* 5.31 10.73 196.02 1.66 213.72* 13.41 26.96 1,267.36 624.74 Date: 04/14/2006 Time: 10:48:23 Operator: JAL •k # Vendor Alpha Name Description Dept Amount Page: 6 City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills 76397 DELTA DENTAL PLAN OF M DENTAL INSURANCE WATER 96.55 0 HAWKINS INC. CONTAINER DEMURRAGE WATER 5.00 0 INSTRUMENTAL RESEARCH, WATER SAMPLES WATER 142.50 0 LARSON ALLEN WEISHAIR PROGRESS BILLING WATER 845.00 0 NEOPOST, INC. FOLDER INSERT WATER 4,285.72 0 ONE CALL CONCEPTS, INC MONTHLY SERVICE /MARCH WATER 73.95 76403 PREFERRED ONE COMMUNIT MEDICAL INSURANCE WATER 1,327.01 0 PRO PRODUCTS, LLC RED B GONE WATER 137.94 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE WATER 11.42 0 SHOREVIEW, CITY OF QUARTERLY UTILITY BILLIN WATER 1,623.25 0 SMITH MICRO TECHNOLOGI HP LASERJET WATER 889.28 0 U S BANK RECYCLING RECEPTACLE WATER 193.89 0 WINNICK SUPPLY, INC. VALVE WATER 109.27 Total for Dept 494 11,673.25* 0 AID ELECTRIC SERVICE, SERVICE LIFT STATION SEWER 254.94 76390 AMERICAN MESSAGING MONTHLY SERVICE /MARCH SEWER 4.47 76391 ASSURANT EMPOLYEE BENE LONG TERM DISABILITY SEWER 26.98 0 CONNEXUS ENERGY MONTHLY SERVICE /MARCH SEWER 310.72 76397 DELTA DENTAL PLAN OF M DENTAL INSURANCE SEWER 65.90 0 FRATTALLONE'S HARDWARE WRENCH /BUSHING /HOLDER SEWER 58.49 0 LARSON ALLEN WEISHAIR PROGRESS BILLING SEWER 845.00 0 METRO COUNCIL WASTEWAT MAY SEWER SEWER 44,762.70 0 NEOPOST, INC. FOLDER INSERT SEWER 4,285.72 0 NORTHERN WATER WORKS S HOOK /WRENCH /TAPE /MEASURE SEWER 235.59 0 OLSON SEWER SERVICE, I WATER JETTER /7132 WHIPPO SEWER 265.35 0 ONE CALL CONCEPTS, INC MONTHLY SERVICE /MARCH SEWER 73.95 76403 PREFERRED ONE COMMUNIT MEDICAL INSURANCE SEWER 974.82 76405 RELIASTAR LIFE INSURAN LIFE INSURANCE SEWER 11.38 •0 SHOREVIEW, CITY OF QUARTERLY UTILITY BILLIN SEWER 767.34 0 SMITH MICRO TECHNOLOGI HP LASERJET SEWER 889.28 0 U S BANK RECYCLING RECEPTACLE SEWER 394.84 0 XCEL ENERGY MONTHLY SERVICE /MARCH SEWER 248.57 Total for Dept 495 54,476.04* 76393 BROCK WHITE, INC. ROADSAVER OTHER 2,201.51 0 ENCOMM MIDWEST, INC. CONTRACTOR /WELL #5 OTHER 49,792.26 0 FOSTER APPRAISALS, INC APPRAISALS CSAH 23 OTHER 6,825.00 0 LARSON ALLEN WEISHAIR PROGRESS BILLING OTHER 1,950.00 0 PRESS PUBLICATIONS, IN ADVERTISING BITUMINOUS B OTHER 200.20 0 REED BUSINESS INFORMAT ADVERTISING /'06 OVERLAY OTHER 949.76 0 SHORT - ELLIOTT- HENDRICK 135W /CSAH 23 OTHER 33,060.01 0 SOFTWARE HOUSE INTERNA FINANCE SERVER OTHER 528.25 0 T.K.D.A. GENERAL ENGINEERING /FEBR OTHER 14,857.98 0 WILLIAM G. HAWKINS & A MUNICIPAL ATTORNEY /APRIL OTHER 260.00 0 WILSON DEVELOPMENT SER ACQUISITION /RELOCATION S OTHER 1,128.27 Total for Dept 499 111,753.24* Grand Total 593,181.53* • • • • Centennial Fire District Check Register 4/19/2006 The disbursements listed below are submitted by the Centennial Fire District for your approval: DATE CHECK# NAME 4/14/2006 15132 4/14/2006 15133 4/14/2006 15134 4/14/2006 15135 4/14/2006 15136 4/14/2006 15137 4/14/2006 15138 4/14/2006 15139 4/14/2006 15140 4/14/2006 15141 4/14/2006 15142 4/14/2006 15143 4/1412006 15144 4/14/2006 15145 4/14/2006 15146 4/14/2006 15147 4/14/2006 15148 4/14/2006 15149 4/14/2006 15150 4/14/2006 15151 4/14/2006 15152 4/14/2006 15153 4/14/2006 15154 4/14/2006 15155 4/14/2006 15156 4/14/2006 15157 4/14/2006 15158 4/14/2006 15159 4/14/2006 15160 4/14/2006 15161 4/14/2006 15162 4/14/2006 15163 4/14/2006 15164 4/14/2006 15165 4/14/2006 15166 4/14/2006 15167 4/14/2006 15168 4/14/2006 15169 4/14/2006 15170 4/14/2006 15171 4/14/2006 15172 4/14/2006 15173 4/14/2006 15174 4/14/2006 15175 4/14/2006 15176 Loffler Business Systems McLeod USA Metro Fire Mike T. Peterson Milo Bennett Nextel Qwest Randy D. Lauderbaugh Sam's Club Verizon Wireless Viking Office Products Volunteer Firefighter's Benefit Assn. Xcel Energy Aspen Mills Centennial Firefighters Relief Assn. Center Mart City of Lino Lakes Comcast Comfort Plus Heating David Bruder Emergency Apparatus Maintenance Frattallone's Hardware Janet Haapoja Jeff Amacher Kelly Demarest Aspen Mills Blake Rivard Cregg Plochocki Donald Larson Edward Ciriacy Gaylord Pittman Howard Zumberge James Esier Katherine Voght Kattaria Mohammed Leonard Ayde Michael Nelson Michael Schwarz Paul Tallee Peters Downs Randy Gestson Steven Hanson Theodore Donohoo Thomas Majewski Timothy Trounce ACCOUNT 42180 - Office Supplies Expense 42240 - Telephone 42130 - Equipment Expense 42220 - Travel, Conference, School 42180 - Office Supplies Expense 42240 - Telephone 42240 - Telephone 42220 - Travel, Conference, School 42180 - Office Supplies Expense 42240 - Telephone 42180 - Office Supplies Expense 42200 - Dues and Memberships 42254 - Station 2 - Electric 42120 - Uniforms Expense 43010 - Relief Association 42100 - Fuel and Lube 43030 - Common Area Charge 42240 - Telephone 42110 - Other Maintenance 42220 - Travel, Conference, School 42000 - Vehicle Maintenance 42110 - Other Maintenance 42110 - Other Maintenance 42220 - Travel, Conference, School 42220 - Travel, Conference, School 42120 - Uniforms Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense 46000 - Firewise Program Expense AMOUNT 71.41 355.96 1,786.27 94.92 21.29 288.04 214.45 228.33 33.87 34.33 155.49 364.00 585.24 353.82 7,060.00 183.75 4,944.25 190.00 493.23 160.73 306.47 76.62 19.30 93.80 389.44 122.36 516.38 136.19 221.31 209.96 425.59 226.98 272.38 584.48 192.93 272.38 141.86 192.93 701.94 158.89 875.30 278.05 204.28 221.31 192.93 24,653.44 • AGENDA ITEM 1B STAFF ORIGINATOR Al Rolek MEETING DATE April 24, 2006 TOPIC Accepting Donation from Centennial Firefighters Relief Assn. for Replacement of Defibrillators in Centennial Schools VOTE REQUIRED BACKGROUND Simple Majority The Centennial Fire District has made a commitment to the Centennial School District to replace defibrillators placed in schools with new defibrillators. The method of funding for this is to use charitable gambling proceeds from the Centennial Firefighters Relief Association. Because the Centennial Fire District is a joint powers entity, it has no statutory authority to fix its own budget. This function is performed by each entity participating in the joint powers agreement. Therefore, it cannot accept the charitable gambling proceeds directly (a memo from Fire Chief Bennett is attached). In the past, the charitable gambling proceeds have been donated to and accepted by the City of Lino Lakes, as a participant in the joint powers agreement, and a check in the same amount was issued to the Centennial Fire District for the purchase. In remaining consistent with past practice, staff's recommendation is to accept the donation of charitable gambling proceeds from the Centennial Firefighters Relief Association in the amount of $5,100 and authorize the issuance of a check in the amount of $5,100 to the Centennial Fire District for the purchase of replacement defibrillators for the Centennial School district. This transaction will have no net affect on the City's 2006 budget. OPTIONS 1. Accept the donation of charitable gambling proceeds from the Centennial Firefighters Relief Association in the amount of $5,100 and authorize the issuance of a check in the amount of $5,100 to the Centennial Fire District for the purchase of replacement defibrillators. 2. Refer to Staff for further review. 3. Decline the donation of charitable gambling proceeds. RECOMMENDATION Option 1 • • • Centennial Fire District 7741 Lake Drive Lino Lakes MN 55014 651- 784 -7472 April 5, 2006 Al Rolek City of Lino Lakes 640 Town Center Parkway Lino Lakes MN 55014 Dear Al, The $5,100 check from the Centennial Firefighters Relief Association is funds for the replacement of the defibrillators that are in the Centennial Schools. Because we purchased these defib unit through the Fire District the donation was made to the Fire District to cover the cost of the units. The Minnesota Gambling Control Board has told us in the past that we must run donations to the Fire District through one of the three cities that make up the Fire District. So this check should be received by the City of Lino Lakes and then a check written to the Centennial Fire District and the Fire District will purchase the defib units and give them to the Centennial School District. Sincerely Milo Bennett Fire Chief • • • STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: BACKGROUND: AGENDA ITEM Julie Bartell, City Clerk April 24, 2006 Consider Adoption of Resolution No. 06 -62, Authorizing a new Wine and Beer License with Sunday Sales, for Poblano's Mexican Restaurant, LLC, 730 Apollo Drive, #140 Simple Majority (3/5 Vote Required) An application has been submitted by Janine R. Salas, d /b /a Poblano's Mexican Restaurant LLC, for a new On -Sale Wine and 3.2 Beer license with Sunday Sales for the restaurant that is already in operation at 730 Apollo Drive. The application is complete, the related fees have been paid, including investigation fees, and insurance information has been provided to the City as required. The Lino Lakes Police Department has conducted a background investigation relative to this application and found no information on the principal applicants that would give a specific reason to deny the application. In accordance with the Lino Lakes Code of Ordinances, Section 701 relating to Liquor Licensing, this business requires City approval of wine and beer licenses and this business qualifies for issuance of these licenses. The applicant is aware that approval is subject to all the provisions and conditions of the laws of the city, state and federal government. OPTIONS: 1. Approve Resolution No. 06 -62 authorizing issuance of new On -Sale Wine and Beer license with Sunday sales for Poblano's Mexican Restaurant 2. Deny Resolution No. 06 -62 • • CITY OF LINO LAKES RESOLUTION NO. 04 -62 APPROVING ISSUANCE OF NEW ON -SALE WINE AND BEER LICENSE WITH SUNDAY SALES FOR POBLANO'S MEXICAN RESTAURANT, 730 APOLLO DRIVE WHEREAS, the City Council of the City of Lino Lakes met at its regularly scheduled meeting on April 24, 2006, and; WHEREAS, the Lino Lakes City Council discussed approval of a new On -Sale Wine and Beer license with Sunday Sales for Poblano's Mexican Restaurant located at 730 Apollo Drive, #140, and; WHEREAS, the Police Department of the City of Lino Lakes has conducted an investigation of the applicants, and; WHEREAS, Poblano's Mexican Restaurant is in compliance with City Code Section 701 Concerning Liquor Licensing, and qualifies for such license and; WHEREAS, the applicant has provided proof of insurance as required and paid the necessary fees; NOW, THEREFORE BE IT RESOLVED, that the City Council of the City of Lino Lakes hereby approves the new On -Sale Wine and Beer license with Sunday Sales for Poblano's Mexican Restaurant subject to all the fees, provisions and conditions of the laws of the city, state and of the federal government. Adopted by the Lino Lakes City Council this 24th day of April, 2006. ATTEST: Julianne Bartell, City Clerk John Bergeson, Mayor • • • STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: BACKGROUND: AGENDA ITEM ja Julie Bartell, City Clerk April 24, 2006 Consider Adoption of Resolution No. 06 -63, Approving a Premises Permit Application from Centennial Youth Hockey Association to conduct Charitable Gambling at Miller's on Main Simple Majority (3/5 Vote Required) An application for a Premises Permit has been submitted by Lisa Hockert, Chief Executive Officer of the Centennial Youth Hockey Association (CYHA). The application requests permission for CYHA to conduct charitable gambling at Miller's on Main, 8001 Main Street. Charitable gambling is already in place at that location, benefiting the Centennial Fire Relief Association. The application is complete and the related fee has been paid. The Lino Lakes Police Department has conducted a background investigation relative to this application and found no information on the principal applicants that would give a specific reason to deny the application. Minnesota Lawful Gambling law requires that the local unit of government approve premises permit applications before they are submitted to the Gambling Control Board for final consideration. Therefore, the City Council is being asked to consider adoption of a resolution approving the application submitted by CHYA. OPTIONS: 1. Approve Resolution No. 06 -63 approving the premises permit application of Centennial Youth Hockey Association to conduct charitable gambling at Miller's on Main, 8001 Main Street. 2. Deny Resolution No. 06 -63 • CITY OF LINO LAKES RESOLUTION NO. 06 -63 PREMISES PERMIT APPROVAL FOR APPLICATION FOR LAWFUL GAMBLING FOR CENTENNIAL YOUTH HOCKEY ASSOCIATION AT MILLER'S ON MAIN Whereas, the Centennial Youth Hockey Association, a non - profit organization, has applied for a premises permit for lawful gambling at Miller's on Main located at 8001 Main Street; and Whereas, the City of Lino Lakes conducted an investigation of the gambling manager and chief executive officer of the Centennial Youth Hockey Association, and Whereas, the State of Minnesota requires local unit of government approval of any application submitted for a premises permit; • Now, Therefore, Be It Resolved by the City Council of the City of Lino Lakes, Minnesota: That the City Council hereby approves the Premises Permit Application submitted by Centennial Youth Hockey Association for charitable gambling operations at Miller's on Main. Adopted by the Lino Lakes City Council this 24th day of April, 2006. John Bergeson, Mayor ATTEST: Julianne Bartell, City Clerk 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 S23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 • CITY COUNCIL RETREAT DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT AGENDA ITEM lE FEBRUARY 20 -21, 2006 DRAFT MINUTES CITY OF LINO LAKES CITY COUNCIL RETREAT : February 20 and 21, 2006 : 8:30 a.m., February 20, 2006 : 12:00 noon, February 21, 2006 : Councilmembers Carlson, O'Donnell, Reinert, Stoltz and Mayor Bergeson : None Staff members present: City Administrator, Gordon Heitke; Finance Director, Al Rolek; Public Services Director, Rick DeGardner; Community Development Director, Michael Grochala; Public Safety Director, Dave Pecchia, Administration Director, Dan Tesch, City Clerk, Julie Bartell; and Consultant Carl Neu. AGENDA AND CONCLUSIONS The City Leadership Workshop Retreat was called to order on Monday, February 20, 2006, at 8:30 a.m. All council members were present. Carl Neu, retreat facilitator, introduced the subject of the workshop. He noted that the general purpose of the workshop is to define more clearly the focused leadership direction and performance priorities of the city council; and to address significant issues on the direction for the city and how the city council and staff will work together in addressing present and future issues. The council and staff reviewed goals and management action plans from 2005 -2006, identifying accomplishments and items to be carried forward. Goals and objectives for action in 2006 -2007 were then identified including but not limited to: complete Town Center project; address needed local regional transportation improvements; update city charter to reflect current and future city needs; complete community visioning process; update city comprehensive plan and adopt a redevelopment and revitalization plan; and recreation improvements. The group identified broad based goals as follows: meet infrastructure needs to comply with Comprehensive Plan requirements; diversification and expansion/enhancement of the city's tax base; and establishment of appropriate revenue and allocation policy. City council performance and council/staff partnership was discussed, using information from a pre - workshop survey that had been completed by all workshop participants. At approximately 3:00 p.m. staff members (excluding City Administrator Heitke and City Clerk Bartell) were excused and the Council discussed their performance including council meetings and work sessions, rules and procedures, minutes and the desire to establish meeting guidelines. The workshop was recessed at 5:00 p.m. 24 e- CITY COUNCIL RETREAT FEBRUARY 20 -21, 2006 DRAFT •47 48 The workshop was reconvened on Tuesday, February 21, 2006, at 8:30 a.m. All council members 49 were present. 50 51 Staff present for the remainder of the retreat: City Administrator, Gordon Heitke; Finance Director, 52 Al Rolek, Public Services Director, Rick DeGardner; Director of Administration, Dan Tesch; 53 Community Development Director, Michael Grochala; Public Safety Director, Dave Pecchia and City 54 Clerk, Julie Bartell. 55 56 Carl Neu, workshop facilitator, continued to present information and facilitated discussion on 57 leadership. Recommendations for follow up action were formulated. 58 59 Directions were given in the following areas: 60 61 a) Staff to prepare a Goals and Management Action Plan for 2006 -2007 identified goals; 62 63 b) City Council Guidelines: Council Member O'Donnell and City Administrator Heitke will 64 develop recommendations for consideration by the City Council in April; a new format for meeting 65 minutes will be utilized. 66 67 c) City Financial Review: Staff was recommending a comprehensive review of the city's 68 long -term financial situation. It was determined that it would be more appropriate to complete the •69 City's Five -Year Plan after such a review. A mini - retreat will be scheduled and will include 70 discussion of a five -year budget plan, with recommendations tied to the budget process; the Charter 71 Commission will be informed that they have received a draft of the Five -Year Plan and the Council 72 will be utilizing more time and involvement to refine that Plan; 73 74 d) Community Visioning Process: The process should be established as quickly as possible 75 to allow further goal definition. 76 77 There being no further business, Mayor Bergeson adjourned the meeting at 12:00 noon. 78 79 These minutes were considered and approved at the regular Council Meeting of April 24, 2006. 80 81 82 83 84 Julianne Bartell, City Clerk John Bergeson, Mayor 85 86 87 Transcribed by: 88 Julianne Bartell, City Clerk 89 90 • 91 92 2D c- • • • 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 CITY COUNCIL WORK SESSION DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT: AGENDA ITEM 1F DRAFT APRIL 3, 2006 CITY OF LINO LAKES MINUTES : April 3, 2006 . 5:39 p.m. . 10:23 p.m. : Councilmember Carlson, O'Donnell, Reinert, Stoltz and Mayor Bergeson : None Staff members present: City Administrator, Gordon Heitke; Community Development Director, Michael Grochala; Director of Administration, Dan Tesch (part); Public Services Director, Rick DeGardner; Chief of Police, Dave Pecchia (part); Economic Development Coordinator, Mary Alice Divine (part); Finance Director, Al Rolek; City Engineer, Jim Studenski (part); and City Clerk, Julianne Bartell ANOKA COUNTY ASSESSOR — EXPLANATION OF MARKET VALUE TRENDS Ms. Linda Weiner, Assessor for Lino Lakes, distributed information regarding the breakdown of properties and growth within the City. She advised the City is the closest it has ever been to market value. The State of Minnesota does require homes be at 95% to 105% of market value. Ms. Weiner also handed out a list of properties that were sold last year noting there were almost 500 sales. She included a list of homes that were on the market within the City as of this morning. Ms. Weiner stated the biggest change in Lino Lakes is typically land values. There was an average of 8 -10% increase in structures. She provided an example of how evaluations are done. She also stated she believes the school district levy that passed resulted in the large increase in Lino Lakes. She noted commercial land values in Lino Lakes were also adjusted. Ms. Weiner advised the cause of the large increase in market valuations occurred due to the combination of correcting values, the school district levy and market trends. GATEWAY SIGN CONCEPTS Economic Development Coordinator Divine presented gateway sign options as well as pricing for each of the three options. She noted no dollars have been budgeted for the gateway signthis year, She asked the Council to keep in mind the approximate cost of $35,000 for a gateway sign during the next budget process. 1 • • • CITY COUNCIL WORK SESSION DRAFT APRIL 3, 2006 1 2 REGULAR AGENDA ITEMS 3 4 Item 3C, Offer of Employment to Tim Noll as a Police Officer — Information regarding 5 Mr. Noll's education, background, etc. will be included in the Friday update. 6 7 There were no other changes to the regular agenda. 8 9 SILVERA MEMORIAL 10 11 Chief Pecchia advised the Shawn Silvera Memorial Highway concept is being worked on 12 at the State level. The issues with the proposal include that the proposed roadway is a 13 federal highway and there would have to be exceptions to the Federal Highway 14 Guidelines. The Department of Transportation is testifying against the proposed bill. 15 16 Chief Pecchia stated the Police Department does appreciate the Council's support on this 17 I bill. However, the Police Department is requesting that Council members stop discussing__ 18 this issue and stop making comments about having a City memorial as well. Officer 19 Silvera's family needs to be left alone at this time. Any memorial discussions regarding a 20 memorial at this point are way too premature. 21 22 Chief Pecchia advised the family and the Police Department still have many other issues 23 I to deal with such as the upcoming trial. He again requested that Council memberss stop 24 discussing this issue out of respect for the family and the Police Department. 25 26 I Chief Pecchia noted that eventually a City policy should be drafted regarding memorials 27 within the City. He stated again that those discussions are way too premature and would 28 take place at some point in the future. 29 30 VOICE -OVER IP /GENERATOR HOOKUP /ACCESS CONTROL SYSTEM 31 32 Public Services Director DeGardner stated the City has been notified by the Centennial 33 School District that they will no longer be able to provide telephone service to the civic 34 complex effective July 15, 2006. 35 36 Staff is recommending that the City convert to a Voice -Over IP system to provide 37 telephone service at the civic complex and public works facility. An IP (Integrated 38 Platform) system allows voice, data, and video to be transmitted over a single network. 39 40 Public Services Director DeGardner advised the estimated project cost is $40,000. The 41 City also has to be prepared to fund up to $10,000 (worst case scenario) for potential 42 outside consultant fees (Berbee). On -going operating/maintenance costs are expected to 43 be approximately $1,925 per month. The City is currently spending $1,525 per month for 44 the operations /maintenance of the existing telephone system. 45 2 -74 s • • • CITY COUNCIL WORK SESSION DRAFT APRIL 3, 2006 1 Public Services Director DeGardner noted to ensure that the change over is completed by 2 July 15, 2006 the Council should approve the installation of the Voice -Over IP System 3 immediately. 4 5 It was the consensus of the Council to direct staff to draft a resolution authorizing the 6 Voice -Over IP System. 7 8 This item will appear on the consent agenda Monday, April 10, 2006, 6:30 p.m. 9 10 Public Services Director DeGardner stated currently there is not any type of emergency 11 power backup for City Hall and the ECFE should electrical service be disrupted to the 12 civic complex. The existing generator provides back -up power to the Police Depaituient 13 only. Hooking up the generator to provide back -up power to the entire civic complex will 14 result in the City's ability to continue services in case of a power outage. The total 15 project cost to connect the existing generator to the entire civic complex is $70,000. 16 17 Public Services Director DeGardner stated staff has researched the installation of an 18 Access Control System (card readers and security management software) for City Hall. 19 The best long term way to provide a secure environment that can be controlled/monitored 20 is to install an Access Control System. 21 22 Public Services Director DeGardner advised the cost to install an Access Control System 23 amounts to $11,150 for the four interior doors leading to the work area. It would cost an 24 additional $9,000 to install the system to the two "exterior door locations ". 25 26 Staff recommends that funding for the above project(s) be designated from the Capital 27 Projects Fund. 28 29 It was the consensus of the Council to direct staff to move forward with providing 30 emergency power backup for the entire civic complex and the Access Control System 31 based on the following: 32 33 1. Information is obtained regarding an electricity rate break if the generator is 34 utilized at peak times. 35 2. Policies are put in place regarding the Access Control System. 36 3. Information is obtained regarding a buzzer at the front desk to open the 37 doorway. 38 4. Consideration is given to implementing a badge system in conjunction with 39 the Access Control System. 40 41 The Council also determined a discussion regarding Council members having card keys 42 to the building would be held at the next Council work session. 43 3 CITY COUNCIL WORK SESSION APRIL 3, 2006 DRAFT. 1 CSAH 49 BRIDGE REPLACEMENT PROJECT UPDATE 2 3 Community Development Director Grochala advised the 49/Hodgson Road Bridge is 4 going to be replaced this summer by Anoka County. The bridge will be closed for three 5 months, beginning the day after school is out. 6 7 Community Development Director Grochala stated the County has identified poor soil 8 conditions and has to excavate where a City watermain is located. The City is going to 9 have to relocate the entire water line. The project will be done as part of the overall 10 project and the City will have to reimburse the County for the work that is done. 11 12 Community Development Director Grochala advised the City would have to enter into a 13 joint powers agreement (JPA) with the County for the project. The JPA will be brought 14 forward for Council consideration at a future Council meeting. 15 16 .2006 - 2007 COUNCIL GOALS 17 18 City Administrator Heitke stated the City Council conducted a Council retreat on 19 February 20 -21, 2006, which included the identification of priority goals. In view of the 20 now known date for the presentation of the results of the community survey, staff has 21 waited to complete the finalization of the 2006 — 2007 goals, objectives and actions until 22 after receiving the results of the survey to allow for any needed changes in issues or 23 priorities based on those results. 24 25 City Administrator Heitke stated the communication process to be developed by staff 26 with assistance from identified Council members has been discussed at the staff level. It 27 is planned that this activity will be completed and presented to the Council at the May 28 Council work session. Other decisions made by the Council at the retreat have already 29 been implemented. Staff has initiated work on the analysis of the City's long term 30 financial situation and future Council financial work session. It is planned to have the 31 analysis competed to allow for a special Council work session to be held in late May or 32 early June. 33 34 BLOCK PARTY APPLICATIONS 35 36 City Administrator Heitke advised staff previously indicated to the City Council that the 37 block party application and approval process would be reviewed for the purpose of 38 improving the process for both the Council and applicants. Staff has completed this 39 review and is recommending that the approval of block party permits be an administrative 40 action. 41 42 City Administrator Heitke stated staff has revised the application form and developed a 43 permit requirement agreement and notification form for affected parties. The new forms 44 and agreement will ensure that the applicant understands all City regulations related to 45 block parties, inform City staff of the planned specific activities and hours, and will allow 4 • CITY COUNCIL WORK SESSION APRIL 3, 2006 DRAFT. 1 staff to determine whether all affected parties are aware of the planned event and whether 2 there are any objections. As always, any applicant may appeal the administrative decision 3 to the City Council. 4 5 It was the consensus of the Council to direct staff to move forward with the new proposed 6 block party application approval process. 7 8 CITY COUNCIL ETHICAL GUIDELINES 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 • Councilmember O'Donnell advised that with the assistance of staff, he prepared the updated and revised City Council guidelines, which are now complete. City Administrator Heitke distributed a copy of the excerpts from the Council retreat relating to this issue noting which of those excerpts would be added to the draft. The Council discussed the proposed City Council guidelines noting the following changes: 1. A statement would be added to the Purpose indicating the Code of Conduct does not supersede state statutes or state laws. 2. The paragraph regarding Agenda Preparation would be rewritten. 3. The addition of "as soon as possible" would be included in the paragraph regarding the Sharing of Information. 4. The words "appropriately informed" would be added to the paragraph regarding Coordination with City Staff. 5. The words "of non - public information" would be added to the paragraph regarding Confidential Information. 6. The words "should be voted on" would be added to the paragraph regarding Orientation. 7. The words "private, personal, and political purposes" would be added to the paragraph regarding Use of Public Resources. City Administrator Heitke advised another draft of the City Council Ethical Guidelines, including the above changes, would be distributed to the Council at,the upcoming Council meeting. ADVISORY APPOINTMENTS The Council voted on the Advisory Board Annual Appointments. 5 or • • • CITY COUNCIL WORK SESSION APRIL 3, 2006 DRAFT. 1 Mayor Bergeson called for a short recess at 10:05 p.m. while the votes were tabulated. 2 3 Mayor Bergeson reconvened the meeting at 10:15 p.m. 4 5 City Clerk Bartell announced the appointments noting there was one tie. Another vote 6 was taken by the City Council. 7 8 The appointments to the City Advisory Boards will be announced at the regular City 9 Council meeting Monday, April 10, 2006, 6:30 p.m. 10 11 The Council directed staff to invite the new board members to the joint meeting with the 12 City Council Wednesday, April 5, 2006, 6:30 p.m. 13 14 The meeting was adjourned at 10:23 p.m. 15 16 These minutes were considered, corrected and approved at the regular Council meeting held on 17 April 24, 2006. 18 19 20 21 22 Julianne Bartell, City Clerk John Bergeson, Mayor 23 24 25 Transcribed by: 26 Kim Points 27 TimeSaver Off Site Secretarial, Inc. 28 6 • • AGENDA ITEM 1G SPECIAL JOINT COUNCIL MEETING DRAFT CITY OF LINO LAKES MINUTES SPECIAL JOINT MEETING OF THE CITY COUNCIL, PARK BOARD, ENVIRONMENTAL BOARD, PLANNPRG & ZONING BOARD & ECONOMIC DEVELOPMENT ADVISORY COMMITTEE APRIL 5, 2006 DATE TIME STARTED TIME ENDED COUNCIL MEMBERS PRESENT PLANNING AND ZONING PRESENT ENVIRONMENTAL BOARD PRESENT PARK BOARD PRESENT EDAC PRESENT: : April 5, 2006 . 6:38 p.m. . 8:35 p.m. : Council Members Carlson, Dahl, Reinert, Stoltz and Mayor Bergeson : Rafferty, Rect, Nelson, Ladem and Pogalz : Gundhofer, DeHaven, and Norman : Frederickson, Huelman, and Montain : Vacha, Schwartz, Helgemoe, Combs, Uschke and Milbauer Staff members present: City Administrator, Gordon Heitke; Community Development Director, Michael Grochala; City Planner, Jeff Smyser; Environmental Specialist, Marty Asleson; Public Services Director, Rick DeGardner; Economic Development Coordinator, Mary Alice Divine; and City Engineer, Jim Studenski CALL TO ORDER Mayor Bergeson thanked everyone for coming to the meeting and asked all City Board Member's to introduce themselves. He noted the purpose of the meeting is to discuss the Hardwood Creek Development. INTRODUCTIONS Community Development Director Grochala stated the City has been talking about the Hardwood Creek Development for quite some time. Staff has been working with the design team on various issues. He introduced the design team including City staff, Dahlgren, Shardlow, Uban (DSU) and TKDA. Ms. Kendra Lindahl, Landform, introduced the design team from Hardwood Creek Development, LLC. Community Development Director Grochala provided a project background, the guiding principals within the project and the existing conditions in the project area. He also reviewed the important public values that have been identified throughout the project process. 1 • • • SPECIAL JOINT COUNCIL MEETING APRIL 5, 2006 DRAFT Mr. Geoff Martin, DSU, came forward and indicated he had been retained by the City to work with the development team to coordinate the project and work out details of the plan. He noted there are many, many details that still need to be worked out. He stated it has been a pleasure to work with the City on this project. PROJECT PRESENTATION Ms. Caroline Krall, Landform, explained the objectives of the plan in terms of conservation development. She provided an overview of the project noting open space is a significant part of the plan. She detailed the key elements of the plan including open space, the trail network, waterways, transportation and housing. Ms. Lindahl advised the key issues that are still being worked on involve traffic improvements, storm water management and architectural design. Ms. Lindahl outlined the next steps in the process indicating a formal application will be submitted to the City. She requested the City Boards provide feedback before the formal application is submitted. DISCUSSION Community Development Director Grochala stated this is the time for the City Boards to vocalize their issues and get them on the table. Then staff can address those issues with the design team. The City Council and City Boards asked questions regarding the proposed development. Staff answered questions and noted the following outstanding issues regarding the project: • Type of and quality of commercial development • An additional interchange at County Road 80 • County Road 14 Interchange Project • Transition between different uses on the site • The amount of open space, water and prairie grasses • Decline of species • Need for active recreation fields • Park Dedication requirements 2 • • • SPECIAL JOINT COUNCIL MEETING DRAFT • Lack of park areas for residents within the development • Public services to that area, such as police, fire and schools • Quality of residential development • Architectural details on the backs of buildings • Moisture issues with all structures APRIL 5, 2006 Community Development Director Grochala recapped the above issues and again thanked everyone who attended the meeting. ADJOURN There being no further business to discuss regarding this issue, the meeting was adjourned at 8:35 p.m. These minutes were considered, corrected and approved at the regular Council meeting held on April 24, 2006. City Clerk, Julianne Bartell John Bergeson, Mayor Transcribed by: Kim Points TimeSaver Off Site Secretarial, Inc. 3 ormatt • • • AGENDA ITEM 1H STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: April 24, 2006 TOPIC: Resolution No. 06 — 61, Accepting Bids and Awarding a Construction Contract, 2006 Overlay Project VOTE REQUIRED: Simple Majority BACKGROUND: Sealed bids were received and publicly opened at 10:30 a.m. on April 12, 2006. The results of the bid opening are presented below. City Council action is required to award a construction contract to the lowest responsible bidder. Contractor Amount of Bid W B Miller Inc. $ 142,775.20 Universal Enterprises of Mid MN, Inc. $ 146,660.33 Midwest Asphalt Corp. $ 154,926.12 Northwest Asphalt, Inc. $ 158,839.90 North Valley, Inc. $ 162,468.30 Hardrives Inc. $ 164,364.04 T A Schifsky & Sons Inc. $ 188,772.66 Engineer's Estimate $ 159,612.50 The low bid is approximately 11% under the Engineer's Estimate for this project. A copy of the complete bid tabulation is attached. The final completion date for this project is August 31, 2006. OPTIONS: 1. Return to staff for further review. 2. Adopt Resolution Number 06 — 61, Accepting Bids and Awarding a Construction Contract to W B Miller, Inc. for the 2006 Overlay Project. 3. Not adopt Resolution No. 06 — 61. RECOMMENDATION: Option No. 2 - Staff recommends that Resolution Number 06 — 61 be adopted. Council Member adoption: introduced the following resolution and moved its CITY OF LINO LAKES RESOLUTION NO. 06 -61 RESOLUTION ACCEPTING BIDS AND AWARDING A CONSTRUCTION CONTRACT - 2006 OVERLAY PROJECT WHEREAS, pursuant to an advertisement for bids for the construction of 2006 Overlay Project, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Contractor Amount of Bid W B Miller Inc. $ 142,775.20 Universal Enterprises of Mid MN, Inc. $ 146,660.33 Midwest Asphalt Corp. $ 154,926.12 Northwest Asphalt, Inc. $ 158,839.90 North Valley, Inc. $ 162,468.30 Hardrives Inc. $ 164,364.04 T A Schifsky & Sons Inc. $ 188,772.66 Engineer's Estimate $ 159,612.50 AND WHEREAS, it appears that W B Miller, Inc. is the lowest responsible bidder; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with W B Miller, Inc., in the name of the City of Lino Lakes for the construction of the 2006 Overlay Project according to the plans and specifications approved by the City Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. John Bergeson, Mayor Julianne Bartell, City Clerk Adopted by the Lino Lakes City Council this 24th day of April, 2006. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. -31- • • TKDA ENGINEERS • ARCHITECTS • PLANNERS April 17, 2006 Honorable Mayor and City Council City of Lino Lakes, Minnesota Re: 2006 Overlay Project City of Lino Lakes, Minnesota TKDA Project No. 13633.002 Dear Mayor and City Council: 1500 Piper Jaffrey Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292 -4400 (651) 292 -0083 Fax www.tkda.com Bids for the referenced project were received on April 12, 2006, with the following results. A complete Tabulation of Bids is enclosed for your information. Contractor W.B. Miller, Inc. Universal Enterprises of Mid -MN, Inc. Midwest Asphalt Corporation Northwest Asphalt, Inc. North Valley, Inc. Hardrives, Inc. T.A. Schifsky and Sons, Inc. Engineer's Estimate Recommendation Base Bid $142,775.20 $146,660.33 $154,926.12 $158,839.90 $162,468.30 $164,364.04 $188,772.66 $159,612.50 We recommend that you award the Contract to the lowest bidder, W.B. Miller, Inc., for their base bid of $142,775.20. Please do not hesitate to call me with any questions or comments you may have. Sincerely, ✓-' 7iy� Thomas D. Prew, P.E. Project Manager • TDP:hms Enclosure An Employee Owned Company P• ^","^^ 9ffirmative Action and Equal Opportunity - 3 2 - N mCr) 6963∎ CO CO M O I$ 3,138.00 $ 5,232.20 C � � CCD OO C) a- LO EA $ 1,360.00 $ 865.00 CO COD "∎t 63 1,779.75 0.71 5.23 129.51 43.35 46.53 2.00 1.73 69 69 EFT O N O co c M Nor--c) O O O N CO C) O 0 OD 0 O�(0 N Iri h h to co- C[) 64, 56, (NI er 63 64 63 69. E9 69 69. E9 0 0 0 0 N CC) M O CO .- . 7,26 12 4 4 69 64 6.6. 0 0 0 0 CO O (70 O 0 0 N (0 O ,- Cn CD 5, 15, 6, 8, 65, 56, 1, 1, CA co 69 64 69 64 63 0 CC) 000000 O N 0 0 0 0 0 0 311 T ;E O ,- O N Ch O N Cf) 64 69 64 69 63 63 63 69 0 0 1 12,5 60( 40 1,55 1,25 68C 50C J L S C _ R TI TI G/ LI y Project ON TUMINOUS EXCESS MILLINGS (LV) IILLINGS (3% CROWN) S BASE COURSE 2360 TYPE LV 3 S WEARING COURSE 2360 TYPE LV 4 MATERIAL FOR TACK COAT CURBING TOTAL H J_ m N CO et CC) CD h CO 0 oc0000lnoo 0 0 0 0 0 0 0 ( O CC) N W ONO O O co LO O CO CO O I NY. N CO C7 CO Le CO .- O C7 Y- Ili N i • is CO 64 63 69. 64 63 63 63 63 I O O N 00 tr, 00 O 0 •" r 0 0 W 0 'WV W O N O Ili tC 't (Ni. 63 63 69. 64 63 63 63 64 0 0 0 0 0 0 0 Ors- O N CC1 00 O CC) N Is: CV o O 01,- o,-0n 001 CO 0 NO OCC1 CV CC - 1- t-- 61, 1, N 6. 63 69. 69- 63 63 63 O CCU N 0 LO 0 0 0 CO CO O CC) 0 00 O CC ) r CC) O N T 6.6.6.6.69 6.64 O CO to Y- O CD O O 1.0 CO •11. W W 64,402.50 57,437.50 1,530.00 111 CO LCj Cl C 69. 63 69. 69. 69 63 0 COO t� 0 MID' CC UNIT 'RICE '00E'4 0. 13. 135. Y- Ili '1 2. •r- 63 6.63 69 0 0 4-- 12,5 60( 40 U-1 N 68( 50( J L; S' C R TI TI 0 J Z TOTAL 3S tOV E2 UR; RT p CO z 0 cc Z D_z = 'r,' w ova U:' d _ j E5 C N o W m Q W :f I N CO s• CC) CD CO _ R t!) ER ER 1 0 J 6666 o LL7 N- ER 0 O tf) C ., (D 64 0 0 O O (D o CO. to (0 69 69 TKDA PROJECT NO. 13633.002 BIDS OPENED: APRIL 12, 2006, AT 10:30 AM *DENOTES ERROR IN BIDDERS CALCULATION T.A. S HARDRIVES, INC. AND SC ITEM UNIT TOTAL UNIT nin IlFSCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE 0 O 6— tf) ER 0 O to 69 0 0 O O CV vi E9 ER 0 L) r.: L() CO c) N- ER 0 0 0 LO N` CO- CO 69 $ 992.80 C A onn nn (n CD ti ER $ 51.00 CO •r C[) Vi ER ER 0 (°C) tf) t °C) N 0 6) IS 0 GY RS TN z H GAL co > J W CL r 7' 0 . CC) N � • W U � )w4 < j m = Cn t _ J 0 Z2 J W d } N- 0 (o N UJ Z LL V. - C BITUMINOUS CURBING r U) to CO • AGENDA ITEM 1 STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: April 24, 2006 TOPIC: Resolution No. 06 — 60 Accepting Bids and Awarding a Construction Contract, 2006 Street Sealcoating Project Vote Required: Simple Majority BACKGROUND: Sealed bids were received and publicly opened at 10:00 a.m. on April 12, 2006. The results of the bid opening are presented below. City Council action is required to award a construction contract to the lowest responsible bidder. Contractor Amount of Bid Allied Blacktop Co. $ 129,679.00 Pearson Bros., Inc $ 134,452.80 Astech Corp. $ 148,734.00 Engineer's Estimate $ 118,546.70 The low bid is approximately 9% above the Engineer's Estimate for this project. A copy of the complete bid tabulation is attached. The final completion date for this project is August 30, 2006. OPTIONS: 1. Return to staff for further review. 2. Adopt Resolution Number 06 — 60, Accepting Bids and Awarding a Construction Contract to Allied Blacktop Co. for the 2006 Street Sealcoating Project. 3. Not adopt Resolution Number 06 — 60. RECOMMENDATION: Option No. 2 - Staff recommends that Resolution Number 06 — 60 be adopted. • • Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 06 -60 RESOLUTION ACCEPTING BIDS AND AWARDING A CONSTRUCTION CONTRACT - 2006 SEALCOAT PROJECT WHEREAS, pursuant to an advertisement for bids for the construction of 2006 Street Sealcoating project, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Contractor Amount of Bid Allied Blacktop Co. $ 129,679.00 Pearson Bros., Inc $ 134,452.80 Astech Corp. $ 148,734.00 Engineer's Estimate $ 118,546.70 AND WHEREAS, it appears that Allied Blacktop Co. is the lowest responsible bidder; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with Allied Blacktop Co., in the name of the City of Lino Lakes for the construction of the 2006 Street Sealcoating Project according to the plans and specifications approved by the City Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. John Bergeson, Mayor Julianne Bartell, City Clerk Adopted by the Lino Lakes City Council this 24th day of April, 2006. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: • Whereupon said resolution was declared duly passed and adopted. • TKDA ENGINEERS • ARCHITECTS • PLANNERS April 18, 2006 Honorable Mayor and City Council City of Lino Lakes, Minnesota Re: 2006 Sealcoating City of Lino Lakes, Minnesota TKDA Project No. 13633.001 Dear Mayor and City Council: 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292-0083 Fax www.tkda.com Bids for the referenced project were received on April 12, 2006, with the following results. A complete Tabulation of Bids is enclosed for your information. Contractor Allied Blacktop Company Person Bros. Inc. ASTECH Corp. Engineer's Estimate Recommendation Base Bid $129,679.00 $134,452.80 $148,734.00 $118,546.70 We recommend that you award the Contract to the lowest bidder, Allied Blacktop Company, for their base bid of $129,679.00. Please do not hesitate to call me with any questions or comments you may have. Sincerely, Thomas D. Prew, P.E. Project Manager TDP:hms Enclosure An Employee Owned Company Promoting Affirmative Action and Equal Opportunity - 3 8 - . • 0 TABULATION OF BIDS 2006 SEALCOATING TKDA cmnpuwoLxxsn.M|wwsnonA TKDA PROJECT NO. 13633o001 ENGINEERS ^xncxncum`PLANNERS BIDS OPENED: APRIL 12, 2006, AT 10 AM *DENOTES ERROR IN BIDDERS CALCULATION ' ENGINEER'S ESTIMATE ALLIED BLACKTOP COMPANY PEARSON BROS. INC. ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT � � 2006 GExLCOATnoG __ ___ _ __ __ . - ---- ------------ ---�� 71 V5VVV � �� 1 r_ 2 '^° $ _.-'^~ 1.68 $ ``---- 3 1.07 $ 7,233.20 $ 1.0o$ $ 1.25 1 $ 8,450.00 ITOTAL ' ' ----' - --- ----------------------'$---11§�46.70---'-- - -'$l29,nf9.nn —'- -l* 134,452.80 1 0 1- z fd, • 69! 69 fae! 00'LO 0 • , . • I . Z 62; GO 01 ; .0) E ; c.) z0 i= F- < QJZ O < • pe I < -J 0- ill • E0 < Ci) 0.4 0 CD N g —J • u. Cs1 TABULATION OF BIDS ENGINEERS • ARCHITECTS • PLANNERS Oo w° ° z• Z_ c� vi z z Q g O O w U z J oLL coO< o oNUFY BIDS OPENED: APRIL 12, 2006, AT 10 AM *DENOTES ERROR IN BIDDERS CALCULATION 1 I 1 • w o. o. o!o o 0 00; oolotst. c�iluilo rn vl+- I o0 o, J z!Q II-i0 m J; DESCRIPTION W Z N ch • • • AGENDA ITEM 1J STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: April 24, 2006 TOPIC: Resolution No. 06 - 59, Authorizing Execution of Development Agreement, Century Farm North 4th Addition Vote Required: Simple Majority BACKGROUND: The City Council approved the preliminary plat of Century Farm North on April 28, 2003 and authorized execution of a grading only development agreement on May 27, 2003. Century Farm North Addition consists of 249 units of residential development. Century Farm North 4th Addition consists of 43 units of residential development. In accordance with the preliminary plat approval and City policy, staff has prepared a Development Agreement for the Century Farm North 4th Addition Development. The agreement provides for the following: 1. Submittal by the developer of a Letter of Credit in the amount of $637,500.00 representing 150 percent of the development improvement costs and a Letter of Credit in the amount of $44,000.00 representing 35 percent of the City improvement costs to insure completion of the project in accordance with the approved plans. 2. Deposit of a cash escrow in the amount of $150,000.00 to reimburse the City for costs incurred by the City related to the development and improvements of the site. Century Farm Development, Inc. has reviewed the contract and is aware of the conditions set forth. OPTIONS: 1. Return to staff for further review. 2. Adopt Resolution Number 06 — 59, Authorizing Execution Development Agreement, Century Farm North 3rd Addition. 3. Not adopt Resolution Number 06 - 59. RECOMMENDATION: Option No. 2 - Staff recommends that Resolution Number 06 - 59 be adopted. • • • Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 06 -59 RESOLUTION AUTHORIZING EXECUTION OF DEVELOPMENT AGREEMENT, CENTURY FARM NORTH 4th ADDITION. WHEREAS, the City Council approved the preliminary plat of Century Farm North on April 28, 2003, and a grading only development agreement on May 27, 2003, and WHEREAS, the City's subdivision ordinance and conditions of approval require the execution of a development contract, between the Developer and the City of Lino Lakes, prior to commencement of site construction activities and final plat approval to insure satisfactory completion of public improvements. NOW, THEREFORE, BE IT RESOLVED THAT the Lino Lakes City Council approves the Development Contract with Century Farm Development, Inc., for Century Farm North 4th Addition Subdivision and authorizes the Mayor and City Clerk to execute such agreement on behalf of the city. John Bergeson, Mayor Julianne Bartell, City Clerk Adopted by the Lino Lakes City Council this 24th day of April, 2006. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • • • DEVELOPMENT AGREEMENT Century Farms North 4th Addition THIS AGREEMENT made this 24th day of April, 2006, is by and between the City of Lino Lakes, whose address is 600 Town Center Parkway, Lino Lakes, Minnesota, 55014, a municipal corporation organized under the laws of the State of Minnesota, hereinafter referred to as the "City ", and Century Farm North Development, Inc. whose address is 3157 Berwick Knoll, Brooklyn Park, Minnesota 55443 hereinafter referred to as the "Developer". WHEREAS, the Developer has received Conditional Use permit approval for a residential planned unit development from the City Council for a plat of land within the corporate limits of the City known as Century Farm Addition, hereinafter called "Subdivision ", said land is legally described to -wit Outlot G, CENTURY FARM NORTH and Outlot A and Outlot D, CENTURY FARM NORTH 3RD ADDITION, according to the recorded plat thereof, on file and of record in the office of the County Recorder, Anoka County, Minnesota WHEREAS, the Developer is to be responsible for the installation and financing of certain private improvements within the Subdivision; and WHEREAS, said private improvements include grading, drainage, sanitary sewer, water, and driveway improvements; and WHEREAS, the City Subdivision Ordinance and Minnesota Statute 462.358 authorize the City to enter into a performance contract secured by cash escrow or other security to guarantee completion and payment of such improvements following final approval and recording of final plat. Century Farms North 4th Addition Development Contract 4 -24 -2006 • NOW, THEREFORE, in consideration of the mutual promises of the parties made herein, • • IT IS AGREED BY AND BETWEEN THE PARTIES HERETO: that the I. DESIGNATION OF IMPROVEMENTS A. Improvements to be installed at the Developer's expense by the Developer as hereinafter provided are hereinafter referred to as "Developer Improvements ". II. DEVELOPER IMPROVEMENTS A. The Developer's Engineer shall prepare, at the Developer's expense, a grading plan, street and utility plan, and a surface water management plan. The plans shall be approved by the City of Lino Lakes. The Developer shall secure a contractor to install these improvements; said contractor shall be approved by the City at its ABSOLUTE discretion. All Developer Improvements shall require City inspection and approval and, where appropriate, and the approval of any other governmental agency having jurisdiction. The Developer shall construct and install at the Developer's expense, the following improvements according to the following terms and conditions: 1. Grading Plan a) A final site grading plan, with maximum two -foot contours and cross sections as necessary shall be submitted and approved by the City prior to commencement of any site grading. 2. Erosion Control Plan a) The Developer shall submit an erosion control plan, detailing all erosion control measures to be implemented during construction. Said plan shall be approved by the City prior to the commencement of site grading or construction. b) The Developer shall submit a turf establishment plan which details topsoil placement, seeding, sodding, mulching, fertilizing and watering. Said plan shall be approved by the City prior to the commencement of site grading or construction. 3. Grading and Erosion Control Construction & Maintenance a) Prior to the commencement of site grading and erosion control, the Developer shall complete items II.A.1 and II.A.2 as listed above. page 2 - 4 4 - • • • Century Farms North 4th Addition Development Contract 4 -24 -2006 b) The Developer shall grade the site to within 0.2 foot of the grades shown on the approved grading plan. No deviations will be allowed unless a revised plan is submitted and approved by the City and all other regulatory agencies. c) All development shall conform to the natural limitations presented by the topography and soil of the subdivision in order to create the best potential for preventing soil erosion. d) Erosion and siltation control measures shall be coordinated with the different stages of development. The Developer shall attain an NPDES Stormwater Permit prior to engaging in any site grading activities. All terms and conditions of the NPDES permit must be adhered to by the Developer throughout construction the duration of construction of the Subdivision from start to finish. e) Where the topsoil is removed, sufficient arable soil shall be set aside for respreading over the developed area. The topsoil shall be restored to a depth of at least four (4) inches and shall be of a quality at least equal to the soil quality prior to development. The Developer shall make all necessary adjustments to the curb stops to bring them flush with the topsoil prior to occupancy. f) The Developer shall install four (4) inches of topsoil on all boulevards and seed or sod as approved by the City. The Developer shall make all necessary adjustments to the curb stops to bring them flush with the topsoil prior to occupancy. All disturbed areas shall be sodded or seeded, as designated per the approved plans, immediately upon completion of grading . h) All streets shall be protected from erosion deposits. This should include a combination of roadside silt fences, roadside sod strips, catch basin rock bale inlet protection, rock construction entrances, straw mulch, and/or street sweeping. i) No soils shall be imported or exported without City approval. j) All site grading shall be performed in accordance with the requirements of the Rice Creek Watershed District. g) k) Existing wells and on -site septic systems shall be properly abandoned. 4. Final access drive and driveway grading, subbase, gravel base, bituminous binder course, and concrete curb and gutter shall be furnished and installed. page 3 - 4 5 - • • • Century Farms North 4th Addition Development Contract 4 -24 -2006 5. Sanitary sewer mains, laterals or extensions, including all necessary building services and other appurtenances shall be furnished and installed. All connections to existing City facilities shall be performed by the Developer, but only upon approval and authorization of the City of Lino Lakes at least 48 hours prior to making actual connection. 6. Water mains, laterals or extensions, including all necessary building services, hydrants, valves and other appurtenances shall be furnished and installed. All connections to existing City facilities shall be performed by the Developer, but only upon approval and authorization of the City of Lino Lakes at least 48 hours prior to making actual connection. 7. The Developer shall place iron monuments at all lot and block corners and at all other angle points on boundary lines. Iron monuments shall be placed after all street and lawn grading has been completed in order to preserve the lot markers for future property owners. Lot corner irons on the back property line shall be installed so that the top of the iron corresponds to the finished ground elevation in accordance with the approved grading plan - guard stakes shall be appropriately installed to mark these irons. 8. The Developer shall promptly clear dirt and debris, within public right -of- ways, and drainage and utility easements, resulting from construction by the Developer, its purchasers, builders and contractors within five (5) days after notification by the City. The Developer or its assigns shall be responsible for all necessary street and storm sewer maintenance including street sweeping, and storm sewer resulting from the accumulation of said dirt and debris, prior to issuance of any Certificates of Occupancy. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If and when the streets become impassable, such streets shall be barricaded and closed. The Developer shall maintain a smooth, hard driving surface and adequate drainage on all temporary streets. 9. The Developer shall dedicate to the City, prior to approval of the final plat, at no cost to the City, any permanent or temporary easements that may be necessary for the construction and installation of the Developer Improvements. All such easements required by the City shall be in writing, in recordable form, containing such terms and conditions as the City shall determine. 10. The Developer shall be responsible for securing all site grading and development approvals and permits from all appropriate Federal, State, Regional and Local jurisdictions prior to the commencement of site grading or construction and prior to the City awarding construction contracts for public utilities. As previously stated, the Developer shall attain an NPDES page 4 -46- • • • Century Farms North 4th Addition Development Contract 4 -24 -2006 Stormwater Permit, and shall adhere to all terms and conditions of the Rice Creek Watershed (RCWD) permit. Any work extending into the right of way of Anoka County shall be subject to the requirements of Anoka County, and the Developer shall be responsible for attaining any permits from the County as may be needed. 11. The Developer shall make provision that all gas, telephone, cable TV and electric utility designs be submitted to the City for review and approval prior to construction of the improvements. Following review and approval by the City, the Developer shall insure that all installations comply with applicable City, County and State design standards and show proof of security arrangements with said utility companies. 12. The developer must place one conservation easement entry monument sign per lot bordering said conservation easement. The developer must also submit Anoka County NAD 83 Coordinates of the sign locations on the Final As -Built Drawing. 13. Cost of Developer Improvements and description are as shown on Attachment A. 14. Construction of Developer's Improvements: a) The construction, installation, materials and equipment shall be in accordance with the plans and specifications approved by the City. In addition, stone or brick veneer base shall be included on all four sides of the buildings, and building colors shall be reviewed and approved by City staff. b) All of the work shall be under and subject to the inspection and approval of the City and, where appropriate, any other governmental agency having jurisdiction. c) Prior to the acceptance of Developer Improvements by the City, the Developer shall obtain fmal plat approval and record the fmal plat which will dedicate all pennanent easements necessary for the construction and installation of the Developer and City Improvements as determined by the City. d) All construction debris and trash shall be properly disposed of at the Developer expense and in a timely manner as determined by the City. 15. Record Drawings page 5 -47- • Century Farms North 4th Addition Development Contract 4 -24 -2006 a) Upon City approval of final plans and completion of construction of roads, sanitary sewer, watermain, storm sewer, facilities, and grading, the developer shall submit two (2) Mylar sets of record plans, two (2) electronic copies of record plans in Anoka County NAD 83 Coordinates compatible with the City's computer system, including accurate locations, dimensions, elevations, grades, slopes and all other pertinent information conceming the compete work. b) Also a storm sewer, watermain, and sanitary sewer Excel Spreadsheet must be submitted, which includes all the as -built data. 16. Guarantee a) Faithful Performance of Construction Contracts and Letters of Credit (1) The Developer will fully and faithfully comply with all terms and conditions of any and all contracts entered into by the Developer for the installation and construction of all Developer Improvements and hereby guarantees the workmanship and materials for a period of one year following the City's final acceptance of the Developer's Improvements. Concurrently with the execution hereof by the Developer, the Developer will furnish to, and at all times thereafter maintain with the City, a cash deposit, certified check, or Irrevocable Letter of Credit, based on one hundred fifty (150 %) percent of the total estimated cost of Developer's Improvements. An Irrevocable Letter of Credit shall be for the exclusive use and benefit of the City of Lino Lakes and shall state thereon that the same is issued to guarantee and assure performance by the Developer of all the terms and conditions of this Development Contract and construction of all required improvements in accordance with the ordinances and specifications of the City. The City reserves the right to draw, in whole or in part, on any portion of the Irrevocable Letter of Credit for the purpose of guaranteeing the terms and conditions of this contract. The Irrevocable Letter of Credit shall be automatically extended for additional periods of one year from present or future expiration dates unless thirty (30) days prior to such the City Clerk or Administrator is notified in writing by certified mail that the Letter of Credit will not be renewed. b) Reduction of Escrow Guarantee. (1) The Developer may request reduction of the Letter of Credit, or cash deposit based on prepayment or the value of the page 6 -48- • • Century Farms North 4th Addition Development Contract 4 -24 -2006 completed improvements at the time of the requested reduction. Prior to the final acceptance of the Developer Improvements the City shall require a Performance Bond or Cash Escrow to cover the one -year warranty provisions of the agreement. The amount shall be determined by the City Engineer. III. CITY IMPROVEMENTS A. There are no new City Improvements for this project. IV. RECORDING AND RELEASE A. The Developer agrees that the terms of this Development Contract shall be a covenant on any and all property included in the Subdivision. The Developer agrees that the City shall have the right to record a copy of this Development Contract with the Anoka County Recorder to give notice to future purchasers and owners. This shall be recorded against the Subdivision described on Page 1 hereof. City shall provide to Developer upon payment of all the special assessments levied against a parcel, a release of such parcel from the terms and conditions of this Development Contract subject to provisions contained in this contract. B. Homeowners association declaration/covenants must be submitted for City Attorney review as required by the City's final plat requirements. In addition, the Developer shall convey to the homeowners association of the existing townhomes abutting the north border of the property, an access easement over the existing access drive. Prior to approval of the final plat by the City Council, the developer shall submit a copy of the easement document and proof that the easement document has been filed with Anoka County. The access drive as it currently exists shall not be altered. V REIMBURSEMENT OF COSTS A. The Developer agrees to establish a non - interest bearing escrow account with the City in an amount determined by the City Administrator or his designee for the payment of all costs incurred by the City related to the development of the Subdivision and the Developer Improvements including, but not limited to, the following (See Attachment B for breakdown of costs): 1. Plat Review Fee 2. Planner Review Fee 3. Administration - 3% Construction Cost 4. Engineering a) Administration page 7 -49- • • • Century Farms North 4th Addition Development Contract 4 -24 -2006 5. Legal - Plat Review 6. Publications 7. Park Dedication Fee 8. Tree Preservation Policy 9. Boulevard Tree Planting 10. Street - Storm Sewer - Pond Maintenance 11. Sealcoating Fund 12. Aerial Photo Recovery Cost B. If the above escrow amounts are insufficient, the Developer shall make such additional deposits as required by the City. The City shall have a right to reimburse itself from the Escrow upon notice to the Developer, with suitable documentation supporting charge. VI. BUILDING PERMITS A. The Developer agrees that building permits may be issued upon approval of the Final Plat by the City Council at which time all required Financial Security shall be in place with the City. B. The Developer further agrees that Sewer, Water, Storm Sewer, and Bituminous Base Construction of the Streets, temporary street signs, gas, electric, and telephone will be completed prior to the issuance of building permits. C. Model Homes The City agrees that one structure can be installed as a model home upon approval of final plat. The right to obtain such building permits shall be contingent upon the following: 1. Execution of this development contract, providing a Letter of Credit in the amount of $100,000.00 and an escrow amount of $10,000.00. 2. Constriction shall be limited to maintain a minimum distance of 150' from the furthest exterior wall to an improved gravel street as per the State Fire Code. The Developer may construct and maintain such access in order to meet said requirements. 3. Prior to release of the building permits for one structure, the builder shall enter into a separate agreement with the City which would not allow the building to be occupied after issuance of certificate of occupancy by anyone other than the builder for exhibiting the home for model purposes nor would page 8 - 50- • • • Century Farms North 4th Addition Development Contract 4 -24 -2006 they convey the property to any other third parties by any means until all of the public and private utilities have been installed to serve the building and accepted by the City. This includes all other requirements provided in this agreement D. The Developer further agrees that an as -built survey certifying that all the grading complies with the grading plan prior to issuance of building permits. E. Each lot must have a City approved Certificate of Grading showing the as -built survey prior to an issuance of a Certificate of Occupancy. It shall be the responsibility of the Developer, its purchasers, builders or contractors to ensure compliance with the grading plan. VII. HOURS OF CONSTRUCTION ACTIVITY A. All construction activity shall be limited to the hours as follows: Monday through Friday 7:00 a.m. to 7:00 p.m. Saturday 9:00 a.m. to 5:00 p.m. Sunday and Holidays No working hours allowed VIII. OWNERSHIP OF IMPROVEMENTS A. Upon completion of the work and construction required by this contract and acceptance by the City, the utility and driveway improvements lying within the public easements shall become the property of the Developer, Property Owners, or their heirs and assigns, and shall include all maintenance and operation of all improvements for perpetuity. However, the City of Lino Lakes, in the interest of public health and safety, shall reserves the right to enter said property and maintain facilities upon reasonable notice. Any costs incurred by the City of Lino Lakes to repair and maintain any private facilities shall be billed directly to the property owners. IX. INSURANCE A. Developer or all its subcontractors shall take out and maintain until one (1) year after the City has accepted the Developer Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of his subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than Five Hundred Thousand and no /100 ($500,000.00) Dollars for one person and One Million and no /100 ($1,000,000.00) page 9 - 5 1 - • • • Century Farms North 4th Addition Development Contract 4 -24 -2006 Dollars for each occurrence; limits for property damage shall be not less then Two Hundred Thousand and no /100 ($200,000.00) Dollars for each occurrence; or a combination single limit policy of One Million and no /100 ($1,000,000.00) Dollars or more. The City, its employees, its agents and assigns shall be named as an additional insured on the policy, and the Developer or all its subcontractors shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. X. REIMBURSEMENT OF COSTS FOR DEFENSE A. The Developer agrees to reimburse the City for all costs incurred by the City in defense of enforcement of this contract, or any portion thereof, including court costs and reasonable engineering and attorneys' fees if the City prevails in such action. XI. VALIDITY A. If a portion, section, subsection, sentence, clause, paragraph or phrase in this contract is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect or void any of the other provisions of the Development Contract. XII. GENERAL A. Binding Effect 1. The terms and provisions hereof shall be binding upon and insure to the benefit of the heirs, representatives, successors and assigns of the parties hereto and shall be binding upon all future owners of all or any part of the Subdivision and shall be deemed covenants running with the land. B. Notices 1. Whenever in this agreement it shall be required or permitted that notice or demand be given or served by either party to this agreement to or on the other party, such notice or demand shall be delivered personally or mailed by United States mail to the addresses hereinbefore set forth on Page 1 by certified mail (retum receipt requested). Such notice or demand shall be deemed timely given when delivered personally or when deposited in the mail in accordance with the above. The addresses of the parties hereto are as set forth on Page 1 until changed by notice given as above. page 10 - 5 2 - • • • Century Farms North 4th Addition Development Contract 4 -24 -2006 C. Final Plat Approval The City agrees to give fmal approval to the plat of the Subdivision upon execution and delivery of this agreement and all required petitions, bonds, security, and documents including the following: XIII. VIOLATIONSBUILDING PERMITS A. In the event that Developer violates any of the covenants and agreements contained in this Development Contract and to be performed by the Developer, the City, at its option, in addition to the rights and remedies as set out hereunder may refuse to issue building permits and/or Certificate of Occupancies to any property within the Subdivision until such time as such default has been corrected to the satisfaction of the City. XIV. PARK DEDICATION A. Park dedication for Century Farm North consists of only land dedication and no park dedication fee. XV. PROPERTY TAXES A. Should the recording of the Final Plat occur after July 1, any and all property taxes on any public property dedicated as a part of this plat shall be the responsibility of the Developer. Dollars shall be incorporated into the escrow agreement to cover the cost of said property taxes. page 11 - 5 3 - Century Farms North 4th Addition Development Contract 4 -24 -2006 IDDEVELOPER CITY OF LINO LAKES • By By Developer Mayor STATE OF MINNESOTA ) ) SS ) COUNTY OF ANOKA ATTEST: By Clerk On this day of , 20_. before me, a Notary Public within and for said County, personally appeared (Mayor) and (Clerk), to me known to be respectively the Mayor and Clerk of the City of Lino Lakes, and who executed the foregoing instrument and acknowledge that they executed the same on behalf of said City. STA'I'N OF MINNESOTA ) COUNTY OF ANOKA ) SS ) Notary public On this day of , of 20_, before me, a Notary Public within and for said County, personally appeared (Developer), to me known to be the , of , a corporation under the laws of the State of Minnesota, and that they executed the foregoing instrument and acknowledged that they/he executed the same on behalf of said corporation. Notary Public page 12 - 5 4 - • ATTACHMENT A SUMMARY OF IMPROVEMENT COSTS 4 -24 -2006 DEVELOPER INSTALLED IMPROVEMENTS PROJECT NAME: Century Farms North 4th Additon NUMBER OF REU's: 43 APPLICANT: Century Farms North Development, Inc. ASSESSED AREA (ac.): 5.71 BUDGET DEVELOPER CITY ESCROW ITEM NECESSARY IMPROVEMENTS COST NOTE IMP. (X) IMP. (Y) AMOUNT (Z) 1 SITE GRADING Estimate e $0 2 EROSION CONTROL Estimate e $0 3 SITE ENGINEERING & SURVEYING Estimate e $72,560 4 LANDSCAPING Estimate e $72,875 5 STREET CONST. A. Subgrade /Base Course Estimate e $80,400 B. Wear Course Estimate e $22,640 6 STORM SEWER CONST. A. Trunk Estimate e $0 B. Lateral Estimate e $36,565 C. Surface Water Mgmt. Charge (s.f.) $0.056 a $ 13,928.75 7 SANITARY SEWER CONST. ** IIIA. Trunk Area Charge (ac.) $2,640 a $ 15,074.40 B. Trunk Credit $ (37,445.70) C. Trunk Unit Charge (REU) $1,145 $ 49,235.00 D. Lateral Estimate e $64,474 8 WATERMAIN CONST. ** A. Trunk Area Charge (ac.) $2,815 a $ 16,073.65 B. Trunk Credit $ (9,428.30) B. Trunk Unit Charge (REU) $1,845 a $ 79,335.00 C. Lateral Estimate e $75,446 SUBTOTALS: $424,959 $ 173,646.80 NOTE: Trunk Credits $ (46,874.00) TOTALS $ 126,772.80 See Attachment B for security amounts to be posted ** 2006 Assessment Rates a: Cost by City policy b: Estimated Cost or Budget by City c: Previously Assessed d: Cash Requirement per Agreement with Park Board e: Provided by Developer f: Estimate by Feasibility Study - 55 - $0 • DEVELOPER INSTALLED IMPROVEMENTS PROJECT NAME: APPLICANT: ATTACHMENT B CITY FEES Century Farms North 4th Addition NUMBER OF REU's: 43 Century farms North Development, Inc. ASSESSED AREA (ac.): 5.71 ITEM NECESSARY IMPROVEMENTS 1 PLANNING /REVIEW A. Plat Review Fee B. Planner Review Fee 3 ADMINISTRATION A.Legal B. Administration Fee C. Publications 4 ENGINEERING A. Plan /Plat/Grading Review B. Preparation of Plans & Specs. C. Construction Services D. Construction Staking E. City Engineering 5 DEVELOPMENT FEES A. Park Dedication Fee B. Sealcoating Fee C. Aerial Photo Fee BOULEVARD TREE PLANTING 7 DEVLOPMENT SECURITIES A. Tree Preservation B. Street Lighting - installation C. Street Lighting - operation D. Traffic Signing E. Street, Storm Sewer, Pond Maint. F. Other - Property Tax, FEMA TOTALS: •6 4 -24 -2006 BUDGET DEVELOPER CITY ESCROW COST NOTE IMP. (X) IMP. (Y) AMOUNT (Z) $3,000 $3,000 $1,000 3% of const. $1,000 $15,000 $0 $70,000 $0 $30,000 $2075 /unit $0.27/SF 90 /unit $465 /tree 95 /unit $2,500 $265 $3,000 SECURITY AMOUNTS TO BE POSTED X = DEV. IMPROVEMENT COSTS X 1.5 (LETTER OF CREDIT) Y = CITY IMPROVEMENT COSTS X 0.35 (LETTER OF CREDIT) Z = CITY FEE COSTS X 1.0 (CASH ESCROW) NOTE: a: Cost by City policy b: Estimated Cost or Budget by City c: Previously Assessed d: Cash Requirement per Agreement with Park Board e: Provided by Developer f: Estimate by Feasibility Study - 5 6 - $3,000 $3,000 $1,000 $8,400 $1,000 $15,000 $0 $70,000 $0 $30,000 $0 $8,500 $3,870 See Attachment A Item 4 See Attachment A Item 4 $0 $0 $3,000 $3,230 $0 $0 Att. A Att. B $637,500 $0 $44,000 $0 $0 $150,000 $150,000 Total $637,500 $44,000 $150,000 • AGENDA ITEM I, K. STAFF ORIGINATOR: Paul Bengtson MEETING DATE: April 24, 2006 TOPIC: Final Plat Century Farm North 4th Addition BACKGROUND The Century Farms North Development Company has requested approval of a residential development called Century Farm North 4th Addition. The subject property consists of Outlot G of Century Farm North and Outlots A and D of Century Farm North 3r a Addition. This plat will create a total of 43 residential lots and 2 large outlots that will eventually become part of the 5th Addition plat. The final plat conforms to the approved preliminary plat layout as approved by the City Council on April 28, 2003. The title commitments have been forwarded to the City Attorney and have been determined to be acceptable. The conditions of the preliminary plat have mostly been addressed through the platting process of the first three phases, and will be enforced in a similar fashion for this addition. Specifically, the townhouse elevations will be held to the same standard developed for the 2nd addition, the height restrictions to protect air space for the air park are in place, and the trails for this portion of the development have already been platted by the 2nd addition. RECOMMENDATION Staff recommends approval of Resolution 06 -69 the final plat for Century Farm North 4th Addition. ATTACHMENTS 1. Resolution 06 -69 2. Final Plat submitted February 6, 2006. -57- • • • Speiser Acres Page 2 Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 06-69 RESOLUTION APPROVING THE FINAL PLAT FOR CENTURY FARM NORTH 4TH ADDITION WHEREAS, a request has been submitted to the City for the approval of a final plat, and WHEREAS, review and approvals of plats are govemed by state statutes and City ordinances, and WHEREAS, the preliminary plat for Century Farm North was approved with Resolution 04 -58 by the City Council on April 28, 2003 with conditions, and WHEREAS, the final plat for Century Farm North 4th Addition complies with City requirements and the conditions of Resolution 04 -58 have been satisfied. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Lino Lakes hereby approves the final plat for Century Farm North 4th Addition. Passed by the Lino Lakes City Council this 24th day of April 2006. ATTEST: John J. Bergeson, Mayor Julie Bartell, City Clerk Adopted by the Lino Lakes City Council this 24th day of April, 2006. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. SEC. 7, T. 31 N.. R. 22 W. VICINITY MAP s4AI0\A coii l ` O O X10 ON SUNSET ROAD .4 0 1- Z 0 0 60.03 N8r36' 19 "E 360.00 299.97 1047.00 CENTURY FARM NORTH 4TH ADDITION IFGFND • DENOTES IRON MONUMENT FOUND. MARKED RLS 17765. UNLESS OTHERWISE NOTED O DENOTES A 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET. MARKED RL5 43806 A. DENOTES WETLAND AREA - - ----DENOTES WETLAND BOUNDARY LINE - 742.10 NOTE: THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES, UNITED STATES CORPS OF ENGINEERS AND OTHER WATER MANAGEMENT AGENCIES HAVE CATEGORIZED VARIOUS WETLANDS, WHICH ARE NOT ACKNOWLEDGED BY CHAPTER 505.02, SUBDIVISION 1 OF MINNESOTA STATUTES AND MAY NOT BE SHOWN HEREON. DEVELOPMENT OF LANDS CONTAINING SAID WETLANDS MAY BE SUBJECT TO SPECIAL CONDITIONS OR LIMITATIONS. - NORTH LINE OF THE S 1/2 OF THE NW 1/4 OF SEC. 7. 131. 522 / - N87"36. 19"E 380t gMNQ ! tIIMn [491fYi- 1 "1 52 .75 N8r36' 19"E 402.20 2 „.79 1596.91 OUTLOT A 352.22 S0r35't0w I I I I I 1 flt y FOR THE PURPOSES OF THIS PLAT, THE NORTH LINE OF OUTLOT A, CENTURY FARM NORTH 3RD ADDITION IS ASSUMED TO BEAR NORTH 87° 36' 19" EAST. tap GRAPHIC SCALE 0 50 100 200 Scale In Feet 7- --_1_ • • L 8 o 0 8 o !67.11 t ? 4," x- N5 n ♦ N 6 n - �pp•A 2 ( N1e41 ru"'T ^._ 4/7 •1- Y f . ,.1150 057'36.19,0 -- 03 Ner3r25.u7: -o OUTLOT B ti (SEE INSERT A SHEET 2 OF 2) ,ROBINSON DRIVE 4`.4,;90e, ogNO 41L P,D�¢ r KNOW ALL MEN BY THESE PRESENTS: That Century Form North Development, Inc.. a Minnesoto Corporation, fee owner of the following described property situated in the County of Anoka, Slate of Minnesoto, to wit Outlet 5, CENTURY FARM NORTH and Outlot A and Outlet 0, CENTURY FARM NORTH 3RD ADDITION, according to the recorded plot thereof, on file an4 of record in the office of the County Recorder, Anoka County, Minnesota. Has caused the same to be surveyed and plotted as CENTURY FARM NORTH 411-1 ADDITION and does hereby donate and dedicate to the public for public use forever the drive and the easements as shown on this plot for drainage and utR!ly purposes only. In witness whereof sold Century Form North Development. Inc.. a Minnesoto Corporation, has caused these presents to le signed by its proper officer this day of 200_ Signed: Gory M. Uncle. President The foregoing instrument was acknowledged before me this doy of 200_ by Gary M. Uh4e, as President of Century Form North Development, Inc, a Minnesoto Corporation, on behalf of the corporation. Notary Public, County. Minnesota My Commission Expires I hereby certify that 1 hove surveyed and platted the property described on this plat as CENTURY FARM NORTH 4TH ADDITION and that this plat is o correct representation of said survey, that all distances ore correctly shown on the old: in feel and hundredths el a foot that 011 monuments hove been or will be correctly placed in the ground as shown; that the outside boundary Imes ore correctly designated on soid 0101 and that there ore no wet lands os defined in MS 505.02. Sub. 1, or public highways to be designated other thon as shown on said plot. Don ei J. MCAninah , Lond Survevar Mnnesoto Regislrolion N0. 25660 4 O4. O ----- 'DUSTING POWERUNE EASEMENT PER DOCUMENT NO, 1915017 - - - -- - 04 f 9 "E CITY OF LINO LAKES COUNTY OF ANOKA SECTION 7, T31, R22 (SEE INSERT A 1 SHEET 2 OF 2) I J_T 623.69 - m a5 T y Q - -_ --1 '\ L III [jp 1 Natty 2 -_-. _ � N 8536'19" E 1,1 by OP - -,'%t = ...... 267,00 - t 4Ga19.02 04" -- L -88.70 - - n CH BRC- N78-05'77 -E / I Z 'S 8559'46" W = �� - 148.44 t 02' - 1 0 ^. 1 O !!!..; 77:1: \f -T. `• ?`..:-:rte LJILJ 1_I_LJ &J..)C`• '- rT-1 -r'1 144.67 1077'05 h �\ 817.31 NST36'f9 "E 1 I1:; "' 1t::'••. ° - 82.75' 1 • 49 . 1 - 10.37 - " �58 32 -� - - 8536523 W' 351.56'47 ")Y - STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this 200_ by Daniel .1. McAninch, Land Surveyor. Notary Public, • My Commission Expires County. Minnesota day of This plat of CENTURY FARM NORTH 4TH ADDITION was approved by the City Sound of the City of Lino Lakes, Minnesoto this doy of 200 and it applicable, the written comments an0 recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the city or the prescribed 30 doy period has elapsed without receipt of such comments and recommendations, as provioed by Minnesoto Statutes, Section 505.03, Sued. 2. By By Moyer This plat ho5 been checked and approved this Larry Hoium Anoko County Surveyor Clerk doy of 200 0 L Cs .y LAND SURVEYING ENGINEERING 412 last Cheat? Feed 0. lath Canada. 101 55117 Telephone: (001)758-0t12 Far (851)700 -0812 E -mall: aurvevem.ltalr.cem Pine City Other. 1320) 029 -9007 5he•ra Whew (703) 420 -6190 BurmvWe Offtee: 10521 707 -0090 e o CENTURY FARM NORTH 4TH ADDITION INSERT A DRAINAGE & UTILITY EASEMENT OVER ALL OF LOT 5, BLOCK 2 - -- N87 °36' 19 "E 1596.91 NOTE: THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES. UNITED STATES CORPS OF ENGINEERS AND OTHER WATER MANAGEMENT AGENCIES HAVE CATEGORIZED VARIOUS WETLANDS, WHICH ARE NOT ACKNOWLEDGED BY CHAPTER 505.02, SUBDIVISION 1 OF MINNESOTA STATUTES AND MAY NOT BE SHOWN HEREON. DEVELOPMENT OF LANDS CONTAINING SAID WETLANDS MAY BE SUBJECT TO SPECIAL CONDITIONS OR LIMITATIONS. N87 27.30 -E 93.65 587'31319'W 42.97 .3 19611 ROBINSON DRIVE 240.91 N97 36.19Y 267 - p4" —i 988 00.7 "$ CH 9RG.N78' 917'36151f 90 s 2 88.00 58776'IS'M I $ 3 6 0800 3910-36151 1 8 08.00 Z N07776'SI'E 96.00 98 •35'41•E 660D JN87'36.41'E / /\ / \ ) \ /\ ° /"/ \fT T- / / � \\ - // j 1.. 1 , L // r_ /., I T / / // / I I I 1 I / 6' 1p " DRAINAGE & UTILITY EASEMENT OVER ALL OF LOT 39, BLOCK 1 06.00 98699.417 24.00 21.00 231.00 . .00 �S?29.m 57129YrE 9.13 L_1_1_L� — ^ - ' i 1 1 1 1 I 1 L_1_L_L_.f_I-J _ 43.41 S32 °43'30 "E iv 293.07 N87 °36' 19 "E PARK 3 817.31 O T 1 1--T -I -I-7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I _ EXISTNG PO RUNE EASEMENT �— '- PER DOCUMENT NO. 1915017 L i _ •S88 °53'41 "W -' / . ... . 1 - 82..7 -5 I! 1 S07 °05'49 "E —2 -- -- 110.37 f I ! _ 53.42 _ S87°36' 23"W -> S5158.32 °55'47 "W - - - -_• / / "1 / IDRAINAGE & UTILITY EASEMENT I OVER ALL OF LOT 2, BLOCK 3 N 8r36'19" E 148.44 CITY OF LINO LAKES COUNTY OF ANOKA SECTION 7, T31, R22 rS 59 87 4'" W 144.67 46 3 N LEGEND • DENOTES IRON MONUMENT FOUND, MARKED RLS 17765, UNLESS OTHERV,ISE NOTED O DENOTES A 1/2 INCH BY 14 NCH IRON PIPE MONUMENT SET, MARKED RLS 43806 W DENOTES WETLAND AREA - - DENOTES WETLAND BOUNDARY UNE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: REAR LINE o.00 J STREET BEING 10 FEET IN WIDTH AND ADJOINING ONE LOT UNE, UNLESS OTHERWISE SHOWN ON THIS PLAT. FOR THE PURPOSES OF THIS PLAT, THE NORTH LINE OF OUTLOT A, CENTURY FARM NORTH 3RD ADDITION IS ASSUMED TO SEAR NORTH 87° 36' 19" EAST. 56 GRAPHIC SCALE 0 25 50 100 Scale 85 Feet METRO IA ND SURVEYING 4 ENGINEERING 412 feral County Road 5. UL114 Goad., 10i 55117 Ta asphalt.: (051)766 -0112 F. (65()760 -0612 E -mall: aurnTiaaaleoyrnm Pine City Whoa: (720) 629 -9207 Rotors 854 414. Whew 67) 2)6707 -9( 5 -9 3)34) 3 • • • AGENDA ITEM 6. A STAFF ORIGINATOR: Jeff Smyser C. C. MEETING DATE: April 24, 2006 TOPIC: Resolution 06 -53 Conditional Use Permit - Accessory Drive Through Facility and - Restaurant Outdoor Dining Facilities Millers Crossroads Shopping Center BACKGROUND The Millers Crossroads development was approved in 2003 with Resolution 03 -142. The project includes one commercial lot at the corner of Birch St. and Hodgson Rd. This lot received approval for a conditional use permit for a daycare business that would have filled part of a commercial building. That business did not materialize and the building was never constructed. The current proposal includes a coffee shop in the east end of the building and a Subway sandwich shop in the west end. The applicant has requested a conditional use permit for an accessory drive through and outdoor seating for the coffee shop. Each of these is a conditional use, and we have combined them into one conditional use permit. A public hearing is required for a conditional use permit. If the drive through and outdoor seating facilities were not requested, the project would be reviewed administratively. Discussion of the building is included here for informational purposes. The proposed building is almost exactly the same as what was approved in 2003, but with some improvements in materials. ANALYSIS The table below identifies the existing land use, guided land uses, and zoning. Location Existing Land Use Guided Land Use Existing Zoning Site vacant Commercial Limited Business North auto repair and retail Commercial General Business South residential: townhomes Medium Density Resid. R -3 Medium Density Residential East residential: townhomes Medium Density Resid. R -3 Medium Density Residential West single family residential Low Density Unsewered Residential R -1 Single Family Residential • • Millers Crossroads Shopping Center page 2 The site is zoned LB Limited Business. Restaurants and retail businesses are permitted uses. An accessory drive through facility is a conditional use, as is outdoor seating for a restaurant. Specific requirements for these are addressed below under the conditional use permit (CUP) heading. Building: The commercial building exterior includes a stone base, painted "hardi- plank" lap siding, a stucco sign band, vinyl shakes on the gable ends, metal fascia, and aluminum windows and doors. (This is an improvement over the prehung vinyl windows of the 2003 approval.) Decorative painted wood columns support the overhang and add visual interest. The building meets the commercial building materials requirements while the style and colors of the building complement the structures in the residential area of the development. In the 2003 approval, the trash enclosure was attached to the east side of the building at the northeast corner. It would have faced east with access from the entry drive. With the addition of the drive through facility, the trash enclosure has been moved to the south with access from the new drive through lane. While we typically require trash enclosures attached to the building, the possible locations are limited by the two driveways and the large ponding areas on both the east and south. Signage: When a single principle building is devoted to three (3) or more businesses, a comprehensive sign plan for the entire structure shall be submitted and shall be of sufficient scope and detail to permit a determination as to whether or not the plan is consistent with the following regulations. Some revisions have been submitted to the August 2003 sign plan. The EIFS sign band has been changed to stucco, a minor and acceptable change. Because the building has more than one street frontage, they may have one additional wall sign beyond the signs for the tenants with individual entrances on the front of the building. An additional sign will be allowed on the Hodgson Road side (west elevation). This sign on end of the building must be for a tenant of building. Lighting: The submittal includes several cut sheets for exterior fixtures. Exterior lighting fixtures must be 90 degree cutoff types. Recessed fixtures are shown in the soffits. The submitted wall fixtures for the back of the building do not meet the requirement and must be changed. The lights over the parking lot (Medallion CM flat lens) comply with the 90 degree cutoff requirement. However, the fixture submitted for the driveways (Towne Commons ALN 445) are a decorative design that echo the decorative street lighting within the residential part of Millers Crossroads. Though this fixture does not meet the 90 degree cutoff requirement, it is comparable to the existing decorative fixture in the larger planned unit development. The street lights on Birch St. and Hodgson Rd. are 25' high, but in Lakota Trail they are 18'. The commercial site is part of a larger development and the building was designed to complement the surrounding residential uses. The parking lot and driveway lights for this commercial site should be no taller than the street lights in Lakota Trail (18 feet). • • • Millers Crossroads Shopping Center page 3 Parking: The following table lists the ordinance requirements by type of business. The ordinance states that 90% of the gross footprint should be used unless a specific use requirement differs. Lacking data on the interior dining area of the coffee shop, the calculation uses 90% of the gross shop area as listed in the floor plan (sheet A2.1). USE REQUIREMENT PROJECT coffee shop 10 /1000 sf of dining room plus one space for each employee outdoor seating area must be included in parking calculations per CUP requirement 90% of total 1664 = 1497 sf 15 spaces 4 employees 4 spaces outdoors 580 sf 6 spaces 25 total 25 spaces sandwich shop (fast food) 15 /1000 sf of gross floor area 2180 sf 33 spaces 33 medical clinic 1/200 sf+ 3 spaces 90% x 8500 = 7650 sf 38 spaces + 3 spaces 41 41 spaces total required 99 to be constructed 84 proof of parking 16 total potential 100 In the 2003 approval of the commercial building, 65 parking stalls were required (1 per 200 sf). The building was the same size as the new proposal and the plan provided 65 parking spaces with the potential for 16 more. That approval assumed a daycare and retail use of the building. Two restaurant uses instead of the daycare increases the parking needs. As explained in the zoning ordinance, the city can allow a "parking deferment" under certain conditions: the proof of parking would be the parking deferment. Under the conditions for a parking deferral, the peak parking must be less than the required parking, and there must be sufficient property under the same ownership to accommodate the need (Section 3, Subd. S.G.) That is, there must be space to build the deferred parking spaces if needed in the, future (proof of parking). If a problem arises in the future, the city can require the additional parking to be constructed. If the additional proof of parking area spaces are constructed, the trash enclosure would need to be moved to allow the access to the new spaces. Though the design in not optimal given the need for the trash truck to access the relocated trash enclosure, clearly there is enough space behind the building for additional parking if it is needed. • • • Millers Crossroads Shopping Center page 4 A peak parking analysis was prepared based on data compiled by the Institute of Transportation Engineers. Specific data is available for fast food establishments with and without a drive through. There is no data available specific to coffee shops exclusive of fast food, so some approximation is necessary. The analysis assumed one fast food restaurant with a drive through, one fast food restaurant without a drive through, and the remaining space as medical office. (Parking for a fast food restaurant would be somewhat higher than a coffee shop, and medical office parking is somewhat higher than retail.) Using these approximate, comparable (though higher demand) uses, the peak analysis shows that the 84 spaces to be constructed is an adequate number. As required by the zoning ordinance when a parking deferment is allowed, the performance agreement for the site will include the requirement that the additional parking spaces must be constructed if a problem arises. Traffic Generation: Members of the public raised questions about traffic generated by a coffee shop with a drive through facility. A traffic generation analysis was prepared comparing businesses with and without a drive through. Again, there is no data category specific to "coffee shop ", so other uses were examined, including fast food restaurants and pharmacies. A fast food restaurant with a drive through generates more trips during peak hours, but fewer daily trips overall. For a 2244 sf restaurant, comparing with vs. without drive through: with a drive through there would be 13 more trips during the a.m. peak, 16 more trips during the p.m. peak, and 493 fewer trips throughout the entire day. An additional 16 vehicles over a peak period is not a worrisome increase. Stormwater Management: Stormwater flows through a series of ponds. A large outlot includes the pond to the east of the building and the pond/wetland to the south. These ponds were designed to accommodate stormwater from the commercial site. The drive through will cross this outlot, so an access easement is needed. The easement will grant access to the commercial site across the outlot. Utilities: The original Millers Crossroads approval included extensive installation of utilities (water and sanitary sewer). Part of the plan includes extending lines across the commercial site to Hodgson Road. These pipes must be constructed across the site as part of this project. This is to provide the ability to install trunks down the west side of Hodgson to provide service there. An easement must be granted to the City for these utilities. Landscaping: The new plan includes significantly more landscaping than the 2003 plan, including a berm and lilacs to screen the building from residences west of Hodgson Road. A variety of trees, shrubs, and other plantings provide screening and create an aesthetically pleasing site. The outdoor seating area would be surrounded by tree lilacs, roses, perennial flowers, and arborvitae. The drive through would be flanked by dogwood. Pine, spruce, ash, maple, and linden trees would be distributed across the site. • • Millers Crossroads Shopping Center page 5 CONDITIONAL USE PERMIT FOR DRIVE THROUGH AND OUTDOOR SEATING Drive Through: The original approval of this site included one driveway from Lakota Trail to the parking lot to the front (north) of the building. The proposal includes a second driveway to create a drive through route to a drive up window for the coffee shop. This requires some alterations of the site. The stormwater system originally was designed for the upper pond to discharge into the next one to the south, then to the next one, and so on. The main driveway runs between the first and second ponds. There is a strip of land separating the second and third ponds. The newly proposed drive through lane is to be built over this strip of land. This will require the construction of a retaining wall. The drive through will cross the stormwater pond outlot, so an access easement is needed. The easement will grant access to the commercial site across the pond outlot. (This outlot was platted as Outlot C of Millers Crossroads, but revised to be Outlot G, Millers Crossroads 3rd Addition.) Though the outlot is not yet owned by the City, it will be deeded to the City, as is often the case with ponding areas. It is important that the City's stormwater management activities and responsibilities are not negatively affected by the access drive. It also is important that the commercial property owner is responsible for maintaining the roadway. The maintenance of the road will be addressed through an agreement with the commercial property owner. The owner will be responsible for maintaining the road and retaining wall. Outdoor Seating: The coffee shop is to have an outdoor seating area on the south side of the building. It is approximately 580 sf . The area is screened with landscaping. A decorative iron fence around the seating area ensures it is accessible only from within the building. • Standards and Requirements for All Conditional Use Permits The zoning ordinance includes overall standards that apply to all CUPs. There also are specific requirements for each CUP for a specific use. General Standards: The Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: a. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: 1) Land Use Plan. 2) Transportation Plan. 3) Utility (Sewer and Water) Plans. 4) Local Water Management Plan. • • Millers Crossroads Shopping Center page 6 5) Capital Improvement Plan. 6) Policy Plan. 7) Natural Environment Plan. The proposed CUP is consistent with the comprehensive plan. b. The proposed development application is compatible with present and future land uses of the area. The site is guided for commercial use and a commercial building was reviewed for the site as part of the original Millers Crossroads project. c. The proposed development application conforms to performance standards herein and other applicable City Codes. The site meets zoning requirements and, with compliance with the conditions of approval, meets all performance standards. d. Traffic generated by a proposed development application is within the capabilities of the City. e. The proposed development shall be served with adequate and safe water supply. f. The proposed development shall be served with an adequate and safe sanitary sewer system. g. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. The site will be served with municipal water and sanitary sewer service. Traffic generation was reviewed with the Millers Crossroads development and road improvements have been made to accommodate the development. The increase in peak trip generation from a drive through facility will not exceed road capacities. No capital improvements by the City are necessary. h. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. i. Will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. The uses will not create negative impacts on surrounding property or natural or cultural resources. • • • Millers Crossroads Shopping Center page 7 • Conditions specific to Accessory drive - through facilities: a. Not less than one hundred twenty (120) feet of segregated automobile stacking must be provided for the single service lane. Where multiple service lanes are provided, the minimum automobile stacking may be reduced to sixty (60) feet per lane. b. The stacking lane and its access must be designed to control traffic in a manner to protect the buildings and will not interfere with on -site traffic circulation or access to the required parking space. c. No part of the public street or boulevard may be used for stacking of automobiles. The design provides over 120 feet of stacking. The design provides a separate drive through that does not interfere with the parking lot circulation or access and does not stack out onto a public street. d. The stacking lane, order board intercom, and window placement shall be designed and located in such a manner as to minimize glare to adjacent premises, particularly residential premises, and to maximize maneuverability of vehicles on the site. e. The drive - through window and its stacking lanes shall be screened from view of adjoining residential zoning districts and public street rights -of -way. f. A lighting and photometric plan will be required that illustrates the drive- through service lane lighting and shall comply with Section 3, Subd. 4.F of this Ordinance. The lighting and site designs meet the lighting requirements and provide screening for the drive through facilities. The nearest residential structure is over 200' away from the drive through window. • Conditions Specific To Accessory Restaurants With Accessory Outdoor Dining Facilities a. The applicant submit a site plan and other pertinent information demonstrating the location and type of all tables, refuse receptacles, and wait stations. b. Access to the dining area be provided only via the principal building if the dining area is full service restaurant, including table waiting service. c. The size of the dining area is restricted to thirty (30) percent of the total customer floor area within the principal structure. d. The dining area is screened from view from adjacent residential uses in accordance with Section 3, Subd. 4.Q of this Ordinance. • • • Millers Crossroads Shopping Center page 8 e. All lighting be hooded and directed away from adjacent residential uses in accordance with Section 3, Subd. 4.F of this Ordinance. f. The applicant demonstrates that pedestrian circulation is not disrupted as a result of the outdoor dining area by providing the following: 1) Outdoor dining area shall be segregated from through pedestrian circulation by means of fencing, bollards, ropes, plantings, or other methods, and shall be subject to review and approval by the City Council. 2) Minimum clear passage zone for pedestrians at the perimeter of the restaurant shall be at least five (5) feet without interference from parked motor vehicles, bollards, trees, tree gates, curbs, stairways, trash receptacles, street lights, parking meters, or the like. 3) Overstory canopy of trees, umbrellas or other structures extending into the pedestrian clear passage zone or pedestrian aisle shall have a minimum clearance of seven (7) feet above sidewalk. g. The dining area is surfaced with concrete, bituminous or decorative pavers or may consist of a deck with wood or other flooring material that provides a clean, attractive, and functional surface. h. A minimum width of thirty -six (36) inches shall be provided within aisles of the outdoor dining area. i. Storage of furniture shall not be permitted outdoors between November 1 and March 31. Outdoor furniture that is immovable or permanently fixed or attached to the sidewalk shall not be subject to the storage prohibition of this section. However, any immovable or permanently fixed or attached furniture must be approved as part of the administrative penult application. j. Additional off - street parking shall be required pursuant to the requirements set forth in Section 3, Subd. 5 of this Ordinance based on the additional seating area provided by the outdoor dining area. k. Refuse containers are provided for self - service outdoor dining areas. Such containers shall be placed in a manner which does not disrupt pedestrian circulation, and must be designed to prevent spillage and blowing litter. The project meets these requirements. Millers Crossroads Shopping Center page 9 • PLANNING & ZONING BOARD The P & Z held a public hearing and reviewed the project on March 8. The Board recommended approving the project with 11 conditions. Two have been met with revised plans: a painted crosswalk across the drive through lane to the building, and the turning radius has been revised to eliminate a very sharp corner for vehicles leaving the drive through. The remaining nine conditions are included in the Resolution 06 -53. OPTIONS 1. Approve Resolution 06 -53 approving the conditional use permit for the drive through facility and the outdoor seating with the listed conditions. 2. Return to staff with direction. RECOMMENDATION Option 1 • • • • Millers Crossroads Shopping Center page 10 Comprehensive Plan: Proposed Land Use (Detail) • • • • Millers Crossroads Shopping Center page 11 Zoning Map (Detail) • • Council Member adoption: introduced the following resolution and moved its CITY OF LINO LAKES RESOLUTION NO. 06 -53 RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR AN ACCESSORY DRIVE THROUGH FACILITY AND RESTAURANT OUTDOOR DINING FACILITIES FOR MILLERS CROSSROADS SHOPPING CENTER WHEREAS, The Millers Crossroads development was approved in 2003 with Resolution 03 -142 including one commercial lot at the corner of Birch St. and Hodgson Rd., and; WHEREAS, the legal description of the property is Lot 16, Block 1, Millers Crossroads according to the plat of record thereof, Anoka County, Minnesota and; WHEREAS, an accessory drive through facility and outdoor dining facilities are proposed on the site, both of which require a conditional use permit, as stated in the zoning ordinance; and WHEREAS, the City Council makes the following findings: 1. With compliance with the conditions of approval, the proposed project complies with the requirements for all conditional use permits as listed in Section 2, Subdivision 2 of the zoning ordinance. 2. With compliance with the conditions of approval, the proposed project complies with the requirements for conditional use permits for accessory drive through facilities as listed in Section 7, Subdivision 2.H.1. of the zoning ordinance. 3. With compliance with the conditions of approval, the proposed project complies with the requirements for conditional use permits for outdoor dining facilities as listed in Section 7, Subdivision 2.H.8. of the zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the City Council grants a conditional use permit for the accessory drive through facility and for the outdoor dining facilities as shown on the approved plans. • • • BE IT FURTHER RESOLVED that the following conditions of approval apply: 1. A performance agreement shall be prepared, and recorded against the property, as required for site and building plan reviews per Sec. 2, Subd. 6.E.4. 2. Water and sanitary sewer utilities must be constructed across this site in accordance with the Millers Crossroads utility plan approval. An easement must be granted to the City for these utilities prior to any site work beginning or permits being issued. 3. The easement across Outlot G, Millers Crossroads 3rd Addition for the drive through driveway shall be fully reviewed and approved by City staff prior to any site work beginning or permits being issued. 4. An engineered retaining wall plan and cross section of the wall and the street for the drive through must be supplied and obtain City Engineer approval prior to any site work beginning or permits being issued. 5. Responsibility for maintaining the retaining wall, roadway, and related facilities for the drive through shall be the responsibility of the owner of Lot 16, Block 1, Millers Crossroads and this shall be ensured through a maintenance agreement, which shall be recorded against the property. This agreement must be executed prior to any site work beginning and before a building permit is issued. 6. Approval of the conditional use permit includes the approval of a parking deferment. The 84 parking spaces shall be constructed as shown on the plans. If the City fmds that the additional stalls are necessary to accommodate the use, the City may require that additional parking be constructed, as shown on the plan as "proof of parking ". This also would require moving the trash enclosure. Additional requirements may be imposed. The performance agreement shall require the property owner install such parking if directed by the City. This performance agreement must be executed and financial securities received by the City before a building permit is issued. 7. All signage must comply with the revised signage plan for the project and the City's sign ordinance. Sheets A4.1 and Figure 4 on sheet SP2 are to be considered part of the revised signage plan. 8. The lighting fixtures for the south wall must be 90 degree cutoff fixtures so they cast light downward, not upward. New fixtures must be submitted and compliance with this condition verified prior to issuance of a building permit. 9. The parking lot lights must be 90 degree cutoff design, as submitted (Medallion CM flat lens). The two driveway lights may be the decorative fixtures (Towne Commons ALN 445) that echo the street lights in the Millers Crossroads residential area. 10. Parking lot and driveway lights shall be no taller than street lights in Lakota Trail (18' above finished grade). - 71 - Resolution 06 -53, page 2 • • • 11. This approval is based on the following: Preliminary Utility Plan, 2/17/06, received April 3, 2006 Preliminary Grading Plan, 2 /12/06, received Feb 17, 2006 Photometric Plan, received Apr 3, 2006 Site Plan, revised 3/28/06, received Apr 3, 2006 Site Details, revised 3 /28/06, received Apr 3, 2006 Landscape Plan, revised 3 /28/06, received Apr 3, 2006 Floor Plan, revised 3/28/06, received Apr 3, 2006 Exterior Elevations, revised 3 /28/06, received Apr 3, 2006 Sign Plan, received Apr 3, 2006 Certificate of Survey, 2/16/06, received Feb 16, 2006 Adopted by the Lino Lakes City Council this day of 2006. John J. Bergeson, Mayor ATTEST: Julianne Bartell, City Clerk Adopted by the Lino Lakes City Council this day of , 2006. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. - 72 - Resolution 06 -53, page 3 Building Signs Each tenant has one sign at 32 square feet per the sign ordinance facing the parking lot.. The end caps are permitted 48 square feet facing the parking lot and 32 square feet facing only west. No signs permitted facing east. Miller's Crossroads - Sign Plan Hodgson Road and Birch Street Lino Lakes, MN •.IIII.111nI1a_ . 1111111IU1.111.111111.. iIIII1111I111I1111111111■1111IIW: nii111IItn111II11— IUII■1u111111111t 1 I1Il11111l1111 1II11111IuIU1 ►■1111: • i 111111I/11111r1111I1 — Illu11r11111nii I L; J1111► ll111III111IUI111IlI1111II/ui!i IIII IUm11IIIII •II111lIlniInIclatal.11 1111IIn11I entw1111■1111I■w/;'rillml NInluIIIuI "P Ip1..1 u) .4= •111111111n111 IiI!I•IUIIuuuIl!lII�> �i491I.luIuIIN.I�Ii aun.nim�ni�►mri.�.rimnirn�rrrn� . ..... . ... . . . . . . .. . . . . . . . .. . . 1. Sign Materials Vinyl Shake Siding Channel Sign SIGN -9Ll& 2. Sign Materials Stucco Sign Band Channel Sign - 7 3 - ....I I.1..1. I..A...A.CC_."L°9P•nMIKE APR 0 3 2006 CITY OF LINO LAKES Y i ' i�i�lj'i�y,r�'�►�,t�t' » : J ;� ► Miller's Community Monument Signage A base made of Eucalyptus Ledge stone by Cultured Stone Corporation. The sign area will be of low maintenance material with metal standoff signage. Sign area will be 50 square feet as per your sign ordinance. The dimensions of the monument are 16' wide by 4' tall. Two signs total. Character of the Signs Signage for small "Mom and Pop" type tenants. Tenants to have their trade dress incorporated in the signage for familiarity of their product. Commercial Monument Signage A base made of Eucalyptus Ledge stone by cultured Stone Corporation. The sign area will be of translucent lighted panels with metal standoff "center" sign. Sign area will be 80 square feet as per your sign ordinance. The panel dimensions are 10' wide X 8' tall, One with a total sign height of 10'. Channel Letters An example of typical channel letters and trade characters. These can be sized to stay within the 32 square foot per tenant allowed by the ordinance, either front lit or back lit - 7 4 - APR 0.,3 2006 cfry OF LINO LAKES IL= 0 KEYNOTES BIRCH STREET S 11 23 SPACES P 9'-0 .207.0' 17 SPACES. 9,0". 15310' 1. HANDICAP PARKING SIGN, SEE DETAIL I2/SP2. 2. HANDICAP PARKING SIGN WITH VAN ACCESSIBLE SIGN, SEE DETAIL 13/502. 3. PALMED HANDICAP SYMBOL AT END Of STALL 4. HANDICAP ACCESS AISLE BETWEEN HANDICAP SPACES. 5. 4' 147DE WHITE PAINTED STRIPING, TYPICAL. 6. NEW CONCRETE CURB AND CUTER, SEE DETAIL 7/302. 7. CONCRETE SIDEWALK CURB AND LITTER, SEEDETAIL 8/302 8. 8RUMIN0U5PAYMENT, SEE OWL 9. NEW POLE ULHT SEE DETAIL 6/502. 10. TRASH ENCLOSURE, SEE DETAIL 1/302. 11. STOP SIGN, SEE DETAIL 14/302. 12. MONUMENT 9CK, SEE DETAIL 4/572. 13. HANDICAP CURE RAMP. 14. CONCRETE SIDEWALK 15. CT CABINET 16. GAS METER 17. ETRE DEPARTMENT CONNECTION. 18. PARKING SETBACK (15,0'11E4E4 19. BUILDING SETBACK (40,'REQ'D). 20. DRIVE-UP LANE 91149459 LP4G7H 120'0'. 133,8' SHOWN FROM MENU 804R0. 21. 0 -010. 144MMUM 30% OF TENANT AREA 22. RESTAURANT ORDER BOARD, 80 TENANT: 23. 'DO NOT 8WO( DRIVEWAY 5701, SEE DETAIL 78/502. 24. 0100.90 TRASH ENCLOSURE LOCATION IF RECTO TO EXPAND PARKING 25. MODULAR RETAINING WALL. SEE CML 26. CATE8 RAILING• AMERICAN AECIS PLUS, COMMERCIAL SERIE5, 3' 00575, MAO 9' RAIL LEMON, M3 STYLE RAIL W/RING3, 8L4 LX. PROVIDE SINGLE 36' GATE W/DE4D8OLT LOCK 5EEDETAIL 19/302 /> I7 SPACES 49 9'-0'. 153-0' SITE STATISTICS TOTAL LOT AREA: 79,959 S.F.. 1.8 ACRES TOTAL GREEN AREA. 29,482 SF. - .67 ACRES. 36.8 % (.356 6ECTO) LOT ZONING - Ult rTEO BUSINESS, L8, P11D. USE PROPOSED: RETAIL, OFFICE, RESTAURANT TOTAL BLDG AREA: 72,480 S.F. 15.66 PARKING AND WALK AREA: 38,404 S.F.. .88 ACRES 486 BUILDING SETBACK 40'-0' PARKING SEIHACK: 15'0' PARKINCAreALYSIS BUILDING AREALE55 1014. 71,232 SF. FAST FOOD: 2,0005.F. 0 15/1,000. 30 STALLS 9 SPACES 49 9'•0'. 81.0' �" 8' -0' 7'-0' 8,0' 3 SPACES 499,0 27.0 COFFEE SHOP: 1,800 S.F. 0 10/1,000+4.22 STALLS OUTDOOR SEATING. 6 STALLS A 11. a'© IIH� NIMEME X1.21. %�r111 1ii�/iiii■iii EIMMIIII�� 711 p �O= Aism•S • �. 7 ro LG. 40'•0• OFFIC /RETAI4/RESTApRANT 12,440 SF I 1 1 t1 1 1 ® m4=4' muunr ii: imariiinnemiami :imiitaummJmna• ', Rini SZ:if jar inc ��y ►�Iiiii /4 m MEDICAL OFFICE/RETAIL: 3 + 1 /200 S.F. OR 5.5/1,000 SF .40 STALLS PARKING REDD: 98 STALLS rf/ =:►Iw PARKING DEFERMENT FUTURE PROOF Of PARKING: 74 STARS TOTAL PARKING AVAILABLE 98 5TALLS,98 READ. COFFEE SHOP AND FAST FOOD ON ALTERNATE PEAKS AND COFFEE SHOP HAS DRIVE UP THAT REDUCES PARKING DEMAND. PARKING PROVIDED 44 STALLS LANDSCAPE ISLANDS IN PARKING AREA: 84 STALLS/25R 100 4 336 3.FF. HOD. 693 SF. PROVIDED t' 11 I 1 1 1 1 1 1 I i I4 1 I I I 111 1 I 1 I I 1 ! 1 1§ I 1 I I I 11 I I 1 I I 1 1 1 I^ 1 I 1 I I 11 1 1 1 1 1 1 I 1 I 1 I 1 1 1 t 19 I ' 16 SPACES 49 9W4 144,0' FUTURE PROOF OF PARKING IF REQUIRED O SITE PLAN 1' -20,0' PROJECT LOCATION • APR 0 g 2006 (,hr? fat- ONO LAKES 0 20 •40 100 A PETER HILLER #12862 �kerby,am*Was l 4 MM eN,7MRa9on ,eew,e4Me,t e. um* mvsavervitIon w tut tun • any asiswe4.nk,Sa u,W, ,u lows echo Sine el Mimosas as sang., by yhe • M,eoL BID 0003l,100115 155UED 0000 Drawing History / Revisions CRY SUBMITTAL 1242-05 REVISED CITY SUBMITTAL 3.28-06 Supervising Office St. Paul, MN 752 Stillwater Road M61u0O1ed1, MN55115 0:651.671.1380 7'1 651.651.1900 7ralecf Archnect A.1'bib1( HILGER P07len 0 Drawn 6,, Checked By RA05-010 SEB /AA SGC Sheet Number sP1 SCALE IN FEET 1 INCH r, J0 FEET ( x 34 • SHEET) 1 INCH = 60 FEET W. r 77- SHEET) LEGEND SANITARY SEWER SOP WATER MAIN MATERIALS SANITARY 8" MAIN — SDR 35 & SDR 26 PVC WATERMAIN 6 ", 8 ", 16" CL 52 DUCTILE IRON PIPE SERVICE — 1" TYPE K COPPER NOTE; ALL SEWER INVERTS MUST BE ` VERIF1ED BEFORE CONSTRUCTION J 6 O BIRCH sTRFFT A INSTALL L _ _ 2 + CASTING RC.* 'I 3.4 :C - ^ -4.t _- - -fM57 EASEMENT- -. 2c tr -,S R(,'P tl as. =.x Ile INII Pit 6111M idallardailailIMIECIONZIE661.11.1111a21 NH - CONNECT 7D ai EX/ST..SANITARY� 1t7N 1 0 � (irFN1F» RE -8943 .•.2df 1E -ee9. 2, -P OP ED AS EN - 8•I.P. CIDAH 8E-8818 IE.eae.12 CONNE T TO EXIST.URUIIES iERI YX 13 aeaa ilISHIMMIIIMIraNaisbehins•MINIMII111111111•11111111•1111111114•411.1111111NEGAZEZiiii 1!1■■■■■pIrl ■/■1 MIME ■ ■■■■ ■■■ EP . us ■R1'1A R1 ■ e■ .tu altrua IWO _ ..■ 0001,0 X11 ■ '° • 16 n , :Ian a■■� ar.�i�i��:�'rri °�s:��I�� a ■■� a - �1r ■ ■■ ■■■■/ I I IRE 1 OFFICE /RETAIL 12,480 SF / 2LtU =-is' R31 O 2.25 IlltaCEIVED APR 0 3 2006 CITY OF LINO LAKES — I J uX 'i IE�870 .9 ----- -1 rj 8 1 2 7 3 6 4 5 - f1 N41 10 1 a2 - s'4to4to 4S� : 144•. L� '—�_ aE =t77sa 1E- 87B.8- f 115 77LF 1:- 869.53 I i (i ( /I1 1 1 1 I 1 i -_ l•. OUTLOT C -- • •� 5`- ,r2- 2,A385 RAI AI 0E2 24 / 1E.88 2. -QQ 0 c4. o -0T CITY OF LINO LAKES 19 IE=851.7 The location of underground utilities shown hereon are approximate and are bosed on field locations of visible structures or markings at the time of our survey and compiling information furnished by various utility companies and governmental agencies. 1111111/ BRUGGEId!N COMMERCIAL PASSE ENgigeatNQ, INC. CIVIL ENGINE SJ LR0O SURVEYORS MZMNEAPO¢:s "-" Iju05ON , CAMBAIU6E (763)740 - 4700 (j(715)382- 1150 (763)689 -4042 Email: paiseeposse- eng.com "W5 .0 A.{n"tOnJp P uan •�i c > no DATE REVISIONS BY 10/20/03 1 SAC V Kn 0008. c ccx TO, 52/8/05 1 era KMSf0 4T <l.. 2/57/04 I OFP PE55SEO Unl5n05 RECORD DRAWING MILLERS CROSSING PREIJMINARY UTILITY PLAN Pt KRF • • A /POLL F Y U1 • t pPL7! :.A7 7 5 X #: r awar _ to IFET (rr",t rr s Akre lrnv+eterieryrreasne n (yin ai J • =NM MAW NO 41111011440 AVM VOW VOIR NWT m a m`w'l� . >1rL1 St i4 "°m�Ae!m P nothsosAndf Tin My of LIM LOCI AI eversee epaimenteeiveserrieliagion. ..a ,4 enrol errs rm.n en s p 0° 617011 tTml saacema . '4 .lm[- malacmA • o . T 1. P0414712 S .T Fart Alm ME MCC E1 •407#66 SWAM DYeeWLL 164047 =YAMS ar 4IENNO O ' MUT= 14704 AE 1714100 71®[ as JIM W.111= 4 L lm�6711 0700 � D m Mm Mae •t7�M1tY alum. ICO= a raormior tor anoi6oeyr or mama mar G1 aawarany .416 anr caw M Atiatagq X1 I MATCA00I 10140106101C .30 MeV .700416 a7a471140101 !r7 err arc- anl.s00 wrest a ■em er. m.uasw : W 4; Jr ill! at Act 44 . MPS&- RK.1itL0 At 1 IF OA LAVA= ALL 10710103 ACM- MN LOT TAPE I *1.41 9•4'44 AT ON • *4E 4' es-a' m a nn A� *M *4.L sc =Manna to arre 7r ararrrarannmion ° soma COMM o c a ctn : • • • 0 Mai ALL nu was= rant fo@ #SAL A MOW reOE= nu roma 119 aux 1010' Lean MX 467000407 jLaWNT mu t L ualesu. D ALL 1.e' LOLL aDlr .? vim 'pie /Leant a n= CaMIMT MOO 04015016'.007etM{7D1 4.067. 104454• II /De ta4111103 1•ACrrir7Y ANN 100070•4 ET a04#*4 6004 M WI1 Ae li No 1016 0. OW AEPaT NO co on. roar 9a11L1 tarty war M MAYEll r YET 10071011 M Mae ~WPC C I*ID1 OAKITT I7s(4 AIF.AL 1aT Awararen•. ne1117ZES rO17s010014 NO M fa¢EP#T t�•mmra:Al6AmOrr for iceeiRitm 01071022ML . 32 AVANA0elfis. MOO, rO11RT UMW 1IIN ft 14; n0./LAN MO 14414' M .a :'aelr arA01DOODr SAIL. acme, mamma WE fawn 114.1104 Aesrrar•ar►m,,mr ics?*Z71. CLOWN alt 4001 JOINIZ MO:aI•41000 MIOR@ •L1 377E " • �Ort 11 �� A0'OV4* ALL -7k7444r • 1014. AON®00 Mr Ma= 119414E !Y A may mask NO 00ILM W6Im1 m MOT nvcr / uMTmr 1407 ON s►MM1r` Crf>o .Jr s. .11740111E: AVOW "`� .ar 140 �o crea Se.carnvcrar a.*LL lairr n1e At 4X • wW92(LL.AV R4 1so 4 iecuarne Amy max me • MUM • MIMEO 0.7 4114•61001740011W111640, MEM MILL IC — loam AL riainic nl recorrnacrlsr arlet RACOON L41e1'tp 70w7 .11 iR-.O oN0007 aasT9n1 ar fl�a7 NO • nCS17NE s +0414.0.0 1O1Io0err -o• I11001 N/Yar t art stoNos RAI INC 1°M.+m.I7 i7'Ar i IMMO AY 77C =menu /t AE& WIR towns MY '021T NO tr OWL AT we 1821Pommurr r M. fL1r0C70r 4141.01J-1101,00110161: MAW MC Lawn, 4'�6 @0R£L17E QECALL • • msae• #m m ems. • ��EB i �' •2. 1 • r, ?fir OF vtio Kin's MIN 10 • aD —J mi.rwwwww0rwwwmaww ∎min ya3ar 11 {srumurriammum mwwr,al4waI:J . l974wri....,_maraaraaim J6 ■ 1I L 4 •faZ: 0r7aJowE _' /E:z;ii.aiL-rr.S.ZizaaSizaii it`ii:11AJNIw1:/ ■— E %fa 0410.r assex area W 4 0.32: IS' IE.B119.59 n 0 ti fir-_ OU1LOT C t f 1 POND 8 AS 'GRADED �1i� • r-• •1 I • • • • ai6,416 . , 1! 088 NOTE _ :SElIIMEAI3A 30F1'iAREiC Bi^' POuv 'B pod .G ANGES's; • ..:_ P_R QSEfI urLT 0001D > u INLET 1: CIE -ass . rE -1199. 6 Lis . Remain • s•. •I*44*• •I Are • Aim milrommam IFS 1L+ 0 •10018 01006000 • 014410100 SUM 1 NOTES: HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL SCARIFY BOTTOM &SIDS OF HOLE PRIOR TO RANTING. LANDSCAPE FABRIC TOP SOIL SUBGRADE SHRUBS TO ITT ON SUBGRADE MULCH; 4' DEEP SHREDDED BARK SOD Y.V.0 EDGING LAN77NCSOIL CRNEWNG OF SHRUB IN RED 70 TAKE PRECEDENCE OVER OINENSION FROM EDGE ODECIDUOUS SHRUB DETAIL 7 1/2'. I'0' DOUBLE STRAND 14 CA. WIRE 36'0120' INTERVALS TREE WRAP TO FIRST BRANCH • - alb' STEEL STAKE MULCH; 4'0E0 SHREDDED SARK STRAP; 16'X 7 l/2'WIDE POLYPROPYLENE OR POLYETHYLENE �fiAGUNG; ONE PER WIRE 50D TOP SOIL 50808400 NOTES: SCARIFY BOTTOM & 511505 OF HOLE PRIOR 70 PUNTING 0007BAEL TO SIT • ONSUBGRADE 7.1( 2•X 24' WOOD STAKE SET ANGLE TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED. IT 1S THE CONTRACTORS OPTION TO STAKE TRIES; HOWEVER, THE CONTRACTOR 13 RESPONSIBLE FOR A4WTAWING TRE61N A PLUMB POSTDON THROUGHOUT THE GUARANTEE PERIOD ODECIDUOUS TREE DETAIL 1/7. DOUBLE STRAND 14 6A WIRE 36'0120' INTERVALS 8b' STEEL STAKE STRAP, 16'X I I/7 WOE POLYPROPYLENE OR POLYETHYLENE PUGGING' ONE PER WIRE MULCH: 4' DEEP SHREDDED BARK 500 TOPSOIL RADE X2. X24' WOOD STAKE SET 0 ANGLE 000734LL TO SIT ON SUBGRADE NOTES: CONFER 70 HAVE HARDWOOD MULCH UNLESS OTHERW LSE NOTED. NO MULCH TO BE IN CONTACT WIT H TRUNK. PLANTING SOIL SCARIFY BOTTOM & SIDES OF HOLE PRIOR TO PUNTING TWO ALTERNATE METHODS OF TREE STAKING ARE ILUISIRATEO IT IS THE CONTRACTORS OPTION TO STAKE TREES: HOWEVER, THE CONTRACTOR LS RESPONSIBLE FOR MAINTAINING TREES IN A EWAN POSITION THROUGHOUT THE GUARANTEE PERIOD. OCONIFEROUS TREE DETAIL 1/2'• 1b' NOTES: CONFER TO HAVE HARDWOOD MULCH UNLESS OTHERWISENOTED. NO MULCH TO BE IN CONTACT WITH TRUNK. SCARIFY BOTTOM B SIDES OF HOLE PRIOR TO PUNTING LANDSCAPE FABRIC TOP SOIL 1 K:1i' jj�'` 74:0.4./4x"0,.06 SUBGRADE ii ��rq.._." D ROOTBALL TO 517055 5718GRADE MULCH; 4' DEEP SHAW= BARK SOD "P.V.0 EDGING PLANITM SOIL CENTERING OF SHRUB W BED 70 TAKE PRECEDENCE OVER DIMENSION FROM EDGE OCONIFEROUS SHRUB DETAIL 5 1a._ 1, -0, QWNITY COMMON NAME BOTANICAL NAME 512E TBD LITTLE81UE5EM SCHIAZCHYRIUM SCOPARIUM 6' POT 18' 0.0 STAGGER PWLS NICKER 4' -6' B & e PURPLE CONEFLOWER ECNWACEA PURPUREA 6' POT 18.0.0 STAGGER 1 4,711. 8 STELLA DE ORO HEMMEROCAWS STELLA DE ORO' 6- P07770.0 STAGGER FMANUSPENNSYLVAMG'HMARSHALL' 1'e88 GOLOSIURM BUCK -EYED SUSAN RUDBECKIA 'COLDSTURM' 6-POT 12'O.0 STAGGER OPERENNIAL BED PLANTING LEGEND OPLANTING LEGEND .-3• -0•HIGI gri���' al - iNIMWIMMOMMIONE111111/w. s c ► ra1 1► s Y r MA I+ - .‘11111111P 11111111111/ • It& liminmainuiiiimiiiT aMiiiiii /iiiiiiiiisi►1iPAf iiiiiilaMI uummu ii!7imliiiiirirria G iciiiimmum i I_ PEREIIN141 em 1 1 ERENN41 Bm I � I 1 1 1 1 1 OFFI M 1 12,440SF AURA ANam iDGGiiiiiJiwwwwwwmumi I I I I 11 I I r.Aiete•/ h 1 1 I I 1 I 1 1 er e PRAIRIE SEED NIX '� AIIrTRts• ��Brtfa� _. ��l 4 °LANDSCAPE PLAN T' =30' -0' PLANTING SPECIFICATIONS 1. PLAITING BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF 10: AMENDMENTS SHALL BEAPPUED AFTER C 175747NNL 2. BACK FILL SOU USE SOIL EXCAVATED FROM PLANTING HOLE AND PROVIDE AMENDMENTS REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3' DIAMETER. 3. FERTILIZATION: ALL PLANT MATERIALS SHILL BE FERTILIZED UPONINSTAWn7H HUH DRIED BONE NEAL 017 OTHER SPECIFIED FERTILIZER MIXED IN WITH THE RANTING SOIL PER THE MANUFACTURERS INSTRUCTIONS. 4. MULCH MATERIAL• AS SPECIFIED ON THE LANDSCAPE PLANS. MASS MULCH ALL PUNTING BEDS TO 3' DEPTH OVER FIBER MAT WEED BARRIER .17 PERENNIAL RANTING BEDS TO RECEIVER 3' DEEP SHREDDED HARDWOOD MULCH WITH NO FIRER MAT WEED HARRIER ALL EVERGREEN AND DEODUOUS TREES TO RECEIVE 6DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH INDIRECT CONTACT WTTH THE TREE TRUNK 5. TREE STAKING ?SHALL BE THE CONTRACTOR'S REPONA8ILI P TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETA8S. IT IS THE CONTRACTORS RESPONSIBBJT' TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION ATALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD ESPECIALLY WHERE VANDALISM, SOIL OR WIND CONDNIONS AREA PROBLEM. 6. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY. HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE WRAP ALL DEODUWSTRELT PLANTED THE FALL PRIOR TOI 2.1 AND REMOVE ALL WRAPPING AFTER 5 -1. 7 RODENT PROTECTION: PROVIDE ON ALL TREE, EXCEPTSPRUCE UNLESS OTHERWISE SPECIFIED. B RAN7INC FLAN; ALL PROPOSED PUNTS SHALL BE LOG7EDGREq/LLY AS SHOWN ON THE PLANS PLAN TAKES PRECEDENCE OYER PLANT SOIEDIJLE IF DISCREPANCIES IN QUAN 716 27857 SPECIFICATIONS TAKEPRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS DO NOT SCALE 0MWW5 9. EDGING EDGING SHALL BE 4'P.V.0 COMMERCIAL GRADEEDG/NO WITH 5IX(6) METALANCJIOR STAKES PER 20 FOOT SECTION. ALL MASS PLANTING BEDS SHALL HAVE EOONGPLACED BETWEEN MOLD AREA AND ANY ADJACENT TURF AREA GENERAL NOTES I. LANDSCAPE CONTRACTOR TO VERIFY ALL UT77TY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (454 -0002) PRIOR TO STARING PLANT LOCAn065. 2. COORDINATE THE BIASES C7 CONSTRUCTION AND PLANTING WSTALUnO4S WITH OTHER CONTRACTORS WORKING ON SITE 3. WHERE FASTING TREES AND/OR SIGNIFICANT SHRUBS MASSING' ARE FOUND OK SIT C MIME SHOWN ON THE DRAWING OR NOn THEY SNAIL BE PROTECTED AND SAVED UNLESS MO570 70 BE REMOVED AND/OR ARE IN AN AREA 70 BE GRADED, ANY QUESTION REGARDING 8HE7 455 PUNT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO 1745ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL 4. ALL EXI5TWG TREES TO ASIAN TO BE FERTILIZED AND PRUNED TO REMOVE DEAN WOOD AND DAMAGED OR RUBBING BRANCHES. B 811 TREES AND SHRUBS ARE BALLED AND SIMLAPED. 6. NO PLANT MATERIAL SU8571TTIT7UH5 WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT-BY THE LANOSC4PE CONTRACTOR PRIOR TO THE SUBMISSION OF BID AND/OR QUOTA DON. 7. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDTDON OF THE AMERICAN STANDARD FOR NURSERY STOOL AMERICAN ASSOCIATION OF NURSERYMEN. & CONTRACTOR LS REPOVSIBLE FOR ONGOING MAINTENANCE OF ALL NEWLY IN S7ALLDHATERIALS UNTIL TIME OF OWNER ACCEPTANCE ANT ACTS OF VANDALISM OR DAMAGE 1411101 MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONS7B /CITY OF THE CONTRACTOR. 9. CONTRACTOR SHALL FRONDEA WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 10. WARRANTY FOR LANDSCAPE MATERIALS SHALL 8EON ON THE LATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL 8E CONSIDERED. I I: CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ON CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WSTH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. PLANTING NOTES I. NO PLANTING 7D BE INSTALLED UNTIL 02401740 AND CONSTRUCTION HAS BEEN COMPLETED W THE IMMEDLATEAREA. 2. ALL PLANT MATINIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE UNOSCAPEAROUTECT PRIOR TO ANY AND ALL D2005G 3. IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY 0017057406 W THE PLANTSELEC7IONS, SOIL CONDITIONS, OR ANY OTHER SITE COND1ON WHICH MIONT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL OR GUARANTEE THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCH/TECTPRIOR TO INSTALLATION. ADJUSTMENTS W LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED W READ SHOULD AN ADJUSTMENT BE ADVISED, THE DANOSCAPEAROIITECTMUST BENOTISED S. ALL PLAINS 70 BE7NS7ALLED AS PER RANTING DETAILS 6. ONE SHRUB PER TYPE AND 517E IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCIA7LRD WITH A PLASTIC TAG WM01 SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE 7. WHERE SOD /SEED ABUTS PAVEDNRFAC6, FINISHED GRADE 05500/SEED SHALL BEHELD I -BELOW SURFACE ELEVATION OF TRIAL SUB. OM. ETC 8 SOD SHALL BE LAID PARALLEL 70 THE CONTOURS AND SHALL HAVE STAGGERED JONTS. ON 5LOPES 57E0FR THAN 3:1 OR IN 041NAGESMALLS, THE 50D 5HAL187 STAKED TO THE GROUND. 9. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED 70 RECEIVE SOD. 70. REPAIR ALL DAMAGE TO PROPERTY FROM RANTING OPERATIONS AT NO COST TO THE OWNER IRRIGATION NOTES 1. LANDSCAPE CONTRACTOR SNARL BE RESPONSIBLE FOR PROVIDING A SHOP ORAWWG ILWSTMTING AN IRRIGATION PUN AND SPEOFICATIU4AS PART OF THE SCOPE OF WORK WHEN BIDDING THESE SHALL BE APPROVED BY THE LANDSCAPE AROIRECTPRIOR TO GOER. 2. VERIFY OCISTINGA'ROPOSED IRRIGATION SYSTEM LOCATION. 3. UNLESS OTHERWISE NOTED ALL SOD/SEED AND PLANTING AREAS INDICATED ON PLAN SHALL BE I00 X LRMCA0ID. THE IRRIGATION SHALL WCLUOE THE PUBLICRIJIT OF WAY BETWEEN PROPERTY LINE AND BACK OF CURB OR SOUND WALL WHERE NM LANDSCAPE IMPROVEMENTS ARE PRO POSED. 4. 1T SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 5. THE LANDSCAPE CONTRACTOR WALL PROVIDE THE OWNER AIM A WATERWCV7AWN IRRIGATION SCHEDULE APPROPR4TE TO THE PROJECT SITE CONDITTONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS A PETER M7ER i1546 I lwasby canny the. ebb FM *../fkeiea n-. rwi wo.nee, sVIR orlon A2IY nin.,N e,FAivn um.. Us Mn of W Stem ofMaaawa n sMMTW tor hand owl seal. 5 a' BID 0CICUAERMS ISSUED 0600 Drawing History /Revisions CITY SUBMITTAL '12 7205 REV7SFD CITY SUBMITTAL 3.28-013 Supervising 0 St Peul, MN 7525011water Road Mahlolnedi, MN 55115 P. 651.6311300 6: 651.631.1500 Pro l0er Arc Newt A PETER HILLER Patel .f. &°w" & Checked RA05-010 SEB /AA SGC Sheet Nu L QUAMTY COMMON NAME BOTANICAL NAME SIZE O8 AUSTRIAN PINE PWLS NICKER 4' -6' B & e © 4 BL4OSHILLS SFRUCE 05774 LIAUCA VENSATA• 4,711. 8 • I5 MARSHALLS ASH FMANUSPENNSYLVAMG'HMARSHALL' 1'e88 O2 REDMOND LINDEN TILLER XEVOHLORA 'REDMOND' 2'B &8 © 4 NORTHW000 MAPLE AIERRUBRUM WORTMYOOD• re O1 RAIXANT CRABAPPLE MALUSRAGLAN` I 'II &B JAPANESE TREEULAC STRING AMURENSISJAPAONIG M/LTES1EM 6'9 &B i 28 MISS RIM UUC SWING VELUTWA'MISS KIM' 78' -24' H, POT 35 COLDFL4MESPIM SPIREA BLINALDA •CXOF LAME' I8' -24'H, POT 10 27 RED TWIG DOGWOOD MINUS STCCOMFEM :r- -24'H. POT 10 RUCOSA ROSE 'CAREFREE BEAUTY' RUCOSA ROSE "CAREFREE BEAUTY' I7 -24 -u. POT 12 5 TECHNY COLUMNAR ARBORVITAE THUA OCCDENTAL/S YECHNY' 3' H, POT, SPACES 0.0 0 23 DWARF BUSH HONEY SUCKLE DERVILLA 705/[554 lF -18'N, POT 5 phNTfLU POTEN ILJA SPP. IT -18'H, POT 3 SA84 JUNIPER JUNIIERUS CO8NENSI5'SABA' 1T -,8'H, P07 76 GROCDSUMAC ANUS AROMAnG'GROW' 1Y, PDT OPLANTING LEGEND .-3• -0•HIGI gri���' al - iNIMWIMMOMMIONE111111/w. s c ► ra1 1► s Y r MA I+ - .‘11111111P 11111111111/ • It& liminmainuiiiimiiiT aMiiiiii /iiiiiiiiisi►1iPAf iiiiiilaMI uummu ii!7imliiiiirirria G iciiiimmum i I_ PEREIIN141 em 1 1 ERENN41 Bm I � I 1 1 1 1 1 OFFI M 1 12,440SF AURA ANam iDGGiiiiiJiwwwwwwmumi I I I I 11 I I r.Aiete•/ h 1 1 I I 1 I 1 1 er e PRAIRIE SEED NIX '� AIIrTRts• ��Brtfa� _. ��l 4 °LANDSCAPE PLAN T' =30' -0' PLANTING SPECIFICATIONS 1. PLAITING BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF 10: AMENDMENTS SHALL BEAPPUED AFTER C 175747NNL 2. BACK FILL SOU USE SOIL EXCAVATED FROM PLANTING HOLE AND PROVIDE AMENDMENTS REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3' DIAMETER. 3. FERTILIZATION: ALL PLANT MATERIALS SHILL BE FERTILIZED UPONINSTAWn7H HUH DRIED BONE NEAL 017 OTHER SPECIFIED FERTILIZER MIXED IN WITH THE RANTING SOIL PER THE MANUFACTURERS INSTRUCTIONS. 4. MULCH MATERIAL• AS SPECIFIED ON THE LANDSCAPE PLANS. MASS MULCH ALL PUNTING BEDS TO 3' DEPTH OVER FIBER MAT WEED BARRIER .17 PERENNIAL RANTING BEDS TO RECEIVER 3' DEEP SHREDDED HARDWOOD MULCH WITH NO FIRER MAT WEED HARRIER ALL EVERGREEN AND DEODUOUS TREES TO RECEIVE 6DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH INDIRECT CONTACT WTTH THE TREE TRUNK 5. TREE STAKING ?SHALL BE THE CONTRACTOR'S REPONA8ILI P TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETA8S. IT IS THE CONTRACTORS RESPONSIBBJT' TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION ATALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD ESPECIALLY WHERE VANDALISM, SOIL OR WIND CONDNIONS AREA PROBLEM. 6. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY. HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE WRAP ALL DEODUWSTRELT PLANTED THE FALL PRIOR TOI 2.1 AND REMOVE ALL WRAPPING AFTER 5 -1. 7 RODENT PROTECTION: PROVIDE ON ALL TREE, EXCEPTSPRUCE UNLESS OTHERWISE SPECIFIED. B RAN7INC FLAN; ALL PROPOSED PUNTS SHALL BE LOG7EDGREq/LLY AS SHOWN ON THE PLANS PLAN TAKES PRECEDENCE OYER PLANT SOIEDIJLE IF DISCREPANCIES IN QUAN 716 27857 SPECIFICATIONS TAKEPRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS DO NOT SCALE 0MWW5 9. EDGING EDGING SHALL BE 4'P.V.0 COMMERCIAL GRADEEDG/NO WITH 5IX(6) METALANCJIOR STAKES PER 20 FOOT SECTION. ALL MASS PLANTING BEDS SHALL HAVE EOONGPLACED BETWEEN MOLD AREA AND ANY ADJACENT TURF AREA GENERAL NOTES I. LANDSCAPE CONTRACTOR TO VERIFY ALL UT77TY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (454 -0002) PRIOR TO STARING PLANT LOCAn065. 2. COORDINATE THE BIASES C7 CONSTRUCTION AND PLANTING WSTALUnO4S WITH OTHER CONTRACTORS WORKING ON SITE 3. WHERE FASTING TREES AND/OR SIGNIFICANT SHRUBS MASSING' ARE FOUND OK SIT C MIME SHOWN ON THE DRAWING OR NOn THEY SNAIL BE PROTECTED AND SAVED UNLESS MO570 70 BE REMOVED AND/OR ARE IN AN AREA 70 BE GRADED, ANY QUESTION REGARDING 8HE7 455 PUNT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO 1745ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL 4. ALL EXI5TWG TREES TO ASIAN TO BE FERTILIZED AND PRUNED TO REMOVE DEAN WOOD AND DAMAGED OR RUBBING BRANCHES. B 811 TREES AND SHRUBS ARE BALLED AND SIMLAPED. 6. NO PLANT MATERIAL SU8571TTIT7UH5 WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT-BY THE LANOSC4PE CONTRACTOR PRIOR TO THE SUBMISSION OF BID AND/OR QUOTA DON. 7. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDTDON OF THE AMERICAN STANDARD FOR NURSERY STOOL AMERICAN ASSOCIATION OF NURSERYMEN. & CONTRACTOR LS REPOVSIBLE FOR ONGOING MAINTENANCE OF ALL NEWLY IN S7ALLDHATERIALS UNTIL TIME OF OWNER ACCEPTANCE ANT ACTS OF VANDALISM OR DAMAGE 1411101 MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONS7B /CITY OF THE CONTRACTOR. 9. CONTRACTOR SHALL FRONDEA WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 10. WARRANTY FOR LANDSCAPE MATERIALS SHALL 8EON ON THE LATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL 8E CONSIDERED. I I: CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ON CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WSTH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. PLANTING NOTES I. NO PLANTING 7D BE INSTALLED UNTIL 02401740 AND CONSTRUCTION HAS BEEN COMPLETED W THE IMMEDLATEAREA. 2. ALL PLANT MATINIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE UNOSCAPEAROUTECT PRIOR TO ANY AND ALL D2005G 3. IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY 0017057406 W THE PLANTSELEC7IONS, SOIL CONDITIONS, OR ANY OTHER SITE COND1ON WHICH MIONT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL OR GUARANTEE THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCH/TECTPRIOR TO INSTALLATION. ADJUSTMENTS W LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED W READ SHOULD AN ADJUSTMENT BE ADVISED, THE DANOSCAPEAROIITECTMUST BENOTISED S. ALL PLAINS 70 BE7NS7ALLED AS PER RANTING DETAILS 6. ONE SHRUB PER TYPE AND 517E IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCIA7LRD WITH A PLASTIC TAG WM01 SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE 7. WHERE SOD /SEED ABUTS PAVEDNRFAC6, FINISHED GRADE 05500/SEED SHALL BEHELD I -BELOW SURFACE ELEVATION OF TRIAL SUB. OM. ETC 8 SOD SHALL BE LAID PARALLEL 70 THE CONTOURS AND SHALL HAVE STAGGERED JONTS. ON 5LOPES 57E0FR THAN 3:1 OR IN 041NAGESMALLS, THE 50D 5HAL187 STAKED TO THE GROUND. 9. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED 70 RECEIVE SOD. 70. REPAIR ALL DAMAGE TO PROPERTY FROM RANTING OPERATIONS AT NO COST TO THE OWNER IRRIGATION NOTES 1. LANDSCAPE CONTRACTOR SNARL BE RESPONSIBLE FOR PROVIDING A SHOP ORAWWG ILWSTMTING AN IRRIGATION PUN AND SPEOFICATIU4AS PART OF THE SCOPE OF WORK WHEN BIDDING THESE SHALL BE APPROVED BY THE LANDSCAPE AROIRECTPRIOR TO GOER. 2. VERIFY OCISTINGA'ROPOSED IRRIGATION SYSTEM LOCATION. 3. UNLESS OTHERWISE NOTED ALL SOD/SEED AND PLANTING AREAS INDICATED ON PLAN SHALL BE I00 X LRMCA0ID. THE IRRIGATION SHALL WCLUOE THE PUBLICRIJIT OF WAY BETWEEN PROPERTY LINE AND BACK OF CURB OR SOUND WALL WHERE NM LANDSCAPE IMPROVEMENTS ARE PRO POSED. 4. 1T SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 5. THE LANDSCAPE CONTRACTOR WALL PROVIDE THE OWNER AIM A WATERWCV7AWN IRRIGATION SCHEDULE APPROPR4TE TO THE PROJECT SITE CONDITTONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS A PETER M7ER i1546 I lwasby canny the. ebb FM *../fkeiea n-. rwi wo.nee, sVIR orlon A2IY nin.,N e,FAivn um.. Us Mn of W Stem ofMaaawa n sMMTW tor hand owl seal. 5 a' BID 0CICUAERMS ISSUED 0600 Drawing History /Revisions CITY SUBMITTAL '12 7205 REV7SFD CITY SUBMITTAL 3.28-013 Supervising 0 St Peul, MN 7525011water Road Mahlolnedi, MN 55115 P. 651.6311300 6: 651.631.1500 Pro l0er Arc Newt A PETER HILLER Patel .f. &°w" & Checked RA05-010 SEB /AA SGC Sheet Nu L • "Mr T if lT T T '■'r - -r r T r L17 B 64 O• 374' -T ! T *Ir'•.r" 1-- r' -r- iwr '4P - r - -- r- "-7P'- 1111 37 -0' �IF11 11IIn11.11, J 'i•UIPI4I111 Y111I 1111 Iis1u1•, /IIj11/11111,1111I - 11111111II11111II!I.. 11111111 1111.11111.SI 1 111111111111111.1111111111. y. I111I111111.11111I111111IUn X1111111111111 1mmin ./1111111111 111\ I / 1111111/ 71111J. 1111II1111I�11IVI111 .IIBII.li�11�. ■�... n■Na,■u1n■n. ■ ■�1 WEST ELEVATION 32' -0- 0 32'-0' 0 0 VIII r11uII I!I 11111111. 0 -.01111111111101111111410.. ui111i11 °•III p O 11.11If1•O11i •111i'♦i 111 1e •111l11•1111II 111. 111•10�11I�11I1Il11Il111in10- -11 1'uII I•Il.I liI1/111I1. 11,iWillil - 1 CD - 0 CD OEAST ELEVATION lAr - ra GENERAL NOTES A KEYNOTES LISTED ARE TYPICAL FOR OILS DRAWING ONLY. B..- INDICATES CONTROL JOINT. C PROVIDE ADDRESS NUMERALS ® ENTRANCE DOORS. NUMERAL SIZE, TYPE. COLOR, 6 LOCATION TO BE DETERMINED POP THE CITY REQUIREMEVTS. D. PROVIDE LOCK BOX AS REQUIRED PER THE CITY FIRE DEPARTMENT. "1111 Y •• .+47 - -- 48- (7) PRERNISHED METAL FASCIA 'TP.T.7ir..1" -w- .'T_ -r ' - -5011. Tr wm0 EXTERIOR MATERIAL SCHEDULE TT T7 7' „- Br SIGN ORDINANCE SUMMARY LB DISTRICT REGULATIONS: - GROUND SIGN • ONE PERMRTED. MULT•TENANT SUBJECT TO MASTER SIGN PLAN_ ONE GROUND SIGN, 10 SF. MAX 10-01 HIGH, MAX 5,0'SET BACK TYPICAL BAY 32 S.F. EACH WEST ELEVATION AND ENOCAP.48 SF. (2? MEGA UNA -QAD KT) BACKLIT NEON CHANNEL SIGN l3 4" HARDI•PLANK MEGA BY TENANT PHONE SIZE/TH!CKNESL CHANNEL LETTER COLOR: STYLE: COMMENTS 32 SF. MAX EXCEPT INDCAPS AT 48 SF MFGR: JAMES HARDIE PHONE SIZE/THICKNESS: 4' LAP 6 8' TRIM COLOR: PAINT STYLE COMMENTS (3) VINYL (FAUX-CEDARISHAKE SIZE/THICKNE0L DOWNSPOUT LIMESTONE LEDGER MFGR: UNA.CLAO PHONE SIZE/THICKNESS: COLOR: STILE COMMENTS: MFGR: NATURAL STONE PHONE 517E/Ti41CKNES51 COLOR: NATURAL STYLE MATCH OUSTING HOUSING COMr4ENTE PAINTED VENT (9) ALUMINUM STOREFRONT WINDOW 200W- COMMENTS MATCH EXISTING (4> FYPON BRACKET T d/ MICA PHONE SIZE/THICKNESS: COLOR. STYLE COMMENTS: WALL LIGHT MILK: RUUD PHONE SIZE: COLOR: STYLE. • CFJS SERIES UP /DOWN CUTOFF COMMENTS SOW METAL HALIDE MEGA SME/TH COLOR: COMMENTS: DECORATIVE ELEMENT ONLY U STUCCO SIGN BAND ALUMINUM STOREFRONT DOOR MFGR: PHONE S12E/ HICKNESS: COLOR: STYLE' COMMENTS: RECESSED SOFFIT UGHT MFGR: PHONE: SUE/THICKNESS: COLOR: STYLE COMMENTS (T I) PAINTED WOOD COLUMNS MFGR: CUSTOM NEI COMMENTS: ACRYLLIC TOP COAT C MCA 00570)4 PHONE. SIZE/THICKNESS COLOR: STYLE: COMMENTS )1� HOLLOW METAL DOOR MFGR: CUSTOM PHONE' SIIE/THrc0NESS: COLOR: STYLE COMMENTS.: 'LY STONE COMMENTS: MEGA CULTURED STONE CORP. PHONE SIZE/THIOOV0S'S COLOR: EUCALYPTUS STYLE LEDGESTONE COMMENTS: MATCHES EXISTING HOUSING 26' -0- 54' -0' 40W- 42' -B- 7-4" 0 4/1 h.. mmbinl_ - ..1'1'1 1. 11 0 ■.11.11■ I11r11. .1)11 111111 11111111111111110. O 01131111111111 1 - 11111111111111111.. 11' 1114111111111 - 11111111111311111.11. uI ia .111111117 11111111111' II m1u1U1u1 111111111110. l 71 I111NIL:811n1111111 111 n111BIIL111111111111 .1;111111111111) 1111111111 11 111111111111111•111111111111111111111111i0. : -i }IMllmflunlml 130171 11110 11111111 2111.7*. 11mIlIIIlIIlIlI1.. _ 1111111111 ulIlIulIl iii,: 1� 1. ?.1E.P. I...u111111 1171)lI IuI 11111111111 1, n111 110 1 mamma 1ma i alp l i l4A 7.170 o zod 1111 ;MIII1111I l siustl7 ,....,11.201:1..1■■ui1 f. 1 Ifl .,,u°?: 1HIII�IIIII�III111111C ... .1..1 .1 .1 .1 II4 MN MN 11111:.1111 II111111■1111r111 11111111111111111111111 111111 1111111111111111;11111: aii 7Ii n p p © 0111': e I •III1 1111�1�111II u IIIli 1 11. 1111m111u11 �111111111 r .1110111 /111111111111 1111 1111111111111116. e111111 1111111111I 11111 11 111111 11M 11111 11 .1111`u111,111u1 111111•11111111 1111111111111111. 1 1O 1 111111111111110. 1111111111 1111111111111111111111 11 1. 1 - ,211111:11•111 mmutn11un1 un1nu111nn 1U1uB1111111111u r I 11111I111111111tr1i T0117,.."411-1811111111111111111111111i I 11111I111141111111H 11' 3'1 of 1111 1111111111111tinn 111� tUau11m ttr, ■W::::!:tut nnm: 3T'4- T ONORTH ELEVA77ON Z 1 /Lr 147 47.V 200 C7 40'-0' .,5757._ ._,. „_..- .......... .... 54'A- 26'-0' © oeffilru.. © 111111 1 1 111111 111111111 1.01 11111111. 0 X1111 111 1110..011 11111111111.. w.11118111 011111 - 111 u11I11 /'7111,. 1181:111011 11111111 1111 111111111IIul1.. �1ii1171 111111111 111 - 1 11 11111111 117,1111111 'luil�iiiIIi lllI)l111C1 III11IIIO11III•I111 III•n11UIII111lnII•lII111` ....111111111111111111111111111111141111 111111111 11111 1111111 1111III11L111111111111110.1 1 1lnulllluulul 111111II1u1111u111 11111 1111111JI 111111111111111111111111 1.111100 OII111111I 111 11)111111 111111111 1111111111111111111111111 .11I1111111I111lIllIl 1111111 111I111I )III 11111111III111u1/1111111111I1111M © ell 611,.. 0 9111111111111... ' -elllt'�I111lizei uss. O 11111111111 n •I11I11IIuII)l1., II III 1//11111 5757 111111111111 111b1. III 1.11111111111 - 11111111111 an pit.. 1 U1011101 11m.I1111 11111 111111.1111.1111111111. 11 III II 1111 111 .11111■ 1 111 111111111111114111111111111111111 111 1rb.'. I I I I 11 1/11111131 111 1 11111111 I 116 1 111111111 1111/111 1 111 I 1 1 II m m 11■ LI 11111:1114Ii',. 111111 111 •111111 la., e co 111I 111ZIIII 11111111:111 O -0•11111111111 11:1 - 1(• III.l.11111111., .. 11111111 111111111111111 1111111.1 P511 .4111p11111111111111 1111.11111111111 IIIL. 1111111171111111 4111111 1'111110 (11 11 11111111111 1 111111111111 111111IIIU1m1111111 1111111 11111111111111111 ■ 1 11: 1111111111 111111111111111DUUn1111_ IIII110111 11 7 111( 1111 ( 111101117: 11111011111.1111.1111111111111 W 1111 /1IlIll j .11111.114 1111111111111111111111 1111'1111101111Il I11111.1111111'III/11111� WuallRmlml/mllwm W111111111111171 III'l311111111111:uul E' J 11111. LIIIIl111I11111111111111711111 /111111 1111711111111111111111111111 1)111 111 I�y1 Imo' �/ =II 57.,57,._': :rEav -i.,_.,. CD CD OSOUTH ELEVATION 1 100 1W _1MT -57111_, --- E.7.11?.? 410 7'4.1 - • Off 1 . ` SJJ -a/ ME 0 ° °§ V 3i 1 A. PETER HILLER 01586 ,h. vnnffiat 146 Pi44 w.r.000044 w p.ertd I r.. w .Mer .n s 00040 . e11d Nn Ham adiaryrep.ter nercetrea undo 1M lam e(Ihe Sex* el Nea.w es s08470d I ms MM aM seat. 0 t O x a 5 BID DOCUMEN15155UED 6400 Drawing History/ Revisions CRY SUBMITTAL 12 -12435 REVISED OITY 50OMITTAI 2 -17-01 REVISED CITY 81181AITTAL 3 -2841 Supervising C S! Paul, MN 752StiUwaterRoad Mehtomedi, 040 55115 P. 651.631.1300 01 651.631.1500 77olect Arehl,R A. PETER HILGER • kcrA 55002. L Chadeac 05010 SEB /AA SGC Sheer Nu. A4. 1 1.;" T. T� '. '7C'. �' T .. "-Tr r 7" 3" Z. YCi.:- T 7. ._ +. .. _ -r S' 7 ' 10Z • ?ZS' 3" CIA. POST 6' CENTER TO CENTER OFINISHED GRADE 19 FENCE ELEVATION 1/4•- 30*X30'STOP S7GN 1781.7 BY LYLE SIGNS INC OR EQUAL ERICA. GRADE REFLECTIVE SHTG ON ALUM. 3•L0. X4'0.0. 11• WIDE CAST STL RETAINING RING THREADED FOR Q)1' 5, }SQUARE)If.AD MACHINE SCREWS -PLATED 4.013N0 SIDEWALK. 6•SAND CUSHION 8' D1AX 30'DEEP CONC FOOTING 2. ED. X 21.0.0. G4LV. S7L POST DISHED OUT FOR MAORNE SCREW REMOVAL 2.00 LA X2.9.OD. X30• GALV. STL. PIPE SLEEVE (211' DA. HOLES ®1- FROMT.O. SLEEVE (2)1' DA HOLES • C FROM &0. SLEEVE 04 X 8• STL RE-8AR 77(RU POST 1rX24• ONE WAY SIOI 0R6-IR BY LYLE 51G/f INC. OR E17UAI ENGINEERS GRACIE REFLECTIVE SHEETING ON ALUMINUM 4 rooxe OA X1.1/2 WIDE CAST STEEL RETAINING RING THREADED FOR (2) 0/8'5 7.112.5(2 HEAD MACHINE SCREWS PLATED FINISHED GRADE 4 -CONC. SIDEWALK 6'SANO CUSHION 8'0L& x30• DEEP GONG FOOTING 571.0 X2- 3/8.0.D. GALVANIZED STEEL P057 0171ED OUT FOR MACHINE SCREW REMOVAL 2.1/2" 1.0. X 29.0.D. X 30' GALVANIZED STEEL 8188SEEM (2) 3/4.04. HOLES • 90 3N• FROM TOP OF SLEEVE 21 (2)3/4' DIA HOLES B 180 4a 8- FROM 80T. OF SLEEVE u 04 X 8' STEEL RE8AR THRU POST r IL -TIS J 8 DO NOT BLOCK DRIVEWAY SIGN 1N -1,47 12 X 7CWWTE ON - MBE HDCP. P8XG 510)4 W/ 5200 NNE. SIGN 0R7-84 BY LYLE SIGNS INC OR EQUAL. 1r x64 VAN ACCESSIBLE SIGN VAN STALL ONLY SIGN 087.88 MATE ON EWE BALL- GROUND BY LYLE SIGNS INC OR , EQUAL 4 ENGINEERS GRADE REFLECTIVE SHEETING ON ALUM. &O. SIGN /EL:48'-60'AF.O ROUNDED CONC TOP 6' DA X TV LONG STD. 570. PIPE, FILL W/ CONC PAINT TO MATCH PAC -CLAD INTERSTATE BLUE r 00.x314 • = -: fir O.D. GALV. PEEL POST OSTOP SIGN HANDICAP SIGN WITH BOLLARD J4 13 3/4'. 1b' 314 -.110• 18•X 24' ONE WAY SIGN 086-18 BY LYLE SIGNS INC OR EQUAL ENGINEERS GRADE REFLECTIVE SHEETING ON ALUMINUM 3' IX. X 4'0.D. X 1.1/57 HIDE CAST STEEL RETAINING RING THREADED FOR (2) sir X I.1/2•SQ. HEAD MACHINESOIEWS; PLATED ROO ,..FINISHED GRADE 4- CONC SIDEWALK 6' SAND CUSHION 8-D4. X 30' DEFY CONC FOOTING r1D. X2.3,8.Oa GALVANIZED STEEL POST DISHED our Fox MACHINE SCREW REMOVAL OONE WAY SIGN 1 /s'. 1,0' ONOT USED 2.1/2'ID. X2.9.00. X 30• GALVANIZED STEEL PIPE SLEEVE (2) 3/4'01A. HOLES • 90 3/4' FROM TOP OF SLEEVE (2)3/4 DM. NOES 0180 6" FROM ROT. OF SLEEVE *4 X 11. STEEL RE-BAR 7HRU POST • 47 CONC. 51DEWALX W/ EXPANSION JOINT 6_ .r Ir PROVIDE PITCHED SMOOM CONC FIN. MIUMINOUS PAVEMENT BASE 24 D4. CONC SONONBE FTC UNDISTURBED 5)8GRADE O CURB WITH SIDEWALK r" 1`0 FABRICATED METAL L11701 BOX 80 SF. MAX LIMESTONE LEDGE (MATCH BOLDING) STONE (4ATC1 BOLDING) 30•X30• -� DO NOT ENTER 5)06 1785.1 81 17LE SIGNS OR EQUAL ENGINEERS GLADE REFLECTIVE SHEETING ON ALUMINUM ;P 3'LD. X4. OD. X 1-1/2" WIDE 0457 STEEL RETAINING RING THREADED FOR (2)5 /S XI.1/r SQ. HEAD MACHINE SCREWS; PLATED OFIMSHED GRADE 4- CONC. 't %� SIDEWALK 75AND CUSHION r048 730* FOEEP1)40 I - ()DO NOT ENTEITSSICW ' 8 1/4•. I'D" 72•X It' WHITE ON 804E BOCA. ARM SIGN W/ 5200 FINE. SIGN 047-88 BY LYLE SIGNS INC OR EQ. 5710. X2140.0. GALV. STL POST GRADE r LD. X 2-3/8' 0.11 GALVANDED STEEL POST DISHED CUT FOR MACHINE SCREW REMOVAL 2.7/2 LO X2.9'CID. X30• GALVANIZED STEEL PIPE SLED, (2)3/4" DA HOLES 090 3/4' FROM TOP OF SLEEVE (2) 3/4' OA. HOLES 0 180 6• FROM SOT. OF SLEEVE *4 X 8' STEEL 8E44R • THRU POST ENGINEERS GRADE REFIECTIVESHEETING ON ALUM. 8A. SIGN /i1A8,60-AFG ROUNDED CONC TOP 6'DAX r-0•LONG • STD. STL PIPE ETU. W/ CONC. !AMID MATO1 LAC -CLAD INTERSTATE BLUE r PROVIDE PITCHED SMOOTH CONC. FIN. BASE 24 DA CONC I 50NOTUBEFTC UNDISTURBED SUBGRADE -711 1_li- OHANDICAP SIGN WITH BOLLARD 12 3/4•. 1b' OCURB DETAIL AT SOD )•.)to• rr� TENANT TENANT TEN ANT TENANT mo: ram TENANT TENANT "11 • �� TENANT TENANT mom BA•• ___- - 1 EB1 8B AEU 16,0' MONUMENT SIGN ELEVATION l /4•. I' -0" 12 .d1�011O11. i�n�.laum,lc ASPHALT SHINGLES PAINTED VENT VINYL (FAUX CEDARI574100 PREFIMSHED METAL FASCIA . FYPON BRACKET 4'EIARDEF'LANX.S'E)ING LIMES7ONELIDGER •••uMUUSUommomm I E8••BEB••B••E8••EEE•BE••88• CULTURED STONE 1111111111111•=1•111111101111•111M Ms uu•uovsu mem NOTE" FOR MORE DETAILED 0TEJIIO8 MATERIAL INFORMATION, I SEE SHEET A4.1 TRASH ENCLOSURE ELEVATION 1/4•. 3' -T'77 .: -7 •6C C :X' it 7 II' 5 4 • N ACCESS HOLE WITH COVER 6 GROUND LUG BEHIND COVER faro V EOLTS FINISHED GRADE EL• 100'-0 CONDUIT BELOW FROST LINE METAL HALIDE 400W SPAULDING MEDALLION' SEE SHEET ESL STEEL UGFT POLE WITH MEDIUM BRONZE FINISH COVER GROUT BASE PLATE TO CONC PIER 88080 MEAT s 11� L =r _1f11-71 __ 1-10=! L I L i?-ne�1_11-11 II RUN CONDUIT e WIRING TO OTHER FIXTURES 24•DA NOTE CONC SASE POLE FLCTVRE, BASE BE EMIT e VYITHS /OL73 70 BE CAPABLE OF MP HWANDIAGA MINIMUM OF 90 MPH HIND 6 GUST FACTOR OF 30%; DEFLECTION SNAIL 808 EXCEED 5% *3 TIES 0 7r0.0 (5) 0S VERTICAL 8 SECTION A POLE REINFORCEMENT METAL HALIDE 400W AAL -7OWNE COMMONS SEE SHEET ESI. ki 5 ` -RTm UG1T POLE WITH MEDIUM BRONZE HARSH OLIGHT POLE DETAIL V2•• )14 MOM MIIMMIIIMMIIMM II MI IMMINErnirnMININIMMIII L-- --LlErn1111)4 -LR•�3f8• IS NEMO INa 'NM AA =1 MENEM u u. iiii OTRASH ENCLOSURE ELEVATION 9 10,0' RECYCLING 1 I� QTRASH ENCLOSURE PLAk, 7/4 -.1b- o l F/ x'157• 11 O r-H- gl .� E; O O V11 A. PETER HILGER 0158E IMrtlY aNN mat Ms M...M poemollie2 Inn a naeM �m sePerisM aM flat lam • my Npn M. Ms W. of the Seen e4Wee0eu m a4el044 •cal ) ®DOCl7bfBxTS mum agao. Dnwing HIS1ory/ Revisions GITYSUBMITTAL 1242-05' REVISED CITYSUBMITTPL 2.17 -06 REVISED CITY SUBMITTAL 3,2806 . SupaWsln9 0 St Paul, MN TSLStilwaler Road MahlomedL MN 55115 P. 651.6311300 6:651.6311500 trolecl ArshlNtt A PETER HILLER •?pialacrw OrewnW reed ;RA 050}4 SEB /AA SGC SAM Nub • 77 " i '3 Q8". " 3 7' .X 3C 73. 3: 'A X" ..751 3^ Z[: 'L^_'� 3 '•' S' T 33..=• .Ti 'S"if 'T' :'� Z :SG' T TS'T T- A �' T 3 T '3(' T £ 7f 1C MC' T 3 T id T 3 :3E17 3E' 74: MDP UTILITIES 101 207 SQ. FT °UTILITY ROOM PLAN 1/4'.1'-0' 7' -r CLEAR r- -1 0 4-7( 4,5 IL / rrq N �-r =tea 7,2. CLEAR OFUTURE TOILET ROOM PLAN 1/4'.10' 1 w rricDF 1 4yS. I L, \'k 1 \ \ / F -� -y ,/ nz' CLEAR 3.2" CLEAR 1 OFUTURE TOILET ROOM PLAN 1(4" = 1'-O' 200'8' °FUTURE TOILET ROOM PLAN 1/4'.1.43 37.ML X 1S f .r .:8: .7C ; . E Q KEYNOTES 1. WATER METER 2. FIRE SPRINKLER RISER 1 TELEPHONE BOARD, 4758' PLYWOOD 4. 4' CONCRETE HOUSIXEEPING PAD UNDER 514170! GEAR. (COORDINATE SIZE W/ELE'C CONTRACTOR). 5. STRIPEfl004 A7 ELECTRIC PANEL AREA I2' 712 EACH SIDE 36-70 FROST 6. 24.124. NOP BASIN W/FRP 48748' CN 711.0 WALLS AT BASIN. INSTALL 6 CAL ELECTRIC WATER HEATER ON RACK ABOVE BASIN. 7. ROOF HATCH, 4807E 8. 8' CHAIN HUNG FLUORESCENT NATURE 9. SHIPS LADDER TO. SUSPENDED C4S FlRED UNIT HEATER 71. HOUSE PANES W/OUPLE( OUTLET 12. EMERGENCY UGH! 73. FIRE DEPARTMENT CONNECTION, VERIFY LOCATION W/LOCAL FIRE AUTHORITY. 14. FROST PROOF HOSE BIBB WITH LOCKABLE BRASS COVER 15. CA514E1E45 FOR EACH TEN4047 i6. VALVE AND SUBME7ER AT EACH SPACE 17. NOT USED 18. PAINWATER LEADER W /O.FANDUTOHSUTATE). 16. FIRE DEPARTMENT LOCK 80K VERIFY LOCA77ON WITH CITY. 20. 6. SANITARY SEWER PROVIDE CLEINOUWS AS REQUIRED BY CODE AND WHERE INDICATED ON PLANS. 21. SANITARY SEWER CLEAN OUT. 22. CONCRETE STOOP FOUNDATION DIMENSIONS, SEE STRUCTURE STOOP FOOTING AND SLAB TO BE INSTALLED 8Y WRONG CONTRACTOR 22,. CONCRETE COLORED STOOP. C12 MESA BD5E FROM STD. COLORS OF L.M. 5040FIELD CO. CHRONLXADMIXTURES. 23. ONE DUPLE X OUTLET (WHITE, ON PERIMETER, WIRE TO TENANT PANEL WHERE LOCATED IN BUILDING. 24. UNOER0ACVND WATER MAW. 25. INTERIOR COLUMN FOOTING AT ELEVATION 984; TYI. (5) PLACES. 26. CANOPY 007LWEABOVE 27. SHARED BATHROOM WALLS 708E 6'METAIL STUDS. GENERAL NOTES A KEYNOTES 725775 REFER TO DRAWING A2. I ONLY. B. FIREEXNNGTISHERS F.E jj . WALL MOUNTED C SEE EXTERIOR ELEVATIONS FOR MOVEMENTJONIS. 0. D<WATERMAIN SHUTOFF VALVE WITH 558ME707, SEE KEYNOTE 16. E. gr ELEC7R 1CAL OUTLET o WE.,.I g CJD O 0 kw g P-11 Id A. PETER H7L0FR 01 581 I , out,* OW M.e.M.P.aM.v.a WI ',wed lynx or under e • e.Mn6410W my tea sovic mks. N n. Slat W Maack. a..NNRM wry 4.4.M IOW. 37,4- 47'•8 40,0' 54'0' 60,0" 80,0" 607/" 26'0' FLOOR PLAN 1/8' - 1'•0' BID DOCUMENTS ISSUED 0800 Drawing History /Revisions CRYSUBNR7AL 131289 REVI900 CITY SUB6T TAL 2.17-06 REVISED CITY SUBMRTAL 3.7846 Supervising 0 St. Paui, MN 752 Stillwater Road Mall6omedl, MN 55115 P:651.631.1300 F:651.631.1500 Prefect Architect A. PETER I LILGER Pro ject • 17.v Checked RAOS-010 SEB /AA SGC Sheer Nun A2. • AGENDA ITEM C.,B STAFF ORIGINATOR: Paul Bengtson MEETING DATE: April 24, 2006 TOPIC: Amendment to the Apollo Landing Hotel Final Plan and Conditional Use Permit Apollo Landing BACKGROUND Equinox Development was previously approved by the City Council (in the form of a PUD Final Plan) for a hotel that is proposed for lot 1 of the plat. The final plan application included the final building plans for the hotel as well as the final plat for the site. The developer is now requesting to add an additional floor of rooms increasing the total to 113 rooms. This will mean a five story structure with a height of 46 feet. These heights are simply the roof deck height. Parapets will extend beyond that height; previously the parapet would have met the ordinance limit, while the current proposal will extend the parapets to 4.5 feet and 7 feet. •ecause the original approval tied the height of the buildings in Apollo Landing back to the zoning ordinance; and because Section 3 Subdivision 4 Letter C which is titled `Height' requires a Conditional Use Permit to exceed the height standards of the zoning district provisions, this request is considered an amendment to the existing conditional use permit for the planned unit development on the site and an amendment to the planned unit development final plan for the hotel itself. ANALYSIS This site is located within the GB (General Business) zoning district. This district limits building heights to 45 feet. Within Section 3 Subdivision 4 of the ordinance the following subsection applies to building height: • C. Height. 1. Exceptions. The building height limits established herein for districts shall not apply to the following: a. Farm structures. b. Church spires not exceeding 60 feet in height. c. Belfries not exceeding 60 feet in height. d. Cupolas not exceeding 60 feet in height. e. Windmills. f. Solar energy devices. g. Chimneys and smokestacks. h. Flag poles mounted on a building. • • Apollo Landing, page 2 Non - commercial television and radio antennae, and satellite dishes. j. Parapet walls extending not more than four (4) feet above the limiting height of the building. k. Elevator penthouses. I. Cooling towers /water towers. m. Lighting structures for public outdoor recreational fields not exceeding eighty (80) feet in height. n. Lighting structures for public hockey rinks not exceeding sixty (60) feet in height. 2. Conditional Use Permit. Building heights in excess of those standards contained in the district provisions and any other sections of this Chapter may be allowed through a conditional use permit, provided that: a. Demonstrated need is established for the increase in height and said increase will not violate the intent and character of the zoning district in which the structure is located. The applicant is proposing a building that will be 46 feet in height with 7 feet of parapets extending above. That means an overall height of 53 feet. Anyone building within the same district would be allowed a 45 foot building with 4 feet of parapet or a 49 foot overall height. This means the increase is only 4 feet overall or roughly a 10% increase. Considering that the increased parapet height attempts to not only provide screening of rooftop equipment but also add architectural detail; it is a rather minor increase. Therefore staff doesn't feel that this increase would violate the intent and character of the GB-(General Business) zoning district. b. The site is capable of accommodating the increased structure size. The site appears to be capable of accommodating the increase in size, since it will not cause an increase in the building footprint the only concern in that regard would be the parking for the site. The revised shared parking analysis is attached to this report and shows that with the slight revision to the site plan to include more parking as part of this first phase of development, the site will still function with a sizable surplus. c. The potential increased intensity and size of use does not cause an increase in traffic volumes beyond the capacity of the surrounding streets. The current roadway and city utility systems will be adequate to serve the additional rooms. d. Public utilities and services are adequate. The current roadway and city utility systems will be adequate to serve the additional rooms. • Apollo Landing, page 3 e. For each additional story over the district limitation or for each additional ten (10) feet above the maximum allowed per district, front and side yard setback requirements shall be increased by ten (10) percent. The standard setback for the GB (General Business) zoning district is 30 feet and this project exceeds that by well over the 10% (3 feet) that this requirement ensures. f. The construction does not limit solar access to abutting and /or neighboring properties. A shadow study shall be required illustrating shadow encroachment on adjoining properties. g. There has been no shadow study done because of how minor the encroachment would be at only 10% for a total of 53 feet. The provisions of Section 2, Subd. 2. of this Ordinance are considered and satisfactorily met. Section 2, Subdivision 2 of the ordinance lists the following findings: a. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan. b. The proposed development application is compatible with present and future land uses of fife area. c. The proposed development application conforms to performance standards herein and other applicable City Codes. d. Traffic generated by a proposed development application is within the capabilities of the City when: 1) If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. 2) If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. 3) If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. • 4) The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or • Apollo Landing, page 4 F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. 5) Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. 6) The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer- financed improvements to correct any street deficiencies. 7) The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I- 35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties that contribute to traffic at the interchange. 8) The City does not relinquish any rights of local determination. 9) The proposed development shall be served with adequate and safe water supply. 10) The proposed development shall be served with an adequate and safe sanitary sewer system. 11) The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. e. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. f. Will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. Staff feels that none of the findings made for the original approval of the site have been affected negatively by this request. Apollo Landing, page 5 •LANNING AND ZONING BOARD At the April 12, 2006 regular meeting, the Planning and Zoning Board held a public hearing and unanimously recommended approval of this request. RECOMMENDATION Staff recommends approval of Resolution 06 -70 subject to the following conditions: 1. The project is still subject to the requirements of the Conditional Use Permit / Planned Unit Development — Development Stage Plan of Resolution 05 -63 and the Planned Unit Development — Final Plan of Resolution 05 -143. • 2. All parking shown on the site plan must be provided prior to the issuance of a certificate of occupancy for the building. 3. Future applications for the development of the remaining outlot will need to incorporate the changes made to the site plan as part of this approval. 4. A shared parking agreement must be recorded on all of Apollo Landing prior to the issuance of a building permit. cm„ta„,..t„ ATTACHMENTS • 1. Resolution 06 -70 2. Shared Parking Analysis 3. Site Plan, Floor Plans, and Elevation received March 16, 2006. - 7 9 - council Member Apollo Landing, page 6 introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 06-70 RESOLUTION AMENDING THE PLANNED UNIT DEVELOPMENT CONDITIONAL USE PERMIT FOR THE HOTEL AT APOLLO LANDING TO ALLOW FOR BUILDING HEIGHT IN EXCESS OF THE DISTRICT STANDARDS AND REVISIONS TO THE SITE LAYOUT. WHEREAS, the City has received an application for an amendment to the planned unit development conditional use permit approval for property currently described to -wit: Lot 1 Block 1 Apollo Landing WHEREAS, the amendment to the planned unit development conditional use permit approval request is based on the following submittals: 1. Hampton Inn (Apollo Landing) Plan Set received March 16, 2006. ; and WHEREAS, at their meeting on April 12, 2006, the Planning & Zoning Board conducted a public hearing and recommended approval of the amendment to the planned unit development conditional use permit subject to the conditions listed in the meeting minutes; and - WHEREAS, the proposed amendment to the planned unit development conditional use permit meets the requirements of the City's zoning ordinance, specifically Section 3. Subdivision 4. Letter C entitled `Height'; and the subdivision ordinance, subject to certain conditions of approval. NOW, THEREFORE, BE IT RESOLVED that the City Council of Lino Lakes hereby approves the amendment of the planned unit development conditional use permit for the Hotel at Apollo Landing subject to the following conditions: • 1. The project is still subject to the requirements of the Conditional Use Permit / Planned Unit Development — Development Stage Plan of Resolution 05 -63 and the Planned Unit Development — Final Plan of Resolution 05 -143. 2. All parking shown on the site plan must be provided prior to the issuance of a certificate of occupancy for the building. .D. Future applications for the development of the remaining outlot will need to incorporate the changes made to the site plan as part of this approval. 4. A shared parking agreement must be recorded on all of Apollo Landing prior to the issuance of a building permit. Passed by the Lino Lakes City Council this 24th day of April 2006. 41, ATTEST: Julie Bartell, City Clerk John J. Bergeson, Mayor Apollo Landing, page 7 Adopted by the Lino Lakes City Council this 24th day of April, 2006. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • • • • p N- o LO C� w co CD Z r r Y 5 c (I) CD CC 2E z O O ¢LL CO T N CO N M J 0 WEEKENDS WEEKDAY D_ O co 0 O r O O O O LO L() O7 Ch O) O 00 O LC) O • CD O O 0 0 O O O CD O) CID O O O LC) 01 o r O 0 LO O L() 'Cr LCD O O O O LC) O CD N ti O LC) O CO I- N- 0 0 0 Ln O O ▪ LCj N Cn O cc u Z CD SE CD O © u) 0 Q< ()0 00 r d O co LC) RESTAURANT N CO WEEKENDS 0 LCD a r O 01 CD CV N CD CO r C r LC) N r- CD ✓ r CO L!7 M ✓ Q CD • f— N r N LCD CO 0 CO 0) N O N O LO r WEEKDAY LO d O d O 0 O 01 01 C N 'Cr ND ✓ CO r LCD T N a0 CO N [t T O CO ▪ N T N LO f7 CD O �- CO N (1) CD I LL Y - 0 0 O 0 6 0 cc 00 CD 0 au- °v ✓ CO In Z J J O W W 2 CC CC ✓ N CO _82_ N PARKING PROVIDED SHARED PARKING DEMAND 1 1 2 3 4 9- 5 95 PERMANENT TOTAL PARKING SPACES ON LOT No. 1 256.50 Alf fht M�. ��: Ir ti r l`6 :14 " r.• 3• FRONT 1 YARD SETBACK ROCK, TYPICAL ULCH 8 TWeeN MENGE WITH ROVER „I I letz 66' -0" OF LOT No. 2 a4. �t r \ld 'OA %I o11/0. au u, PREPARED b o BLDG. PAD ' I d T- > 6 TEMPORARY PARKING SPA -. , •1•i■NI VINYL PeNCe SYSTEM I SIDES OP SITE GROUND GOVER AND BUSHES ALONG BUILDING PERIMETER. RERR TQ — LANDSC PINFG PLANS 1 W U Q N 9 12 ENCLOSED TRASH- & RECYCL NG 12 KING STUDIO (TYPE 1) 18 KING STUDIO (TYPE 2) 4 KING STUDIO SPA 8 KING (TYPE 1) 8 KING (TYPE 2) 8 ACCESSIBLE KING 1 DOUBLE QUEEN 55 DOUBLE QUEEN STUDIO 7 ACCESSIBLE DOUBLE QUEEN 4 BUILDING TOTAL 113 PARKING REQUIREMENTS: ONE PER GUEST ROOM 113 ONE VISITOR PER 8 RM's 14 EMPLOYEES 10 TOTAL REQUIRED 137 VEHICLES ON LOT No. 1 PERMANENT 95 TEMPORARY 3 VEHICLES ON LOT No. 2 PERMANENT 39 TEMPORARY 3 TOTAL PROVIDED 140 Q O. 13 6 INFILTRATION BASIN 92 L_ 18 MULCH BETWeeN PENCE AND CURB WITH RIVER ROCK, TYPICAL VINYL PENCE SYSTEM �'� .,.;,,:t... �„ rI� 11 •'. 3 SIDES OP SITE v1♦ a�r e ` + • o ... ;+err'— :.�: �+�a!�• a. »��„ -.1. i` ` _ %\ OVERALL SITE PLAN r • 30• -0' 1 322.21 ■ ■ 7 KING STUDIO (TYPE 11 KING STUDIO (TYPE 21 KING STUDIO ACCESSIBLE DOUBLE QUeeN DOUBLE QUEEN STUDIO GROUND FLOOR TOTAL 2 2 8 KING STUDIO (TYPE 11 4 KING STUDIO (TYPE 2) 0 KING STUDIO SPA 2 KING (TYPE II 2 KING (TYPE 21 2 DOUBLE QUEEN 11 DOUBLE QUEEN STUDIO 2 ACCESSIBLE DOUBLE QUEEN 1 SECOND FLOOR TOTAL 24 KING STUDIO (TYPE 11 4 KING STUDIO (TYPE 21 0 KING STUDIO SPA 2 KING (TYPE 11 2 KING ITYPE 21 2 DOUBLE QUEEN STUDIO 2 000BLE QUEEN 14 ACCESSIBLE DOUBLE QUEEN 1 THIRD FLOOR TOTAL 27 KING STUDIO (TYPE 11 4 KING STUDIO (TYPE 21 0 KING STUDIO SPA 2 KING ITYPe 11 1 KING (TYPE 21 2 DOUBLE QUEEN 14 DOUBLE QUeeN STUDIO 2 ACCESSIBLE ODUBLe QUEEN 1 FOURTH FLOOR TOTAL 27 KING STUDIO (TYPE 1) 4 KING STUDIO (TYPE 2) 2 KING STUDIO SPA 2 KING (TYPE 11 2 KING (TYPE 21 2 DOUBLE QUEEN 14 ACCESSIBLE DOUBLE QUEEN 1 FIFTH FLOOR TOTAL 27 MAR 1 6 2006 CT! '7; 1-1NO LAKES' E VOI 0 C Iv SJA Architects 11 E S1d6U Street Duluth, Minnesota 55802 Rep 718) 7244678 7t MI) 7244717 wrmtWydhrm.c ce IIMINCL'il1 r:1 ►r1. )id1 1( 2)OB Preliminary Review Drawings ��►Z�alX�i• Hamptom Inn & Suites Apollo Landing Lino Lakes, MN OVERALL - SITE PLAN I I L way M •Y Pk* irm •_ rig e.a ry •MINI ser NI l •• .w • • ..I ARNI war NM d to Me l Ylrrx• 044. Omar oin: A100 e 2 8 3 8 4 5 247 -0" TOTAL BUILDING LENGTH 8 6 7 8i -0" 22' -8" 12'-8" 12' -8" 16'-8" 12'-8" 12'-8" 12' -8" 14,8" 14' -8" 22' -6" 22'-8" 8'-0" sane 1��► EE it CZ I,- 'raI IR 1111 . C 1 BTA� ] r:, GXGRCI1u VENDING TORAG POOL VESTIBUIJe I ®I GOUND FLOOR OVERALL PLAN 3/32' a T -0' E — r L 1 O AOV ABOVE L 1__ S �J Z� s -- 10x10' HOT TUB 14,8 "1 24'-4" 14'-6"1 8' -0" 56'-0" 777KKK 111KKN 1111 17,062 GSF KING STUDIO (TYPE 1) 2 KING STUDIO (TYPE 2) 2 KING STUDIO ACESSIBLE 1 DOUBLE QUEEN 2 DOUBLE QUEEN STUDIO 1 GROUND FLOOR TOTAL 8 1 •RECENED MAR 1 6 2006 : 'l O:r 1..,NO LAKES E 0 MO C SJA Architects 11 E. Superior Sheet Sate 340 Duluth, tunes a 55802 Plow al I) 7241671 P- 011)7244717 wwA••iyd.rmm- Ihrt 1 i0 Preliminary Review Drawings iM.J t al1SlNI= Hamptom Inn & Suites Apollo Landing Lino Lakes, MN GROUT Jo FLOOR - OVERALL FLOOR PLAN A 1 rw e,w, .. Rr Ga, •m-.e•, s mot mw WOR•R RR. ,.e. q d""1 ••••••• r d 1 -. Orr Balms.. 40..w war b M a •• •.r d lames 0.• Me Or.- Chsellad1 as -7A101 a • •'"P b 30'-0• t Y .... 7 10x10' HOT TUB 14,8 "1 24'-4" 14'-6"1 8' -0" 56'-0" 777KKK 111KKN 1111 17,062 GSF KING STUDIO (TYPE 1) 2 KING STUDIO (TYPE 2) 2 KING STUDIO ACESSIBLE 1 DOUBLE QUEEN 2 DOUBLE QUEEN STUDIO 1 GROUND FLOOR TOTAL 8 1 •RECENED MAR 1 6 2006 : 'l O:r 1..,NO LAKES E 0 MO C SJA Architects 11 E. Superior Sheet Sate 340 Duluth, tunes a 55802 Plow al I) 7241671 P- 011)7244717 wwA••iyd.rmm- Ihrt 1 i0 Preliminary Review Drawings iM.J t al1SlNI= Hamptom Inn & Suites Apollo Landing Lino Lakes, MN GROUT Jo FLOOR - OVERALL FLOOR PLAN A 1 rw e,w, .. Rr Ga, •m-.e•, s mot mw WOR•R RR. ,.e. q d""1 ••••••• r d 1 -. Orr Balms.. 40..w war b M a •• •.r d lames 0.• Me Or.- Chsellad1 as -7A101 1 2 1 3 I 4 247-0• TOTAL BUILDING LENGTH I 5 1 6 I 7 a -0. 22 -'6• 22_6• 12' -8• 12'-8• 12' -8• 12' -8• 12-1• 12'-1• 12'-8• 14'-8• 14' -1• 22' -6• SECOND FLOOR OVERALL PLAN 3/32' • t -0' 1 POOL ROOFS BELOW 14,375 GSF KING STUDIO (TYPE 1) 4 KING STUDIO SPA 2 KING (TYPE 1) 2 KING (TYPE 2) 2 DOUBLE QUEEN STUDIO 2 DOUBLE QUEEN 11 ACCESSIBLE DOUBLE QUEEN 1 SECOND FLOOR TOTAL 24 ;..qT L' . MAR 1 fi 2006 ,-Z.. T . f 17 L1N,0 1 D C SJA Architects 11 E Seceder Street Seise 340 X14 Mineaofa 55802 Plim.0111 724.e71 FA C214724+117 lowcaramiduatown MOM gillit.1■111•11 Mirth 14, 2001 Preliminary Review Drawings iiiiiiil11111: WI*111111111 B Hamptom Inn & Suites Apollo Landing Lino Lakes, MN hiss 4:i44i11r11111111 SECOND (FLOOR OVERALL (FLOOR FLAN I b..6/ -w Rt w OM 4 mot w Oli.M It •a v at. y AtA ap.M•a ad t-1 -. t•/ R•yaM Anti! WI b t•- t to SW. l u•-t. Ono OR Modal ft Mb Yu err r: A102 / L � CANOPY ROOFS BELOW JJ POOL ROOFS BELOW 14,375 GSF KING STUDIO (TYPE 1) 4 KING STUDIO SPA 2 KING (TYPE 1) 2 KING (TYPE 2) 2 DOUBLE QUEEN STUDIO 2 DOUBLE QUEEN 11 ACCESSIBLE DOUBLE QUEEN 1 SECOND FLOOR TOTAL 24 ;..qT L' . MAR 1 fi 2006 ,-Z.. T . f 17 L1N,0 1 D C SJA Architects 11 E Seceder Street Seise 340 X14 Mineaofa 55802 Plim.0111 724.e71 FA C214724+117 lowcaramiduatown MOM gillit.1■111•11 Mirth 14, 2001 Preliminary Review Drawings iiiiiiil11111: WI*111111111 B Hamptom Inn & Suites Apollo Landing Lino Lakes, MN hiss 4:i44i11r11111111 SECOND (FLOOR OVERALL (FLOOR FLAN I b..6/ -w Rt w OM 4 mot w Oli.M It •a v at. y AtA ap.M•a ad t-1 -. t•/ R•yaM Anti! WI b t•- t to SW. l u•-t. Ono OR Modal ft Mb Yu err r: A102 2 3 1 4 1 5 24T -0" TOTAL BUILDING LGNOTH 8 6 7 22 -'6" 22'-6" 12'-6" 12'-8" 12' -8" 12'-6" 16'-8" 12' -8" 12'-8• 12'_6• 14' -8" 14'-8" 22' -6" Si 1 D 1 I■ DOUB UDIO [N -4 FI bf 111 sI• CORRIDOR CMIE um -4 ..ii K STUDIO Ella;me /H rte' 11."4 1 7, /\ tORRIOOK • rs II Well ; 1110.11 4 - 711111/ 41Ii117M.1 Fill (31 a. El K STUDIO THIRD FLOOR OVERALL PLAN (FOURTH FLOOR IDENTICAL) 14,375 GSF 3/32" - T -0' KING STUDIO (TYPE 1) 4 KING STUDIO (TYPE 2) 0 KING STUDIO SPA (TYPE 3) 2 KING (TYPE 1) 2 KING (TYPE 2) 2 DOUBLE QUUEN STUDIO 2 DOUBLE QUEEN 14 ACCESSIBLE DOUBLE QUEEN 1 THIRD FLOOR TOTAL 27 FOURTH FLOOR TOTAL 27 E MB 0 D ']'7 MAR 1 r 2006 SJA Architects 11 E. Superior street Sulte 340 Duluth, Mtneeda 55802 Phone (216) 1246676 fa 21I)1244111 rwwAINllyd.r.nmR IAEA 14, 2088 Preliminary Review Drawings Hamptom Inn & Suites Apollo Landing Lino Lakes, MN T1 uir-;D FLOOR OVERALL FLOOR PLAN 3gtayTt-l. Roo o 9-S I Away of Y K plot Walke.wA s mart w; and M A a.d wwrar w *NI 1 r ..M Ry.tww4 Wiled War 1 N. el es VAN d Yn.d. Own OK *NNW R a Wm 0... Ws: N.. No 0.1 Nu MOM A103 2 3 1 4 t 5 7 OPTIONAL. RAMP! PLAN T 247-0• TOTAL BUILDING LGNGTH OPTIONAL RAMIE PINTA' I 22'-6• 12-6+ 121_6. 12' -6' 12' -B" 22' -6• 22' -6• e'- K STUDIO ■ isl 11� /w Nei i!] II■ AIL EEO E K STUDIO •.tom.■ STOTO ®e • • MI MR IN I1I t•I ■ �w c .all Iv VI _ �sj 1lI LINeN STOTO ®O IN6® I El me LINe OP CORNICL' ABOVC, TYPICAL FIFTH FLOOR OVERALL PLAN 3/32- - r -0• 14,375 GSF KING STUDIO (TYPE 1) 4 KING STUDIO (TYPE 2) 2 (optional layouts shown) KING STUDIO SPA (TYPE 3) 2 KING (TYPE 1) 2 KING (TYPE 2) 2 DOUBLE QUEEN 14 ACCESSIBLE DOUBLE QUEEN 1 FIFTH FLOOR TOTAL 27 MAR 1 6 2006 C!:"7"1 C LINO LAr."". D c SJA Architects 11 E. &perk( Street Suite 340 Duluth, Misleads 55802 Ram R1l)124M7e Fs 1211)7241717 mid 11, zoo Preliminary Raview Drawings 11•1111:lasill OMEN Hamptom Inn & Suites Apollo Landing Lino Lakes, MN MI :144$111I11111111 FIIFTH FLOOR - OVERALL FLOOR PLAN I NNW earth OW IA oIw w-•ati twit w P.P.4 b w a -d•r t, ltl swill= -• O•I I •• • at/ vnk b Me al to SO- a, Wants Pao *a t.. •s .te Mat et.w N. A105 GROUND PL203 ■ ■ ■ !7R'4, la taL•as'e-Tac ttat 9An nC',EaY9 AR R, o..=iin.JuA>{S R RS1K1 �1. .141."'1 rJa .2a n,aue1'RY?i a 1.:0141..11 0,0 barkawnarac z.mci1 Fa "It Fiat ail.* uc..nrnacr- n rw ;u:mrw aM,Te+w� • °=.la; FRONT ELEVATION - CENTER LOADED LOBBY - - 111M assaaa 9 rA cti W'W j: :11RNtl' _ +9 aatairoada at-30a. a ..-11 aleRaNq. VIM.. A� MUM �'r°Gi�u ■M1 5_ smote vaster P001. WILDING IN POROORWNO iI 3/32 - 1.-0' EF.S. COLOR LEG1N3 COLOR 'k COLOR 0 COLOR C REFERENCE STANDARDS FOR APPROVED COLOR OPTIONS. b 1; .•i JI. d •. 5 0 004 aGROUNO FLOOR OW' NOW GRADC MAR 1 6 2006 CT! OF LINO LAr S E 0 C SJA Architects 11 E. SupeilDr Sheet Sulte 340 Duluth, A6meeo-a 55802 Rao C218)7244471 F. (21147211717 nno,rr.prmmmn Rah 14, woe Preliminary Review Drawings Hamptom Inn & Suites Apollo .Landing Lino Lakes, MN IIIMI:I14i111.111111 EXTERIOR - ELEVATIONS a .4*4 r P'ewN db •p.,im w1 OW l r 4 Nf v. N 0.0 a1 to able al Ib-o■ aid. Ds al No Dram 4* • AGENDA ITEM 6C(i) STAFF ORIGINATOR: CITY COUNCIL MEETING DATE: TOPIC: Michael Grochala, April 24, 2006 Consideration of Resolution No. 06 -66, Accepting Bids and Awarding Contract, Legacy at Woods Edge — Phase 2, Street Lighting Improvements VOTE REQUIRED: Simple Majority BACKGROUND: Sealed bids were received and publicly opened at 10:00 a.m. on March 30, 2006. The results of the bid opening are presented below. The bid package included two components as follows: Base Bid: Supply of materials and installation of Street Lights Alternate A: Long term (15 year) Maintenance Agreement • City Council action is required to award a construction contract to the lowest responsible bidder. • Contractor Total (Base Bid + Base Bid Total Alternate A Alternate A) 1 W H Response 2 Honda Electric 3 Killmer Electric Co., Inc. 4 Granite Ledge Electrical Contractors, Inc. 5 Forest Lake Contracting, Inc. 6 Collins Electrical Systems, Inc. dba ColliSys 7 Egan Companies, Inc. 8 Vinco, Inc. 9 1Collins Electrical Construction Co. 483,135.84 $ 606,325.00 $ 478,646.00 $ 584,308.50 I $ 509,750.00 i $ 519,037.60 $ 555,915.00 $ 653,306.93 $ 531,472.50 $ 145,800.00 $ 81,000.00 $ 243,000.00 $ 162,000.00 $ 243,000.00 $ 243,000.00 $ 275,400.00 $ 258,655.50 $ 476,280.00 $ 628,935.84 687,325.00 721,646.00 746,308.50 752,750.00 762,037.60 831,315.00 911,962.43 1,007,752.50 Engineer's Estimate $ 632,340.00 $ 324,000.00 $ 956,340.00 The low bid received was submitted by W. H. Response of Rockford, Minnesota in the amount of $628, 935.84 based on the Base Bid plus Alternate A. The bid is approximately 35% under the engineers estimate. A copy of the consulting engineer's recommendation and the complete bid tabulation are attached. • • • RECOMMENDATION: Staff recommends adoption of Resolution No. 06 -66 award the Base Bid and Alternate A to W.H. Response. ATTACHMENTS 1. Resolution No. 06 -66 2. Engineers Recommendation 3. Bid Tabulation rnteglcrcl Cnrcosn. $ 543856,0.0 $ 763855 Frsae Cnrcign. $ 597004,0.0 $ 727006 Clis Eetiaytm, IcbolSs $ 590764,0.0 $ 720767 Eaopne, Ic5,1.0 ! $ 254003,1.0 ic, Ic5,0.3 I $ 286551,6.3 olnlcrcl Cntutoo3,7.0 j $ 46200,0,5.0 • • • Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 06 -66 RESOLUTION ACCEPTING BIDS AND AWARDING A CONSTRUCTION CONTRACT LEGACY AT WOODS EDGE — PHASE 2 STREET LIGHTING IMPROVEMENTS WHEREAS, pursuant to an advertisement for bids for the construction of the Legacy at Woods Edge — Phase 2 Street Lighting Improvement project, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Contractor Total (Base Bid + Base Bid Total Alternate A Alternate A) 1 W H Response 2 'Honda Electric 3 Kilimer Electri $ 478 $ 483,135.84 $ $ 606,325.00 ! $ 646.00 $ 145,800.00 $ 81,000.00 ! $ sae nnn nn 628,935.84 687,325.00 Engineer's Estimate $ .632,340.00 $ 324,000.00 $ 956,340.00 AND WHEREAS, it appears that W.H. Response of Rockford, Minnesota is the lowest responsible bidder; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with W.H. Response of Rockford, Minnesota in the name of the City of Lino Lakes for the construction of the Legacy at Woods Edge — Phase 2 Improvements Project including the Base Bid and Alternate A in the amount of $628,935.84, according to the plans and specifications approved by the City Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. Julianne Bartell, City Clerk John J. Bergeson, Mayor • Adopted by the Lino Lakes City Council this 24th day of April, 2006. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • • • • April 3, 2006 Honorable Mayor and City Council City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 -1182 Attn: Michael Grochala, Community Development Director Dear Mayor and Council Members: RE: Lino Lakes, Minnesota Legacy at Woods Edge — Phase 2 Street Lighting Plan SEH Project No. A- LINOL0305.03 6.00 On Thursday, March 30, 2006, at 10:00 a.m., nine bids were received for the referenced project. The results of the bids are summarized below. A copy of the bid tabulation detailing the results is enclosed. Contractor Total (Base Bid + Base Bid Total Alternate A Alternate A) 1 W H Response 2 !Honda Electric 3 'Killmer Electric Co., Inc. 4 ' Granite Ledge Electrical Contractors, Inc. 5 Forest Lake Contracting, Inc. 6 Collins Electrical Systems, Inc. dba ColliSys 7 Egan Companies, Inc. 8 Vinco, Inc. 9 Collins Electrical Construction Co. $ 483,135.84 i $ $ 606,325.00 1 $ $ 478,646.00 $ $ 584,308.50 $ $ 509,750.00 $ $ 519,037.60 j $ $� 555,915.00 ! $ $ 653,306.93 $ $ 531,472.50 $ 145,800.00 81,000.00 243,000.00 162,000.00 243,000.00 243,000.00 275,400.00 258,655.50 476,280.00 $ 628,935.84 $ 687,325.00 $ 721,646.00 $ 746,308.50 $ 752,750.00 $ 762,037.60 $ 831,315.00 $ 911,962.43 $ 1,007,752.50 Engineer's Estimate $ 632,340.00 $ 324,000.00 $ 956,340.00 The low bid received was submitted by W. H. Response of Rockford, Minnesota, in the amount of $628,935.84 based on the Base Bid plus Altemate A. In reliance on our experience with W. H. Response and /or materials and information provided by the contractor, we have determined that 1) they have a sufficient understanding of the project and equipment to perform the construction and long-term maintenance for which it bid; and 2) according to their bonding agent they presently have the financial ability to complete the project bid. SEH makes no representation or warranty as to the actual financial viability of the contractor or its ability to complete its work. Accordingly, we recommend the project be awarded to W. H. Response in the amount of $628,935.84, which compares favorably with the engineer's estimate shown above. Sincerely, Robert L. Moberg, PE Proj ect Manager Enclosure nm x:\ko\lino1\030503\leaacyphZbidphase\recawardltr.doc -87- • 'ONI NOS1OPKIN3H 1101113 11JOHS V na 0)) (8 A W N - 0 (D CO V 0) N A CO N - 0 (D CO V Cr) O1 A w N r � r7 .. r S . . co (.5 CO (0 m (C m (0 10 13 < 10 10 10 CD 0 m W m 0 v a CA '01 v 8 , 3 :1 m Q ' Q. 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N > C) CO N 0 0 (D (3j Z 0 o CZ O O CO CO A A in in CO 0) -4 V coo -n (T O A O A m y v H A A r r r A 3) 3 ) 0 3 ) N N 0 N N O Z O (n m 0 c0) 01 7 n (y aleuialp/ + PIG aseg) lelol V alewalIV 'etal 0 0 a 0 0 0 0 _ m 69 N A W 0 0 0 0) 0 r ni rn 2 z rn rn D n O O 0 O 0 co O O 01 0 O 69 A. 0 0 0 plg ese8 lelol W W (J j 0) N N A W NJ 0 (O Co v 0 r 0 30 CD _ 0 0• N 0- E rn a m o' 0) v _ (D D 3 A A O) O 120/240 Volt Event Receptacle 0 r r r r (o co co co 0' co 0' 0- 0- 0 W CO 0 v 31:1 0 C C D ( ( D _ _ O CD CD 'O N .3) '3) CCD 0) 0 0 co m 0 Ca f F m m m CD 5' 5 C , n (l 0 M m m' 0 0 m cn A :3 '� En m m = 0 3' ST; o 'O • 7 0 _ NOIldI210S3O W3111 ON m m m m m m • _ 1 0 0 i I 0 = 0 0 IW I O CO N AILLNVflO 1 lINfl 69 W 69 69 69 I Eft ' 69 Eft O) j Al A ' -,I CO V _ W ICO '(O I J N - • m ; N Cn O O 0 O 0 0 O O 30I2ld lINfl C/) CA 7 rn Z r< r= 0 O� c r9N o a�rn Q- N c C � 7 N W Cr. 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N I O O • N W •ID 0) CD 0 0 CA V O A W 0 9 A CO W CD . N • ' 0) 0 CD Cn A N 0) N W 01 0 V N W CA 0 ' 0) V CA Co p O A 0) ' 0 0 0 0) 0 W CD O N A tD V V V 0 CO N . A CO V v A O Ca 0 0 CD O O O V N N V 0) A 00) 0 A W 0)) 0)) W 00) A N N 0 0 : Y L— 7 0 0 0 0 0 0 0 0 0 CNn v ONi UNi A W N -N+ O C0 m V 0) 01 A W N — 0 O O V CO A W N r r r r r r r G) cn co y = C C C C C c c W � - N W N 5' 5' m co t0 07 m co co CD CO 7 7 7 7 7 7 7 a . 5 W .0 .5. _ , , .5.. „ - C _ _ �. a 0 0 Ca4 Nn 0n 0 0 7 A N S S 07 O m = m m 0, 0 0 . f'c 8 o 0 ca m ro o m ro ro B. 5 E Z Z Z io m c c c c c c c M n n n m o 3 0 0 0 0 6 n a o 0 0 7_ a 7 7• 7• 7• 7• C . Q Q Q 7 7 7 7 7 o z z 7 7 7 f� 7 7 7• 7• a n n n n a o 7 0 o m a m CA n .07 'D 0 m 0 , W m `m m co 0 0 0 C •o 0 0 a. 0 v y rn 0. 0) 0) 0 n' 0 . • $. Q. �. I, `R• R 3. 00000 C) n 0 >> S �' 0 0 0 0 0 0 0 .o n 'n a a o :d O) N °' N :d .d a a a a a a a .a 0 0 G C -c W N ... 0) - c :c c c c 'c •c .c n n ..... N ,.O ;F ;i ,o 'o 0 0 0 .o o w a .c a 7 f) ? .� o m m O `E o 0 0 0 0 'o o ;m c c o m 10 :N !CD c Cp a 7 n ' c W 0 0 W 07 ;c ;0 N 0) :0 :� '3 0 0 o .o 0 F D '3 1 r !r r r !r 1r Ir • r r ,r 'r jr D h y "0 1 2 = = I= _ = 1= ._ 1= 1= _ != I u 1 . , n T :TI T , . . . 1 1 n 1 6 = C i N 1 1 N A i CO I i 1 I I I I N N I—. . � .,. ! ; 0, 0 1 m 'CO ! W � O 1 0 ; o i ■I I� I 1 .O I 1 I W 1 N 10 0. 0 5 :O 1 I • 0 CO N O 0 C0 t,, W O; 0 G 10 -1 I 1 O I I , 49 N 01 0 IO I 49 A 169 ' O O N V 04 01 O O IO I i A Cn 0 V 49 CO ' V V N 10 i I I I 44 149 I 149 W ■ CO I H ' V 0 1 0 01 , .. 1 0) 1 0 I 0 IO i0 I0 , W I 0) 114 N I Wp I0 44 V 0 N 1 1 I I I I 49 ! ( CO ;, 49 1 1 i CD '. 1 1 ' O) 1 CD : 44 49 149 m o I 0 ! 0 o b lb [o !!O Ion !,O 1 I I I _ I I I 49 I69 o. 0 N I!C07) 49 N O 44 0 O 44 CV)) 49 N ° ; i I I I 49 j '49 49 . 49 :49 1 _. A N :0 0 : O 0 0 lo 'O 10 O I I 49 CO I -CA 1 0 I 0 O 1 49 Cn 0 W 9) 1 0 O 44 N ... Of O O $79,212.00 $85,633.00 $16,300.00 N I 0 W 0 A O O I m I44 Sr N co CJ) V 10 O 1 0 0 1 0 I I49 :. CO ill') 0, I W 1 0 40 V I "co 0 i Cn i 0 I I I I 49 ,:44 I49 !! 44 1.N W 0) ' N 1,r• I A fD ' A ! O ' O O) it.) I CD I O ' 0 01 : 1 0 Cn i 0 0 1 0 , 0 0 0 OO O O O 1 G9 N 0) N 01 O O0 1 49 I v 0 1 0 :0 ' i i 0 49 I_ 01 0 O O 00'0065 $5,250.001 49 51) N 0 0 O I I I � I j 149 49 10 i as I &) — lop , 0 , W I 0 Ja 0: 0 10 .0 0 0 ` O :0 I O O 1 0 ;o ,b 1 1 0 O O O O 0 0 49 1 W 1 CA I 0 O I O 1 O fA 49 IN ! W 0 . CA 0 : 9 O i o O .0 0 49 49 F9 W 1A i W V IN ,N 0 1 0 , CT 0 1 0 1 0 0 1 0 1 0 o Jo 0 W Co 0 N O 0 I :0:: 441 W I as I co ICI A N I0 0 'A O V i 01 :0 10 0 Cn ,0 : O O O o ; o ! o Co O 0 o io lo o I I 03 ! 1 49 0 49 144 149 49 j 49 69 O 1 0 O O ' I A N 0 Co •-+ ; co V 1 0 j 0 O .o o '0 0 0 ;o ,0 0 49 N m o ' I 1 49 I as an N ' W 01 V 10 I N a '0 0 i I " ;<9 ! 49 W 0) ; . J 0 O: O ,0 0 :0 o N I CA N O O 1 0 : O • .49 ,49 4j I w 1 V I (9 1 O 44 44 149 44 44 fi 44 1 N 144 ''49 144 49 44 49 1C�.) •49 . :49 49 N 'A IN Cn 10 1A 'W A :-+ -w :V A ' . N iN 4 0 0 V 107 O) W Ito 7D iA .0 i0 'Co IA •0 'A IN N !CO 0) !CO '0 .0) W 'V •W N .0 0 ,0 CIO 10 O IO IO 1O 10 10 10 O IO O 10 IO :O i0 O :01 10 10 :O .O 'O IO O ,0 10 '0 10 O O !O 10 IO 10 !•0 1O 10 '•0 0 10 !O 10 O IO 10 10 10 10 118 '0 1 1 1 i I N I A C0 : A A, A 44 101 CEO Can t9 1 I I 0 W 1:-,4 N '.. A 0 A! tO O A W N I t9 I 69 0) : N !N .4 . N A •V O 1 0) V 0 '. 49 44 .49 1 49 .49 149 44 49 44 49 4A :CO 'CD 10 ;N •V 'A . V A .0 :O) 'O -O 'O :A 10 W !A •A A _0 49 W 0) A C1) 0 , 0 V I A : C D V N -co An ; th • J ' V ': O : 6 0 ) . 6 1 :4 ( 0 1 ( 4 0 4 ' CD , 0 ' V . 0 • V . 0 3 1 0 : C , 0 ) , 0 ) ' - 4 , ' O) : A N A ' W ! 0 : W V .0 10 0) ,0 , N ; 0 : 0 ! N :CO N 1 tncnrc) �. "392:".;:":710:""4.: � r 2 c0 0 r rt LT ( g )JJlNVlb' .uNfl 30INd 1Wfl 1500 1V101 z 1 5 m O a 0 0 o c z_ .Z7 0 m 1S03 1V1O1 0 0) O V) A s N 0 n) W m m w r O V 7 O O 0 2 0 N 3 0 a m 0 O 0 0 m V CO 49 49 N 0) CO N j tJ) CA 0 01 0 CD 3 L N O N O O O ni N m �� m a O co 0 3 0 m "— 00 o O1 Qm m m rn 3 a 0 m 3 T ? 0 r 0 rn Q 0) = 0 ;0 1 m O • z Z C0 (9 5 0 G I 6) CZ o Z y o m O (0 0 = n 2 m o z z S 7 Z = y f O A '‹ '` Z .P O 0 S.) QNi 7 D a or 0 0 0 O Fri N • (V aleujally + pig aseg) lelol CD 0) N V elew031V lelol EA A W O O O 0 O -93 -0 D 0 1 O O 69 0 O EA W O 0 O V O 69 N O O O N Cn V 31VN21311V 019 EA 0) N 0 PIS aseg lelol Er aro 69 II N W : N O 0 CD N 0 -co l N -co M '., co ':' + 0 ' O 0 !0 O ',O .N m o o O : O : O . O O 0 0,0 O 0 0 0 0 . O 0 0 0 0 0 0 0 ' O A 69 69 N ' N W A (o 0 0 O A CD A 0 O O CD 0 CA - 0 0 -1 29 i Lighting Unit Type Special 5 30 'Light Base Design Special z, i t t rnn P. - ntada with Metal Stanchion IITEM DESCRIPTION = 2 1 1 1 1 2 ! 2 2 6) C CJ N N CO CD N N C QUANTITY UNIT PRICE $2,398.00 $6,885.00 $31,040.00 $8,275.00 TOTAL COST EA 6 69 69 UNIT PRICE TOTAL COST UNIT PRICE c. W 00) w 6) 69 69 EA EA EA CJ 69 A (D W CD N W N V V N 0) 0▪ ) 0 O CO N CO N CO 0 (O W in �I O (D CO O 0 co 0 A A 15OD -1V1O1 O 0 m 0 V O O qn in (D 3 cr N 0 n a N 0 O N 09'599'89Z$ 0 0 11' n Co o L �. el.grochala \Local Settings \Temporary Internet Files \OLK361 Ibidtab.xls • • Di v 0) 0) 01 A CO N - O 0 0) V O) N . Co N at 0 1D Cc V Cr' tr A W- N r r r 0 r r r r o y Cn cn 2 C c c c c c c W CO 0 7 7 o N CD .1D 0) 7 7 7 7 7 7 7 ,p .'.. �t�f. ? z 'a m m m m 0. 0. 0. a d lD N 0 co m O co t0 0 CO 1) ' 0 m 0. 0 0 m o 0 0 0 0 0 o Z 0 p m . 03 N C C C 0 C 0 C c 0 > > a a 0. 0. 0. a a = Z co 6. of D m W m m tD m SD w tD co i ? 0 0 0 0 0 0 0 0 F 0 ri f . 0 C C C C C 0 C 7 0 0 0 0 -.0 0 .0 ^: C 0 0 0 0 0 0 0 m c; G) o Z Z 0 ;o Z Z 0 '� DOj '7 y C W 0) -00 W 'N IC tD 2 0 '> T 0. c CD 0 -CC 0 'o c ° CD CD 03 > 3 cco 00 30 0 0 to 7 7 7 7 CCCCCC 1��p r fD m m m m CD wo CO .01 N .cn CO CO . N . 0 0 . CD 0 0 (.3 d d , 0) 0) 0) co W D) SHORT ELLIOTT HENDRICKSON INC. eloadS edA1 gun 6u! -1/2 -inch Nonmetallic Conduit (Schedule 40) (0p elnpa4oS) l!npuo0 olgelawuoN youi- (06 elnpayoS) tlnpuo3 o!IlelawuoN you! -C 2 -inch Nonmetallic Conduit, Directionally Bored gun 6wty6ll anowea S= 2 10 i2 N N A D 3 3 3 'D 3 3 ;r r it r r .r r 1r !r it r ;r r 2 �2 :2 I2 IZ 'S 12 22 !-cI T 71 RI :-n I-n IT !�•1 !'11 i1 ,1 ;l7 'T :o 1 1 I I I I I 1 1 ! ! rn ' ! I o W W IU' i IW I h) 18 1 1 Di m W i i i % 1 1 ! I0 c o o i o ° ° g '0 ° o to o Ig ° W o ° 10 ° uogen!lgoyy, D N m Ca cn 3 I 9 W 0 69 -co 0 O I0 :f4 N i� 111 I0 44 !W Ja W O 0 144 I � I91 o W 0•) 0 1 9 9 9 9 49 44 4/1 CO 01 .N 103 IN 49 I� co co -CD Ic1 O o NH X1 10 M I A 49 at 0 0 1 o , n o 1n , En I c 0 o i o o O o I I 1 j N ; N W v ! j I ! - i0 3D IN ; N IN 'O 1CM 0 IO O ;o 18 i 1 1 i 1 1 1 1 I I Ien : - 146 1N I0) w ;49 I ' » &) I 0 j. 'O I03 'O :0) 1N V C0 • !V 10 1N !O tn IO .O i0 IO 9 '0 '0 10 Ip -0 Io 10 0 0 I 46 I a. O 1D O o z 0 m O m CC) 0 v 1 0 z C Z 0 z 1 • Z 1 9 .'C m 1s03 1V101 cncnrn � DI Z„*n0� o r '� o O cc o x. O. r co N wgd m 0 N (0 -. b C, g c9 -o cn 1 cD o CD CD C (V alewawd + p!9 aset3) lelol V aleweuv lelol N MA OVf V CO V 2 N ° 0 0 o 0 m n 8 0 7 N 0 0 0 • • SHORT ELLIOTT HENDRICKSON INC (y aaewa;ly + pig aseg) leaol 09 9L'L00'I$ V a;euJally 1e1o1 A N CO 0 O - 9 5 - iMonthly Lighting Unit Maintenance D 2 CD 0 to 0 0 V 31VN21311V 01B Pig aseg leaol cncnr0 m^ co go z K n g3 0 r r D — o r 0 t° 0 O G� N m N tra- fp o W i 5 S N s d cD ni; fn a:£m: :ar. Total (Base Bid + Alternate A) $1,007,752.50 '00 uogonJtsuo0 leoupai3 suipo0 w —1 a) cr ai O co LA 30 Light Base Design Special 31 Lighting Receptacle with Metal Stanchion 19 li lnhtinn Recentacle with Composite Stanchion II NO. IITEM DESCRIPTION m 0 ���Diii111 0 I Crn y7 2 '. 0 f111� 0 I 0 , m 0 1 UNIT -� :W eiN 00 co N IQUANTITY 1 $420.00 69 i 49 i y O 1 O ' CD H' 0 1 00 00 En CA 00 1 .Es) '. Cn 00 UNIT PRICE 49 a I -• NN Cn ID) Cn 10 O i 0 0 0 I 49 O Cn ' CO 10 1 N O .O iO 0 10 10 O O 1 O 0 1 0 1 0 - 69 N CO 103 O 0 1 1 N i0 -W iO ". O 0 TOTAL COST cncnr0 m^ co go z K n g3 0 r r D — o r 0 t° 0 O G� N m N tra- fp o W i 5 S N s d cD ni; fn a:£m: :ar. Total (Base Bid + Alternate A) $1,007,752.50 '00 uogonJtsuo0 leoupai3 suipo0 w —1 a) cr ai O co LA • AGENDA ITEM 6C(ii) • STAFF ORIGINATOR: CITY COUNCIL MEETING DATE: TOPIC: VOTE REQUIRED: Michael Grochala, April 24, 2006 Consideration of Resolution No. 06 -67, Accepting Bids and Awarding Contract, Legacy at Woods Edge — Phase 3, Streetscaping Improvements Simple Majority BACKGROUND: Sealed bids were received and publicly opened at 10:00 a.m. on March 23, 2006. The results of the bid opening are presented below. The bid package included four components. The scope of work identified in the Base Bid is work that is to be substantially completed in 2006. Alternate 1 consists of work that is scheduled to begin in 2007. Alternates 2 and 3 consist of stormwater drainage enhancements that are not necessary to complete the project. City Council action is required to award a construction contract to the lowest responsible bidder. Contractor Base Bid Total Alternate 1 Total (Sched B) Alternate 2 Total Alternate 3 Total Bid 1 Jay Bros. Inc. $ 725,352.61 $ 824,379.77 $ 77,642.40 $ 35,352.80 $ 1,662,727.58 2 Pember Companies, Inc. $ 725,707.50 $ 947,558.75 $ 89,960.00 $ 34,314.00 $ 1,797,540.25 3 LS Black Consructors, Inc. $ 796,299.74 $ 1,005,903.50 $ 87,468.80 $ 44,054.10 $ 1,933,726.14 4 Northway Irrigation Inc. (Invalid Bid) $ 102,375.00 $ 106,461.00 $ - $ - $ 208,836.00 Engineer's Estimate $ 747,492.00 $ 940,428.70 $ 69,200.00 $ 16,490.00 $ 1,773,610.70 The low bid received was submitted by Jay Bros. Inc., of Forest Lake, Minnesota in the amount of $1,549,732.38 based on the Base Bid plus Alternate 1. The bid is approximately 9% under the engineers estimate. A copy of the consulting engineer's recommendation and the complete bid tabulation are attached. RECOMMENDATION: Staff recommends adoption of Resolution No. 06 -67 awarding the Base Bid to Jay Bros. Inc., of Forest Lake, Minnesota in the amount of $725,352.61. The resolution also reserves the City's right to award the Alternate 1 bid no later than October 24, 2006 per an agreement with Jay Bros., and rejects Bid Alternates 2 and 3. • • • ATTACHMENTS 1. Resolution No. 06 -67 2. Engineers Recommendation 3. Bid Tabulation 4. Letter from Jay Bros., Inc. • • Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 06 -67 RESOLUTION ACCEPTING BIDS AND AWARDING A CONSTRUCTION CONTRACT LEGACY AT WOODS EDGE — PHASE 3 STREETSCAPING IMPROVEMENTS WHEREAS, pursuant to an advertisement for bids for the construction of the Legacy at Woods Edge — Phase 3 Streetscaping Improvement project, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Contractor Base Bid Total Alternate 1 Total (Sched B) Alternate 2 Total Alternate 3 Total Bid 1 Jay Bros. Inc. $ 725,352.61 $ 824,379.77 $ 77,642.40 $ 35,352.80 $ 1,662,727.58 2 Pember Companies, Inc. $ 725,707.50 $ 947,558.75 $ 89,960.00 $ 34,314.00 $ 1,797,540.25 3 LS Black Consructors, Inc. $ 796,299.74 $ 1,005,903.50 $ 87,468.80 $ 44,054.10 $ 1,933,726.14 4 Northway Irrigation Inc. (Invalid Bid) $ 102,375.00 $ 106,461.00 $ - $ - $ 208,836.00 Engineer's Estimate $ 747,492.00 $ 940,428.70 $ 69,200.00 $ 16,490.00 $ 1,773,610.70 AND WHEREAS, it appears that Jay Bros. Inc., of Forest Lake, Minnesota is the lowest responsible bidder; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with Jay Bros. Inc., of Forest Lake, Minnesota in the name of the City of Lino Lakes for the construction of the Legacy at Woods Edge — Phase 3 Streetscaping Improvement Project for the Base Bid, in the amount of $725,352.61, according to the plans and specifications approved by the City Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. BE IT FURTHER RESOLVED, that the City of Lino Lakes, Minnesota reserves the right to award the contract for Bid Alternate 1 to Jay Bros. Inc., no later than October 24, 2006 in accordance with written agreement with Jay Bros. Inc. BE IT FURTHER RESOLVED, that Bid Alternates 2 and 3 are hereby rejected. • Julianne Bartell, City Clerk John J. Bergeson, Mayor • Adopted by the Lino Lakes City Council this 24th day of April, 2006. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • • SEH April 17, 2006 Honorable Mayor and City Council City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 -1182 Attn: Michael Grochala Community Development Director Dear Honorable Mayor and Council Members: RE: Lino Lakes, Minnesota Legacy at Woods Edge — Phase 3 Streetscape, Planting and Irrigation Plans SEH Project No. A- LINOL0305.03 6.00 On Thursday, March 23, 2006, at 10:00 a.m., four bids were received for the referenced project. Please find enclosed a copy of the bid tabulation detailing the results. A summary of the bid results is also shown below in order of Base Bid plus Alternates. Total Alternate 1 Total Total Contractor Base Bid B) Alternate 2 Alternate 3 Total Bid 1 ',Jay Bros. Inc. $ 725,352.61 $ 824,379.77 $ 77,642.40 $ 35,352.80 $ 1,662,727.58 2 1Pember Companies, Inc. $ 725,707.50 $ 947,558.75 $ 89,960.00 $ 34,314.00 $ 1,797,540.25 3 1LS Black Consructors, Inc. j $ 796,299.74 $ 1,005,903.50 $ 87,468.80 $ 44,054.10 $ 1,933,726.14 4 1Northway Irrigation Inc. (Invalid Bid) $ 102,375.00 $ 106,461.00 $ - $ - $ 208,836.00 Engineer's Estimate $ 747,492.00 $ 940,428.70 $ 69,200.00 $ 16,490.00 $ 1,773,610.70 The bid submittal from Northway Irrigation Inc. is considered invalid due to an incomplete bid. The scope of work identified in the Base Bid is work that is to be substantially completed in 2006. Alternate 1 consists of work that is scheduled to begin in 2007. Alternates 2 and 3 consist of optional items that are not necessary to complete the project. Based on the Base Bid and Base Bid plus Alternate 1, the low bid was submitted by Jay Bros. Inc., Forest Lake, Minnesota, in the amount of $1,549,732.38. In reliance on our experience with Jay Bros. Inc. and /or materials and information provided by the contractor, we have determined that 1) they have a sufficient understanding of the project and equipment to perform the construction for which it bid; and 2) according to their bonding agent they presently have the financial ability to complete the project bid. SEH makes no representation or warranty as to the actual financial viability of the contractor or its ability to complete its work. Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110 -5196 SEH is an equal opportunity employer 1 www.sehinc.com 1 651.490.2000 1 800.325.2055 1 651.490.2150 fax - 1 0 0 - • • Recommendation of Award April 17, 2006 Page 2 We make the following recommendations: 1. Award a contract to Jay Bros. Inc for the Base Bid amount of $725,352.61. 2. Delay awarding a contract for Alternate 1 for a period of time until additional progress has been made on the entire development. Jay Bros. Inc., also the low bidder for Alternate 1, has agreed to extend their bid until October 24, 2006, to allow time for additional progress (see enclosed letter). 3. Do not award a contract for Alternates 2 or 3, as the bids are significantly higher than the engineer's estimate and the work is not necessary to complete the project. Please call me at 651.490.2147 if you have questions. Sincerely, Robert L. Moberg, PE Project Manager Enclosure nm x:\ko\lino1\030503 \I egacyphT hidphase\recawdltralts.dc - 1 0 1 - 'ON! NOSNOIH•11OI113 ThOHS O CD ID 0 01 V R 0) A 0) N -N. O 0 CO V O) N A co N - O 0 co V 0) N A W N 11 NO. 11TEM DESCRIPTION I UNIT 1 QUANTITY 11 UNIT PRICE I TOTAL COST 11 UNIT PRICE I TOTAL COST 11 UNIT PRICE I TOTAL COST BICYCLE CYCLOOPS BENCH -WOOD. 6.5' FT. UMBRELLA FOR DINING TABLE DINING TABLE C 1 P CONCRETE SEATWAI I PERFORMANCE CANOPY - PERGOLA LUMP SUNNi 'INTERACTIVE WATER FEATURE LUMP SU SELECT "B" TOPSOIL BORROW CONCRETE PLANTER CURB M P 0) A o IDETECTABLE WARNING AGGREGATE CONCRETE . CO CONCRETE SUB BASE FOR PAVERS NCRETE PAVERS CONCRETE EXPOSED AGGREGATE 1 -1.5" DIA. COLORED CONCRETE W /SMOOTH FINISH CONCRETE W COLORED CONCRETE W /LIGHT BROOM FINISH CONNECT /DECORATIVE SCORING TO EXISTING STORM SEWER STRUCTURE _ a z �n" 8th' DID Cnf Al. 10" PVC PIPE. SDR 35 4 - C • PVC PIPE SDR 35 STORM ASTING ASSEMBLY MANHOLE R -16428 10 SEWER MANHOLE (48" DIA ) 1 O 11 141 ,41 Imo, Iv v. Ill" • • YARD DRAIN BASIN C Z m o v D z S11CG CII -r GG Sl!`F NFA\/V III ITV RADING LUMP SUN M TRAFFIC CONTROL LUMP SUN O01117ATION LUMP SUN M n = EACH 1 LF I- EACH T SF 17 CO SF • SF SF EACH EACH r 'T1 LF T EACH HOV3 I CC) 1 EACH T O7 N CO N r CO 84 1 N O O N O 0) 0 150 I GI O 0 m O CD 127 0 N tD - 006 r - 41 N N O) O O o $2,230.00 44 O O 0 0 O O O O O 49 0 O 49 0 W O O p G if, N O O 40 o O 44 49 . O O O O 49 4 O O $12.00 4! 49 V 0 O o O O 4i E. N 01 O 49 0 O 0 - O Oo O $25.00 $50.00 $375.00 $500.00 $10.00 49 499 N 00)) 00)) O IT O 0) O 0 N O O N O b O O O O O $2,400.0011 4) 4 0) 0) O O -• s N O O 61 44 0 W O 0) O 0 0 O O 0 p $24,540.0 $100,000.0 69 V O CT) 0) O 49 CO W O N 49 0) N V 0 N O O O $37,842.001 4i A W N 0 O $2,800.00 $1,050.00 C AD 49 O N 0) CO O 0) O 0 O O O O p 49 49 W A N V O' 0 O O $3,375.00 $1,000.00 $1,000.00 49 49 49 49 49 N N N 0) N 0 N N N N 0 0 00000 O p N CO 0 O 0 W N W O O O 1 $82,600.00] 49 49 W N N 0) O C D O O 49 N N 0 44 N O O 49 . A W N 49 O) CO CA O $10.56 $12.28 CCDD V ' 43 0 CO A O O ) O 0 01 O O 41 49 N 7D V O O O C) 49 00 No O N CAD CD N O O O O O 49 -' CD W N V O O O O $1,500.00 $24,200.00 $3.00 $1,200.0011 d9 OD A A O O 49 00 A 0 O O O 6- 0) -+ 01 O O O V W CO 0) N CO $79,275.00; m N 0) 0 O O O N CD A CO V O Co N 49 0 N O) N CO N N O V 0 0 49 N -� 0 O O O N on 0) 0 O O O N W j 0) O $1,842.0 $780.00 $900.00 $74,547.00 $2,674.621 m N O o O 49 (b Cam)) N CO CO O O O O O O 00'96$ 00'L6 L$ $1,500.00 $24,200.0 $2,700.01 N N O 0 O 0 O 4y) O 00 O O O 4�9 - 0) O O O W N co O O O CAA 0) N O O O 01 CD N O O Ea CO QI 0 O O O 4,9 CO CO 0 O 0 49 A W f0 O 41 49 V C) O O O N A O 49 49 A N W A O O $15.80 �I $24.30 44 CD N O 449 N 0) O 49 p) A W O O O O O 49 CO CD N O $33.50 49 N m CD O -co CO V o O V 0 O 'o O (00 0 A o O 00)) W CD o O OII $18,600.00 49 N co 0 0 b 0 49 CO A co O $21,120.001 49 (0 co CD O O CO O O O N j N O O W N 0 0 0 O O W Ca) W 0 O O O $35,910.201 49 0 b N 0 co N O W O O 69 b A. O O $23,320.011 CO" In s b _S2— $5,735.4011 49 W O) A N O O 43 0) V N O O O CO N W CO O O O 449 49 0 0) A fJ O O o O O $343.891 1 49 N co O O 1 $874.001) 100'006'9$ 4) co 0 A o O 49 N W CD O O 449 00 CD O o 0 0) C) 0 O O 0 1 $3,240.0011 N O N O o b 0 - 102 - WrOrn 'A (� 0 -- 1 .+ o C o tn 41) 0) ID 7 N 49 V 41 CO O O W m m a 449 69 49 43 O N V CD O A A O o • N O. O O O 49 49 49 W CN) CO CO N N N `..1 O O N CO 9Z'01,9'L6L' L$ 49 49 N N A 01 P N J � 49 49 449 43 CO A CO • . ID • co 7.4 A co 0 O0 O �I O O 81ew11S3 S,J0001683 'OW $aluedwo'l ioawa.-1 'ON1 NOSNOId•11OI113 f IONS m V 00) 0 A (C�7� W N - O CAD S BENCH - METAL, 6' FT. SELECT "B" TOPSOIL BORROW CU- STRUCTURAL SOILTM' FOR SIDEWALK AND TREES IN GRATES DETECTABLE WARNING AGGREGATE CONCRETE CONCRETE SUB BASE FOR PAVERS CONCRETE PAVERS . CONCRETE W/DECORATIVE SCORING SITE GRADING LUMP SUN TRAFFIC CONTROL LUMP SUN 1MOBILIZATION • LUMP SUN EACH 0 AO SF SF 1 AS 0) - V 1940 1 204 20927 21345 31422 EACH I - s $30.00 $1,450.00 $95.00 m 4A co O I- $4.00 V 49 CD O H (7) 0 O O 19 N 0 O A Op CO C3 V 1 O O 88 $184,300.00(j 63 W O CO V 0 0 O 99 C71 W O A O 4± CD A m CA O O 49 C71 N O 49 N 0) O O A CO O O 44 01 4A 49 N p3 O 000 $25.001 .C�7) 0al fJ9 N _(7? W O1 O A O O 0 0000 49 _co Uj 0 -' (0 N N A 0 0 0 0 N _ 0 O 0 $26,000.00 $3,500.00 $52,000.00 $155,538.90 $92,850.75 $104,635.00 $39,700.00 $4,520.00 $38,300.00 $5.20 $5.40 $4.00 $12.40 $139.00 $44.80 $1,910.00 G9 � 43 49 49 -• A N CO 0 11 CO W A CWO W 0 00) N 0 0N) CCO O CO N 0 00001(0 A O O O Oo_O Po' 0000001 018 asve - n101 V N N V V 0 CO A V . CA 11 A A A W A N A A 0 W ID CO 00 CO V CO CD CO C71 CO A CO CO CO N CO D IRRIGATION FOR HANGING BASKETS IRRIGATION FOR SCHEDULE A LUMP SUN{ SHREDDED HARDWOOD MULCH BULBS PERENNIALS, #1 CONT. DECIDUOUS SHRUB, 12° HT / #2 CONT. DECIDUOUS SHRUB, 18" HT / #2 CONT. CONIFEROUS SHRUB, 24" HT / #5 CONT. DECIDUOUS TREE, 6' HT. / #10 CONT. HANGING BASKETS FOR LIGHT POLES SOD, MN /DOT 3878C, SALT RESISTANT SOD SOD, MN/DOT 3878D, MINERAL SOD CONIFEROUS TREE, 8' HT. BB CONIFEROUS TREE, 6' HT. BB DECIDUOUS TREE, 2.5" CAL BB DECIDUOUS TREE, 12' HT./#20 CONT. STEEL EDGING (PLANTER AREAS ONLY) TRASH RECEPTACLE (ITEM DESCRIPTION o EACH I EACH EACH EACH EACH EACH LF EACH SY SY EACH EACH EACH EACH EACH Z 1 0 i 205 m 2632 245 1282 O V 70 16 760 2985 16 5 111 34 O) l QUANTITY W C11 O 0 $38,500.001 61 49 69 49 49 49 H 49 49 49 49 69 W CO A CO A 01 49 N A A 01 0 C71 0 0) 0 43 69 V O O N- O O O O O O O O 0 W 03 0 O O 0000000000000000 11 UNIT PRICE N In O O O H _OD O O 0 O 00'09Z'OL$ 00-9EE'E$ 00'0I'9'Z9$ 00'008'6$ come L9$ 00'09t $ 00'00 VZ$ 00'006'1- L$ 00'OO1'1714$ 00'09L' L$ 00•004'9$ 00'996'9$ 00'09Z'Z$ 00'008'Z$ 00'00L$ 00.000,9$ I TOTAL COST 0 A m O $1,051.00 $7.37 $100.00 $2,42 $2.25 $325.00 $245.00 $476.00 $215.00 $176.00 $42.00 $38.00 $38.00 $15.00 $1.76 $49.00 D UNIT PRICE $48,531.0 $6,160.0 $6,306.00 $515.90 $1,600.00 $1,839.20 $6,716.25 $5,200.00 $1,225.00 $52,836.00 $7,310.00 $1,232.00 $378.00 $48,716.00 $9,310.00 $39,480.00 $2,935.68 $10,045.00 J TOTAL COST $46,800.001 $371.00 49 44 61 63 69 44 69 61 N 69 -' N N CEO CO CO co O 0 69 49 CWO W -CO D) W 07 V W 0 W W N N N O CD O O 1071 co 01 O O 0 O O 0 O O (71 0 0 0 UNIT PRICE N A SI 01 0 00 $11,040.00 $2,702.00 $6,240.00 $1,634.00 $6,268.50 $4,832.00 $1,040.00 $34,743.00 $6,324.00 $931.00 $286.20 $35,38320 $6,247.50 $35,005.60 $1,751.40 $5,883.50 I TOTAL COST - 103 - wrom mtnm Tom Z -C) m4-0) rmorc z m mwiy y0 al - � • O fD O. ato C) o A C) co W O 'D L1 N 0L'0 L9'ELL' L$ (9 pews) L alewallV lelel 49 49 to 49 0 (00 CO A A N C V O O N 0 0 IV ID ° °0 p6 CO V CO V O) 10 Q) 0) _CN7) N N N V (71 P N 0 N A V O O V 03 - CD 93'069'L6L' L$ 43 49 It 41 0) CD CO V 3 V 9, CD V 0 G O) V O O ( 0 elewils3 S,JaauIu3 C_ LU 01 0 O •ouI 'sawedwo0 Jogwed 3 0 CU (n N 0 A m � A nN co O N a (0 SD 52 (0 Cn O m 0 A A N V 0 - t 0 r O -1 V O O N N CO N E 31VNH311V 1V1O1 49 0) 0 O 0 0 C 31VNH311V HO3 NOIIVDIHHI S11OS U30HOJNI3H H3SEI Cn -n 31VNH311V 019 0) O co* 0) 0 O O 49 O O 49 N O). 0 0 0 49 CO m O 0 49 0) O O O 4, N 49 W 0) O O O W CO co CA 0 49 V O O 0 O 49 co 01 4_9 V tD O O O CO N Cn A 'co 0 3.LVNH311V 1VIO1 e m 0 0) m 0 0) 0 Cn 05 m m m 0 0) Cn T w CO 0 0 0) 69 V V 0) N 9) 0 O rr m z z m N C) 2 m 0 V 0) 0 (D 0) CO 0) 0) V 0) 0) CA 0) A 0) 0) W N 0) 0) Ut 0 (0 IRRIGATION FOR HANGING BASKETS IIRRIGATION FOR SC ULE HED B LUMP SUN1 SHREDDED HARDWOOD MULCH PERENNIALS. #1 CONT. 7 i TI 5 n D Ea" v 4t N 0 DECIDUOUS SHRUB. 18' HT / #2 CONT. DECIDUOUS TREE. 2.5" CAL BB HA SOD MN /DOT 3878C. SALT RESISTANT SOD NGING BASK1 =fS FOR LIGHT POLES (TREE GRATES 5' SQUARE 1 n n n n -1 D m Lier.v -i c cvCI 1ITEM DESCRIPTION 0 -< EACH PEACH D 0 = EACH 0 -< EACH C) _ EACH EACH a' 83 I co m 344 88 o 1 I99 m m Chi) CO in 9 o $52.00 $21.001 49 Cr, 49 o ? Cn O O CO O 419 N 0 $1,245.00 49 A 0 A N 0 UNIT PRICE 49 CO CO IT O O 0 O .69 A W 0) 0 0 $8,358.0 $14,276.0 49 W -CO CO N O 0 41 VW A W Cn O O ( 1 CO O 0 $4,550.001 49 N N _ O 0 O 49 N 0) 0 O 0 O N A (O O 0 O ITOTAL COST d 0 J of cn X) li ' $385.001 -.4 O O $14.85 CO O O CO O O 4i 0) O 0 $2.42 99 O 0 O 49 O 0 O 49 0 -+ 0 O 49 O 0 O II UNIT PRICE A V O V N O O to A O 0) V O O 49 (n CD O Co O $3,344.01 $4,043.821 49 N 01 O 9 O O $57,420.01 49 O A CT co O O 49 N 0 O O O TOTAL COST V 00 $45,400.00 N O) 0 $25.50 $12.70 N CO 0 !A CO 00 49 N 01 $281.00 ..... CO 00 I$1,530.00 49 0) O 0 C Z _ q - C) m $9,275.0011 69 A CT A 0 0 O 49 49 49 N Cn co CO O V P N ON 0 0 $2,525.691 49 C) co 01 0 O 49 co (0 m Con $7,025.091 $41,354.091 49 co V O 49 co O 0 TOTAL COST i I 4 0 s G -104- ✓�tnrn C n so Ca S rtD S° z -° m r rn °= 0 m y0 U1 0:1 d O 0. O � O 0 . w 0) n. E alewelIV lelol 49 49 49 49 49 - O - O O V V A N 0) CO 0 A O 0 mN O O 0 0 0 O 0 0 O 8S1.ZL'Z99' I$ SZ "0t79'L6L' L $ 49 49 49 49 CO V CO V O V A W C7) CO A 0) 41 N N V N W A O N 0 0 V O ✓ - 49 49 49 49 CO CO CD V A CO J 04) -CO tO A 0 CO O O O 9 V O co 0 0 alewlis3 s,t08ujOu3 .oul 'sawedwon Jagwed 01 a 0 co ■ CO 0 N CO N CO N V N CA N (71 N A N W N N N 0 CD CO V O 01 A CO N 1 O (0 W V Of Cn A 0) N -` bNO. IITEM DESCRIPTION I UNIT I QUANTITY BICYCLE CYCLOOPS BENCH -WOOD, 6.5' FT. UMBRELLA FOR DINING TABLE DINING TABLE C.I.P. CONCRETE SEATWALL PERFORMANCE CANOPY - PERGOLA LUMP SUN INTERACTIVE WATER FEATURE LUMP SUAii SELECT "B" TOPSOIL BORROW CONCRETE PLANTER CURB COBBLES. 3.5 -4" DIA. DETECTABLE WARNING AGGREGATE CONCRETE ICONCRETE SUB BASE FOR PAVERS CONCRETE PAVERS CONCRETE, EXPOSED AGGREGATE, 1 -1.5' DIA. COLORED CONCRETE W /SMOOTH FINISH COLORED CONCRETE W/LIGHT BROOM FINISH CONCRETE W /DECORATIVE SCORING CONNECT TO EXISTING STORM SEWER STRUCTURE TRENCH DRAIN 12" PVC PIPE, SDR 35 0 0 0 In 0) al 01 14' PVC PIPE, SDR 35 CASTING ASSEMBLY MANHOLE, R -16428 STORM SEWER MANHOLE (48" DIA.) 15' YARD DRAIN BASIN 15' INLINE YARD DRAIN SILT FENCE, HEAVY DUTY SITE GRADING LUMP SUN TRAFFIC CONTROL LUMP SUE MOBILIZATION LUMP SUA E BID (SCHEDULE A) EACH EACH EACH EACH T LF EACH T SF T SF T SF T CD) 1 EACH 11 LF LF EACH 0 1 EACH (� 1 LF 0) N co C71 -+ 1 818 589 83 ? I 00E9_ 5406 0) C.71 350 I 001 O 1 1 (0 127 0 O N t0 1 1 O 1 1 .. $463.251 $545.001 69 O O $223.451 $48,396.00 4A 1 �' A 01 O O 49 CO V Co 69 0) 1 49 CO V O 41 1 co co $5.45 $6.43 4A 1 OD 01 $17.22 E19 V N N (�71 N CO $1,253.50 69 W 0 O 0 49 A 01 0 69 CD 0 01 49 CO V 0 CEO .OV1 O of 10 OO A 0 CEO 0) p1 0 $784.80 N j 1 $81,750.00 A 0 co O 0 69 OAi CO O O 0 IUNIT PRICE I TOTAL COST 11 UNIT PRICE I TOTAL COST II EA N (0 O 1 A Co 0)1 O 0 4d) O CO 01 49 co V PO O o 4A _co 0 A O A co CO ai O $114,450.0011 N V "co O N p ." co "co 1 V co 4A N V A. O yi Co CD V CO 112 $29,462.71 $34,079.0 $2,583.11 0) 0 N V O O $1,308.04 111111111M $79,667.41 $6,229.35 $490.50 00)) N V O O 0 44 V 01 N O �:1 V N 01 0 O1 o $784.80 $926.50 4A N 0 W 50 0 O CO V C11 0 0 " 49 A 0 W W o A 0) -CO V 0 O so.00 $0.001 49 69 P P O O 0 0 4A 4A P P O o 0 0 $0.001 &l O o 0 $0.001 00'0$ 00.0$ 00'0$ 00.0$ 00'0$ 00.0$ 00.0$ 00.0$ 00'0$ 00.0$ 00.0$ 00'0$ 00'0$ 00'0$ 00.0$ 00'0$ 00'0$ 00.0$ 00'0$ 11 69 O C 0 oo'o$ 46 0 0 0 49 0 o 0 49 49 0 0 o 0 0 0 49 411 0 0 0 0 0 0 49 0 0 0 4A 0 0 0 4A 0 0 0 4A <fl 49 49 49 69 49 41 49 49 4A 413 •9 49 4A 69 69 0 0000000000000000 0- o o 0 o 0 0 0 o c o 0 o 0 0o 0 0 O •0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 0 $0.0011 49 0 0 O I1 $0.0011 -105- mgc, nco ,..,. M 1:13 Z 0 ', r o *0 o ra zmo a) co 0 W =my5 cn C w a ma .* Cn 12) 0 CB ._* W 0 'D G1 N b L'9ZL'C96' 1.$ 00'9E9'903$ sa E elewelIV lelol 3 elewelIV Ie1o1 41 49 0 0 0 0 0 0 0) O O 0 00.4LC'z0 L$ •oul 'sJolonJsuo0 >oel8 81 • CT O a) v Oo' _ V O0) 01 fAT A W N 01 o CO to 0 a BENCH - METAL, 6' FT. SELECT "B" TOPSOIL BORROW CU- STRUCTURAL SOILT"' FOR SIDEWALK AND TREES IN GRATES DETECTABLP WARNING AGGREGATE CONCRETE CONCRETE SUB RASE FOR PAVERS z m a m 37 y CONCRETE W /DECORATIVE SCORING ISITE GRADING LUMP SUM TRAFFIC CONTROL LUMP SUM LTERNATE 1 (SCIIEUULE nt MOBILIZATION LUMP SUM EACH -< -< m SF SF 71 0 317 O 204 1 20927 21345 31422 .1 J. J. 69 0 N 0 $33.791 t* 0 ��O N O 7 0- 0 $5.37 A 0 $7,848.00 A A O 0 _t P 0) co O O 1 W $118,678.21 iMOMELI $2,448.11 $177,626.41 $168,736.141 $74,120.001 V m O $41,420.00 0 00 100'0$ o 0 00 O O 00 o 00 0 00 00.0$ 0 00 00'0$ 00 O .re, O 0 O 0 0 0 O 4/1 O 0 O o 0 0 0 0 0 018 3SV91V101 A V m fAT A CO A N A A O CO (D CO CO CO V CO O CO 01 A W W CO N I� 'IRRIGATION FOR HANGING BASKETS IRRIGATION FOR SCHEDULE A LUMP SW 'SHREDDED HARDWOOD MULCH C PERENNIALS. #1 CONT. DECIDUOUS SHRUB. 12" HT / #2 CONT. DECIDUOUS SHRUB. 18" HT /#2 CONT. CONIFEROUS SHRUB. 24' HT / #5 CONT. DECIDUOUS TREE, 12' HT. / #20 CONT. DECIDUOUS TREE. 6' HTJ #10 CONT. DECIDUOUS TREE. 2.5" CAL BB CONIFEROUS TREE. 6' HT. BB CONIFEROUS TREE. 8' HT. BB SOD MN/DOT 3878D, MINERAL SOD ISOD MN/DOT 3878C. SALT RESISTANT SOD HANGING BASKETS FOR LIGHT POLES STEEL EDGING (PLANTER AREAS ONLY) 'TRASH RECEPTACLE ,ITEM DESCRIPTION • c EACH EACH EACH EACH = m _ 11 EACH _ EACH 1 EACH 1 UNIT Cn 1 205 m 2632 245 1282 O V f71 N L00T1 V 0 70 0) 1 QUANTITY s o 69 v 0 0 $29.431 ° CO ON) C� $28.341 N o $190.75 $136.25 $322.64 $213.64 $310.65 P CO V C0 69 r m 0 V 0 $1,384.30 UNIT PRICE V 00) 0 o CO CO CO Cn . -CO CO N $6,409.2 $36,295.2 _ o CO 00) 000 A CO _t t0 i1 0) W U1 0J1 0 FM 01 Fri - W A $1,068.201 A co O 0 $20,835.3 $5,464.401 1 $3,488.0 J. -+ 0 CO T.64 -CO U1 0 TOTAL COST 1 $454.001 CO j 0 0 69 O 0 0 fA O 0 0 $0.00 $0.00 $0.00 EA 69 69 69 P P P P 0 0 00 00 61 69 P P 00 00 00.0$ 11 69 O 0 69 O 0 00'0$ 69 O 0 C Z 'O 0 "' 01 (0 0 - , O 6 9 o O 69 0 0 EA 6 9 6 9 o O. o 0 0 O 6 9 69 H i -& o 0 0 0 0 0 0 0 in 69 0 0 0 0 69 0 0 H 0 0 V! 0 0 6 9 0 0 r A 0 0 TOTAL COST c 1 0 a C - 106 - eleW9 ' Ielol (e PegoS) t elewe1JV Ielel ti l'9ZL'EE6' it O O 00-1. 9ts'90 G$ 69 O N V 00 11" *out 'sJolorusuoD )IoEI9 Sl (pig PIIEAUt) 'oUJ UOIle6UJt A MIIUON Cn 2 0 m 1r- 0 0 O 7l -I CO-. Ili X CD r. CD m v u. N O n VV vv _ 73 A z 'U ED m CD N Q., J 0 0 Z _ Z 2 n O 0, 01 0 0 01 N E 31VNIJ311V 1V1O1 31VNU311V HO.d NOIIVOkIId1 r c 0 Cn S11OS 030UOdN13H I:13813 Cn -n E 31VNH311V 019 01 CO O fA O N 0 ffl O N 0 69 N N O O O O O ffl O O O O Z 31VNH311V 1V1O1 S11O5 (S03) 14131SAS 1O1:11NO3 3AIIVHOdVA3 0 O O 0 O (00 W J 00) 0) (.1t 0) 0) 0) 0) N 0) CO O TOTAL ALTERNATE 1 (SCHED B) Cn 0) CO O 9) N 09'£06'S00` l$ fA O O O O - 107 - SI3NSVB ONIE NVH Hod NOIIVOIHHI m 0 2 8 311103143S HOd NOIIVJIHUI 0 Cn c H31f W OOOMOHVH 030031dHS '1NO0 l# `S1VlNN31,13d DECIDUOUS SHRUB, 12' HT / #2 CONT. '1NO0 Z # /1H .8l `8r1HHS SI1OfOI330 88 '1V3 .9•Z '33H1 Sf1Of101030 SOD, MN/DOT 3878C, SALT RESISTANT SOD HANGING BASKETS FOR LIGHT POLES 3UV(1OS .S 'S31VHO 33E11 313V1d303H HSVW SdOO13A3 313A318 NOI1dIU3S3O I11311 m n 2 m D n 2 m n 2 m D C) 2 0) m CD) 2 m 0 2 n C7 a S c z 1 N 01 W m 01 CO A O O rn 01 W CO 01 CO 0 A 0 V O O O fig N 0) 69 co 0) O E9 j O fA 0) CO O fR 0) CO 0) O H 0)) CD N 301Hd lINfl CD 01 W V 01 fA 0)▪ ) O J O O N 0) 01 N O N O CO O CD O O V CO Co ffl N O_ A fA CO O O O 10 01 O N 6Y N O V 1900 1V1O1 tncnr0 co Z CD CO 0 a. rti�O Z 0 • m C my O 01 -O a , o � m � O1 O _rt W O O1 $454.00 11 $95,111.00 O o O O O o O O 11 $0.00 O O O O O O O O O 0 O 11 UNIT PRICE ffl -• 1 01 O O O tD 10 171 _ O o fA O O O 61 O 0 0 .69 O 0 O $0.0011 fA O 0 O .14 O 0 O fA O 0 O 69 O 0 O .61 O bb O 69 O O TOTAL COST b l'9ZL'EE6' l$ g elewalIV Ie101 Z alewaIIV rep.). (9 Pa4oS) L elewelIV lelol CO N CO a 69 fR 69 64 ffl O 00 0 m N O A CO C9 W al O O O •oul 'SaolonWsuo3 Noel8 S1 (P18 P!lenul) oul uo11eI311i1 AUMIIIJON • • STAFF ORIGINATOR: CITY COUNCIL MEETING DATE: TOPIC: AGENDA ITEM 6D Michael Grochala April 24, 2006 Consideration of Resolution No. 06 -68, Authorizing I -35E Corridor Roadway Improvement Cost Allocation Study ACTION REQUIRED: Simple Majority BACKGROUND During the last three years the City of Lino Lakes has worked extensively with Anoka County and the 1 -35 W/E Coalition to pursue the reconstruction of the I -35E /Main Street Interchange. Those efforts have been successful in receiving federal funding for preliminary and final design work in the amount of $1,000,000. Additionally, the project has recently been selected for federal funding in the amount of $5,500,000 for construction in the 2009 -2010 program funding years. The reconstruction of the interchange is important not only for improved safety and mobility along the Main Street corridor but also to accommodate commercial and industrial development within the City of Lino Lakes. As with all county roadway projects we are anticipating a local share of the improvement costs. Additionally, commercial and industrial development within the area is dependent on the new improvements. Recognizing the needed transportation improvements and associated costs staff has received a proposal from SRF Consulting Group, Inc., to prepare a Roadway Improvement Cost Allocation Study. The study will outline the roadway infrastructure improvements necessary to support future growth in this area over the next 25 years. Additionally, the costs associated with these improvements will be allocated to the appropriate existing and future development based on traffic generation. SRF has a broad understanding of the transportation issues within this corridor. They recently completed the 35W/35E Regional Corridor Study for Mn /DOT and are currently the engineers for the CSAH 14 Reconstruction from 35W to 35E and are also preparing the preliminary design for the interchange. SRF is proposing to prepare the study in the amount of $16,000. The study is proposed to be funded from state dollars available to the City associated with the turnback of Trunk Highway 49. Anoka County, has also indicated their interest in cost sharing the project up to 50 %. • • RECOMMENDATION Staff is recommending approval of Resolution No. 06 -68 Authorizing the Roadway Improvement Cost Allocation Study.. ATTACHMENTS 1. Resolution No. 06 -68 2. SRF Proposal • • • Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 06 -68 RESOLUTION AUTHORIZING ROADWAY IMPROVEMENT COST ALLOCATION STUDY WHEREAS, the City is proposing to obtain traffic engineering services to identify needed roadway improvements and an equitable method of allocating costs to developing areas within the I -35E Corridor; and WHEREAS, SRF Consulting Group, Inc., has submitted a proposal for such services in the amount of $16,000; and WHEREAS, SRF Consulting Group, Inc., has significant traffic engineering experience in the I -35E Corridor including the 35W/35E Regional Corridor Study, CSAH 14 Improvement Project and the CSAH 14/35E Interchange Preliminary Design. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. That the contract with SRF Consulting Group, Inc., for a Roadway Improvement Cost Allocation Study is hereby approved. John Bergeson, Mayor Julianne Bartell, City Clerk Adopted by the Lino Lakes City Council this 24th day of April, 2006. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • CONSULTING G ROUP, INC. Transportation • Civil • Structural • Environmental • Planning • Traffic • Landscape Architecture • Parking • Right of Way April 3, 2006 Proposal No. P06183 Mr. Mike Grochala Community Development Director CITY OF LINO LAKES 600 Town Center Parkway Lino Lakes, MN 55014 SUBJECT: SCOPE OF SERVICES FOR DEVELOPMENT OF TRAFFIC MODEL AND ROADWAY IMPROVEMENT COST ALLOCATION Dear Mr. Grochala: Based on your request, we are pleased to submit this proposal to provide professional services to prepare a traffic model and conduct a cost allocation analysis for the I -35E /CSAH 14 study area in the City of Lino Lakes. This study will outline the roadway infrastructure improvements necessary to support future growth in this area over the next 25 years. In addition, the costs associated with these improvements will be allocated to the appropriate existing and future developments /redevelopments, based on vehicular trips identified in the traffic model. SCOPE OF SERVICES The scope of our services, as we understand it, is to perform the following tasks: 1. Work with the City of Lino Lakes and Anoka County to define the study area. 2. Develop a "Traffix" model for the defined study area for existing and future (year 2030) conditions, based on planned developments /redevelopments in the area. The model will include a.m. and p.m. peak hour conditions for the key intersections (up to 6 intersections). It is assumed that a list of infrastructure improvements (necessary to accommodate future growth) planned for implementation will be provided by the City /County for year 2030. In addition, it is assumed that future traffic volumes from previous studies completed in the area will be provided by the City /County. These traffic volumes will include future development /redevelopment trips for each of the key intersections. 3. Review preliminary cost estimates for all recommended roadway improvements. It is assumed that this information is available from previous studies. One Carlson Parkway North, Suite 150 Minneapolis, Minnesota 55447 -4443 Tel: 763- 475 -0010 • Fax: 763- 475 -2429 srfconsulting.com An Eqi ' " • pity Employer - 1 1 1 - Case Plaza, One North Second Street Fargo, North Dakota 58102 -4807 Tel: 701 - 237 -0010 • Fax: 701 - 237 -0017 • • • Mr. Mike Grochala 2 April 3, 2006 4. Determine the appropriate cost allocation for existing (where applicable) and proposed developments /redevelopments based on the percent of vehicles from each development /redevelopment that are identified at each intersection. Existing costs that cannot be associated with an existing development will be identified as a City /County cost. 5. Develop detailed cost - allocation matrices to display the percent breakdown by existing and future trip percentages, as well as related costs for each improvement. 6. Prepare a graphic identifying all existing and future development/redevelopment sites. 7. Prepare a draft memorandum describing the study methodology, land use assumptions, and cost allocations. 8. Make revisions as appropriate based on City /County review and prepare final memorandum. 9. Prepare for and attend two meetings with the City and/or County to discuss the project. BASIS OF PAYMENT We propose that we be reimbursed for our services on an hourly basis for the actual time expended. Other direct project expenses, such as printing, supplies, reproduction, etc., will be billed at cost, and mileage will be billed at the current allowable IRS rate for business miles. Based on our understanding of the project and our-Scope of Services, we estimate the cost of our services to be $16,000, which includes both time and expenses. Additional services that may be requested will be billed on the same time and expense basis. Invoices are submitted on a monthly basis for work performed during the previous month. Payment is due within 30 days. CHANGES IN THE SCOPE OF SERVICES /ADDITIONAL SERVICES It is understood that if the scope or extent of work changes or additional services are requested, the cost will be adjusted accordingly. Before any out -of -scope or additional service work is initiated, however, we will submit a budget request for the new work and will not begin work until we receive authorization from you. It is important to note that if the future traffic volumes from previous studies require additional manipulation to convert into the Traffix model, City staff will be contacted to discuss budget adjustments, if necessary. • • Mr. Mike Grochala - 3 - April 3, 2006 NOTICE TO PROCEED A signed copy of this proposal or a separate letter of authorization returned to this office will serve as notice to proceed. We will begin the work immediately thereupon and will complete the project within a mutually agreed upon time schedule. We sincerely appreciate your consideration of this proposal and hope that we may look forward to working with you on this project. Please feel free to contact us if you have any questions or need additional information. Sincerely, APPROVED SRF CONSULTING GROUP, INC. Marie K. Cote, P.E. Principal efri Vines R. Dvorak, P.E. ice President (signature) Name Title Date This cost proposal is valid for a period of 90 days. SRF reserves the right to adjust its cost estimate after 90 days from the date of this proposal. H :•1TrafclProposals\Mariellino LakeslLinoLakes Cost Allocation Proposal.doc • • • AGENDA ITEM 7A COUNCIL WORK SESSION FEBRUARY 27, 2006 1 2 3 CITY OF LINO LAKES 4 MINUTES 5 6 7 8 DATE : February 27, 2006 9 TIME STARTED : 5:35 p.m. 10 TIME ENDED : 6:18 p.m. 11 MEMBERS PRESENT : Councilmember Carlson, O'Donnell, Reinert, 12 and Mayor Bergeson 13 MEMBERS ABSENT : Stoltz 14 15 16 Staff members present: City Administrator, Gordon Heitke; Community Development 17 Director, Mike Grochala; City Engineer, Jim Studenski; Finance Director, Al Rolek; 18 Economic Development Coordinator, Mary Alice Divine; Associate Planner, Paul 19 Bengtson; Public Services Director, Rick DeGardner 20 21 Staff advised the purpose of the meeting is to answer any Council questions regarding the 22 regular Council meeting agenda. 23 24 Community Development Director Grochala referred to agenda Item 2A and 2B, Public 25 Hearing, Consider Resolution No. 06 — 34, Regarding Tax Abatement and Business 26 Subsidy in Connection with the YMCA Project YMCA Financing and Consider 27 Resolution Granting Approval of Issuance of Tax Exempt Revenue notes for the Benefit 28 of the YMCA of Greater Saint Paul. 29 30 Community Development Director Grochala reviewed the staff reports and advised staff 31 is recommending the City Council open the public hearing and continue it to the March 32 13, 2006 City Council meeting. 33 34 Economic Development Coordinator Divine distributed and reviewed the Benefits to 35 Lino Lakes Residents at the Chain of Lakes YMCA noting both the YMCA and staff has 36 agreed on the benefits. 37 38 Community Development Director Grochala advised staff is strongly recommending the 39 City Council approve the agreement with the YMCA. 40 41 City Administrator Heitke referred to agenda item 5B, Consideration of Resolution No. 42 06 — 37, Approving National Sports Center Super Rink Expansion Guarantee Agreement. 43 He distributed and reviewed a Sale of Ice Hours Procedure. 44 45 It was suggested that language be added to the agreement outlining benefits to the City of 46 Lino Lakes after the twenty -year financial commitment has been completed. 1 - 1 1 4 - • • COUNCIL WORK SESSION FEBRUARY 27, 2006 1 2 Item 8A, Consider Approval of February 8, 2006 Council Work Session Minutes — A 3 correction was noted on page 6, line 12. The figure $178,000 should read $780,000. 4 5 The meeting was adjourned at 6:18 p.m. 6 7 These minutes were considered, corrected and approved at the regular Council meeting held on 8 , 2006. 9 10 11 12 13 Julianne Bartell, City Clerk John Bergeson, Mayor 14 15 16 Transcribed by: 17 Kim Points 18 TimeSaver Off Site Secretarial, Inc. 19 2 -115- • • • COUNCIL MINUTES FEBRUARY 27, 2006 AGENDA ITEM 7B CITY OF LINO LAKES MINUTES DATE : February 27, 2006 TIME STARTED : 6:30 p.m. TIME ENDED : 7 :20 p.m. MEMBERS PRESENT : Carlson, O'Donnell, Reinert, and Mayor Bergeson MEMBERS ABSENT : Stoltz Staff members present: City Administrator, Gordon Heitke; City Attorney, Bill Hawkins; Community Development Director, Mike Grochala; Economic Development Coordinator, Mary Alice Divine; Public Services Director, Rick DeGardner; City Engineer, Jim Studenski; Chief of Police, Dave Pecchia; Associate Planner, Paul Bengtson; and City Clerk, Julianne Bartell OPEN MIKE No one was present for open mike. SETTING THE AGENDA The agenda was approved as presented. CONSENT AGENDA Councilmember Carlson moved to approve the Consent Agenda, as presented. Councilmember O'Donnell seconded the motion. Motion carried unanimously. ITEM ACTION CONSENT AGENDA Consideration of Expenditures: i. February 27, 2006 (Check No. 75991- 76078, $378,624.58) ii. Centennial Fire District (Check No. 15054 - 15076, $20,821.77) Consider Resolution No. 06 -24, Approving Tobacco License for Holiday Companies for Stationstore #376 at 7509 Lake Drive Approved Approved Approved • • • COUNCIL MINUTES FEBRUARY 27, 2006 Public Safety Department — Expenditure of Drug Forfeiture Funds: Authorize use of funds in the amount of $5,000 to Re- establish Lino Lakes as a supporting community For the purpose of continuing juvenile diversionary Services through the Forest Lake Area Youth Service Bureau Approved Authorize expenditure of $1,500 to $2,000 on updated Exercise equipment and accessories for the Wellness Room FINANCE DEPARTMENT REPORT, AL ROLEK Approved Public Hearing, Consider Resolution No. 06 — 34 Regarding Tax Abatement and Business Subsidy in Connection with the YMCA Project YMCA Financing, Mary Alice Divine — Economic Development Coordinator Divine advised in 1999 the City of Lino Lakes entered into an agreement to partner with the YMCA to bring a facility to Lino Lakes. The city committed $1.5 million toward construction of the facility, plus 6.7 acres of land and the cost of infrastructure to the facility. The City Council approved a Tax Abatement District, using the mechanism of tax abatement as a source of funding for its commitment of $1.5 million toward construction of the facility. Together with the City's $1.5 million commitment, the YMCA's commitment of $2.5 million in debt financing, and local fundraising, the YMCA was able to raise approximately $6.3 million for construction of the facility. The YMCA determined that additional fundraising was not keeping pace with rising construction costs and it needed to build a facility this year that did not include a leisure pool in the first phase of construction. Staff has explored with the YMCA, Springsted, and Kennedy & Graven options that might be available to provide the size and type of facility that the City Council and the community had anticipated. It is estimated that currently $1,850,000 is needed to complete the building with the addition of the leisure pool. Part of the final 2005 agreement with the YMCA called for a 5 -year, 10 percent discount to Lino Lakes residents who purchased local memberships at the Chain of Lakes YMCA. While this is a benefit to residents who join the Y, it restricts the ability of the YMCA to take on more debt, benefits only residents who become members, and does not apply to those who wanted memberships that included use of all Twin Cities YMCAs. If that portion of the agreement was eliminated, it would enable the YMCA to take on an additional $1 million in debt. The City has also benefited from the development of Legacy at Woods Edge with Hartford Group as the master developers. If the YMCA had been constructed prior to Woods Edge being underway, the city would have been obligated for the costs of construction of Town Center Parkway, including improvements to the Lake Drive intersection, plus extension of utilities, to the YMCA site. COUNCIL MINUTES FEBRUARY 27, 2006 • Considering that savings, the total City contribution, in today's dollars, remains approximately the same 30 cents on the dollar that was originally anticipated in 1999. • • Springsted updated its analysis of the capacity of the Tax Abatement District,there is capacity available to provide the additional $850,000 to meet the current gap in funding. Providing an additional tax abatement to cover the costs associated with the City's partnership with the YMCA is considered a business subsidy under the Minnesota Business Subsidy Act. After closing the public hearing, the City Council will consider a resolution that approves the use of $850,000 in tax abatement for the YMCA facility and a business subsidy to the YMCA. The Economic Development Advisory Committee took action supporting additional tax abatement for the YMCA project for the inclusion of a leisure pool and improved architectural design of the facility, but recommended that the abatement be contingent upon increased public access through, but not limited to, resident user fees for a negotiated period of time. Of the nine EDAC members, one was absent and one abstained. The final agreements and discussions regarding proposed programming opportunities for Lino Lakes residents are not complete. Therefore, staff is recommending that the public hearing be continued to the March 13, 2006 City Council meeting. Mayor Bergeson opened the public hearing at 6:45 p.m. Councilmember Reinert moved to continue the public hearing to the March 13, 2006, City Council meeting. Councilmember Carlson seconded the motion. Motion carried unanimously. Consider Resolution Granting Approval of Issuance of Tax Exempt Revenue Notes for the benefit of YMCA of Great Saint Paul — Finance Director Rolek advised the City has agreed to consider assisting the YMCA with financing its share of debt for the Chain of Lakes YMCA in Lino Lakes. Springsted, Inc., the City's financial consultant, has completed an analysis and recommends providing Tax Exempt Revenue Notes in order to provide tax exempt financing to the YMCA. This is a financial savings to the YMCA and provides additional protections to the city for its investment in the construction of the facility. Because the public hearing regarding the tax abatement and business subsidy agreement with the YMCA is being continued until March 13, 2006, staff is recommending that this public hearing also be continued to that date. Mayor Bergeson opened the public hearing at 6:50 p.m. Councilmember O'Donnell moved to continue the public hearing to the March 13, 2006, City Council meeting. Councilmember Reinert seconded the motion. Motion carried unanimously. ADMINISTRATION DEPARTMENT REPORT, DAN TESCH There was no Administration Department report. • • • COUNCIL MINUTES FEBRUARY 27, 2006 PUBLIC SAFETY DEPARTMENT REPORT, DAVE PECCHIA There was no Public Safety Department report. PUBLIC SERVICES DEPARTMENT REPORT, RICK DEGARDNER Consider Resolution No. 06 — 07, Approving 2006 Park Board Goals — Public Services Direction DeGardner reviewed the recommended 2006 Park Board Goals noting funding for the goals will be from the Dedication Parks Fund. Councilmember Reinert moved to approve Resolution No. 06 — 07, as presented. Councilmember O'Donnell seconded the motion. Motion carried unanimously. Consideration of Resolution No. 06 — 37, Approving National Sports Center Super Rink Expansion Guarantee Agreement — Public Serviced Director DeGardner advised the City Council approved Resolution 06 -28, Approving City Participation in the Super Rink Expansion Project at the February 13, 2006 City Council meeting. The requested action this evening is to approve the master agreement that outlines the details within Resolution 06 -28, the information discussed at the January 18 and February 8 work sessions, as well as the February 13 City Council meeting. In summary, the Minnesota Amateur Sports Commission (MASC) and National Sports Center (NSC) have proposed constructing and operating a facility consisting of four new ice sheets to the Super Rink on the property of the National Sports Center located in Blaine, Minnesota. The City of Lino Lakes, along with the cities of Circle Pines and Centerville, has been requested to participate with the Centennial Youth Hockey Association (CYHA) in the financing of the expansion and operations of the facility. In addition to use by the hockey association, the public will have access to the facility for public skating, senior skating, figure skating, skating lessons, as well as various hockey and broomball leagues. As reviewed at the February 13, 2006 City Council meeting, the city of Lino Lakes is to provide a capital contribution of $72,000 over a three year period ($24,000 in 2007, 2008 and 2009) payable directly to the National Sports Center Construction Fund. In addition, the participating entities are also required to back up to 1,340 hours of ice rental income to cover any unsold hours during the months of September through March over the 20 year repayment period. In 2005, each of the four sheets of ice at the NSC experienced approximately 2,875 hours of use. The City of Lino Lakes' commitment of guaranteed hours is 346 hours per year. Section 5 - Special Terms outlines the provisions that the City of Lino Lakes is entitled to including one free skating session, 216 annual free skating passes, and the city's recognition on the exterior and inside of the building. Included in the packet is an analysis that was prepared by Ehlers and Associates, Inc. The analysis focuses on the financing, past utilization, and projected revenue /expenses of the Super Rink facility. The City Attorney has also reviewed the attached agreement. • COUNCIL MINUTES FEBRUARY 27, 2006 City Administrator Heitke noted Section 6, Default/Remedies was removed from the agreement. He also noted the benefits to the City for entering into the agreement are for a period of fourty years. Staff will be working with the City Attorney to included that language in the agreement. Councilmember O'Donnell moved to approve Resolution No. 06 — 37, with the additional language outlined by the City Administrator. Councilmember Reinert seconded the motion. Motion carried unanimously. COMMUNITY DEVELOPMENT DEPARTMENT REPORT, MICHAEL GROCHALA Cavegn Estates: Consider Resolution No. 06 — 33, Approving Development Contract, James Studenski — City Engineer Studenski advised the City Council approved a preliminary plat on July 25, 2005 for the Cavegn Estates. On February 13, 2006 the 1st Reading of Ordinance 01 -06 — Vacation of a portion of Lois Lane right of way and drainage and utility easements was approved. Cavegn Estates provides for the construction of 2 residential units on a 1.38 Acre parcel of property near the intersection of Country Lane and Lois Lane. In accordance with the preliminary plat approval and City policy, staff has prepared a Development Contract. The contract provides for the following: • 1. Submittal by the developer of a Letter of Credit in the amount of $7,400 representing 35 percent of the City improvement costs to insure completion of the project in accordance with the approved plans. No street or utility improvements are necessary for this development. • 2. Deposit of a cash escrow in the amount of $3,950 to reimburse the City for costs incurred by the City related to the development and improvements of the site and developer improvements. Anthony and Kimberly Cavegn have reviewed the contract and are aware of the conditions set forth. Councilmember Carlson moved to approved Resolution No. 06 — 33, as presented. Councilmember O'Donnell seconded the motion. Motion carried unanimously. Consider Second Reading of Ordinance No. 01 - 06, Vacating Part of Lois Lane Street Right of Way; and drainage and utility easements for Cavegn Estates, Paul Bengtson — Associate Planner Bengtson advised Anthony and Kimberly Cavegn have received approval of a Preliminary Plat for Cavegn Estates and one of the conditions of approval was the vacation of the unused cul -de -sac portion of Lois Lane adjacent to the northeast comer of their property at 7870 Country Lane as well as the corresponding drainage and utility easements. The applicant will dedicate new utility easements in conjunction with the Final Plat of the site which follows this item on the agenda. The cul -de -sac that was dedicated on this lot as part of the Mar Don Acres plat is no longer necessary as the street continues through to the east. The applicant is proposing to plat the property into two lots. As such the City Council approved the preliminary plat for the site with the condition requiring the vacation of the unused cul -de -sac right of way. • • COUNCIL MINUTES FEBRUARY 27, 2006 The corresponding drainage and utility easements would typically be vacated around the cul -de -sac, but to clarify the drainage and utility easements in the future staff is recommending that all of the drainage and utility easements platted on this lot as part of the Mar Don Acres plat be vacated. The Cavegn Estates plat will include new drainage and utility easements for both of the proposed lots. Staff recommends approval of the Vacation of the unused cul -de -sac portion of Lois Lane and all of the drainage and utility easements platted on Lot 1 Block 2 of Mar Don Acres. Councilmember O'Donnell moved to approve the second reading of Ordinance No. 01 — 06, as presented. Councilmember Reinert seconded the motion. A roll call vote was taken. Yeas, Council Member O'Donnell, Reinert, Carlson and Mayor Bergeson; Nays, none; Absent, Council Member Stoltz Consider Resolution No. 06 — 31, Approving Final Plat for Cavegn Estates, Paul Bengtson — Associate Planner Bengtson advised Anthony and Kimberly Cavegn have requested approval of a single - family residential development entitled Cavegn Estates. The subject property is located adjacent to the southeast corner of Lois Lane and Country Lane and is currently developed with one single - family dwelling. The applicant is proposing to divide the 1.38 acre lot into two buildable lots of 23,560 square feet and 36,564 square feet. The existing single - family dwelling will remain on the smaller lot, and the larger lot will be used for new construction. The final plat conforms to the preliminary plat layout approved with Resolution 05 -108 by the City Council on July 25, 2005. All conditions of approval from the preliminary plat will be met through the development agreement and building permit review processes. At the February 8th regular meeting the Planning & Zoning Board voted unanimously to recommend approval of this request. Councilmember Reinert moved to approve Resolution No. 06 — 31, as presented. Councilmember Carson seconded the motion. Motion carried unanimously. Consider Resolution No. 06 — 32, Amending the Conditional Use Permit for Molin Concrete, Paul Bengtson — Associate Planner Bengtson advised Molin Concrete is proposing an overhead crane bay addition to their existing facilities at 415 Lilac Street. The Molin property is covered by a conditional use permit for the concrete plant. The northern 20 acres is covered by an interim use permit for outdoor storage. This new application does not involve the storage area. The Conditional Use Permit covers the entire site. Building additions such as those proposed in this application require an amendment to the Conditional Use Permit. Because this application involves the CUP amendment, it is appropriate to review the conditions placed on the site through the last CUP amendment in 2003. The City amended the CUP in 2003 with Resolution 03 -73, and then again in February 2005 with Resolution 05 -13. • • • COUNCIL MINUTES FEBRUARY 27, 2006 Molin Concrete has sent a notice to the surrounding home owners to inform them of the proposed expansion and invited anyone interested to provide comment. These same homeowners were also noticed by the city of the public hearing in regards to this request. On February 8th the Planning and Zoning Board voted unanimously to recommend approval of the proposal subject to the three conditions recommended by staff. Councilmember O'Donnell moved to approve Resolution No. 06 —32, based on conditions outlined in the staff report. Councilmember Reinert seconded the motion. Motion carried unanimously. Consider First Reading of Ordinance No. 02 — 06, Amending Ordinance No. 04 — 04 for the Purpose of Adding Signage Criteria to the Lino Lakes Town Center Design and Development Guide, Paul Bengtson — Associate Planner Bengtson advised staff has crafted a final draft of the Signage Criteria for the Legacy at Woods Edge project (Lino Lakes Town Center). This criterion is intended to be added to the existing Lino Lakes Town Center Design and Development Guide as Chapter 5. The majority of the elements of these signage criteria were adapted from the original proposal for Chapter 5, which was eliminated prior to the approval of the guide (Ordinance 04 -04) in 2004. This was augmented by researching other similar mixed -use types of communities, other signage ordinances, and the recently amending city signage ordinance (Ordinance 05 -05). Associate Planner Bengtson reviewed Chapter 5 noting it has been broken down into seven sections. At their February 8th regular meeting the Planning and Zoning Board voted unanimously to recommend approval of the signage criteria. Councilmember Carlson moved to approve the first reading of Ordinance No. 02 — 06, as presented. Councilmember O'Donnell seconded the motion. A roll call vote was taken. Yeas, Council Member O'Donnell, Reinert, Carlson and Mayor Bergeson; Nays, none; Absent, Council Member Stoltz UNFINISHED BUSINESS There was no unfinished business. NEW BUSINESS Consider Approval of February 8, 2006 Council Work Session Minutes (Councilmember O'Donnell was absent) — City Administrator Heitke referred to page 6, line 12, and corrected the figure $178,000 to read $780,000. • • • COUNCIL MINUTES FEBRUARY 27, 2006 Councilmember Reinert moved to approve the February 8, 2006 Council Work Session Minutes, as amended. Councilmember Carlson seconded the motion. Motion carried with Councilmember O'Donnell abstaining. COMMUNITY CALENDAR FEBRUARY 28 THROUGH MARCH 13, 2006: City Council Study Session, Monday, March 6, 5:30 p.m. Park Board Meeting, Monday, March 6, 6:30 p.m. Planning & Zoning Board Meeting, Wednesday, March 8, 6:30 p.m. It was noted that the meeting day for City Council work sessions has changed from Wednesdays to Mondays. ADJOURN There being no further business, Councilmember O'Donnell moved to adjourn at 7:20p.m. Councilmember Carlson seconded the motion. Motion carried unanimously. These minutes were considered and approved at the regular Council Meeting, , 2006. Julianne Bartell, City Clerk John Bergeson, Mayor Transcribed by: Kim Points TimeSaver Off Site Secretarial, Inc.