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HomeMy WebLinkAbout05/29/2002 Env Bd PacketCity of Lino Lakes Environmental Board Meeting May 29, 2002 6:30 p.m. AGENDA 1. CALL TO ORDER 2. APPROVAL OF MINUTES 3. APPROVAL OF AGENDA 4. OPEN MIKE 5. ACTION ITEMS A. Russian Baptist Church /Site Plan Review 6. DISCUSSION ITEMS A. Goals B. Intern Position C. Zoning Code Task Force Update /Rod Kukonen, Amy Donlin 7. DEPARTMENT REPORTS A. Forestry B. Solid Waste Recycling C. Arbor Day and Recycling Day 8. ADJOURN • • • MEMORANDUM To: Environmental Board Members From: Dawn Bugge, Community Development Secretary Date: May 24, 2002 Re: Meeting Minutes Please postpone the approval of minutes from the April Environmental Board meeting to your next meeting date. I will e-mail draft minutes to you from the April meeting when they have been reviewed by City Staff. I will mail a copy to Amy. I will include approved minutes from the March meeting at that time. Thank you. 600 Town Center Parkway, Lino Lakes, Minnesota 55014 -1182 Phone: 651- 982 -2400 • Fax: 651 -982 -2499 • TDD: 651- 982 -2410 Agenda Item 5A Environmental Board Meeting Date: May 29, 2002 Topic: Russian Baptist Church /Site Plan Review /CUP Background: The Russian Baptist Church has submitted a proposal to build a church on Ash Street and Baldwin Lake Road. See attachment 1. This location is in a rural zone so the church is asking for a CUP. Please see attachment 6 for submitted proposal. Analysis: This is a 4.61 acre site south of CD 8. The Environmental Management Plan shows a Zone 1 on the site (attachment 1). A good portion of the southern part of the site has been filled. The Northern portion of the site is hydric. The and slopes to Rice Creek (attachment 2). The Minnesota Land Cover Classification Inventory indicates "Long Grasses and Sparse Tree Cover" on part of the site and "Aspen Forest Saturated" on the area around a wet area (attachment 3). Water from this area goes to CD 8 and ultimately Golden Lake in Circle Pines. Flood plain encroaches on the North side (attachment 4). Rice Creek Watershed has TWAFFA this until wetlands are delineated, and other administrative items are addressed. Infiltration is one of the issues (attachment 5). A septic system is presented on the proposal. I have discussed alternatives to a standard septic system with them. have discussed more infiltration, and surface -water management practices with them. One of the issues was to maintain the wet aspen buffer around the wetland area on site. Future expansion of parking lots pushes impervious surface into this area. The Landscape Plan needs modification. Sugar Maples and Colorado Green Spruce should be changed. The location of the plant materials in the proposed infiltration pond on the South will be flooded. The lighting plan is included in the submittal. I have discussed this with Jeff Smyser and Jeff indicated the plan conforms to our standards. That is: no more than .04 foot - candles at the property lines, shoebox type, no- spill, downward focused lights. There is no Tree Preservation Inventory or Plan. • • • • Options: 1. Recommend Approval 2. Recommend Approval with Changes 3. Recommend Denial Recommendation: 2. Recommend Approval with Changes. • Submit Tree Inventory and Preservation Plan. around wetland. • Increase Infiltration and Stormwater Practices around parking lot areas. • Change Colorado Spruce to White Spruce or Oa Maples to Hackberry, Oak, Red Maple or Riverbirc plantings out of water areas in infiltration areas. • Use Green Parking in future expansion areas and area around wetland. • Use a sand or organic filtration system with septic. Additional Environmental Board Comments: Maintain buffer . More needed ks. Sugar h. Design • • • • • Attachments: 1. Site Location Map 2. Soils 3. MLCCS 4. Surface Water /Streams 5. RCWD 6. Site Plan Submittals out of tree • 0 0 iv 0 0 r1 Pritachmeitt 1 o � , v v 0 ) 0 ." • d 0 000 a, c.. a x., -I-100.000000 .0rC, m m m m m O. -a 7>> 7 m m : m m y n 7 ▪ 0 3 3 3 c C1 2 m 00`o a 0 an 3 _3 Ca ' Oo a.'..1. '0 CD o o a�0 3 m c . vvc 0 .m . 0 • y 0? p1. 7 O C'Omvv3c.m > > Q a o. .n et. rt = ° o g n -00 c c � D. 0 V P. 0 1 • 1 1 1 1 1 0 0 O 0 O nitaehmekt Z. 00 I1 -v 0 CD 0 0 =-1 0 cn 0 • (1) J,^1 1 1 1 1 1 1 1 1 • • 0 0 A-flad/oeo 3 a) 0 0 CD ■ -AficahmeAt 4 , ' . O » « t.q rc@ ■71m600000naa( ©o # - -, o—_ 000■a�� �aeom,«■_a000��0■ $o,,,ama==== =mEE% �§8]noafonnn= ce cc — m■ - — — §Qa BkJo o -- oo0�0m ■2kga % ƒ \�2E7if o §E1 °�2�E�3� §a §_�- �o�e� a■ = 0. , „ 0 ▪ o co 4 c o \ �� =� �� c §� a Fr � ■ A) z w -D ■ 0 m• H"K- 1U— rJeJG 1U.'41 • • • K 1 l.0 �.1CCCI� W 1 fCJrICL 1W1J Y170 r. KJJI CJJ Rice Creek Watershed District Permit Application Number 02 -001 Applicant: Paul Ozerkov 2833 162 Avenue NE Ham Lake, MN 55304 Ph: 763 -434 -2466 Fx: None Consultant: Ross Able RLK- Kuusisto, LTD 1321 Andover Blvd NE #114 Ham Lake, MN 55304 Ph: 763 -434 -7646 Fx: 763 -434 -8007 Purpose: Final Site Drainage Plan for the Russian Baptist Church, 7,200 SF, 4.6± acres. Location: North of Ash Street and West of Baldwin Lake Road, Lino Lakes. T -R -S: 31 -22 -31 cc Recommendation: Table with authorization for administrative action pending receipt of the following items related to: Stormwater Management 1. Revised incorporation of infiltration practices. Wetlands 2. Wetland Delineation Report. 3. Field verification by District staff of wetland boundaries. Administration . 4. Draft legal document with satisfactory form and description granting ponding and flowage easements over all onsite ponds, wetlands, and other hydrologic features. 5. Copy of receipt from County Recorder and signed/notarized legal document(s). Note that legal document(s) are to be submitted by Applicant to County for recording only after approval by District. t f. Electronic copy of approved plan set. it, 610-r -KED.D Exhibits: 1. Permit Application dated December 13, 2001, received December 26, 2001. Emmons & Olivier Resources, Inc. f irm- J.U- C/CJG 1C.1 • •-f J. I[1 LJ I [NJ( ILL/ • • Permit Application No. -001 Paul Ozerkov 2. Certificate of Survey prepared by Caine & Associates land Surveyors, Inc., dated September 24, 2001, received December 26, 2001. 3. Grading, Drainage and Erosion Control Plan prepared by RLK Kuusisto LTD, last revised January 21, 2002, received January 22, 2002. 4. Infiltration checklist and worksheet prepared by RLK Kuusisto LTD, undated, received December 26, 2001. 5. Hydrologic calculations prepared by RLK Kuusisto LTD, last revised January 21, 2002, received January 22, 2002. 6. Narrative addressing water quantity results prepared by RLK Kuusisto LTD, dated December 13, 2001, received December 26, 2001. 7. Water quality calculations prepared by RLK Kuusisto LTD, dated December 13, 2001, received December 26, 2001. 8. Existing Drainage Plan prepared by RLK Kuusisto LTD, last revised January 21, 2002, received January 22, 2002. 9. Proposed Drainage Plan prepared by RLK Kuusisto LTD, dated December 13, 2001, received December 26, 2001. 10. $3,500 cash surety received from Applicant on January 22, 2002. Findings: 1. The proposed project entails construction of a 7,200 SF church on a 4.6 acre parcel. Ramsey County Ditch 8 is approximately 800 feet north of the north property boundary. 2. A NURP pond is proposed in the northeast comer of the site. This proposed pond satisfies District rate control and water quality treatment standards. 3. NWI and PWI maps indicate a Type 3 DNR Protected Wetland (47P) onsite. The Certificate of Survey indicates a wetland basin in the northwest corner of the site. Based on the information submitted, there is no apparent wetland impact. However, a wetland delineation r •ort is re • ' ed to eri no wetland impact and for conve ance of drainage and utility easements. Emmons & Olivier Resources, Inc. 1/24/02 Hrl'C-1rJ-cr�r�c J. J ".t1 • • 1� 1 VG \.r uLm W 1 I \JI ILL Permit Application No. -001 Paul Ozerkov 4. A grassed swale northwest of the proposed building is intended to satisfy the District's infiltration standard. However there is no means of routing runoff from impervious surfaces to or retaining this runoff for 72 hours. 5. The RCWD regulatory flood elevation for the site is 886.1 (RCWD 1998 Calibration Study). There is no floodplain fill associated with this project. The proposed lowest floor is 892.0, thereby satisfying District freeboard requirements. The calculated 100 -year flood elevation for the onsite pond is 891..7. The proposed lowest floor is 892.0 and the lowest opening is 903.0, thereby satisfying the District's non - regulatory freeboard requirements. 6. A satisfactory erosion control plan has been submitted specifying riprap at stormsewer outfalls, silt fence downstream of graded areas, revegetation specifications, and an implementation schedule. Board Action: Emmons & Olivier Resources, Inc. 1/24/02 TOTAL P.05 VICINITY MAP SCALE: NOT TO SCALE BACKFILL W/ NEW GOOD QUALITY TOPSOIL & SEED NEW BITUMINOUS PAVEMENT EXISTING SUBGRADE SOIL CLASS 5 BASE AGGREGATE B6 -12 CONCRETE CURB DETAIL NOT TO SCALE 8' ON STALLS ADJACENT TO 8' -0" AISLES ONLY ACCESSIBLE PARKING SIGN SCALE: 1' 13' -4' b rdlr.drt1GLIAKIPIPIGICIPIEW .040 �99/I S COMPACTED CLASS 5ABA \1 BARS 0 1 W/ 0 VERT. BEN DOWELS, INTO FTG L J .. CONCRETE APRON 0 0 0 INVERTED LINTEL BLOCK TOP COURSE 8' CONE BLK PAINT TO MATCH BUILDING R U S S I A N B A P T I S T C H U R C H ACCESSIBLE CURB CUT SCALE: 1/8" - 1' -0" HINGE BY GATE SUPPLIER VERT. CEDAR GATE W/ CEDAR LATCH 12•-0" WIDE x 5' -6" HIGH CONCRETE SLAB AND APRON 12'x16' CONC. FTG. W /(2) /5'a CONT. TRASH ENCLOSURE PLAN AND ELEVATIONS 5 "11 STEEL BOLLARD GROUTED SOUO IN BLOCK CORE FOR GATE IACUNTING I SCALE: 1/4" - 1' -0" W LINE OF THE 5W1/4 OF THE SW1 /4 -_) OF SEC. 31,7.31,9,22 et0 �01m 5 8829'53' E 340.00 DRAINFIELDU EXPANS1011 h - -I� I SECONDARY) PARKING % I II Y DRAINFIELf) SETBACK I II' 6' -0" HIGH OPAQUE FENCE 0' ETB 0' L BLp . ;ACK4, I o2 I 1 PROPOSED BUILDING I e i I 1 15,497 S.F. II I___3.LEYEL5 __ i 1 ion I gg1, D ICON EWiK 1- ■ 7 f- r-r -T- I- rr-r -1 -I-r T-) 1 1 1( 1 1 1 1 1 1 it 1 I I I 1 1 1 1 1 1 1 11 I - -� r- PARKING FOR 1-- - L - TRASH ENCLOSURE SEE 4/61 r- I U.C. WATER RESEVOIR Fr, SPRINKLER SYSTEM VERIFY SIZE AND LOC'N W/ SPRINKLER CONTRACTOR I FUTURE I EXPANSION CONC. STOOP 1 SEE STRUCT. 120 -0 113.10 N 8829 53" 6' -0' HIGH OPAQUE FENCE PROPOSED WELL LOCATION VERIFY W/ CONTRACTOR 5' -0' PARKING SETBACK gin HO C O M M E R C I A L P L A N R E V I E W F O R C O D E C O M P L I A N C E A. GENERAL INFORMATION Project Nonw Russian Baptist Church Project Location Lino Lakes, Minnesota Lot Size 4,61 Acres 200,786 el. Zoning And Land Use Rural District (C.P.U.) Had Surface Coverage 48,926 &I.1205786 s.1. - 24.48 Cram Space Coverage 151.860 &l./200,786 It - 75.6X Beading Coverage 7,436 1.1/200.786 et. - 178 B. APPLICABLE CODES: 1. Uniform Building Code 2. LFno Lakes Zong Ordnance 3. Minnesota Stole Building Code 4. Minnesota Disabilities Code 5. Minnesota Plumbing Code & Minnesota Dectecal code NEC 7. Minnesota Energy Conservation Code & Uniform Fire Cod. 9. Minnesota Fire Code 10. Minnesota N.V.A.C. & R. Coda 11. Uniform Mechanical Code 12. Orator Safely Code OCCUPANCY GROUP Church - 15487 et (UBC 304) Croup A2.1 1 C. D. E. F. 1997 Edition (UBC 1997) Current Edition 1998 Edition 1999 Edition 1998 Edition 1999 Edition 1999 -2000 Edition 1997 Edition 1998 Edition 1998 Edition 1991 Edition 1999 Edition TYPE OF CONSTRUCTION A2.1 Type V 1 Flour Fully sprinklered in compliance with UBC standard 9 -1 and 9 -2 (Sprinkler Concealed Spaces) BUILDING AREA. HEIGHT Total Square Feel: 7,436 :f. + 1,062 el. Upper Leval - 8,498 s.l. nth 6,989 A.E. Bolem ALLOWABLE HEIGHT AND BUILDING AREA 4. Allowable Height (UBC 505, 506, Tone 5-21) 50' -0" 2 Stories 2. Proposed. Height - 45' -0" - 0 Steeple 3. Allowable Area - A2.1 Type V I Hour 10,500 S.F. x Seporolbn (UBC 505) 4 sides 1008 - 21,000 SF. 21,000 S.F. + Multi Slay Approved Sprn4r System (UBC 505.3) 2008 - 42,000 S.F. 4. Area Check - 8,498/42,000 - 20.28<1005 G. OCCUPANCY SEPARATION (UBC 302.4) Not Required H. AREA SEPARATION (UBC 504.6.4) Not Required I. FIRE RESISTIVE RATINGS (UBC TABLE 6 -A) 1. Exterior Bearing VCRs 2. Interior Bearing Walls 3. Exterior Non- bearing Walls 4. Structural Frame 5. Permanent Partitions & Shalt Eodosure 7. Floors And Flow Ceilings & Roofs and Roof Ceilings A Exterior Doss And Windows Hour Hour Hour Han Hour Hour Hour Hour Nat Permitted Less Thin 5 Feel, Protected Less Than 10 Feet. J. OCCUPANCY LOAD (UBC TABLE 10 -A) Sooting Capacity - 375 Occupant Load - 713 0 Staled On Floc Plan K. EXITING 1. Number Of Exits (UBC 1004.2.3) 71341,000 Occupants - 3 Required, 4 Provided 2. Dnlonce To Exits UBC 1004.2.5) Less Than 250' -0 3. Corridor 99dth (UBC 1004.3.4) 44' At Occupancy Load Create Than 49 4. Arrangement Of Exits (UBC 1004.2.4) Not Less Than 1/2 Diagonal Overall Building Dimension. 5. Exit Width (UDC 1003.2.3) Min. Dew Width 32" Per Door & Door W1dlh (UBC 1003.3.1.3) M Exit Doors An Min. 3' -0" In Width 7. Door 5wi1g (UBC 1003.3.1.5) Dacca Swing Out %bee Rewired & Type Of Lock Or Latch (Dec 1003.11.8) Openable From Inside Without Use Of A Key. 9. Exit Or Exit Access Doors Shull Not Be Provided Win A Lolch Or Lock Unless It Is Panic Hardware (10072.5) 10. Manually Operated Edge - Or - Surface - Mounted Flush Bolls And Surface Beets Or My Device Used 1. OTHER t. Building le Access&le 2. Roof Access (MSBC 1300.4500) Not Required 3 Roof Hatch (MSBC 1300.4500) Not Required 4. Draft Stops (UBC 708.3) Required See Ron For Notes And Location 5. Recycling Space - Exter'wr Trash Entlosure & M Approved Fre Alorm System Sho9 Be Installed (U.B.C. 303.9) 7. Au4ale And Visual Alarm Shall Be Provided (M.SB.C. 1341.0472) PLUMBING FIXTURES - INCLUDING ACCESSIBLE (UBC APP. CHPT 29) Required Provided 5 -0' PKG. SETBACK °i JoPP ANOKA CO. HWY. 9 -0- PLAT NO. 48 I M. Based On Oavponls I. Water Closets 2 4 2. Urinals - - 3 Lavatories 1 2 4. Fountains 1 5. Service 5141 1 N. PARKING 1. Church: 375 Seats 0 1/4 Seals 2. Told Parking Required E10.1114 CU CURB 41441 94 Spaces 94 Spaces 1 Told Parkin Provided Stall Size Striping - 4' White Stripes AVEMENT DESIGN: I. M Parking Areas 1 1/2" Bituminous 9/ear Course MN. D.O.T. 2331 T. 41 2" Bituminous Lender Course MN. D.O.T. 2331 Type 31 6' Compacted Coss 5 Bose MN. D.O.T. 3138 2. Verify MTh Existing Soil Conditions And Adjust Accordingly ASH STREET (C.S.A.H. NO. 32) 1 227.00 14 8829'53' W 5. UNE OF THE SW1/4 OF THE SW1 /4 OF SEC. 31 7.31 817 ANOKA CO. MONUMENT AT THE SW CORNER OF SEC. 31 SITE PLAN SCALE: 1" - 40' -0" NORTH 99 Spaces Se X 18" Stalls L A M P E R T ARCHITECTS 13837 NE Uncoln Street - Ham Lake, MN 55304 1 11 PhoneO63.755.1211 Fore763.757.2e4e lemver101omo 1- areh.oem ARCHITECT CERTIFICATION: 1 HERESY CERTIFY THAT THIS RAN. OPEOVICAbON CR REPORT WAS PREPARED BY ME OR UNDER 4Y DIRECT SUPERVISION AND MAT 1 A4 A DUCE LICENSED ARCHITECT UNDER THE LARS OF 1HE STATE OF 44NNES0TA wa1AILK LEONARD LAMPERT PINT OINK OAR V 8 5 c V CA a) m O Z 0 V / Lino Lakes, Minnesota Drown 8y. ECO Checked By LL. LAIL Revisions 04.08.02 CITY SUBMITTAL 04.22.02 PRELIMINARY DWGS 05.10.02 CITY SUBMITTAL SITE PLAN CODE REVIEW DETAILS Sheet Number Al Project No. 010606 -4 Certificate of Survey for: Russian Baptist Church ralish.ALAMBAS 10 —ma— Intl NAM CAINE & ASSOCIATES LAND SURVEYORS. INC. 0...4......y .... 1... Oar. I... 1 o..r• — - ihnot. ovate. Am.. 0•••• — ..M r...11w _`�rie- -�•••� 0.01011 — ..aU.M w •11.0.4 by GM I .. M..1.*.. 1w • 02000 RLK- Kuusisto, LTD. SITE NOTES • DIMENSIONS ALL DIMENSIONS SHOWN ARE TO BACK OF CURB BUILDING DIMENSIONS SHOWN ARE TO OUTSIDE OF BUILDING FACE CURB RADII 15 5 FEET TO THE BACK OF CURB UNLESS OTHERIWSE SHOWN. CONSTRUCTION NOTES • CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED ACCORDING TO MnOOT 2531. CONCRETE CURB AND GUTTER SHALL BE 11-512 UNLESS OTHERMISE NOTED. CLASS 5 SHALL BE EXTENDED 6' BEYOND THE BACK OF CURB. • CLEARING AND GRUBBING AU. CLEARING AND GRUBBING SHALL BE ACCORDING TO HnDOT 2105. • TOPOGRAPHY EXISTING TOPOGRAPHY PROMDED By RLK -CAINE de ASSOCIATES LAND SURVEYORS, INC.. U11UTY NOTES • SPECIFICATIONS ALL U1IUTIES SHALL BE CONSTRUCTED ACCORDING TO THE MOST RECENT EDITION OF 1HE CITY ENGINEERS ASSOCIA110N OF MINNESOTA (CEAM) SPECIFICATIONS • CATCHBASINS AND MANHOLES CATCH BASKS AND MANHOLES IN PAVED AREAS SHALL BE BUMPED 0.05 FEET. CATCH BASINS IN GUTTERS SHALL BE BUMPED 0.15 FEET. RIM ELEVATIONS SHOWN REFLECT BUMPED ELEVATIONS — - — , iI • /// I i 1 ) I I • / / I ;' 1 \ 1 C} . 1 1 f )1 i I. i i i' i I • 7 ! i ' e 1 d GI 1— 1 B -5 / 4 I -- , PAr2iCNS,Of? g:' 1- -- / FUTURE EXPAt3S:or L B -6 0 I i i 1 1 I . I I H { I 18.0' -I- 15.0' 35.0' --I 28.0 -- 15' — I 16.G' - -J 50.0* - --- T -30.1'— 80.0' 1 I 120.0 Tn BFE 892.0 B -2 er FFE 903.0 a'as 15' U.G. WATER RESEVOIR FOR SPRINKLER SYSTEM VERIFY BEE AND LOCATION WITH SPRINKLER CONTRACTOR PROPOSED WELL WELL DRILLER TO VERIFY LOCATIONS AND MEET ALL APPUCABIF CODES -.. -.. `. Ya..4y +tawny •• 440 4a, VA f ) Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651- 454 -0002 MN. Toil Free 1- 800 -252 -1166 BENCHMARK BRASS DISK IN SOUTHEAST CORNER OF BRIOGE LOCATED ON COUNTY ROAD J EAST OF LEXINGTON AVENUE CROSSING RICE CREEK. (ANOKA COUNTY) ELEV.= 888.559 SPIKE IN POWER POLE LOCATED 525' NORTH OF COUNTY ROAD J ON BALDWIN LAKE ROAD. (ORGN UNKNOWN) ELEV.a 893.81 LEGEND PROPOSED N > >—•-••••611 DOSING :+C tti -.• -_ M - .......+y1 0 RIGHT- OF-WAY UNE PROPERTY LINE CURB LINE MANHOLE SEWER/ WATERMAIN FIRE HYDRANT FIRE HYDRANT W/ AUX. VALVE GATE VALVE ER // SSEEWER /MµHOLETORM FLARED END SEC110N W/ RIP RAP 30 NORT 60 90 SCALE IN FE 0 CY LNJ d. =DO U Zi1 (/)¢Z CL al CO Z Q ((% 4 = Ce 02000 RLK- Kuuaieto, LTD. FINISHED GRADE 1 1/2' BIT. WEARING COURSE, MnDOT SPEC. 2331, TYPE 41 TACK COAT, MnDOT SPEC. 2357 2' BIT. BASE COURSE. MnOOT SPEC. 2331, TYPE 31 6' ACC. BASE, CLASS 5 Mn007 SPEC 2211 COMPACTED SUBGRADE AS APPROVED BY GEOTECHNICAL ENGINEER BITUMINOUS PAVEMENT NORMAL SECTION (DESIGN BY AMERICAN ENGINEERING TESTING. INC.] BENCHMARK BRASS DISK IN SOUTHEAST CORNER OF BRIDGE LOCATED ON COUNTY ROAD J EAST OF LEXINGTON AVENUE CROSSING RICE CREEK. (ANOKA COUNTY) ELEV... 888.559 SPIKE IN POWER POLE LOCATED 525' NORTH OF COUNTY ROAD J ON BALDWIN LAKE ROAD. (ORIGIN UNKNOWN) ELEV.- 893.81 GRADING, TURF ESTABUSHMENT & EROSION CONTROL NOTES • TURF ESTABUSHMENT ALL TURF ESTASUSHMENT SHALL BE ACCORDING TO MnOOT 2575 AND SHALL TAKE PLACE WITHIN 10 DAYS OF THE COMPLETED GRADING OPERATION. • TOPSOIL CONTRACTOR SHALL STRIP. STOCKPILE AND RE- SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH (COMPACTED) TO ALL DISTURBED AREAS. TO BE SODDED OR SEEDED. SEEDING (INFILTRATION PONDS) SEED MIX SHALL BE MnOOT 268 AT 100/ PER ACRE • SEEDING (ALL ELSE) SEED MIX SHALL BE MnDOT 508 AT 100# PER ACRE. DORMANT SEEDING AFTER NOVEMBER 1. AT TWICE THE NORMAL RATE • SOD SOD SHALL BE ACCOROING TO MnOOT 3878. • MULCHING MULCH SHALL BE MnDOT TYPE 1. STRAW SHOULD BE SPREAD UNIFORMLY AT A RATE OF 2 TONS PER ACRE AND ANCHORED WITH EITHER NETTING OR A STRAIGHT 0150. • FERIIUZER TYPE 20 -0-10 AT 400 / PER ACRE. • EROSION CONTROL ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS ANO BE MAINTAINED UNTIL ALL AREAS ALTERED ON THE SITE HAVE BEEN RESTORED. • GRADING ALL GRADING SHALL BE ACCORDING TO MnOOT 2105. AFTER SUBSTANTIAL TURF ESTABUSHMENT. ALL SEDIMENT SHALL BE REMOVED FROM ALL PONDS. • EROSION CONTROL CONTACT PERSON DAN TORGERSON 19222 STAPLES ST NE EAST BETHEL MN 55011 763 - 413 -0042 CONSTRUCTION NOTES • CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED ACCORDING TO MnDOT 2531. CONCRETE CURB AND GUTTER SHALL BE 8 -612 UNLESS OTHERWISE 740180. CUSS 5 SHALL BE EXTENDED 6' BEYOND THE BACK OF CURB. • CLEARING AND GRUBBING ALL CLEARING ANO GRUBBING SHALL BE ACCORDING TO MnDOT 2105. • TOPOGRAPHY EXISTING TOPOGRAPHY PROVIDED BY RUC -CANE & ASSOCIATES LAND SURVEYORS. INC.. • WETLAND DELINEATOR WETLAND DELINEATION BY EARTH SCIENCE ASSOC.. INC. CONSTRUCTION SEQUENCING DURATION INSTALL SILT FENCE 2 DAYS STRIP SITE 3 DAYS GRADE SITE TO SUBGRADE 2 WEEKS INSTALL UTILITIES 2 WEEKS CONSTRUCT BUILDING 2 MONTHS PAVE PARKING AREAS 1 LEEK STRIPE PARKING AREAS 1 DAY VEGETATE GREEN AREAS 1 WED( PROJECT DURATION 3 MONTHS OUTLET // CONTROL STRUCTURE / / INFILTR TION PON• T Coll 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651- 454 -0002 MN_ Toll Free 1- 800 -252 -1166 i53 371211 N21E -889.0 11-1( r*' -rte'= 11 1r4 1'1 I\I 1 11 V I I I 1 j 1 ,1 I I I 1 II / / B -5 - -� P ARKING g'OR / FUTURE EXPANSION ■ 90' -18' RCP CO 0 1.45 SILT FENCE SEE DETAI 99.09 91" 10 C8MH1 '0 W/MnDOT 40201 R3250A RE 8µ98Q IE(15)..890.46 1E(181•4190:16 140' -15 RCP CL5 0 1.45 FUTURE BUILDING 084 210 84342 CASTING RE =899.29 IE =895.79 C8MH2 k I 48.0 W/1Jn00T 40201 COVER. R3250A CASTING RE-901.0 2.22 E8989 = 140. -15' RCP CL5 0 1.45 CBMH3� +G 48'0 W/MnDOT 40201 cOVER. R3250A CASTING RE- 901.70 IE =894.18 125' -15' RCP CL5 • 1.3X / / SILT FENCE (SEE DETAIL) ( GRAVEL ENTRANCE (SEE DETAIL) / s Cowl drh•• ry CRETE � �ORIVE APRON GRAVEL ENTRANCE B L 8612 CURB & GUTTER Metal or wood stake- 8612 take - /engineering fabric / as specIFied Fabric anchorage trench / backfIll trench with \ tamped natural soil \ 1.I Lilo � I �. J// Il I-6` SILT FENCE DETAIL ELM COR801IJCI CHA»E1 10 NUN BOARD AAAC'EEEIT IP 19 ®1.10 TAa11 /A CAST »•1 CRAMS. 00.,4. STAPMEM 01 , RETANNER 8 POI 1LAWNOE STEPS SMALL SC RACED 0008 THE OUTLET PIPE PM[GST COMER MNIIOX SECTOR PRECAST CONCRETE RANHOE BASF SECTION A-A !CC112L 8-8 LIEGEND ROPOS — EXISTING 7/W14• STAN/ESE STEEL REIP101 PIN 2, •C STAII4134 VIES. 111EAO MEEVE ANCHOR 4' 0I COMER 21.t11/4' CAST MON CANNEL MATED 2%r TENOR TO REACH OESIO401W MIL ELEVATOR BEATEN 0112 PLANKS (NPRLAP MAIM AT J0N•S AO NAL MN rx0AMmn NAAS MIME R.N4757 2i•• CAST OM aAMkl O 1M= INTO NfOIt MAT WT 0101 R CONTACT MN MOOT 11,114 2 COATS C• 9NYMIWr PANT. • rA IE (SRn) 4.44. ORSON= TREADED 1072 PLANKS aNOEAP PLANTS AT JNIR AND NN. ICH ONLwMH® MALI 4• owls OUTLET CONTROL STRUCTURE NOT TO SCALE 4~ •» -19 0-- 1E -0 8141 •1• RIGHT -OF -WAY UNE PROPERTY UNE CURB LINE DEUNIATED WETLAND CATCH BASIN/STORM SEWER/MANHOLE FLARED END SECTION W/ RIP RAP TOPOGRAPHICAL CONTOUR UNE DIRECTION OF DRAINAGE SLOPE SILT FENCE GRADING UMITS WETLAND 0 30 NORTH 60 90 7 SCALE IN etl 2 U O UZ u) V7 a Z azz ca 2 < (0 c.4 Y Q IMF ( (1) N = d' J N3 \ Vnkl \;f 4CNI 0 C'4 LANDSCAPE NOTES - ALL LANDSCAPED AREAS TO BE PROVIDED W1TH AN IRRIGATION SYSTEM. - PROVIDE MULCH AND EDGER STRIP 0 AU. SHRUBBERY PLANTING LOCATIONS. - FOUR (4) INCHES OF BLACK DIRT SHALL BE APPUEO TO ALL LANDSCAPE SITUATIONS AND BE THOROUGHLY TILLED INTO THE SUB GRADE TO A MINIMUM DEPTH OF SEVEN (7) INCHES - ALL NEW PLANTS SHALL BE GUARANTEED FOR TWELVE (12) MONTHS FROM THE TIME CONSTRUCTION HAS BEEN COMPLETED. AU. PLANTS SHALL BE ALIVE. OF GOOD QUALITY. AND DISEASE FREE AT THE END OF THE WARRANTY PERIOD OR BE REPLACED. ANY REPLACEMENTS SHALL BE WARRANTED FOR TWELVE (12) MONTHS FROM THE TIME OF PLANTING OR A LETTER OF CREDIT AND /OR CASH ESCROW IN UEU OF A WARRANTY. PLANTING SCHEDULE QTY. KEY COMMON NAME BOTANICAL NAME SIZE MTHD REMARKS 3 A GREEN ASH FRAXINUS PATLIORE 2.5' BB ELYMUS TRACHYCAULUS 6 0 SUGAR MAPLE ACER SACCHARUM 2.5" 88 34.0 2 C FLOWERING CRAB MAUUS SPECIES 2" 88 BLUESTEM, UTTLE 4 0 SPRING SNOW CRAB MAUUS SPECIES 2" 88 TOTAL: 23 ... GREEN SPRUCE PICEA GLAUCA 6' BB 18 F COMMON LILACS SYRINGA VULGARIS Y2 CONT. 12 G GOLD FLAME SPIREA SPIRACA JAPONICA i2 CONT. MIXED W/ N 12 11 VARIEGATED DOGWOOD CORUS ELEGANTISSIMA 12 CONT. MIXED W/ G MIXTURE 15A MODIFIED (158) —MESIC TALL GRASS PRAIRIE COMMON NAME BOTANICAL NAME % OF MIX BLUESTEM BIG ANDROPOGEN GERARDI 5.0 DRAMA, SIDEOATS BOUTELOUA CURTIPENDULA 10.0 WILD RYE. CANADIAN ELYMUS CANADEN9S 5.0 WHEAT GRASS. SLENDER ELYMUS TRACHYCAULUS 5.0 RYE CRASS, ANNUAL LODUM ITALICUM 10.0 REGREEN NA 34.0 FORBS(TABLE F -1,F -2 OR F -3) NA 5.0 SWATCH GRASS PAICUM VIRGATUM 2.0 BLUESTEM, UTTLE SCHIZACHYRIUM SCOPARIUM 12.0 INDIAN GRASS SORGHASTRUM NUTANS 12.0 TOTAL: 100.0 RATE: 30LBS /ACRE (33KG/HA) DESCRIPTION: NATIVE MIX. REACHES A HEIGHT OF 36 TO 48 INCHES. EXCELLENT FOR USE ON ALL SOIL TYPES. FOR USE IN OAK SAVANNA AND PRAIRIE REGIONS OF THE STATE. 1, 18" MIN. 4 3" LAYER WOOD CHIP MULCH TURN BACK BURLAP SAUCER PLANTING SOIL WITH FERT1UZER REMOVE WIRE AND PLASTIC SHRUB PLANTING DETAIL SCALE: 1" e, 40' -0" TREE PLANTING DETAIL SCALE: 1" - 40' -0" MAINTAIN TREES NATURAL FORM BY PRUNING BRANCHES FLUSH WITH BARK PRUNE FOLIAGE ONE THIRD DO NOT CUT LEADERS STAKING AT CONTRACTORS OP110N PAPER TREE WRAP SHALLOW MULCH NEAR TRUNK (1 INCH) MULCH DEPTH 4 " -6 ", 12" FROM TRUNK MULCH TAPERS TO 2 " -7 DEPTH 0 PERIMETER EIOSRNG GRADE GRADE PERIMETER CUT 1' -2" DEEP TO HOW MULCH PLANTING SOIL MIXED WTTH MIN. 505 EXISTING 9TE SOIL ACHIEVE PROPER SOIL TEXTURE FOR TREE. IF UNKNOWN. MIX A SANDY LOAM 501L. 0 1 I I II I 1 1 03(5" O FUTURE EXPANSION 00 6 S 8829'53" E 340.00 1 1 ZNATIVE GRAS i S7 -r r r -r1 -- I I I! I I I 1 1 1 1 1 1 f I 1 1 1 I I I 1 1 1 1 0 11 L 00 ►.. Mill >vlv�� I TO 8E PLANTED ©2 III,' 3' -0" FROM AWAY PROPERTY LINE 01 6' -0' HIGH BD. ON BD. • ' OPAOUE FENCE I I I k [_ gee4Weleole Cis,' O— 44>_ -- 0 0 03 0 I I I II► s SOD J 0 6' -0" HIGH 8D. ON BD. OPAQUE FENCE O 3 NO 50 ASH STREET (C.S.A.H. NO. 32) 227.00 �— 1 N 8829'57 W LANDSCAPE PLAN SCALE: 1" - 40' -0" NORTH TO BE PLANTED. Y -0" AWAY PROPERTY LINE V r/ o c V L co 1— • co a. o Z O Q rAI..V 1�1�1 Lino Lakes, Minnesota Drown By. 000 Checked 8Y. LL, LML Revisions 04.08.02 04.22.02 05.10.02 CITY SUBMITTAL PRELIMINARY OWGS CITY SUBMITTAL LANDSCAPE PLAN Sheet Number L1 Project No. 010606 -4 SITE LIGHTING FIXTURE LEGEND TYPE 11 TYPE SYMBOL QUANTITY ARRANGEMENT LUMENS LLF DESCRIPTION 2A EFIZI 3 BAOL -BACK 25,000 0.700 SPAULDING PFI- M250PS- SVS -FG 18 El 1 SINGLE 25,000 0700 SPAULDING PFI- M250PS -11I -FG IA L] 2 SINGLE 25,000 0.700 SPAULDING PFI- M250PS- SVS -FG 0 19 10 873 439 20 0 0 21 ID 822 359 20 0 LUMINAIRE LOCATION SUMMARY PROJECT: ALL PROJECTS SE0 N0. LABEL X Y 7 ORIENT TILT 16 2a 806 210 25 90 0 12 10 936 436 20 0 0 18 lo 715 212 25 90 0 19 10 873 439 20 0 0 21 ID 822 359 20 0 0 STATISTICAL AREA SUMMARY PROECT: ALL PROJECTS LABEL AVG. MAX MIN AVG/MIN MAX/IAN SOUTH LOT 1.96 3.9 0.6 3.27 7.71 NORTH LOT/DRIVE 1.41 3.8 0.2 7.05 7.57 i jJ11. LI "1 "1..1 .J rie_ s " •c'I 10 � Y. Gs PARK NC F0% FCITURE•EXAAW,1011 L1 . L L p ...... MIY " diffironuume6 11) 3:: •Ac OA se LIGHTING PLAN SCALE: 1" - 40' -0' NORTH NOTE: UGHTINC SHOWN FOR SCHEMATIC PURPOSES ONLY. LIGHTING IS DESIGN -BUILD BY ELECTRICAL CONTRATOR, VERIFY 012E, STYLE, QUANTITY AND LOCATION W/ OWNER AND CONTRACTOR. PROVIDE UCHTINC PHOTO METRICS IF NECESSARY AT CITY'S REQUEST. Lino Lakes, Minnesota Drown By ECO Checked By. LL, LML Revisions 05.09.02 05.10.02 PRELIMINARY DWGS CITY SUBMITTAL LIGHTING PLAN Sheet Number L2 Project No. 010606 -4 • • 8' -1' 66' MIN. 17' -7 1/2" 27" -31' p_0• 8, -1' 32' CLEAR —`— 30 "x48" CLEAR °n FLOOR SPACE 117 —`-- 30'x48' CLEAR I A FLOOR SPACE L 30'x48' I CLEAR I FLOOR SPACE 30'x48' CLEAR FLOOR SPACE SEE 7/A2 FOR DRINKING FOUNTAIN DETAILS 27 " -31' 66' MIN. 0 u0" -8' 0 - PROVIDE 1 -HOUR COLUMN WRAP, TYP SEE 8/A7 — 30"x48' . CLEAR FLOOR SPACE —1— 30 x48' CLEAR FLOOR SPACE 1} J 1 PROVIDE 1 -HOUR OCC. SEPARATION • STOR./MECH. ROOM 107 SEE DTL. 10/A7 STOR. /MECH. 10 11071 364 S.F. 2 OCC. SPRINKLER RISER 1 1/2" FURRING STRIPS W/ 5/8' GYP. BOARD & 1 1/2" RIGID INSULATION TYP. 0 EXTERIOR CONC. BLOCK WALLS NOTE: 27" . WALL MOUNTED TOILET 31" . FLOOR MOUNTED TOILET ENLARGED RESTROOM PLAN SCALE: 3/8' . 1' -0' LAVATORIES SHALL HAVE A CLEAR ACCESS W1OTH OF NOT LESS THAN 30', CLEAR HEIGHT OF NOT LESS THAN 29' TO THE BOTTOM OF THE FIXTURE APRON, CLEAR HEIGHT OF NOT MORE 34' TO THE RIM OF THE FIXTURE, AND A CLEAR DEPTH OF NOT LESS THAN 12' UNDER THE FIXTURE EXCLUSIVE OF BOWL AND WASTE PIPE. ALL EXPOSED PIPES ARE TO BE COVERED WITH AN INSULATED PROTECTIVE MATERIAL THE WATER CONTROL VALVES SHALL HAVE LEVER HANDLES. RESTROOM ACCESSORIES NOTE: MIRRORS SHALL BE MOUNTED SO THAT THE BOTTOM 15 NO HIGHER THAN 38' ABOVE THE FLOOR. ALL WALL - MOUNTED DISPENSERS, WASTE DISPOSAL CONTAINERS, OR SIMILAR ACCESSORIES SHALL BE MOUNTED SO THAT WORKING HEIGHT IS NO HIGHER THAN 38" ABOVE THE BOOR, AND SHALL BE FREE OF INTERFERENCE BY GRAB BARS OR OTHER ACCESSORIES OR FIXTURES. GRAB BARS SHALL SUPPORT A WEIGHT OF 250 LBS. OR GREATER. BACK WALL SIDE WALL GRAB BARS AT ACCESSIBLE WATER CLOSETS 8" MIN (KNE CLEARANCE RESTROOM DETAILS & NOTES SCALE: 3/8" . 1' -0" 17 " -19 HIGH FOUNTAIN EQUIPMENT i41- PERMITTED IN SHADED AREA UPPER LEVEL PLAN SCALE: 1/8' UPPER LEVEL S.F. . 1,044 S.F. UPPER LEVEL OCC. . 2 OCCUPANTS NORTH 30 "x48'\ CLEAR FLOOR \SPACE ,PI 30'x48" IIFLOO I 0 • SPACE I F.D. i - " MAX. TOE CLEARANCE 1" MIN. X 197' MA LAVATORY CLEARANCES HIGH FOUNTAIN LOW FOUNTAIN \ ±. 30'x48' CLEAR FLOOR SPACE 8" MIN.) \6" MIN. - - - - -- J SPOUT HEIGHT AND KNEE CLEARANCE FOUNTAIN OR COCLER DRINKING FOUNTAIN DETAILS At NOTES SCALE: 3/8" . 1' -0' ENLARGED RESTROOM PLAN SCALE: 3/8' . 1' -0' LOWER LEVEL PLAN NORTH SCALE: 1/8" • 1' -0" LOWER LEVEL S.F. 7,438 S.F. LOWER LEVEL OCC.. 282 OCCUPANTS 4•- 8•x4• -8" CONC. STOOP 105' -0' PROVIDE T -HOUR OCC. SEPARATION 0 STORAGE ROOM 100 SEE DTL 10/A7 20 " -8" NOTE: VERIFY SIZE, LOCATION & CONTSTRUCTION OF ELEVATOR PIT AND SHAFT W/ APPROPRIATE SHOP DRAWINGS e •-8• f0' - U ____ -5 2 -9 9 9' 7' 8 8' -0' r 8 8' -0" 8' -0' 8 -0' 1 12' -5' ' -11 1 74-4" r-o. 6 7-4- r-o" 6 r-o- 6.-10. I P Is�i e P, 1 o o . .. 1 e06 I — — _ _ _ _ � �0 I � � , Inn I I ® In 1 1 :12 MAX I �18k, T I I 4 �Q1 � r ORGAN - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EL fit/ _ I I I i f �_ N 202 \ — — I 1•111.0i r rti�l o SHED FLOOR — • _ ® � �!'� ►•�I' 11, -5. � � E IN ( oz, S © ' — 7 B' -9 1/2 I CON EE NCE ° • CO) B (� I C ms: ■ ■ — —N� O < C CHANCEL 3 2 TREADS— ■ _ _ — _ SAI C CTt7�1RY — — — _ ( ' ' ' 11e - Tor�RISFX� I FINISHED F FLOOR 4 _ _ _ _ _ _ _ _ ■ 4,742 S S.F. N _ — — _ ■ — _ - -- — — ( ( © ®' V -;= B- l ■ — — _ _ — — , n I I -8 I - ITo ■ �� � ��■ TIE L ° �_ i iM■ °j C ■ �� 7 �� O 1 I 0 E Q DEACONS ■ Ill I _ _ _ I I OUND RO• 1 LOCK BO 8 8- * M MI I__I u u 4 4� /© .Y 4 4Q ° 1 1205) g 40 g s l g_ _ RISER AND I e. � �, Q' C r O O O O O O O O O O g Q Q I _=, C CONC. S STO01 1 2 NOTE: VERII SPRINKLER FIRE DEPT. W/ SPRINKI AND LOCAL MAIN LEVEL FLOOR PLAN SCALE: 9/8" - 1-0' MAIN LEVEL S.F. 7,438 SF. MAIN LEVEL OCC. 429 OCCUPANTS NORTH O • ILLUMINATED EMERGENCY EXIT SIGN VERIFY LOCATION W/ FIREMARSHALL TOTAL S.F. 15,487 S.F. TOTAL OCCUPANTS . 713 OCCUPANTS (TOTAL OCCUPANTS IS CALCULATION ONLY, FOR EXITING REQUIREMENTS) L A M P E R T ARCHITECTS 13837 NE Lincoln Street — Horn Lake, MN 55304 i•i Phene:763.795.1211 raR763.757.26e6 IamperWOlamp.t- areh.nm ARCHITECT CERTIFICATION: 1 HEREBY CERTIFY NAT THIS PLAN. SPEOFICATION OR REPORT WAS PREPARED BT ME OR UNDER MT DIRECT SUPERVISION ANO THAT I AM A DULY UCENSEO AROOTECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNAILINE LEONARD LAMPERT PINNY NAME LICENSE NO. PATE Lino Lakes, Minnesota Drown By. ECO. KAIB Checked By UL. LAIL Revisions 04.08.02 04.22.02 CITY SUBMITTAL PRELIMINARY DINGS LOWER LEVEL FLOOR PLAN DETAILS Sheet Number A2 Project No. 010606 -4 ONT. RIDGE VENT " WIDE POLYURETHANE MOLDING W/ 5' -2" RADIUS (TYP.) 12 10 OVERHANG / (TYP.) 6,4' -8" /4' -8' EAST ELEVATION l' —O OVERHANG (TYP.) SCALE: 1/8' - 1' -0" 10 12 CONT. RIDGE VENT MUM., lllll dip TOP OF ROOF EL 136' -6' WEST ELEVATION SCALE: 1/8" - iWY /—CONT. RIDGE VENT ASPHALT SHINGLES (TYP.) VINYL LAP SIDING FACE BRICK SOLD! COURSE FACE BRICK — FINISHED FLOOR EL 100-0" TOP OF FOOTING EL. 89' -1 3/4' 1' —O OVERH;—NG) (TYP.) 12 ANODIZED ALUM. FRAME W/ 1" INS. GLASS (TIP.) 10 12 4. OVERHANG TOP OF STEEPLE,(� EL. - 145 -0'Y TRUSS BEARING EL - 135' -0 POLYURETHANE MOLDING AROUND SANCTUARY WINDOWS PRE — FINISHED wk. DOWNSPOUTS W/ SPLASH BLOCK SOUTH ELEVATION SCALE: 1/8" - 1' -0' OVERHANG 10 12 OVERHANG NOTE: PROVIDE ROOF VENTING 0 1 S.F. PER 300 S.F. OF ROOF AREA W/ 50X OF VENTING LOCATED A MIN. CF 3' -4' ABOVE SOFFIT VENTING W/ THE BALANCE PROVIDED BY SOFFIT VENTING. PROVIDE BOX VENTS AS READ ON NORTH SIDE OF BUILDING 11 t - -- s--- -t - - --5 6' %ROE POLYURETHANE MOLDING PRE — FINISHED METAL GUTTERS TRUSS BEARING EL - 110' -0 OVERHANG NORTH ELEVATION SCALE: 1/8' - /OVERHANG 0' • (TYP.) L A M P E R T ARCHITECTS 13837 NE Lincoln Street Ham Lake, MN 55304 INI Phana•.765.775.1211 FaN:767.777.254e INnpa.lelamperl- arch.eam ARCHITECT CERTIFICATION: 1 HEREBY CERTIFY NAT DNS PLAN. SPE0RGRON OR REPORT WAS PREPARED BY ME OR WIDER MY OWECT SUPERVISNN AND MAT 1 AM A DULY UCENSED ARCHITECT UNDER 1NE LAWS OF INC STATE a MINNESOTA. SNAANw LEONARD LAMPERT PRINT NAME LCCNW N0. OAR Lino Lakes, Minnesota Drawn By..ECO, KMB Checked By. LL. LML Revisions 04.08.02 04.22.02 0TY SUBMITTAL PRELIMINARY DWGS ELEVATIONS Sheet Number A3 Project No. 010606 -4 • • •