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HomeMy WebLinkAbout07/30/2003 Env Bd PacketCity of Lino Lakes Environmental Board Meeting July 30, 2003 6:30 p.m. AGENDA 1. CALL TO ORDER 2. APPROVAL OF MINUTES 3. APPROVAL OF AGENDA 4. OPEN MIKE 5. ACTION ITEMS A. EAW Review, Pheasant Hills Preserve 12 B. Apollo Center, Woodstone Builders Inc. C. Marshan Lake Industrial Park/Preliminary Plat and Site Plan Review 6. DISCUSSION ITEMS 7. OTHER DEPARTMENT REPORTS. A. Forestry B. Solid Waste Recycling /Recycling Day C. Environmental /Heron Issues 8. ADJOURN Agenda Item 5A Environmental Board Meeting Date: EAW Review For Pheasant Hills Preserve 12th Addition. Topic: This is not a design review. The Environmental Board is asked to review the EAW for completeness so that the doccument can be distributed to the appropriate agencies for comment. Background: The EAW request for Pheasant Hills Preserve 12 was made about a year ago. Analysis: To be looked at the Environmental Board meeting Options: Recommendations to be noted in comments Recommendation: Environmental Board Comments: Attachments: 1. EAW Pheasant Hills Preserve 12. Agenda Item 5B Environmental Board Meeting Date: July 30, 2003 Topic: Apollo Center, Woodstone Builders Inc. Background: This is a proposal to build a multi- tenant retail structure at the SE intersection of Apollo Drive and Lilac St. The site location is depicted on Attachment 1. Attachment The existing zoning classification is General Business. Submitted application information is included as Attachment 2. Analysis: There are no unique resources on the site. (Attachment 3). There was no resource inventory submitted. The site is not located in any presently designated protection zones (Attachment 4). All surface water is assumed at this time to be conveyed to an existing retention pond to the NW (Attachment 5). Surface water calculations should be verified and a system designed to minimize excessive water volume losses. A landscape plan has been submitted that shows 20 larger shade trees and additional 10 smaller trees, as well as a number of plants that are appropriate for the site. All sodded areas are irrigated. Tanda Gretz has tabulated information on parking, impervious, and lighting (Exhibit A). The parking stalls proposed exceed the minimum requirements by 1 stall (without restaurant requirements). The proposal is under the maximum allowable impervious surface. There is no information on lighting fixtures. Three readings on light intensity are above maximum intensities allowed. Options: Recommendation: Environmental Board Comments: Attachments: 1. Location Map 2. Application Information 3. MLCCS 4. Area Protection Zones 5. Area Pond 6. Exhibit A •Woodstone Location Map • 0.1 0 0.1 0.2 Miles Woodstone Builders Location Parcels Attachment 1 " PLEASE FILL OUT BOTH SIDES OF FORM CITY OF LINO LAKES - LAND USE APPLICATION a tianxaa;Theox: _.*. Comprehensive Plan Amendment $ . 500 .,..' Conditional Use Permit $ ; 350 interim:Use Permit .. $ ; 350 Site Plan Review $ 500 Subdivision: Prelimi Y Plat $ 1,250 • , � Preservation Development 1,250 Planned DeveloPiment Overlay 1,250 .' ESCROW DST: 1Vlinor Subdivisi Lot Split • Rezoning $ 350 Vacation: drainage, street, utility $ 250 250., RECEivED UN 0 9 2003 Property Addreds PIN# / 3.1: 22 Z! 3 Legal Description: Lot Block Addition Existing Land Use '! • Existing Zoning •DESCRIItiON OF REQUEST: 71otl44 -_ 0-s Applicant: Owner (if different than applicant): 1vc�ns� cfaens . ��rc. • - name address S Rl f 3 GvLG �v 4-1-4 addres a . Ft-12C-sr 13LA) 0 t.1'.. 012.1.[3 . Li4t -1 • 55337 S-< (-P )14-i-1 5.56' S phone 4''z • 'say-- 86 6 z _ phone E'5 i 433 faX 9sz. o St,. 8y'? 651 -- £L 5 _ g8 4L4J e -man C'.�KAen+��c� /F/ eaOauas• -"(A GRADING NOTES: 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651 -454 -0002 OR TOLL -FREE: 1 -800 -252 -1166. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS 3. SUITABLE GRADING MATERIAL SHALL CONSIST OF AU. SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OF TOPSOIL. DEBRIS. ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS DIRECTED BY CONTRACTOR. 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEMENT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 7. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION. LEAVE STREET READY FOR SUBBASE. 8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS. ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE. 9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND UNITS OF BITUMINOUS. PAVEMENT SECTIONS. 10. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL DIMENSIONS AND SITE LAYOUT. 11. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. 12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES IN 10 FEET. 13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. 14. CONTRACTOR 15 RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT FORDING IN LOWER AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. 15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. 16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER. LEGEND ..� DENOTES EXISTING CONTOUR — — — — —998— — — — — DENOTES PROPOSED CONTOUR DENOTES BOUNDARY UNE « DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES PROPOSED CURB TIPPED OUT - 0000000000 0a DENOTES EROSION CONTROL SILT FENCE 1.005 1 • 910.5 CJ 8 DENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE DENOTES PERCENT OF GRADE DENOTES PROPOSED SPOT ELEVATION DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING. DENOTES EXISTING STORM MANHOLE /CB • DENOTES PROPOSED STORM MANHOLE /CB DENOTES EXISTING BITUMINOUS N 89 °14'14" W 132.65 BENCHMARK SPIKE IN SOUTH FACE OF POWER POLE ELEVATION "906 69 (N O ).00. 1929) LILAC8 Y. NOW 491 WCUT EXISTING CURB ARO BLACKTOP. MATCH ALL THICKNESS. GRADE. TYPE OF MATERIAL, RE- GRADE. DITCH.. A9 NECESSARY • a 612 CURB 6i:CUTTEq; Ca 1 . RIM - 906.32; 1.00z .x..43 .: ,,906)32 LP 04 • 0 20 40 60 SCALE "EL. ELEV.- 908.00 10 / 000 907.46 907.7 X 0 / 9d.0 �:a.a `RIM�906.53 osng I C8 4 O0 L — l e. u 1908.911 8-612 CURB & GUTTERS 9:3.4E� RIM - 906.58 ®WDD0100000E] 3000© 000000000000000000000000000000000000D00000000000000000 .DDDOODD0 S89 °14'14 "E - 357.18 F: \Eng \63985 \001 \dwg \1100 \GRADING.dwg, 06/09/2003 02:53:01 PM, ColvinT, 1:2.18095 906.98 IN FEET WARNING . THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES. CABLES. CONDUITS. PIPES, MANHOLES. VALVES. OR OTHER BURIED STRUCTURES BEFORE DIGGING HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. S.M.I. PROJECT NO. 63985 -001 WOODSTONE BUILDERS INC Lino Lakes Retail Lilac St. & Apollo Dr. Lino Lakes, Minnesota Mohagen Hansen Architectural Group ha 1415 E Wa,,ola Blvd 7.1952.473.1985 0W. 200 Fo.952.473.1340 W.,mla NN 55391 ./Incmelaq,Man.aa.c SCHOELL & MADSON, INC. ENGINEERS • SURVEYORS • PIAl61ING SOLI. TESTING • ENvAIONNENIAL SERVICES 10560 WAYZATA BOULEVARD, SURE 1 MBINETOM(A, IAN 55305 (952) 546 -7901 FAX: (952) 546 -9065 W W W.sNwalm969on.com I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION OR REPORT WAS PREPARED BY NE OR UNDER NY DIRECT SUPERVISION, AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION 924800: • NO DESCRIPTION DATE PROJECT RIMER ORAM9 BY: DECKED BY: DATE: • GRADING, DRAINAGE & EROSION CONTROL PLAN c1 CONSTRUCTION NOTES 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND LOCATIONS. 2. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS ANO FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LINO LAKES SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI /AWWA CL51/A21.5I AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI /AWWA C110/A21.10 OR ANSI /AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE THE CITY OF UNO LAKES. GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESIUENT SEAT MEETING THE REQUIREMENTS OF AWWA C509. ALL PLUGS, TEES. BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS CONFORMING TO ANSI /AWWA Cl 11/A21.11. BEFORE BONG PLACED IN SERVICE. THE COMPLETED WATERMAN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. 6. SANITARY SEWER SHALL BE 8" AND 6" PVC - SDR -35 UNLESS NOTED DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R -1642 WITH 7 PE "B" COVER. MANHOLES SHALL HAVE A MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE `KOR -N- SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK STRUCTURES. CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE. GROUT AROUND PIPE TO CLOSE OPENING. AND REPAIR STRUCTURE TO CITY REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY INSPECTIONS NEEDED FOR CITY ACCEPTANCE. 7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R -3250 B WITH CURB BOX OR APPROVED EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R- 1733 TYPE "C" GRATE IN THE MIDDLE OF PARKING LOTS. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 0698.78 OR AASHTO 7 -99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY OF LINO LAKES. 10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION /CONSTRUCTION FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA 651- 454 -0002 OR TOLL -FREE: 1 -800- 252 -1166. 12. CONTRACTOR SHALL NOTIFY THE CITY OF LINO LAKES 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST OBSERVE ALL WORK COMPLETED ON TOWN CENTRE DRIVE INCLUDING REMOVAL OF EXISTING BITUMINOUS PAVEMENT. EXCAVATION OF TRENCHES. PLACEMENT OF WATER MAIN AND SANITARY SEWER. UTILITY CONNECTIONS TO EXISTING UNES, BACKFILUNG AND PLACEMENT OF BITUMINOUS PAVEMENT. 13. CONTRACTOR SHALL INSTALL, INSPECT. MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. JANUARY 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH Mn /DOT SPECIFICATIONS. 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 16, GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. ECT TO EXISTING MH INSIDE DROP ECTION INV.- 896.63 pc. INV.- 883.15 LILAC S Y NO. 491 SAWCUT EXISTING CURB MA BLACKTOP ,. 15" FES INy. -905.6 15' FES NV. -905.8 40' 0 ;. REMOVE EXISTING STORM SEWER PIPE AND GRAVEL .DRIVEWAY. SCALE LEGEND 20 40 IN 60 FEET DENOTES BOUNDARY LINE DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER CONNECT TO EXISTING 12" , DIP WM WITH 12" xg" WETTAP AND 6" VALVE / / / SAN .$t 1 _.. ' RIM.906 5 as NV.- 897.28 RIM - 906132 CII Z IIV1/.903:01 E ;r... :Rr.: / RIM =906.32 NV .902,81 W " 104 12" RCP Y ; <0:, ® =903.32 0 • • O • H 6- a • 4 DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN DENOTES EXISTING SANITARY SEWER DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING DENOTES EXISTING STORM MANHOLE/ CB DENOTES PROPOSED STORM MANHOLE/ CB DENOTES PROPOSED FES / FES W /RIPRAP DENOTES EXISTING SANITARY MANHOLE DENOTES PROPOSED SANITARY MANHOLE DENOTES PROPOSED HYDRANT DENOTES PROPOSED GATE VALVE DENOTES EXISTING HYDRANT HYDRANT W/ GATE VALVE 01 NV.898.0 FL. ELEV.-908.00 FL. ELEV. = 908.00 O o° 1 . o L__ C8 3 RIM - 906.53 INV..902.64 68' 12' RCP 0 0.5 0 CB 4 RIM - 906.58 INV.- 903.48 OOCOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO6O00000000000000000000000000000000000• CONNECT TO EXISTING MH INV.-901.17 F: \Eng \63985 \001 \dwg \1100 \UTII.ITY.dwg, 06/09/2003 02:52:23 PM, CQIvinT, 1:2.18095 F WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS. PIPES, MANHOLES, VALVES. OR OTHER BURIED STRUCTURES BEFORE DIGGING HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. S.M.I. PROJECT NO. 63985 -001 WOODSTONE BUILDERS INC Lino Lakes Retail Lilac St. & Apollo Dr. Lino Lakes, Minnesota Mohagen Mir Hansen MEA Architectural milmin Group 1.15 E Wartoto BM 7.1952.473.1965 Suite 200 Fa•952A73.1340 TI•WHo WI 55391 w,r.mohoyNionoon.conl SCHOELL & MADSON, INC" MOWERS • SURVEYORS • PLANNING SOIL TESTING • ENVRONYENTAL SERVICES 10580 WAYZATA BOULEVARD. SUITE 1 MINETONKA MN 55305 (952) 548 -7601 FAX: (952) 546 -9065 .w.xhOdmodSon.00m 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA • • REGISTRATION NUMBER 80. DESCRIPTION DATE PROJECT NUMBER: . MAN BT: NECKED BY: DATE: . UTILITY PLAN C2 MAIM COAT DAL OE TYRE 4 M 27" ECCENTRIC OPENING 5 -91. REV: ASTRA CATCH DAMN WHALE WERM R3150 -1 RA5 PIACEO N CURB LEE CATCH BASIN AIAMIOLL AWN 91733 WM I4PE C. OWE RAN PIAGED N PAVEAM GROUT PASTEUR OF CASINO AND ADJIISTINO IRNCS 1" BELOW PPE DUNA CUMCKIE MMOM RIMS (2 MN. - 4 MA*.) TATOU TO OE CONSTRUCTED Of PAUSE CONCEETE SECTORS GROUT SHALL RE WPM ELOPE BETWEEN PPE TAINTS POURED OE PRECAST CONCRETE SUNHOL0 BASE (STORM SEWER) 4.-0" INSIDE DIAMETER-O• (NOT TO SCALE) SLAB -TOP CATCH BASIN MANHOLE SEW -47A RECENFr JUN 0 J 2003 CITY OF Li! ':U LAKES BRING OROIND ELEVATION TO TOP OF CASTING. OR AS DIRECTED WT 711E ENGINEER. CASING SHALL BE NEEN•X CAMEO SCHEDULE, WITH TYPE C COVER OR APPROVED EOWAL. SEE SPECIFIFATONS SEC. 213 FOR CASTING ADJUSTMENT PROCEWRE5 N ROADWAYS. MINIMA 1 RING WITH 3/4- MORTAR —� JOINT ABOVE AND BELOW RING. PRECAST 000109CED CONCRETE 1•1X010. 4111 0 -478. FIRST SECTION Of PPE FROM MANHOLE TO UNDISTURBED SOE 5410U. BE 0.LP. TPRECAST CONCRETE ADJU*T9W RINGS. RINGS SHALL RE SET N A FULL MORTAR B ED AND GROUTED ON THE OUTSIDE ONLY PRIOR TO BACK RUNG. NO GROUT SHALL B E PLALE0 ON THE AWE FACE or RINGS. WTRMUM OF 12• (RAGS ND MORTAR) BETWEEN 800103 OF GASTRIC AD TOP e 09 CONE SECTION. SEE JOINT DETAIL (SAN -7) MANHOLE STEPS SMALL BE INSTALLED IB' OC ON THE UPSTREAM SIDE 09 PPE PAWN NP TO PVC MOD OR ED1W ODaSA001EUNN DER TRAPS AT SMART SECT CONCRETE BASE �2. E.W. 1/4" STNME55 STEEL STRAPS FASTENED 10 WALL WITH BOLTS. 2 STRAPS PER SECTION SHORTENED 07 80010 TURNED TO DIRECT FLOW DOWNSTREAM RISIDE DROP SECTION MANHOLE DETAIL SAN -19 6' 1' To 2 Washed Rock NOTE: Hoek site Should W 1" to 2' in size such as MnDOT CA -1 M CA -2 course aggregate. A geotexlile fabric may be used under the rack to prevent migration of the underlying soil into the stone. 1- 27 -97, REV: 9 -98 ROCK CONSTRUCTION ENTRANCE 000-5 NOTE: WHERE CALLED. FOR ON THE PLANS. A DROP SECTION 3'R SHALL CONSIST OF A REDUCTION IN THE HEIGHT OF THE RACK OF CURB TO 0.10 FOOT AND A TRANSITION DISTANCE OF THREE (3) FEET. T 3"R 3 1/2 "R 13.5' l SLOPE 3/4' PER FT. 8' 8612 8618 8624 W CONCRETE CU. YDS.L PER L/F Hansen Mohagen MI Architectural JILL Group W CONCRETE W CONCRETE /F PER CU. YD. CU. YDS.L PER L/F /F PER CU. YD. CU. YDSd PER L/F /F PER CU. YD. 12" 0.0474 21.1 18' 0.0582 17.2 34' 0.0690 14.5 1- 27 -97. REV: CONCRETE CURB AND GUTTER DETAILS 5TH -1 F: \Eng\ 63985 \001 \dwg \1100 \DETAILS.dwg, 06/09/2003 02:54:06 PM, CalvinT, 1:2.18095 FILTER FABRIC, MIRAFI 'ENVIROFENCE' OR EOUAL SUPPORT NET POLE SUPPORT NET DRIVE POLE 24" INTO GROUND WINE SOIL FILTER FABRIC BACKFILL 1- 27 -97, REVI RECOMMENDED TOE -IN TRENCH POSTS SHALL BE SPACED NO GREATER THAN 4' APART FABRIC SILTATION FENCE CARD -17 CISTe1G MALL BE AENATI 01042, 97744 TYPE "0" COVER . OR APPROVED EQUAL SEE SPECIFICATION SEC 213 FOR CASINO ADJUSTMENT PROCEDURE N ROADWAYS. BREW GROUND ELEVATION TO 70P OF CASING, OR AS DIRECTED BY TIE ENGINEER. PRECAST CONCRETE AOA/Sm4C RINGS. RINGS SHALL BE SET N A NLL MORTAR BED AND GROUTED ON ME OUTSIOE ONLY PRIOR TO BACK FLUNG. NO GROUT SHALL BE PLACED ON THE 44510E FACE OF RINGS. MAXIMUM OF 12" (RINGS A10 MORTAR) BETWEEN BOTTOM OF CASING AND TOP OF CONE SECTION. PRECAST REINFORCED CONCRETE 1019101.E. ATM C -078 SEE JOINT OETAI (SAN -7) BOTTOM AMER M1H 8" INTEGRAL 8..8E 5" MANNULE NOTES: 1 10N00LE5 eel BE INS1Al1E0 MIN BELL END ACING W FOR IMPORTANT. 2 RENFORCINO SHALL BE A MNR*O1 OF A SINGLE UNE CAME FABRIC HAVING AN AREA OF NOT LESS TWAT 0.12 50. IN. PER R. OF MOM. TYPICAL MANHOLE A • InImol awake; lodging bone (NMI sc mi lent 1dM)mien OR I ion_ 2. nesie..Yew 1408 So e neoprene rnolorial minding IM n5u1smonls N ASTM C -443 or 1114 INR.ng Owlan0 EPOM: Tensile Sllregth 1500 9.51 min. (04 C. ATM 0 412) Elongol t Rlptury 4502 min. Die C. MY 0 412) Cempres9en 544 259 rnae. (2244. 070 C. AVM 0 395. INTEGRALLY CAST POSITIVE DuromNN 5p 3 5 (%STUD 2240) SLEEVE SEAL MECHANICAL SEAL WATER TIGHT SEALS 3. FHA* Mom r n.:n. Moll cenRrm to produce. Nondords. 3 -90. REV STANDARD SANITARY MANHOLE SAN-5 1. 5VE Nor WATT+ IN "nenSMnderd pipe aNm3e WOODSTONE BUILDERS INC Lino Lakes Retail Lilac St. & Apollo Dr. Lino Lakes, Minnesota Hansen Mohagen MI Architectural JILL Group 1415 E Wo7TWto Blvd TN 952.473.1985 Suite 200 F411952 .473.1340 Wayside MN 55391 Tnne.mohocrenhonsen.com SCHOELL A MADSON, INC. ENGINEERS • SURVEYORS • PLANNING SON. TESTING • ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD. SURE 1 MINNETONKA. NUN 55305 (952) 548 -7601 FAX (952) 546 -9065 T.o W.9chwNmodson.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER N0. DESCRIPTION DATE PROJECT MASER: DRAWN Bt CHECKED BY: DOE: . DETAILS C3 S.M.I. PROJECT NO. 63985 -001 APOLLO CENTER Apollo Center WOODSTONE BUILDERS INC. Lilac St. & Apollo Dr. Lino Lakes, Minnesota PROJECT GENERAL NOTES 03189.0WBI GENERAL NOTES CONTINUED June 9, 2003 CERTIFICATION 1 HEREBY CERTIFY TINT MN PLAN, SPECIFICATION OR REPORT WAS PREPARED of ME 0R UNDER MY MEET SUPERVISION, AND THAT 1 AM A DULY LICENSED FRCIITECT UNDER tiff TANS OF THE SLATE OF MINNESOTA. 6 NOT FOR CONSTRUCTION 40D RONOEN. NE 111900199 rum 18074 CITY SUBMITTAL CLIENT APPROVAL 13 A 4400014 d: 1 =PT NR APPROK ME WORIMON 11100100 N INS DRAM 5E1 AS ■ 106(9111011) 09 OUR 90411006. 9011 01101 NUM 0911613 VW 111911.11 M MODE 45/011 11 1YA1901001419E EMI SEAR ISE MU 0E CRM 1180 '(e OCCUPANCY APPUCABLE CODES INTERNATIONAL 9ULDNG CODE (IBC) 2000 W/ MN AMENDMENTS INTERNATIONAL FRE CODE (WC) 2000 W/ 1N AMENDMENTS MO CITY ORDNANCE INTERNATIONAL MECHANICAL 000E (1MC) 2000 W/ MN AMENDMENTS IN PLUMBING CODE 2002 141 ENERGY CODE 1999 NATIONAL ELECTRICAL CODE 2002 MN ACCESSIBILUIY 000E 1999 OCCUPANCY REQUIREMENTS FIRE SPRINKLER PROTECTION: FULLY SPRINKLED TYPE OF CONSTRUCTION: _ BUL09IG OCCUPANCY: _ CODE REVIEW WILDING USE TYPE SQ. i&T FACTOR OCCUPANCY REQUIRED RETAL 8 16763 0SF 100 - - B - - 1/1 1/1 1/1 1/1 - - WAREHOUSE - - TOTAL 15,763 GSF - - - 1. COUPON PATH OF TRAVEL IS 0'-0 LONG NOTE: 500094E 900TAGES FOR AIDING PERMIT ONLY PLUMBING REVIEW BURDINC us 1996 OCC. OCCI2 REQ AAIF PROV AIN REQ lAV PROVJAV. MIF REQ OF PROV. DP. OFFICE B - - 1/1 1/1 1/1 1/1 - - WAREHOUSE - - - - - - - - - 1. MINIMUM ONE JANITOR'S SINK REOUREO SHEET INDEX SHEET SHEET DESCRIPTION ARCHITECTURAL A0.0 A0.1 91.0 A2.0 A3.0 A4.0 A5.0 15.1 A6.0 A7.0 A8.0 A9.0 TITLE SHEET. CODE REVIEW, AREA NAP GENERAL NOTES 0008 SCHEDULES, MISC. SITE RAN FIRST ADEL FLOOR PLAN EXTERIOR 8010810 ELEVATIONS ENLARGED FLOOR PIANS INTERIOR ELEVATIONS INTERIOR ELEVATIONS FIRST LEVEL REFLECTED CELNIC PUN VERTICAL CIRCULATION EXTERIOR DETAILS 181(1908 DETAILS ///7 • • • • NOT ISSUED Mohagen Hansen Architectural Group 1415 E Wayzata Blvd Suite 200 Wayzata MN 55391 Tel 952.473.1985 Fax 952.473.1340 www.mohagenhansen.com LILAC STREET (STATE TRUNK HIGHWAY NO 49) PRGFERIY U1E AIONIUENT/PYLON SIGN \ THAWING SET BACK n r. \ 6' X 6' STRUCNRAL SISOP \ \ \ \ SEEPIAUT \ \ 1111N111®1111M®III1■RIllaill=1®® ®11® ®11111 \ \. 0 AUTO REPAIR R00FTOP Tro NECK % MR1T . SITE PLAN RETAIL 1 1 I \ I i \ \ BUILDING SCRAM 5' X 4' STRUCTURAL STOOP \ BUILDING & PARKING SET 6* 1( I JUN t PRAM SET RACK 1 ".20' -0• \ 0 10' 20' 40' SCALE: 1" - 20' 2003 SITE DATA MTAL STE AREA: BULLING COMAGE AREA TOTAL OREENSPACE 11N. 252 TOTAL IMPERVIOUS SURFACE AREA PARKING CALCUAINN: STALLS 600100ED TOTAL PARKING PRONAEO: PARKING STALL SIZE 9'X18' DRIVE ISLE: 24' PARKING SETBACKS' 15' FROM STREET 10' REAR 10' SIDES 70.151 S0. FT. (1.61 ACRES) 15,763 50. FT. (22.472) 19.091 S0. PT. (27.212) 35298 S0. FT. (50.32x) 1.40. 752 TEAM. 12.523 / 200 = 63 STALLS Ed6gE; 3,183 (2/111 X 3 BATS) - 6 STALLS 69. 8CLUDNO 3 ALA ACCESSBLE SPACES 70. INCLUDING 3 ADA ACCESSIBLE SPACES BULDNC SETBACKS; 30' LOCAL 40' COLLECTOR 30' REM 10' SEES WOODSTONE BUILDERS INC Apollo Center Lilac St. & Apollo Dr. Lino Lakes, Minnesota Men MAHansen 1415 E � w s� . 9sE.QA1]16 0404. W1 '53591 I HEREBY CERTIFY THAT 114S PLN1, SPECIFlCAT0R OR REPORT WAS PREPARED EN ATE OR UNDER 1O' DIRECT SUPERMEN, AND THAT IAN A DULY UCENSSD ARCHITECT 11000 THE LAWS OF THE STATE OF NNN050TA NOT FOR CONSTRUCTION TODD UGHACQ1, AN REGISTRATION NUMBER: 18074 THE ARCHIECT SHALL BE DEEMED 111 AUTHOR AND CANNERS OF THEW RESPECTNE NSTRUUENIS OF SERYKE AND SHALL RETAINI ALL COMMON LAW. STATUTORY AND OTHER RESERVED RIGHTS, 0CLUING CONTENTS OF THE ATTACHED OOCUMNT9 N0. DESCRIPTION DATE PROJECT NUMBER: D3168.0W9 DRAWN BF: MC DECKED 00 1 OUV9t DATE: 630 COPUER 19ECIORI: WANdmoRMARAMMTNIM SITE PLAN CITY SUBMITTAL x 0) A1.0 169' -0• 235 -0' 8 -r .) C, 3 WOODSTONE BUILDERS INC Apollo Center Lilac St. & Apollo Dr. Lino Lakes, Minnesota Mohagen 4Pir Hansen menectung up Group 1415 E T /4415 9M Tel 952.4711985 S 200 Ea 9952952.47113441 151 Numb, IAN 51.X1 548,88159inhanosetat I HEREBY CERTFY THAT DRS PLAN, SPECIFIC/410N OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SLPERYWDN, AID DNi I AY A DULY UCENSED ARCHITECT UNDER INC LAWS of DE STATE OF MNIESOTA. NOT FOR CONSTRUCTION TODD NONOCEN, AIA REGISTRATION NUMBER: 18074 THE ARCIECT SHAD BE DEEMED THE AUTHORS AND QNNERS OF DER RESPECTNE INSTRUMENTS CF SERVICE AND SHALL RETAIN ALL COMMON LAN, STATUTORY MS DIRER RESERVED READS, NCLIAWG COPMEHTS OF TIE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE PROW= NUMBEE 03119,0yN111 DRAWN BC FAX CHECKED ITO SCRIM WEE: 6403 COFUTER DIRECTOR,: Woodm99AM9bbmam MAIN LEVEL FLOOR PLAN CITY SUBMITTAL A2.0 BRICK FABRIC SNGLE SCORE BLOCK YELLOW PRERN METAL BAND RED PREFIN METAL BAND IV/ RED NEON BACKLB SIGN S -0' 1iICH K 23. -6' LONG 1 /8• 1• -0• WOODSTONE BUILDERS INC. Apollo Center Lilac St. & Apollo Dr. Lino Lakes, Minnesota Eli MI OA3.0 WEST ELEVATION I /8• - 1. -0. q MHansen Err Hansen An:hilecdr al orouP 141S E Wequ19 DNA Tel 952.473.1956 Site 206 Fw 952.473.1340 849600 YM 55391 vwanoir011penan. I HEREBY CER1FY THAT 1115 PLAIT, SPECIFIC/110N OR REPORT WAS PREPARED BY 1.10 OR UNDER W DIRECT SUPERVISION, AND THAT I Ill A DULY LICENSED ARCHITECT UNDER THE LAWS OF 11E STATE OF 014 W& NOT FOR CONSTRUCTION TOW MWWEN. ALA RECISIRAIIDN NUMBER: 18074 THE ARCWIECT SHALL BE DEEMED THE AUTHORS AND OWIER5 OF THER RES'ECINE INSTRUMENTS OF SERVICE AND STALL RETAIN ALL COMMON LAW, STATUTORY NO OTHER RESERVED ROWS, *NCILOING COPYRIGHTS OF THE ATTACHED DOCUMENTS. N0. DESCRIPTION 0A1E SINGLE SCORE BLOCK BRICK SOUTH ELEVATION T /8• - ROCK FACE BLOCK SINGLE SCORE BLOB( 010. HOLLOW 0008 PAINT 10 MATCH ADJ. SURFACE. EAST ELEVATION .7 7 Ja L?J c .. 4103 PROJECT NUMBER: 03159.08N DRAWN BY: AAIC CHECKED BY: S CRIVH DUE: COMPUTER DIRECTORY: WocdmonelApolkAgelm EXTERIOR ELEVATIONS CITY SUBMITTAL N FA A3.0 SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE Precision Tune Auto Care NORTH ELEVATION 1 /a" = 1._0- NOCADGIM1E alt L e-RS I'NG• Co-l• mimmoi MIIMM frOLL.O •eNI'7'$12-. LINO LP0kES , MN �.�MuuMau• ∎u••u mo t ® ®�, e� - .,UnhIIuIIh flhIlr, IC. LK ® ®® OM Zi4: MINIM Mohagen Hansen 11M11:1 Architectural Group 1415 East Wotnoto Blvd Td 952.4711985 Suss 200 Fax 952.473.1340 lroyiota 100 55391 r..mologenlionsen,con i7\ NORTH ELEVATION YVootGToI•IE alai tLb PS Iicr AO) 0 L L. O C. e N e L I tai o LtiN 14-ES M Mohagen Hansen �. Architectural urp Group t41S Cost uoyrcto Bbd TO 452,47119M Swat 200 Far 952.4711340 Wymio UN 55391 fnmmoevawhanM,6wm • Woodstone MLCCS 0.08 0 0.08 0.16 0.24 0.32 0.4 Miles L Woodstone builders.shp Utmparcels.shp Woodstonemlccs.shp Boxelder - green ash disturbed native forest Attachment 3 Buildings and pavement with 76 -90% impervious cover Long grasses and forbs on upland soils Long grasses on upland soils Long grasses with sparse tree cover on hydric soils Long grasses with sparse tree cover on upland soils Oak (forest or woodland) with 4 -10% impervious cover Oak forest dry subtype Oak woodland - brushland Other exposed /transitional land with 0 -10% impervious cover Pavement with 91 -100% impervious cover Saturated non - native dominated graminoid vegetation Seasonally flooded non - native dominated emergent vegetation Short grasses and mixed trees with 11 -25% impervious cover Short grasses and mixed trees with 26 -50% impervious cover Short grasses on upland soils Q Short grasses with 51 -75% impervious cover j Short grasses with 4 -10% impervious cover s Woodstone Protection Zones • Id' 0 GEORGE WATCH 2 MARSHAN LAKE 0 r 2 Streets Lake.shp Zone2.shp Lakeprot.shp Coparks.shp Highpri.shp Zonel.shp Attachment 4 I- IP. i-i-i 4 Miles Woodstone Surface Water • • 0.06 0 0.06 Woodstone Location Parcels 0.12 Miles Attachment 5 s • • • EXHIBIT A - APOLLO CENTER/WOODSTONE BLDRS. Parking Requirements: Impervious/Pervious Surface Requirements: Maximum Impervious Allowed per Ordinance: Minimum Requirements per Ordinance: Proposed Parking for the Development: • Auto Repair: 2 stalls per service bay. • Auto Repair: 3 bays, with 3,183 sq.ft. 50% Stalls required for site: 6 stalls • Stalls proposed: 6 • Retail: at least 1 space for each 200 • Retail: 12,523 square feet sq.ft. of floor area. Stalls proposed: 64 stalls information on Stalls required for site: 63 stalls • NOTE: if space is leased to restaurants, parking requirements will be higher: downward at 90 degrees lighting fixtures Reg. /sit -down= 10 stalls per 10,000 foot candle readings are above maximums) Fast food =15 stalls per 1,000 Impervious/Pervious Surface Requirements: Maximum Impervious Allowed per Ordinance: Minimum Pervious Allowed per Ordinance: Proposed Impervious for the Development: Proposed Pervious for the Development: 75% 25% 50% 50% Lighting Requirements: Maximum Light Intensity Allowed per Ordinance: Light Intensity Proposed for the Development: Light Fixture Specs. Required per Ordinance: Proposed Light Fixtures for the Development: • On public street: Most all readings • Light to be • There is no 1.0 foot candle conform to directed information on • On adjacent ordinance requirements (3 downward at 90 degrees lighting fixtures property: 0.4 foot candle readings are above maximums) • Max. height is 30 feet • City Ordinance directs that outdoor lighting for parking lots shall be turned off one hour after closing, except for approved security lighting • Agenda Item 5C • Environmental Board Meeting Date: July 30, 2003 Topic: Marshan Lake Industrial Park, Panattonni Site, Preliminary Plat and Site Plan Review Background: This application is a proposal to build a 265,524 sq. ft. warehousing and office building. See site location map (attachment 1). Application Information included as Attachment 2. Natural resource map is included as attachment 3. Tanda Gretz has tabulated some of the statistical information concerning parking, lighting, and Impervious. Please see Exhibit A. Existing tree inventory is included as attachment 4. Panattonni National Wetlands Inventory is included as Attachment 5. Soils for this site is included as Attachment 6. Resource Protection Zones included as Attachment 7. Analysis: The Environmental Board has reviewed the EAW for this site. A rare plant inventory for this site was indicated from the County Biologic Survey. The reason for this inventory goes back to soil relationships that we have focused on because of findings in our MLCCS. Please refer to Attachment 6. Lance -leaf violet is found at the flag location on the map. Notice the Iw soil inclusion similarities, between the school site and the business site. This inventory is complete. There were no rare species found on the site. Resource protection zone considerations from the Lino lakes Handbook for Conservation Development are mapped on Attachment 7. Since the site is in a Lake Protection Zone, more care than normal should be taken to ensure that minimal changes occur to lake inputs. A phosphorus model should be run to ensure that there are no additional inputs to Marshan Lake from this area. Surface water issues are under review with Rice Creek Watershed. The proposed development impervious is less than the maximum pervious allowed. See Exhibit A. Exhibit shows parking minimums have not been achieved. The developer is proposing to use NETLAWN on the North side of the building for an emergency access road. Wetlands are indicated on the South side of Business Park (Attachment 5). Proposed ponding /infiltration areas appear to have enough separation between the seasonally high ground water table and the bottom of the pond (ground water concerns). Attachment 7 shows the "Protected Zone" along the creek as well as the ditch running north and south through the site. This ditch was created many years ago. The developer is proposing to remove this ditch and convey water to a treatment system. The project proposal includes a buffer of 50 on both sides of the creek, See Attachments 3 and 5. The Tree Inventory (Attachment 4) indicates a number of trees along the ditch to the creek and along the creek. There is no indication of tree removals on the plan. This is not the case so the developer should indicate intentions after consulting with a tree professional. • • Although there is no information on wall fixtures, the proposed lighting conforms to the maximum allowable limit, direction and height parameters (Exhibit A). The landscape plan is included in Attachment 2. Some species indicated on the proposal are not zoned, or are very marginally zoned for this area. Substitution for these species is needed. Trees indicated as desirable in the City Comprehensive Plan should be used. All species of properly zoned oaks are desirable. City specs for seed are indicated. It is strongly suggested that the owner contract with an appropriate native plant landscape company to plant the native seed, and maintain or consult to maintain the planting. The native grass and forb planting will fail without following this suggestion. A list of competent native landscape contractors can be obtained from City Hall. Environmental Board Comments: Options: 1. Recommend to approve with comments and suggestions 2. Recommend denial of approval Recommendation: Option 1. Attachments: 1. Site Location Map 2. Preliminary Plat Information 3. Natural Resources 4. Tree Inventory 5. NWI • 6. Soils 7. Resource Zones • Marshan Lake Industrial Park Location Map Centennial School Dist 0.3 0 0.3 0.6 Miles Marshan Lake Industrial Park Parcels Attachment 1 N s • • ti oTheA.-1- -24, Preliminary Plat of: Marshan Lake Industrial Park Property Description That pert of the Northweet Quarter of the Southwest Quarter of Section 17, T.31, 16.22, Anoka County, Minnesota lying southeasterly of the southeasterly line of mid Highway 35W, except that pen lying so rtheasteriy of the centreline ofHighwey No. 8, also known as Lake Drive, and except that part of the sash 225 feet of said Northweet Quarter of the Southwest Quarter lying easterly of said centerline and easterly of the west 538.56 feet thereof and except the south 633 feet of the wen 538.56 feet of said Northwest Quaver of Southwest Quarter. And that pan ofthe Southwest Quarter of the Northwest Quarter of Section 17, T.31, R.22, Anoka County Miooesota described as beginning at the southeast caner of said Southwest Quarter of Northwest Quarter; thence Noah 01 degree, 03 minutes, 45 seconds East, assumed bearing, along the east hoe thereof 540.91 feet thence South 85 degrees, 17 minutes, 07 seconds Wen 268.25 feet thence South 49 degrees, 06 minutes, 45 seconds Wen 323.15 feet; thence South 39 degrees, 46 minutes, 14 seconds West 9339 feet thence South 76 degrees, 30 minutes, 13 seconds West 236.61 feet to the vat right -of-way lire of }Denny No. 35W; thence South 36 degrees, 03 minutes, 52 seconds Wen along said rightof -woy line 194.69 feet to the south Imes of said Southwest Quarter ofNorthweet Quarter thence South 88 degrees, 34 minutes, 42 seconds Hen along said south line 905.97 feet to the poise of beginning. Aod that pan of the Northeast Quarter of the Southeast Quarter of Section 18, T.31, R.22, Anoka County Mmnesota described 60 commencing at the southeast comer of said Northeast Quarter of Southeast Quarter, thence north along the east line thereof 633.01 feet to the point of beginning; thence westerly, angle to right, 90 degrees, 19 minutes, 04 seconds 181.55 feet to the southeast line of said highway 35 W; throne northeasterly elms said Son 251.88 feet to the east line of said Northeast Quarter of Southeast Quarter; thence south along said east the 175.46 feet es the point of beginning. All subject to reservations, restrictions, and easements ofmaul . Total Net Ama - 30.60 An. VICINITY MAP SECTION 17 & 18, TWP 31, RGE 22 ANOKA COUNTY, MINNESOTA W 1/4 CDR SEC 17 CN \ N • /r 8 ft. 1P '/' / ,.r• -- - �_ / / / / / t • Owner /Developer Glenn and Myma Rehbein 18 Wildflower Place North Oaks, MN 55127 r- i / / /i : / ? _ .19 - / f it �j \\ \AV l I - // / • r \off \ 1� 1 t ti -r-I. / / \ i \■{11\1 4. A\ ? yj111 ? :t S / \\ R iilll \ J ? ,o:. 1 I1 / i J? 1, kilt, ilt, / /south lime of SW 1/4 of you -1{4, See. 171 't 1 N\ i _ i\ S8814'42'E '1 905.07 / — ,,• i if: 1 -'t'1` \` d \ // � \ 1 \ \ \ 5E Car. of 5W 1/4 of NW 1/4, See. 17. Cable GRAPHIC SCALE tea m ,m eras (50 TEST ) 1 truth •• 100 ft, O ear r0 1 1I - SOUTHEAST CORN— ER OF _ I NE 1/4 OF 5E 1/4, SEC. 1& 1720.12 58849'1YE / � aaf Melnik* Canes / 197.7 538.56 8 R. Mainlink fence 457.82 • 1488 48'02'W OR1N LINE OF 505714 225 FT. OF NW i OF SW X / / / / 1 hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly Registered Land Surveyor under the laws of the State of Minnesota Date Registration No. 18213 / OY UNE Setbacks from ergots Local street Collector a Arterial street Perking lot/Denny Rear sad Principal Butdk,g Perking Lot Side yard Principal 8u0ah5 Parking Lot 30Ft. 5#t. 15Ft. 15Ft. 5Ft. EFL Total Upland Area - 28.1 Are Zone; tight InAmWld Flood Zone Ontonagon Per PENA Map No 27009 00066 Doted: 0 -15-78 Zone 'C' (except County Ditch which le Zoned 'A') () DETL01E5 ANOKA COUNTY CAST IRON MONUMENT O 00•01E4 SET IP • DENOTES FOUND IP t' CONTOUR INTERVAL N0V0 VERTICAL DAMN ANOKA COUNTY COORDINATE SYSTEM 4pL DENOTES HYDRANT m 00101ES SANITARY MANHOLE -0 DENOTES POWER POLE .000.0 DENOTES 00511NO ELEVATION. DENOTES CONTOUR o — DENOTES DOSTIN0 UNDERGROUND GAS UNE. —30 — DENOTES EXISTING SANITARY SEWER. 11. — DEN01E5 DGSTINO UNDERGROUND TELEPHONE UNE —WIN— DENOTES 0001040 WATERWAIN. Bbl/ NAPLES 37 NE. BUM, MN 55449 -8724 TEL (765 784 -0657 64,0 (MS) 784 -6001 • a • Certificate of Survey: Marshanake Industrial Park Property Description That put of Poe NoMaut Quarter of the Southwest Quintet of Section 17, T.31, R.22, Anoka County, Minnesota lying =ethane:1y of the southeasterly Doe of old Highway 35W, except Poet part lying southeasterly of the centerline of Highway No. 8, also mown u Lake Drive, and except that pert of the south 225 feet of tdd Northwest Quarter of the Southwest Quarter lying westerly of old centerline end easterly of the watt 538.56 het therm& end accept the south 633 hat of tbs, west 53836 fret of mid Northwest Quarter of Southwest Quintet. And that put of the Southwest Quartet of the Northwest Quota of Section 17, T31, R.22, Anoka County Miomemu described u begtuning et the southeast comer of said Southwest QueAer ofNesthaen Quench thence North Ol degree, 03 mthutes, 45 seconds East, aahuned bearing, almg Poe can line thereof 540.91 fat; thence South 85 degrees, 17 minutes, 07 seconds Wort 268.25 fret thence South 49 degree., 06 minute, 45 seconds West 323.15 feet, theme South 39 degree., 46 mimeos, 14 moods West 9339 feet thence South 76 degrees, 30 minutes, 13 woods West 236.61 het to the east right-of-way line of Hig6ery No. 35W; thence South 36 degrees, 03 minutes, 52 monde Wet along aid right-of-way line 194.69 fat to the south line of said Southwest Quaint of-Northwest Qmtte; thence South 88 degree', 34 minutes, 42 seconds Bast along odd south line 90597 hat to Poe point of beginning. And that put of*. Northeast Quartet of the Sorban Queer of Seodo. 18, T.31, R32, Anoka County Mimeota de.eethed u commencing at the madmen comer of mid Noo heed Quarter of Southeast Quartet, thence math along the eat line-thereof 633.01 het to the point of beginning; thence weetndy,Ingle to right, 90 degas, 19 minutes, 04 emends 181.55 feet to fin southeast foe of said lHighway 35 W; thence northeasterly along said P a 251.88 het to the ad 1120 of aid Northeast Quart of Southeast Quarter, thence south along aid east 1100 175.46 trot to the point ofbegimmg. AD subject to ruovubn, restrictions, end easements ofmcord Total Net Area 30.60 Aar. w 1/4 COR SEC 17 CM R Was a /J fans _J N�a Mg"07"Ft- r"`a 288.25 semen T O. 10 • Owner /Developer Glenn and Myrna Rehbein 18 Wildflower Place North Oaks. MN 55127 • go !.a♦ tH1wq' 11•_ SauPo Lim al SW 1/4 of NW 1/4, Sm . 17. S6r34'4YE 005.07 5E Ca. of SW 1/4 of NW 1/4, Sea 17. MH -14-1 /.0H -14-2 aehelle *Id linty Statement / 720.12 S8849.12 E J CORNER OF NE a OF SE )t. 5EC. 18. GRAPHIC SCALE 1es a 900 x00 ( IIf ,SGT ) 1 Meth - 100 ft. 538.56 8 fE ehaIrelnk fence 457.82 N8818e020W 081I UNE OF SOUTH 225 FT. OF NW Ys OF SW /L SEC. 17. / / / / / / / / / / / / / / / I hereby certify that this survey. plan or report was prepared by me or under my direct supervlelon and that I am a duly Registered Land Surveyor under the law. of the State of Minnesota Date Regletr.tlnn Na 18213 Flood Zeno D Per PEM4 Map o 27000 00050 Dated 0 -10-75 Zone (except County Mob ht,iah M Zoned 'A') O DENOTES ANOKA COUNTY CAST IRON MONUMENT O DENOTES SET IP • DENOTES FOUND IP 1' CONTOUR INTERVAL NOW VERTICAL DATUM ANOKA COUNTY COORDINATE S1S1E1A -0 -8- DENO1ES HYDRANT DENOTES SANITARY MANHOLE DENOTES POWER POLE DENIMS COSTING ElEVADON. DENOTES CONTOUR DENOTES DOMINO UNDERORd1ND OAS LINE DENOTES D5STINO SANITARY SEVER. DENOTES 9001500 UEIDEROROUHD TELEPHONE LINE. DENOTES 5601585 WATERWAIN LENN G GLENN G EHBE Ail 885f N4PL 3 1r. N.E NAM MJN 55449-8714 TEL: FA1a (7St) 734 -8001 • • PANA TONO SITE / / POND 1P NWL•893 100 HWL'894.95 BOT :889 / / POND 4P NWL:895.00 HWL:896.47 BOT:890.00 NNN Drive Driveway 7 / `�, / / I l <\\/ #‚1 POND 51. /1 NWL•885.5 \ 100HWL:B 7.BOT :891. \ \ 1 i NN, 1 \ 30'— — BUILDING SETBACK bI\ SITE PLAN NOTES 1997 Uniform Building Code 1998 MSBC CABO /ANSI A117.1 -1992 1999 Minnesota Energy Code Building Classification A. Occupancy B. Type of Construction C. Location on Property D. Allowable Floor Area Buildings Main Building: 250,524sf Office:15.00Osf Total: 265,524sf JUG 4 2033 C•TyCam" E. Height: No building in the Li District shall be erected or structurally altered to exceed forty —five (45) feet in height. Site Data City of Lino Lakes Zoning Ordinance 586,311 sf /13.46ac site 173, 369sf/3.98ac =30% green space (more than 25% required) Setbacks from streets Local street 30 ft Collector or Arterial Street 50 ft Parking lot/ Driveway 15 ft Rear yard Principal Building 15 ft Parking lot 5 ft Side yard Principal Building 10 ft Parking lot 5 ft From residential district 75 ft Parking Spaces 15,000 sf office Three (3) spaces plus at least one (1) space for each two hundred (200) square feet of floor area Required = 3 +75 =78 Designed = 78 250,524 sf warehousing One (1) space for each two thousand (2,000) square feet of floor area and one (1) space for each company owned truck (if not stored in building) Required = 125 � 411 / 9 ft wide x 18 ft long stall Designed = 130 / 24 ft wide two way aisle Maximum slope driveway/ access: 8 ft. rise in 100 horizontal • ,,,�/ All elevations are flowline elevations unless noted otherwise / WORK WITHIN THE CSAH 23 (COUNTY) RIGHT —OF —WAY WILL BE SUBJECT TO THE CONDITIONS / OF ANOKA COUNTY, INCLUDING ANY PERMITS AND RESTORATION REQUIREMENTS. / THE CONTRACTOR SHALL ADHERE TO ANY REQUIREMENTS RELATED TO CONSTRUCTION ACTIVITY / AND WORKING HOURS AS ESTABLISHED BY THE CITY OF LINO LAKES (HEREBY CERIIFY THAT TH\ PLAN OR SPECIFICATION WAS PREPARED DT NE OR UNDER MY DIRECT SUPERN510N AND 1HAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA W.A.T. McCULLY A� lE RE NO-2... 5_ / \ WATM CHECKED 7/11 2003 VERTICAL SSE ,IjO W5 JOB N0. 03503 B00K PAGE SHEET 1 1 MARSHAN LAKE INDUSTIAL PARK GRADING PLAN J 1 O. WI/MIN THE CSAH 23 (COUNTY) RIGHT- OF -WA` WILL BE SUBJECT TO THE CONDI7106 S \ ANpKA COQUNTY, INCLUDING ANY PERMITS AND rIESTORATION REQUIREMENTS. i \+�,� �,j TRACTOR SHALL ADHERE ANY REQUIREMENTS RELATED TO CONSTRUCTION ACTIVITY ! ?� - - KI�DQQG HOURS AS ESTABLISHED BY THE CITY OF UNO LAKES ° ° IIV11 rl hj / / \\\� /\ Pik , / / ° o i , 1111, / / % £ / _ M.�� :C_ L�3.i7eitir i�y:+r3^0k��*!� ����t IA d w 0 W Z(W (,) Z ZZZMm�� ' J z_ - - L� „OOJg =00 �Za 0000� �� Zoo= _cnOO_DN w� 1 1 1 1 1 1 1 1 PROPOSED BUILDING FLOODPLAIN FILL z � a tz igo zoE Hz ig Ova e1;0 F. 0 yW v Fz 44 z va p O N vz zl-l0 ' O Q' E Ea.,1;1gal P4q D DP4g CD 0z rnwara z -H E- ;14 W Pcl g RIGHT TURN LANE 1 HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA W.A.T. 1AcCULLY \P ,E. REG. N0.2= / • �_gp1--�/ 11,.1 \ \ I ! 1r 1 :LiC) IWF- \ l I Ii ~p�0 TN / 1 ii • ) - - - -�/ 1 // " W�� 1 + 1 /�� mWZz / \/ (N gW mtn< • re Pi- avi /x-898 - a h- W /! •P j 1 / 1 O /1 ti �3r 1 1 1 \ - / _ i� p i \ 1 1 ■ / ■ 1 I \ �p0 _ i” \\ t \ , \ \t Q r- - 1-I S \ \ I- 1 V1 41J M t iy: 1\ / I 1 \ \ a I -' / _� --899 \ 1 \ \ \1 / / c \ \ \ \ \ \ t a k G ^` O..W=A Wow ag WQ -In QWZQO>-P zoWW Z ZW(naWu) O2J�OOX Z WNQOQI -W W W J OO =?-�Q 0_F-Z z0 <0< . <Qo =�O30WZ PC) pO� =a mw Z OxOZNOW Z FWZOmw F }ago_=1n 1n o g (/) W CD XZJ OOWL.O L!7 WOJ0C 00_ 06 I-) GOPHER STATE ONE CALL N 0 0 1 �n LO C m '- 1 IJJ CC C z� Z J WATM WATM MCE 7/11/2003 \ERN IC SCALE I110RIZ1 JOB NO. 03503 BOOK PAGE SHEET 2 • • MARSHAN LAKE INDUSTIAL PARK GRADING PLAN GRADING NOTES INSTALL AND MAINTAIN SILT FENCE AS NECESSARY INSTALL ROCK CONSTRUCTION ENTRANCE SEED AND MULCH ALL DISTURBED AREAS WITHIN 2 WKS OF FINAL DISTURBANCE SEED PONDS WITH MNDOT 258, SECTION 3876.2 2000 EDITION PG 1049 SEED AND MULCH SHALL BE FURNISHED PER THE REQUIREMENTS OF THE CITY OF UNO LAKES HATCH AREA DEUNEATES FIRE ACCESS WHICH IS TO BE BE NETLON ADVANCED TURF OR NETPAVE50 VEGETATED WITH GRASS TILL IN THE NETLON MESH WITH A GRC NETAVATOR (A PIECE OF SPECIALIZED BLEC MACHINERY) ADD 10 % -20% PEAT OR TOPSOIL (BY VOLUME) TO THE ROOTZONE REGIME MIXING AND BLENDING MAY ALSO TAKE PLACE OFFSITE DRAINS TO JUDICIAL DITCH 1 TO MARSHAN LAKE, S 30, T 31, R 22 NO WETLAND FILL SHOWN WETLAND DELINEATION IS APPROVED BY RCWS ANOKA COUNTY PERMIT IS REQUIRED TO WORK IN THEIR R.O.W. RCWS PERMIT IS REQUIRED TO WORK ON SITE MPCA PERMIT IS REQUIRED TO WORK ON SITE CITY ENGINEER TO APPROVE TIME FOR THE REMOVAL OF EROSION CONTROL MEASURES INSTALL NETLON ADVANCED TURF ONCE CURBS HAVE BEEN INSTALLED NETLON REFERENCE: www.netlon.com /_turfsystems /prod— advancedturf.htm CURBS SHALL BE 8618 TYPICAL UNLESS NOTED OTHERWISE STORM NOTES ALL STORM SEWERS TO BE 15" RCP PIPE UNLESS NOTED OTHERWISE ALL STORM SEWER CATCH BASINS SHALL BE TYPE 406 OR 402 ALL STORM SEWER MANHOLES SHALL BE TYPE 402, 406 OR 409 DRAINTILE (IF REQUIRED) SHALL BE 6" ADS N -12 PERFORATED WITHOUT SOCK SEWER PIPES, STRUCTURES AND APPURTENANCES SHALL ADHERE TO LINO LAKE STDS • "INFI - SHIELD" SEAL OR GROUT 0 a o s • REMOVE CURB BOX BOLTS 4' RINGS (3 MIN., 1.0' MAX. OF RINGS AND MORTAR). 1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & MANHOLE. FINISH SMOOTH ON INSIDE NO MORTAR ON INSIDE GRC FIELD # NO 8000 SHALL BE USED FOR ADJUSTING CASING; CEMENT MORTAR ONLY. CAST IRON CATCH BASIN FRAME & COVER CASTINGS PER SPECIFICATIONS. PRECAST REINFORCED CONCRETE CONE SECTION & PRECAST BASE PER ASTN C478. FILL OPENING BELWEEN PIPE ARO IUNI101E WALL WRH CEMENT MORTAR INSIDE SURFACE SHALL BE FINISHED 14400144. • MINIMUM PPE COVER CAN BE REDUCED FROM 4' TO 2'-8' WITH INSTALLATION OF PERFORATED PIPE DRAIN PER STD. DETAIL N0. 413. CATCH BASIN, TYPE 402 4N YN TAB 1100( INROAD¢ • 11v0018 E00 ROCK CONSTRUCTION ENTRANCE LEGEND B612 CURB TYPICAL CY /LF = 08474 LF /CY = 211 SILT FENCE EXISTING CONTOUR — — -- — -(896) PROPOSED CONTOUR x 895.69 SPOT ELEVATION _ – _ WETLAND NETLON ADVANCED TURF AREA 2% CROWN MODIFIED D412 CURB 'RIBB ❑N CURB' CY/LF = 0.043 LF /CY = 2314 85551 n D412 0128 1811804 CLEW CURB DETAILS B618 CURB TYPICAL CY /LF = 10582 LF /CY = 17.2 POND # A B (NWL) C D E F G 11 I r 1C L" 100 YR POND 11' 892 899 893 889 897 898 895.5 895 894 24" 15" 5" 894.95 POND 4P 893 895 895 893 897.88 898 897.11 898.81 898 15" I5" 8" 898.47 POND 5P 894.5 895.5 895.6 893.6 898 900 897.75 897 898 15" 15 8" 897.98 1/2" MORTAR ON OUTSIDE, B RINGS, CASTING & CATCH BASIN. FINISH SMOOTH ON INSIDE. NO MORTAR ON INSIDE. 0 N CASTING NEENAH R-1733 -C GRATE IF NOT IN CURB REMOVE CURB BOX BOLTS RINGS (3 MIN., 1.0° MAX. OF RINGS & MORTAR). 4" MIN. VARIABLE "INFl- SHIELD" SEAL OR GROUT. PRECAST COVER SLAB (TYPE 2) PLACE 2 STRIPS BTNMASTIC SEAL ON SLAB JOINTS. CEMENT MORTAR PRECAST BASE MH DIA. SLAB THICKNESS 48' 54" -102" 108" 6" 8 10" 120" 12° NO W000 SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. CAST IRON FRAME & GRATE CASTINGS PER SPECIFICATIONS. MANHOLE biers SHALL BE CAST IRON. ALUMINUM OR 51041 REINFORCED PLASTIC PER AS1M 0478. LOCATION SHILL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE BASE SLAB & COVER SLAB PER ASTM C478, PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER AMU 0478, OR 8" CONCRETE MANHOLE BLOCK WITH 1/2' MORTARED EKTERIOR FURNISH PRECAST CONCRETE MANHOLE SECTIONS WO11 0 -RING GASKETS & LUBRICANT EX E T AS OTHERWISE SPECIFIED. FILL OPENING BETWEEN PIPE AND MANHOLE WALL WITH CEMENT MORTAR INSIDE SURFACE SHALL BE FINISHED SMOOTH. • 11N(1179 PIPE COVEN CAN BE REDUCED FROM 4' TO 2'-6' WITH INSTALLATION OF PERFORATED PIPE DRAW PER 'GRANULAR SU3CUT AND PERFORATED PIPE DRAIN DETAIL CATCH BASIN /MANHOLE, TYPE 406 1NFI- SHIELD' SEAL OR GROUT 1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & MANHOLE. FINISH SMOOTH ON INSIDE NO MORTAR ON INSIDE RINGS (3 MIN., 1.0' MAX. OF RINGS & MORTAR). FCL — EXISTING FINISHED CENTERLINE LP — LOW POINT HP — HIGH POINT FL — FLOW LINE • — STORM MANHOLE }8( — PROPOSED ELEV. ® — PROPOSED STOP SIGN. ROCK ENTRANCE PROPOSED BUILDING TUFFTURF PRE — VEGETATED BLANKET ROCK CONSTRUCTION ENTRANCE RIGHT TURN LANE PS —Pond Outlet Skimmer Structure 4' BY 4' MAX OPENING OR APPROVED EQUAL GALVANIZED SAFETT GRATE R 48" CEMENT MORTAR SECTION A —A 6' PRECAST BASE SLAB ELEVATION NO WOOD SHALL BE USED FOR ADJUSTING CASIINGr CEMENT MORTAR ONLY. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CASE NON. AIUMINUM OR STEEL REINFORCED PLASTIC PER ASTM 0478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. MANHOLES 20' DEEP MID OVER TO BE CONSTRUCTED WITHOUT biers. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM 5478. FURNISH PRECAST MANHOLE SECTIONS WITH 0-RING GASKETS & LUBRICANT 634CEP0 AS OTHERWISE SPECIFIED. A 12'08 16' S� SECTION SHALL 90 INSTALLED UNDER THE CONE FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. STORM SEWER MANHOI F. TYPF 4(17 RINGS (3 MIN., 1.0' MAX. OF RINGS & MORTAR). 1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & MANHOLE. FINISH SMOOTH ON THE INSIDE. NO MORTAR ON INSIDE PRECAST COVER SLAB (TYPE 2) 2 STRIPS BITUMASTIC SEAL ON SLAB JOINTS. NO CEMENT. PRECAST BASE MH DIA 48" 54" -102" "INFl- SHIELD" SEAL OR GROUT SLAB THICKNESS 6" 8' 108' 10' 120' 12" CASTING NEENAH R- 1733 -C GRATE i 40 0 40 rtl NO 4.000 SHAD. 8E USED FOR ADJUSTING CASING; CEMENT MORTAR ONLY. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE SIPS SHALL BE CAST R014, ALUMINUM OR STEEL 808408CEO PLASTIC PER ASTIR 0478. LDCA710N SHALL BE AS NOTED N THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTORS & BASE SLAB PER ASIA 0478. FURNISH PRECAST MANHOLE SECIONS YAW 0 -RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. A 12' OR 18' BARREL SECTION SHALL BE I/STALLED UNDER THE CONE WHENEVER POSSIBLE FILL OPENING BETWEEN PIPE & MH WALL MIDI CEMENT MORTAR INSIDE SURFACE SHALL BE FINISHED SMOOTH. CT(1D1, A CC1A /CD laAAII.11II C TVDC 4.(10 HEREBY CERTIFY THAT THIS , PLAN DR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA W.A.T. McCULLY VDAT04 RAG. N0.23120) O c' = WADTM CHECKED WATM DATE 7/12003 VERTICAL SCALE N.A. JOB N0. 03503 BOOK SHEET 3 NORM N.A. PAGE MARSHAN LAKE INDUSTIAL PARK UTILITY PLAN WORK WITHIN THE CSAH 23 (COUNTY) RIGHT —OF —WAY WILL BE SUBJECT TO THE CONDITIONS OF ANOKA COUNTY, INCLUDING ANY PERMITS AND RESTORATION REQUIREMENTS. THE CONTRACTOR SHALL ADHERE TO ANY REQUIREMENTS RELATED TO CONSTRUCTION ACTIVITY AND WORKING HOURS AS ESTABLISHED BY THE CITY OF LINO LAKES UTILITY NOTES ALL SANITARY SEWER SHALL BE 8" PVC SDR 35 CASING MAY BE REQUIRED UNDER LAKE DRIVE ALL SANITARY SEWER SERVICES SHALL BE 8" PVC SCH 40 ALL WATERMAIN SHALL BE 8" DIP CL52 DIRECTIONAL BORE SECTION CAN BE C900 PVC SEPARATE DOMESTIC WATER FROM FIRE FLOW SERVICE AT THE BUILDING WATERMAIN TO HAVE A MINIMUM OF 8' OF COVER SANITARY SEWER AND WATERMAIN CROSSINGS TO HAVE A MINIMUM OF 18" VERTICAL SEPARATION LINO LAKE UTILITY SUPT. MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO UTILITY WORK, WORK IN ROW OR UTILITY CONNECTIONS SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED PER THE REQUIREMENTS OF LINO LAKES, CEAM, MDH AND MPCA EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES, BEFORE COMMENCING WORK. HE OR SHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. GOPHER STATE ONE CALL TWIN CITY AREA (651) 454 -0002 MN TOLL FREE 1- 800 -252 -1166 PARKING LOT PAVEMENT DESIGN 1.5" BIT. WEAR TYPE 41 2" BIT. BASE TYPE 31 12" CLV RECYCLED GRC FIELD # JUL •k 4 2003 l: lg _ Ciry 0ke` (.REBY CERTIFY THAT TNI\ PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA W.AT. MCCULLY WATM WA�TM� DATE 07/11/2003 VERTICAL SCALE N.A. 1 :60T JOB NO. 03503 BOOK PAGE SHEET 4 FANATTONH • COMPACTED SAND OR PR RUN GRANULAR MATERIAL COMPACTED BACKFILL • GRANULAR MATERIAL BEDDING 11 /2O.1 EARTH FOUNDATION PIPE FOUNDATION DETAILS • ASTM D2321 EMBEDMENT MATERIAL (SEE SPEC.) PIPE INSTALLATION IN ACCORDANCE WITH ASTM D 2321. TABLE 2. 3/4' GALVANIZED STEEL TIE RODS OR 'MEGA LUG' BRAND THRUST RETAINER GLANDS AT JOINTS SEE STD. DWG. 203 E IL FLAN CURB 24 II n= ii =ii= ai =R =n WELD CONDUCTMTY STUD 2.' BELOW FLANGE FOR LOCATION URPOSES) COVER AS SPECIFIED GEOTEXIILE FABRIC • MNDOT 3733 TYPE 3 CONCRETE BLOCK REACTION BACKING 8. 0.0/4 (4a MIN) * EMBEDMENT MATERIAL SHALL CONFORM TO ASTM D2321, TABLE 1. GRANULAR MATERIAL BEDDING METHOD (FOR PVC PIPE) COMPACTED BACKFILL ON CORROSIVE SOILS USE GRANULAR OA. 1 1 /2'CRUSHED ROCK OR WASHED ROCK 0.D/2 8'X8'X16' CONCRETE BLOCK TYPICAL HYDRANT LAYOUT (VALVE IN BOULEVARD) WATERMAIN SIZE VARIES DEPTH AS NEEDED TO STABIUZE TRENCH MIN. 0.D. /4 BUT NOT UPS THAN 10'. SPECIAL FOUNDATION FOR STABILIZING OR DEWATERING OF TRENCH GRC FIELD 102054 COVER AS SPECIFIED CURB 1 1/2' WASHED ROCK ALL MAIRNOUNQ 3 C.Y. (MIN. 11// C.Y. IN IMPERVIOUS SOILS.) II= 11 =II =11 GATE VALVE BOX GATE VALVE 1 1/2- WASHED ROCK ALL AROUND. MIN.1 /3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) 87087C16.' CONC. BLOCK 11E RODS MNDOT 3733 TYPE 3 GEOTEXTILE FABRIC MIN. 1 LAYER ATTACH TO TOP OF BONNET GATE VALVE INSTALLATION OCHER AS SPECIFIED PROPOSED OR D SRNs 8STm FENCE POST PAINTED SLUE SQE, LENOIR. AND TYPE OF MATERIAL FOR SERVICE \'�- HORIZONTAL LOOP `- CORPORATION STOP 8' LIN COVER CURB SLOP WATER SERVICE DETAIL Okkm Amnia* shot b end mmM. 1M-dram ver_d J f LONG AT FULL IDCIENSiON PLAN \CRIMPED DID OR WRAPED M PLASTIC MID MBAR to N.-SUPPORT CURB B BRICK CONIC. PLAN SECTION 0 O 04 6' MIN. NOTE: COVER FITTINGS WITH POLYETHYLENE (44AIL) PRIOR TO POURING CONCRETE 2500 P.S.L CONCRETE 28 DAY STRENGTH ELEVATION UNDISTURBED 6.' SOIL SECTION CONCRETE REACTION BACKING (not required if mechanical joints are used) 2.' x 2 HARDWOOD MARKER W /SPIKE. --6'' METAL FENCE MARKER PAINTED GREEN SERVICE WYE TO BE EMBEDDED IN CONCRETE DEPTHS GREATER THAN 14' WHERE RISER APPROVED BY ENGINEER. 11- 11: SERVICE A 11.11. ,4� 4. 1J �[dT.il. ri. GRANULAR BEDDING MATERIAL (COMPACTED) WITHOUT RISER 2' x 2 HARDWOOD MARKER W AIRTIGHT PWG OR CAP 6' METAL FENCE POST MARKER PAINTED GREEN MAX. 45' WITH RISER RTIGHT PLUG OR CAP 45' BEND GRANULAR BEDDING MATERIAL (COMPACTED) SERVICE WYE TO BE EMBEDDED IN CONCRETE NOTE: SERVICE PIPE TO BE PVC, SDR 26 (ASTM D -2241) OR SCH. 40 (ASTM D- 2665). SOLVENT WELD ALL JOINTS. SANITARY SEWER SERVICE DETAIL (WITH END RISER) APrap .c0 aa.4r 1965 1b4.t®�� g A-A OWN. p4.. 9..•t.r or egad t9 1Y. 9. 1.5'. ®TM O W1kOOddar..�5.0o-5k war., 58. 4„...da8.40 9aMatM a.e .p.dli.d'.110 n 54... 76.. imrio apron 3 O 0.. dtb Apy aM .dr.d ands rMd 8.' 3 M. ©O.." 'E• .qda Wide 9101/1 d apron TABLE OF QUARRIES Kr RCP TABLE OF OUAEITIES R1PRAP AT RCP-A CORDS sr BOILS OF E321210101r SPIN ROTH C1ASS 4 II d�434 � N da12 ' Rr 4l. 12 O p8. 15' Depth 24' D1.pr9, Round L D.68. Gwair Depth ~er4.%C.. Granular labr Depth Granular (5.)5.) Gt.) (=Xt. (=X 3LX 155 13.7 YYd.X XC. 14) 12 5 2.11 to 4.1 L1 SS 23 15 15 ■ 10 25 39 15 2.0 4.4 58 2.2 3.0 LA 7.5 29 35 21 24 10 12 4.2 55 2.1 2.5 63 E3 3.2 42 5.4 115 42 55 V 30 12 14 55 7.3 29 3.7 5.7 109 4.4 5.5 115 14.5 5A 7.3 35 42 15 15 L2 109 4.8 53 13.5 143 6.9 L2 153 21.7 92 109 40 20 129 55 164 0.7 255 129 TABLE OF OUAEITIES R1PRAP AT RCP-A CORDS sr BOILS OF E321210101r SPIN ROTH Nat.: 1r .1e and @W..r a5 1Or V b W, 1b qam. RIPRAP AT OUTLETS JUL 1 4 2003 CITY OF U2 O I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT 9JPERVISION AND THAT I AN A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA W.A.T. McCULLY V.:E: 1E& 140.231.31:2,1 WATM cHecKED WATM 07/11/m3 VERTICAL SCALE N.A. JOB NO. 03503 BOOK NORIZ. N.A. PAGE SHEET 5 Can 11 DO'S' da s • 5r* d Claw tY 50' a 12 5.55 22A 6.2 4.i 109 55A 39 43 14 19 72 92 19 4A 155 13.7 54 69 143 152 72 92 51 50 15 20 109 127 63 SA 15] 193 L2 11.5 21.7 25A 10.9 127 Nat.: 1r .1e and @W..r a5 1Or V b W, 1b qam. RIPRAP AT OUTLETS JUL 1 4 2003 CITY OF U2 O I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT 9JPERVISION AND THAT I AN A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA W.A.T. McCULLY V.:E: 1E& 140.231.31:2,1 WATM cHecKED WATM 07/11/m3 VERTICAL SCALE N.A. JOB NO. 03503 BOOK NORIZ. N.A. PAGE SHEET 5 Marshan Lake Industrial Park I W 1/4 COR SEC 17 C9/ co ' \\ I' i4-1 , r j I/ /!I*, / 404 —lM4 � 0 /// '_0 i2217 _ r,� ,AY �j •�. ; tees __ 3� IIII...,,,I��` ,.az `. \��j.j����Mry jam i 114 Aa. N. \,11 �/ , / �_/ > 0 ft chain; hoof r1/ 4 199 /i��, / / / / : — 0 anew 10 1 CK / Fl ^+1 L 1\1 � .` ,t ea14 / 1107. 1 r 7/ / \ 1 ■ t` a was \ l WO— —��. \\ / . *2214 1\ \ \ 2202 ! ' 1720.1 z \ 9N3 588'49'12 "E ) / !' / /6. ) 1ae6 2r \ �' /' 11 _.! \ , , 0 f 124 \\ \ 1 1+ ‘ \> \ \ \ / k \ 7,2., y \\ \ FDa7` L.' 1 arca \ \ I 831 8887 \\ \1 \\ N' ! 11 4 140.4 \ \1 '!).7 __10.0 Ac. / "-_ 1 sd ' - 69F gar- ) / ' .: ��. 1) tttttt CO • 0 EAST CORNER CF NE —SEft 538.56 To7.7 4; ./t9A9 ! .!/7 _/ 1900 1872/187 1070 101.4 7 _ 92 1988 gg 1873 1875 / V 1910 I i 108E / 1(++91 91' 1' • `ttl. 0•518,82 I �j'eJ 1Ji91� . 1908 1 . 1 0188j 1 457.82 tr` N88'48'02 'w OTIN .97E OF SOUTH 225 FT OF NW Y4 trr / / / / / / / / 6 11 choinitdc fence / / / DY LAVE GRAPHIC SCALE 9 00 100 �.: lei ( ITC) 1 bah ee 100 ,L Owner /Developer Glenn and Myrna Rehbein 18 Wildflower Place North Oaks, MN 55127 NOTE SEE SEPARATE SHtr15 FOR TREE TYPES. Flood Zane Designation Per FDIA Mop No 27009 0005A Dated: 9 -15-70 Zone (except County DNd1 which M Zoned -A') Q DENOTES ANOKA COUNTY CAST IRON MONUMENT o DENOTES SET IP • DENOTES FOUND IP 1' CONTOUR INTERVAL NGYD %ERTICAI. DATUM ANOKA COUNTY 000RMNATE SYSTEM ap DENOTES HIDRANT DENOTES SANITARY MANHOLE -� DENOTES POWER POLE x000.0 MOTES 0057940 ELEVA11ON. DENOTES CONTOUR a C — DENOTES D0511NG UNOERCRCUID GAS LINE R Ss — DENOTES E95RNG SANOTARY SEWER 11. 11. 00101 S FROSTING UNDERGROUND 10.EPH0NE LINE 011 44 DENOTES OOSONG WATERWAN. R EC ,.1 �+ JUL142003 C! I E OF LINO F.s_e 1'- (HERESY CERTIFY THAT 7HIS ` SURVEY. FLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERV1510N AND THAT I AM A DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA MATHEW T. KYTONEN SATE: 1+%G. N0.1a7l7 / DRAWN SNS Tt 07/1 /2003 VERTICAL SCALE lVOW, JOB N0. 03503 800K PAGE SHEET 6 Marshan Lake Industrial Park W 1/4 CCR SEC 17 OM o 3 8 N / 5 fl choir/Ink fence / /,ff , , - \ /1 5". / 4, 41. POND 4P /� / / NWL:895.00 , H SlWL:896,,, — _ BOT:890.00 A / W / � ro n / 0 N 901.3 / , I y / ... �... / i ' -14-2 �-- .2218 /y `�1Z" // / , -- - 1 N. ... // % — 4 Ac Mai I'v .... �/ 1110.7/ / 1 \ \ 1 SE Mr. of SW 1/4 of NW 1/4. Sec 17. / / t0 / / / r / L 1720.12 \;91. S88.49'12'E / 0 2 1.7.7 6 ft. chalnlInk (ono pi SOUTHEAST CORNER OF NE J; —SE 14 190 1927 1 I ') X1889 1906 \ \ � � --ea— firm `� B97 457.82 • N88'48'02 "W 1.23 1821 � 1 i �1 9 99D 1900 1972/1874 1878 1bL4 plan 1973 1979 981 1910 f90p,9me ORTH 11HE OF SOUTH 225 FT. OF NW J4 OF SW J( / / / / / / / / / / / /NOY UNE GRAPHIC SCALE 100 C m NO ( IN .EEL' ) 1 Seth _ 100 EL _Owner /Developer Glenn and Myrna Rehhein 18 Wildflower Place North Oaks, MN 55127 • Ft' JUL 1 4 2003 CITY OF ,,N LA NOTE: SEE SEPARATE SHEETS FOR TREE TYPES. Flood Zone D••genUon Pe, FEOEA Map No 27009 0005A wt.* 9 -15-79 Zan 'C' (magi County Ditch ehIch M Zoned 'A') .000.0 O 00101ES ANOKA COUNTY CAST IRON MONUMENT O DENOTES SET W • DENOTES FOUND IP 1' CONTOUR INTERVAL NOVO VERTIC.U. DATUM ANOKA COUNTY COORDINATE SYSTEM 99- -9— DENOTES HYDRANT DENOTES SANITARY MANHOLE DENOTES POWER POLE DENOTES 0021210 ELEVATION. DENOTE CONTOUR DENOTES COS1N0 UNDERGROUND CAS UNE. DENOTES EKIS1N0 SANITARY SEWER. DENOTES 0051 10 UNDERGROUND TELEPHONE UNE DENOTES E705TN0 WATERWAIN. `I HQt ®Y CERTIFY THAT DOTS 1 SURVEY, PLAN OR REPORT WAS PREPARED 9Y ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED LAND SURVEI'UR UNDER THE LAWS OF THE STATE OF MINNESOTA ,cnMAIHEW T. KYTONBl / 00.102.3.)} C D — U E Oct O Q) L_.a_J m (n 0 — Z E— w N Q W L S S TK ECKED 07/11./2003 VERTICAL SCALE 110R1 1 :100" JOB N0. 03503 BOOK PAGE \°F SHEET 7 7 SHEETS} / / / / // / / / // / / // ' // / �7/ , / , / / / / / / / / / / / / / / / / / / / / / / / / / / / OUTLOTC SAO ACRES OUTLOT A 3.87 ACRES MOP RP SE BACKS I / WETLAND A , - OUT LOT B / 5 I 5.93 ACRES / o M O , , t0 M ' / SD / 538.56 1 / / / / / / / / / / / / TABULATION: SITE AREA: BUILDING: OFFICE AREA WAREHOUSE AREA TOTAL PERVIOUS AREA PARKING REQUIRED: PARKING PROVIDED: TOTAL DOCKS AVAILABLE: 1317 ACRES 249,400 S.F. 15,800 S.F. 265.000 S.E. 3.28 ACRES (24% OF SITE ) 203 CARS 210 CARS 30 EXTERIOR 2 DRNE -INS SITE PLAN 0 50 100 200 144) JUL 14 2003 CITY OF L .) ES H E I T M A N A R C H I T E C T S INCORPORATED $$5 Ana ROAD, SU11E 103 ITASCAIllr1101S 10113 TM 630.773.3551 FAX 650.773.3599 Build -to -Suit Lino Lakes, Minnesota idIPRN�11TT0NI IM RE DAIS MERIT1Ine SITE PLAN DATE 07- 11-03 .ROROr NUMBER 203034 SNIT NUMBER P -1 I 1 I I 1 cps I I I I y-Cr y 52,0. y 520• j 5.2.0 y.o• y 62-0 y 57-0* y 52,0' y 52.0' y 652 1 1 1 1 1 1 1 1 1 1 1 1 I 1I I I 1 yI 11I I } }( - - - - — 6-- ---- 6'--- -- 6- - - - - +— ---- !r - - - - -- — f----- •- - - - --0- 111111111111•111M11111111111•1111111111••1111•11•11111 sra new, 52-0' 62-0' 52-0• 52-0' 1 1 52-0' i 62-0' 550'4' i 62-0' 73,1.4 62-0. i i Ot b b 6 6 b b b o O b o 0 6 COMPOSITE FLOOR PLAN 1" 3V-0" 0 _ v JUL 14 2003 G 1 6 OF i_2-10 _ _1 __e°' K..E H E I T M A N A R C H I T E C T S INCORPORATED 555 Ma 0010, 3110 105 ITASC .ILLINOIS 0143 7E4 630.773.3551 FM 630.773.3599 Build -to -Suit Lino Lakes, Minnesota DEVa0Pe1 I�1 PANATTO N 1 RIB DATE ONUS NMI SITE PLAN SATE 07/1I/05 PROJECT HUMUS 20054 SHEET NUMBER A2.0 • 4 st EWC HOUSEKEEPING 8' -0"520' -0" OFFICE 15'-0"123' 4" OFFICE 11- T'x15 -0" SUPPLY 11'- 7^x15 -0- OFFICE t1•- T•x1s -0" OFFICE 1T -7 x15' -0" OFFICE 11 '- 7"x15.-0° SERVER 1Ta"x21' -7- FUN SHOP 17-0"x1T -0" n O DING O LUNCH 35' -0"x41.8" SUPPLY 1T3"721' -T' ORDER PRINTING 15..0"x1T-r RECEIV'G 1T-3"x15' -0" N ON 7 V C - -CONF.- 1r- iVx1T.a" c OFFICE 12= x13' -2" SHIPPING 1 S- 8"x15 -0° CONF. 12'- 11"x14 -5° 3'-2" COATS OFFICE 15 -0'X22' -7° OFFICE 11'- T'x1s -0" 66.2 II OFFICE 11.7"x15 -0" OFFICE 11'- 7"x15' -0" WAITING MTG. T- 11"x11 -11" RECEPTI LOBBY VEST. 57-0. 168'-0' OFFICE 11'- 4'x15 -0" OFFICE 7OFFICE 13'- 2"x15' -0" L OFFICE OFFICE 11'- 7`x15' -0" 15' -0"522' -T' 11'- r'x1S -0" 57-0' O O 57-0' OFFICE FLOOR PLAN 1/8" -1 '4" JUL142003 1 CITY OF I.. iK L;U::. r H E I T M A N ARCH I T E C T S 1 NCO R P O RATE D 555 1050 ROAD, $1615105 ITASCAILLIN01$ 10143 1EL• 630.773.3551 FAX 630.773.3599 Build -to -Suit Lino Lakes, Minnesota DEVELOPER 1iPANATTON1 IBBUB OATS emzermu BITC PLAN DATE 07 /11 PROJECT NUMBER BHEOT NUt,U8 A2.1 • • • T/PRECABT EL. 195' -0' • T /SLAB • EL. 100' -0' • T/PRve-AST vr EL. 135' -0' ▪ T /SLAB EL. 100' -0' Q Q Q Q Q Q Q Q Q Q Q Q � Q Q I I I I I I I I I I I I � I I I I I I I I I I I I I I I I • T/PRECAST sr EL. 135' -0' T /SLAB EL. 100' -0' WEST ELEVATION 1" e, 30' -0" 4 i 4 4 4 i i 4 4 cp, I I I I I I I I I I I I I L ,111111MIIMIS111: 1•11•1 I_II_I I�II�I �I_II_1 I_II_Iu I_II_I IoIImm '6v1,1! 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SUE 705 ITASCAILLIN015 60143 TEL 630.773.3551 FAX: 630.773.3599 ELECTIKAL 9409 KONNACID a ASSOCIATES, INC. 73155.Almk.d toad New SwF, Xhicomin 53151 PNONE 0474 7044323 FM: 12671 764.50I4 ' JUL142003 Build- to- Suit �"� Lino Lakes, Minnesota DEVELOPER PANATTON 1.1 121212 19212 111W 14173 e.lcTlnc2l *ITS PLAN DMZ 0794541 PbJBCf ItIMBE 9 COON aN1=r,419411134 El PLANT MATERIALS SCHEDULE . MN .O IRO ® muss M r° T'ir A "."14414,+ r,... v.- r SW 4f RR IMPS Y.m y''MVI ' .I .nr n w rut WmOafm 11R42 YAM SU r x SAMS MIL CO tr." 10 SAS rc._ WEND WOO b puJ = llR M W r CAL WOO emlO •0 7/14%. ]I W f r0 0u ,I�[ ? Iw A�.w Fw1YbIY x W r WOO MOM NI D BM r NAM ME 0 OM M INAO.r 4.444,4 1 W 1-4/r CAL NOM WOES 0 0.0e R W 1-I/Y CAL WOO MONO Or Dweee.ObImL Y ITT .MI NS 07200 M No mm *AA Mb' w W Y W O Na man LM M .1. Y fiO} GG m PNIMASSIm04 mM VT Wel O.ifS 4I01OM5 rM NrAIEILEEN /L To HONEST 1 WAR MEL 111701 vs40 VCVN'AIIONf e01 -W -1•0 MaA94Tr M2 A APE K0.110 DATES fEOtO ▪ sa Leos S EED SSD. AlL4 SUM NO 7010 FO1 MA WAR ISM room. Cr rI RCM REM ro 1N0 SEW M1[ ui wm AS Imam ▪ HAM LAKES SEED SPECS ML . ®m FM NSA .wRauxaxe iiMO% RKEaROm AREAS NOT" 10 WO TARES Ory STAMDAND PlQICRLOIs MI -M1 -x400 RATE AT xRm. 0A10 AS acrrrr. ▪ 7x0 VASS SUM VMS DEED AU_ ENS. MO MO AND ECOTTPL SE DESISTED TO DRAWING LEGEND M,71 SEED MIX: 52 1'-:•.I SEED MIX: 51 Ell SEED UIX: 53 1 50D DRESSER TRAP ROCK MULCH. 2 -4' SIZE, OVER LANDSCAPE FABRIC ,��/t) SHRUBS GC)1 JF •) TREES - DECIDUOUS AND CONIFEROUS TREES- UNDERSTCRY METAL EDGING KEYNOTE LEGEND f� COORDINATE EXTENT OF I / SEEDING WITH OWNER 103 > VERIFY EXTENT OF DISTURBED AREA SEED TO THIS POINT 07 SODDED AREA STEEL. EDGING NOTES 1. ALL SHRUBS BEDS AND PERENNIAL BEDS SHALL RECEIVE 3- HARDWOOD MULCH. ALTERNATES 2. ALL PLANTING BEDS AND SODDED TURF AROUND PERIMETER OF BUILDING AND IN ISLANDS SHALL BE IRRIGATED. 3. ALL DISTURBED AREAS TO RECEIVE 4' BLACK DIRT TOP SOIL AND TILLED TO A DEPTH OF 7 4. F A DISCREPANCY 15 DISCOVERED BETWEEN PLANT QUANTITIES IN SCHEDULE AND THE PUN, QUANTITY SHOWN ON PLAN SHALL GOVERN. PANATTONNI CONCEPT SITE Glenn Rehbein Companies Lino Lakes, MN :11:0 CiTy JULOF AI TFRNATE 41 (DEDUCT) ELIMINATE ALL STEEL EDGING MID ROCK MULCH MOUND PERIMETER OF BUILDING. ALTERNATE 42 (DEDUCT) ELIMINATE CRIMSON FROST TREES FROM NE AND SW PLANTINGS ALTERNATF 41 (DEDUCT) REPLACE STEEL EDGING WITH PLASTIC EDGING THAT HAS SIMILAR SLIM PROFILE (NOT ROUND TOP EDGE) EXAMPLE 'SUPER -EDGE' BY OLY -OLA SALES, INC. N TERNATE 44 (DEDUCT): ELIMINATE 50D BAND MOUND PERIMETER OF MONO AREA REPLACE WITH NATIVE SEED. AREA TO BE MOWED IN 5' BAND ONCE ESTABLISHED. ALTERNATE 45 (DEDUCT): REDUCE SIZE OF ALL PERENNIALS FROM 2 GALLON POT TO 1 GALLON POTS. RIVNCTOI A1E N DATE TOO NINNEN•ouS 55401 CITY SUBMITTAL ARevision Dote I hereby certify toot this plan, specification or Hemet was p'parod by ma our under my direct supervision and that 1 La0 duly registered ndscape Architect under the lap of the state of 1Anne00lo. Registration Number. 16662 LANDSCAPE PLAN PATE: JULY 14,2003 $GLE: rer40' PROJECT NUMBER: 2130.001 PRAWN: ALMA L1 0 • \ • 1-%i< se • //' se,/ s/ vv vvv vvvvvv ovv vvv vvov vvvvv vva vv vvvvv vvvvv Vvv vvv vvvo vvvvv ovvmvv vvvvv vvvo vvv V s • 1 / / / / ' • / • • • • • • • • • • • • • • ® / • ;I\ + +.. • \ • + a+ + + est O4,\ / / / / + + + + + , + + + +; + + + + + + + + +## + + + +# + + + +,# 4- + + + + +, + + + + 4� + + + ,-# + + + , DRAWING LEGEND p " "1 SEED MIX 52 SEED MIX: 51 SEED Mix: 53 50D DRESSER TRAP ROCK MULCH, V-4' SIZE, OVER LANDSCAPE FABRIC CO SHRUBS 0 TREES - DECIDUOUS MD CONIFEROUS TREES- UNDERSTDRY METAL EDGING KEYNOTE LEGEND 01 I 02> COORDINATE EXTENT OF SEEDING WITH OWNER VERIFY EXTENT OF DISTURBED AREA, SEED TO THIS POINT O3 SODDED AREA STEEL EDGING NOTES 1. ALL SHRUBS BEDS AND PERENNIAL BEDS SHALL RECEIVE 3' HARDWOOD MULCH. 1 JUL PANATTONNI CONCEPT SITE Glenn Rehbein Companies Lino Lakes, MN 2003 CITY OF LINO =r R. y� ALTERNATES 2. ALL PLANTING BEDS AND SODDED TURF AROUND PERIMETER OF BUILDING AND IN ISLANDS SHALL BE IRRIGATED. 3. ALL DISTURBED AREAS TO RECEIVE 4' BLACK DIRT TOP SOIL AHD TILLED TO A DEPTH OF 7 4. IF A DISCREPANCY IS DISCOVERED BETWEEN PLANT DUMMIES IN SCHEDULE MD THE PLAN, QUANTITY SHOWN ON PLAN SHALL GOVERN. N TFRNATE 01 (DEDUCT) EUMINATE ALL STEEL EDGING AND ROCK MULCH AROUND PERIMETER OF BUILDING. ALTERNATE 47 (DEDUCT) ELIMINATE CRIMSON FROST TREES FROM 140 AND 5W PUANRNGS N TERNATE 13 (DEDUCT) REPLACE STEEL EDGING WRH PLASTIC EDGING THAT 195 51NILIAR SUM PROFILE (NOT ROUND TOP EDGE) EXAMPLE 'SUPER -EDGE' BY OLY -0LA SALES, INC. ALTERNATE 84 (DEDUCT), ELIMINATE SOD BAND AROUND PERIMETER OF PAK1NG AREA. REPLACE WRN NATIVE SEED. AREA TO BE MOWED IN 5• BAND ONCE ESTABLISHED. ALTERNATE 45 (DEDUCT): REDUCE SIZE OF ALL PERENNIALS FROM 2 GALLON POT TO 1 GALLON POTS. ILIOVUE WY*. .1 R sunt ZOO 110.00115 55. CITY SUBMITTAL ARevision Date I hereby certify that this plan, epecir align or report was prepared by me our under my direct supeeviaian and that I Laa duly registered ndscape Architect under the laws of the stole of Minnesota. Registration Number. 18662 ENLARGED LANDSCAPE PLAN DATE; SCALE: PROJECT NUMBER; 2130.001 DRAWN: KMA JULY 14,2003 L1.1 • • TYPICAL DECIDUOUS TREE PLANTING L2 SCALE NTS MNIr M ©WIPE MMeTm E Hew MAY OR SATURATED SOILS ARE ENCOUNTERED WRAC EXCAVATION. MULCH M1 WICK Of 1WSOL k PLANING SOL SONY EDGES OF PANNING NMI TOPSOL UtrFR SU L LAMM TAMPED 15PEOL TCOL E %R S AMEN BORON AT PURIFIER UNOTSTURIEO DAM M CMRACND BWIELL 1 -IEGR OF 0.0016011 -010 OF NOOTMLL L2 OTYPICAL SHRUB PLANTING SCALE NTS REFER TO PLAN TOR EMENTS OF PANw0 PUN Ao 0QQQCQ 0CQQQ0 TYPICAL PERENNIAL PLANTING MILLI -VARIES SEE PUN 00011N000VEA PLANTINGS SOL SEP. FABRIC RAMO SOIL swan. 003300 WI LAYER UNDISTURBED EARTH OR COMPACTED BACKFll NOE SPAONC VARIES SEE PUNT MATERIALS SCIEOIIE SCALE MS NOT USED SCALE: NA ©TYPICAL CONIFER PLANTING l2 SCALE: NTS ©i NOT USED T- SCALE: NA MLLOI 1:1 MMIURE OF TOPSOIL k PUNTING SOL SEAMY EDGES OF PLANTING NMI IOPSOL LOU SO®O1 LAYQ TINPEO TOPSOIL OF PIT GRADE co.L6cT EXCESS IMIER AT PFRMETER UNMm1Mm FARM OR NALUACIEO MOOR PANATTONNI CONCEPT SITE Glenn Rehbein Companies Lino Lakes, MN JUL 1 4 2003 CITY Y OF LINO LAKES CITY SUBMITTAL Revision Date I hereby certify that this plan, specification 01 report wo prepared by me oar order my direct supervision and that I am a duly regisered Landscape Architect under IM lows of the elate of Minnesota. Regisralion Number. (5662 LANDSCAPE DETAILS PATE: SCALE; JULY 14,2003 AS NOTED PROJECT NUMBER: 2130.001 DRAWN: KMA L2 044,44, a......E._:NL we • Pannattoni Site Natural Resources 0.3 0 0.3 Marshan Lake Ind Pk 50 FT Creek Buffer County Ditch "Creek" Lance Leaf Violet Location Marshan Lake Industrial Park Marshan Lake Industrial Park MLCCS Cattail marsh - seasonally flooded Floodplain forest Long grasses and forbs on upland soils Long grasses with sparse tree cover on upland soils Medium -tall grass non - native dominated grassland Non- native dominated long grasses with 4 -10% impervious cover Other exposed /transitional land with 0 -10% impervious cover Pavement with 91- 100% impervious cover Planted mixed coniferous /deciduous trees with 11 -25% impervious cover Seasonally flooded non - native dominated emergent vegetation Short grasses and mixed trees with 11 -25% impervious cover Short grasses on upland soils Short grasses with 26 -50% impervious cover grasses with 51-75% Parcels vAttachment 3 0.6 Miles S Tree # Desc. Radius 1820 BOX ELDER 11 • 1821 BOX ELDER 7 1822 BOX ELDER 7 1823 BOX ELDER 7 1824 BOX ELDER 15 1825 HACKBERRY 6 1826 BOX ELDER 12 1827 BOX ELDER 6 1828 BOX ELDER 6 (4) 1829 HACKBERRY 6 1830 HACKBERRY 8 1831 BOX ELDER 8 (5) 1832 BOX ELDER 24 1833 BOX ELDER 12 1834 COTTONWOOD 9 1835 COTTONWOOD 6 1836 COTTONWOOD 13 1837 COTTONWOOD 13 1838 COTTONWOOD 10 (2 1839 COTTONWOOD 13 1840 WILLOW 12 1841 WILLOW 8 1843 BOX ELDER 12 1844 HACKBERRY 9 1845 BOX ELDER 8 1846 BIRCH 7 1847 COTTONWOOD 15 1848 COTTONWOOD 12 1849 COTTONWOOD 9 1850 COTTONWOOD 13 1851 CEDAR 4 1852 BOX ELDER 7 1853 BOX ELDER 7 1854 BOX ELDER 6 1855 BOX ELDER 7 1856 RED PINE 3 1857 PINE 4 1858 PINE 4 1860 WHITE PINE 4 1861 PINE 4 1863 PINE 4 1872 COTTONWOOD 10 1873 COTTONWOOD 9 1874 COTTONWOOD 8 1875 COTTONWOOD 6 1876 COTTONWOOD 8 1877 ELM 7 1878 COTTONWOOD 6 1879 COTTONWOOD 6 1880 COTTONWOOD 7 • 1881 COTTONWOOD 6 1882 COTTONWOOD 12 1883 ELM 7 1884 BOX ELDER 7 1885 BOX ELDER 6 1886 BOX ELDER 27 Marshan Lake Industrial Park Tree Inventory 1887 BOX ELDER 8 1888 COTTONWOOD 6 1889 COTTONWOOD 9 1890 BOX ELDER 6 1891 BOX ELDER 6 1892 BOX ELDER 7 1893 BOX ELDER 8 1894 BOX ELDER 7 1895 BOX ELDER 6 1896 BOX ELDER 6 1897 COTTONWOOD 13 1898 POPLAR 9 1899 COTTONWOOD 6 1900 COTTONWOOD 7 1901 COTTONWOOD 7 1902 COTTONWOOD 7 1903 BOX ELDER 9 1904 BOX ELDER 10 1905 BOX ELDER 8 1907 POPLAR 8 1908 POPLAR 8 1909 POPLAR 8 1910 POPLAR 8 1911 POPLAR 6 1912 POPLAR 6 1913 POPLAR 8 1914 POPLAR 8 1915 COTTONWOOD 13 1916 COTTONWOOD 11 1917 POPLAR 6 1918 POPLAR 6 1919 COTTONWOOD 14 1920 COTTONWOOD 12 1921 HACKBERRY 9 1922 POPLAR 11 1923 POPLAR 8 1924 POPLAR 8 1925 BOX ELDER 12 1927 POPLAR 6 1928 1929 1930 1931 1932 1933 1934 1935 1936 1937 1938 1939 1940 1941 1942 1943 1944 BOX ELDER 6 BOX ELDER 7 BOX ELDER 7 BOX ELDER 7 BOX ELDER 11 POPLAR 11 POPLAR 11 BOX ELDER 9 POPLAR 14 BOX ELDER 8 COTTONWOOD 13 BOX ELDER 7 ELM 8 BOX ELDER 7 BOX ELDER 8 BOX ELDER 9 BOX ELDER 10 Page 1 of 3 1945 1946 1947 1948 1949 1950 1951 1952 1953 1954 1955 1956 1957 1958 1959 1960 1961 1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 Yi % COTTONWOOD 36 BOX ELDER 8 BOX ELDER 7 BOX ELDER 14 BOX ELDER 10 BOX ELDER 9 BOX ELDER 8 BOX ELDER 6 COTTONWOOD 14 BOX ELDER 8 BOX ELDER 8 COTTONWOOD 8 COTTONWOOD 13 POPLAR POPLAR POPLAR POPLAR POPLAR POPLAR POPLAR POPLAR POPLAR 7 POPLAR 7 BOX ELDER 6 COTTONWOOD 26 BOX ELDER 14 BOX ELDER 6 HACKBERRY 12 POPLAR 7 POPLAR 6 POPLAR 6 7 11 8 7 7 6 6 6 1976 BOX ELDER 7 1977 BOX ELDER 7 1978 BOX ELDER 7 1979 BOX ELDER 8 1980 BOX ELDER 7 1981 BOX ELDER 7 1982 BOX ELDER 7 1983 BOX ELDER 9 1984 BOX ELDER 12 1985 POPLAR 8 1986 POPLAR 6 1987 BOX ELDER 7 1988 BOX ELDER 7 1989 BOX ELDER 7 1990 BOX ELDER 7 1991 BOX ELDER 6 1992 BIRCH 7 1993 POPLAR 7 1994 POPLAR 6 1995 POPLAR 6 1996 POPLAR 8 1997 COTTONWOOD 13 1998 POPLAR 7 1999 POPLAR 7 2000 POPLAR 11 Tree # Desc. Radius 2001 POPLAR 7 • 2002 POPLAR 8 2011 BOX ELDER 6 2012 COTTONWOOD 19 2013 BOX ELDER 7 2014 BOX ELDER 6 2015 COTTONWOOD 20 2016 COTTONWOOD 20 2017 BOX ELDER 10 2018 WILLOW 9 2019 BOX ELDER 7 2020 HACKBERRY 2021 BOX ELDER 6 2022 WILLOW 10 2023 BOX ELDER 13 2024 WILLOW 10 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 • 2035 2036 2037 2038 2039 2040 2041 2042 2044 2045 2046 2047 2048 2049 WILLOW 12 WILLOW 12 BOX ELDER 6 BOX ELDER 6 BOX ELDER 9 BOX ELDER 10 WILLOW 10 BOX ELDER 9 BOX ELDER 7 BOX ELDER 8 BOX ELDER 8 RED OAK 6 HACKBERRY 10 BOX ELDER 18 HACKBERRY6 BOX ELDER 6 BOX ELDER 8 POPLAR 7 ELM 7 BIRCH 6 BIRCH 7 RED OAK 7 BOX ELDER 10 BIRCH 8 2050 BIRCH 8 2051 BOX ELDER 16 2052 RED OAK 14 2053 BIRCH 7 2054 HACKBERRY 6 2055 POPLAR 6 2056 POPLAR 8 2057 RED OAK 11 2058 HACKBERRY 11 2059 HACKBERRY 6 2060 POPLAR 9 • 2061 ELM 8 2062 BIRCH 6 2063 BIRCH 6 2064 BIRCH 7 2065 HACKBERRY 9 Marshan Lake Industrial Park Tree Inventory 2066 POPLAR 6 2067 POPLAR 7 2068 HACKBERRY 7 2069 BIRCH 12 2070 BOX ELDER 6 2071 HACKBERRY 9 2072 RED OAK 8 2073 BIRCH 9 2074 HACKBERRY 7 2075 HACKBERRY 7 2076 BOX ELDER 9 2077 2078 2079 2080 2081 2082 2083 2084 2085 2086 2087 2088 2089 2090 2091 2092 2093 2094 2095 BOX ELDER 7 BOX ELDER 7 POPLAR 8 BOX ELDER 7 BOX ELDER 6 HACKBERRY 8 RED OAK 13 POPLAR 6 HACKBERRY 9 BOX ELDER 8 BIRCH 8 BOX ELDER 9 ELM 12 BIRCH 12 BOX ELDER 8 HACKBERRY 11 HACKBERRY 10 HACKBERRY 8 BOX ELDER 7 2096 BOX ELDER 6 2097 HACKBERRY 9 2098 BOX ELDER 16 2099 BOX ELDER 7 2100 BOX ELDER 7 2101 POPLAR 6 2102 BOX ELDER 14 2103 BOX ELDER 7 2104 BIRCH 6 2105 POPLAR 9 2106 BOX ELDER 7 2107 BOX ELDER 8 2108 BOX ELDER 8 2109 BOX ELDER 7 2110 BOX ELDER 7 2111 ELM 7 2112 ELM 7 2113 WILLOW 26 2114 BOX ELDER 9 2115 BOX ELDER 7 2116 BOX ELDER 6 2117 BOX ELDER 8 2118 BOX ELDER 8 2119 BOX ELDER 17 2120 BIRCH 7 2121 BIRCH 8 Page 2 of 3 2122 BIRCH 7 2123 HACKBERRY 7 2124 BOX ELDER 7 2125 BOX ELDER 6 2126 BOX ELDER 6 2127 BOX ELDER 7 2128 BOX ELDER 6 2129 RED OAK 11 2130 RED OAK 32 2131 RED OAK 9 2132 RED OAK 22 2133 WO 19 2134 RED OAK 21 2135 WO 20 2136 BOX ELDER 9 2137 WO 18 2138 WO 20 2139 RED OAK 22 2140 RED OAK 15 2141 BOX ELDER 15 2142 RED OAK 10 2143 BOX ELDER 11 2144 RED OAK 9 2145 2146 2147 2148 2149 2150 2151 2152 2153 2154 2155 2156 2157 2158 2198 2199 2200 2201 2202 2203 2204 2205 2206 2207 2208 2210 2211 2212 2213 2214 2215 2216 2217 BOX ELDER 9 BOX ELDER 8 BOX ELDER 8 BOX ELDER 8 ELM 6 BOX ELDER 19 BOX ELDER 10 BOX ELDER 10 BOX ELDER 12 BOX ELDER 10 BOX ELDER 11 COTTONWOOD 27 BOX ELDER 8 BOX ELDER 6 HACKBERRY6 POPLAR 6 POPLAR 6 BOX ELDER 7 POPLAR 6 POPLAR 6 POPLAR 8 POPLAR 7 BOX ELDER 13 BOX ELDER 14 BOX ELDER 9 LOCUST 6 LOCUST 6 LOCUST 6 BOX ELDER 9 CEDAR 3 BOX ELDER 10 BOX ELDER 9 CEDAR 3 Tree # Desc. Radius 2218 CEDAR 3 • 2219 PINE 4 2221 COTTONWOOD 9 2222 COTTONWOOD 11 2223 BOX ELDER 11 2224 COTTONWOOD 15 2225 COTTONWOOD 16 2226 COTTONWOOD 11 2227 COTTONWOOD 9 2228 WILLOW 20 2229 WILLOW 20 2230 BOX ELDER 17 2231 WILLOW 20 2232 WILLOW 12 2233 WILLOW 12 2234 WILLOW 12 2235 BOX ELDER 6 2236 BOX ELDER 7 2237 BOX ELDER 7 2238 BOX ELDER 7 2239 WILLOW 12 2240 BOX ELDER 7 2241 BOX ELDER 8 2242 BOX ELDER 7 2243 WILLOW 11 2244 WILLOW 11 • 2245 WILLOW 11 2246 BOX ELDER 7 2247 PINE 7 2248 PINE 4 2251 ELM 6 2252 BOX ELDER 7 • Marshan Lake Industrial Park Tree Inventory Page 3 of 3 • • Panattonni NWI 0.2 0.2 Panattonni National wetlands Inventory L2UBG PEMB PEMBd PEMC PEMF PFO4 /SS1 C PSS1 /EMC County Ditch "Creek" Marshan Lake Ind Pk 50 FT Creek Buffer 0 Floodplain • 0 Marshan Lake Industrial Park County Ditch "Creek" Floodplain n Marshan Lake Industrial Park 0.4 Miles S Attachment 5 • • Marshan Lk Ind Pk Soils Lance Leaf Violet Location County Ditch "Creek" ksssssi Marshan Lake Ind Pk 50 FT Creek Buffer ® Floodplain Marshan Lake Industrial Park Panattonni soils.shp Cu Iw is Lb LnA Ma FM Mc • - Rf ZmA ZmB ZmC S Attachment 147 Marshan Lake Industrial Park 1 1 LL L • • l�rrlr i Li 1 L III ■ ■, • Elk 4k val ffiertemmull .�ilIlllI■I 1 1 Parcels Streets Lakes High Priority Protection Zone Protected Zone Lake Protection Zone County Park 3 Miles Attachment 7 • • EXHIBIT A - MARSHAN LAKE INDUSTRIAL PARK PANATTONNI SITE Parking Requirements: Impervious/Pervious Surface Requirements: Maximum Impervious Allowed per Ordinance: Minimum Requirements per Ordinance: Proposed Parking for the Development: • Warehousing: 1 stall per 2,000 sq. ft. of • Warehousing: 250,524 sq. ft. floor area (plus 1 space for each company owned truck, if not stored Stalls proposed for site: 130 • inside). • Office: 15,000 sq. ft. conform to Stalls required for site: 125 directed at Stalls proposed for site: 78 • Office: 3 spaces, plus at least 1 space On adjacent ordinance for each 200 sq.ft. of floor area. • Stall dimensions: 9' x 18' Stalls required for site: 78 requirements • Impervious/Pervious Surface Requirements: Maximum Impervious Allowed per Ordinance: Minimum Pervious Allowed per Ordinance: Proposed Impervious for the Development: Proposed Pervious for the Development: 85% 15% 70% 30% Lighting Requirements: Maximum Light Intensity Allowed per Ordinance: Light Intensity Proposed for the Development: Light Fixture Specs. Required per Ordinance: Proposed Light Fixtures for the Development: • On public street: Light readings • Light to be • Pole fixtures 1.0 foot candle conform to directed at conform to • On adjacent ordinance 90degrees ordinance property: 0.4 requirements • Max. height is requirements foot candle 30 feet • No info. on wall fixtures • City Ordinance directs that outdoor lighting shall be turned off one hour after closing, except for approved security lighting