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HomeMy WebLinkAbout04/30/2003 Env Bd PacketCity of Lino Lakes Environmental Board Meeting April 30, 2003 6:30 p.m. (This mtg. is not televised) AGENDA 1. CALL TO ORDER 2. APPROVAL OF MINUTES 3. APPROVAL OF AGENDA 4. OPEN MIKE 5. ACTION ITEMS A. Discount Tire Company /633 Apollo Drive /Site Plan Review & CUP B. K -G Development/Ravens Hollow /Preliminary Plan Review & CUP /Update 6. DISCUSSION ITEMS A. Surface Water Management Plan /Jim Jacques B. Guest Speaker /Connie Grundhofer C. City Newsletter 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: April 30, 2003 Topic: Discount Tire Company /633 Apollo Drive /Site Plan Review and CUP Background: The Lino Lakes Market Place plan review was completed in 2001. In 2001, the Environmental Board reviewed the Market Place without user definition. The Discount Tire Company is a proposed user for Lot 1, Blk 1 of the original Lino Lakes Market Place Addition. The original proposal indicated a convenience store theme for this location. Developer plans are enclosed as Attachment 1. Analysis: All surface water issues for Discount Tire Company must be verified in conformance with previously approved plans for Market Place. A trail on the North side of the property is not indicated on the plan. Landscaping is shown over this area. Landscaping needs to address trails and visibility issues for both pedestrians and CPTED. Lower profile materials need to be considered for this area. Landscaping should conform to the original intent of Market Place. Proposed landscaping shows 3 less trees than the original plan. All Junipers proposed adjacent to streets and within 30 feet of turn areas for cars should be lower profile (2 -3 feet high) and salt tolerant. There should be more shade trees planted along Market Place Drive. All proposed sodded areas must be irrigated. All planting beds for shrubs should be mulched with organic, earth -toned products consistent with other Market Place Areas. Some of the lighting fixtures proposed for Discount Tire are inconsistent with City standards. Environmental Board Comments: Options: 1. Approve with recommended changes 2. Recommend no approval Recommendation: Option 1 Attachments: 1. Discount Tire Plans 9 11 /2 • V© m W AMIIILo ErNA %Nal trig =QO - 61 : ICI ©v 1 ' A po .Or � 9 Amuni,m �� r � kla OA h ,4; #4. ligrimiumgm Q; an own= NI °WIWI' Err Park, CHO gni" ooj�� rtd�.�oa Ass011 1111 ti F75 13 ktP tit 274 r AM" *a °M." 11 _� )RTH • VIER \dwg \ENG \22x34cvf1.dwg 02/18/2002 05:07:56 PM CST C: \land Projects R2 \b °2003 Westwood Professional Services, Inc. Construction Plans for Grading, Paving, and Utility Improvements for Discount Tire Lino Lakes Marketplace Lino Lakes, Minnesota Prepared for: Discount Tire Company, Inc. 20225 N. Scottsdale Road Scottsdale, Arizona 85255 Contact: David Parker Phone (480)- 606 -5763 Fax: (480) - 606 -4370 Prepared by .Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 9521937 -5150 Fax: 952/937 -5822 Project number: 20031026 Contact: Daniel M. Parks Vicinity Map INDEX SHEET NO DESCRIPTION C1 COVER C2 Paving, Grading, & Erosion Control Plan C3 Drainage, Site, & Utility Plan C4 Details Sheet C5 Details Sheet L1 Landscaping Plan Al Building Elevations Plan A2 Floor Plan El Lighting Plan (Not to Scale) NO. DATE REVISION SHINCIS Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for Discount Tires - Lino Lakes Marketplace Lino Lakes, Mtnnesota Data 4/14/03 Sheet 1 of 9 A -9 20031026.000VP.OWG C \Lund Projects R2 \borders \dwg \ENG \22x34engdwg 02/15/2002 163635 AM CST 02003 Westwood Professional Services, Inc. —SIN -- -SLY -- • A A I /14! A. in Vur v-f /•nJ CANT / riff. f1A /A \/ 'IAV `, n 4 - .rvv'rV fR7I1 vvtT rri-11 / LAKE` DRIVE (C: S.; . H. NO. 23;! _- ONE WAY 91 we. we . wr wni x:r SILT FENCE. -SEE DETAIL .6.4.726-75 p =t °40'06" tot 0 a. !. n xa Mt wr sat - wr= sots far \ .A \ \ \ \ \ \ CAUSE OT C LOT 1 DISCOUNT 11RE 8,480 S.F. F.F.E. = 913.70 DRAr1ACE AND TO' --- axr ---- _xa` - err —�-- �__„r__.�- — \�ir�� fix.• -'.' DENOTES SOL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER 441 Call 48 Hours before digging GOPHER STATE ONE CALL Twin City Area 651- 454 -0002 Mn. Toll Free 1 -800- 252 -1168 SITE GRADING NOTES: A. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. B. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD. THESE AREAS MALL BE WATERED UNTIL A HEALTHY STAND OF GRASS 15 OBTAINED. C. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES 10 THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS. DIRECTIONAL SIGNS, FLAGMEN AND UGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALT. CONFORM TO APPROPRIATE MINNESOTA HIGHWAY DEPARTMENT STANDARDS. E. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF AU. PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK, THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTO'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONSTRUCTION SITE F. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE DEVELOPER'S STANDARD SITE WORK SPECIFICATIONS. G. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. THE COSTS OF RETESTING ON CASE OF TESTS NOT MEETING STANDARDS) SHALL BE BORN BY THE CONTRACTOR. H. ALL THE SLOPES ARE TO BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. I. BUILDING GRADING HOLD DOWN IS 1.0 FOOT. SEE DETAIL SHEET FOR PAVING HOLD DOWNS. J. CONTRACTOR SHALL PLACE MIRAFI FILTER FABRIC AND GRAVEL OVER ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS CONSTRUCTION AND AS SHOWN ON THESE PLANS, UNTIL. ALL PARKING SURFACE IS PAVED. K. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBIUTY FOR CONTROWNO ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO STAKED STRAW BALES AND /OR SILTATION FABRIC FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS OPTION, DIRECT THE CONTRACTOR IN HIS METHODS AS DEEMED F1T TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR WALES SHALL BE REMOVED AFTER EACH RAIN AND EFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR THE SILT FENCES SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. L SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED. M. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE N. SEE DETAIL SHEET FOR TYPICAL STREET AND PARKING AREA CROWNS AND SLOPES. 0. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT. A PROOFROLL WILL BE REQUIRED ON THE SUBGRADE. PROOFROLUNG SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY - LOADED TANDEM -AXEL DUMP TRUCK. OR APPROVED EQUAL. IN EACH OF 2 PERPENDICULAR DIRECTIONS *TILE UNDER SUPERVISIONS AND DIRECTIONS WHALE UNDER OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOiPACTED AS SPECIFIED HEREIN. P. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN UNITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, KITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS, WHERE ELEVATIONS ARE SHOWN, 011 BETWEEN SUCH POINTS, AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS. THE SITE GRADING IS COMPLETED, IF EXCESS SOT. MATERIAL EXISTS, THE CONTRACTOR AU. DISPOSE OE ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE MINER AND THE LATING AGENCIES INVOLVED. DENOTES EXISTING TREE UNE DENOTES APPROXIMATE TREE REMOVAL LIMITS DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES EMERGENCY OVERFLOW ELEVATION 20' 40' 60' LANDSCAPE PLAN FOR PLANTINGS to TURF ESTABLISHMENT. S. AFTER CONSTRUCTION OF PONDS, ADDITIONAL EROSION CONTROL FENCES MAY BE REQUIRED BY THE CITY OR ENGINEER AT TOP OF SLOPES OR HIGHWATER LEVEL. ��`. W7599 Anagrestwood Dri Professional Services, Inc am ve Eden Prairie. MN 55344 Phone: 952/937 -5150 Fax: 952/937 -5822 1 Malty wWr, gut d. 2L. .., I .. . v. ay ..m.. m+a .neablea awl r lase . 4. awn! eamseaOrrAL . CINNIA rd M e m. .. 5r SW at Mama& Daniel M. Par, PS Dos 4/14/03 Lo... NJ. 18919 peas Oro Prepared for Discount Tire Company, Inc. 28225 N. Scottsdale Road Scottsdale, Arizona 85255 Discount Tire Lino Lakes, Minnesota A -9 20031026.00PVPAWG bate 4/14/03 Sheen C2 OF C5 Paving, Grading & Erosion Control Plan roJects R2 \borders \dwg \ENG \22x34engdwg 02/15/2002 10:36.35 AM CST o2003 Westwood Professional Services. Inc. r e/d - • w•r . A A l/-\I.' A. r•�r YVI ).■-■ • /A "r Y\/ .l /if,/ IIA /A \/ ^)I % +l rT r'.l IA / I. \• L-.11 �� A •n ..v\./IYIs r .r7/vr7rrn r • ry if')I '-vi • � " -rrr1, . 1.. -I r • • LAKE' DRIVE • .(C: S.A.H. NO. • ONE WAY —sAx- r4. � CONNECT.40 EXISTING MANHOLE. '- U,CT 1 OUTSIDE DROP. I.E. - 906.38 (UPPER_ LE.- 894.38 (LOWER j •� CBMH + �� ' R.E.- 911.814 (j Tn LE.- 908.49 P.) �T C N N1 38'57°W CB 5 R.E -'12.2 I.E. •'.5 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 -252 -1166 UTILITY CONSTRUCTION NOTES: A. THE CONTRACTOR IS SPE WICALLY CAUTIONED THAT THE LOCATIONS AND /OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE CONSIDERED EXACT OR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. B. THE CONTRACTOR MUST CALL. GOPHER STATE ONE CALL AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATION OF UTIUTIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALUNG GOPHER STATE ONE CALL AT 851- 454 -000% OR 1- 800 - 252 - 1166. C. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL. STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED IMTH THE OWNER. D. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DOORWAYS. RAMPS. TRUCK DOCKS. PRECISE BUILDING DIMENSIONS AND BULDING UTILITY CONNECTIONS E. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS AND OTHER SERVICE UNES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE SERVICE UNE CONSTRUCTION LPTH THE UTIUTY COMPANIES. F. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITYS REQUIREMENTS AND THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS EXCEPT AS MODIFIED HEREIN: 1. WATER LINES AND SANITARY SEWER MAIN SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED PRIOR TO COMMENCING AU. UTIUTY CONSTRUCTION. 2. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATERMAIN BELONGING 17) THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBUC WILL BE THE UABIUTY OF THE CONTRACTOR. 3. WATERMAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS FITI1NGS REQUIRED TO CONSTRUCT WATERMAIN SHALL BE INCLUDED IN WATERMAIN CONSTRUCTION. 4. ALL WATERMAIN SHALL BE POLY WRAPPED IF REQUIRED BY CITY STANDARDS. 5. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT AU. WATERMAAN CROSSINGS WITH SANITARY SEWER OR STORM SEWER. 6. SANITARY SEWER PLUGS AND CAPS SHALL BE SECURELY INSTALLED AT THE END OF SERVICE UNES TO ALLOW FOR PRESSURE TESTING OF SANITARY SEWER MAINS. 7. UTILITY SERVICES TYPICALLY TERMINATE 5 OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 8. EMBANKMENT MATERIAL PLACED BENEATH THE BUILDING SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOLS ENGINEER. 9. EMBANKMENT MATERIAL PLACED BENEATH THE STREET OR PARKING AREA SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN THE CURRENT MN/DOT 'STANDARD SPECIFICATION FOR CONSTRUCTION" SECTION 2108.3F1 AND THE REQUIREMENTS OF THE SOILS ENGINEER. \ 10. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD OR STREETS OR PARKING AREA, SHALL BE COMPACTED IN \ ACCORDANCE WI1H REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MN/DOT 2105.3F2. 11. DISINFECTION AND PRESSURE TESTING OF WATER UNES SHALL BE PERFORMED AND PAID FOR BE THE CONTRACTOR \ UNDER SUPERVISION OF A REPRESENTATIVE OF THE CITY WATER DEPARTMENT. CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 24 HOURS PRIOR TO ANY TESTING. THE COMPLETED WATERMAINS SHALL BE DISINFECTED FOR 24 HOURS VATH 50 PPM AVAILABLE CHLORINE. AT THE END OF THE DISINFECTION PERIOD, THE RESIDUAL SHALL BE AT LEAST 10 PPM WITHIN THE WATER MAIN. WATERMAIN SHALL BE PRESSURE TESTED AT 200 PSI FOR 2 HOURS OR THE REQUIREMENTS OF \\THE CITY. G. ALLVMATERIALS SHALL BE AS SPECIFIED IN THE CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN: 1. MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 28' -15" =a a50% RCP 88•-12 RCP , .. "• CT. TO '.. 0 0.40% • QISTING 8 ": •'Pur sV-+ R -173 47,85-(PVC fug —me :i}.rs DE SOLID LINE— PMN�('IYP _ _ _.sro- ,,.- -- _rn C� -Th7\4I'N\N 0 REMOVE EXISTING CONCRETE CURB & GUTTER TO PROVIDE FOR NEW CONSTRUCTION. ® REMOVE EXISTING CONCRETE WALK TO PROVIDE FOR NEW CONSTRUCTION. 03 CONSTRUCT CONCRETE WALK AND PED RAMPS - SEE DETAILS 0 CONSTRUCT CONCRETE PAVEMENT - SEE DETAILS 05 CONSTRUCT BITUMINOUS PAVEMENT - SEE DETAILS © CONSTRUCT 8612 CONCRETE CURB & GUTTER - SEE DETAILS 2. AU. WATER UNES SHALL. BE DUCTILE IRON, CLASS 52 PATH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" - - FROM SANITARY SEWER & STORM SEWER. INSULATE WATERMAIN IF LESS THAN 7.5' OF COVER. 3. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT. WITH 4 INCHES OF THICKNESS 4. ALL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. DUCTILE IRON PIPE, CLASS 52 SHALL BE USED FOR DEPTHS GREATHER THAN 30 FEET. �''5. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 UNLESS OTHERWISE NOTED)) PATH R -4 GASKETS, OR HOPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HOPE STORM PIPE SHALL MEET REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SONS, FLAGGERS AND UGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR 10 PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA HIGHWAY DEPARTMENT STANDARDS. AERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE NG UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE SOILS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER VATH AN AS -BUILT RECCRD OF AS-BUILT 'SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST- CONSTRUCTION ELEVATIONS IS EXISTING SANITARY SEWER — 4 — WATER HYD. W/VALVE STORM SEWER —<IC— PROPOSED SANITARY SEWER — • -- WATER — I-- HYD. W/VALVE STORM SEWER — 44 — DENOTES AREA OF HEAVY -DUTY PAVEMENT A_ DENOTES APPROXIMATE SOL Y BORING LOCATION - FROM PS REPORT, DATED 3/24/03 SURFACE ANALYSIS IMPERVIOUS 39,824.41 (81%) PERVIOUS 9,639.35 (19%) TOTAL SITE ARE - 49,461.74 1 1 7 Westnwoagram od Ddee Professional Services, Inc. 7599 A Eden Prairie, MN 55344 Phone: 952/937 -5150 Far 952/937 -5822 I Lea, call* MOM= de Ard m. I -/ • d* aaerd ess. AL iIOWR de a "M Neu S. dlaer•LL Dardel AL Parka, PS Dabs 4/14/03 (lofts N.. 18919 Prepared for: Discount Tire Company, Inc. 20225 AL Scottsdale Road Scottsdale, Arizona 85255 Discount Tire Lino Lakes, Minnesota A -9 20031026.00SPP.DWG Deco 4/14/03 shed: C3 OF C5 Drainage, Site, As Utility Plan 02003 Westwood Professional Services, Inc. P�PA�T��IN. U�O� CONTRA ON JOINT IL • EXTRA STRENGTH FILTER FABRIC TYPE M - ADO WIRE MESH BACKING TYPE ■ - ADD WIRE MESH AND HAY BALES STEE1. OR WOOD POST HEAVY DUTY DETAIL STEEL OR 36• HIGH MAX W000 POST PONDING HEIGHT FLIER FABRIC. ATTACH SECURELY TO UPSTREAM SIDE OF POST. —a^ 10.-0' MAX SPACING MATH MARE SUPPORT FENCE 6'-0' MAX. SPACING WITHOUT ME SUPPORT FENCE RUNOFF 9' MAX. RECOMMENDED STORAGE HEIGHT RUNOFF 12' WI.�.�,I 4xe• TRENCH 1111111 COMPACTED BACKFlLL STANDARD DETAIL TRENCH WITH NATIVE BACKPLL NOTE 12' MIN. e• GRAVEL ALTERNATE DETAIL TRENCH WITH GRAVEL INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE Sm94ENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED 10 AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABIJZED. SILT FENCE SHALL BE PLACED ON SLOPE PE CONTOURS TO MAXIMIZE PONDNG EFFICIENCY SILT FENCE 4 CONCRETE WALK - MnDOT SPEC 2521 4' SELECT GRANULAR BORROW-MnDOT SPEC 3149.28 COMPACTED 10 100X OF STANDARD PROCTOR DENSITY PLACE ON PREPARED SUBGRADE -MnDOT SPEC 2112 CONCRETE WALXWA SECTION 4' MINIMUM • -0000 OR METAL STAID: -FILTER FABRIC NOTE BOTTOM OF FABRIC IS BURIED W TRENCH AS IT IS WFEN INSTALLED AS SILT FENCE. MNNUM DISTANCE BETWEEN POSTS IS 4'. AN ADDITIONAL POST MAY BE ADDED 10 EACH SIDE. ALL STORM SEWER INLETS SHALL HAVE 111E INLET SEDIMENT FILTER INSTALLED WIEOIA1ELY AFTER STRUCTURE INSTALLATION. INLET SEDIMENT FILTER 6• CONCRETE PAVEMENT, MnDOT SPEC.2301 4' CL. 6 AGGREGATE BASE. MnDOT SPEC 2211 ON PREPARED SIBGRADE. MnDOT SPEC. 2112 CONCRETE PAVEMENT PONDING HEIGHT PLAN WW CURB INLET 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS. WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS. OF EITHER BURLAP OR WOVEN 6'EO1EXI1LE FABRIC. ARE FILLED 1MTH GRAVEL LAYERED AND PACKED TIGHTLY. 3. LEAVE ONE SANDBAG GAP 94 THE TOP ROW 10 PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE /RAVELED WAY IMMEDIATELY. CURB INLET SEDIMENT BARRER d. CONCRETE.ei SILICONE JOINT SEALER -1/4" 11IXC CCx1R8. BUILDING. G&. R ORCX6.EECTERi PREFORMED JOINT PP 37�02OT E1- EXPANSION JOINT EXPANSION JOINT Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 851- 454 -0002 Mn. Toll Free 1- 800 -252 -1166 v West7599 wood Drive Professional Services, Inc Anagram Eden Prairie, MIN 55344 Phone: 952/937 -5150 Fax: 9571937 -5822 1 1 bat*, wetly 01• pia as mood by r eda q Abed a4a.w.. W 9d 1.a • duly a.aaa eaorsamd.L MGM= sada m m...1 the ew.11 Mares Wail 3L Parke, J'JZ Oda 4/14/03 Lime NNo 18919 » C.am& DAME I...d D..,01. h /dO . Prepared for Discount Tire Company, Inc. 20225 NL Scottsdale Road Scottsdale, Arizona 85255 Discount Tire Lino Lakes, Minnesota A -9 20031026.0007901.DV/0 WO 4/14/03 SLR C4 op C5 Details Sheet ojects R2\ borders \dwg \ENG\22X34gdDTLS.dwg 02/15/2002 0t2326 PM CST 02003 Westwood Professional Services, Inc. GATE VALVE INSTALLATION STANDARD DRAWING NO. 203 NOTE: EXPANSION JOINT SPACING IS 100' MILS CL 5 UNDER CAC. • DIRECTION OF SLOPE SHALL MATCH THAT OF ABUTTING PAVEMENT. GRANULAR MATERIAL BEDDING FOR PVC AND HDPE PIPE COMPACTED J/aM I,/o a . I EARTH FOUNDATION FOR RCP AND DIP PIPE PIPE FOUNDATION DETAILS STANDARD DRAWER ND 101 '1FI- SHIELD' OR EQUAL. GA 12.40 (IM TIM DOYFE. DO CURB RINGS (2 M1.. 0.0. Mkt OP RUMS III' 0WMAR ON BETWEEN RINGSD4CASTING R 114101011. FINISH SMOOTH ON WSIDE. NO MORTAR ON INSIDE r PRECAST CONC. BASE MO MOO IMO KINM ION A3MRI1 UMW =IMO MM0440164 0130 Pa 01101 YIN WANG It COMO 01IWf RMM K MAIN 3-0Wµ K MMMO00 KOIL MOW 0a00QD COMM.. PIP 01010 • 110130 MSS PLO Arm CM. IsA GISMO UMW PR OW MOWN& WL IOM MTlM 1//M MOO JMIAM SOMA IL MOM* OMOOTM CATCH BASIN, TYPE 402 OS/10/00 STANDARD DRAWN Mk 402 AAK P0M 1 /MORTAR ON OUTSIDE. KVITEN 1N00 CASTING RREMOVE CUM CATCH RABIN. FINISH NW (I WM. I.N SMOOTH ON BOY ROL MAX. W RINGS 0 NO MORTAR ON IN MORTAR). 30307- SHIELD' SEA1. OR EQUAL. PRECAST COVER SLAB 3E201, B8Jd� VARIABLE CEMENT NORMA raar iliMr • f:11h1Mtls� MOOf00SOAM K al= JIM AN11I 1431/0 WNW MOMS MKT.. WIT IRON MI 01AlOIM MOILS K KM43 0-A ma R0ONE STOPS Mg K aft WOK AAIMIN OR WAS MMMPMY PLASM MI AI01 N1. AMMO MY& M II 0„IM RI 1fR MMNI1d710 IKOYT K00NIDIf COMM RIM SLY • OMR SLY NO ARM/ l"M4 MOST ISMOROM COMM, MWKM 0(07130 III ARM 0M4 K r MOWN= MRWME MOCK I1 M/r 403•4043 127=011. /000WN MOW? 0040/00 AMMO RCMP NW 0-4010 WWI• 43NRAO? 10043 30x1000 EI&CVa4 NIL MAW SAWN Mr AK 043/400 Ws MN 100? NOMIR MO= MOM JAL D IIMMRM MOM CATCH BASIN /MANHOLE, TYPE 406 03/l0/00 STANDARD DRAWER rO 406 MN LMJ WA t IIII/ 1 1/2' MNDOT 2331 TYPE MV3 PLANT MIXED BITUMINOUS NEARING COURSE TACK COAT, MnDOT 2357 1 1/2' MNDOT 2331 TYPE LV3 PLANT MIXED BITUMINOUS BASE COURSE 8" AGGREGATE BASE CLASS 5 -MnDOT SPEC. 2211) (100% CRUSHED) PLACE ON PREPARED SUBGRADE- MnDOT SPEC. 2112 UGHT —DUTY PANT SECTION Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 851 - 454 -0002 Mn. ToH Free 1- 800 -252 -1188 Adillik I/// ///// 1 1/2' MNDOT 2331 TYPE MV3 PLANT MIXED BITUMINOUS WEARING COURSE TACK COAT, MnDOT 2357 2 1/2' MNDOT 2331 TYPE LV3 PLANT MIXED BITUMINOUS BASE COURSE 8' AGGREGATE BASE CLASS 5 -MnDOT SPEC. 2211) 000% CRUSHED) PLACE ON PREPARED SUBGRADE- MnDOT SPEC. 2112 HEAVY—OUTY PAVEMENT SECTION III y Westwood 9 Anagram Drive Professional Services, Inc 759 Eden Prairie, MN 55344 Phone: 9521937 -5150 Fax: 9521937 -5822 lb** any det 00. POW we .q...d by rer Wet my did **Mr WA Od 1 a f defy &ea* PEOONMIOLIAL MGM& wader RM r.• M mM.I. 00 Mame* Daniel M Puts, PH Dys 4/14/03 tA(MW ato. Iti919 Prepared for Discount Tire Company, Inc. 20225 N. Scottsdale Road Seottedale, Arizona 85255 Discount Tire Lino Lakes, Minnesota A -9 20031026.0007902.0 Deis 4/14/03 Sheet: C5 OF C5 Details Sheet 1 u x Os R2 \borders\ (hog \PLN \22x34plandwg 02003 Westwood Professional Service.. Ina. LAKE DRIVE (C. S A.H. NO. 23) ONE WAY REST. 4,950 SQ. FT. san �\�� ���.�___ SOD e`�� ���►_��_____ _ _>• ____�►��__ %_�- �0 :1►\ NvAi egos �1 4 —SW❑ NOTE: ALL TURF AND PLANTING BEDS TO BE IRRIGATED. 8 —AH ,1101. 27 —DEC 2 —SKH 611 '1 J T� N;..wo- coo- ovrYoa —o—o nero0000cro:41YORIK7rYtOI 8 -SCJ - ° ® = = °` 41„ oo,�� lin101,0 qk 00" /A* -4i 1I1* NI Atik pol sI r- -'nr[/ Evergreen Detail 4 —AM 15 —MJJ 9 —NFS 7 —MEJ 3 —NFS 0 I�I I LOT 1 IPIi DO ICI l[i or-,,,, Iie,,, 1 IUi� m•c•A .0.0.0.0.0 :0 :OOo vvv: : 28 —GFP 1 —SKH 13 —T_: 2 —SKH 9 —AH 24 —SCJ 1 —SKH Tree Detail hue out aadY.e00d banel.a Lwow raw Keel Ta"q ai.It o 3So.. ,.4 (nn) M r e.k rasa. 100000.001*. 241. eOn >raiW r take ...a w otYr4 roar 3 omen manchnl 00.4 mil whir. non Ii0. MNwllr. 40 ..01.1 (//t Mom M Mom mapping r *M04 ter. wrap Ma yeoman triad b awl Yrande. P ima a' apw at .p.da.d .hold aw Nat NN — M M pin wing Yard. Scanty aka end bottom of MN Pot root Me auWMM4 outman an ampactot natural groom** au As wad. Fano 3 dap ••loN9 M.Y. B aia Nat pd WM op.dhd M.Ue .N 8 —MEJ T C Shrub Detail edge al plao.d111.1=arLopoollini NI pQMMg Y.a d.N made Cal 130.411311 33/33 cot ..ad bard., dlbl. i4*' ANN awl betters a her Ramon 4Waber. at .N mar as n a▪ l.rd graham NM Inlayed NM wad. 1.4* .40..p..k000 b»kN .N Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 851- 454 -0002 Mn. Toll Free 1- 500 -252 -1166 Planting Schedule OTY. KEY COMMON/BOTANICAL NAME OVERSTCRY DECIDUOUS 4 ABM Autumn Blare Maple! Roar x freeman!! 'Jefferere( 8 SKH 4 SRO Swam Mdte Oak //Queraro bicolor mhos oar. Inermle 'Skycda SHRUBS 24 AH Annabelle Hydrangea / Hydrangea orboreecens 'Annabelle' 27 DEC Dwarf European Cranberry Bush / Viburnum opulua 'Nonum 28 CFP Coidfinger Potentlla / Potent8o frultlaosa 'Goldfbger 30 ID Isanti Dogwood / Comas serleea 'Montt 15 NFS Neon Flash Sptea / Spkoea japonica 'Neon Flash' 15 MEJ fedora Junbar / Junlpp.aruus� scopulorum 'fedora' 15 MJJ Mint Julep Juniper / Juniperus chbronsb 'Moalep' 32 Juniper l M� b 1 TOA Teotmyy Globe Arborvitae Th t 'Techny Mahe' Planting Notes SIZE 2.5` 80 2.5"8B Contractor Owner's s accepptance oguarantee there kdtial ppImrBn�gs. Replacement plaguarantee t aterials shall on have date of the a one year guarantee commencing upon planting. All plants to be peekne gradle. Minnesota -groom and /or hardy. Speakman grade shall adhere to but le not Molted bg the fdb standards: Al plants shall be five from diseases pests. wounds. scars. ate AN plants shall be fres from noticeable gaps. holes. or deformnles. Al plants shall be frss from broken or dead AN plants to be spa:knelt grade. MYnsaota -grown and /or hardy Al plants shall have heavy, healthy branching and leafing. Coniferous trees shall have an established hed main leader and a height to width ratio of no less than 8:3. Plante to meet American Standard for Nursery Stock by AAN far type and eke specified. Use minimum 12' loam planting loll an trees and 8' on shrubs (skies and bottom of hole). (sides and bottom of hole). Contractor shag verify locations with all utilities prior to Installation of plants. Staking of tree aptionah reposition if not plumb after one yea. %tap dl smooth -barked trees - fasten top and bottom Remove by Apra 1. Open rt d brook apart pool pots materials; remove pot on potted plants spilt and break apart peat pots. split Prune plants as mammary - per standard nursery practice and to correct poor branahbg. Contractor shag provide necessary wotatng of plant material until the plant Is fully established. Owner win not provide water for Contractor. Plante shdl be immediately planted upon - arrival at site. Properly heel In materials N nes:mews temporary only. MI disturbed areas to be sodded unless otherwlae noted. Al shrub planting beds (within sodded area.) doll have weed barter fabric. 4" shredded hardwood bark mulch (erupt as noted) and Volley -View Block Diamond (or equd) poly edging. The edging shag be at kart four feet from the center of ewrgrerk trees. Four Intros of shredded hardwood bark mulch dial, be used around 08 trees. Two Indies shredded bark mulch shag be used In ail perennial and ornamental gross beds. RAeecttupuaal�l location of plant material is subJect to field and lib eandition& rlace, or provide the sae aeturbed /rW�ringoncaasWMtlo. any roadway boulevard seas Provide kkr�ggatlan to all planted areas on site. Irrigation win be deelan/build by Landscape Contractor. All bfronwfbn about installation and scheduling can be obtained torn General Contractor. No plant material substitutions will be accepted unless approval is requested of the Landscape Architect by the Landscape Contractor prior to the submission of the bid and /or quotation. NOT FOR CONSTRUCTION ��.Wes AnagrtwooDrd ive Professional Services, Inc. 7599 am Eden Prairie. MN 55344 Phone: 957/937 -5150 Far 952/937 -5822 r3_ aerie, Oa a1n plot was ream* 1t sea at vainq 4Yad .,hallo e4 eat 1 are. Poly lama YAM= ed e ke ran. el W SPY N pgn.ah.. 8d 1. Hawk pro 04/14/03 Mew tin, 16454 .abide 9"4""t p Ann. paced onwle bddMe QA QA Prepared for: Discount Tire Company, Inc. 20225 1w Scottsdale Road Scottsdale, Arizona 85255 Discount Tire Liao Lakes, Minnesota 20' 40' A -9 20031020PtP01.DWG meal 04/14/03 Shoat LI OP LI Landscape Plan '� x� : {- u,�.- .�lC.�='_ rrrrr�rrrrrrr`Yrrr-rrnrr+ Lr irrrwrrrr+r rr 111211�y1rrr� iAr01rI ll iii MOM 20.1111=1” MIMI MON EI.F.S. SYSTEM (IYP.) C.M.U. ACCENT COURSE METAL ARC PLATE (TYP.) SEE 17/A6.1 ACCENT UGHTING BRICK VENEER (RUNNING BOND) ALUM. STOREFRONT W/ INSULATED GLAZING C.M.U. BASE NW= M.MMI■MAMMIE■2111.11111 EI.F.S. SYSTEM (TYP.) C.M.U. ACCENT COURSE METAL ARC PLATE (TYP.) SEE 17/A6.1 ACCENT LIGHTING BRICK VENEER (RUNNING BOND) ALUM. STOREFRONT W/ INSULATED GLAZING C.M.U. BASE rrr1� r� ���wrr�r_ rrwrrrw�rr�rrrr�rnrrr _�r�rr.:�,�. Lae-, ae -a040k Ob--a1 «ba.< Ala! WA ra..+d7na.A AlaR7[Cf mats Or Lr. of h 3d..1 !2223. David C. ark1 Di4 4/14/03 Lama. Na 42456 P.r..a, 4- Chedth 4- pwax a4 ��am. s�>� Prepared for Discount Tire Company, Inc. 20225 It Scottsdale Road Scottsdale, Arizona 85255 NOVO EXTERIOR IRMA .3 SUBJECT 10 FINAL REMIT AND APPROVAL. 32.8077088 1O MITCH CITE OP LINO LAWS ORDINANCE N0 IRO!. SWAM A. 38C170N R RESEW! CUIDELINE2 NO. A. MA7E8IAL3 LOT. Discount Tire PRELIMINARY BUILDING ELEVATION Liao Lakes, Minnesota 101' -4" 21•-5" 124' -8" 15 -4• 10" -0" /-4", 7.?-0" 22' -0. iS -4. 146•-5" 11 6 I 22' -O" .1-4" b '1 10. -O" 22' —O" 12' -O" PRELIMINARY FLOOR PLAN SCALE 1/8" a T-0" 15•-4" w 2,-0" b b 1 bail codify dot ear Oa war prepare! by r or raw ay etas •speaviske ead APACCIIMT mar lb. Um tl r f. �.1 David C Parka Der 4/14/08 u.... Nar 42456 Prepared for. Discount Tire Company, Inc. Pandoc 20225 N. Scottsdale Road Scottsdale, Arizona 85255 Discount Tire Lino takes. Minnesota • A -9 20031028.00FLROI.DWG Date 4/14/03 Sheet A2 OF A2 PRELIMINARY FLOOR PLAN • ANOKA COUNTY HIGHWAY RIGHT -OF -WAY PLAT NO LAKE ..DRIVE • '(C. S. A. H. NO. • 23) ONE WAY ' 0 • 0.2.-__0.7___26.7 0.4 - .: -- 61---12. -- 0.2.0.1 .0 1.8 1.8 2.1 3.6 2.0 2.2 2.3 1.6 22 4.6 z.6 2.6 24 13 3.8 .4 2.7 3.1 3.7 3.0 1.7 1. 1.1 12 .6 1.9 1.6 ZEST. 4,950 .Q. FT. ■M■ DISCOUNT TIRE 8,480 S.F. r O y OT C 0.1 • 0.0 ti LUMINAIRE LOCATIONS Location Land Q No LAWN X Y WWI. 1 D 1014 658 16.0 2 0 90.3 OA 16.0 3 D 79.3 42.0 16.0 4 D OR 241 16.0 6 0 102.0 1221 12.0 8 L418 7.9 132.1 27.0 7 L418 47.1 194 27.0 6 L 40.1 -454 27.0 9 L 1360 391 27.0 0 79 11.0 11.4 9 5.7 8.7 • 1 3 . • 3.£ . 3.D: LUMINAIRE SCHEDULE 8ynOd Land Q CaMkp Nuhaar D4wp16n Lapp Limns Was 1916 0 3 P08417514m3 ARCHTECTORAL- PEReASHIELD 6 O M94 W98.050 176 WATT. 0017. CLEAR. meow. HAUDE. MEWED HORIZONTAL 12600 210 ❑ • 1 2 RC8MM• 00 0unx mAnI UFORn81119 RC8 SERIES RER: BRIGHT WA ALWwlUM ENCI: CLEAR. FLAT MAW 400W HAUDE 32400 400 L hre 2 RC8.040011.106- 116 MAONUFO:OA 9 REFLECTON 8PECIRAR ALUMINUM ENCLOSURE CLEAR. FLAT MAN 400W HALIDE 32000 460 NOTE: L -HS I5 AN L 7YPE FIXTURE MTH A HOUSE SKEW. Dimensions A I-- c PGS-A Series A 14 112" 388 mm B C 14" 356 mm 7178" 181 mm_ D 8112" 140 mm B rc A PVL - PT A 2 7116" 62 mm B i C 0 21/2 "' 19 314' 13 114" 5' 64 mm 94g mm 987 mm 127 mm Dimensions Speclflcations Applications Ideally wiled for county lighting applications as well as acam9reisl and architectural exterioraall and area lighting iorpark ng lets, Mae bIi45n& sores. shopping centers, fast food restsuran s, banks.warahousee, and puking garagaa Typical mounting hated is 12-16' (3.4 meets). Cutoff Luminaire klsal forwdador Wei and wee It lit application where sheep cutoff is required. This vermeils fbdure features field r ausleble cutoff angle to reduce light trespass end high angle plea Rear Housing Once -phis. heath duty. due oast aluminum for buts lie and molar apaetbn. Bronze teldmoote®Wdah la standard.Maurb over SW and 4' recessed junction ban 1Lo 15" side entries forswlface conduit gowning. Malodor Preclabn fomred hamnuad aluminum for optimum pedomono). Front Access Lanai)oorAssembly Full front across la aveiable by hinging front door. Two Hubbell Garde hox head Seamen prostda tight Beal to daugmkaL Ole oast aluminum doorframe with protective Leldmcot.S Ugh securely holds a 1: thick Wear bow l6cate glass lea. Glans la thamwl shock end t peat resisted. Designed to provide s radanguier cutoff dh6bution Ballast Class H Insulated. •40'F slating (-20'F for FAH). B01-1z HPF. Addhlonal Features Bronze Laktmmia®f sick new aide phntomntnol hub (ordwfeld Installed PBT fdniee): accessory mowing bracket for angle and drunk pale mounted Perknatllel®lumkwkse (P'L -PT); medium bas socket (tamp Includedk through branch rated whinge front dace and gadat design Is capable of withstanding UL595 marine hose down. NRTUC Specifications • .6- . 0.0 . 0.i. . o_t 0.9 •1.1 0.8 NOTE: ALT. FIXTURES SHALL BE TURNED OFF BY 1 HOUR AFTER CLOSING, EXCEPT FOR SEClaOTF LIGHTING. @o1 SITE PHOTOMETRIC PLAN 1 1 LARSON BINKLEY, INC. 2 8420 *osh nyton Place NE. Suite A L Albuquerque. Nee Mexico 87113 40011 Phonic (505) 822 -3700 Fox: (505) 822 -5184 .broanbiMJ67.com STATISTICS OMUpmon Avg Use Min 4 660 AvpeM Property Ace 1916 11.710 0.066 NIA NIA Parking a Peda1Mrh 3916 108le 0.410 27.e1 144 • NRTUC Housing Llghbvelght, Hugged, one pions formed and wattled abrainlmT for smooth construction end wealh6gxo09eg. Pre drilled for mounting. Ballast Fantasy mounted to a galvanized steel and support which anchors to Use arm for rigidity. 180•C Insulation, -20"F starling (-40'F HPS). 80 Hz, I-PF ballast. 50 Hz available - consult factory. Lena Door Frame Extruded frame with lbid corner bracing and due cast zinc latches for tool -keg entry. Quaky gaskeing mahout insects. silo, and moisture. Decorative s8. screening conceals electrical compartment. Lin Flat, tempered and Impact resistant glass Lektrocotee Finish Electrostatically applied powdercoaung, high temperature banded to surface for maximum adherence and dish hardness. LlsUngs Gaskoted for all weather protection. CSA-NRTUC unfilled for outdoor use. Socket Heavy duty mogul ease porcelain with sprang loaded center contact for positive Op and vibration resistance. 46* des den Prepand fon Discount Tire Company, Inc. 20225 N. Scottsdale Road Scottsdale, Arizona 85255 Discount Tire Lino lakes, Mfaneeota • Dabs 4/14/03 Bhed: El 00. 1 PRELIMINARY SITE LIGHTING PHOTOMETRICS Agenda Item 5B Environmental Board Meeting Date: April 30, 2003 Topic: Ravens Hollow Background: Ravens Hollow was reviewed at the March 28 Environmental Board meeting. The following recommendations from this meeting were forwarded on to the Planing and Zoning Board: The following comment and recommendations were made at the March 28, 2003 Environmental Board Meeting: Environmental Board Comment: The Environmental Board endorses this project because the developer is willing to preserve open space, even though it falls short of•the Environmental Board goals of conservation development. The Enviro nmental Board endorses this development because of'the developers willingness and commitment to preserve as much open space as possible without the high density normally required for these projects in this zoning district Environmental Board'i Recommendations: An attempt should be made to round -off or soften the edges of preservation areas, in order to make them appear more natural. Preserve as many significant trees as possible. Developer should work with the City Forester to accomplish this. There should be restrictions in Homeowner Association By -laws restricting the removal of vegetation in preservation areas. Ravens Hollow should be spelled Ravens' or Raven's Hollow. Staff Recommendations should be followed. Staff Recommendations: Care should be taken to allow normal surface: -water flow to the flood plain area, South and East of the development. Engineers should confirm there is adequate separation between the bottom of ponds infiltration areas, and post - development seasonally high ground water tables. Maintenance access should be provided to all preservation and infiltration areas proposed. Developer will be responsible for the control of all tree diseases in this development This area was controlled for oak wilt in the fall of 2002. No soil disturbance shall occur in this development until a tree preservation plan has been developed, approved by the City, and implemented by the developer. All surface -water treatment areas should be protected from compaction by fencing after initial shaping. The Cities native mix should be used in all infiltration and surface -water treatment areas. This seed mix can be applied immediately with traditional quick -start soil - stabilization seed mix. No soils should be exported or imported on this project with out approvals from the City. 9. The developer would provide escrow dollars for one 2 to 2.5 inch boulevard tree per lot frontage. Motion by O'Dea, second by Haien to recommend approval of Ravens Hollow with above recommendations of Staff and Environmental Board. All were in favor. Motion passed. The Developer has submitted a new plan (attachment 1) for your review and comments. Mr. Rockey Goertz will be at the meeting to discuss his proposed changes. Analysis: The proposed Ravens Hollow is changed to include lots with zero lot lines. Analysis issues are the same as the previous proposal. Options: 1. Approve with conditions previously stated and any new conditions of the Environmental Board. 2. Deny Recommendation: Recommendation will be made at the Environmental Board Meeting Environmental Board Comments: Attachments: 1. Proposed new Ravens Hollow April 19, 2003 Dear Exhibitor: On behalf of Wargo Nature Center and the Quad Cities Earth Day Committee, I sincerely thank you for your generous donation of time and service. The Earth Day celebration is one of Wargo's most popular events and attracts hundreds of families from the cities of Lexington, Circle Pines, Centerville, and Lino Lakes. Your contribution was a priceless addition that enhanced and made more memorable a valuable community event. In other words, we couldn't have done it without you. Thank you again for your generosity. Wargo invites you to visit the Nature Center at any time to enjoy its beautiful surroundings. Amy Donlin, Naturalist Earth Day Committee Wargo Nature Center