Laserfiche WebLink
C \Lund Projects R2 \borders \dwg \ENG \22x34engdwg 02/15/2002 163635 AM CST <br />02003 Westwood Professional Services, Inc. <br />—SIN -- -SLY -- <br />• <br />A A I /14! A. <br />in Vur v-f <br />/•nJ CANT / riff. f1A /A \/ 'IAV `, n 4 - <br />.rvv'rV fR7I1 vvtT rri-11 / <br />LAKE` DRIVE (C: S.; . H. NO. 23;! _- <br />ONE WAY <br />91 <br />we. we . <br />wr wni x:r <br />SILT FENCE. -SEE DETAIL <br />.6.4.726-75 p =t °40'06" <br />tot <br />0 <br />a. !. n xa Mt <br />wr sat - wr= <br />sots <br />far <br />\ <br />.A <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />CAUSE <br />OT C <br />LOT 1 <br />DISCOUNT 11RE <br />8,480 S.F. <br />F.F.E. = 913.70 <br />DRAr1ACE AND <br />TO' <br />--- axr ---- _xa` <br />- err —�-- <br />�__„r__.�- <br />— <br />\�ir�� fix.• -'.' <br />DENOTES SOL BORING <br />DENOTES SILT FENCE <br />DENOTES HEAVY DUTY SILT FENCE <br />DENOTES EXISTING CONTOURS <br />DENOTES PROPOSED CONTOURS <br />DENOTES EXISTING STORM SEWER <br />DENOTES PROPOSED STORM SEWER <br />441 <br />Call 48 Hours before digging <br />GOPHER STATE ONE CALL <br />Twin City Area 651- 454 -0002 <br />Mn. Toll Free 1 -800- 252 -1168 <br />SITE GRADING NOTES: <br />A. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF <br />VESTIBULE, SLOPED PAVING, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, <br />EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. <br />B. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD. THESE <br />AREAS MALL BE WATERED UNTIL A HEALTHY STAND OF GRASS 15 OBTAINED. <br />C. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO <br />ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL <br />BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES 10 THE ADJACENT PROPERTIES OCCURRING DURING <br />THE CONSTRUCTION PHASES OF THIS PROJECT. <br />D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL <br />DEVICES SUCH AS BARRICADES, WARNING SIGNS. DIRECTIONAL SIGNS, FLAGMEN AND UGHTS TO <br />CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE <br />APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALT. CONFORM TO <br />APPROPRIATE MINNESOTA HIGHWAY DEPARTMENT STANDARDS. <br />E. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION <br />PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON <br />THE JOB SITE, INCLUDING SAFETY OF AU. PERSONS AND PROPERTY DURING PERFORMANCE OF THE <br />WORK, THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING <br />HOURS. <br />THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE <br />CONTRACTO'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE <br />CONSTRUCTION SITE <br />F. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE DEVELOPER'S STANDARD SITE <br />WORK SPECIFICATIONS. <br />G. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING IN ACCORDANCE WITH THE REQUIREMENTS <br />OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS <br />ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS <br />AND INSPECTIONS WITH THE SOILS ENGINEER. THE COSTS OF RETESTING ON CASE OF TESTS NOT <br />MEETING STANDARDS) SHALL BE BORN BY THE CONTRACTOR. <br />H. ALL THE SLOPES ARE TO BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS <br />SHEET. <br />I. BUILDING GRADING HOLD DOWN IS 1.0 FOOT. SEE DETAIL SHEET FOR PAVING HOLD DOWNS. <br />J. CONTRACTOR SHALL PLACE MIRAFI FILTER FABRIC AND GRAVEL OVER ALL CATCH BASIN GRATE <br />INLETS, AFFECTED BY THIS CONSTRUCTION AND AS SHOWN ON THESE PLANS, UNTIL. ALL PARKING <br />SURFACE IS PAVED. <br />K. SILTATION AND EROSION CONTROL: <br />THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBIUTY FOR CONTROWNO ALL SILTATION AND <br />EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO <br />CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO STAKED STRAW BALES AND /OR <br />SILTATION FABRIC FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT <br />THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY <br />INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE <br />OWNER MAY, AT HIS OPTION, DIRECT THE CONTRACTOR IN HIS METHODS AS DEEMED F1T TO PROTECT <br />PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR <br />IN EXISTING STORM SEWERS OR WALES SHALL BE REMOVED AFTER EACH RAIN AND EFFECTED AREAS <br />CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR THE SILT <br />FENCES SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. <br />L SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED. <br />M. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE <br />N. SEE DETAIL SHEET FOR TYPICAL STREET AND PARKING AREA CROWNS AND SLOPES. <br />0. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT. A PROOFROLL WILL BE REQUIRED ON THE <br />SUBGRADE. PROOFROLUNG SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES <br />WITH FULLY - LOADED TANDEM -AXEL DUMP TRUCK. OR APPROVED EQUAL. IN EACH OF 2 <br />PERPENDICULAR DIRECTIONS *TILE UNDER SUPERVISIONS AND DIRECTIONS WHALE UNDER OF THE <br />INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOiPACTED AS <br />SPECIFIED HEREIN. <br />P. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS <br />WITHIN UNITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED <br />SURFACE WITHIN SPECIFIED TOLERANCES, KITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS, WHERE <br />ELEVATIONS ARE SHOWN, 011 BETWEEN SUCH POINTS, AND EXISTING GRADES. AREAS THAT HAVE BEEN <br />FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS. <br />THE SITE GRADING IS COMPLETED, IF EXCESS SOT. MATERIAL EXISTS, THE CONTRACTOR <br />AU. DISPOSE OE ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE MINER AND THE <br />LATING AGENCIES INVOLVED. <br />DENOTES EXISTING TREE UNE <br />DENOTES APPROXIMATE TREE <br />REMOVAL LIMITS <br />DENOTES EXISTING SPOT ELEVATION <br />DENOTES PROPOSED SPOT ELEVATION <br />DENOTES EMERGENCY OVERFLOW <br />ELEVATION <br />20' <br />40' <br />60' <br />LANDSCAPE PLAN FOR PLANTINGS to TURF ESTABLISHMENT. <br />S. AFTER CONSTRUCTION OF PONDS, ADDITIONAL EROSION CONTROL FENCES MAY BE REQUIRED BY THE <br />CITY OR ENGINEER AT TOP OF SLOPES OR HIGHWATER LEVEL. <br />��`. W7599 Anagrestwood Dri Professional Services, Inc <br />am ve <br />Eden Prairie. MN 55344 <br />Phone: 952/937 -5150 Fax: 952/937 -5822 <br />1 Malty wWr, gut d. 2L. .., I .. . v. ay ..m.. <br />m+a .neablea awl r lase . 4. awn! eamseaOrrAL <br />. CINNIA rd M <br />e m. .. 5r SW at Mama& <br />Daniel M. Par, PS <br />Dos 4/14/03 Lo... NJ. 18919 <br />peas Oro <br />Prepared for <br />Discount Tire Company, Inc. <br />28225 N. Scottsdale Road <br />Scottsdale, Arizona 85255 <br />Discount Tire <br />Lino Lakes, Minnesota <br />A -9 20031026.00PVPAWG <br />bate 4/14/03 Sheen C2 OF C5 <br />Paving, Grading & <br />Erosion Control Plan <br />