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<br />RECEIVED
<br />JUN 1 3 2003
<br />CITY OF LINO LAKES
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<br />• DENOTES SOIL BORING
<br />:»atncm DENOTES SILT FENCE
<br />Ra DENOTES HEAVY DUTY SILT FENCE
<br />?:it) •- DENOTES EXISTING CONTOURS
<br />DENOTES PROPOSED CONTOURS
<br />DENOTES EXISTING STORM SEWER
<br />U—»- 1111 DENOTES PROPOSED STORM SEWER
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<br />DENOTES EXISTING TREE LINE
<br />DENOTES APPROXIMATE TREE
<br />REMOVAL UMITS
<br />DENOTES EXISTING SPOT ELEVATION
<br />DENOTES PROPOSED SPOT ELEVATION
<br />DENOTES EMERGENCY OVERFLOW
<br />ELEVATION
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<br />DENOTES AREA OF
<br />HEAVY -DUTY PAVEMENT
<br />0'
<br />20'
<br />60'
<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 -1166
<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 SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS 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 TO 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 SHALL CONFORM TO
<br />APPROPRIATE MINNESOTA HIGHWAY DEPARTMENT STANDARDS.
<br />E. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
<br />PRACTICES, THE CONTRACTOR VILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON
<br />THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE
<br />WORK, THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING
<br />HOURS.
<br />THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE
<br />CONTRACTO'S PERFORMANCE I5 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 (IN 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 CONTROLLING 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 UNITED 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 RESPONSIBIUTY
<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 FIT TO PROTECT
<br />PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR
<br />IN EXISTING STORM SEWERS OR SWALES 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 ESTABUSHED.
<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 ACCOMPUSHED 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 WHILE UNDER SUPERVISIONS AND DIRECTIONS WHILE UNDER OF THE
<br />INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS
<br />SPECIFIED HEREIN.
<br />P. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS
<br />WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED
<br />SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS, WHERE
<br />ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS, AND EXISTING GRADES. AREAS THAT HAVE BEEN
<br />FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS.
<br />Q. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS SOIL MATERIAL EXISTS, THE CONTRACTOR
<br />SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE
<br />REGULATING AGENCIES INVOLVED.
<br />R. SEE LANDSCAPE PLAN FOR PLANTINGS & TURF ESTABUSHMENT.
<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 />1
<br />ly Westwood Professional Services, Inc.
<br />7599 Anagram Drive
<br />Eden Prairie, MN 55344
<br />Phone: 952/937.5150 Fax: 952/937 -5822
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<br />Daniel SL Parks, PR
<br />o.e. 06/06/03 [3x.r x. 18919
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<br />Discount Tire Company, Inc.
<br />Dorm DYP
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<br />20225 N Scottsdale Road
<br />Scottsdale, Arizona 85255
<br />Discount Tire
<br />Lino Lakes, Minnesota
<br />Ewe 6/7/03
<br />A -9 20031026.O0PVP.DWO !I
<br />Sheet Q oP C.5
<br />Paving, Grading &
<br />Erosion Control Plan
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