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<br />MAIN STREET
<br />LEGEND
<br />PROPOSED EXISTING
<br />PROPERTY LIMIT
<br />CURB & GUTTER
<br />STORM SEWER
<br />DR4161110
<br />BUILDING
<br />RETAINING WALL
<br />WETLAND LIMITS
<br />TREEUNE
<br />SPOT ELEVATION
<br />CONTOUR
<br />RIP RAP
<br />OVERFLOW ELEV.
<br />SOIL BORINGS
<br />�- ►► _I 4!~ DD xx-
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<br />SCALE IN FEET
<br />GRADING NOTES
<br />A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG
<br />PROPOSED CURB DENOTE GUTTER GRADE.
<br />WATER
<br />CONTRACTOR SHALL REVIEW CAVEMEN GRADIENT AND
<br />SHALL CONSTRUCT CONSTRUCTED T UTTER AS "GUTTER
<br />WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED A$'GIITTER
<br />`I IN' CURB.
<br />C ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM
<br />LONGITUDINAL SLOPE OF 5 %(020), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS
<br />SLOPE OF 2.08 6(1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL
<br />OR ACCESS AISLE SHALL BE IN 2.086 (1:481. THE CONTRACTOR SHALL - REVIEW AND VERIFY THE
<br />GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR
<br />BITUMINOUS. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER IMMEDIATELY IF THERE IS A P.-TOLERANCES
<br />DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT.
<br />0. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE
<br />AREAS WITHIN UNITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A
<br />SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR
<br />SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND
<br />EXISTING GRADES. AREAS THAT HAVE BEEN MIMED GRADED SHALL BE PROTECTED FROM
<br />SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT
<br />HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE
<br />CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SMALL BE
<br />RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF
<br />THE NEW WORK.
<br />0. THE CONTRACTOR I5 CAUTIONED THAT THE SUBSURFACE UTILITY INFORMATION SHOWN ON
<br />THESE PLANS A UOLDY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
<br />ACCORDING TO THE GUIDEUNES OF CI /ASCE 36-02101100 STANDARD 001091INES FOR THE
<br />COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA'. THE CONTRACTOR
<br />ANTI/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
<br />UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER
<br />(GOPHER STATE ONE FOR MINNESOTA AT 1- 80/252. 11661. THE CONTRACTOR AND /OR
<br />SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE -FOR ANY AND ALL DAMAGES WHICH
<br />MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
<br />ALL UTILITIES (UNDERGROUND AND OVERHEAD).
<br />1- THE COMMERCIAL BUILDING 5UBGRA0E FINISHED SURFACE ELEVATION SHALL NOT VARY
<br />BY MORE THAN 0.10 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION
<br />AT ANY POINT WHERE MEASUREMENT 15 MADE.
<br />2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT
<br />VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED
<br />ELEVATION OF ANY POINT WHERE MEASUREMENT I5 MADE.
<br />3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE
<br />OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER
<br />4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
<br />R SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES R. AFTER THE SITE GRADING I5 COMPLETED, IFEXCESS OR SHORTAGE OF SOIL MATERIAL DOTS,
<br />�+.. WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE STEW AN AREA
<br />SELECTED BY THE CONTRACTOR, OR IMPORT RATABLE MATERIAL TO THE SITE
<br />E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NE CESSARY TO AVOID PROPERTY DAMAGE
<br />TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE
<br />CONTRACTOR WILL BE HEN SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT
<br />PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
<br />F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WMH GENERALLY ACCEPTED
<br />CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY
<br />RESPONSIBLE FOR CONDITIONS ON THE JOB 5TR, INCLUDING SAFETY OF ALL PERSONS AND
<br />PROPERTY DURING PERFORMANCE OF THE WORK THIS REQUIREMENT WILL APPLY 7. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN ME SITE, HE OR SHE SHALL
<br />CONTINUOUSLY ENGINEER OR DEVELOPER BE TO CONDUCT CT CONS UCTION HVIW.011981ONTRAC NOTIFY THE ENGINEER WITH THE LOCATION, S0E, INVERT AND IF THE TILE LINE IS ACTIVE. NO
<br />PERFORM N THE NOT INTENDED[ON INCLUDE REVIEW NSmUCTF THE ADEQUACY AFY O CONTRACTOR'S ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL
<br />PERFORMANCE
<br />ONT R CT R'S IS NET IMEASU 0S I , ON OR N THE C THE 085TIO CY OF THE FROM THE PROJECT ENGINEER.
<br />CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.
<br />S. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE
<br />REQUIRED TO COMPLETE THE 5T E GRADING CONSTRUCTION AND SHALL INDICATE HAUL
<br />ROADS 061 EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY
<br />WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE
<br />CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH
<br />ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY.
<br />G. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE
<br />WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER ALL SOIL TESTING SHALL BE
<br />COMPLETED BYT)* OWNERS SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER
<br />A GEOTECHNICAL ENGINEERING 501L5 REPORT HAS BEEN COMPLETED BY:
<br />COMPANY: TBD
<br />ADDRESS:
<br />PHONE:
<br />DATED:
<br />THE-CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT.
<br />H. THE CONTRACTOR STALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE
<br />GRADING CONSTRUCTION.
<br />I. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE
<br />_STREET AND PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED
<br />TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT
<br />THE DIRECTION OF THE SOILS ENGINEER AND SHALL. BE COMPLETED IN AREAS AS DIRECTED BY
<br />THE SOILS ENGINEER THESOILS ENGINEER-SHALL DETERMINE WHICH SECTIONS OF THE
<br />STREET -OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE
<br />COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER
<br />J. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME
<br />UNSUITABLE AND WILL NOT PASS ATEST ROLL REMOVE UNSUITABLE SOIL FROM THE SITE
<br />AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER-
<br />K. THE TREE AND OTHER NATURALVEGETAT: ON WITHIN THE PROJECT AND /OR ADJACENT TO
<br />THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'SOPERATIONS_HE WILL BE
<br />905886010 PROTECFTHE TREE WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT LS
<br />\ NOT NEEDLESSLY OPERATED UNDER NEARBY TREE AND SHALL EXERCISE EXTREME CAUTION
<br />• INWORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE
<br />REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE
<br />SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES'PRIOR TITHE
<br />BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE
<br />BREAKING OF ANYYIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CURS
<br />SHALL RE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE NO TREE
<br />SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER COSTS FOR TRIMMING
<br />SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO
<br />SPECIAL PAYMENT WILL BE MADE.
<br />L THE TREE AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND /OR ADJACENT TO
<br />THE PROTECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A
<br />RESTRICTED AREA HE WILL BE REQUIRED TO PROTECT THE TREE WHICH ARE TO BE SAVED TO
<br />8E SURE THAT THE EQUIPMENT 5 NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND
<br />SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION
<br />OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S
<br />EQUIPMENT. HE SHALL OBTAIN THE SERVICE OF A PROFESSIONAL TREE TRIMMING SERVICE
<br />TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S
<br />OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN UMOS SHOULD BE
<br />REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY
<br />LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED W RHOUT AUTHORIZATION BY
<br />THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE
<br />CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE.
<br />RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE
<br />DESIGNATED CONSTRUCTION 20NE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL
<br />REMAIN.
<br />CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTINIDES TO AREAS
<br />DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO
<br />A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER.
<br />ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT
<br />NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY
<br />STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY 'WASHOUT OR OTHER
<br />TOXIC MATERIAL THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPIUNG WILL BE IN AN
<br />AREA DETERMINED 09.51TE BY THE ENGINEER.
<br />ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY
<br />NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME
<br />SHALL THIS FENDING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN R. FINAL
<br />PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK
<br />COMMENCES ON-SITE
<br />N. EXCAVATE TOPSOIL FROM AREAS TO RE FURTHER EXCAVATED OR REGRADED AND STOCKPILE
<br />IN AREAS DESIGNATED ON THE SITE THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL
<br />FOR RESPREADIN6 ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN
<br />EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE
<br />CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF B TO BE ESTABLISHED, TO A DEPTH OF
<br />4 INCHES. R6PREAD TOPSOIL IN AREAS WHERE TURF B TO BE ESTABLISHED TO A MINIMUM
<br />DEPTH OF 41NCHES.
<br />U. INFILTRATION BASIN CONSTRUCTION REQUIREMENTS:
<br />(INCLUDES ALL DEVICES USING FILTRATION THROUGH A SOIL MEDIUM TO CAPTURE STORM
<br />WATER RUNOFF BUT ARE NOT LIMITED TO: INFILTRATION BASINS, INFILTRATION TRENCHES,
<br />BIOFILTRATION BASINS, RAINWATER GARDENS, SAND FILTERS, ORGANIC FILTERS,
<br />BIORETENTION AREAS, ENHANCED SWALES, DRY STORAGE PONDS WITH UNDERDRAIN
<br />DISCHARGE, AND NATURAL DEPRESSIONS (IF USED TO PROVIDE STORMWATER TREATMENT OF
<br />NEW IMPERIOUS SURFACE))
<br />a. THE INFILTRATION BASIN SHALL BE EXCAVATED TO NO LOWER THAN 2.0 FOOT ABOVE
<br />FINISHED GRADE DURING CONSTRUCTION WITH THE EXCEPTION OF INSTALLING THE INLET
<br />FLARED END SECTION (IF APPLICABLE). ONCE STREET AND UTILITY 104451 RUCTION CEASES
<br />AND 'FINAL STABUZATION" 1AS DEFINED ACCORDING TO 1414R1000001 CONSTRUCTION
<br />STORM WATER PERMIT SECTION M.G(OF CONTRIBUTING DRAINAGE AREA HAS BEEN
<br />COMPLETED. AND ONLY AFTER THE OWNER'S ENGINEER AUTHORIZES THE CONTRACTOR TO
<br />PROCEED, INFILTRATION BASIN SHALL BE EXCAVATED TO FINISHED GRADE.
<br />b. HEAVY EQUIPMENT SHALL NOT TRAVEL WITHIN THE INFILTRATION BASIN AREA
<br />DLCAVATION WITHIN THE INFILTRATION BASIN SHALL BE PERFORMED BY-USE OF A 840090E
<br />BUCKET WITH TEETH. THE CONTRACTOR SHALL DISC ORTILL THE SOILS IF REQUIRED BY THE
<br />501E ENGINEER.
<br />c. INFILTRATION BASIN SHALL BE PROTECTED BY SILT FENCE DURING CONSTRUCTION-OF CUTE
<br />GRADING, UTILITIES AND STREETS. ALL DEPOSITED SEDIMENT DURING Lunn RUCTION
<br />ACTIVITY SHALL BE PROPERLY DISPOSED OF DOWNSTREAM OF INFILTRATION BASIN, IF
<br />POSSIBLE.
<br />d. ALL FLARED END SECTION INLETS AND CATCH BASIN MANHOLE INLETS SHALL HAVE INLET
<br />EROSION CONTROL PROTECTION IN PLACE UNTIL FINAL STABIUZATION BASIN HAT
<br />OCCURRED.
<br />e. ABOVE THE INFILTRATION BASIN OUTLET ELEVATION, INCLUDING-THE BERM AND
<br />DISTURBED AREAS, A MINIMUM 01 -4" DEPTH OF TOPSOIL MATERIAL SHALL BE PLACED-TO
<br />THE FINISHED GRADE ELEVATION. TOPSOIL SHALL MEET (MN/DOT) SPECIFICATION. THE
<br />AREA SHALL BE SEEDED WITH (MN /DOT)SEED MIXTURE 260 (COMMERCIAL TURF). APPLIED
<br />AT A RATE OF 103 LBS/ACRE. OR (619 /001) SEED MIXTURE 350 (NATIVE
<br />GENERAL ROADSIDE) APPUED AT A RATE OF 80105 /ACRE. 50D MEETING (MN/DOT)
<br />SPECIFICATION 3878.2 -B CAN BE SUBSTITUTED FOR SEED.
<br />SEED APPLICATION PROCEDURE:
<br />MIXTURE APPUCATION PROCEDURE SHALL FOLLOW (MN /DOT) SPECIFICATION 25753.
<br />SEED SHALL BE SECURED BY USE OF ( MN /DOT) SPECIFICATION 3885 CATEGORY 1 EROSION
<br />BLANKET.
<br />ABSENT A SOIL TEST, FERTIUZER MEETING ANALYSIS 22 -540 (NPK) 80% W.I.N. SHALL BE
<br />APPLIED AT A RATE OF 350 LBS /ACRE FOR SEED MIXTURE 260, OR FERTMZER WITH AN
<br />ANALYSIS OF 18-1 -8 (NPK) (FOR 10AM5, CLAY LOAM SOIL), OR 17 -10-7 (NPK) (FOR SANDS
<br />WITH LESS THAN 30% ORGANIC AND CLAY MATTER) NATURAL BASE SHALL BE APPLIED AT A
<br />RATE OF 150 LBS /ACRE FOR SEED MIXTURE 350.
<br />f. BELOW THE INFILTRATION BASIN OUTLET, INCLUDING BASIN FLOOR, PLACE PLANTING
<br />MEDIUM SOIL BASED ON • 5TTE SOIL CONDITIONS, AND ALSO BASED ON LANDSCAPE
<br />ARCHITECT, WATERSHED, AND /OR CRY RECOMMENDATIONS (SEE DETAIL ON PLAN).
<br />DISTURBED AREAS TO RESEEDED WITH (MN/DOT) SEED MIXTURE 310 NATIVE WET TALL
<br />APPLED AT A RATE OF 80 LB$ /ACRE. 064160LE INSTALLATION (IF REQUIRE0) SHALL BE
<br />INSTALLED CONCURRENTLY WITH FLOOR CONSTRUCTION.
<br />NOTE. INFILTRATION BASIN FLOOR EXCAVATING, PLANTING MEDIUM 501L PLACEMENT,
<br />D091611 E INSTALLATION, ETC. SHALL TAKE PLACE ONLY AFTER THE OWNERS ENGINEER
<br />A111908ZE5 THE CONTRACTOR TO PROCEED AFTER INFILTRATION BASIN 5105510905
<br />(ABOVE OUTLET ELEVATION) HAVE UNDERGONE 'FINAL STABILIZATION" WHICH INQUDE5
<br />FLUSHING OUT ACCUMULATED SILT AND SEDIMENT FROM CONTRIBUTING STORM SEWER.
<br />EXCAVATED BASIN MATERIAL SHALL BE DISPOSED OF DOWNSTREAM OF BASIN AREA IF
<br />POSSIBLE, OR OFF-SITE.
<br />SEED APPLICATION PROCEDURE:
<br />MIXTURE APPLICATION PROCEDURES SHALL FOLLOW (MN /DOT) SPECIFICATION 25753.
<br />SEED SHALL BE SECURED BY USE OF HYDRO MULCH, OR SECURED BY (6414/001)
<br />SPECIFICATION 3885 CATEGORY 1 OR CATEGORY 3 EROSION BLANKET. ABSENT A SOIL TEST,
<br />FERTILIZER WITH AN ANALYSIS OF 18 -14 )NP() (FOR LOOMS, CLAY LOAM SOIL), OR 12 -10-7
<br />(NPK) (FOR SANDS WITH LESS THAN 30% ORGANIC AND CLAY MATTER), NATURAL BASE
<br />SHALL BE APPLIED AT A RATE OF 120 LB5 /ACRE
<br />8. THE CONTRACTOR SHALL RESEED OR REPLANT ANY AREAS ON WHICH THE ORIGINAL SEED
<br />HAS FAILED TO GERMINATE AS DIRECTED BY THE OWNER'S ENGINEER.
<br />h. IF ALTERNATIVE METHODS OF INFILTRATION BASIN CONSTRUCTION ARE PROPOSED BY 140
<br />CONTRACTOR, THOSE ALTERNATIVE METHODS WILL REQUIRE WRITTEN APPROVAL BY THE
<br />OWNER'S ENGINEER
<br />i- COSTS FOR REMOBILIZATION( 13REQUIRED) TO COMPLETE INFILTRATION BASIN
<br />CONSTRUCTION WILL BE CONDUCTED AT THE CONTRACTORS EXPENSE.
<br />ra
<br />englneenn5BUfvey1np 91911111118 Bfl81y
<br />14800 28th Ave. N. Ste 140
<br />Plymouth Minnesota 55447
<br />1763) 476.6010 telephone
<br />1763) 476.8532 to slmlle
<br />lvww.mtm.com
<br />Client
<br />r- C O N S T R U C T I O N
<br />Fendler
<br />Patterson
<br />Project
<br />BILL'S
<br />SUPERETTE
<br />Location
<br />LINO LAKES, MN
<br />Certification
<br />I hereby certify that this plan, 89861 ice
<br />report was prepared by me or under r( djrpct
<br />supervision and that i an1 a duly li
<br />professional ENGINEER under
<br />of Minnesota.
<br />the state
<br />Michael C
<br />Reei6 DIv7 . • 2661 Date: 09 /07/2012
<br />Rap contact us Tor a wet sieved cow of this
<br />Oar, h is avai*b0 upon request at MFRA, Inc,
<br />PILV•�'•'h, MN 09ice.
<br />_Summary
<br />Designed: MCB Draw0:A85
<br />Approved: 8850 Book / Page: 727/55
<br />Phase: PRELIM Initial lssue:09 /07/2012
<br />Revision History
<br />No. Date By Submittal / Revision
<br />A 09/20/12. 5EG WATERSHED COMMENTS
<br />B 10/15/12 /TA CITY COMMENTS
<br />Sheet Title
<br />GRADING PLAN
<br />Sheet No. Revision
<br />C4.Q1 B
<br />Project No. FEN19355
<br />I I
<br />
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