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GENERAL SITE WORK NOTES
<br />1 CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY
<br />CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL (1-651-454-0002 METRO AREA, 1-800-252-1166 OUT STATE)
<br />2. VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION TO EXISTING PAVEMENT, STRUCTURE, PIPE
<br />OR OTHER SITE FEATURE IS TO BE MADE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
<br />DISCREPANCIES OR VARIATIONS FROM THE PLANS
<br />3 REFERENCE TO MNDOT SPECIFICATIONS SHALL MEAN DIVISIONS II AND III OF THE 2020 SPECIFICATIONS
<br />FOR CONSTRUCTION
<br />4 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY APPROPRIATE ADDITIONAL PERMITS THIS MAY
<br />INCLUDE FOR DEWATERING, BURNING, OR OTHER GRADING ACTIVITIES
<br />5. SNOW REMOVAL WILL BE COMPLETED ON A NEEDED BASIS SNOW TO REMAIN ONSITE, PLOWED TO THE EDGE OF
<br />THE ACCESS ROAD NO SNOW IS TO BE REMOVED FROM THE SITE
<br />GENERAL UTILITY NOTES
<br />1 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS
<br />AND INVERTS, SHOWN OR NOT SHOWN ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS
<br />SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY
<br />2. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH ANOKA COUNTY AND CITY OF
<br />RAMSEY REQUIREMENTS
<br />3 UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY
<br />(ASTM D698 78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND
<br />SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET UNDER WALKS AND
<br />PAVEMENTS, AND 90% STANDARD PROCTOR IN LANDSCAPE AREAS
<br />4 FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES
<br />STORM SEWER NOTES
<br />1 STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH MNDOT 2501-2511 SPECIFICATIONS
<br />2 APPROXIMATE PIPE LENGTHS ON THE PLAN INCLUDE THE APRON SECTION
<br />STORMWATER POLLUTION PREVENTION NOTES
<br />1. THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL IN ACCORDANCE WITH COUNTY AND STATE
<br />REQUIREMENTS AND AS SHOWN ON PLANS
<br />2 THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF
<br />ACCUMULATED SEDIMENT AT %CAPACITY FROM BMPS DURING THE DURATION OF CONSTRUCTION
<br />UNTIL FINAL STABILIZATION IS ACHIEVED
<br />3 CONTRACTOR TO ADHERE TO ALL TOWNSHIP AND COUNTY PERMIT REQUIREMENTS, INCLUDING THE
<br />REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO
<br />COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER COMPLETION OF
<br />GRADING OF AN AREA
<br />4 ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A WATER OF THE STATE OR ANY STORMWATER
<br />CONVEYANCE SYSTEM WHICH IS CONNECTED TO A WATER OF THE STATE MUST BE STABILIZED
<br />WITHIN 24 HOURS
<br />5 ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHED ROCK (OR APPROVED EQUAL)
<br />ACROSS FULL WIDTH FROM ENTRANCE POINT TO 50 FEET INTO THE CONSTRUCTION ZONE
<br />6 ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
<br />CITY, COUNTY, AND STATE REQUIREMENTS
<br />7 THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF
<br />ACCUMULATED SILT IN FRONT OF SILT FENCES, SEDIMENT CONTROL LOGS, ETC DURING THE
<br />DURATION OF THE CONSTRUCTION
<br />8 MAINTAIN EXISTING EROSION CONTROL. RE-ESTABLISH ANY EXISTING EROSION CONTROL DISTURBED
<br />BY CONSTRUCTION
<br />9 CONTRACTOR SHALL PROVIDE ADDITIONAL TEMPORARY EROSION CONTROL MEASURES AS
<br />REQUIRED FOR CONSTRUCTION
<br />10 REMOVE ALL EROSION CONTROL MEASURES AFTER THE WORK HAS BEEN ACCEPTED BY THE
<br />COUNTY, STATE, AND PROJECT ENGINEER
<br />11 THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND
<br />PAVED AREAS WITHIN 24 HOURS OF NOTICE IN ACCORDANCE WITH COUNTY AND STATE
<br />REQUIREMENTS
<br />12 IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK
<br />TRUCK TO ALL CONSTRUCTION AREAS
<br />13 STOCKPILED SOIL IS ONLY PERMITTED IN APPROVED LOCATION(S) AT SLOPES EQUAL TO OR FLATTER
<br />THAN 2h 1v ALL STOCKPILED SOILS SHALL BE PROTECTED WITH TWO 6" DIAMETER COMPOST/ROCK
<br />LOGS AND DAILY SURFACE PROTECTION
<br />14 NO RE -FUELING OF TRUCK AND CONSTRUCTION EQUIPMENT IS PERMITTED ANYWHERE ON SITE
<br />EXCEPT IN THE VICINITY OF FIELD APPROVED STAGING AREA(S) A CONSPICUOUSLY LABELED SPILL
<br />KIT MUST BE ON SITE AND BE KEPT IN THE VICINITY OF THE STAGING AREA(S)
<br />15 TRUCK AND CONSTRUCTION VEHICLE WASHING AND DEGREASING IS PROHIBITED ON SITE
<br />CONSTRUCTION EQUIPMENT MUST BE THOROUGHLY CLEANED PRIOR TO ACCESSING THE SITE TO
<br />LIMIT THE SPREAD OF INVASIVE SPECIES
<br />16 NO HAZARDOUS MATERIALS (OIL, GAS, FLUIDS, PAINTS, LUBRICANTS, ETC ) ARE TO BE STORED ON
<br />SITE
<br />17 CONCRETE AND OTHER WASHOUT LIQUIDS SHALL BE CONTAINED IN A LABELED FACILITY. NO
<br />WASHOUT MATERIAL SHALL DISCHARGE TO GROUND OR PAVEMENT SURFACES
<br />18 ANY SEDIMENT REMAINING IN PLACE AFTER THE EROSION CONTROL DEVICE IS NO LONGER
<br />REQUIRED SHALL BE GRADED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED
<br />WITH THE APPROPRIATE SEED MIX AS NOTED ON THE PLANS
<br />19 SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH
<br />EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL
<br />CONTRACTOR SHALL STOCKPILE TOPSOIL AND GRANULAR FILL AT SUITABLE LOCATIONS AS
<br />DETERMINED BY CONTRACTOR
<br />20 EXISTING GRANULAR MATERIALS SHALL BE SEGREGATED AND STOCKPILED FOR REUSE ON -SITE
<br />21 CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ON -SITE TOPSOIL TO PROVIDE A
<br />UNIFORM THICKNESS OF AT LEAST 6 INCHES ON ALL GRADED AREAS
<br />22 SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET
<br />ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES WHEN PLACING NEW
<br />SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED
<br />PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEMENT
<br />23 GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE
<br />ELEVATION, LEAVE SITE READY FOR SUBBASE
<br />24 FINAL GRADING TOLERANCES ARE t0 1 FEET OF PLAN GRADES OVERFLOW SPILLWAYS ARE TO BE
<br />GRADED TO WITHIN *0 05 FEET OF GRADE PLANS, UNLESS NOTED OTHERWISE
<br />25 ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS,
<br />AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL
<br />BE DISPOSED OFF THE CONSTRUCTION SITE DISPOSAL SHALL BE DONE IN A MANNER THAT MEETS
<br />ALL APPLICABLE REGULATIONS
<br />26 CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED GROUND SURFACE TO
<br />PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE POSITIVE GRADE AND PREVENT PONDING IN
<br />LOWER AREAS
<br />27 SLOPES AT 31 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE
<br />AN EROSION CONTROL BLANKET INSTALLED OR MAY BE HYDROSEEDED WITH BONDED FIBER MATRIX
<br />(BFM)
<br />GENERAL LANDSCAPE NOTES
<br />1 CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS
<br />RELATING TO THE NATURE AND SCOPE OF WORK
<br />2 CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE ENGINEER
<br />DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT
<br />3 CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING
<br />THE WORK AND MATERIALS SUPPLIED
<br />4 CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, IRRIGATION
<br />SYSTEM, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS
<br />5 CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT
<br />NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY UNDESIRABLE SITE
<br />CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BEGINNING OF
<br />WORK
<br />GENERAL EARTHWORK NOTES
<br />1 EARTHWORK ASSUMPTIONS
<br />1 1 SEE CONTRACT DOCUMENTS FOR INCLUSIONS, INCLUDING BUT NOT
<br />LIMITED TO MEASUREMENT & PAYMENT
<br />1 2 ALL ON -SITE TOPSOIL INCLUDES ARE PLAN (P) QUANTITIES
<br />1 3 TOPSOIL, ON -SITE INCLUDES A SUBCUT OF 4" DEEP FOR SOIL
<br />HANDLING IN ADDITION TO CUT TO FILL, AND AS SUCH IS INCLUDED
<br />IN QUANTITY FOR COMMON EXCAVATION
<br />TOPSOIL RESPREAD SHALL BE A MINIMUM OF 4"
<br />2 AGGREGATE QUANTITY DOES NOT INCLUDE ADDITIONAL VOLUME OF MATERIAL TO ACHIEVE
<br />COMPACTION
<br />Item No.
<br />MnDOT Ref #
<br />Item
<br />Estimated
<br />Quantity
<br />Units
<br />1
<br />2021.501
<br />MOBILIZATION
<br />1
<br />LS
<br />2
<br />2101.502
<br />CLEARING
<br />163
<br />EA
<br />3
<br />2101.502
<br />GRUBBING
<br />163
<br />EA
<br />4
<br />2106.507
<br />COMMON EXCAVATION 143 CY CUT;989 CY FILL; NET 846 CY FILL)
<br />989
<br />CY
<br />5
<br />2118.507
<br />AGGREGATE SURFACING CLASS 5 (CV)
<br />451
<br />CY
<br />6
<br />2521.518
<br />CONCRETE EQUIPMENT PAD
<br />1
<br />LS
<br />7
<br />2557.502
<br />20' VEHICULAR GATE, CHAIN LINK
<br />2
<br />EA
<br />8
<br />2557.503
<br />PERIMETER FENCE, WOVEN WIRE
<br />4370
<br />LF
<br />9
<br />2571.502
<br />TRANSPLANT TREE
<br />24
<br />EA
<br />10
<br />2573.501
<br />EROSION CONTROL SUPERVISOR
<br />1
<br />LS
<br />11
<br />2573.501
<br />STABILIZED CONSTRUCTION EXIT: FURNISH, INSTALL, MAINTAIN AND REMOVE
<br />1
<br />LS
<br />12
<br />2573.503
<br />SILT FENCE: FURNISH, INSTALL, MAINTAIN, AND REMOVE
<br />2365
<br />LF
<br />13
<br />2575.505
<br />SEEDING
<br />24.5
<br />AC
<br />14
<br />2575.608
<br />SEED MIXTURE SPECIAL (NRS NATIVE MIX @ 13.29 LB / ACRE)
<br />325
<br />LB
<br />15
<br />2575.509
<br />MULCH MATERIAL, TYPE 3 CRIMPED STRAW @ 2 TON / ACRE
<br />49
<br />TON
<br />E0/
<br />water
<br />ecology
<br />community
<br />EMMONS & OLIVIER RESOURCES, INC.
<br />1919 UNIV. AVE. W. #300 ST. PAUL, MN
<br />TEL 651.770.8448 WWW.EORINC.COM
<br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS
<br />PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM
<br />A DULY LICENSED PROFESSIONAL ENGINEER UNDER
<br />THE LAWS OF TH6STATE OF MINNESOTA
<br />DATE
<br />NO
<br />DESCRIPTION
<br />02/18/2025
<br />IFPR - ISSUED FOR PERMIT REVIEW
<br />03/10/2025
<br />2
<br />IFPR UPDATED PER CITY REVIEW COMMENTS
<br />3
<br />DESIGNED BY ERK
<br />DRAWN BY BMP
<br />CHECKED BY•KDC
<br />CEDRR CREEK
<br />Zvled'
<br />LANDFILL SOLAR
<br />RAMSEY, ANOKA COUNTY, MINNESOTA
<br />NOTES & SEQ
<br />KYLE D CRAWFORD DATE 02/18/2025
<br />LICENSE #54906
<br />4
<br />5
<br />6
<br />FOR JOB #1518-0020
<br />CEDAR CREEK ENERGY
<br />RAMSEY, MINNESOTA, 55303
<br />SHEET 02 OF 11
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