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EROSION CONTROL REQUIREMENTS: FERTILIZATION REQUIREMENTS: GENERAL NOTES: SITE SURVEY AND BOUNDARY INFORMATION PROVIDED BY OWNER. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION START. CONTRACTOR IS RESPONSIBLE FOR ALL LOCATES. ALL LOCATES SHALL BE REVIEWED BY THE OWNER/LA-E PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING STRUCTURES, UTILITIES, TREES, SITE AMENITIES, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE TO EXISTING ITEMS TO REMAIN (AT CONTRACTOR'S EXPENSE) AND IS CONSIDERED INCIDENTAL TO THE CONTRACT. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TO BACK OF CURB WHERE APPLICABLE, UNLESS STATED OTHERWISE. FIELD VERIFY (FV) ITEMS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ** ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO THE OWNER/L.A.-E. FOR CLARIFICATION PRIOR TO ANY ADDITIONAL WORK BEING COMPLETED. CONSTRUCTION STAGING AND ACCESS AREAS: THE OWNER SHALL FIELD VERIFY THE LOCATION OF CONSTRUCTION ACCESS, STAGING AND STORAGE AT THE TIME OF CONSTRUCTION. LOCATIONS SHOULD REMAIN OUT OF THE CENTER LAWN BUT CORRESPOND TO PHASING OF STREET, PARK AND BUILDING CONSTRUCTION. ACCESS TO CITY HALL AND THE BUILDING CONSTRUCTION AREA SHALL REMAIN OPEN DURING THE DURATION OF THE ENTIRE PROJECT. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A ROCK ACCESS DRIVE FOR THE DURATION OF CONSTRUCTION. REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. GENERAL SITE & VEGETATION REMOVALS: ALL REMOVALS WILL BE COMPLETED BY THE CONTRACTOR, UNLESS SPECIFIED OTHERWISE. ALL REMOVALS LISTED INCLUDE REMOVAL OF ALL ATTACHMENTS AND FOOTINGS (AS ENCOUNTERED). CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL ITEMS OFF -SITE, UNLESS SPECIFICALLY APPROVED OTHERWISE BY LA-E. ALL ITEMS AND TREES NOT SPECIFICALLY MARKED FOR REMOVAL OR RELOCATION SHALL REMAIN PROTECTED AND UNDISTURBED DURING CONSTRUCTION. ANY DAMAGE TO TREES AND ITEMS THAT ARE TO REMAIN SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR CLEARING AND REMOVALS OF ALL PLANT MATERIALS, WHICH INCLUDES TREES, SHRUBS, GROUND COVERS, ETC. AND SHALL INCLUDE GRUBBING AND REMOVAL OF ALL STUMPS (TYP) AS DIRECTED BY THE LA-E/OWNER. UTILITY LOCATIONS NOTE: PRIOR TO BEGINNING WORK ON THIS PROJECT, THE CONTRACTOR SHALL HAVE ALL UTILITY LOCATIONS MARKED ON THE PROJECT SITE. ALL LOCATES SHALL BE INCIDENTAL TO THE PROJECT. STATE LAW: 48 HOURS BEFORE EXCAVATING, CALL GOPHER STATE ONE -CALL AT 651-454-0002 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS IS A FREE SERVICE WHICH WILL LOCATE UTILITY -COMPANY LINES, BUT WILL NOT LOCATE CITY OR PRIVATELY OWNED LINES. PROJECT LAYOUT NOTES: THE LAYOUT INFORMATION PROVIDED ON PLAN SHEETS ARE FOR BIDDING PURPOSES AND VERIFICATION OF CRITICAL LAYOUT DIMENSIONS. THE OWNER/L.A.-E. RESERVES THE RIGHT TO REVISE THE PROJECT LAYOUT TO AVOID UNFORESEEN CONSTRAINTS, SUCH AS MATURE TREES. UNFORESEEN SOIL CONSTRAINTS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. CHANGES IN BID QUANTITIES WILL BE BASED ON A PER UNIT BASIS FOR UNIT BID ITEMS AS INDICATED ON THE BID FORM. THE CONTRACTOR WILL BE PROVIDED A LIMITED AMOUNT OF CONSTRUCTION LAYOUT POINTS (REFER TO SPECIFICATIONS). ADDITIONAL STAKING OR RE -STAKING SHALL BE AT CONTRACTORS EXPENSE. CAD DATA WILL BE PROVIDED TO THE CONTRACTOR. SURVEYING MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR IN THE STATE OF MINNESOTA. TO AVOID LAYOUT CONFLICTS OR UNCERTAINTIES, THE CONTRACTOR AND SURVEYOR SHALL MEET WITH THE LA-E/OWNER AT THE START OF THE PROJECT TO REVIEW SITE LAYOUT AND GRADING REQUIREMENTS. THE CONTRACTOR AND/OR SURVEYOR SHALL ALSO INITIATE A MEETING WITH THE LA-E/OWNER AT ANY POINT WHEN QUESTIONS ARISE. FIELD STAKING AND GRADE STAKES SHALL BE REVIEWED AS NECESSARY WITH THE LA-E TO ENSURE THAT THE LAYOUT AND GRADING ARE PROPERLY INTERPRETED. FIELD LOCATION NOTE: ALL SITE IMPROVEMENTS SHALL BE FIELD STAKED ACCORDING TO PLAN AND THE CONTRACTOR SHALL MEET WITH THE OWNER / LA-E TO REVIEW STAKES AND MAKE ADJUSTMENTS AS NECESSARY PRIOR TO ANY WORK BEING DONE. SEE ALSO PROJECT LAYOUT NOTES EROSION CONTROL SILT FENCING SHALL BE ERECTED ALONG THE INSIDE OF THE CONSTRUCTION LIMITS IN ALL AREAS OF THE SITE WHERE DRAINAGE FLOWS MAY CAUSE SEDIMENT TO BE DEPOSITED ON ADJACENT OFF -SITE PROPERTIES OR IN AREAS BEYOND THE CONSTRUCTION LIMITS - REFER TO PLAN. THE CONTRACTOR SHALL PROTECT ALL EXISTING AND PROPOSED CATCHBASINS AND STORM SEWERS FROM SILTATION BY INSTALLING AND MAINTAINING EROSION CONTROL FENCING AROUND ALL STRUCTURES FOR THE DURATION OF THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL CLEAN SILT BUILD-UP FROM ALL STORM SEWERS AFFECTED BY CONSTRUCTION, AS REQUIRED, DURING CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATE CLEANING OF ALL MUD, DIRT AND DEBRIS IN PUBLIC STREETS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SPOT GRADES AND DRAINAGE REQUIREMENTS: THE CONTRACTOR AND SURVEYOR SHALL REVIEW ALL GRADING WITH THE LA-E PRIOR TO CONSTRUCTION TO ENSURE PROPER DRAINAGE AND GRADING. THE INTENT OF ALL PROPOSED SPOT GRADES AND GRADING IN GENERAL IS TO MATCH EXISTING GRADES ADJACENT TO NEW CONSTRUCTION AND TO ENSURE PROPER DRAINAGE AND BLENDING OF NEW GRADES WITH EXISTING ONES. SPOT GRADES SHOWN ARE TO FINISHED GRADE. CONTRACTOR SHALL SUBCUT IN ACCORDANCE WITH THE PLANS, DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM ALL GRADES WITH THE LA-E AFTER INITIAL SURVEY / STAKING WORK AND PRIOR TO START OF GRADING OPERATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. TOPSOIL & EARTHWORK REQUIREMENTS: TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS AND STOCKPILED IN PILES NOT EXCEEDING 8 FEET IN DEPTH FOR RESPREAD. ALL TOPSOIL SHALL BE FULLY REMOVED FROM AREAS TO BE PAVED AND REPLACED WITH COMPACTIBLE SOILS - REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. NOTE: LOCATION OF STOCKPILE SHALL BE DETERMINED BY THE OWNER/LA-E IN THE FIELD. STOCKPILE AREA WILL REQUIRE SILT FENCE AROUND IT. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. EARTHWORK SHOWS AN IMPORT FOR THE PARK PROJECT. CONTRACTOR TO USE SUITABLE SOILS BENEATH ALL PAVED AREAS AND MAY MINE GOOD MATERIAL ON SITE FOR USE BENEATH PAVED AREAS AND UTILIZE MORE ORGANIC SOILS IN THE MAIN LAWN SPACE WITH REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO IMPORT. EXCAVATION FOR THE BUILDING IS TO BE COMPLETED BY THE BUILDING CONTRACTOR. ALL REMAINING EARTHWORK IS THE RESPONSIBILITY OF THE SITE CONTRACTOR INCLUDING FINISHED GRADING AROUND THE BUILDING AND WILL NEED TO FOLLOW THE CONSTRUCTION SCHEDULE OF THE BUILDING CONTRACTOR, ANTICIPATED TO BE COMPLETED APPROXIMATELY FEBRUARY OF 2022. PRIOR TO PLACEMENT OF TOPSOIL, ALL SUBGRADE AREAS BENEATH AREAS THAT ARE NOT PAVED OR STATED OTHERWISE SHALL BE DECOMPACTED TO INCLUDE RIPPING OR TILLING THE SUBGRADE A MINIMUM DEPTH OF 12 INCHES. A MINIMUM 6 INCH MINIMUM DEPTH OF SALVAGED TOPSOIL SHALL BE PLACED ON ALL AREAS THAT ARE NOT PAVED, HARD SURFACED, OR STATED OTHERWISE. THE TOPSOIL SHALL BE FINE GRADED, RAKED AND DRAGGED TO PROVIDE A SMOOTH, UNIFORM SURFACE FREE OF ANY ROCKS OR DEBRIS EXCEEDING ONE INCH IN ANY MEASUREMENT. TOPSOIL GRADES SHALL BE WITHIN .05 FEET OF INDICATED FINISHED GRADE AND SHALL BE TRUE TO GRADIENTS SHOWN ON PLANS. PRIOR TO RESTORATION AND PLANTING, APPLY SOIL AMENDMENTS ACCORDING TO THE FOLLOWING: TYPE I AND TYPE II TURF SEED: MnDOT TYPE 1 FERTILIZER WITH 10-10-10 OR 20-10-20 NUTRIENT ANALYSIS. AMMONIUM SULFATE OR SULFUR COATED UREA SHALL BE USED TO SUPPLY THE NITROGEN FERTILIZER AND SHALL BE MINIMUM 40 LBS AND MAXIMUM 45 LBS. NITROGEN/ACRE TYPE III NATIVE SEED: MnDOT TYPE 3 FERTILIZER WITH SLOW RELEASE NITROGEN APPLY FERTILIZERS UNIFORMLY IN TWO DIRECTIONS WITH A MECHANICAL SPREADER. SWEEP UP ANY FERTILIZER ACCIDENTALLY APPLIED ON WALKS/PAVEMENTS/ETC. TO PREVENT MOVEMENT TO STORM SEWERS, LAKES & STREAMS. WATER THE SITE THOROUGHLY AFTER FERTILIZING TO DISSOLVE THE NUTRIENTS. ALL FERTILIZATION SHALL BE CONSIDERED INCIDENTAL TO THE RESTORATION OPERATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. PLANTING NOTES: PLANTING BEDS SHALL BE PREPARED IN THE FOLLOWING MANNER: • REMOVE ALL EXISTING VEGETATION AND GROUNDCOVER. TREES SHALL HAVE THE STUMPS REMOVED OR GROUND DOWN. • SPRAY THE PLANTING BED AREA WITH ROUND -UP DURING WARM, DRY WEATHER. LET IT SIT FOR A MINIMUM OF TWO WEEKS AND THEN THOROUGHLY REMOVE ALL REMAINING GROUNDCOVER VEGETATION AND ROOT SYSTEMS. • ROTOTILL THE PLANTING BED TO LOOSEN UP THE SOIL. RAKE SMOOTH WHEN DONE AND REMOVE ALL ROCKS AND DEBRIS ENCOUNTERED. • TRENCH THE EDGE OF THE PLANTING BEDS OR INSTALL LANDSCAPE EDGING TO DELINEATE PLANTING BED FROM TURF AREAS AS INDICATED ON PLANS. • SET PLANTS OUT ACCORDING TO PLAN AND ADJUST SPACING AS NEEDED FOR BEST FIT TO BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. • INSTALL ALL PLANTS AS PER PLANTING PLANS AND DETAILS. • DO NOT ALLOW PLANTS TO DRY OUT DURING INSTALLATION. • LIGHTLY TAMP SOILS AROUND THE PLANTS AFTER PLANTING. • WATER PLANTING BED THOROUGHLY. STICK A HOSE IN THE SOIL AROUND THE BASE OF THE PLANTED VEGETATION TO IDENTIFY AIR/SINK HOLES. FILL IN WITH SOIL AS NECESSARY. • INSTALL WOOD MULCH TO 4" DEPTH. PULL MULCH AWAY FROM STEMS/TRUNKS OF ALL PLANTS AND FORM A WELL AROUND THE BASE OF THE PLANTS AS INDICATED IN THE PLANTING DETAIL. • WATER PLANTING BED THOROUGHLY SO WATER SATURATES THE MULCH LAYER. • THOROUGHLY WATER THE PLANTING BED 2 TO 3 TIMES THE FIRST WEEK OF PLANTING AND 1 TO 2 TIMES PER WEEK (AS NEEDED) UNTIL MAINTENANCE PERIOD IS COMPLETE. wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY SN Z O W z 0 U w 0 w Q 0 0 z z o� w U_ w } _ w w a-0�Q� z°Q�d Q :E - U o J c0 z _ � � Z ��00,� Z Qw <wo 2 W Z d } U H U- U — W Q o� 3: w w ui U � 5 H �oUncu- ma-�u,o w w U z U ui w w _ 13� 0� U Q o J J z O O D DESIGN BY: CA CHECK BY: CA O CD GENERAL z� 0 Z U_ J 0 N 0 N 0 W Q 0 CONSTRUCTION NOTES C.P. 016969-000 SHEET L1.1