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ITEM 23
<br />ITEM 23ITEM 23S I L V E R L A K E R O A D N O R T H E A S TITEM 20
<br />ITEM 20ITEM 20ITEM 23
<br />9659659639649669669659659629629639649659659619629639639649609
<br />6
<br />5 9659659659619
<br />6
<br />2962 962963963963964960965965965965958958959961962962962963963964964965965965962962
<br />9
<br />6
<br />2963963963964966
<br />965965965965963963 9639649649659659
<br />6
<br />59659639649669661.9
<br />%
<br />2.
<br />8
<br />%
<br />1.7%
<br />2.
<br />0
<br />%
<br />2
<br />.
<br />5%
<br />23.
<br />7
<br />%4.4%1.1%2.4%
<br />EXISTING HYDRANT TO REMAIN,
<br />PROTECT IN PLACE
<br />EXISTING SANITARY SEWER
<br />TO REMAIN, PROTECT IN PLACE
<br />EXISTING STORM SEWER
<br />TO BE REPLACED BASED
<br />ON PROPOSED GRADE
<br />LANDLORD TO COORDINATE
<br />DEMO FOR FUTURE PAD
<br />PAVEMENT MARKING TO
<br />BE REMOVED
<br />EXISTING ASPHALT PAVEMENT
<br />TO BE REMOVED
<br />EXISTING ASPHALT PAVEMENT
<br />TO BE REMOVED
<br />EXISTING TREE TO
<br />BE REMOVED, TYP.
<br />EXISTING CURB TO
<br />BE REMOVED, TYP.
<br />EXISTING TREE TO REMAIN,
<br />PROTECT IN PLACE.
<br />EXISTING STREET LIGHT TO
<br />REMAIN, PROTECT IN PLACE
<br />SAWCUT, TYP.
<br />CONSTRUCTION ENTRANCE
<br />CONSTRUCTION FENCE
<br />CONSTRUCTION FENCE
<br />CLEARING AND GRUBBING
<br />EXISTING STRUCTURE
<br />TO REMAIN, PROTECT IN PLACE
<br />EXISTING MONUMENT SIGN TO
<br />REMAIN, PROTECT IN PLACE
<br />EXISTING SIGN TO REMAIN,
<br />PROTECT IN PLACE
<br />EXISTING STORM SEWER
<br />TO BE REPLACED BASED
<br />ON PROPOSED GRADE
<br />This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\C2-DEMO PLAN.dwg May 13, 2022 - 12:50pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO & EROSIONCONTROL PLAN -PHASE 1C200CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.05/02/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNSJSSJSBMW1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND
<br />DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL
<br />STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES,
<br />DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS
<br />ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED
<br />SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE
<br />WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT
<br />DOCUMENTS.
<br />2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE
<br />SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR
<br />IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION
<br />AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND
<br />RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS
<br />REPRESENTATIVE.
<br />3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT
<br />PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED
<br />WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND
<br />COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.
<br />4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY
<br />COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES.
<br />THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY
<br />CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE
<br />UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE
<br />UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS
<br />RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
<br />5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE
<br />BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE
<br />GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER
<br />ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START
<br />OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE
<br />UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL
<br />AREAS OF PROPOSED WORK.
<br />6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE
<br />INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY
<br />OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH
<br />CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL
<br />UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL
<br />SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK.
<br />7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES
<br />NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH
<br />THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED
<br />FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY
<br />IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.
<br />CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN
<br />ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.
<br />8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING,
<br />BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST
<br />MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION
<br />MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN
<br />ACCORDANCE WITH ST. ANTHONY, RAMSEY COUNTY AND MN/DOT.
<br />9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES
<br />DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS
<br />WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION.
<br />10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE
<br />TO BE INSTALLED.
<br />11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY
<br />THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE
<br />CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE
<br />SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR ITS REMOVAL AND REPAIR.
<br />12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE
<br />DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED
<br />IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS
<br />CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK
<br />AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE
<br />RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN
<br />SHUT OFFS WITH THE CITY OF ST. ANTHONY DURING CONSTRUCTION. ANY
<br />COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION
<br />WILL BE PROVIDED.
<br />13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS.
<br />14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES.
<br />15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE
<br />ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A
<br />LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN
<br />REQUIREMENTS.
<br />16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED,
<br />THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS
<br />REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF
<br />AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS.
<br />17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS
<br />ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED
<br />WITHOUT APPROVAL FROM THE ENGINEER.
<br />DEMOLITION PLAN NOTES
<br />NORTH
<br />LIMITS OF CONSTRUCTION
<br />REMOVE BITUMINOUS SURFACE
<br />LANDLORD TO REMOVE
<br />REMOVE BUILDING
<br />REMOVE TREE
<br />REMOVE CONCRETE CURB
<br />& GUTTER
<br />REMOVE UTILITY LINES
<br />PROPERTY LINE
<br />EXISTING OVERHEAD POWER
<br />LINE
<br />EXISTING CHAINLINK FENCE
<br />EXISTING J-BARRIER
<br />EXISTING RETAINING WALL
<br />EXISTING SANITARY SEWER
<br />EXISTING STORM SEWER
<br />EXISTING WATERMAIN
<br />EXISTING GAS MAIN
<br />EXISTING UNDERGROUND
<br />TELEPHONE
<br />EXISTING UNDERGROUND CABLE
<br />EXISTING CONTOUR
<br />EXISTING SIGN
<br />EXISTING FLARED END SECTION
<br />EXISTING STORM MANHOLE
<br />EXISTING STORM CATCHBASIN
<br />EXISTING GAS METER
<br />EXISTING POST INDICATOR VALVE
<br />EXISTING WELL
<br />EXISTING AUTOMATIC SPRINKLER
<br />EXISTING ROOF DRAIN
<br />EXISTING GATE VALVE
<br />EXISTING HYDRANT
<br />EXISTING METAL COVER
<br />EXISTING ELECTRICAL METER
<br />EXISTING AIR CONDITIONER
<br />EXISTING TELEPHONE MANHOLE
<br />EXISTING CABLE BOX
<br />EXISTING GUY WIRE
<br />EXISTING POWER POLE
<br />EXISTING LIGHT POLE
<br />EXISTING TREE
<br />CLEARING & GRUBBING
<br />FILL & ABANDON UTILITY LINES
<br />EXISTING TREE LINE
<br />EXISTING CURB & GUTTER
<br />LEGEND
<br />FULL DEPTH SAWCUT
<br />EROSION CONTROL PLAN NOTES
<br />1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL
<br />BE INSTALLED PRIOR TO CONSTRUCTION.
<br />2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE
<br />GRADING.
<br />3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL
<br />MEASURES.
<br />4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS
<br />SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO
<br />LANDSCAPE PLANS FOR MATERIALS.
<br />5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED
<br />IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS.
<br />6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES,
<br />INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE
<br />DURATION OF THE CONSTRUCTION.
<br />7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE
<br />CONTRACTOR.
<br />8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS
<br />ESTABLISHED.
<br />9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED
<br />ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT
<br />STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.
<br />10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY
<br />WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.
<br />UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS:
<br />TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE
<br />WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE
<br />CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND
<br />NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE
<br />CONSTRUCTION PROCESS.
<br />BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:
<br />1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS.
<br />2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE
<br />WASHOUT PIT (1) AND INSTALL SILT FENCE.
<br />3.PREPARE TEMPORARY PARKING AND STORAGE AREA.
<br />4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT
<br />TRAPS.
<br />5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS
<br />GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE
<br />PATTERNS.
<br />6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.
<br />7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT
<br />CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS
<br />OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF ST. ANTHONY
<br />GRADING PERMIT.
<br />SEQUENCE OF CONSTRUCTION:
<br />ROCK ENTRANCE
<br />INLET PROTECTION
<br />SILT FENCE
<br />LIMITS OF DISTURBANCE
<br />SAFETY FENCE
<br />BIOROLLEROSION CONTROL BLANKET
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