04-17-2017 Planning Commission Packet

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TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 2111SISTREET MORN 111111•0009.IS 0S1 1 612 7900094 GENERAL NOTES EROSION CONTROL NOTES LEGEND PIERCE PINI & I. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY 26.ALL STUMPS FROM TREES REMOVED WITLIN PROJECT { INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS CORNERSTONE LAND SURVEYING,INC.PROJECT 790. LIMITS SHAW.BE GROUND AND REMOVED 1Y THEIR 5OR15036,DATED OCTOBER 19.2015. ENTIRETY. SHOWN ON THE PLANS PHAY TO BEGINNING CONSTRUCTION. AY ----PROPERTY LINE ASSOCIATES BALES ARE NOT AN ACCEPTABLE PERIMETER CONTROL) 2. A GEOTECHNICAL EXPLORATION AND ENGINEERING 27.ALL PAVEMENT MARKINGS WITHIN EXITING PAVEMENT - - EASEMENT REVIEW WAS COMPLETED FOR THIS SATE BY NORTHERN AREAS TO BE RESTORED TO MATCH EXISTING UNLESS 2. BEFORE BEGINNING CONSTRUCTION,INSTALL A TEMPORARY ROCK • EXISTING CAST IRON MONUMENT 9298 CENTRAL AVENUE NEP TECHNOLOGIES.INC.PROJECT NO.1661301.100 DATED NOTED OTHERWISE. CONSTRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXIT SUITE 312 FEB.23,2017. AMETER 28.DRAWINGS DO NOT INDICATE AREAS OF TEMPORARY ROCK INTE N ATIAYER AAT LEAST IA INCHES THICK AN SITE.USE 2 INCH OR CROSSTER ITTHE ENTRE EXISTING CABLE TV PEDESTAL BLAINE, MN 55434 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS SUPPORT SYSTEMS.THE CONTRACTOR IS RESPONSIBLE WIDTH OF THE ENTRANCE.EXTEND THE ROCK ENTRANCE AT © EXISTING ELECTRIC MANHOLE TEL 763.537.1311 INCLUDING IDCATONS OF EXISTING UTILITIES,AND FOR ALL MEANS AND METHODS AND WILL HAVE TOTAL LEAST 50 FEE!INTO THE CONSTRUCTION ZONE.USE A FAX 763.537.1354 NOTIFY ENGINEER OF AT DISCREPANCIES PRIOR TO CONTROL OVER THE TYPES AND DESIGN OF ALL SHORING. GEOTE%TILE FABRIC BENEATH THE AGGREGATE IN ORDER TO EM EXISTING ELECTRIC METER STARTING CONSTRUCTION. SHEETING.BRACING,ANCHORAGES,EXCAVATION SUPPORT PREVENT MIGRATION OF SOIL INTO THE ROCK FROM BELOW.SEE WALLS.DIRECTIONAL BORING.AUGER JACKING.SOIL EROSION CONTROL DETAILS. EP EXISTING ELECTRIC PEDESTAL 9. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE STABILIZATION AND OTHER METHODS OF PROTECTING OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED EXISTING IMPROVEMENTS.SEE SPECIFICATIONS FOR 3. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE ET EXISTING ELECTRIC TRANSFORMER AND REVEGITATED. SUBMITTAL REQUIREMENTS. DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. 0 EXISTING LIGHT POLE S ALL UTILITY DEMOLITION.AND/OR ABANDONMENT TO BE 29_STORAGE AND PROTECTION OF EXISTING SITE FEATURES SWREPN MAY BE ORDERED BY AT ANY TIME IF CONDITIONS PERFORMED IN ACCORDANCE WTI CITY OF ORONO AND WHICH NEED TO BE REMOVED AND REPLACED FOR WARRANT.SWEEPING SHALL BE MAINTAINED THROUGH°R THE C- EXISTING GUY WIRE STATE OF MINNESOTA REGULATIONS AND STANDARDS. THECO CONSTRUCTION OF PROJECT ARE THE RESPONSIBILITY OF DURATION OF THE BLOWN AND DONE INA MANNER TO 6. EXISTING UTILITIES ARE SHOWN JN THEIR APPROXIMATE THE CONTRACTOR.STORAGE SHALL BE WITHIN THE LIMITS PREVENT DUST BEING BLOW N TO ADJACENT PROPERTIES. -0- EXISTING POWER POLE LOCATIONS.CONTRACTOR TO FIELD VERIFY THE LOCATOR OF THEFTSTAGING THESE E.CONTRACTOR AND SHALL PREVENT DAMAGE 4 INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCH © EXISTING GAS MANHOLE OR THEFT OF THESE ITEMS AND TO REPRICE AT OWN OF ALL EXISTING ELECTRIC. WHICH MAY INCLUDE BUT EXPENSE. ROSIN INLETS,WHICH RECEIVE RUNOFFREQUIRED FROM THE TST:1.E NOT PATERLIMITEDCAB ELECTRIC.TELEPHONE,GAS,CABLE E AREAS.CATCH RECEIVE INSERTS ARE REQUIRED IN AREAS NOTE) © EXISTING GAS METER COMPUTER CABLE,FIBER OPTIC CABLE.SANITARY SEWER CONTRACTOR TO RECORD EXISTING CONDDTON.AS .AREAS THAT R FILTER RUNOFF FROM DISTURBED TEEAS.NOTE: STORM SEWER,STEAM,CONDENSATE,TOR ELECTRICAL DUCT NEEDED( ETC.TOO ES.VIDEO PHOTOGRAPHY,FIELD EFF'CTIVE OR ALTER FABRICBL WRAPPING THE GRATES ARE NOT O EXISTING TELEPHONE MANHOLE BANK AND WATER REF.CONTRACTOR TO CONTACT' SURVEYING,HETCH TO ENABLE AS REQ IRE CO TO EFFECTIVE OR AN ACCEPTABLE FORM OF INLET PROTECTION. GOPHER ONE-CALL BEFORE EXCAVATING. MATCH EXISTING CO TING CON AS REQUIRED.CONTRACTOR ® EXISTING TELEPHONE PEDESTAL TO DOCUMENT EXISTING CONDITIONS SO THAT5 O LOCATE SOIL OR DIT STOCKPILES AGES NO LEES THAN ZFEET FROM ] LL AEXISTING UTILITIES AND OTHER IMPROVEMENTS ARE RECONSTRUCTED AREAS WILL HAVE POSITIVE DRAINAGE ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL EXISTING SANITARY CIEANOVI TO REMAIN UNLESS NOTED OTHERWISE. SINIIAR TO EXISTING. REMAINING FOR MORE THAN SEVEN DAYS,STABILIZE THE O STOCKPILES BY MULCHING,VEGETATIVE COVER,TARPS,OR EXISTING SANITARY MANHOLE: H. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING 31.WHERE DEMOLITION,EXCAVATION.UNDERPINNING.PILE OTHER MEAN'S.CONTROL EROSION FOM ALL STOCKP IES EN IMPROVEMENTS,LANDSCAPING.STRUCTURES AND DRIVING,COMPACTING OR SIMILAR WORK IS TO BE PLACING SILT BARRIERS AROUND THE ALES.TEMPORARY ® EXISTING CATCH BASIN UTILITIES THAT ARE TO REMAIN.CONTRACTTO REPAIR PERFORMED ADJACENT TO OR IN THE IMMEDIATE VICINITY STOCKPILES LOCATED ON PAVED SURFACES MHE UST BE NO SS OR ANY DAMAGE AT OWN EXPENSE. THAN TWO FEET FROM THE DRAINAGE GUTTER LINE AND SHALL • • EXISTING SNRM DRAIN OF EXISTING DSURVEYS THE CONTRACTOR WILL DRAINAGE/ GUTTER • CONTRACTOR EXISTING STORM THED SANITARY RY STONER CONPROTRA BUILDING RISRESPONSIBLE FOSEISMIC ORINGNRING. BE COVERED IF LEFT MORE THAN 29 HOURS. ® EXISTING TARED END SECTION ELEVATION OF EXISTING 5ORM AND ONNRAKY SEWER CONTRACTOR IS RESPONSIBLE FOR MONITINFORMED N NO OF 6. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL PRIOR TO THE START OF CONSTRUCTION. BUILDING AND KEEPING OWNER INFORMED OF 0 EXISTING STONY MANHOLE OPERATIONS THAT MAY IMPACT STRUCTURES. DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA i��I 10.PROVIDE THE OLIAWIYG MINIMUM COVER OVER THE TOP HAS BEEN TABIIJZED.INSPECT TEMPoRART EROSION AND OF PIPE AS FOLLOWS: 32.CARE MUST BE TAKEN DURING CONSTSUCTON AND SEDIMENT!T CONTROL DEVICES 00 A DAILY BASIS AND REPLACE EXISTING WATERnT EXCAVATION TO PROTECT ANY SURVEY MONUMENTS DETERIORATED.DAMAGED.OR ROTTED EROSION CONTROL 0 EXISTING WELL A A'OVER WATER MAIN AND/OR PROPERTY IRONS DEVICES IMMEDIATELY. , B. 5'OVER SANITARY SEWER ]. TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION O EXISTING WATER WELL 33.AS A CONDITION OF THE APPROVED SITE PLAN,THE C. 2'OVER STORM SEWER APPLICANT MUST PROVIDE AS-BUILT DRAWINGS(PAP.OR AREAS WHICH HAVE BEEN FINISH GRADED,AND ALL AREAS IN O EXISTING WATER METER PIOF ALL GRADING AND STORMWATER FEATURES.THE WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS II.ALL WORK TO CONFORM WITH CIT OF ORONO AND STATE CONSTRUCTION TO SUCH DRAWINGS SHALL SHOW.BUT ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, • EXISTING POST INDICATOR VALVE OF MINNESOTA STANDARDS AND REGULATIONS. ARE NOT LIMITEDD TO,SUCH INFORMATION AS THE EXACT WIND AND RUNNING WATER WITHIN 7-14 DAYS.USE SEEDING AND SIZE,LENGTH,TYPE AND LOCATION OF PIPES;LOCATION MULCHING.EROSION CONTROL MATTING.AND/OR SODDING AND Da EXISTING WATER VALVE 12.ALL EXCAVATIONS MIST COMPLY WITH TIDE AND SIZE OF MANHOLES AND CATCH BASINS.DEPTH AND STAKING IN GREEN SPACE AREAS.APPLICATION OF GRAVEL BASE REQUIREMENTS OF OSHA 19 CFR,PART 1926 SUBPART P SLOPES OF RETENTION BASINS.THE CONSTRUCTION ON AREAS TO BE PAVED IS RECOMMENDED FOR MINIMIZING 0 EXISTING UNKNOWN MANHOLE -EXCAVATIONS AND TRENCHES'.THIS DOCUMENT STATES AS-BUILT DRAWINGS SHALL SHOW ALL WORE AN ACTUALLY EROSION POTENTIAL. THAT EXCAVATION SAFETY IS THE SOLE RESPJNSIBILITT INSTALLED AND AS FIELD VERIFIED BY GENERAL • EXISTING OIL BORING OF THE CONTRACTOR. COMPACTOR.A SIGNED LETTER ON COMPANY e. REMOVE ALL TEMPORARY SYNTHETIC.STRUCTURAL. LETTERHEAD ATTESTING TO ACCURACY OF THE AS-GUILTS NON-HIOOETIER TH SITE HAS AND SEDIMENT CONTROL EXISTING CONIFENOL'S TREE 13.CATCH BASINS AND MANHOLES ARE SHOWN ON PIAN DEVICES AFTER THE SITE HAS UNDERGONE FINAL STABILIZATION SHALL BE SUBMITTED TO THE CIVIL ENGINEER WITHIN 30 EXISTING DECIDUOUS TREE LARGER THAN ACRAL CSIZEASTING COORDINATE LOCATION OF AND T PERMANENT EST VEGETATION HAS BEEN ER,MAINTAIN MINIMUM DAYS OF COMPLETING ALL SITE WORK. % MANHOLE COVER AND OF CUR LI THAT IT IT PROPERLY TEMPORARY E EROSION CONTROL L TO%COVUN,MAINTAIN ALL LOCATED AT THE BACK OF CHAR LINE FOR THE 11 TH 3q,THE ACCESSIBLE SHELL PEDESTRIAN A CONTINUOUS. TEMPORARY EO V R SOCHIEL DEVICES UNTIL]0% 950.0 EXISTING SPOT ELEVATION INLETS OR CENTERED IN 2HE AREA AS SHOWN ON THE CCESSIBLE AND SAFE PEDESTRIAN WALKWAY'IHAT ESTABLISHED COVER IS ACHIEVED. PIAN OR THE AREA DRAINS AND MANHOLE COVERS. MEETS ADA ANO MN.MUCO STANDARDS IF WORKING INA EXISTING CONTOURS SIDEWALK AREA.AND TRAFFIC CONTROL PER MN MUTCD H. READY IT. CONCRETE AND CONCRETE BATCH PONTIS A EXISTING UNDERGROUND ELECTRIC 19.CITY OF BARRICADESRE ENEETS AND SIDEWALKS PER REQUIREMENTS FOR WORK IN WE PUBLIC RIGHT-OF-WAY. OHIMSA CESTHE PUBLIC WATERRIGHT-DRAIN CITY OF ORONO REQUIREMENTS. CIRCUMSTANCES MAY THE STORM WATER ER C ONTO THE PUBLIC Y- EXISTING UNDERGROUND CABLE TY - 35.ALL CONSTRUCTION WORK SHALL BE COMPLETED WITHIN RIGHT-OF-WAY OR INTO THE STORM SEWER.CONTRACTOR SHALL W I S.SITE TILT COTRACOR TO FURNISH AND INSTALL ALL CITY OF 05010 APPROVED WORKING HOURS. BE RESPONSIBLE FOR PROVIDING DESIGNATED CONCRETE R EXISTING UNDERGROUND FIBER OPTIC WATERMAIN,SANITARY SEWER AND STORM SEWER WASHOUT WEA THAT COMPLIES WITH MPGA REQUIREMENT. FACILITIES AND APPURTENANCES TO WITHIN AVE FEET 36.A PRECONSTRUCTION MEETING IS REQUIRED WITH IT EXISTING UNDERGROUND TELEPHONE OLTSIDE THE BUILDING.COORDINATE WITH MECHANICAL WATERSHED AND CITY STAFF PRIOR TO AT MOBILIZATION 10.ALL EROSION CONTROL ELEMENTS ARE TEMPORARY. CONTRACTOR OR EXACT LOCATION AND DEPTH OF OF CONSTRUCTION EQUIPMENT OR MATERIAL CONTRACTOR TO INSTALL EROSION CONTROL ELEMENTS PRIOR TO a EXISTING OVERHEAD UTILITY CONNECTION WITHIN BUILDING. STAT OF LAND DISTURBING ACTIVITIES.MAINTAIN IN GOOD 3T.A GOPHER STATE ONE CALL IS REQUIRED BEFORE ANY CONDITION DURING CONSTRUCTION AND REMOVE FROM THE STTE IS EXISTING UNDERGROUND GAS TO CONTRACTOR SHALL COORDINATE WITH ARCHITECTS EXCAVATION WORK CAN COMMENCE. UPON COMPLETION OF ANAL PAVING AND NRF ESTABLISHMENT. DRAWINGS TO VERIFY LOCATION.SIZE AND QUANTA OF > EXISTING SANITARY SEWER ALL ROOF DRAINS AND UTILITY CONNECTIONS LIMITS OF 38.ALL WORK MUST BE IN COMPLIANCE WITH THE MINNEHAHA I I.EROSION CONTROL SHALL BE PLACED ALONG TIRE PERIMETER OF PROPOSED SITE PLUMBING ES SHALL HE FIVE CREEK WATERSHED DISTRICT PERMIT FOR THIS SITE. THE SITE EXCAVATION.EROSION CONTROL SHAW O BE PLACED D EXISTING STORM SEWER FEET FROM EDGE OF BUILDINGLNG UNLESS OTHERWISE IT DOES NOT DISTURB THE EXISTING PAVEMENT OR DRIVE LANES NOTED. 39.THEALCTOR IS RESPONSIBLE FOR OBTAINING ALL THAT ARE TO REMAIN.MAT METHODS OF EROSION CONTROL I EXISTING WATERMAIN PERMITS.ITS.ALL PERMIT'S MOIST BE OBTAINED PRIOR TO WILL WO.AND R IS THE CONTRACTOR'S RPSPTNSIBIIITT TO 17 CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS CONSTRUCTION. INSTALL THE MEASURE MOST APPROPRIATE TO THE SBE -s-s- EXISTING FENCE PRIOR TO STARTING CONSTRUCTION. CONDITIONS AND THAT WHICH MEETS THE CITY OF ORONO AND MP;A STANDARDS.GRAPHICALLY SHOWN ON THE PANS FOR - OUSTING CURB IP.ALL WORK TO CONFORM TO CT OF ORONO STANDARDS. COAPT BUT SHALL BE PACED IN THE MOST APPROPRIATE y� /7 ALL COMPLETED WORK IS SUBJECT TO INSFETON BY TIE LOCATIONS NOT TO DAMAGE NG PAVEMENT AND/OR CURBS V///////I EXISTING GRAVEL TO BE REMOVEDCITY UTILITYSEWER UTILITY DEPARTMENT AT A REASONABLE TIME TO REMAIN.DAMAGED PAVEMENT AND/OR CURBS SHALL BE PAID BEFORE BACKE'S... FOR SOLELY BY THE CONTRACTOR.SEE DETAILS AND K•:•::::•:•:: EXISTING BITOMINOUS TO BE REMOVED 19.ALL MATERIALS FOR PROPOSED CONSTRUCTION OR REPAIR SPECIFICATIONS. EXISTING TREE TO BE REMOVED OF EXISTING FACILITIES SHALL BE NEW PRODUCTS DIRECT - O.CONTRACTOR TO PROVIDE TEMPORARY SEED AND MULCH ON FROM THE FACTORY AND FREE PROM DEFECTS. ALL NON-PAVED AREAS WITHIN T DAYS AFTER ROUGH A EXISTING UTILITY TO BE REMOVED 20.WHEN WORKING AROUND EXISTING TEIEPI{O.NE OR GRADING IS COMPLETED.SEED WITH ANNUAL RYE SEED AT oC0 PROPOSED CLEANOUT ELECTRICAL PoIS3.THE CONTRACTOR SHALL BRACE THE 60 LBS PER ACRE AND WOOD MULCH AGER AT 95 ISS PER POLE FOR SUPPORT 1'000 SP. • • PROPOSED SANITARY SEWN 21.WHEN WORKING AROUND EXISTING UTI-TES THAT 13.CONTRACTOR TO PREVENT DIT AND/OR DEBRIS FROM */ PROPOSED WATER SERVICE LINE BECOME EXPOSED,THE CONTRACTOR SHALL PROVIDE ENTERING STORM SEWER OR BONG TRANSPORTED OFF-SDE SUFFICIENT SUPPORT TO PREVENT EXCESSIVE STRESS ON IN AN UNCONTROLLED MANNER.CONTRACTOR TO VERIFY AT . I PROPOSED STORM SEWER THE PIPING.THE CONTRACTOR IS FULLY RESPONSIBLE FOR PROJECT CLOSEOUT THAT STORM SEWER SYSTEM IS CLEAR ANY DAMAGES CAUSED BY FAILURE TO EXACT.IDCATE OF SEDIMENT AND/OR DEBRIS AND IS FULLY FUNCTIONAL. PROPOSED DOWNSPOUT DRAM AND PRESERVE THESE UNDERGROUND FACILITIES. D a1 PROPOSED FLARE END WITH RIP RAP FERNDALE R O A 22.WASTE MATERIALS INCLUDING PAVEMENT REMOVED RESIDENCE DURING CONSTRUCTION.WASTE PIPING AND SUPPLIES. MS PROPOSED ROOF DOWN SPOUT 1005 FERNDALE ROAD H.ORONO,MN TIT CONSTRUCTION DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE ❑C0 PROPOSED DOWN SPOUT CATCH BASIN CONTRACTOR AND SHALL BE REMOVED FROM THE 'Ow PROJECT SITE AND DISPOSED OF PROPERLY RY THE //, PROPOSED CATCH BASIN SA desIS LF shown and des..Ier•Ft Fr b9 al CONTRACTOR. .Fareol. 23.MAXIMUM CROSSSIAPES FOR SIDEWALKS AND ADA O afi.y drawl,.woo TONu and PROPOSED MANHOLE bropNMry and ulnol b u01ee.duple-sled a conener ACCESS ROUTES SHALL NOT EXCEED 2.00,MAXIMUM ® Hans ardY n perwe.*Wok T a M Pan,we S he PROPOSED WELL eae Pa*N Tres.Val Llai SEIand SLOPES FOR HANDICAP ACCESS AISLES SHALL NOT Iwo... LLC.1Rw are arab b MilKl ward EXCEED S0090 ALONG THE PATH OF TRAVEL. i� ii ow...am. LL EN V.Asn W/ .R uMJYb. 24.CONTRACTOR SHALL NOT BLOCK DRAINAGE FROM OR EROSION FIF ES WIl WM.RV`roieaia aM/R smears �0CONTROL AT CB/MH dn000n•R. DIRECT EXCESS DRAINAGE ONTO ADJACENT PROPERTY. -•T. PROPOSED CONSLRUTON ENTRANCE ��':��,,��. C 2016 Uma Van Uwe.116 LA.NNBnR 25.ADEQUATE DRAINAGE SHALL BE ED AT ALL TIMES •IwF DURINGCONSTRUCTION AND ANY DRAINAGE DITCHOR STRUCTURE DISTURBED OARING CONSTRUCTION SHALL BE AETORED IT.TO THE N SATISFACTION OF THE OWNINGNOF AUTHORITY.WT ALL CONSTRUCTION STORM DISCHARGE SHALL COMPLY WITH THE NATIONAL POLLUTANT DISCHAOE Ilan.IT IOW FesNan.HR NSA DRF spec...or wood was ELIMINATION SYSTEM(NPDER REQUTAEMEn-I'S. sepses.ae REAFmyME 1FFI under he •nI oam faOw S ofAll Pnleeeivul EV.,oder 0R Mxs TRICK S.W. iunee m'. 502M dale) DAWN] bob.) NOT FOR CONSTRUCTION -0.2010 12 02-024017 .062017 0Ra.9: CIVIL NOTES AND LEGEND O.,By; P.W.R. Dae: 041N0011 SaMF C200