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GENERAL NOTES
<br />EROSION CONTROL NOTES
<br />LEGEND
<br />1. A U EXISTING INFORMATION TAKEN FROM SURVEY BY
<br />26. ALL STUMPS F OM TREASS REMOVED WITHIN PRILTOCT
<br />I IN L PERIMICIPER EROSION COOPPECIL AT THE LOCATIONS
<br />CORGERST NE LAND SURVITYRING, INC. PEG,JECT NO.
<br />LIMITS SHA BE GROUND AND REMOVED IN THEIR
<br />.
<br />SHO ON THE PLANS PRIOR TO BEGINNING CONSTRUCTION. (HAY
<br />IEOISRTY LINE
<br />STRIE036, DACED OCTOBER 19,2015.
<br />ENTGEE
<br />SALES ARE NOT AN ACCEPTABLE PERINETRE CONTROL)
<br />-S.-T
<br />2. A GEOTECHNICAL EXPLORNTER AND ENGLINITERING
<br />REVIEW WAS COMPLETED FOR THIS SITE BY NO EFC4
<br />TEC NOLOGIES, INC. PROCECT NO. 16.61301. 100 DATEPI
<br />27, ALL SNVEMENT MARKINGS WITHIN EXISTING PAVEMENT
<br />AREAS TO BE REWO ED T. MATCH ICUSTING UINUEEK
<br />NOTED OPPHERWERS.
<br />2. B FORE BEGINNING CONSTRUCTION, INSTALL A TEMMEARY SOCK
<br />CON TRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXOT
<br />EXISTING CAST IRON MONUMENT
<br />FEB. 23,2GI7.
<br />THE CONSTRUCTION SIT. USE 2 INCH OR GREATER DIAMETER
<br />EXISTING CABLE TV PEDESTAL
<br />3. CONTRACTOR M FIELD FIERREY ALL EXISTING CONDITIONS
<br />28. DRAWINGS DO NOT INDICATE AREAS FTEMPUPPRARY
<br />SE RT SYSTEMS. THE CONTRACTOR IS RESPONSIBLE
<br />ROCKI A�ER��ST121NCHES�ICKAC�SS�EE��
<br />WIDTH OF THE ENTRANCE, EXTEND THE ROCK ENTRANCE AT
<br />EXISTING ELECTRIC MANHOLE
<br />INCLUDING LOCATIONS OF EXISTING, UTILITIES, AND
<br />NOCTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
<br />FOR ALL MEANS AND METE DS AND WILL HAVE TOTAL
<br />CONTROL THE TYPES ANT) DESIGN OF ACIL SHORRG,
<br />LEAST 50 FEET IWO THE CONSTRUCTION ZONE, US A
<br />GEOTENTLEFABSED ENEAFFITHEAGGREGATERNORDENTO
<br />EM
<br />F
<br />EXISTING E -TRIC METER
<br />STAFFING CoNSPORUCTION.
<br />SHEETING, BRACING, ANCHORAGES, EXCAVATION SUPPORT
<br />, DIRECTIONAL BOEING, ANGER IAIKONG, -L
<br />PRENNG-0 OFSOILINTOTHEROCEFROM-LOPY. SEE
<br />EROSION CONTROL DISTARS.
<br />fc-P]
<br />EXISTING ELECTRIC PEDESTAL
<br />'L ACL AS DINPOLIKEED BY CONSTRUCTION WHICH ARE
<br />OUT ETHELIMITSOFFAVINGAREMBERESFORED
<br />STABILRATION AND OTHER METHODS OF PROTECTING,
<br />EXISTING SEE SPECIFICATIONS FOR
<br />3. REMOVE ALL BOMB AND SEDIMENTS TRACKED OR OTHERWISE
<br />M
<br />EXISTING ELECTRIC TRIOISFORMER
<br />AND
<br />SUBMITTAL REQUEREMIEN-
<br />DEPOSITE ONTOPUBUCANDPRINATEPAVERESTAREAS.
<br />E BE ON A DAILY BASIS WHEN TRACKIN. OCCURS,
<br />EXISTING LIGHT POLE
<br />5. ALL UTILITY B-MOUTION AND/OR ABANDONMENT TO BE
<br />29. STORAGE AND PROTECTION � EXISTING SITE IOLVTJ BE
<br />SWEEPING MAY BE ORDERED .1 AT -1 TIME IF CONDITIONS
<br />.R- IN ACC OR BAN CE WITH CITY OF ORONG AND
<br />STATE OF MINNESOTA REGULATIONS AND STANDARDS.
<br />WHICH NEED TO BE REMOVEDAN REPLACEDFOR
<br />CONSTRUCTION OF PEDOECT ARE THE RESPONSTEPLITY OF
<br />WAR -T. EW ..N. EFEALL BE MAINTAINED 1.E.UGHOBT THE
<br />DURATION OF THE CONSTRODTION AND DONE IN A MANNER TO
<br />EXISTING GUY WIFE
<br />EXISTINDU LITIESARESEOWDIENTHEIIIAPPROXIMATE
<br />THE
<br />OF SCONTRACTOR, STO AGE SHALL BE WITHIN THE LIMITS
<br />TAGING AREA CON I RACTOR SHATI. PREVENT E
<br />PRE -T DOW KING FILOWN M ADJACENT PROPERTIES.
<br />EXISTING POWER POLE
<br />LDCATI NS� CONTRACTOR TO FIELD VEIRIET THE LOCATION
<br />OF ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS
<br />OR THEFT OF THESE ITEMS AND TO REPLACE AT WNG
<br />4. INSTALL INUST PR ON AT ALL PUBLIC AND PRIVATE U,VPCH
<br />BASIN INUETC, WHICH RECEIVE RUNOFF FROM THE DIRTURBED
<br />EXISTING GAS MANHOLE
<br />N T LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV,
<br />EXPENS..
<br />A EAS. BATCH BASIN INSERTS ARIS REQUIRED IN UNDISTURBED
<br />EXISTING GAS METER
<br />COMPUTER CAP E, FIBER OPTIC CABLE, SANITARY SEWPGt.
<br />WCRM BE M, WCAM, CONDENSATE, ELECTRICAL DUCT
<br />30. CONTRACTOR TO RECORD EX-INIS CONDITIONS AS
<br />NEEDED (PHOTOGRAPHS, VIDEO PHOTOGRAPHY, FIELD
<br />AN AS THAT RECEIVE PGRONE FROM DISTURBED AREAS. NOT.
<br />DAY SALES OR FILTER FABRIC WRAPPING, THE GRAJIMS ARE NOT
<br />EXISTING TELEPHONE MANHOLE
<br />BANK AND WATER MAIN. CONTRACTOR M CONTACT
<br />SURVEYING, ETC l TO ENABLE RECONSTRUCTION TO
<br />EFFECTIVE OR AN ACCEPTABLE FORM OF INLET PROTECTION.
<br />EXISTING TELEPHONE PEDESTAL
<br />GOPHER ONE -CALL BEFORE EXCAVATING.
<br />MATCH EXIS IING CONDIT DNS AS REQUIRED CONTRACTOR
<br />TO DOCUMENT EXISTING CONDITIONS SO THAT
<br />5. LOU TE SOIL OR DIET STOCKPILES NO LESS PHAN 25 FEE r FROM
<br />7. ALL EXISTING UTICITTES AND OTHER IMPROVEMENTS ARE
<br />TO REMAIN UNLESS NOTED OTHERWISIC
<br />RECONSTRUCTED AREAS WILL HAVE FINIONVE DRAINAGE
<br />A PUBLC OR PRIVATE SCADWAYOR DRAINAGE CIIANNFL, IF
<br />REMAINI G FOR MORE THAN SEVEN DAYS, STABILIZE THE
<br />EXISTING SAIRTARY CLEANOUT
<br />SINHIJ,R TO EXISTING.
<br />STOCKPTUFS BY MULCHING, VEGETATIVE CO -R, TARBS, OR
<br />EXISTING SANITARY MANHOLE
<br />S CONPTRA TO PROTECT FROM DAMAGE ALL EXISTENG,
<br />31. WHERE DEMOUPTION, EXCAVATION. UNDERMINING, PICK
<br />OBBLE M- CONTROL EROSION FROM ALLSTOCKPILEBS BY
<br />EXISTING CATCH BASIN
<br />IMPROVEMENTS, LANDSCAPING, STRUCTURES AND
<br />UTILITIES THAT ARIE TO REMAIRL CONTRADPGR TO REPAIR
<br />DRIVING, COMPACTING OR SIMILAR WORK IS TO BE
<br />PLACING SILT BARRIERS AROUND THE PPLES� TEMPORARY
<br />PIPES LOCATED ON SURFACES MUST BE NO LESS
<br />ANY DAMAGE A7P OWN EXPENSE,
<br />PERFORMED AD,JACENT TO OR IN THE IMMEDIATE VICINITY
<br />OF PSTSTING STRUCTURES, THE CONTRACT R �
<br />WOC
<br />THAN TWO FEET FROM THE DRANAGE/GUTTER LINE AND SHALL,
<br />0 ffn
<br />EXISTING STORM DRAIN
<br />9� C WRACTOR TO FIELD VIERIFY THE JCAkCT LOCATION AND
<br />PER BUILDING PURVEYS AN. SCISMIC MCCII-RING.
<br />BE COVERED IF LEFT MORE THAN 24 HOURS.
<br />EXISTING PLARED END SECTION
<br />ELEVATTO OF EXISTING STORM AND SANGN,EY SEWER
<br />C NFRACTUOR IS RESPONSIBLE NOR MONITORING OF
<br />BUILDING AND KEEPING OWNER INFORMILD OF
<br />6. MAINTAIN ALL TEMPORARY EROSION AND SE]AMENT CONTROL
<br />EXISTING WORM MANHOLE
<br />PRIOR TO THE START OF CONSTRUCTION.
<br />OPERNTIONS THAT MAY IMPACT STRUCTURES.
<br />DEVICES IN PLACE UNTIL THE CONTRUEUTDIG DRAINAGE ARIO,
<br />GAS BEEN STARILIZED, INSPECT TEMFORANY EROSION AND
<br />10. PROVIDETHE
<br />32. CARE MUST BE TAKEN DURING CONSTRUCTION AND
<br />SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE
<br />EXISTING HYDRAW
<br />OF PIPE AS FOLLOWS:
<br />EXCAVATION TO PROTECT ANY SURVEY MONUMENTS
<br />DETERIORATED, DAMAGED, OR ROFIED EROSION CONTROL
<br />Q
<br />EXISTING WATER WELL
<br />A. OFF
<br />AND/OR PROPERTY PRONS-
<br />DEVICES --.
<br />::
<br />B EVER BANDA Y SEWER
<br />33, AS A CONDITION OF THE APPROVED SITE PLAN, THE
<br />7. TEMPO �LYORPE��E�����CON�U=ON
<br />(9
<br />EXISTING WATER WELL
<br />E. 2'.-STORMSEWER
<br />APPLICART MUST ISOVID. --BUILT DRAWINGS (PAPER OR
<br />AREA WHICH HAVE SEES EIMSH GRADED, AND ALL AREAS IN
<br />EXISTING WATER M-
<br />ME) OF ALL GRADI G AND STOPMWKIER FEATURES. THE
<br />WHICH G ING OR SITE BUILDING CONSTRUCITON OPERATIONS
<br />11. ALL WORK TO C NFORM WITH CITY OF ORONO AND STATE
<br />OF MINNESOTA STANDARDS AND REGULATIONS.
<br />CONSTRUCTION AE -BUILT BRAWINGS SHALL SPI BUT
<br />ARIE NOT CRATTED TO, SUCH INFORMATION AS THE EXACT
<br />ARE NOT ACTIVELY UNDERWAY AGAINST PLEDSION DUE M RARI,
<br />WINDANDRUNNINGWATERWPFNEN DAY&USESCEDINGAND
<br />EXISTING POST INDICATOR VALVE
<br />SITE, LEN TH, TYPE AND LOCATION OF PIPES; LOCATICIN
<br />MULCHING, E OSPON CONTROL MATTING, AND/OR NEDDING AND
<br />EXISTING WATER MALVE
<br />12, ALL EXCAVATIONS MUST COMPLY WITH THE
<br />AND SIZ OF MANHOLES AND CATCH BASINS; DEPTH AN"
<br />STAKING IN GREEN SPACE AREAS. APPLICATION OF GRAVEL BASE
<br />REQUIREMENTS F OSHA 29 DFR, PART 1926, SUBEART P
<br />-CAMATIONS AND TRENCHE '. THIS DOCUMENT STATES
<br />SLOPES OF PFFENTION BASINS, THE CONSTRUCTION
<br />AS BUILT DRAWINGS SHALL SHOW ALL WORK AS ACTUALLY
<br />ON AREAS TO BE PXVED IS RECONIMENDED FOR MINIMIZING
<br />EROSION POTENTIAL
<br />EXISTING UNKNOWN MANHOLE
<br />ON PARETY IN TH. SOL. RESPONSIBILITY
<br />OF THE CONTRACTOR.
<br />INSTALLED AND AS FIELD VERIFIED BY GENERAL
<br />8. REMOVE ALL TEMPORARY SYNTHETIC, STELICTU-,
<br />EXISTING SOM BOEING
<br />13. CATE BASINS AND MANHOLES ARE SHOWN ON PLAN
<br />CONTRA- A SIGNED LETTER ON COMPANY
<br />SLETTERHEADATTESTI GTOACCJRACYOFTHEA`B"MM
<br />HA L BE SUBMITTED TO I HE CIVIL ENGINEER WITHIN 30
<br />NON -BIODEGRADABLE EROSION AND SEDIMENT CONTROL
<br />DEVICES AFTER FEE SITE HAS UNDEFEK)RE FINAL STABILIZATION
<br />11 TEIG CONIFEROUS -1
<br />EXISTING DECIELIOUS FREE
<br />LARGER THAN ACTUAL SIZE. CO RDINATE LOCATION OF
<br />.0- COVER AND EASTEN. SO THAT IT IS 1R.P.-
<br />DAYS OF COMPLETING ALL SITE WORK.
<br />AND PREACIPENT VEGETATION GAS BEEN ESTABLISHED, MINIMUM
<br />VEGWON ESTABLISHMENT IS 70X COVER, MAINTAIN ALL
<br />EXISTING SPOT ELEVATION
<br />LOCATED AT THE BACK OF CURB LINE FOR THE CURB
<br />INUETSOREENTERE INTHEARISAASSHOWRONTHE
<br />34. THE CONTRACTOR SHALL PROVIDE A CONTINUOGS,
<br />ACCESSIBLE AND SAFER PEDESTRIAN WALKWAY THAT
<br />TEMPORARY EROSION CONTROL DEVICES UNTIL 70%b
<br />ESTABLISHED COVER IS ACHIEVE.
<br />95o,o
<br />EXT ROD '._Uu_
<br />PLAN FOR THE AREA DRAPNS AND MANHOLE COVERS.
<br />MEETS ADA AND MR MUTCD WANDARDS IF WORKING IN A
<br />9� READY MIXED CONCRETE AND CONCRETE BATCH PLANTS
<br />14. PROVIDE BARRICADES AT S- AND SIDEWALKS PER
<br />SIDEWALK AREA, AND TRAFFIC CONTROL FIGI MN MUTCD
<br />PROHIBITED WITHIN THE INTELIC EIGHT 0- UNDER NO
<br />EXISTING UNDERGROUND ELECTRIC
<br />Cl7f OF ORONO REQGIREMENTS.
<br />REQUIREMENTS MR WORK IN THE PUBLIC RIGHTOR-WAY.
<br />CIRCUMSTANCES MAY WASHOUT WATER DRAIN ONTO THE PUBLIC
<br />EXISTING UNB.RG.OUN. CALL. TV
<br />15. SITE UTILITY CONTRACTOR TO FURNISH AND INSTALL ALL
<br />35. ALL CONSTRUCTION WORK SPIALL BE COMPLETED WITHIN
<br />SHIFT OF WAY OR TWO THE STORM SEWER. CONTRACTOR SHAUL
<br />BERES INSIBLE FOR PREYVEDINGDESENNATED CONCRETE
<br />.R.AP , SAN-- E.WER AND WORM E -E
<br />C ITY OF ORONO APPROVED WORKING HOURS.
<br />WASHOUT AREA THAT COMILDES WITH MMA REQUIREMENT.
<br />EXISTING UNDERGEOUNG 11D.F GETIC
<br />FACILITIE AND APPURTENANCES TO WITHIN FIVE FEW
<br />36. A PRECONSTRUCTION MEETING IS REQUIRED
<br />EXISTING UNDERGROUND TELEINRTNE
<br />OUT IDE THE BUILDING, COORGINATIR WITH MECHANICAL
<br />C NTRAkLPOR FOR ENACT LOCATION AND DEPTH OF
<br />CONNECTION WITHIN BUILDING.
<br />WATEEFHKD AND CITY STAFF PRIOR TO ANY MOBILIZYDON
<br />OF _AYENCTON EQUENMENT OR MATEELL.
<br />I(L ALL EROSION CONTROL ELEMENTS ARE TEIWPO
<br />CONTRACTOR TO INSTALL EROSION CONTROL ELEMENTS PRIOR TO
<br />START OF LAND DI RBINe ACTIVITIES, MAINTAIN IN GOOD
<br />EXPWRIG OVERPEAL LOILLITY
<br />16. CONTRACTOR SHAU COORDINATE WITH ANCHITECTS
<br />37. A COPHER STATE ONE ALL IS REQUIRED BEFORE ANY
<br />N WORN CAN C.MMIGN-
<br />BOND ON DURING CONSTRUCTION AND REMOVE FROM THE SITE
<br />UPON COMPLEFTOR OF PANING AND TURE ESTABLISHMENT.
<br />EXISTING UNDERGROUND GAS
<br />DRAWHIGS TO VERIFY LOCATOON, SIZE AND QUANTITY OF
<br />ALL ROOF DRANS AND UTRFPY CONN C110- LIMITS OF
<br />38, ALL, WORK MUST E IN COMPLIANCE WITH ME MINNEITURA
<br />11. ERB ION CONTROL S� BE PLACED ALONG THE PERIM OF
<br />XISTING SANFARY S. -H
<br />PROP BED SITE PLUMBING FACILPTLES SHAUL, BE EVVE
<br />EDG. 01 UILDING UNLESS OTHERWISE
<br />CREER -H.. IWNCCT PPNE- FOR TH. BIT..
<br />THE SPER EXCAVATION. EROSION CONTROL SHAL BE PLACED SO
<br />a DOES IN T DISTILRB THE EXISTING PAVEMENT OR DRIVE LANES
<br />EXISTING WORM SIOVEIR
<br />NOTED.
<br />- THE C.-RACTIOR IS REEPONSIBLE ME -N. ALL
<br />THAT ASK TO REMAIN. MANY METHODS 01 EROSION C.RGL
<br />EXISTING WATEIRMAIN
<br />17, CONTRACTOR SEA U OBTAIN ALL REQUIRED PERMITS
<br />PERMITS. ALL PERMITS MURST BE OBTAINED PRIOR TO
<br />CONSTRUCTION.
<br />WILL WEEK AND IT IS THE CONTRACTOR E RESPONSIBILITY TO
<br />INSTALL THE MEASURE MOST APPROPRIATE M THE SGIS
<br />EXISTING F..C.
<br />T. STARTING COSSIBLICTIOR.
<br />CONDITION AND THAT WHICH RIBETS THE CI OF ORONO AND
<br />18, ALL WORK TO CO FORM M CITY OF ORONO STANDARDS.
<br />MBCA STANDARDS. GRAPHICALLY SHOWN ON THE PLANS MR
<br />EXISTING CURB
<br />ALLCOMPLEIREJEWO ISSUBJECTTOINSPECTIONSYTHE
<br />CLANITY BUT SONALL BE PLACED IN FILE MOST APPROPERANE
<br />�CAnONSNMTOMMGECXISTING�MEn�/0 CUBES
<br />EXISTING GRAVEL TO BE REMOVED
<br />C SEWER MILITY DEPARTMENT AT A REASONABLE TIME
<br />BENORE BACKRUINEL
<br />TO REMAIN. DAMAGILB PAVEMENT AND/ OR CURIAS SHAU. BE PAID
<br />FOR SOLELY BY THE CONTRACTOR, SEE DETAILS AND
<br />EXT TING BITUMINOUS TO 11 RENRYIED
<br />19. ALL MATERIALS MR PROPOSED CONSTRUCTION OR REPAIR
<br />SPECIFICATIONS.
<br />E STING TRINE TO BE REMOVED
<br />OF ENTSTING FACILITIES SHALL BE NEW PRODUCTS DIRECT
<br />CONTRACTOR TO PROVIDE TEMPORARY SEED AND MULCH ON
<br />FROM THE FACTORY AND FREE FROM BEFECTS.
<br />ALL NON- VED AREAS WITHIN 7 DAYS AFTER ROD IT
<br />EXISTING UTILITY TO BE REMOVED
<br />20. WHEN WORKING AROUND EXISTING TELEPHONE OR
<br />GRADING IS COMPLETED. SEED WITH ANNUAL FIVE SEED AT
<br />ODD
<br />PROPOSED CLEANOBT
<br />ELE CA1, MILES, THE CONTRACTOR SHKLL BRACE THE
<br />POLE FOR SUPPORT.
<br />60 UPS PER ACRE AND WOOD MULCH FIBER AT 45 LES FEE
<br />I.00G BF.
<br />PRO EUG SAN -EY s-
<br />21. WHEN WORKING AROUND EXISTING UTILITIES THAT
<br />13. C N`PRACR TO PREVENT DIRT AND/OR DEBRIS FROM
<br />W
<br />PROPOSED WATER SERVICE LINE
<br />BECO EXPOSED, THE CONTRACTOR $HALL PROVIDE
<br />C SUP -ST T. NT EXCESPIVE -BE ON
<br />EN RING STORM SEWER OR BEINGTEhNSFORTED ONE -SPIE
<br />IN AN UNCONTROLLED MAN NINE. CONTRACTOR TO VERIFY AT
<br />PROPOSIT. WORM S
<br />THE PIPING. THE CONTRACTOR 15 FULLY RESPONSIBLE FOR
<br />PROJECT LQIIECUTTHAT STORM SEWER SYSTEM ISCLEAR
<br />ANYDAMAGESCAUNEDBYFAILURETOPCL, LYLOCATE
<br />OF SEDIMENT AND/CR DEBRIS AND IS FULLY FUNCTIONAL,
<br />PROPOSED DOWNSPOUT DRAIN
<br />AND PRESERVE THESE UNDERGROUND FACILITIES.
<br />PROPOSED FLARE END WITH RIP RAP
<br />WASTE MATERIALS INCLUDING PAVEMENT REMOVED
<br />DURING CONSTRUCTIDIN WASTE PIPING AND SUPPLIES,
<br />PROPOSED ROOF DOWN SPOILT
<br />CONSTRUCTION DEBRIS AND EXCESS EXCAVATED
<br />MATERIAL SHALL B COME THE PROPERTY OF THE
<br />o'.
<br />PROPOSED DOWN SMUT CATCH BASIN
<br />CONTRAE RANDSHALLBEREMOVEDEROMILLE
<br />PROJECT SITE AND DISPOSED OF PROPERLY BY THE
<br />PROPOSED CAME BASIN
<br />CONTRACTOR.
<br />0
<br />PROPOSED MANHOLIS
<br />23. MAXIMO CROSS -SLOPES MR SIDEWALKS AND AGA
<br />ACCESS ROUTES SHALL NOT EXCEED 2BM. MAXIMUM
<br />PREYPOSWI WELL
<br />s -PES So. -.I ACCESS AISLES S -L NOT
<br />SILT FENCE
<br />EXCEED 5.00% ALONG THE PATH OF TRAMEL,
<br />IID-AGII-111
<br />EROSION CONTROL AT C./M.
<br />:1-ION-MIS-NITI
<br />DIRECT EXCESS DRADAGBE ONTO ADJACENT PROPERTY.
<br />PROPOSED CONSTRUCTION ENTRANCE
<br />5� ADEQUATE DRAINAGE SHALL BE MAINTAINED AT � TIMES
<br />DURING CONSTRUCTION AND ANY DRAINAGE -H OR
<br />STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BIS
<br />RESTORED TO THE SATISFACTION OF THIS OWNING
<br />ADEPTYRITY, A L CONSTRUCTION ITIRM RUN.11 SHALL
<br />C NIPLYWITNTHENATIONALPOLUBTASTDISCHARGE
<br />ELIMINATION SYSTEM (NMES) REQUIREMENTS,
<br />TRAVIS VAN LIERE STUDIO
<br />LANDSCAPE ARCHITECTURE
<br />211 IST STREET NORTH, SURE -
<br />MINNEAPOLIS, MN SSIH
<br />1 6127411)(1,1114
<br />PIERCE PINI
<br />ASSOCIATES
<br />9298 CENTRAL AVENUE NE,
<br />SUITE 312
<br />BLAINE, MN 55434
<br />TEL 763.537.1311
<br />FAX 763.537.1354
<br />FERNDALE ROAD
<br />R E S I D E N C E
<br />1895 FERNDALE ROAD W, ORONO, MN 56391
<br />d..N.. � - n1NA1 h..,, d.dN .11
<br />-1 d -IF, F�� - PFrfi.. th-,
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<br />At, ft -
<br />0 C�pynght 2016 1-. - Lt.. ftdl.. - All dIft
<br />h -by
<br />:�P.by.111 111y,11-p-1-IdthIll
<br />d�l, L I,d P -i -I E,C -B, ft
<br />_S_.MNAA
<br />PATRICK EVEOM
<br />N-; NOT FOR
<br />CONSTRUCTION
<br />I.. R.
<br />IS.. E
<br />-6-7
<br />-g:
<br />CIVIL NOTES
<br />AND LEGEND
<br />D. By: P.W s.
<br />0." ov-017
<br />Sh- C200
<br />
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