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- The oriertelicr oh This beerdg system is hosed 0505 he wrrecordedplot of NOR TURFS! FAMILY SF0 54CC CENTER ADO//ION.
• Al the lime these Prcpotcd Access Essemeole core critter the p/ofof NOR INSIST FAMILY SF0 14CC CENTER ADDITION was not recorded.
Sold plot rngsL be recorded prior Is tf coo estenrohle Uciog recorded
PROPOSED ACCESS EASEMENT DESCRIPTIONS
Proposed Cross Access EoseoreotCEAP ForestLot I. Sleek I. NOR Ff1015! FAMILY SERS4CF CENTER ADDITION
An eoserneht for cross sheets porpeses ossr sod echoes hot pert of 10! I. Block 1,NOR I?? 01ST FAMILY SERUICE CENTER ADDITION. herrepio Co,,rrly MinoseetO descrded oh IM/sosI
Cemmeocirg ot the hooth see? corner stoolS Lot I. Block I, NOR TRSEST FAMILY SF0 lICE
CENTER ADDITION; thence or or ossoored Seori,rg of North DO degrees 02 mire? so .58
seconds hUe?, oloeg the west Ore of said let I, Block t, 0 diotoree of 295.78 feel to theFobS of legineing of the eseemeot to Oe described; fresco csrtbosklg North DO degrees 52miroteojfseceodo Wee?. 0/5005010 000tlhtesdistooceof2O.CR/eetI thence South 59
degrees 50 oc/roteb dJ secOnds Feet. 0 distmrce 01 tIDY/I lost; thence South 52 degreesAD rni,rotes 42 seconde Eoet. 0 distmrce of 57.5, feet; theme South 85 degrees 38
mOo/es 2? records Foe?, 0 5/5150cc of 7555 hoer1 theocercrrheertenly a diolooce oh
8028 feel c/erg 0 tmrgertiet curse. cencose Is the oertLeeeo? hoslog 0 rodeO of 75.00 feel
erR o cerlrol erg/c 01 8? degrees lb In dhoecol/Rs Is Ice rhrlheetter/y crc 0? sold
so! Block?; Ihecce SoothjR deg rers 2orolroteetjeecOedsEottr/00900idrrertheosfer/y tIre o dieter/ce 01 5350 feet; ?reece South 63 degrees 28 orinotee 43eecerdo West, e 100100cc of 48.42 feeL If eoce North hR degrees 38 minutes 21 seconds_j. 0 Oslence or 13201 leer; trerce North 82 degrees AR cr100105 42serhrdo West,dir/once 018744 feet; thence North 59 degrees Sg m/retch 53 seconds Welt, o 610104ccof 11651 feel to lb poinl of begir/reg of lheeooemelt deenri/ed
A/so o33.D0 tool ldeeotemeat her cross access porposes seer end ecroet trot port of LotSleek I, elORTh?llEST FAMILY SER CE CENTER ADDITION. Herrepbo Co-ty. ljkrreestn "s cotterFoe of sold eebeo/eht if deerribed so To//ass
Commencirg 01 the rorgteeoi emcee 01 sold Lot ?, Blocs t, NOhIllltEST TAStILY SE/SlICE
CENTER ADO/ITOh; thence on on 005omed Oeoring of Sooth DO degree 20 mbytes 57
eecordoloet, e/eng The euestlb,reelsold Lot t.Block,.sditlsrceelt4Rs7 feel teo
corner of slid tel I. Block I: thence .,in85 degrees 58 mIootes 55 oeconds Cott clrng
0000thtdeo?soldLolt.BIbcktodiStOrceoT70341eettotheToto?beRIm05RotThe
center line to be described Ihence Norfh RD degrees 30 minute JO 30 seconds West.
diet once of 4/IRS ted; ths,tceoOrlherllt 0 dIe/once 01 01.35 feet sf00/I 0 tmgentot broscercomletheeoothecbnRorodi000TtS2.Ro feet old o control eng/eOft9 degrees lbmirofes 30 srcohdo to the north Are 0? slid Lot I. Blocki end s,id eerier/inc there
termdotdg
Theside tire, o/soideosemert ore prolonged or shortened to termmnote en the 00(1/I old00db Ides 0? sold Lot t, Block 1.
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CROSS ACCESS EASEMENT EXHIBIT
FOR
CEAP, INC. & INDEPENDENT SCHOOL DISTRICT NO. 279
GRAPHIC SCALE
inch : 2
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268.00
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--;;c ^1111e, Lona EllmlItl'y School Polo"501 2. 8/oak I. osSEOSCRooLlrcLaWLANE ADDITION
o9,
g85 '> R ACCESS EASEMENT BLOCK ONE SCHOOLS RILLOW LANE AOD/flOt p County, icr II ão 1 Block DSSEO
02 minutes j6 us Ecst,-1 co,re, of to' 2, Block 1. OSSEO SCHOOLS WIJeOW^LANFZ! k, 1 6.62 -9 the .,I file of slid Lot 2 "w
36 Est, o1r,, soid cost Ln^ . d;It.n 2600 Met, then North 119 degree,9 o, no,
disloroo of 79.8J feel; lhorce North 00 do;,- D4
TER LINE OF- no c'n"ll orgm of OS degree, l c,,,,t" 2 In,,, h , the north Uns ot slid
ACCESS CASEVEIT 17"'hence North 89J.122 fee'; theIce South 66 degrees J9 nnin.te, 30 second, Elsf. 0
es
the cl h.ilng I Ildi.s c/ Iga5o feel , control ,gl, of 06 degrees 9 44
1 In
-c .1 11.55 feel; Lhorce southerly Ind cs,tc,l, . distorce of 4558 tell
,gl, 90 degree, 03 nrInuts, 45 second'; the,c, South 89 do
El"Ett "o"" describedAt
50 F ICpao
I I tppbYdytY (hot This yi- pd It
duly registered Lord ScrOO ws of The Slotsbr 006cr the lo
Land Surveyors & C1 Engineers, Inc.
of tr,rresOto
19421 Dole 9-P5-20100-'..'LI
805 No. R;opd- S?;rrreo:lo Licensed 5004 Sureo'ceb
C etit-e,Oeesl I.sd Soesesrrec, oeess, leo 'thOe,seeed
Resfoedi North-South port of tom! end Cc— 6-O5"2Dlt
NORTHWEST FAMILY SERVICE CENTER ADDITION
PRELIMINA R Y COPY 6109111
R. T. DOC. NO.
C. R. DOC. NO.
KNOW ALL MEN BY THESE PRESENTS: That Independent School District No. 279, a Minnesota body politic and corporate, feeowner of the following described property shunted In the County of Hennepin, Slate of Minnesota to vii:
Let 3, Block I, Osseo Schools Willow Lane Addition, except that po -1 embraced within the plat of Center Brook Addition
Hennepin County, MinnesotaAbs/rant Properly
And
That port of Lot 3, Block I, Osseo Schools Willow Lane Addition, embraced within the p/al of Center Brook Addition.
Hennepin County, MinnesotaTorrens Property
And that Community Emergency Assistance Program, Incorporated, a Minnesota corporation, fee owner of the following describedproperly situated in the County of Hennepin, State of Minnesota to vii:
Lot I, Block t, Center Brook Addition.
Hennepin County, MinnesotaTorrens Property
And
Lot 4, Block I. Replat of Block 2 Lang Addition.
Hennepin County, MinnesotaTorrons Property
Have caused the some to be surveyed and platted as NORTHWEST FAMILY SERVICE ADDITION and do hereby donate anddedicate to the public for public use forever the public way and the drainage and utility easements as shown on this plot.
In witness whereof said Independent School District No. 279, a Minnesota body politic and corporate has caused these presentsto be signed by its proper officers this _____________ day of ____________________________, 201.
INDEPENDENT SCHOOL DISTRICT NO. 279
School Board Chairperson
STATE OF MINNESOTACOUNTY OF_______
The foregoing instrument was acknowledged before mc this _______________ day of _______________________• 201, by__________School Board Chairperson and by _____________________, Clerk of independent School District No. 279, aMinnesota body politic and corporate, on behalf of the corporation.
Notary Public, _________________ County, Minnesota.My Commission Expires
I Bloke L. Rivard do hereby certify that this plot was prepared by me or under my direct supervision; that I am a duly LicensedLand Surveyor in the Stole of Minnesota: that this plat is a correct representation of the boundary survey: that all mathematicaldo/a and labels are correctly designated an this plot; that all monuments depicted on this plot have been, or will be correctly setwithin one year; that all water boundaries and wet lands, as defined In Minnesota Statues, Section 505.01, Sudd 3, as of the dataof this certification are shown and labeled on this plot; that all public ways are shown and labeled on this plat.
Dated this _________ day of , 201
Blake L. Rivard, Licensed Land SurveyorMinnesota License Na. 19421
STATE OF MINNESOTACOUNTY OF
This Instrument was acknowledged before me this day of 201,
by Blake L. Rivard, Licensed Land Surveyor, Minnesota License Number 19421.
Notary Public. _________________ County. Minnesota.My Commission Expires
BROOKLYN CENTER, MINNESOTA
This plot of NORTHWEST FAMILY SERVICE CENTER ADDITION was approved and accepted by the City Council of the City ofBrooklyn Canter, Minnesota of a regular meeting thereof held this day of , 201.
If applicable, the written comments and recommendations of the Commissioner of Transportation and the County HighwayEngineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments andrecommendations, as provided by Minn. Statutes Section 505.03, Ssbd. 2.
CITY COUNCIL OF THE CITY OF BROOKLYN CENTER, MINNESOTA
By Mayor By Manager
TAXPAYER SERVICES DEPARTMENT, HENNEPIN COUNTY, MN
I hereby certify that taxes payable in __________ and prior years have been paid for lend described an this plot.
Doted this 20 day of , 201.
Jill L. Alversnn, Hennepin County Auditor
By Deputy
SURVEY DIVISION, HENNEPIN COUNTY, MINNESOTA
Pursuant to MINN. STAT. Sec. 383B.565 (1969), this plot has been approved this
William P. Brown, Hennepin County Surveyor
day of 201
In witness whereof said Community Emergency Assistance Program, Incorporated, a Minnesota corporation, has caused thesepresents to be signed by its proper officer this ______________ day of • 201_.
COMMUNITY EMERGENCY ASSISTANCE PROGRAM, INC.
President
By
REGISTRAR OF TITLES, HENNEPIN COUNTY, MINNESOTA
I hereby certify that the within plot of NORTHWEST FAMILY SERVICE CENTER ADDITION was filed in this office this
day of • 20l. at____________ o'clock _M.
Michael H. Cunniff, Registrar of Titles
By Deputy
STATE OF MINNESOTACOUNTY OF_______
The foregoing instrument was acknowledged before me this _________________ day of _______________________, 201,by Byron Laher, President of Community Emergency Assistance Program, Incorporated, a Minnesota corporation on behalf of
the corpora/Ion.
Notary Public, County, Minnesota.
My Commission Expires
COUNTY RECORDER, HENNEPIN COUNTY, MINNESOTA
I hereby certify that the within plot of NORTHWEST FAMILY SERVICE CENTER ADDITION was recorded in this office this
day of , 20l, at __________ o'clock M.
Michael H. Cunniff, County Recorder
By MIDWESTDeputy
Land Surveyors & Civil Engineers, Inc.
SHEET 1 OF 2 5NLLt
DETAIL NORTHWEST FAMIL SERVICE CENTER ADDITION
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FOR THE PURPOSE OF THIS FLAT, THE SOUTHERLYMOST LINE OF LOT 3, BLOCK I. OSSEO SCHOOLSWILLOW LANE ADDITION IS ASSURER TO BEARING OFSOUTH 88'51'43" WEST.
O .- DENOTES 712 INCH BY 14 INCH IRON PIPE MONUMENT SET,MARKED WITH A PLAST1C CAP INSCRIBED RIVARO RLS l9-42I
• - DENOTES FOUND MONUMENT
- DENOTES FOUND CHISELED "X"IN CONCRETE
- DENOTES FOUND JUDICIAL LANDMARK JLM
SET PER TORRRENS CASE NO. 16644
__wso o LoI 3, -.
QSSEO SCHOOLS RLLOW LANE AUG/""
NN ________________________________________________________________________
'__ ESSI 11W of 101 7. B/OW I.
CENTER DRO ADD)os INH N00 0236 W
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0 436.02
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NO6 20 57 J5OS REPEAT OF
50
BEECH 2 LANG ABDI00
w so o oI . 0100 I,
REPEAT OF BLOCK 2 LANG AOOIUON
Ii MIDWESTLand Surveyors & Civil Engineers. Inc.
TAXPAYER SERVICES DEPARTMENT, HENNEPIN COUNTY, MN
I hereby certify that laces payable is ______________ and prior years have been paid for land described on this plot.
Dated this 20 day of , 201.
Jill L. A/carson, Hennepin County Auditor
By_________________________________ Deputy
SURVEY DIVISION, HENNEPIN COUNTY, MINNESOTA
Pursuant to MINN. STAT. Sec. 3839.565 (1969), this piet has been approved this ________ day of
William P. Brown, Hennepin County Surveyor
By
20!
NORTHWEST FAMILY SERVICE CENTER ADDITION
KNOW ALL PERSONS BY THESE PRESENTS That Independent School District No. 279, a Minnesota independent school district,
fee owner of the following described properly situated in the County of Hennepin, Stale of Minnesota to wit:
Lot 3, Blank I, Osseo Schools Willow Lane Addition, except that part embraced within the
p/al of Center Brook Addition.
Part of the easterly boundary of said land has been marked by Judicial Landmarkspursuant to Order in Torrens Case No. 16844.
And
That part of Lot 3, Block I, Osseo Schools Willow Lane Addition, embraced within the
plot of Center Brook Addition.
And that Community Emergency Assistance Program, Incorporated, a Minnesota corporation, fee owner of the following described
properly situated in the County of Hennopin. Stole of Minnesota to wit:
Lot I, Block I, Center Brook Addition.
I Blake L. Rivard do hereby certify that this p/si was prepared by me or under my direct supervision; that I am a duly LicensedLand Surveyor in the State of Minnesota; that this plot is a correct represeolalion of the boundary survey; that all mathematical
data and labels are correctly designated on this pint; that all monumenis depicted on this plot have been, or will be correctly setwithin oneyear; that all water boundaries and wet lands, as defined in Minnesota Statues, Sec, 505.01, Sukd. 3, as of thedate of this certification are shown and labeled on this plot; that all public ways are shown and labeled on this plot.
Dated this day of _.._, 201
Bloke L. Ricard, Licensed Land Surveyor
Minnesota License No. 19421
STATE OF MINNESOTACOUNTY OF
This instrument was acknowledged before me this _________ day of __________________, 201.
by Bloke L. Rivard.
And
Lot 4, Block I, Replat of Block 2 Lang Addition.
Have caused the some to be surveyed and platted as NORTHWEST FAMILY SERVICE CENTER ADDITION and do hereby donate anddedicate to the public for public use forever the public way and the drainage and utility easements as shown on this plot.
In witness whereof said Independent School District No. 279, a Minnesota independent school district has caused these presents
to be signed by its proper officers this day of , 2D1..
INDEPENDENT SCHOOL DISTRICT NO. 279
School Board Chairperson
STATE OF MINNESOTACOUNTY OF________
The foregoing instrument was acknowledged before me this _______________ day of _____________________ , 201 ................, by-, School Board Chairperson and by , Clerk of Independent School District No, 279.
a Minnesota independent school district, on behalf of the district.
Notary Public, County, Minnesota.
lAy Commission Expires
In witness whereof said Community Emergency Assistance Program, Incorporated, a Minnesota corporation, has caused these
presents to be signed by its proper officer this day of 201 -.
COMMUNITY EMERGENCY ASSISTANCE PROGRAM, INC.
President
STATE OF MINNESOTACOUNTY OF
The foregoing instrument was acknowledged before me this _________________ day of , 201,
by Byron Laher, President of Community Emergency Assistance Program, incorporated, a Minnesota corporation, on behalf of
the corporation.
Notary Public, ________ County, Minnesota.
My Commission Expires
BROOKLYN CENTER, MINNESOTA
This plat of NORTHWEST FAMILY SERVICE CENTER ADDITION was approved and accepted by the City Council of the City ofBrooklyn Center, Minnesota at a regular meeting thereof held this day of , 201 ....
If applicable, the written comments and recommendations of the Commissioner of Transportation and the County HighwayEngineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and
recommendations, as provided by Minn. Statutes Section 505.03, Solid. 2.
CITY COUNCIL OF THE CITY OF BROOKLYN CENTER, MINNESOTA
By Mayor By -- Manager
REGISTRAR OF TITLES, HENNEPIN COUNTY, MINNESOTA
I hereby certify that the within pisi of NORTHWEST FAMILY SERVICE CENTER ADDITION was filed in this office this
day of __________, 201, at o'clock _M.
Michael H. Cunniff, Registrar of Titles
By Deputy
Notary Public, County, Minnesota.
My Commission Expires
MIDWEST
Land Surveyors & Civil Engineers, Inc.
- SHEET I OF 2 SHEETS
—=-
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0 KS
DETAIL
NOT TO SCALE NORTHWEST FAMILY SERVICE CENTER ADDITION
N 7
4 \
Sol 'OB'l7E.a 05
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FOR THE PURPOSE OF THIS FLAT. THE MOST SOUTHERLY LINEOF LOT 3, BLOCK I, OSSEO SCHOOLS WILLOW LANE ADDITION
/5 ASSUMED TO BOAR/HO OF SOUTH 8851 '43- WEST.
5°s\ \ \\
o - DENOTES 112 INCH BY IA INCH IRON PIPE MONUMENT SET,MARKED WITH .4 PLASTIC CAP INSCRIBED RIVARD RLS 19421"
• - DENOTES FOUND MONUMENT
DENOTES FOUND CHISELED X IN CONCRETE
- DENOTES FOUND JUDICIAL LANDMARK JLM"
GET PER YORRRENO CASE N0.10644
2o57W (f54O.fOETL OFBLOC'< 2 LANG AODI000)
Ii- of loI 4. 0ok I. 400/009REPLAF OF BLOCK 2 LANG
MIDWEST
Land Surveyors & Civil Engineers, Inc.
SHEET 2 OF 2 SHEETS
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WPP ITIMUTRIMIKE SCYORLAURGE PRESIDENTHEISH CONSTRUCTUNB52-TXTYRTR2ASCUOXAOORICLSULA.EHA
SWPPP ON SITE SOPEHTROXR/ARTARATTOTI1.
ALL INFORMATION WITHIN THEPLAN SET IS TO BE USED INACCORDANCE WITH THE SWPPPNARRATIVE AND THE LATESTCONSTRUCTION DOCUMENTS.
TURF ESTABLISHIENT:
I. SEE LANDSCAPE HACHIREGT PLANS.
BEFDH/I'APTERCRNSTTUCEONI lEOTISTHUETON(
SWPPP Oil SITE SAPERI.TSUR/CONTTHGTOH IS THE PARTY RESPOILSIOLE TO
OOE RSEE THE IMPLEAENT&OOII OF THE SWPPP MID INSTALlATION. INSPECTIONAND M2LNTANXAICE OF THE RROSON PAEVENDON AND SEDIMENT GOIITRBL RAP'eBEFORE, DURING AND AFTER CO&STTUGTHN UNTIL FINAL STKOLIZHTION ABS BEEN
ESTYTSSIIEB ARID THE 'NOTiCE OF TERMINATION' S SUBMITTED.
I
T T PROJECT AREAROT TIORBTED IIWEHIROUS sTWA'IA4BL SiM ]5.OR(TOTAL ESTIMATED PERVIOUS 1.00 I D.RT
l'TmES ANION
BMP'S ISILT FENCE OFAYOSIOII MIS SEDIMENT EOIITTDLITRSHEGTORI
FLARED END INLET PRRTKCT.I I ATTOO
NORTH
e ED, 120
STOMWER POLLUTION PREVENTION PLAN
TRO'
GENERAL NOTES
ALL EXISTING INFORMATION TAKEN FROM A PRELIMINARYSURVEY BY MIDMCST flUID SUBVEYOT5 AXED dIlLENGINEERS.INC., VAlOUR. AWl, DATED JXYIUANT 21, 20101110 A PREI1RITIRIBO SUOVEY BY LOUCBS ASSOCIATES.MINNEAPOLIS. MN. PROJECT NA. 03-083.
2.SUBSURFACE GEOTECHNICAL INVESTIGATION IBAS PERFORMEDAS PART OF ORIGINAL PROJECT BY STS CONSULTANTS.
3.CONTRACTOR TO FIELD VEBFX ALL EUISYNG CONDITIOTISINCLUDING LOCUTIONS OF ALL PUBLIC AND PRIVATEUTILITIES, AND NORFT ENGINEER OF 1110 DISCTTEPOIVCIESPRIOR TO STRAYING CORISORUCTIOTI.
B. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS AXE TOREMAIN UNLESS RIOTED OTIIEITBISE. SEE REMOVALS PLAIN13.0 1010 0.I FOR MORE DETAILS.
S. CONTRACTOR YR PROTECT FROM DXMUGE ALL EXISTINGIMPROVEMENTS. LBYIDSCBPING. STRUCTURES MXIX UTILITIESTRAY ARE TA REWRITE. CONTRACTOR TO REPAIR AYES SOlACEAT 06N EXPENSE.
6. ALL WORK TO CONFORM WITH CITY OF RR000LRTI CENTERAND STARE OF MINNESOTA STANDARDS AND REGULATIONS.
3. ALL EXCAVATIONS MUST COMPLY WITH THE REOUIREMEHTS
OF OSHA DR CFR. PART 1R26, SUBPART P "EXCAVATIONSMID TRENCCES. THIS DOCUMENT STATES TTBRT EBG,RAAYOHSAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
0, CATCABASINS MAID IAAAVAOI.ES RITE SAGA ON P1.121 LARGER00111 ACTUAL SIZE. COORDINATE LOCATiON or LIVAIVOLECOVER AND CASTING SO THAT IT IS PROPERLY LOCATED ATTHE BRCO OF CURTLINE FOR TOE CURB INLETS DRCENTERED IN TOE MCXI AS SHORN ON TRE PLAN FOR TOEAREA CONIES 1015 NARYILULE COVERS.
9. PROVIDE TRAFFIC CONTROL AT STREETS AND SICEBIULUS PERCITY OF BROOKLYN CENTER AND MMXTCD REUUIREMEIITS.
AD. ANY IHDTR PERFORMED OUTSIDE THE PROPERTY BOUNDARIES
MOST RE APPROVED BY DEWIER ROAD All. REGULATINGGOVERNMENT AGENCIES AXIS XPPXOPRIATE PERMITS MUST RE
OBTXIAIRO.
GRADING NOTES
I. PROPOSED SPOT ELEVATIONS AND CONTOURS RAE TO YAPrlOF GRADE, PAVEMENT DR CUER LINE, UNLESS OTOERRPSESPECIFIED.
2. CONTRACTOR TO PREVENT DIRT MIX/OX DEBRIS FROMENTERING STORM SEWER OR BEING TB.A3SPORYEO ATF-SITEIN XII UNCONTROLLED HER. CONTRACTOR BA VERIFY ATPTRJEGT CLOSE-OAT THAT STORM SEVER SYSTEM IS CLEAROF SEOIMEIIT RIO/OR DEBRIS lOIS IS FULL' FUNCTIONAL.CONTRACTOR TO FOLLOW BEST RXAIAGEMRNT PRACTICES
3, ALL AREAS DISTURBER BY CONSTRUCTION MOICO AREOUTSIDE TOE LIMITS OF PAVING ARE TO RE RESTORED ANDREVCGETUTED, WITHIN A DOTS.
A.ALL EROSCIN CONTROL ELEMENTSATEON TEMPORBRY.CONTRACTOR TO INSTALL EROSION CTROL ELEMENTSPRIOR TO START OF LAND DISTURBING ACTIUITIES. OUNNTITIHIN GOOD CONDITION DURITIG CONSIRUCTION MID BEMUSEFROM ME SITE UPON COMPLETION OR FINN. PAVING ANDTURF ENTOBUSOMENT,
S. CONTRACTOR TO INSTALL INLET PBOTEEYION AROUND RaEXISTING CATCOBASENS AND MAAIHOLES PRIOR TO THE STARTOF LAND DISTUHOTIG XGBMOES NTIS MOUND ALL NEWCMTCVOASINS AND MMIAOLES AFTER TREY MOE INSTAU.ED,SEE DETAILS C-bOB AND C-10 2.
B.PR000C PERMANENT SEEKING AND REMOVING OF ALLDISTUAXCO BREAD OUTSIDE TAR LIMITS OF PALING PERLATIDSCAPE XACUITCGTOTE PLANS,
0. REMOVE ALL SOILS RAID SEDIMENTS TRICKED OR OTRERTITSEDEPORTED OTIBA PUBLIC hOLD PRSUTE PAUCLIEBIT BREAD.REMOVAL SIURLI RE 011 A COLT BASS B000UGHOUT THEDURATION OF TOE CONSTRUCTION PAVED ROADWAYSBYSHC'AEUNG OR SWEEPITIG. STREET MANNING IS AlLOWEDONLY APTAB SHOVELITIG OR SNEERING URN BEMUSEDSEDIMENT. SEE CITY OF BROORLTTI CENTER STANDARDS ANDREGULATIONS.
U. ALL PURE LENGTHS ITIELUDE LENGTHS SF FLARED ENDS
LEGENO
EXISTING CONTOUR
MAS___.._PROPOSEO CONTOUR
PROPOSED SOUOU SEWER
SE PROPOSED SILO FORCE
0 SEDIMENT CONTROL AT CA/UN
PA]PROPOSES CURB INLET
o PROPOSED AREA DRATI
o PROPOSED
00.010 SOI1OTAS EIIiSIITQ Colon Rosin
5000IRe CURTIS9
0 STOOlS, EXITTIOU DRITTII URTEON
OXOQ SCOUTeR EOLSETR KeRIUC OOR OT TTXTCTXOTTST
.0.ORTOIRS EXISTITU TOTS YTAI000
Do,DCIOTRO EIIiOIiTX OX, BYITIDRI,GTCC EOiSTiTB OUTTA PORT
03.l DeoRTee EOIGTiST SIR Wile
V DCI,OTCC E,,NAiT9 Li9flA Pole
.0.DoGIee COSTAR PRCXT Pole
WE Denotes ClARETS SXTiIXIY RlBOTERIE
DRI1AISe EeiRTITS SR0iIXTY SRCST
'BR CROOTCR EsiebSU STOOl, S-, MX,,EMR
TI -De,0IRR EI.IeTiT9 SIoo,,, SR,OT
TITO ORTOICS EXieETR TeIePYOee Roe
-DTTRISR EoSeli,g ROTeITT,RA
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De,oT,e CUSTiRM AARe5T000A EIe.I,iO
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CONSTRUCTION ACTIVITY
REQUIREMENTS
THE CETICROL STORM HATER NATIONAL POLLUTION DISCVIACEELIMITIAOON SYSTEM )NPDES( PERMIT IS REOUIRED FORSTORM MATER DISCHARGES ASSOCIATED WITH COIISTRUCOOM
ACTTVIOY. TOE PERUITEC(S) IS INDICATED IN THE PERMIT.MUST IMPLEMENT TOE STORM WATER POLLUTION PREVENTIONPLAIN (SWPPA) AN DEMONSTRATED HEREIN AND WITOIN THESWPPP AIARROTPRC, THE REST MANAGEMENT PRACTICES(RAPS)IDENTIKED MAST RE IIISIALLEX IN AN APPROPRIATE
1110 FUN CTiONAL HAY 00 PREVENT DIRT MID/OR DEBRISFROM ENTERING TOE STORM SEWER OR REING TRANSPORTEDOFF SIRE IN MI UT100TITROLLEU EARVNER.
FROSION PREVENTION PRACTICES
I. THE PEBMITEE(S) MUST PLAN FOIA IMPLEMENTOPPROPRAIE COTISTBACOON PVAR ARSNG. VCGETAOVCBUFFER STRIPS. HORIZONTAL SLOPE 000UING, 1010OTHER CONSTRUCTION PRACTICES TAINT MINIMIZEEROSION. SO THAT THE INSPECTIOTI AND MAINTENANCEREQUIREMENTS ARE COMPLIEDWITH. THE LOCATION OFAREAS NOT TO BE OISTUBOED MUST BE OELINERTED(E.G. WiTH FLAGS. STAKES, SIGNS. SILT FENCE. ETC.) ON DEVELOPMENT WE BEFORE MOTH BEGINS.
2. PROVIDE U TEMPORARY ROCK CONSTRUCTION ENTRANCEAT ALL CONSTRUCTION ACCESS LOCATIONS- SEC DERAILC-TTHS/LB.T.
3, REMOVE ALL SOILS ARID SEDIMENTS TRACKED OROTHER"" DEPOSITED 01100 PUOUC AND PRIVATEPAVEMENT BREAD. REMOVAL SHALL RE ON U SALLYBASIS TORUAGUOUT THE DURATION OF THECONSTTHCOSN. CLEAN PAVED ROTAMATO BY SROVEPTIGOR SWEEPING. STREET HUSYIIIU IS VILLOMED GRAS AFTERSHOVELING OR SRIEEPITIG HAS REMOVED SEDIMENT. SEECITY STANDARDS.
A.ALL EXPOSED SOIL MAST BE STABILIZED NO EATER THANIX OUTS 311CR THE CONSTRUCTION UCTMRV IN THATPORTIS14 OF THE SITE MOERC HOOK LBS TEMPORARILYOR PERNEOSIENTLY CEASED.
5. THESE AREAS INCLUDE. BUT IRE NOT LIMITED TO.CONSTRUCTED STORM WATER MAAUROEMENT POOR SIDESLOPES, AND AYES EOPOSEO SOIL AREAS ROTH A POSITRESLOPE TO STORM MATER COIFIERANCE SYSREM, SUCH ASU CURB MIX GUTTER SYSTEM. STORM SEWER INLET.TEMPORARY OR PERMANENT DRAINAGE DITCH OR OTHERNATURAL OR E,ERTIAIAOE SYSTEMS THAT DISCHARGE TA ASURFACE WATER.
B.THE NORMAL METIER PERIMETER OF ANT TEMPORARY RBPERMANENT DRAINAGE DITCH THAT DRAINS WATER FROMU CONSTRUCTION SITE. OR DIVERTS WATER AROUND ASITE. MUST BE STABILIZED RTAAIN 200 LINEAL DEFTFROM THE PROPERTY EDGE, OR FROM THE POINT OFDISCHARGE TO ANY SURFACE MUTER. STXOILIZAROT1MUST RE COMPLETES WiTHIN DR HOURS OF CUNNECRITIDTO A SURFACE INATER.
PIPE OUTLETS MUST RE PROADER WITH TEMPORARY ORPEROARARENT ENEBGY DISSIPATION MTTHITI 24 TOURS OFCONNECTION 10 A SURFACE AUTER
A. ALL DISTURBED AREAS, EXCEPT 0000HOYS. EM-DINGAREAS. PARKING AREAS, ISLHAIOS NTIS SIDEWALKS. SOALLREIT NERO MINiMUM B INCURS TOPSOIL, SEEDEDAND OLILCOER. OR SOBBED IF INDICATES ON THELAAIDSCAPE PLRAI. WITAIN A DAYS OF COMPLETiON OFSITE GRADING. SEEDING SH3EL RE IN ACCORDANCE WITHTHE ANTHT SEEDING ROAIAUL. LAtEST AD-M.
S.CONTRACTOR TO INSTALL EROSION CONTROL ELEMENTSPRIOR TA START OF LAND DISTURBING AGTMOES.MAINTHIN IM GOOD CONDITION DURING COTISRRUCODTIAND REMOVE FROM SITE UPON COMPLETION OF FINALST AX IL Ii AT ION.
i(RRYLGTOOTIS AND WAINTENANCC
INSPECTIONS AND MAINTETIHIICE ARC CONDUCTED RT THEOWNER. OPERATOR OR DESIGNEE AND MUST:
T.OCCUR EVERT SEVEN OATS.
OCCUR WHIN DX HOURS OF A RTIE-U°LF INCA STORMMIX SEVEN RAYS BP1FR.
3.RECUR RACE A MOTOR ON FINALLY STABILIZED AREAS.
4.RE ROUTINELY RECORDED AND KEPT WITH THE SBAPPP.
5. ENSURE THE INTEGRITY AND EFFECR1VCNESS OF EROSIONPREVENTION MID SESIMANR CONTROL AEMSVRES.
B. REPAIR 1110 REPLACE NOIIFUNCTIOTURI. AMP'S,
H. DRAIN AXED REMOVE SEDIMENT FROM OI.SI1IS,
B. INSPECT SURFACE HUTCH, DRAINAGE DITCHES RAIDCOTFIERANCE SYSTEMS FOR SEDIMENT.
9. REMOVE SEDIMENT DEPOSITS MID STABILIZE ANYEXPOSED SOIL DURING VEHICLE EXITS.
IA. ENSURE INFILTRAOON ARMS PROTECTED
SEDIMENT CONTROL PRACTICES
1.SEDIMENT CONTROL PRACTICES MOST MINIMIZE SEDIMENTPROM ETITERNG SURFACE WATERS, INCLUDING CUTS ANDGUTTER SBSTEIAS AND STORM SEWER INLETS (SEE DETAILC-lAID & C-IOOH/CT.l).
2.TEMPORARY OR PERMANENT DRAINAGE DITCHES ANDSEDIMENT 005115 RUNT ARE DESIGNED AS PART OF ATREATMENT SYSTEM (E.G.. DITCHES WITH ROCK CHEERDAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY ASAPPROPRIATE FOR SITE CONDITIONS.
3, IF THE DOWN GRADIENT TREATMENT SYSTEM IS0000LOAOER ADDITIONAL IPGRRSIENR SEDIMENT CONTROLPASCECES IUSR BE ITISTALLEO TX ELIMINATE THEOVCRL000RNC. AND THE SWPPP MUST RE AMENDED TOIDENTITY THESE AROIOONRI. PRACTICES.
a, IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE TILLSMID/OR GULLIES. THERE SIVULL RE NO UNBROKENSLOPE LENGTH OF GREATER 110321 71 FEET FOR SLOPESWITH U GRADE OF DIT ST STEEPER.
5, SEDIMENT CONTROL PRACTICES MUST RE ESTABLISHEDON ALL DOWN GRADIENT PERIMETERS BEFORE MYUPORBXIENT 01110 DISTURBING XCTIRTIES BEGIN, THESEPRACTICES50110. REMAIN IN PLACE UNTIL FINALSTARILIZUEON HAS BEEN ESTABLISHED.
B. THE TIMING OF THE INSTALLATION OF SEDIMENT COIITROLPRACECAS MAY BE ADJUSTED TO ACCOMMODATESHORT-TERM ACTmOES SUCH AS CLEARING ORGRUBBING. OR PASSAGE OF VEHICLES. HOLY505RT-TERM ACTSITY MUST RE COMPLETED AS QUICKLYAS POSSIRLE AND THE SEDIMETIT CONTROL PRACTICESMAST RE INSTALLED IOAEDATELR AFTER THE ACTIVITY ISCOMPLETES. AUWEVER. SEXIMENT CONTROL PURCOCESMOST AC INSTALLED BEFORE THE NEAT PRECIPITATIONEVENT EVEN IF THE ACTIVITY IS NOT COMPLETE.
H, ILL STORM STAITI INLETS MUST RE PROTECTED BYAPPROPRIATE AMP', DURING CONSTRUCTION UNTIL ALLSOURCES WITH POTENTIAL FOR DISCHARGING TO THEINLET RAVETEEN STABILIZED. SEE DETAILS C-1H12 &
C-LOOT/CIT.
B. TEMPORARY SOIL STOCKPILES MUST HAVE SILl FENCE ORUTHET EFFECTIVE SEDIMENT CONTROLS, AND CMINOI BEPI-AGED IN SURFACE WATERS, INCLUDING STORM HATERCONVEYANCES SUCH AS COlA AND CUTTER SYSTEMS, ORCONDUITS AND OITCOES.
S. STOCKPILE AREAS HOICA TEM.XJM ON THE SHE FORMORE 000324 SEVEN DAYS SHALL RE SEEDED. MLI.COED,AND SURROUNDED BY SILT FENCE.
TB. VEHICLE TRACKING OF SEDIMENT FROM THECONSTRUCTION SITE MUST RE MINIMIZED XV OMP'S SUCHAS STONE PAOS. CONCRETE OR STEEL *100 RACKS. OREQUIVALENT SYSTEMS. STREET SWEEP1NG MOST TO USEDIT SUCH RAP'S ARE NOT ADEQUATE TO PREVENTSEDIMENT FROM BEING TRACKED ONTO THE STREET.
IT. THE PERAITEE(S) MUST INSTALL TEMPORARYSCOINETITAYON BASINS RH HEOUIRER. IT ISRECOMMENDED THAT THE TEMPORARY ROSIN BEINSTALLED IN TOE LOCATION CT THE PERMANENT BASIN.CONTRACTOR TA CLEAN OUT ALL SEDIMENT ANY RETURNRASM TO DESIGN CAPACITY PRIOR TO FINALSTAMIUZATOM.
AND RON
1.DEYNAIERINO OR BASIN DRAINING (E.G. PUPPED
A TE PORARY OR PER-41BASIN ON THE PROJECT SITE MOETIEIHE WATER CANNOT RE DISCHARGEDBASIN PRIOR TO ENTERING THE SURFBE TREATED WiTH THE APPROPRIATEAT THE DISCHARGE DOES NOTCT THE RECEPHNG WRTER ORLOHAAEAS THE PERIATEELSI MUST
PROTECTED FROM ERONIOTI 021 SLUUX,DISCUHAGE MUST BE CISPEOSED OVER NATURAL ROCKTIPRIP. 55110 BAGS. PI.X5IG SHEETING OR OTHERACCEPTED ENERGY DISSIPATION MEASURES. ADEOUUTESESIMETITATON CONTROL MEASURES ARE REOUIRED FORSISCUI.RGE WATER THAT CONIATIS SUSPENDED SOLIDS.
2.ALL WATER FROM DERWYTERITIG AT BASINACTIVITIES MUST BE DISCHARGED IN A 1401111CR RIUTDOES HOT CAUSE NUISANCE CONDITIONS. EROSION INRECEIVING CUONNELS OR AN DOWNSLHPC PBOPEROES.OR ITIUTISUTION III WIETLMISS CAUSING SIGNIFICANTMAltOSE IMPACT TO TOE H/ERLAAIO.
3. ANY DEWATERING ACTPRTV SOAEL HE APPROVER TI THEENGINEER HAD THE APPROPRIATE GOVERNING AGENCIESPROR TO COTISTRUCASH.
a. ALL CONCRETE MASHOUTS WILL BE POATARLE UNITSPROVIDER RI EACH AN ALL READY MIT TRUCKDELIVERIES. THERE WT.L BE U SEPARATE DUMPSTERPROVIDED TI TOE MASONRY CONTRACTOR FOR MORTARAND ANY All SITE AIR WRUROUT
sWPPP CONTACT INFORMATION:
SWCTP.UACSICALEO
THE SWPPP P1.001 MRS PREPARED DII
ANDREW R. LIRALOL, PC MN LICOISEI 05203CIVIL ENGINEERVIA, LEO2955 OETIIAM LANE NORTH, SlIP IXPLYMOUTH. MN 05431(HBR( SYT-SbOl
PROOF OF TRAJNINOIMINNESOTA WATER RESOURCE CONFERENCE-2008 (TB ODURS(, DOOR AIR ROARS), DXIX (TB ADIOS)USORC-LEED DESIGN CONFERENCE, ST. PUUL-200R (R HOURS)
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STREET DEMOLITION NOTES
ITION OF 71ST STREET SHALL AC IT/ELUDED IN THE ROADWAY PACKAGE. THIS SHALL INCLUDE
VA PAVEMENT. CURBS AND GUTTERS. AND SIDEWALKS.
DEMOLITION GENERAL NOTES
IG WATER AND SANITARY CONTIECTTONS TO rAE PROPERTIES AT aRID AND ARTY 71ST STREETBEES SHALL RE REMOVED ENTIRELY TR THE I.ETANLINE CONNECTION. IN THE STREET MID
D.
ACTOR SHALL PROTECT EXISTING VE AND SITE FEATURES WHICH ME TO REMAIN. ALL
EATIJYES DAMAGED 80 COT/TRACTOR. NOT SCHEDULED TO RE REMOVED. SHALL RE
ED/REPLACED BY CONTRACTOR TO NOT SATISFACTION AT NO ADDITIONAL COST TO THE
)IISENG CONDITIONS SHOWN ON THIS DRAWITIG ARE PROIYDEDAX XX THE BARER AND
TDUCED FOR REFERENCE ONLY FROM MI 081011/AL SURVEY MIDWEST 1/AID SURVEYORS &
ENGINEERS
:CT EXISTING TREES TO RE/Al/N AT DRIPLITIE.
MOTOR SHALL HAVE ALL UNDERGROUND PUBLIC AND PRY/ATE UDLITIES LOCATED PRIOR TO
TRACTION.
)VERHE.XO/UIIDEHGROUND UTILITIES NOT INDICATED TO RE REMOVED SHALL RE/IA/N,
AAL OF PAVEMENTS AND CURBS INCLUDE REMOVAL OF BASE MATERIAL.
MOTOR SHALL SALVAGE ALL IRRIGATION HEADS. VALVES. VALVE ROBES. AND CONTROLLERS IN
I/ITAACIY OF ALL CONSTRUCTION AREAS FOR REINSTALLATION INTA PROJECT. DELIVER 8010
LB, IRRIGATION COMPONTETITS HACK TO THE OWNER.
lOT RESIN CONSTRUCTION UNTIL RELATED TEMPORARY SITE EROSION CONTROL MEASURES WOE IN
E.
IIiOLITION PLAN KEYNOTES
PROTECT BUILDING. SEE RRCHITECTUAL DRAWINGS FOR FOUNDATION AND FOOTING.
SAl/CUT AND REMOVE EXISTING CONCRETE SIDEWALK TO 111/REST CONSTRUCTION JOINT.
SAl/CUT 8040 REMOVE CONCRETE CURB AND CUTTER TO NCR/REST CONSTRUCTION JOINT.
SAW/CUT AND REMOVE EXISTING BITUMINOUS PAVEMENT.
REMOVE EXISTING WOOD FENCE. POSTS AND CONCRETE FOOTINGS. SALVAGE WOOD FENCE
PM/ELS FOR RE-USE.
I REMOVE EXISTING FENCE. GATES. POSTS AND CONCRETE FOOTINGS.
I REMOVE EXISTING STRIPING USING SANDBLASTING TECANIOUES.
I RELOCATE CBS LINE, COORDINATE EMS LINE REMOVAL AND GAPPING WITH GAS COMPMIT,
REFER TO TECHNOLOGY P1.80/S. FOR REMOVAL/REPLACEMENT OF TELEPHONE AND FIXER OPTIC
LINES.
REMOVE STORM SEWER STRUCTURE.
REMOVE CAVIl LINK FENCE AND POSTS.
SALVAGE EXISTING TRASH ENCLOSURE POSTS AND FENCING FOR REUSE. REMOVE EXIST/KG CO/IC.
FOUNDATIONS.
I) REMOVE EXISTING CONCRETE FILLED STEEL BOLLARDS.
I) PROTECT EXISTING ELECTRICAL AND TECHNOLOGY LIT/ES.
SALVAGE EXISTING FLAGPOLE FOR REUSE,
A) REMOVE EXISTING H000MIT AND WATER LINE-SALVAGE HYDRANT FOR RE.-HSE ON THIS PROJECT
A) SEE ARCH. P801/S FOR STOOP REMOVAL
e) PROTECT EXIONG TREES AND VEGETATTOTI
REMOVE EXISTING LIGHTING AND ALL RELATED ELECTRICAL. SALVAGE LIGHTS TO OWNER FOR
RE-USE.
PROTECT EXISTING WATER LINE.
)I REMOVE EXISTING BUILDING. FOOTINGS. COT/CRETE SOAR. STOOP. AND ALL MISC. ITEMS
.I REMOVE AND SALVAGE EXISTING STORM SEWER LINE IF CONDITION OF PIPE ALLOWS.
[31 MOVE EXISTING FIRER OPTIC LXIE 4110 VAULT AS NECCESSRRY - RT FIRER OPTIC PROAIOEH,
IA MOVE EXISTING TELEPHONE LINE AND POLES AS NECCESSARY - XV TELEPHOTIE PROVIDER.
PROTECT EXIST/SO PAVEMETII P/TH LHPHHPP/(.'' ...................-
SALVAGE EXIST/SC SIGN. DISPOSE OF EXISTING RUST AND CUT/C, FOUNDATION
331 PROTECT EXISTING SANITARY SEATER LINE.
331 PROTECT EXISTING STORM SEWER LINE.
33/ PROTECT EXISTING UTILITY HIGH VOLTAGE DUCT BANK-VERIFY LOCATION PRIOR TO COAST.
33/ SALVAGE EXISTING BIKE RACKFOR REINSTALLATIONINTO THIS PROJECT.
(331 REMOVE SHRUB PLANTINGS - SALVAGE FIELDSTONE BOULDERS AND DELIVER TO OWNER.
REMOVE EXISTING GAS LINE TO THE MAINLINE COIINEETION.
REMOVE AND SALVAGE EXISTING STORM SEWER STRUCTURE IF CONDITION OF PIPE ALTO
OLISONLEGENDEiI PROTECT TREES
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DEMOLITION OF 71ST STREET SHALL RE INCLUDED IN TOE ROADWAY PACKAGE. THIS SHALL INCLUDEROADWAY PAVEMENT. CORED AND CUTTERS, AND SIDEWALKS.
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SITE DEMOLITION GENERAL NOTES
EXISTING MOOCH ADD SANITARY CONNECTIONS OR THE PROPERTIES AT 4013 AND 40TH 71ST STREETRESIDENCES SHALL RE REMOVED ENTIRELY TO THE MAINLINE CONNECTION. IN THE STREET AND
CAPPEO.
CONTRACTOR SHALL PROTECT EXISTING VEGETATION 04D SITE FEATURES WHICH ARE RD REARM. ALL
SITE FEATURES DAMAGED AT CONTRACTOR. NOT SCHEDULED TO RE REMOVED. SHALL REREPRREO/REPAVCED DO CONTRACTOR RD OWNERS SATISFACTION AT NO ADDITIONAL COOT TO THEOWNER,
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THE EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE PROVIDED RH THE OWNED ANDREPRODUCED FOR REFERENCE ONLY FROM AVE ORIGINAL SURVEY AT MIDWEST LADED SURVEYORS A
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ENGINEERS
PROTECT EXISTING TREES TO REV/AN AT DAIPUNE.
CONTRACTOR SHALL HAVE ALL UNDERGROUND PUBLIC AND PAP/ATE UTILITIES LOCATED PRIOR TO
C Dli ST 0 0 C P IA N
ALL OVERHEAD/UNDERGROUND APIARIES NOT INDICATED TO RE REMOVED SHALL REED/AN.
REMOVAL OF PAVEMENTS AND CURDS INCLUDE REMOVAL OF BASE MATERIAL.
CONTRACTOR SINAth SALVAGE ALL IRRIGATION HEADS. HALVES. VALVE BORES. AND CONTROLLERS INRUE VACI1IIOY OF ALL CONSTROCRIDN AREAS FOR REINSTALLATION INTO PROJECT. DELIVER ROTANUSED IRRIGATION COAPONTENTS RACK RD MAC OWNER.
DO NOT BEGIN CONSTRUCTION UNTIL RELATED TEMPORARY SITE EROSION CONTROL MEASURES ME IN
PLACE.
DEMOLITION PLAN KEYNOTES
- (I)PROTECT RUILOING. SEE ROCAITECYJAL DRAWINGS FOR FOAFIDATION AlSO FOOTING.
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SAWCAR AND REMOVE EXISTING CONCRETE SIDEWALK TO NEAREST CONSTRUCTION JOINT.
SVWCST AND REMOVE CONCRETE CORK AND GAMER TO NE//REST CONSTRUCTION JOINT.
SAMCOR AND REMOVE ERISTING BITUMINOUS PAVEMENT.
-
\ I . (A) REMOVE EXISTING WADO FENCE, POSTS PAID CONCRETE FOOTINGS. SALVAGE WOOD FENCE
PAN LS FOR RE-USE.
3 REMOVE S NG STRIPING USING SANDBLASTING TECHNIQUES.
REMOVE E:^5TTINC FENCE, GATES. POSTS AND CONCRETE FOOTINGS.
RELOCATE GAS LIKE. COORDINATE GAS LINE REMOVAL AMD CAPPING WITH GAS COMPANY.
REFER TO TECHNOLOGY PLANS, FOR REMOVAL/REFLACEMENT OF TELEPHONE AND FIBER OPTIC
STORM SEWER STRUCTURE.
REMOVE CHAN LINK FENCE AND POSTS.
24 1 LVASA GE EXISTING TRASH ENCLOSURE POSTS AND FENCING FOR REUSE. REMOVE EXISTING, CONC.
REMOVE EXISDNG CONCRETE FILLED STEEL BOLLARDS.
PROTECT EXISTING ELECTRICAL AND TECHNOLOGY LINES.
SALVAGE EXISTING FLAGPOLE FOR REUSE.
31 . REMOVE EXISTING RVDRROR AND WATER LINE.
PROTECT EIVONG TREES PIED VEGETATION
ER ..CjUSU I - I)>REMOVE EXISTING LIGATING AND ALL RELATED ELECTRICAL. SALVAGE OGHTS RD OWNER FOR
PROTECT EXISTING MATER LINE.
REMOVE EXISTING BUILDING.
REMOVE AND SALVAGE EXISTING STORM SEWER LINE IF CONDITION OF PIPE ALLOWS.
II DOVE EXISTING HOER OPTIC LINE AND VAULT AS NECCESSARY - RE RU EIDER OPTIC PROAIDEV.
- —I— - —I— - MOVE EXISTING TELEPHONE ASIC PAID POLES AS NECCESSARY - AR TELEPHONE PUVAIDEA.
..
() I PROTECT EXIUONO PAVEMENT AND CURB PR CUTTER DARING CONSTRUCTION.
SALVAGE EXISTING SIGN. DISPOSE OF EUISONG POST AND GONG. FOUNDATION
PROTECT EXISTING SANITARY SEMER USE.
- —I— - - - - I PROTECT EXISTING STORM SEWER LINE.
- - I - - -
- PROTECT EXISTING UT1LITY HIGH VOLTAGE DUCT RADIX
- —i--- - I
- TI - -
SALVAGE EXISTING BIKE RACK FOR REINSTALLATION INTO THIS PROJECT.
REMOVE SHRUB PLANTINGS - SALVAGE FIELDSTONE BOULDERS AND DELIVER TO OWNER.
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INSTALL GUTTER DO BATCH PUUENEND GRADE.
7 \ \ \ \ \\ CONTRACTOR 70 COORDINATE ALL WORK IN THE P.O.W. *11-H THE CITY OF NORTH BRANCH. CONTRACTOR TO TOG 7635452731
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FOLLO* 50775 BRANCH 575506350 SPECIFICATIONS IN THE ROW. F5 7630053263
\\ ' \ \ \ \ \ GSN704GOOR SHkL HAVE 051 UNDERGROUND PUBLIC AND PRIVATE UTILITIES LOCATED PRIOR 70 CONSTRUCTION. Wa Ba,UUt
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_•_, \ \\\ \ PRO7EG! ALL EOI5OINO rREES 20 BENO,571 P5055 COSSTBUG110M ACOMIR. INSTALL tREE PROTECTION MEASURES
ORK IN THE 000USD ALL TREES IN IMMEDIATE NICINIOY OF CONSTRUCTION ACTIVITY.CO55ULTMJIO
COOPERArIOFI oNIOn OI1LRIES: THE P1.5425 50051 ALL KNOWN UTILITIES LOCATED *10015 AND ADJACENT 70 THE
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050/OR BOSE 0001005 575400 COOPUJIIES. THE UCCURBOP OF THE PLANS IN THO RESPECT IS NOT GuSWMrrEEO.
-- -- -.- -. -
I IS ' \X\ FOR OR AFFECTED BY THE SITAR.ETH CONTRACTOR SHALL LOCATE. IDENTIFY. DE5CRIBE. AND SUBMIT
\S\ \ I
RECORD TBUWINGS TO BRE CR040 THE OFFECTED UTILITY MPANY S0D6INO LOCUTIONS OF
-'H--- 0 \'\\ \ \ I UTILITIES DIFFERING FROM THE
HO ITEEB/ESIGINEER 0P15455 OR DISCOVERY OF UNCHARTED
GOE5UOU_05 ... '•_\__ I \ \\\ \\ \ WOOER LINES, SEWER 5320 FIBER OPTC LINES,SERVICE CONNECTIONS METER BORES, OUSRES. GAS LINES. WIREBOXES. LIGHT ST54I0500S. CROLEWOTS. SIGNALS. NSMIROLES HOOD ALL OTHER UTILITY APPURTENANCES. INCLUDING
5 \. \\\ ' \ AROSE AAT BELOW GORDE STRUCTURES. WITHIN THE 051175 OF THE PROPOSED CUNSTRU
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--.-- - II O / \\\ s I \ RELOCATED OR DJUSTED HOE TO BE WOOED BO TUE DINNERS OF THE UTIliTIES AT THEIR EXPENSE . EXCEPT OS
XDTED ON ORE PLANS. TOE CONTRACTOR SHALRELOCATION, 0000ST
L PBOUTDE C0030,SATION FOR THE PROPER SEOUENCE OF
•___.__.-.--------ir' I \ I s U
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H U \\\ TRANSFORMERS OR OrHER PROJECT FOCILITY SERVICE CONNECTION POINTS. EXCEPT SEWERS RiOT WATER, IF
I' \\ 25
\\\ \ i \ 500MM, ME SCHEMATICALLY LOCATED. THE CO TRACTOR SHALL PROVIDE COORDINATION FOR DETEBMISSADOM OF
' _J \\ . -
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FINAL LOGOTIONS. SOD SEQUENCE OF INSTXLL000N, OIRECTLT WITH THE AFFECTED UTILITY COMPANY.
\c \\ 2 \0
NO RODI7IONHO. COMPENSATION WILL BE ALLOWED FOR COORDINATION AND SEOVENCING, DELAYS, INCONVENIENCE
\\ '
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BXE OPEBOTIOMS OF MOVING OR INSTALLING
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55 \± -- - - - 1: - - .- .- 9_ - - - ®
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CONCRETE DROSWOTOSRONPER EIVEVEBROOKLYN CENTER !
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____ I 1I __
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)5 52 CONCRETE CURB END TRANSITION SECTION
SITE SIGN LEGEND
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ACCESSIBLE PARKING SIGN (REUSE SALVAGED SIGNS)
DO NOT ENTER
07005007070
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\ ,,/' NO PURRING DROP OFF DONE (REUSE SALVAGED SIGNS)
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// 5 NO PURRING ADOPTIVE
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05020260
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A I 0720
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RADINC AND DRAINAGE PLAN 1'o30,
GENERAL NOTES
1.ALlEXISTING ITIFORI,IUTION TAKEN FROM U PRELIMINARYSURVEY MY MIOLIEST LARIO SURVEYORS AND CARLENGINEERS. PlC,. AVI000. MN, DATED JAYIUARTY 21, 2010ARID A PRELIMINARY SURVEY MY LOUCUS ASSOCIATES.MINNEAPOLIS, MN. PROJECT NO. 03-083,
2.SUBSURFACE CEOTECRNICUI. IFNESTICAYOTI INKS PERFORMEDAS PART OF 00011101. PROJECT OR SIS CONSULTANTS.
S. CONTRACTOR TO FIELD RCRFO ALL EXISTING CONDITIONSINCLUDING LOCATIONS OF ALL PUBLIC ARID PRIVATEUTILITIES. ARID NOR" ENGINEER OF ROUT DISCREPANCIESPRIOR TO STRIATING CORISIVUCTION.
A.ALL EXISTING UTILITIES ARID OTTER IMPROVEMENTS RAE TOREMAIN UTILESS NOTED OTOERMISE. SEE REMOVALS PLANL3,O ORb 13.1 FOR MORE DETAILS.
5. CONTRACTOR RU PROTECT FROM DAMAGE ALL EXISTINGIMP000EIRENTS. LUTIOSE.EPINC. STRUCTURES 0110 UTIUTIES01100 ROE TO REMAIN, CONTRACTOR TO REPAIR BAIT DAMAGEAT (0(111 EXPETI SE.
S. ALL WORK TO CONFOTM RITA CITY OF BROOKLYN CENTERARID STATE OF MINNESOTA STANDARDS AND RCCULRTIOIIS.
7. ALL EXCAVATIONS MUST COMPLY 011TH THE REQUIREMENTSOF 05010 29 C. PRAY 1920, SUBPART P EXCARRAONSARID TRERICTES'. IRIS DOCUMENT STATES THAT EXCAVATIONDRill? IS THE SOLE RESPONSIDLITO OF TOE CONTRACTOR.
B.CUTCTBASINS MAID MUTIROLES RAE SHORN ON PLAN LAITCETTAlON ACTUAL SIZE, COORDINATE LOCARON OF RAYIHOLECOVER ARID CASTING 50 THAT IT IS PROPERLY LOCATED ATEVE AREA OF CURRLINF FOR WE CURB INLETS ORCENTERED IN THE AREA AS SOOMII ON TOE P5101 FOR TOEAREA DRAINS 0110 RRAIYUOCE CORERS.
9. PROViDE TRRWflC CONTROL 00 BEETS BlVD SIOEWU I.TS PERCITY OF OROORLTN CENTER 05
ST0 BRAVED ALOATEMENTS.
TO, MAY WORK PERFORMED OUTSIDE THE PROPERTY BOUNDARIESMUST RE APPROVED RH OMNER ARID ALL REGULATINGGOVERNMENT AGENCIES 0130 APPROPRIATE PERMITS MUST BEOBTAINED.\\
GRADING NOTES
1.PROPOSED SPOT ELEVATIONS ARID CONTOURS ARE TO TOPOF GRROE. PAVEMENT OR CUTTER LINE. UNLESS OTOERMISESPECIFIED.
2.CONTRACTOR TO PREVENT DIRT MAD/OR DEBRIS FROMENTERING STORM SEAlER OR BEING TRANSPORTED OFF-SITEINARB UNCONTROLLED MARINER. CONTRACTOR TO UCTIFT ATPROJECT CLOSE-OUT THAT STORM SEWER DUSTER IS CLEAROF SEOIMENT AND/OR DEBRIS ARID IS FULLY FUNCTIONAL.CONTRACTOR TO FOLLOW REST MANAGEMENT PRACTICES(AMP'S),
S. ALL AREAS DISTORTED OF CONSTRUCTION IRAICU AREOUTSIDE ME CAlLS OF PARING ARE TO RE RESTORED TAIDREOECCTATEO. TRITTAIN 0 DAYS-
4. ALL EROSION CONTROL ELEMENTS ROE TEMPORARR.CONTRACTOR TO INSTALL EROSION CONTROL ELEMENTSPRIOR TO STTHT OF ARID DISTURBING ACRSITTIES, RYTINTRUNN OVID TEMOVEIll CORD CGI1DITIOR1 DURING CONS' CFOFROM RAE SITE UPON COMPLETION OF FINAL PAVING ANDTURF ESTABLISHMENT.
S.CONTRACTOR RD INSTALL POET PROTECTION AROUND RU.EXISTING CATEHARSINS OVID BRAVUOLES PRIOR TO TOE STARTOF .4010 OISTURMNG ACTMEES AVID ARGI.IR1D ALL NCRCATCARRSINS OVID MARITOLES AFTER TAFT ROE IVSTRT,LED.SEE DETAILS CIODR OVID C-1012.
0. MWD' PERMANENT SEEDING AND FERN ZING OF 00.015000000 AREAS OUTSIDE THE LIMITS OF PASONS PERLANDSCAPE ARCHITECTURE PLANS.
0. REMOVE ALL SOILS AND SEDIMENTS TRACEEO OR OT000MISEDEPOSYED ONTO PURLIC RAID PRIVATE PUVEMENT AREAS.REMGURL STURLI DC 011 A ONLY APSIS T000U000UY THEOURATION OF TOE CONSTRUCTION. CLEAR PAVED ROROMATSAR SROVEUNG OR STVEEPING. STTECT MUSOING IS ALLUREDONLY ASTER SHOVELING OR STREEPIRU HAS REMOVED
SEDIMENT. SEE CITY OF RTOOKLTM CENTER STARORATOS ANDREGULATIONS.
A. ALL PIPE LENGTHS INCLUDE LENURTS OF FTJAIFD ENDS
LEGEND
FOISTING CONTOUR
TAT PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
+ ME MATCH EXISTING ELCVUOON
DENOTES SURFACE DRAINAGE
PROPOSED STORM SERER
MA PROPOSED CURT INLET
PROPOSED ROAR DRAIN
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uous. N. PROJECT o. 03-087. \ '
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RSAOACSL USE. COOSO4B OOAOOA A5UOLE B N . -U'."' •
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R`M LARGERCOVER AND CASTING ^ THAI .11,ISPRQPERLY LOCATED AVe. ""'"v""".
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PER DETAIL 103
IN APPROXIMATE LOCATION.
INCLUDE BUT IS NOT VOTED TA ECTUC. TELEFHiON
' PRUE IT4SURIUN B R BRAN SW . -
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3. ALL ELECTRICAL RULE AND LIGHT REMOVAL SUULL BE \\ \ " U ,. ' , . . B PRUPOS€O UUUTY EASEMENT ERHIRTS PREPARED
COORDINATED Rim THE CITY PRIOR RU DEMOLITION. \\
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A \ MU LOUSED ASSOCIATES, DATED NO LIT 2. 2005
U. BEV0 ALL 5US$ ASS SEDIMCN TRACKED OR UTREUMISE . U AGOG rEl1ct YP . 02 F I CL 0 I j . . . \ \ \
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LANDSCAPE CONTRACTOR SHALL HE RESPONSIBLE FOR LOCATING ALL PUBLIC AND POP/ATE ANonoc TKa11lSKlO&TUTNIfl
UTILITIES PRIOR TO DIGGING.DETERMINE LOCATION OF UNDERGROUND UTILITIES 7210PERFORM MOTH Ill A MI ATTICA ALL AVOID 07.172CC.PATTUI TUUOO
LANDSCAPE CONTRACTOR SNAIL RE RESPONSIBLE FOR NOTIFYING LANDSCAPE ARCHITECT IAR lUAU LHHA A--
lADEN CONDITIONS DETRIMENTAL TO P1_MIT CROMIA ORE ENCOUNTERED, SUCH AS HURTLE 001015 AAUO'T USIAFILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS.21111 5
PLANT TREES 7210 SHRUBS AFTER FINAL 0040ES ISlE ESTABLISHED AND PRIOR TO MIpTJ 1,111 55427PLANTING OF COMAS, UNLESS OTAEHNISE ACCEPTABLE TO LANDSCAPE ARCHITECT. IFPLANTING OF TREES AND SHOUTS OCCURS fillER LAWN NOOK. PROTECT DAMAGE TO itu seassssiLAWNS RESULTING FROM PLANTING OPERATIONS AND PROMPTLY REPAIR. AT NO COST TO
ME OWNER, .RID UTP,TAUI ITO
00 NOT SIHAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT ORTRIIHARIE,
NOTIFY LANDSCAPE ARCHITECT, ALONG lATH A PROPOSAL FOR USE OF EOUIUALENIMATERIAL.
PROVIDE SEED IN ALL DISTURBED AREAS, UNLESS OTHERWISE NOTED.OO1ISULOOHATI
MULCH ENTIRE STRUT REDS 7017 ALL TREE SAUCERS NIRS SHREDDED MULCH UNLESS
OTHERWISE NOTED. MULCT ,U&TERLTS. TO RE MINIMUM C DEPTH.
"VAA.LLCCONTRACTOR HAS OPTION OF CUARHIITEEINCPLUMB TREES THROUGH INSTALLATION 0210 IHEAT MAINTENANCE PERIOD IN LIEU OF STATING AND GUYING.UAT GEHIU tORn & PolociatTa
PROVIDE SOIL AMENDMENTS AT ALL TREE PIT AND SHRUB TED EXCAVATIONS CONSISTINGOF I/S PEAT OR MANURE. 1/3 NATIVE SOIL, AND 1/3 BLACK DIRT, DISPOSE OF SUBSOILREMOVED FROM PLANTING EXCAVATIONS. DO NOT MIH WITH PLANTING SOIL OR USE AS YII.A..RK,aIT,HITA
BACKFILL.
LANDSCAPE CONTRACTOR 5051 KEEP PAVEMENTS CLEAN AND WORK AREA IN 711ORDERLY CONDITION DURING PLANTING OPERATIONS.
IF MERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTS SAO1NN ON THE PLANAND THE SOMBER SHOWN ON THE PLANT LIST, THE NUMBER 550*11 ON THE PLAIT SHALLGOVERN.
IRRIGATION GENERAL NOTES
ALL LA)4OSCM'IIIO SHABA.1 RE IRRIGATED.
LANDSCAPE CONTRACTOR SHALL RE RESPONSIBLE FOR REINSIOLLINO SALVAGED IRRIGATIONCOMPONENTS RACK INTO PROJECT OR MODIFYING AND ADDING TO THE EXISTINGIRRIGATION SYSTEM FOR ALL AREAS WITHIN NE IRRIGATION LIMITS,
LANDSCAPE CONTRACTOR SHALL TEST VOID FIB ALL IRRIGATION NOT CURRENTLY WARRING.
00 NOT CUT MANLEADER
GALVANIZED
HOSE AT TREES J2 /r1 OPTIONAL. SEE SPECS.
CENTRAL LEADER I / I HOP OF BOOT FLARE/COLLAR
POLY STRAP 2/0 UP THEE SHALL HE 2-C AROVE FINISH 0
DR TO FIRST 60171CR ' GRADE BEFORE RACHRLLING.
DOUBLE STRAND, BAMOVE BURLAP. PRANE.14 GA, GUY WIRE ANDWIRE BASKET FROM
TR EE W P"C
AS REQUIRED. TOP 1/2 OF PLANTING <SEE SP I ICATIONS BALL
FLAG. ONE PER WIRE U LAYER OF MULCH. W/ 110 -.
REMOVE EXCESS SOIL MORE DUNN 1/2 MULCH Hi)
FROM HOP OF BAR ROOD DEPTH 0 BASE OF THEE
DO DEFINED FINISHED GRADE Lf'HROOD FLARE OPTIONAL CAViNG STAKE TA (A) i_A -OID "
V .IHUEDRRENBELOVIFVASRSAUCER H—.ON
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OPTIOIIOL STATE TO BE I B MINIMUM 1J) 5) A_. Hi)Ia. BELOW THEE PITON I I H/S (A)UNDISTURBED 000UN HALL BIA_ B zCl ..' Eli
NOTE.CDCONTRACT IS RESPONSIBLE FOR DETERMINING EACH INDIVIDUAL TREES TOP OF ROOTFLARE/COLLAR FOR PROPER PLANTING DEPTH IN THE FIELD, CONTRACTOR IS NOT DO USE THE U_ 0TOP OR MAR HOOD BALL RECEIVED FROM NURSERY AS 724 INDICATOR OF THE TOP OF ROOD 0FLARE/COLLAR.
DYECONTBACHUA IS RESPONSIBLE FOR MAINTAINING THE PLUMBNCSS OF TREES THROUGHOUT
HI)
THE GUARANTEE PERIOD. THEREFORE STOKING IS AT THE CONTRACTOR'S DISCRETION.
CONTRACTOR IS TO MULCH AROUND TREE TO A MINIMUM OF THE TREE DRIP ONE
DECIDUOUS TREE PLANTINGEDNOICoTHE CONTRACTOR IS RESPUIISIRLE FORI M.NNT#ANINO DYE PLUMBTIESS OF TREES
BIUIIAHSATISEHLI -
J THROUGHOUT THE GUARANTEE PERIOD...B,AI..AYARH.R_RIOAOA
,. H THEREFORE STAKING IS AT THEREMOVE EXCESS SOIL CONTRACTOR'S DISCRETION.
A.ARP__P*AIaOP.
FROM TOP OF B&BROOT BALL DOWN TO —T,
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H STRAND IA 50511011GUY WIREI/2OFMULCIHAT \BADE OF TREE TAUNT I \ ,.............!TOP OF ROOTFLARE SHALL BE2'-3- ABOVE FINISH GRADE STARR
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