|
<br />'JOt-
<br />
<br />1> LA- TS
<br />
<br />0<1 ~ol1\
<br />
<br />FINAL PLAT OF
<br />GENESIS
<br />
<br />DOG.:#- Lf7703 /' 3
<br />
<br />..............~
<br />.....SCO/li,:.....
<br />...."..\'i. ......_ ulA:'"
<br />.. ~""....' xr ....,~
<br />'*/JASONL \*\
<br />i f ~~ i
<br />: i 8-2688 ) i:
<br />\ \CliIPPEWA fAll.& S
<br />\ """ WI ~ I
<br />~ ~.Jf:~~..*...'"~.~..~
<br />,.,;tJVf'\ ~.
<br />##40 V SUf( .'~.
<br />"'.."..,............
<br />
<br />
<br />BEING
<br />PAGE 216. LOCATED
<br />NORTHEAST 1/4 OF
<br />WISCONSIN.
<br />
<br />ALL OF OUTLOT 1. OUTLOT 2. AND OUTLOT 3. OF CERTIFIED SURVEY MAP NO. 12423. VOLUME 77.
<br />IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 AND THE NORTHEAST 1/4 OF THE
<br />SECTION 27. TOWNSHIP 7 NORTH. RANGE 10 EAST. CITY OF MADISON. DANE COUNTY.
<br />
<br />5-9-2011
<br />9?-- '2. C.
<br />
<br />..
<br />
<br />There ore no objections to thiS plot With respect to
<br />Sees. 236.15, 236.16. 236.20 ond 236.21(1) ond (2).
<br />\/IS Stots. os provided by s. 236.12. \/IS. Stots.
<br />
<br />Certified :J1A~--q~-. 201L
<br />
<br />1hbE~".ot'OC
<br />
<br />hlNIL~12_-S_L~IE.S__HLGJjW.AX._12__&.__I{t
<br />
<br />---
<br />
<br />11:
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<br />--- -l
<br />- -tI)- - - -
<br /><(
<br />ir
<br /><(
<br />>
<br />-----
<br />
<br />-
<br />
<br />S86012'17"E 196.88'
<br />
<br />53.61'
<br />~: - 'n___ :-: --=13
<br />"I -Z- .--- -----==---.n..n. --~-I
<br />~I 65'
<br />~ ~ 65'
<br />~ ~ 6S'P!?IVATE STtJl?MlI"ATEI?
<br />~ ~ NANACEAlENT EASEAlENT
<br />i.r)j ~I ~ 100 YEAR
<br />': ~ ~ Ln FLOODPLAIN
<br /><;:)1 ~ "" LIMIT SISEE
<br />"I I ~ ~ SURVEYOR'S 10
<br />~ f::\ r<) NOTE)
<br />~I ~ 98.424 SO. FT. 1
<br />!J ~ (2.26 AC.) /
<br />~ ~
<br />~I I:l;
<br />~:
<br />
<br />i:o
<br />~
<br />co
<br />""
<br /><Xl
<br />
<br />(
<br />
<br />250.00'
<br />
<br />I
<br />I
<br />1
<br />
<br />i:o
<br />'"
<br />18~.87'1
<br />
<br />;.... r;,
<br />o r<)
<br /><.0-'-'
<br />'" r<)
<br />r<) S89004'00"[ 287.38'
<br />
<br />~
<br />....
<br />
<br />~8
<br />~! 0
<br />~~
<br />~
<br />~
<br />~I~I
<br />': ~
<br /><;:)I~
<br />"I ~
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<br />~I
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<br />
<br />9
<br />
<br />o
<br />'"
<br />N
<br />r<)
<br />....
<br />
<br />132.516 SO. FT.
<br />B.04 At.>
<br />
<br />rpI?IVA TE S TOIi'AlIYA TEl?
<br />NANACEAlENT EASEAlENT
<br />
<br />90'
<br />
<br />__:::._1.____..
<br />
<br />_=_=..:::0 - - - - - - 309.62"
<br />
<br />PROPERTY OWNER AND SUBDIViDER:
<br />GENESIS COMMONS LLC.
<br />ALEXANDER LI. llEllBER
<br />HELEN L1. MEllBER
<br />~II ORCHARD DRIVE
<br />MADISON. WI 53711
<br />16081 258-8~40
<br />
<br />N
<br />
<br />LAND SURVEYOR:
<br />JASON L. CANCE. RLS . 2688
<br />421FRENETTE DfijVE
<br />CHIPPEWA FALLS. WI5'l72'J
<br />C7151720-6200
<br />
<br />
<br />ENGINEER:
<br />RAY POLKINGHORN.PE . 30177
<br />6808 ODANA ROAD
<br />SUITE 200
<br />MADISON. WI 53 719
<br />16081 B26-6489
<br />
<br />
<br />SCALE
<br />
<br />
<br />I
<br />o
<br />
<br />r i
<br />100
<br />
<br />- -
<br />
<br />--
<br />
<br />POINT OF__
<br />COMMENCEMENT ..
<br />N 1/4 CORNER
<br />27 - TIN-RIOE
<br />FND.BRASS CAP MON.
<br />
<br />-\
<br />
<br />N88047'45"E
<br />
<br />2676.64'
<br />1456.80'
<br />
<br />..
<br />
<br />NE CORNER
<br />27- TIN-RIOE
<br />FND. 2" IRON PIPE WITH
<br />BRASS ROD IN CENTER
<br />
<br />~
<br />
<br />1219.84'
<br />
<br />U)
<br />0'10
<br />0'0
<br />~F:i
<br />....
<br />CX!~
<br />f'Ii
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<br />
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<br />
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<br />
<br />- --
<br />
<br />...
<br />...
<br />
<br />- --
<br />
<br />-'\----
<br />
<br />........
<br />
<br />,
<br />
<br />POINT OF
<br />BEGINNING
<br />---......
<br />
<br />N89026'10"E 179.86'
<br />
<br />N89026'10"[
<br />91.62'
<br />
<br />_27.71'
<br />
<br />500 YEAR
<br />FL OODPL AIN
<br />L1MITSISEE
<br />SURVEYOR'S
<br />NOTE>
<br />
<br />1882.93')6
<br />
<br />- --
<br />
<br />
<br />
<br />10.24'
<br />S86048'49"E
<br />
<br />- --
<br />
<br />-'b 250.36'l 139.65'
<br />~~7":::- - - - - _ _ 2030Il'n"w
<br />-1- Z - - NO-ACCEss - - 50:00- -
<br />50' HIGHWAY SETBACK ~IN~ - - - : -
<br />S86048'49"[
<br />54.74'
<br />
<br />75'
<br />
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<br />
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<br />
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<br />Cl::Lu:::J
<br /><(<:(1)
<br />Lu_Vl
<br />fJJ-I""
<br />
<br />20' PERMANENT
<br />EASEMENT FOR
<br />GRADING SLOPES
<br />AND MAINTENANCE
<br />DOC.'39~99S6
<br />
<br />1~66:~~., A9-'31c..U~-IU.RE DRIV
<br />169111.'S,i::'. .____ ------_ E 11:
<br />NO ACCESS.... .9.], ~ 1 ---__ Cl::
<br />'---, ~ I 0 --'~<"{'qROEO A'S - :::
<br />15 .... ~ '--- , @ S8002~...9.~6"' fJJ
<br />'--- 437"[ - - _ -::::-._. ~
<br />50.496 SO. FT. 26.01' 106.64' 676.93' ~'-'=- ~
<br />U.16 AC.> --.;;.;:: 533.59' ~ - '-:-.~
<br />....:::--- 250.04' ~.-=-:::--
<br />-~ ~ .;::;......::::::::-...
<br />:i -~~ 17 Q)~~
<br />r<) LMADISO~ GAS"& - -=:::::- 6.91' .
<br />r<) ELECTRIC EASEMENT -::::::- ....::::::::::-...... ".~ .... /
<br />~ (PER CSM '12423) \ ___ '. ",,'
<br />4 0 3 I b - \ !-<J ". ~ ....'............ ,,-
<br />500 YEAR f: 0"" ~ 2 0 - .... ........., 1861'15')~'
<br />FLOODPLAIN 76.147 SO. FT. 0 70.495 SO. FT. f8 ~ p f8 "'.." ~ /f
<br />L1MITSISEE 5 l> ,..., (1.75 AC.) (, (1.62 AC.I/ :0 K; 4.935 so. n. f!~' 1 ........ -......: . '~
<br />SURVEYOR'S ;.0 ~ P!?IVATE STtJl?MI#'ATEI?~ ~ -100' <: I nA9 AC.) -. rv '. ,,~ . .~~
<br />:O~E~ 68.796 SO. FT. :'1 ~_____~~:~~:~:.~:~~~~~----- ~_~ _-=::::_:_:.~.__ m on_____ I-----I-(:.------.-.-.-.-..-.-...-------.~, 44Ctiiz ~~.i_T :_.........~. '.\\~_
<br />
<br />_ _ _-(15" AC r - - -0,1/' :- - ':r
<br />- . a . - - - \ '/ . - _ _~~_ =- - - .- - - - - - - - - - - VARIABLE ". ' A"\
<br />------------uty/-- _40.' IRON IS NOT 10' WIDTH "'~ . \~
<br />- - - - 0 v. , O.!!l LOT LINE . '. \0
<br />
<br />__._.. _.___._~_._._._._._.-_._-._.f-..v.-.-.-.;s..-;.,-~: - .'--'..-~.?I..-. .-.-.-. ---=--.-.-.-.-.-.-:;:-:: . . -0~\"T7\P
<br />_ ~.. ______ ________________________ ----.--- ----------------------------- ------ .---------- ---------------------------- ~~lV -- ~~ ~
<br />- - 2 "i ---=-- - 4l....-
<br />-4 ,~
<br />
<br />
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<br />
<br />
<br />\
<br />
<br />- - - ------
<br />
<br />.......-.......
<br />
<br />497.61'
<br />
<br />S88031'38"[
<br />
<br />356.72'
<br />
<br />(7I1v,~
<br />CP~~~
<br />N.l>~~
<br />~"3\J\t'l
<br />~~V\~
<br />.....
<br />rilt>\l>.
<br />.--Jv,
<br />
<br />53.99'
<br />
<br />\
<br />
<br />1)&...7,1'
<br />
<br />S88031'38"[ 358.37'
<br />2 1.92'
<br />
<br />PUBLIC STORM WATER
<br />DRAINAGE EASEMENT
<br />IPER CSM 12~231
<br />
<br />
<br />----
<br />
<br />----
<br />
<br />50' HIGHWIiY$ETBACK LINE
<br />
<br />o
<br />o
<br />d
<br />('oJ
<br />1""1
<br />87.742 SO. FT. \fl
<br />(2.01 AC.1 ~
<br />;;-,
<br />o
<br />.
<br />o
<br />o
<br />U)
<br />
<br />11
<br />95.758 SO. FT.
<br />(2.20 AC.)
<br />
<br />i"-
<br />-
<br /><Xi
<br />I'-
<br />r<)
<br />W
<br />...
<br />('oJ
<br />;;-,
<br />o
<br />o
<br />o
<br />o
<br />U)
<br />
<br />500 YEAR
<br />FLOODPLAIN
<br />L1MITSISEE
<br />SURVEYOR'S
<br />NOTEI
<br />
<br />13
<br />
<br />12
<br />
<br />-
<br />I'-
<br />.
<br />r--
<br />-
<br />83.482 SO. FT. r<)
<br />U.92 AC.> - - ~
<br />~ >- /' ~
<br />u~y9/ ~
<br />0/ I
<br />I
<br />I
<br />
<br />~
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<br />'"'-~
<br />\ ~-
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<br />\
<br />
<br />'PAG E- L{/
<br />LOCA nON SKETCH
<br />
<br />NOT TO SCALE
<br />SECTIOOI 2'. nit, RIlE
<br />
<br />
<br />
<br />JU' LOCAtOt
<br />
<br />PAR&.A1'
<br />
<br />..........
<br />
<br />-. ....
<br />
<br />~
<br />I
<br />
<br />w
<br />~
<br />I
<br />
<br />~
<br />I
<br />
<br />.IC)ERS RCAD
<br />
<br />
<br />J~)\A9/
<br />\~>'()(,./
<br />.1/ I."
<br />eel" b)~V
<br />/0' v
<br />/ ~ ~/
<br />"
<br />
<br />l...........
<br />----
<br />-----
<br />
<br />250.00'
<br />
<br />252.01'
<br />
<br />CD
<br />
<br />~ 500 YEAR '"
<br />5>\ FLOODPLAIN u;
<br />~ L1MITS(SEE 6
<br />i"- W SURVEYOR'S '"
<br />"! > " ',NOTE! W
<br />~ ('oJ' 8 '<l"
<br />rr> ,,; ~
<br />0::. "" r<J
<br />b 01: "b 153.398 SO. FT. b
<br />o o'~ (3.52 AC.I_ 5i
<br />~ z f: /J6"47:?4" - - - ,
<br />gOb s::, s::, ---- TEMPORARY 7S' WETLAND
<br />VI O! ~ <:s <:s........- CUL-DE'SAC
<br />
<br />J <("" , SURVEYOR'S NOTE>
<br />-~ _.-- .--------..- ~-_._..._--_._-_.__...__.._-_......... --....--.-.-
<br />.--. -- -
<br />_ _ ~ -:. _ :.MADISON GAS &- _ -:.. - -
<br />_ _ _ __ _ _-e.o_ _ r75' _ _ _i ~_9E~ _ _30' _ _ELECTRIC EA~~E~
<br />15' ~. .-: 33" 33' ~ IPE~~'124231
<br />
<br />----------- -- --- ------~ ~:--i_------------ -.--- ----- --------------~--------------- ----------~4-~-~~---------------~-
<br />
<br />~ 66.02' 2213.97'
<br />
<br />MADiSON METROPOLITAN
<br />SEWERAGE DISTRICT EASEMENT
<br />100C. '1l84I63)
<br />
<br />250.00'
<br />S89004'OO"E 1002.01'
<br />.-.- TRADE WINDS
<br />589004'00"E
<br />346.61'
<br />
<br />r<)
<br />PARKWAY ~-.
<br />597.48' 1 r<) 8
<br />250.87'1
<br />1
<br />
<br />
<br />~IOO YEAR ~
<br />/ FLOODPLAIN ,.:
<br />1 L1MITSISEE ;;;
<br />1 SURVEYOR'S 11:
<br />1 NOTE>;:" Ln
<br />
<br />/ 7 ~ :A
<br />.... I'-
<br />96.}2! so. FT. ~ 6 ('oJ
<br />~~~J ~ \fl
<br />-- _ _ _ 100.161 SO. FT. g
<br />\~/PATE STOIi'AlI#'ATEI? ~(2.30 AC.) Ln
<br />.... MANACEAlENT EASEAlENT ~
<br />.... , 0
<br />100' - - .- ' , - - - - 0
<br />_ ___L: ~ ~'~_~. ~ ~- ~-- -. ~~- ~~.-.....-.. ~~..-~ -:..:_- ......--..------ ::..': ~....----::-::..:::---~
<br />
<br />'-'r'-'
<br />
<br />
<br />33' 33'
<br />
<br />,
<br />
<br />---------
<br />
<br />---------
<br />
<br />-~-~---~---~-~_._~--_._-_._--
<br />
<br />._._._._.~_:=_~\.._._._._._._._._._-_._._._-_._-
<br />7 '.
<br />
<br />-----
<br />
<br />100 YEAR
<br />FLOODPLAIN
<br />L1MITS(SEE
<br />SURVEYOR'S
<br />NOTE!
<br />
<br />....
<br />
<br />23.11'
<br />
<br />IS'
<br />
<br />__ MADISON GAS &
<br />ELECTRIC EASEMENT
<br />IPER CSM '12~231
<br />
<br />~t.y/
<br />2589.61' ~\;}\~~
<br />u~/ \.:~v
<br />>' ,.
<br />ALL LOTS WITHIN THIS PLAT ARE SUBJECT TO PUBLIC EASEMENTS FOR DRAINAGE PURPOSES WHICH SHALL BE A MINIMUM OF 6 FEET IN
<br />WIDTH MEASURED FROM THE PROPERTY LINE TO THE INTERIOR OF EACH L07 EXCEPT THE EASEMENTS SHALL BE 12 FEET IN WIDTH ON
<br />THE PERIMETER OF THE PLAT. FOR PURPOSES OF TWO (21 OR MORE LOTS COMBINED FOR A SINGLE DEVELOPMENT SITE. OR WHERE
<br />TWO 121 OR MORE LOTS HAVE SHARED DRIVEWAY AGREEMENT. THE PUBLIC EASEMENT FOR DRAINAGE PURPOSES SHALL BE A MINIMUM
<br />OF SIX (6) FEET IN WIDTH AND SHALL BE MEASURED ONLY FROM THE EXTERIOR PROPERTY LINES OF THE COMBINED LOTS THAT CREATE
<br />A SINGLE DEVELOPMENT SITE. OR HAVE A SHARED DRIVEWAY AGREEMENT. EXCEPT THAT THE EASEMENT SHALL BE 12 FEET IN WIOTH ALONG
<br />THE PERIMETER OF THE PLAT. EASEMENTS SHALL NOT BE REOUIRED ON PROPERTY LINES SHARED WITH GREENWAYS OR PUBLIC STREETS.
<br />NO BUILDINGS. DRIVEWAYS. OR RETAINING WALLS SHALL BE PLACED IN ANY EASEMENT FOR DRAINAGE PURPOSES. FENCES MAY BE PLACEO
<br />IN THE EASEMENT ONLY IF THEY DO NOT IMPEDE THE ANTICIPATED FLOW OF WATER.
<br />
<br />20.33
<br />
<br />7S'WETLAND SETBACK
<br />
<br />
<br />MADISON METROPOLITAN
<br />SEWERAGE DISTRICT EASEMENT
<br />100C. '1l841631
<br />
<br />WETLAND EDGE
<br />
<br />S88047'30"W
<br />
<br />SURVEYOR'S NOTES
<br />
<br />SURVEYOR'S NOTES CONT.
<br />
<br />PORTIONS OF THE LANDS WITHIN THIS PLAT ARE LOCATED WITHIN THE SPECIAL FLOOD HAZARD AREA. AS SHOWN ON
<br />THE FLOOD BOUNDARY AND FLOODWAY MAPS AND THE FLOOD INSURANCE RATE MAPS. BOTH ADOPTED BY THE CITY OF
<br />MADISON AS THE OFFICIAL FLOODPLAIN ZONING MAP. DATED AS BEING EFFECTIVE ON JANUARY 2. 200S. PRIOR TO
<br />THE ISSUANCE OF ANY BUILDING PERMITS FOR NEW CONSTRUCTION OR DEVELOPMENT. ALL APPLICABLE
<br />FLOODPLAIN-RELATED REGULATIONS FOR THE DEVELOPMENT MUST BE SATISFIED.
<br />
<br />I
<br />200
<br />
<br />IN THE EVENT OF A CITY OF MADISON PLAN COMMISSION ANDIOR COMMON COUNCIL APPROVED REDIVISION OF A PREVIOUSLY SUBDIVIDED
<br />PROPERTY. THE UNDERLYING PUBLIC EASEMENTS FOR DRAINAGE PURPOSES ARE RELEASED AND REPLACED BY THOSE REOUIRED AND CREATED
<br />BY THE CURRENT APPROVED SUBDIVISION.
<br />
<br />THE INTRA. BLOCK DRAINAGE EASEMENTS SHALL BE GRADED WITH THE CONSTRUCTION OF EACH PRINCIPAL STRUCTURE IN ACCOROANCE WITH
<br />THE APPROVED STORM WATER DRAINAGE PLAN ON FILE WITH THE CITY ENGINEER AND THE ZONING ADMINISTRATOR. AS AMENDED IN ACCORDANCE
<br />WITH THE MADISON GENERAL ORDINANCES.
<br />
<br />NO ACCESS SHALL BE GRANTED ALONG THE WESTERLY RIGHT OF WAY OF AGRICULTURE ORIVE FOR OUTLOT 1 & LOT 15.
<br />
<br />NO BUILDING SHALL BE CONSTRUCTED WITH A LOW WINDOW OR DOOR OPENING BELOW ELEVATION 861.00 FEET
<br />
<br />BUILOINGS SHALL NOT BE CONSTRUCTED NOR. ELEVATIONS ALTERED wITHIN ALL PRIVATE STORMWATER MANAGEMENT EASEMENTS.
<br />
<br />ALL THE LOTS WITHIN THIS SUBOIVISION ARE SUBJECT TO IMPACT FEES THAT ARE DUE AND PAYABLE AT THE ISSUANCE OF BUILDING PERMITISI.
<br />
<br />THIS SUBDIVISION IS LOCATED IN URBAN DESIGN DISTRICT 1 WHICH WILL REOUIRE URBAN DESIGN COMMISSION APPROVAL PRIOR TO THE
<br />ISSUANCE OF BUILDING PERMITS FOR INDIVIDUAL LOTS.
<br />
<br />FLOOD PLAIN LIMITS WERE DETERMINED FROM FIRM MAP .PANEL O~~lG. EARTHWORK IS ACTIVELY BEING PERFORMED AT THIS SITE. THEREFORE
<br />THIS MAP MAYBE UNRELIABLE FOR FLOODPLAIN DETERMINATIONS IN THE FUTURE.
<br />
<br />THE TEMPORARY CUL-DE-SAC EASEMENT LOCATED ALONG JADON DRIVE IS FOR THE CONSTRUCTION AND MAINTENANCE OF A CUL-DE.SAC. SAID
<br />EASEMENT WILL TERMINATE AT THE TIME OF JAOON DRIVE'S EXTENSION TO THE SOUTH.
<br />
<br />TEMPORARY LIMITED EASEMENTS OVER ALL LOTS WITHIN THIS PLAT SHALL BE GRANTED TO THE CITY OF MADISON FOR THE CONSTRUCTION OF THE
<br />PUBLIC IMPROVEMENTS. SAID EASEMENTS SHALL EXPIRE UPON THE COMPLETION OF THE STREETS AND INFRASTRUCTURE IMPROVEMENTS IN AND
<br />ADJACENT TO THE PLAT AS CONSTRUCTED BY THE CITY OF MADISON FOR PROJECT NO. 53B2111.
<br />
<br />THE SIGNED MOA BETWEEN THE CITY OF MADISON AND THE WISCONSIN DEPARTMENT OF TRANSPORTATION FOR IMPROVEMENTS TO THE INTERSECTION
<br />OF USH 51 AND VOGES ROAD I TERMINAL DRIVE. DATED APRIL 27. 2011; AND THE CITY OF MADISON RESOLUTION NUMBER RES'11-00317.
<br />LEGISLATIVE FILE ID 21958 SHALL BE RECORDED ALONG WITH THE GENESIS SUBDIVISION PLAT.
<br />
<br />HIGHWA Y SETBACK RESTRICTION
<br />
<br />NO IMPROVEMENTS OR STRUCTURES ARE ALLOWED BETWEEN THE RIGHT.OF-WAY LINE AND THE HIGHWAY SE7BACK LINE.
<br />IMPROVEMENTS AND STRUCTURES INCLUDEO BUT ARE NOT LIMITED TO. SIGNS. PARKING AREAS. DRIVEWAYS. WELLS.
<br />SEPTIC SYSTEMS. DRAINAGE FACILITIES. BUILDINGS. AND RETAINING WALLS. IT IS EXPRESSLY INTENDED THAT
<br />THIS RESTRICTION IS FOR THE BENEFIT OF THE PUBLIC AS PROVIDED IN SECTION 236.293. WISCONSIN STATUTES.
<br />ANO SHALL BE ENFORCEABLE BY THE WISCONSIN DEPARTMENT OF TRANSPORTATION OR ITS ASSIGNS. CONTACT THE
<br />WISCONSIN DEPARTMENT OF TRANSPORTATION FOR MORE INFORMATION. THE PHONE NUMBER MAY BE OBTAINED BY
<br />CONTACTING THE COUNTY HIGHWAY OEPARTMENT.
<br />
<br />ACCESS RES TRIC nON
<br />
<br />ALL LOTS AND BLOCKS ARE HEREBY RESTRICTED SO THAT NO OWNER. POSSESSOR. USER. LICENSEE. OR OTHER PERSON
<br />MAY HAVE ANY RIGHT OF DIRECT VEHICULAR INGRESS FROM OR EGRESS TO ANY HIGHWAY LYING WITHIN THE RIGHT
<br />OF WAY OF U.S.H. 12 I U.S.H. 18; IT IS EXPRESSLY INTENDED THAT THIS RESTRICTION CONSTITUTES A
<br />RESTRICTION FOR THE BENEFIT OF THE PUBLIC AS PROVIDED IN S.236.293. STATS.. AND SHALL BE ENFORCEABLE BY
<br />THE DEPARTMENT OR ITS ASSIGNS. ANY ACCESS SHALL BE ALLOWED ONLY BY SPECIAL EXCEPTION. ANY ACCESS
<br />ALLOWED BY SPECIAL EXCEPTION SHALL BY CONFIRMED AND GRANTED THROUGH THE DRIVEWAY PERMITTING PROCESS
<br />AND ALL PERMITS ARE REVOCABLE.
<br />
<br />ACCESS ON THE EXISTING BELTLINE IS CONTROLLED BY C.A. PROJECT CAO~-2(1)
<br />
<br />ACCESS IS RESTRICTED BY WISDOT PROJECT F04.2(31)
<br />
<br />NOISE RESTRICTION
<br />
<br />THE LOTS OF THIS LAND DIVISION MAY EXPERIENCE NOISE AT LEVELS EXCEEDING THE LEVELS IN S. TRANS 405.04.
<br />TABLE I. THESE LEVELS ARE BASED ON FEDERAL STANDARDS. THE DEPARTMENT OF TRANSPORTATION IS NOT
<br />RESPONSIBLE FOR ABATING NOISE FROM EXISTING STATE TRUNK HIGHWAYS OR CONNECTING HIGHWAYS. IN THE ABSENCE
<br />OF ANY INCREASE BY THE DEPARTMENT TO THE HIGHWAYS THROUGH-LANE CAPACITY.
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<br />WETLAND EDGE
<br />
<br />LEGEND
<br />
<br />IIIlI ...GOVERNMENT CORNER (AS NOTED)
<br />o ...SET 11/4 " X 18" IRON REBAR.
<br />WEIGHING 4.13 LBS/LlN. FT.
<br />. ...FOUND 1" 0.0. IRON PIPE
<br />6 ...BM (ELEV. NOTED)
<br />
<br />ALL OTHER LOT, AND OUTLOT CORNERS,
<br />ARE SET 3/4" X 18" IRON REBAR
<br />WEIGHING 1.502 LBS/LlN. FT.
<br />
<br />MEASUREMENTS IN ITALICS ARE FOR
<br />PRIVA TE STORMWA TER EASEMENT
<br />LOCA nONS AND LOCA nON OF
<br />TEMPORARY CUL -DE -SAC
<br />
<br />DATE: 2'11-09
<br />REVISION h 12-16-09
<br />REVISION 2: 5'9-2011
<br />
<br />SHEET 10F 3
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