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Home My WebLink AboutPC TWIN VIEW MEADOWS 51ST & FRANCE_-- �..�. _ ._--T_. -_-. - r T • � k1 ,1 , v, a -'�• fn4 , ._ ._ w Hu I rtlj . n ; . l _L trl ' ..^,, , .: ' Q]OD0) AaC. ,.:' ., 'V ,. L:.....i i • �>:d, p!jI' r r . �_: / .. .vnp In { ,. .,;•tj: � / a :.... :t :..-. rG , ...:Wt '.,,. .., ,. •.. I ., __ .-,{tJ. , t tfD I .ruu ,. 7. .... 1 .1•, I, -,I. a. 07 }} LR"nA /'"i 'i , .�. Y. 1<9� 'Lr,-.^`1 n♦ i ,. ].:t. -... "^ i` _' I, _nr. M Z •. e S i. \ ,A:C o .fv(,t,: < l:i ai 0) LEGAL bF.SCRIPT ON OF. ,, ., .l. r.. 1 « ._... _I[.. -I- t. a �.-. I PROPERTY : - a._.• :, I I . ' t�-. t: ., ., . ...w. , ... ,...., . i --1L _ ..All that art of the North ,j[ N r Half of Government Lot 2 Section .r'.`''. ... <_' \ �_ / k z .. $s•.. .�-:_ e7 t P c 10, r, ,..., r, [ .f _1G_' ....., t ,,::, o J il L.I,_,. ,.•?..._ -, t... �... -0 cL - Township 119 North Range - - :. ,, uo, - s_1p R 21 Westfienne 1n Count Minnesota T% 9. P Y. .L 1. � I F t � ;.',.a• �<... ai:� Iw :. `s.ia 1 '" 4 ... _--.._.._. .t:l .-. ., :J../,..+.. (i <,,. .mod N lying northeasterly 08 the Soo Line Railroad ,formed =I ......, ` �r 1 . „ , ;. L, ... ,,,; ,,.:;,. ru7< . , --_ ... > , ,„,„.,�, _ >. Y 4 Y i .Y .kt ,-,= h::: \.. Y, I:< ..: I fe .: .:G .I —. L ' 'Q -known as the any)Minneapolis, St: Paul'S'Saulte; Ste.. Marie k•.... '�I� _ :e �'+, ,' .-Jr - , r^ -.+! «,.. .:.Railroad Company) right-of-way; . , ' '�:yi, , . „ r„ , ,, I :_ ..__.... p N x .. 1.<1/ , 1-:,;l.._ ..... ... 1, .I % { d , ----: EXCEPT _ r ,.x,. . S ,. / � '. - .> .� � • , y all that art thereof lying South mf-'1 line drawn r I ' .M� /_.. ,T {f] P Y 9 a 1 from am r 5 a-��<.�: .�,.\\ (r I { ? 2 1 I a -point..vhere�thesoutheasterly :line -: of: Lake r T. I i .r.l.•,.. .a _l._ :: ?t<5At • ,.._ - I .L. :aa :airf 1 !! , extended Southwest :nntersects the north line o s d f a Government ,Lot 2; thence continuing along,said extended „ , W I Sine distant 11:95.feet, thence- westerl-423.58feet to V ... _..'•',,: _.... y a Dint' 20 feet South T... - ..,. � � ..a.,. - .,L- p S th of: the north dine of:', said Government Lot 2-• thence 7northwesterly:300 feet to a � � '+ `1j�I <. -,,. . -,. Dint on - said north line :'distant 527 L98-feet `West of. ',: ,.. .. ,, .... �.�« s.. , �,• \r v (( (j the Dint - of beginning;.ahence west aloe said north � , , , / ... ..� ,, ., . �L.- - - ' + . .: , �%i I ..... ! -. ✓t _._ : ,a .,... N. �. .. ., .. a.. h ,i.r � ' line. distant 300. feet' thence South at right angles ' N YY s Y ii, X.. .rtp 9 41 50 - � ': r.l feet; thence. West t° I,_,„ , t a right angles 100 feet, thence.. e. ,. ,\ -{ .., h .. North. at r1 ht an les 50 feet and where terminating; � \ -. .{ „ r 4 11�tI \ - 1' 4 9 n9,. t i yy d I t Y. 1. �.{ A and.. EXCEPT: '- :'. ,,-",j'`� (..,. ...'� L*. ji I, ta, i I w : A parcel of land comprising all that art Of the North a P P 4 e Half of: %,`• P118,.f Government Lot 2, Section :30, Township : Ran a �.22. I : ,.. ., t -, • •,: o. • ' '_ _. _�S. _'+. , �. t� ,A q o Q W ...-:,.. Pg_ 1t Hennepin Count Minnesota, bounded and a .5.'; I 44 , r „„ . _�+ur, ,,. ,� 1 �. : �. L� ' P Y, described as follows. , , 5 �.L-L A q r Commencingat the northeast corns of ': saidGovernment..,I.=„.. ,. .., i %4: r.. t -r a ._ .. .. Lot 2 thence South along the sae �' _ /� 4 .,. ,: ia. _.> tt g.. h t .line of said 9 .._. :.. ./1 ivl I'. -yam/' .. t .\ L. .. ..e. Government Lot 2 a ' distance of 668.83 feet to .the .. _.... :f, h L:,. r C'�-•-�US southeast Corner of said NorthHalf Government ,.. 1 of ov rnment'Lot 2 r. ! a to he ntbeginning and to - the i o4 --of the areal of land nl i be described, : thence o 8 - . •A . _ Al k.. - < --. +� . n..5�' i t e North 8 de tees -13"minutes West , •. yd._ -,. �f ._: ., ,.li ' alongthe'. south ` .line of said North Half- of Government ' -. � - '. :..:..: �_ - � vi ! � :gp, ,� ? �, > - i%4 u\:Fna. r .. . �_ Clu - _ Lot 2 'a distance of ,1, 007 feet; thence North, along a ' line running , Parallel with the -east i ne of !said - ` - -:- � �•_ ,-,4 5 r+ne, `' -- { _ • - - Government. Lot 2 :a -distance. of 708.15:feet,.thence i \ - easterly: along a wine rumm� arallel with said south - :. F �Ar_•, ,. � . 1 -, � � - 2 . 4 4 p yp I -: lino of the: North. Half of. Government Lot.' 2 to a Dint _ •A' _ �{��,•({. 1 ra of intersection with said east line ofsaid Government- ' Lot 2 -which point is'-708.15 '.feet North of said point Of .ItiI��I beginning'. ,pis measured along _ said 'east .line; thence - South along said east line of Government. Lot 2:po the point. of : beginning, 'EXCEPT .therefrom the East 33 LOCATItIN MAPt t er oP, measured at sight angles :to the east line of said Government Lot 2. - , g-n For the purposes of this description,.the east line of Government - .- - „• u o Lot -2 is assumed to run in -a due North and South: direction. J ::: - = ns"' JJ,,,, subject to easements, reservations and restrictions of :record if ••'• < - e I;A I ' . - - t.. �8*13 d \ / 268. D M 11 L a SUBDIVIDER: y L.17 i�rfY ensErn�l "�� ExcE o x ::! \ -� IVIDER. l \ Q MR. RICK HAR16 e / IANN I I o 0 �3 0 � 7 6 s \\ \ \ \ ll \ \ / ss7o 1 \ TWIN VIEW DEVELOPMENT INC, v7 • ti. I I \ I I tI \ , \ 7p \\� \ o I `� \ \ s ioQ✓ 7 ( { 1, I �7 ( 7� 1 I: �I a.ea.m 7038 BROOK,LYN > -y mes W �� j y /� / BLVD. °-0 BROOKLYN CENTER 4 u P N 55429 I osoo so ; 45p°: S9 ° Cy B, \ a W no>� - a-�Cv ,zSti Cl868 p ` /,i s I '/_ G `s sfie SURVEYOR: a \\\ VY 1 / a _ \ 2 q oho \ j tt \ \'Of / ` - — _ J \ 210,000 _ / 70 O -Ip 7� 2 - MR. WALT GREGORY Q esz 7_ 7o gg MERILA & ASSOCIATES, INC. O t 858 q 8401 - 73rd AVE, NO 0 BROOKLYN PARK MN 55428 W .I�'. '> ' C ` C 7�c 6 2ro',Vsso Col !e 1 Col i !o i \ 7 \ \ \ 1 - - - - I s aCo-1 / �,� a6 85 ENGINEER: � �l I _ In o I o a \ MR. JONN C. JOHNSON \ � � ss � m� \ a � 13,E _ , / t!1 ,� � � �d1 tt) \ ap lap _ Q \� F 2 J m m S - m ✓: - C- �� c - _ _ _ r O MERILA &ASSOCIATES INC °, 6 ;\ SJ ,aa to,i o,l¢o tts9o° 92S 12,0 o6CP m _ _ I _ 8401 _ / e e ono 3, o BR00 - -/ �- T -ost KLYN PARK, `r1N 55428 862 `- —� : ,- -95e •. __,ea.e - ' - ew.r ,'.•em.m OWNER: _ — -` �._-•- i - - -- .rat .. em.n _ �I TRI STATE. LAND. CO. �� ✓ P: dSi lG RHO Y _ a O. BOX 530 Or�': I\ MINNEAPOLIS :A1N 854 _ _ _: � 55440 \5,1 o 'TD'T z�L t\lUM k3E.R OF LCO TS won- � r 5ETGK N V 8 F , ET ; ,� I �jpE I D SEE Lij 6 PE -ET W 121di2 2 W ,, 1 ► tJ G- - � 2 0 �K 15T NU U►\I 2131415 )g UJ { tom.- l AZ � I _ o, �, Z 1 NOV 1990 � �� > W OPOSED N1✓TN51-1�(�aoautrs'g.e�)_ O6 UN T �AC• FiC!\9ED LEI . z . U DU—C LOT6 A � � (opES.4 �E� � J O to — _ I Ja a t3 L L•-� �•�� [,�., � E� t,�f, SQL �.. �.. FOR REVIEV! ONLY,of NOT P'OR"CONSTRUCTION USE ` ' ' - �W �3 _ _L f� I r I I 8'-p C-C I�- PROPERTY L.NE 4'-W I 4'-O , T-0• l W-9' 8'-0' C-C OPENLNG3 LOCATED ON ALTERNATE PROPERTY UNEs- i�Fl('�;AL FEKFCF WERRM DETAILL, ------------ I Ix \ x .4 • I � 11 \ I 9 � � � �6' � B63.4. , I I m � E rH. 2 I I \ i i x 4 I m! T C. = 859.36 8 .35 I I I I I .i �i, It V. = 849.14 0 v �6 �v - ----_ v v w i I x�� \ \ / m 854 — 1 1 \ I I I h0OK l6T I NG -- I x857.4 \\ fR�ES /I I I 854--- 3 / i / — _ _ 859.8 � 859.4 856 - \ - - 854 - - - 852 851.7x I I I T \ \ B \ ' �96Av _f i j - — \ - __A \ 861.7 � _ I � N W— INM N W m - - b 1 \ ® B-3 860.81 7 i XI I m I / 860 ' .860 0 X 8 0 3 -. 60 2 _ - - - - --- - 859.9 — --- ___ - - - _.. -.. ... -. _ _ .__ _ 859.9 --- x 859.8 _ - -El MH. � I --- -- Bfi0.5 -_._- ---- -�-- -._ --__ - - -- __ 850.4 •� T.C. 863.03 � A l' na m .1a., I I = 850.28 N VIP �rvL G�j {`LW GB .InA— --�j -..-- - --- '--fix xrl0'"!-------_ --t-h+ 859.9 C..-- ---- -- _ -� W "� -- x N ri li5 -- Ix 860.5 IV M —W HIGH WOOD, VERTICAL BOARD, OPAQUE FENCE X m i No. GYM. P>o'C4!-h4I4-QL NAME GolvtMot t µA."e SLOE I a �11 1=1�AX1I-tU5 �EN}�SYLVvhIIGd LAL►. ��EEt, PAN all �Cj hlM j1G1✓R. PL6."�dNotDE�j }-iD22w� ( F�b•PLE 2.•' g NW /�GB2 RL18RUM `NCRTK�NOOD` NotZTNW0017 }i1bPL E /�" I (7 �11 PtGEt c C� DG F4 g&-Pt-- C ' 1 l l try SP�ULC.E S I � G P� j�l BEd I?u L-��,-E•S c��-.auGo o��a�o f�lrut✓ SC•�ucE S� I� GON,i'tZLSG"CoR_ I5 iZE�.�-Pof-ISIBLE FoVZ LcY_,�-TtN�; 1LLl_ u� i ILITY LI t��5. 2) ALL TREES Ta 4-ld�/E 8 [j.'` MtN• t-14czDwooa �-1tp MUI.GN I t1�JTL�LI_ED W 1T1-6 � .�1-�. 6..�11�G1✓tZ Q„C2(�C�N � T�-' U N1L. • 3� ,, Lt_ P t_AAST M aT E¢ 1 �1� To P 6tAdR T 6E� JF t ONE ��2 �F� PcCG�PTC<1-l.Gt� P.�`'C CTtfiJ.�-ice•. 'i -rtzE Ta t3� PL �yTE� wlTl 4t� NOUQS arecz N oTE.: d L L-I"R.EEt;, -Co Pam!✓ �FZE. r-Z�-r , �w�� E-� 1 N 1L\, M I t-� • �t�v E>z.>f Ta 5+-c� . OF (1) D 1-AE Gc lC31G �66d2 l7 OF C= 1J 1 14 C' ` ILL . Ca) Lot tDSC� P�-klll ist AEI AATIG /�11.`{ . �t t tn.t PI.aN7 t•-�-TIoL�LS St-�L�t� P� L�ETE2.I..IIN.E� I+� 'THCc <=1�L�p \Y bw�1�2 P<?Lv2 `Go ttilsTbl�-b-4Lot�1. E ' NC"RTH 0 50 100 SCALE IN J�FEET g � 61 um CO vi\, GEt,SCC 'Gt1� 0/ul'f.(v12 i �'• b w z 0 a. a U w w 0 0 w ¢ w 0 C� r Z o a � ® JO W w �> w w z Z 41 a Z - w U w Z Y O O m 0) w \ O \ u' w 7 6 Z Y o .1: Z O = w w a w ¢ 2 w O) d of L - - -- - I-_ it _ jIU.-- - TWI h VEW WEAD"OW %`3 / ty� N 1/4 COR. SEC. 10, T H8, R.21 / 'v SET X ON MJ1. Cl) FROM TIES. VV I n - - --I •"� .. v A/�-0 0 . ._._._.- - 30 0 C=2958............................. V J 0 1500_ A 13628'58" MI . 33 9<5 __ �R=126.00 r. I - - - - - -- - - - - - - - ------ --- -- - - -- --------- -- - - ---- \ _ N. LINE GOV'T LOT 2 I /� - 423.56 S89"2632"E- � :? I'34.42j" gg 31 - - 972.24 $$$°07'24��E -. -~\ V ` � NE COR. GOVti' LOT 2 75.00 _. 75.00 20.2711n1 I .y/ )--- ----I 7--- 75.00 - - . ---------1 ----- -- -- -- - - - 'M. I :g8.29 I _ --- --- 76. i--'-' I7600 ---L11 I p=30o 2418 i 1 I i i I ' i I I I -----i - ------ 0 -- - ---7600 06 33.02 LJ h49�°Oh'�h I R 4775 03445E -- --- I cy 0026 I J- C BRG.o Noe ^/ i I I 1 I I wi I I I I I I I OO _ I I` ! I i wl I �I I WI I I 1 I , J 9� -35.1 I i I'. II w' 1 I® I `coi y/,�/ MI la mi Wi WI I wl i J- L_ G. Q� 3 I I Q 1 I I W I M IW 8 N I IW I I O. W I O (O III111III - - i > NIt W1 I. MI - NI Id' 4/ ' n r -in NI M 4 1O Wi I I h r 10 I N M� I NI'- N WI 10 MI In Id O N O 1 I- I0' NI 'm IN W WI �.. NN I I I WM 0I M I iVi IO 1O o_I IV I 1- I. WI - N N O 1 -N 1 I O Iq Irj N I O O I O O 1- O I 1 In in, I W p M I i I W O 1 Z ZI I p I - ° l !N N. MI r,0 I N l0 O I la. ° I IIO ZI 1 I I ZI I pi _ W Ir. 'O 33 33w p� I I Z25 I _ Ol I V ZI 1 OI �� I I I 1 Z Z; I ° M N: ;0 ti Z Z _.I•. - it Z I h l Z 00 d' 0 H L,, 1 I 1 1 1 I qJ ',J 11 1 , 1 1 z \ ' 1 1 0 11 4°4a'3D� l l i i 1 Ii° h 11 ° - i A-3°32'28"� IQ-6° ' Q 1 I ti 1 I p=5 II'30 I - - ----- ------ �- - - ---- _ 27'32"_ _ - - _ I - -OI 1 I p `` I I I 7 I ti I__--- 50.06 26.00 d' i I N.a o0 ``• i I i 6 0h 1 i9 I ___---'J 21.75 5h.05' 46.22 29. 80 54.36 d°4°45, I ! `J -p�'------- l I---- I II �` 4=7°2225". I I_ 51.01 I W I �2 31. 02 I o 39 0=5 14 58° f I L W NO \I .is i 31.84. 75.00 75.00 '� 70.33 i IN I 58 R.T DOC. NO. C.R. DOC. NO. N 1 �3s, 1 72.22 1 5.31 I_._ Z_ W ` P I I_ L 79.80 50.07 O --- tO = m ` `720 s,° 1 N J� I �0' Nl. II -'.0 3fi'W i°' o .L=99.75 R=571. 50 in N88°07�24�--Woo.- R-4- 53.9 I 126.00 94.59 In cT �N j\ _T--In 186.70 Nab°0724'W- 0=10° L=99.75 R=5715o II S81 52 11 In N. i � 78 �7241W'4=10°' 975 N In � M 7 V .__-.. _..-.. N in p,,, I �• R=571.50 1 121.41 N88°07'24 _ 4 1 �I S� 4 Zp i I� e72 MI 1 • "� I 5g 16_ -38_48 I3655 _3567 _1 39.39 1 I 1 J ' I' I ��230 1 16 20.60 ----0 -� rA=4°06'34' I I 2 o rr 34.30 1 It° No�I-- N I .1 R3. 32,01 �� -I i A-5 5326 i i I 5 2 5 1 o _ g5 IM N \ /S •, 1 43.39 75.00 _ 52' I 1 I I I 4 4 39'IS" 4_ _ _ In > -Ir-\ --�---- 6831 75.25 _ Y- I 1 I I 6 0 4 =W 5137 0=1 04 - - ------------ I /a i I I ___?37 ^-- -- I 56'41" i l I I �, ----7op6'32' I \23.91 I 11 I I I I I Qc o _ 42.48 32.55 90.00 - w U W i N41°22'32"E 1 I I 1 I A= -2 1 5 5 ---4 O------ I I I i I \ I 1 I 0 0 5�33u l I N g'Izn I ° r O O Z II I I 1 I. �°l .'Oh I 1 I I i I IV �� I �- 0'4a" i I Q o �� I It�IIs.�I�L. I O I I I i �O1 I.. WI Wi Wj \ I I 1 I O O I ry I W1 I i. I ' WI I W1 I WI I I 1 MI 1 <OI 1 WI WI I I 1 O O W I 'I 1 _ WI 1 WI I - <O I _ W I IN W MI W _ 1 _ I W W 1 I W I WI Wl MI MI IM MI IM NI IW N1 �r ml IW W1 I -WI I Z I M Ic 0 Ih MI N MI 10 N' Ip O NI la 0 I Iln W M I IW M ti MI IM I I NI I MI ON NI 101 N Im WI fn NI Id: Inl 1W I co O I IW Nl. I- -NI Im a l I IW N Iln WI In h' IN O 1 I- O I_ I- -NI I 01 O IIp O o p 1 IN - ZI l of I O Ir o I I W W I 10 ° - Ip N I I 1- O I 1 1 _ I" LI J W I 1 Z5 - I- O /� Z O I� I l M 1 l I 01 I I la 0 1 I I of I I® o: zl L/ zl Z� 1 j zl Z� OI 1 '- ll I' 7.5 zi zi z� ; zi ; I!�✓ ; s' ; 6 5 4 3 ; Z� I a I I ,. 1 i l00 Z 1 ' I I L___________J I n_ 1 I ' I ' I L-------- --� L --- i T____I L L___________J ------------ W ___ I__________.___ f0 I i \I__________ 0 Li- ' �443 53.73 1 75.00 75.(`0 W v a N 75.00 i 2L13 G� 1/. ii 75.00 75.00 75.00 75.00 75.00 75.00 I 30 I O I N88°26'53"I it 75.00 W I 973.98 N88°09�53��W -- - 75,00 95.25 - 33.02' I F l IOOZ 00 - - - - I i o 33 KNOW ALL MEN BY THESE PRESENTS: That Twin View Development, Inc., a Minnesota W N corporation, owner of the following described property situated in the County of Has caused the same to be surveyed and platted as TWIN VIEW MEADOWS and does o Z Hennepin, State of Minnesota, to wit: hereby donate and dedicate to the public for public use forever the Avenue and the 0' easements for drainage and utility purposes as shown on the plat. o All that part of the North Half of Government Lot 2, in Section 10, Township 118 North, V Range 21 West, Hennepin County, Minnesota, lying northeasterly of the Soo Line Railroad In witness whereof said Twin View Development, Inc., a Minnesota corporation, has N I I (formerly known as the Minneapolis, St. Paul & Saulte Ste. Marie Railroad Company) right_ caused these presents to be signed by its proper officer this day of of way; 19_ • I W o EXCEPTING THEREFROM: TWIN VIEW DEVELOPMENT, INC. I i =o O I 1 o o All that part thereof lying North of a line drawn from a point where the BY a o o southeasterly line of Lake Drive, extended Southwest intersects the north line of Rick L Hartmann, its president t In S 1/4 CDR. 0 o said Government Lot 2; thence continuing along said extended line distant 11.95 I /sEc.lo,Tlle,R.21 z Z feet; thence Westerly 423.58 feet to a point 20 feet South of the north line of said ` HENN.CO. C.I.M. N Government Lot 2; thence. Northwesterly 100 feet to a point on said north line STATE OF MINNESOTA M - distant 527.98 feet West of the point of beginning; thence West along said north COUNTY OF i o line distant 300 feet; thence South at right angles 50 feet; thence West at right angles 100 feet; thence North at right angles 50 feet and there terminating; The foregoing instrument was acknowledged before me this day of 1 , , 19, by Rick L Hartmann, its president of Twin View and EXCEPTING THEREFROM: Development, Inc., a Minnesota corporation, on behalf of the corporation'. A parcel of land comprising all that part of the North Half of Government Lot 2, in Section �s LINE of 10, Township 118, Range 21 West, Hennepin County, Minnesota, bounded and described N I/2 OF GovY Notary Public, County Minnesota I I / LOT 2. as follows: My Commission expires Commencing at the northeast corner of said Government Lot 2; thence South .along the east line of said Government Lot 2 a distance of 668.83 feet to the southeast corner of said North Half of Government Lot 2 and to the point of beginning of the parcel of land to be described; thence North 88 degrees 13 minutes West along the south line of said North Half of Government Lot 2 a distance of 1,007 feet; thence North along a line running parallel with the east line of said Government Lot 2 a distance of 308.15 feet; thence Easterly along a line running parallel with said south line of the North Half of Government Lot 2 to a point of intersection with said east line of said Government Lot 2 which point is 308.15 feet North of said point of beginning as measured along said east line; thence South along said east line of Government Lot 2 to the point of beginning, and EXCEPTIING THEREFROM: The East 2 rods (33 feet) thereof, as measured at right angles from the East line of said Government Lot 2. hereby certify that I have surveyed and platted the property described on this plat as TWIN VIEW MEADOWS that this plat is correct representation of said survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown; that the outside boundary lines are correctly designated on the plat; and that there are no wetlands or public highways to be designated on said plat. Walter J. Gregory, Land Surveyor Minnesota License No. 14889 N 0 50 100 SCALE IN f FEET 0 DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET WITH CAP STAMPED RL.S. 14869 FOR PURPOSES OF THIS PLAT THE N-S 1/4 LINE. OF SEC. 10 IS ASSUMED TO BEAR N00°00'00'IE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS! 0 IF I I` O BEING 5 FEET IN WIDTH, UNLESS OTHERWISE NOTED, AND ADJOINING SIDE LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE NOTED, AND ADJOINING RIGHT-OF-WAY AND REAR LOT LINES, AS SHOWN ON PLAT. c av " ON 6?.©0�4 A. &ASSOCIATES ENGINEERING SURVEYING PLANNING SHEET I OF 2 SHEETS 113156L1 70 to N0) � 5 m M OZ > N > QroZ6 �N Z Mao z 0 =a ° J `t (D M co CD d Lij NO J � [IjJun pq --j (n W Z LLJ 1r"a*j�rA a \ z_ c o N $ a o 9 .. of �� =EYn N M z O a c U w 0 z O w CC IW- Q 0 O U W Z Z 2 ui i,- �LU w 2 ® 0 Llj �w �j w Z Z Lu U Z `: J Y O oc m � o 00 n r Q 'I z3U W Zb J O p p V LL of w w x R I ilv%a. 1`IV. TWF\ VJEW vAEAU%j C.R. DOC. NO. F, I 0. — — — — — — --------------- --- \------------------- V / \\-- '- -------------------- °-' �36"E , SW LY EX OF SE LY _ 268.74 S88°07'24"E — N — ——300.00 S88°07'2�I"E —---------- 3 — W T \ Ot0 S 927.78 N� LINE GOV�T LOT 2 N3; g5•� LINE OF LAKE DR. O pM ,.. �� '00 STREET & UTILITY EASEMENT 1IQ�6 °35�� — m pN r.,;�'� O C.R. DOC.NO.5322483 0.OQ_��Ei0 �" 1�rLP�IVri --T— - - ---- - ---------------------------�� .,� �o N �%—423.58 S89028'32"E-- 1-0_--- - ----- --z-r ----- --— -------- --- -------- --------------------- - - - - -- - - -403.31 -0 -__----� S88°07'24 EeO ----------------------------- I II -------------------------------------- —100.00— ---/ --- i -I IN I M I O 1 Z � 1 S4ry/T � J I I U) W , PMFN \ c\ R `` O hJ T P... ®T AD=aZe 00 SIN IN; i W Tom. O I OP \ ooc ` p 29, \ I/LL N 25 /63 /' I i / LLI O W 51.37 W N41°22'32' E U (A \ /I/ , \/ Ss28 I✓ �P��\4 W (✓ 36 sINI I w l H STATE OF MINNESOTA COUNTY OF HENNEPIN M s(9° The foregoing Surveyor's Certificate was acknowledged before me this day \ s2 • Z of 19—, by Walter J. Gregory, Land Surveyor. \ sa"ty Iml 1,6 IN Notary Public, County Minnesota My Commission expires I I �21.13 \. °1345" R=387.95 37.31 �1, aq3 .\ p=19 -58.44- C=171.95 C.BRG.=SB4046'O3"W \9I g2 N8802653"Wi I`;1 CITY OF BROOKLYN CENTER, MINNESOTA L=173.304=24053'22° °Ig22W ..\ R=398.95 1S�3A qA I This plat of TWIN VIEW MEADOWS was approved and accepted by the City Council of BROOKLYN CENTER, Minnesota, at a regular meeting thereof held this day 1 ,/ of 19 A.D. If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway \ Engineer have been received by the City or the prescribed 30 day period has elapsed without recepON i t of such comments and recommendations, as provided by Minnesota ; to Statutes, Section 505.03, Subd. 2. z 3' c0� CITY COUNCIL OF BROOKL YN CENTER MINNESOTA I eo OU T L OT B B �o � wai ' MI Mayor h 3 Z y � o i W �❑ IN'' 0 Y City Clerk �..\ 0' W p ?)' 499. O h \. O O PROPERTY TAX AND PUBLIC RECORDS DEPARTMENT \ o po Hennepin County, Minnesota 751 i Z. z es t a in 19_ and prior years have been paid for land 1 hereby certify that taxes payable able described on this plat. Dated this day of 19 \ ro m O � I Dale G. Folstad, Hennepin County Auditor 75 I DRAINAGE AND UTILITY EASEMENTS4 \ BY ' Deputy ARE SHOWN THUS: SURVEY DIVISION, Hennepin County, Minnesota If Pursuant to Minnesota Statute Sec. 3836.565 (1969), this plat has been approved this -- " \ N I 7 day OfLS LINE OF NI/20F Bernard H. Larson, Hennepin County Surveyor GOVT LOT 2. \� 29.82 \ \ N88°09'53"W By —{ 1 \ COUNTY RECORDER, Hennepin County, Minnesota 0 NNI O DENOTES N MONUMENT FOUND hereby certify that the within plat of TWIN VIEW MEADOWS was filed in this office this 0 DENOTES IRON MONUMENT SET WITH �. day Of 119 __, at _ o'clock M. BEING 5 FEET IN WIDTH, UNLESS CAP STAMPED RL.S.! 14889 \ OTHERWISE NOTED, AND ADJOINING FOR PURPOSES OF THIS PLAT THE R. Dan Carlson, County Recorder SIDE LOT LINES, AND BEING 10 FEET MERDIA IN WIDTH, UNLESS OTHERWISE NOTED, N S I/4 LINE OF SEC.10 IS 0 0 IDoPEN MR9AND ADJOINING RIGHT-OF-WAY AND ASSUMED TO BEAR N00°0000'E I &ASSOCIATES REAR LOT LINES, AS SHOWN ON PLAT. SCALE IN FEET ENGINEERING SURVEYING PLANNING By Deputy SHEET 2 OF 2 SHEETS l'"3 1 51991 C "' °', Cl) LO, LO" °zIn In N N z z C ON z r o a ° J oo�x cmF- LL C) W Ui i W ® C0 U z WTI V) LLI W / CD k—=9 W f o \ 30� AE �EJ z -e. =`poIn i q m z 0 a U W z 0 w cc F �z W O �LU �W w > W Z� z � U o z, O' cc m T C7 00 � r ❑ z z'y" T Z O `� ❑ 9 ?: U W � = W C9 = ❑ ❑ U W of w W x B-618 CURB 8 GUTTER 1/1 IR r a ' r. "I Slope '�- -. a 6.. Slo P a�' Per Ft. —1 � ,, ' . • Top Bit. Mat /2 Fi • • . 13Y:z ease e L18 • 1 8' B®61 S 8i SURMOUNTABLE COACRETE CURB AND GUTTER ROCM1Y a4 y� M/rs oFMeN� igq pR V HGV i F4pROv TYPICAL DRIVEWAY NOTEr DECREASE CURB HEIGHT TO 0" AT STREET EDGE OF SIDEWALK 5' RADIUS ON RESIDENTIAL DRIVEWAYS 20' RADIUS ON COMMERICAL DRIVEWAYS TYPICAL DRIVEWAY CONTRACTOR SHALL PROVIDE TO THE CITY ENGINEER ALL TIES TO WYES. BENDS AND ENDS OF SERVICES TERMINATION POINT AS )L-TERMINED BY THE Ef THE PIPE SHALL BE TERMINATED WITH A STEEL FENCE 4"OR 6" FACTORY POST JOINT WITH PLUG, USING A FACTORY MANUFACTURED ADAPTOR WHERE NECESSARY. �4-X 4 450 BEND WITH 7 WYE ONLY 4' 6" SERVICE I P.V.C. SADDLE AS SPECIFIED) IF INSTALLED ON EXISTING WYE BRANCH OR 'I. SANITARY TEE BRANCH ON MAINLINE MAIN LINE PLAN U 5 MIN. TO 12' MAX. 1 MARKER 4" OR 6" P.V.C. OR D.I.P. '••�� F.�`J,i i,T _ I/ MAIN LINE SLOPE SHALL BE r NOTE: AT THE END OF EACH SERVICE I �° ME •'. .:,5 CONTRACTOR SHALL FURNISH AND UNLESS OTHERWISE )'=•� SET A WOODEN 4" x 4" STAKE VERT) DIRECTED. WOODEN STAKE SHALL EXTEND 2' ABOVE GRADE. A 6' STEEL PROFILE FENCE POST SHALL BE INSTALLED 24" INTO THE GROUND DIRECTLY ROTE: MATERIALS USED SHALL CONFORM TO BEHIND THE STAKE.. SPEUFICAT10N5 6".RESIDENTIAL, NON REINFORCED 8" COMMERICAL, NON REINFORCED STANDARD B618 C a G TYPICAL SA C rARY HOUSE SERVICE _ pV C PRECAST ECCENTRIC CONE En d R-4 JOINTS STEPS AS PER s1 STANDARD PLATE:4 INSTALL ON DOWNSTREAM >'. SIDE OF MANHOLE;• , -;� 4'- 0" STANDARD CASTING NEENAH R-1733B SOLID COVER WITH 2 CONCEALED PICK HOLES AND LUG, AND MARKED SANITARYSEWER CONCRETE ADJUSTMENT RINGS MIN. 3, MAX 6 - 2" RINGS, GROUT INSIDE,OUTSIDE AND BETWEEN RINGS WOOD SHIMS ARE NOT ACCEPTABLE SECTION A - A NOTE: Copper is to be one continuous piece. No joints, couplings, Blo„ allowed from main to curb slop. I 3 ? 45°MIN. 0 4 f' AS SHOWN BY ARROWS I ri WALLS TO BE CONSTRUCTED OF PRECAST SECTIONS, I I I BUT CONCRETE SEWER BLOCKS MAY BE USED TO 1 1 GET ABOVE: LARGEST PIPE IN MANHOLE i 1 I I I - 16" SECTION SHALL BE INSTALLED BELOW THE CONE SECTION ( IF BLOCKS MUST BE USED. oy:;' SHALL BE GROUTED INSIDE, OUTSIDE AND BETWEEN BLOCKS) 5" 5 - 4 MANHOLE SLAB SHALL BE CRETEX TYPE It -MANHOLE FLOOR SHALL BE SLOPED TO PROVIDE A OR APPROVED EQUAL, DESIGNED FOR SMOOTH FLOW FROM INLET TO OUTLET AASHTO H.S 20 HIGHWAY LOADING MATCH O.BTHS POINTS OF MAINLINE SEWER PLUS DEAD LOAD AND LATERIAL BRANCH MANHOLE BOTTOMS SHALL BE PREFORMED. WHEN PIPES ARE 27- OR LARGER, THE BOTTOM OF MANHOLE SHALL BE CONSTRUCTED USING A LARGER DIAMETER AS SPECIFIED ELSEWHERE ?;()'rE: 6" BASE FOR ALL MANHOLES LESS THAN 14' DEEP. INCREASE BASE I" PER 4' OF DEPTH BEYOND 14' REINFORCE WITH 6" X 6" 10 / 10 MESH. STANDARD NIANIFOLE (SANIT RV SEWER) I"Copper water service with loops to provide for settlement. CORPORATION STOPS SEE SPECIFICATIONS NOTE: I. TOP OF HYDRANT DESIGN ELEVATION SHALL BE DETERMINED BY PLANS AND THE ENGINEER 2. FIRE HYDRANTS SHALL BE PAINTED RED AT THE FACTORY 1 NATIONAL STANDARD OPERATING NUT 4-1/2" PUMPER CONNECTION IMPLS, STANDARD THREAD) .-i Caps to be Chained O Pentagon Nut on Caps z ' W 2.1/2- HOSE CONNECTION (MPLS. STANDARD THREAD) F-- O 8' STEEL FENCE PO T z VARIABLE - 4- OF BURY W LOCATION OF VALVE SHALL. W BE WITHIN THE BITUMINOUS SURFACE FINISHED BOULEVARD GRADE FINISHED BITUMINOUS Adjust curb slop to I below finished boulevard SURFACE !^`�' ` grade / D.DS' W S WBR 9 W U — J _ — — — — SEE STANDARD PLATE 1002 FOR GATE VALVE — ALL PIPING SHALL BE " COMPLETELY ENCASED Approximate boulevard m_ IN POLYETHYLENE WRAP — grade.(See typical street section.) 3 , c 3 CURB BOXES SEE SPECIFICATIONS < 6"Gate Valve Resilient Wedge c ° Type or Approved v o Tie Hydrant to Valve Equal With Two (2) 3/y'-Te Rods SEE SPECIFICATIONS L7 RODS TO BE COATED Concrete Block A n ° d ' EYE BOLTS y ° a a � o Tie Valve to Tee ° D ,' ' 0.4 a . on Main With Two(2) °0 0 3ia Tie Rods n 0 d s 7 9 o O t v A,o T e� COATED 'e C0.1.r Undisturbea Soi! Concrete BIJck NOTE: PLUG WEEP HOLE WITHIN WATER TABLE Block TYMCAL HOUSE SERIME CONII`�IECTION RECTANGULAR CASTING 24'X36" SLAB OPENING MANHOLE f 5 LAB I DIA. CIA. WALL WIDTH A 4�' 5-3/4' fi' 58" 54' 6-1/4" 7 66%2 60' 6-3/4' 7" 72' 6 F;' 7-1/4' 8' 78" 7Z 7-3/4" 8' 86" dge of rectangular opening in lop slab at corner tl A , ' dge of top slab _ 1 I I I It� I0 I � I I I I I'� 1' I I I I I lam'. I , s 24"1 36" Slab opening for R,3067 casting r , I ' I I I I 1 I � , I t i I CATCH BASIN CASTING NEENAH R-3067 OR EQUAL, WITH DR. OR OIL GRATE ' CONCRETE ADJUSTMENT RINGS MIN. 3, MAX 6 - 2- RINGS, GROUT INSIDE,OUTSIDE AND BETWEEN RINGS WOOD SHIMS ARE NOT ACCEPTABLE I' 'IL ICI A'I 6" precast reinforced I� concrete stoo. •,I 4. O., �a �. Precast manhole sections. ,I ALL JOINTS SHALL BE R - 4 STEPS AS PER STANDARD PLATE 21 a 16. O.C. I 8 Precast segmental anerete block to :he top of the pipe, fc . manholes with pipe diameter over 24. GROUT BETWEEN AND INSIDE OF BLOCKS ,bF Use opening in 4' mcnhok sactiol 4 m to 24 diaeter •r. �•,' Q J' M.n. slab thickness, 6 for CONC. 14 depti. Increase C for each 4' of depth greater than 14' ' •+ ��. and reinforce with 6-1 6" 6 '•.�,- , 10/10 mesn. CATCH BASIN FLOOR SHALL , BE SLOPED TO PROVIDE A SMOOTH FLOW FROM INLET TO OUTLET POUR BENCH TO SPRING LINE CATCH BASIN MAFHOLE TYPICAL HY®RAN !7 AND GATE VALVE MTNALLATi V) back of curb n z � O I — CATCH BASIN CASTING NEENAH R-3067 OR EQUAL, WITH DR OR DL GRATE 35 1 /2" to N I I I I I I.,SDI lIl II I I I I I I I Right hand grate shown. I I I I I PLAN CONCRETE ADJUSTMENT RINGS ' MIN. 3, MAX 6 - 2" RINGS, GROUT LID INSIDE,OUTSIDE AND BETWEEN RINGS , -�; WOOD SHIMS ARE NOT ACCEPTABLE - :ITCH BASIN FLOOR SHALL BE. SLOPED 4'1 ' pre S• 10 10 PROVIDE A SMOOTH FLOW TO OUTLET Bench Shall Extend to ' Sp ng Line of Pipe X / n < •• lD SECTION SINGLE DIRE CATCH BASIN TYPE A 31-CTARIGULAR � N N aju N � nU � o co r` z�^� C7 d� N� >�rM < co Z z pa CN z f_ Boas Q o O W x a_ mm1--li V) z 5I W W Cr Cr C/) �'" LLL z z LL °a n cos r a�� o oe`} Za ti E o - — .eo o z sae• a m Z O F a 2 U N W O 4 0 0 0 W z z ►: W g �a O J W > Win 3 F— �> W LU U }y z r? J Z o Y 0 % 0 I+• � m 00 0 0 W i z Z Y 0 1 2 O < O W 2 X 0 0 C) J LL NOTE: SEE SPECIFICATIONS FOR BROOKLYN CENTER STANDARD DETAILS M, 0 51991 3 of W w rn >Oi EL'_v"iICx S OP.Ix.GC ' MOOSe0 LOT CO IIP IiL"ATIC" 9LGCM M OEP LOT .WnBEP 2 P"Ix.GE .aP... NORTH <La9 :a 9.Cr LE a.,c.:eyr WVse u I GawDE wi aEwa Of xpISE ✓wD 12 .L.O& TlaE, 0 50 100 I FE, - FULL BASEMENT 9 3 951 . O� S SE WO - SPLIT ENTRY WALKOUT 77 r r F9'NO SE - SPLIT ENTRY L.* o:xExsm" 959. 5 959.0 c.a.ce PLDoa 0.ex SE3aCr=eW:aE•EaTi I -:... .PLv- n a I e ae I NOTE: Sloe .�COSV SCALE IN FEET lIOE-..P.GE) FS BASEMENT 8'-0"BELOW uw ba_07 a _` siPEEi GARAGE FLOOR ELEV. C.9 IWO.ATIC. �`\\` SE BASEMENT -D°BELOW irvrcwL c LOCwnM .rcx 6six 4' SEWO GARAGE FLOOR ELEV. LEGEND MIN, BASEMENT FLOOR TYPICAL HOUSE PAD FLEV. 857.0 EXISTING PROPOSED CONTOURS: ALL PADS 50' DEEP EXCEPT FOR LOT 2, BLK. 1 WHICH IS 40' DEEP INDEX SEE SHEET 5-FOR TYPICAL HOUSE PAD GRADING INTERMEDIATE & EROISION CONTROL DETAILS T SPOT ELEVATION O0000 DIRECTION OF FLOW �-,-0% MANHOLE O HYDRANT _ VALVE 3 I CATCH BASIN II I 1` SANITARY SEWER �- �-- 111 1 II \ \ WATERMAIN STORM SEWER J I I \\ �i• / / / -- � � � SILT FENCE - t NORTHi it SOIL BORINGS E�^MH.,,�,. ..,. 86 .5 _ B63. - - - tj= . u 865.5 18"F.E.s. \. �� 862. - B64.5 \ SE/FB SE/FB \ 1SEW0 863.7r 8&3.5 864.10 SE/FB INV. 851.00 \ �, ' ! 1 r 1 B-3 \ - - - / (SEE WEER DEJAIL) \\ 857 0 SEWO g _ �g SE ` SE ! SE `\ 865.0 864.7 864.2 / o 5 Ss.o x " S 86 m . A/ 64./ h\ B58. %858.B5 a �25865.0 .0 864 l / _ I _ l _ - 7 6 �i 3 4 _ 6'64. J 863J ..'�O _ 91 V _ -/1 I G66 \ _ _ _ _ L -$626 _- -- ---- ----- -� 2 X 8631 866 � 1 A 859 B59 . / Z .. B6U 2 e I m - r 860.0 - i 'B59 d .�:.. % _.. 860.3 MH= . 863.03B59 B . - - 856 - 854 _ OUTLOT 3 852 B51.7 es6 \ i 860 5 7 60. A TWIN VIEW MEADOWS PROJECT NO.: 90-178 CALCULATIONS BY: CNG DATE: 3-19-91 PRINTED: LOCATION: Brooklyn Center, MN CHECKED BY: .ICJ DATE: 3-21-11 19-Mar-91 FILE: STORM_A.WR1 11:58 AM STORM FREQUENCY: 5 YEARS 5-year Capacity West of France Ave. PLAN SCALE: 1' = 50 FT. 2-Inch Rainfall from France Ave_ ASSUMED VALUE, n: 0.012 Minimum 0.1 h. fall across CB's L MH's CT(')'PM gFWFR TIFgTCTN C'.AT.C.TTT.ATT0Nq From To �I. Lenglh Ft. Indiv. Area Acre Sum. Area Acre I C Avq. CB To I CO Min, I IntHr, CFS Pipe I1 Pipe Pipe. I Hyd. I Q IIDia. GradelGradel Vel. 1 CFS 11 In. I o% 1 '>L; FUS Pipe It Cap.I CFS i Upstream II - Downstream i1 Comments T.C. Invert Build T.C. Invert Build CB 100 ICB I O7 65 1.50 1.50 1 0.40 20.2 1 2.2 1 1.3 1.3 15 0.95 0.95 5.6 6.8 ! 860.40 1 856.65 3.75 859.98 856.03 3.95 (Future GB Fast Side France II II iil it i I II I I I I II OBe107A JOB 107 11 30. 033 2.43 110.40 120.1 1 2.3 03 1 2.2 15 10.67 ' 0.67 14.7 ' 5.7 - 859.98 185G.23 3.75 859.98 1 856.03 1 3.95 Drains a from France Ave. ! CBw107AICB 107 11 30 11 1.66 1 1.66 1 0 40 122.9 3.3 i 2.2 1 2.2 II 15 1 0.67 1 0.67 1 4.7 1 5.7 II 859.98 1 856.23 1 3.75 11 859.98 1856.03 1 3.95 It Drainage from 50th Ave. I i I 11 'I 1 I I t I I 11 I CB 107 CB 106 11 310 0.50 1 2.16 11 0.40 1 24.3. 1 3.2 1 0.? 6 1 18 ! Q37 ! 0.31 ' 3.6 I 6a i1 859.9E 1 855 83 I 4.15 11 861 .53 ! 854.67 1 6,66 P ! GB 106 GB 105 305 Y.07 3.241 0.40 I Z5.5 i 3.1 1.6 17.6 li 18 0.44 1 0.44 4.3 7.6 II 861.53 854.77 6.76 I 961.91 853.93 8.48 it CB 105 C6 104 225 1.18 4.41 10.40 26.3 3.1 1.8 9.0 " 18 10.63 0.63 5.1 9.0 11 861.91 853.33 8.58 960.52 1851.91 8.61 CB 104 CB 101 105 I 0.44 4.86 0.40 26.7 1 3.1 0.6 1 9.6 11 21 10.31 4.0 .. 9.6 11 860.52 851.71 8.81 1 858.36 1.851.39 I 6.97 1 10.31 CB 103 CB 102 30 0.78 0.7E 0.50 115.8 4.0 1 1.6 - 1.6 15 11.00) 1.00 5.7 7.0 1 856.86 853.11 3.75 856.86 I 852.81 4.05 ; CB 102 ICB 101 11 114 1) 1.50 2.28 1 0.43 21.2 3.5 1 2.1 1 3.5 11 15 10.81 0.81 ( 5.1 1 6.3 1 856.86 852.71 4.15 11858.36 1851.79 6.57 I CB 101 Outlet 60 0.95 8.09 0.41 1 26.9 1 3.0 1 1.4 113.5 'I 24 10.31 0.31 14.3 113.6 11856.36 1851.19 1 7.17 11 NA 1851.00 NA -859 9 -- - ,\ I = B50.2B % _ B60.5 U-BOLT HOLES EMBED END OF 18 PLATES ON ENDS OF SKIMMER (USE 3/8" STEEL PLATE) m m �1 CONTINOUS WELDED CONNECTION ALONG 18" TOP 8 SIDES OF SKIMMER HWL 852.6 BOTTOM OF ORIFICE - --"----"'-- =e= TO BE MOUNTED AT IB"FES INV. EL. OF F.E.S. IBIR.C.P. W'/TRASH GUARD NWL 851.0 RIP RAP IS "MIN. (UNGROUTED) FILTER FABRIC UNDIISTURBED ;§ o Q SOIL WEIR DETAIL 44" 48" U-BOLTS W/WATER TIGHT WASHERS -CONNECT TO TRASH GUARD MAY BE .WELDED Q 90" $ OR BENT -w/MAX. 3" RADIUS 6" ., I 10 1/2, 4" i i NOTE: STEEL PLATE SHALL BE MIN. 3/8" THICK r1=`@1E0V7[E h rill 15 I'mi, M LD `N V) n z M t` Z n 7 r > - N > D _ N D n z L 0 N �L Q a D oO _o°'x a m CD F- LL W LL LL 7C/ j 0 ice® EL -I(n LLLL L L LL w T 'D ao o S Y E D3 _ E c D u j o � o ° v m 2 O a cc L) fn w a Z O U w cl f- Q O 0 0 w z z 91 a?'( �j� rrr J rLL VA 0 Ga f L �z �W�_ a 0 w LU o uJa F IU i LL Z C O C C 00 t` Lh LU Z Z C7 0 w O X Z r I O O LU IL I pt]O J w Of W I 10, 1 5' 25' 5' 1 25' BLK. 1 35' BILK. 2 R/W 25'NORTH OF CENTERLINE 3-1-SOUTH OF CENTERLINE CIL I I }'- I I GRADE 908.0 GARAGE FLOOR 908.0 \� J 2' HOLD DOWN L033' TOPSOIL MIN _ -_-.-_--_-_ DSO Val / T-_.__-_ �• -\ �� BASEMENT FLOOR 900.0 �+ / \ \ \ SUITABLE BEARING SOIL BEARING SOIL \ \ SUITABLE FULLL EASEMENT (F13) R/W CIL GARAGE FLOOR 908.0 033' TOPSOIL MIN 1.5' HOLD DOWN _ 2.0%, y GRADE 9D4.0 N7\SE r �g5 O / \ / BASEMENT FLOOR 900.0 SUITABLE BEARING 5011. SUITABLE BEARING SOIL MULL BASEMENT LOOK -®CDT (F[3L®) GARAGE FLOOR 908.0 t' HOLD DOWN 0.33' TOPSOIL MIN. - - - 2.0'b 0.5' l' HOLD DOWNSEMENT FLOOR 900.0 \ / �\: �,: \ \�SUrTABLE BEARING SOIL 0.33' TOPSOI}' N11N. I � CONSTRUCTION OF A SILT FENCE FULL EASEMEHT WALK-, CDT (I 3WO) \e\ \ SUITABLE RING SOIL t`,�a, EE.I��,'sl.►I p/� //��s, (HOT A■ L� A LE) 1.set posts and excavate a 4'x 4'. trench upelope-along the line of 2.(High wire fencing nq to. the posts. (High flew areas only) -. C pause. �- saAot115/E><ostps coKrxa IlarEs _ 1. Where soil corrections and/or filling occur within the street right-of-way, the backffll material shall be tcspacted to 95% of the standard moisture density, relationship of soils (ASTM D-698-TO) except the -top three feet (3') of the backffll which shall be compacted to 100r density. .M independent testing. firm shall test the street section in fill areas and provide the results of these tests to the City of Maple Grove Engineering Department. 2.. The contractor shall install silt fence prior to ceeeencing grading activities and shall wintain said fence for duration of - .construction activities. 3. The contractor shall limit his activities to the grading halts shown on the grading plan. All construction activities shall comply with local ordinance. 4. The contractor shall Install snow fence, as directed by the Engineer, to protect tree roots. S. The contractor shall schedule his operations to minimize the disturbed area at any given time. 6. All disturbed non -street areas shall be restored with a minimum 4'. of topsail and seed or sod as directed by the Engineer, within 72 hours of completion of grading activity in that particular area, a. All seed, sod, mulch and fertilizer shall confom with the. following Mri specifications, as modified below: _ Item Specification Nuaber Sod 3878 Seed 3876 Mulch (Type 1, disc anchored) 3882 Fertilizer Ual general Placement 2575 b. Sod shall be placed behind curb immediately following Eackfill under City street and utility project. c. The seed mixture small consist of a Mi type 500 unless noted elsewhere. an plan, 7. FOIIMA9 street construction, the developer shall clean streets On an ongoing basis as required by the City of Maple Grove. S. Unless otherwise noted, the siltation ponds are temporary, and shall be real and restored to the originalcontour by the developer following the percaent ssublishumt of turf on 751 of the drainage area. The ponds and pond outlets shall be constructed by the developer Itnter•the .grading contract. 9. Rip rap shall be placed at all storm sewer outlets order the etf llty contract, and shall conform with applicable City and Watershed 'Mstrict standards and specifieatiorms 10. lertical grading toleranu shall be within 0.2 feet of the City approved grading pia. ( WALK -OUT/ LOOK -OUT ELEVATION UNIT TYPE: FBWO= FULL BASEMENT WALK -OUT FBLO= FULL BASEMENT LOOK -OUT - MAY ALSO USE SPLIT ENTRY HOUSE FB= FULL BASEMENT - MAY ALSO USE SPLIT ENTRY SE= SPLIT BELOW GARAGE SUBASEMENT ELEV. Si SPLIT ENTRY WALK -OUT - BASEMENT ELEV. 4' BELOW GARAGE SLAB S= SIDE WALK -OUT OR LOOK -OUT fill � 3.Attach the filler fabric to the wire 4.Backtlll and compact the Sall. fence and extend it Into the trench. SILT FENCE DETAIL MAINTENANCE PROGRAM 10, 1 5' 25' EXCEPT LOT 2. BLK. 1 20' 25' 5' EXCEPT LOT 2, BLK. _1 20' I05. -_ _ GRADE 908.0 GARAGE FLOOR 908o _0 5' HOLD DOWN - TOST TOPSOIL MIN. / BASEMENT FLOOR 9D4.0 I SUITABLE BEARING SOIL SPL7 EH7RY (Sid) 25' BLK.1 25'NORTH OF CENTERLINE s 36' BLK.2 35-SOUTH OF CENTERLINE R W 2.0% 6Jt�' SUITABLE BEARING SOIL Ril \ q/h ., •. .,,� SUITABLE BEARING SOIL �\\ ;, � \ SUITABLE BEARING SOIL 1.3.1 Inspection - Silt fences shall be inspected j immediately after each rainfall and at least: daily dur- ing prolonged rainfall. Any required repairs shall br- made immediately. 1.3.2 Replacement - Fabric shanl be replar-ed promptly when it decomposes or becomes ineffective 'oefore the barrier is no longer necessary. 1.3.3 Sediment removal - Sediment deposits should be removed alfter each storm event. They must be removed when deposits reach approximatelly one-half the height of the barrier. Any sediment remaining in place asfter the silt fence or filter ba:rrier is no longer regluired. shall be dressed to conform with . the .existing grade, prepared and seeded. 1.3.4 Removal of silt fence - Silt fences shall be re- moved when they have served theAr useful purpose, but not before the upslope area has been permanently stabi- lized. If the upslope ..area is to be exposed longer than 6 months, that area shall lbe covered with tempo- rary vegetation when first exposed.' SVLdi ENTRY !S'9! ALK-®v lT (SEWO) R/1Y •35' SOUTH 25' NORTH RKJ 1' OFFSET 10' TRAIL 15.5' .0i SURMOUNTABLE CONC. I PROFILE GRADE SURMOUNTABLE CONIC. A0.441 ' .CURB B GUTTER CURB B GUTTER ' 2.0% f-01 (0.00) (BY OTHERS) FO.a) ,\ IN i _ 3Y = 3 3, . 3r ---�^- / 4"TOPSOIL a SEED / Sv 1 TOPSOIL - -• - -- MINDSOD-�� I BEHIND CURB r.-•I.O M -- 2 ROLLS SOD BEHINDCURB I I (BY OTHERS) •--wi fs-I.O (BY OTHERS) TOTAL STREET sECTIOn. 1 1/2" 2341 BITUMINOUS WEAR 2 1/2" 2331 BITUMINOUS BASE 6" CLASS 5 COMPACTED SUBGRADE TYPICAL STREET SECTION STA. 0+40 TC 9+8® t lftm •35, SOUTH 25' NORTH +' 1'OFFLLrF n ' "MOUNTAJIL.E CONG I PROFILE GRADE: SU%MOUNTAB(,E OOIdG (•044) . - .CURB s GUTTER CLM A CUTTER (ST OTHERS) [2% I •� _�• 4'TOPSOIL 6 SEED TOPSOIL --� - -- 2 MOLLS SOD CZlm CUnfl W. __. --- J L� �'1 f 1.01 CRY OTHERS) � 1.0' TOTAL STREET SECTION. 1/2' 2341 BITUMINOUS WEAR 10' TRAIL SECTION1 2 1/2' 2331 BITUMINOUS BAtdC 2' 2341 BIT. WEAR 4' CLASS 5 G' CLASS B COAL?ACTED SUBGRADE TYPICAL STREET SECTD®E'y STA. osg-S® TO 11+75 L v G 51991 4 co co 01 0J tV d t0 L L (n In n IO (0 OZu c.7 Z m C_`3 N N co Z ca Q�m Z w a oN Z 1 sa° Q 1 00 °lath m co CO t- ti W Z "a w i CC D o CO LLJ r y� LZ Ll..) �111 1 0 m Z O L w Z C Ca r I- O F C0 W Z Z_ a� Lill all /gyp z 0 d ® O > LUJI ciao ® ® W LLI Z �5<0U oU, z c M � 3 0 V Z O' O 0 la m 00 10 T W oW O Z Z Z O Y �m < w w f) Q W ¢ S J 7 of F- w w �COm ) y N - N N � O (') � N� Z >Y�� — <a mL Z z aL Q `roam J O O x mm�ti c) J W 0 z w Ivvl,4Q��/ Z �t w . ✓ q d °fi f N ' � C 0 ova gg V .S„ N 6> N 60 m Di 1� B �A Y O Y IX V ; D z Lq s w 'a 'O w On w ,O W _ :> i !z � co o � A a r - o V W m O I z z c 0 3 z a w w C w Q S J of a BENCE- MARK: TOP NUT HYDRANT 50TH & FRANCE ELEVATION = 868.54 SEE EAST TWIN LAKE BLVD. INTERSECTION DETAIL REMOVE EXISTING BITUMINOUS EX. MH 11 STA. 11+36.31 I A = 13 28'58" PC _11+06.66 p = 12 .00 i -- L=2965 f '.. I 1 2 A = 81 30'00" 1 1 I PT = 10+34.66 R L = B1.23 = 11 .55 ..'- r— _ 1 •" Q I :... + �I \, �I .. �\ END CONCRETE CURB & GUTTER / ` A - 41 40'00" L = 67.64 - R - 93.2B lB/C1 7 v� A _ QS 40'00_ rn PC e 11+06.66 L = 102.54 — — —R 141.00�/� A A - 41 40'00" L = 67.64 - R - 93.2B lB/C1 7 v� A _ QS 40'00_ rn PC e 11+06.66 L = 102.54 — — —R 141.00�/� A = 10°00'00" 1 L = 99 74 R = 571.50 8 7 6 5 L=99.74 10 g 4 3 1� 2 of Imo' Il N1 �1 1" Iw + `1 n 1 ��'� � I a1 IQ - --- —.- 11 �_��_--- _ _—� _ �/ 1 NORTH 0 50 100 SCALE IN FEET SEE FRANCE AVE. DETAIL SHEET 6 m m �M� N � U)� t` - m co o m� z2^m Cl 6 N - z >s-� zz C CON J �YL,o � 0m n mmr-LL 0 U9 z W w W ��lr r� o � o ® z In W Z� z I o v j 11 j s0, `o i M 0 1 �� 4: p I 9 i v~. raa & '1 1w } a r aom m` o z a. I < u o rn �1 1 o 0 m a 0 _" EAST TWIN LAKE BLVD. DETAIL I . ... : __ ...... _ .. ... _. — :...... __ ....... . _. _.... .... ..... . .. .. ..:..._ ......... ... . _.... : . . ......: ... i ..... ......_. 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T..C. 858.95 �NV. 852.24 / x ' F'FEg / 852 ' / I � I I � \ tvG- I I 857.4 ` RT✓��J / I _ -- 858 - -`--- -- - - -- / 859.8 859.8 ---�-- --- ----- 858----_� � 7 856 - I I 852 I 851.7 I No• ts-(M. Bo'iAN1GdL NAME GoNANlors E 5��6 1 S 6nLL 1=Fz4X1NU5 �ENhl'SYLVOhlIGd Lp+d (' E1cN P5N !L" ��j h1M {�G>-CR. PL3'1-dNoLDE�j 1Sa[awo'( i-�L�Pt_E 2'� g � W �aG B2 F�-U 8 F2.0 t�A � N OR.'T4-��/J OOD' N btZTL-1 W �70D M bPLE �." It] f4-51STb = 1-�ll LS �P2utGE r-✓ I S G>3 �l �E� pu ►->r�>`k5 ��--LaUG.L�i Ot.c�.t`SS�o t�l.ruE SCE-ucE' S� I I II i II I I \ I � 1 \ El. MH. T C. = 859.36 I V. = 849.14 I I'm E MH. T.C. = 863.03 I = 850.28 NC; RTH 0 50 100 7L SCALE IN FEET N n N O m r Z ZNm N7 Z >s-M <a C Z c�5 O TL Q o w a� m J � m co In u LJ Z LI..I n� > ® cf) O Z W �;( Z W m z O a m O w 0 z 0 w w a 0 w z z z z Qa J o OJ LU �� LU LLI > W z z ? w � Z Y 0 m O ° O 00 0 \ y� Z Y 3� Z 0 LLI Q w � = O O J LL _ Of L n