|
Resol. No. 7417CertificateofSurveyandTopographicSiExhibitA
<br />After) LA22-000051
<br />S t v.has J
<br />0c -0 a
<br />r ooq, \\ N
<br />roAits r '9" '' '`
<br />s c 2 6 b
<br />I l 1/-1 C 1 Li, 9.
<br />1, r .. , a Q` b a vri
<br />0 20 as 9y, 1> o
<br />Feat
<br />N. R.. ^` 'IRK,,, _.J "•`'' i A 0 0.
<br />1\
<br />9'
<br />Psis\ -- -,.
<br />X9.G.93 y" shed Comer -
<br />d
<br />PROPOSED ELEVATIONS T,\ `` f ,
<br />9
<br />r.., key i1 -'r ht
<br />TOP OF FOUNDAftON= 941.33 i 7 93
<br />r''' -
<br />17 / dc 5 a N
<br />GARAGE FLOOR=941.00 r L i` 'tt:,o.."cn i'r==_,`.`-`=,___,_/
<br />0 S Z
<br />a1
<br />BASEMENT FLOOR= 933 50
<br />r
<br />l \
<br />9r
<br />r 3p a e
<br />1 O' N R
<br />m -'9.t1. 931.46 .'
<br />to '6
<br />Property Description: j-, ` o y' 4 93F.25! p k j k
<br />Tract A and S REGISTERED LAND SURVEY NO.mo) y A /
<br />1 o'm L WX931.6a
<br />500, Hennepin County, Minnesota,occording to 1
<br />q. i t
<br />the recorded plot !hereof. TRACT-/ ?1 A
<br />4 C
<br />ORoodEasementpertrr `) San,MN T.e •I ` Q ISurveyorsNote: Ci• Doc.Na 544834 j ?.ij, G. Rim-932,1s 531.6oX\ 4'C.
<br />from 925:9
<br />Easements shown ore from the Certificate of a INSTALL h MAINTAIN r .4 /U
<br />Title it a
<br />12'MADE ROCX _ i /O
<br />appears that other easements exist. but s CnMlgiRUCAt7y-" 19 ASN 4
<br />they were not provided. y
<br />ENTRANCE ', fltik A ,-
<br />21`AS1f r
<br />7'''''-ASH 31'52 Rarsen
<br />c>
<br />3' t -Cryden
<br />d al Q7! / a oO
<br />VOLUME CALCULATIONS: 1 3},
<br />L'. t.0931:73
<br />Box r I/CUT VOLUME= 106 CY g5 1;,
<br />FILL VOLUME= 1,127 CY r o / a •s,, ` k?',"q /
<br />d z W
<br />NOTE: Cut and fill volumes were K-4.''1r l5 Easem;. oad c`3 a
<br />e over tract n+s
<br />generated with Civil 3D soft wore J Doc
<br />Fdge of Conor
<br />V R,. 477.771 and 5448344tt. 9, 41s{: di a e
<br />JI.DO
<br />Ci
<br />5/:"F. '/ I //
<br />0ya y py j / EYVT F L r a //
<br />U
<br />c,tir' / r vEWAr .- 1 _ 1)
<br />933.39 01 C
<br />r \ ` `-••. Core
<br />t/•
<br />dS
<br />3,
<br />I
<br />s!;
<br />w- ../
<br />i /., o+.... tv
<br />N'
<br />tIr
<br />Ch't.ts,,,..,
<br />4,-
<br />a-
<br />1-.
<br />9.
<br />7..
<br />C r\/ is/NELL \v1 rr
<br />1 F11,I. 2.09-'• .°n, tm-rI^`. 1 -.,/,q , V)
<br />i.
<br />r_ j•I
<br />t -. -` ,$'V`
<br />o Y4. ,-. 'i2.09 d3 Ri 4,•r 4 PRG"OS O RETNNwc
<br />J I yl \5,+' 4v. ..,. t y ' - WALLS m
<br />r t-J\ If 0P p
<br />6 h 9`'
<br />S r sCr pc„„,...„...
<br />4 # /AsoRviTAE m
<br />Z
<br />I,
<br />1 C iF
<br />b'
<br />94,E .
<br />1 !ti3,/ ?'?•A? ;+t.00 1. ,LII /h'it',
<br />C, In K v g : , %
<br />l .
<br />g 3•
<br />S LEGEND O
<br />S /14r c xti.iry r ,et u x.
<br />R.tOrO^--- denotes Proposed Contour
<br />r j,.2r/
<br />g32r x 'e
<br />se
<br />s'rer'
<br />t '/`
<br />c r r X denotes Proposed Spot Elevation
<br />J /
<br />C/'/ 4
<br />x s denotes Proposed Drainage Cr)
<br />I / . R
<br />y/ / ' z ,.x A, x K , 'y c c, s denotes Proposed Retaining WO
<br />i`
<br />1
<br />I T/ sea - -- denotes Existing Contour n C.
<br />X' f 5 ' x1.x y"
<br />Ys` / 988.D0 X denotes Existing Spot Devotion y1 '' s.,.. /55 CY FLCDDPLAIN V ,: ry h,. 1
<br />MITIGAADN(To BE .•--.`/b may._ /
<br />Fr=9B9.36 denotes Finished Floor Elevation y CO
<br />Da E f1EFCRE FL000 ^. s 1/ /o a denotes Pre-construction Silt Logs o R
<br />PLAIN ) F, "u `.p
<br />pd denotes Water Valve
<br />yw' -` ., 'TRACT B 4' ,
<br />Q- \ DDPLAIN denotes hydrant o w
<br />3\ E Are&=33042.t S.F to OHW.L. tvf 7 FILL e denotes Sanitary Manhole 5 a,n o
<br />s\ r Q denotes Deciduous Tree e N
<br />r
<br />SS` `
<br />f _
<br />Sony Line_\
<br />46-
<br />J Ss-denotes Sanitary Sewer Line S a--a-'ro N
<br />y.k,fit,! ?r ,t'} x denotes Fence Line b o
<br />y'
<br />ar o +r \\\\\f $''r denotes Building Setback Line a mpekz'sc r e Front = 35' fl.E
<br />Q'; a
<br />r NX931..J4 \ c y,,W
<br />oqy d i tP , Side= 10' S b'" ` OO
<br />jt69?sg' cRwRo9 ida°cf ,OHM. = 75'
<br />i W
<br />Concrete '''
<br />no,.Q',az'J \ \\ `Retai`{m•.i c i 8 tZ
<br />i®gono%, A-O H.W.I- / Q Q Q
<br />J%%14.-R0 \\\,/:6N'
<br />fu y0.h 0.
<br />9nry43 11 t',1
<br />r / -Edge of Cana!Pe,4.9,
<br />sg, UQwC
<br />9
<br />eoo PROPOSED HARDCOVER CALCULATIONS.• o ti U m
<br />I I: 'j //AREA TO OtHWL = I 330423± I S.F. Or1,1 P.
<br />II I / Q'a N
<br />A 9 Fo d
<br />t,:
<br />Proposed House 3,842 S.F. C OS=
<br />O
<br />g
<br />Proposed Deck 132 S.F. 0 0 a
<br />HARD ACE wy
<br />PUBLi DAD ProProposed Porch wP218S.F. O p vi
<br />s+'eo s.oxuo sr.cs stars--- C
<br />S. ry
<br />e.r
<br />4i
<br />wa. .', star 1a Proposed Bituminous Driveway 3,161 S.F,
<br />1:..','
<br />N;-Q,
<br />ar Or+s ocwrEs!NNW ns Cr 't Proposed Retaining Walls 47 S.F. U1 V 6 n
<br />S,..F PWn.0 WSIPCAM
<br />O4• rj"l 45 +A. ExistingShedtYnor 10I S.F.S O}
<br />w:; ,
<br />4\
<br />y- row;t Kr
<br />Existing Bituminous Driveway 145 S.F.
<br />6-MN DEPTH . 1. ' u ...
<br />Aping f
<br />y'•` -°
<br />EP'" ExistingPavers
<br />C
<br />L,
<br />J
<br />324 'DJ" 5 F. p C.C
<br />1"-2"WASHED ROCK "^ sat aF Stawebt COMM LOC S CyF' PL srarn.r=ORM Existing Screen Porch and Steps 277 S.F. I) 'o
<br />MOTE%TILE FABRIC a w s.Auow r10 00 a1 Lt a
<br />UNDER ROCK h'-]•aePn.)TOTAL
<br />if.,
<br />7,886 S.F. Q8,247 ig
<br />Roo< CONSTRUCTION ENTRANCE
<br />R HARDCOVER 24.96 23.9 X
<br />BIOLOG DETAIL cr
|