3720 Denmark Ct - Site Survey . ~ . ~ r
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Property Addre operty Address; 372Q~:~Denrnork~ Cou~rt ~ ~ ~ ~ ~
LEGAL DESCRIPTION OF PROPERTY: Egan, Minnesota, 55123 W W z
LEGEND ca ~
Summar~of Ar ~ot 14, Biock 2, PILOT KNOB HEIGHTS FOURTH ADDITION, Dokoto County, Minnesota, EXCEPT mmar~of Areas: Lot - 44,419 sq, ft, ~ Q~ Q
that part lying westerly of the following described line, H o use - 2,025 s q, ft, p~~ ~ o ~ 0 Garage - 1,016 sq, ft, ~ Z~
Hard Surface - 5,435 sq, ft j a~ p
~ - DENOTES IRON MQNUMENT FOUND ~ ~ Commencing ot the most southwesterly c~rner of said Lot 14; thence Narth 83 degrees Totol Impervious - 8,476 sq, ft, W v Q ~
44 minutes 00 seconds East, assumed bearing, along the south line of soiri Lot 14 a Impervious Surface Coverage 19% ~ o o q xW W
0 - DENOTES IRpN MONUMENT (SET) is n e of 28,0a feet to the aint af be innin of the line to be describe~~ thence d ta c p g g ,
North 18 degrees 08 minutes 08 seconds East 120,01 feet; thence North 42 degrees ww ~ z~
_ 48 minutes 21 seconds West 54,17 feet to the ri ht-of-wa line of Denmark Caurt as 9 Y BENCHMARK
' platted in said PILOT KNOB HEIGHTS FOURTH ADDITION and there terminating,
- LIGHT POLE W
Q N ~
0 - TELEPHONE PEDESTAL O ~N
~ ~ p
D4 - WATER GATE VALVE ~ 4 W U ~ 2
. ~ ~ ~ ~ W ~
~ - CATCH BASIN ' ~ ~ ~ ~ ~ ~ ~ ~ , ~ i ~ h. . . . . . . ~ . . ~ . . i`A a .
1 l„ ~ / . . . ~ . V . . ~
SA ~ - SANITARY SEWER MANHOLE . . . . . . . . ~ . . . . ~ .
~ ~ ~ . ~ ~ ~ . ~ . ~ ~
-o----a-- _ ~ WOOD FENCE . ~ . ~ . '
~ . . ~ . ~ ~ . .
~~E - UNOERGROUND TELEPHONE LINE . . . . . . ~ . ~ ~ ~ ~
~ ~
~rw~n _ ~ TREE LINE _ - ~ ~ ~ ~ ~ ~ ~ ~ .
~ ~ ~ : ~ . . . . . ~ : ` . .
x a54.2 - DENOTES EXISTING SPOT ELEVATIOfv ~ ~ \ ~ ~ ~ ~ ~ " 1/ ~ i~
, \ a55 0 - T PR POSED SPOT ELEVATI(lN ' i.i
DENO ES 0 , ~ , ~ ~ . . . ~ ~ ~ . ~ ~ . . ~ .
~ ~ , . . . . . . . . . . . . a . O. p
~ ~ ~ ~ ~ a56 k
~ ~ ~ 11 ~ 1~ . . . . ~ ~ ~ ~ ~ v ~ ~
~ ~ Z' N
, EMERGENCY OVERFLOW EL ~ ;Y OVERFLOW ELEVATION 853,0+/- ~ \
~ ~ ~ ~ ~ ~ ~
~ a ~ r~ i ~y3 ~ ~ , ~ L ~ l~), ~C ~
~ ~ ~ ~ ~ ~ w , , i ~ ~ Q ~ir I~ pp ~
~ ~ ~ ~ , . . . . . . , . , , ~lTUM~NO ~ MANNOLE - MANNOLE ~ M Qr `
~ ~ ~ , ~ . . . . . . . . . . . . . . . ~ . . . . ."'-.-T„~US SURFqCE ° NOT FOUND y3. ~,6. . . . 85 . , ~ . , ~ ~ ~ ~ ~ C9 9 ,~r. . NOT FOUND EXIS7~NG HO~S~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ . , ~ ~ , . ~ , , ~ . . . . APPROXIMATE LOCAtfON ~ ` ~ ~
m ~y~a ~~'i ~ ~ . ~ . ~b~,~ , . . . , , ~ ~ . , , . . . . . . . ~ a ~ ~ ~
~ . ~.,~,~~.$~~p.~,.,,.,~,,,,,,,,,,,,, ; : : ~ . . j ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ " . . . a5"~~ INV 851,0 ~ ~~A'w ~
iM h , ~ ~ ~ - ST . . , . . . . . .85~: . . . . ,8y~ .............~~8.,,.. ~ rJ ~?I ~ ~
6 ~ a 2 3 N ~ ~ 8 ~ ~ 853 g x g5~ 9 x x ~ 6
~ 2~~ x X ~ J82~ ~ u~ x 852
~ 30 ._L. o ROPOSE ROPOSED 26 2~ ~ 289~3? x~5~~ MATCH GRADE AT
p' , ~ 85` a~` D$IVEWA D4 ~ 8532 a i _ D$IVEWAY o PROPERTY LINE
fP . i x i ~1 52 ~ a5 ~ ~
~V ~ 6 ~ gag Q~ ~ S a5~.~ u 3° ~ j M x a 5 ~ ~ ~ a52 ~ ~
BEARINGS ARE ASSUMED ~ ~ ~ ~ o~ / I ~ ~0~ ~ a5~' a5~' 2 0 a52 ~ x a5~ a 5~' x e~~ 5 a~ gy41
h 5~ 2 ~ 5,~ 3 ~ ~ x ~ 9 9~ A 1 ~ x~ 6~ y.8~ rh. ? a5~5 ~y3o ~ ~ F ~ 1% SE E~7 ~ACK'lIN'" ~ a53~~ ~
65 ~ a N ~ \ 1 Z ~ ` X ~ ~ _ _ , ~ ~,Q~ 1 _ \ \ x~ x 1,• ~ ~ N E x o _ . _ P~p o ~,~~`'af c- • _,I -
~ - _ , „ _ _ _ , t.~ivt ut ' ~ ' ~EDGE_OF ~EDGE OF .E . ~ . _ , - --,.e~ ~ _ _ _`:titi~ti~ I 1.0 - , ~ _ . ~ ~
DENMARK COURT / ~ y ~ / ~ waTER y~ / ~ ~ / p0 i a~,,z N8Z°26~ ~ ,60 g,~ i ~ x J 21 W 5 6 WATER ~ 525 5% I ~ B 2q ~ a5~ ~ ay, ~ N o ~
R ~ o i 6~ ~ ~ ~q~1 ~ ~ ~ f , RCP APRON ~ 21 W_ 52.6 j~ a~~~ x a5~~~ ~ ~ ~~5 X 9 PROPOSED a52,
1- g 10 ~ TO BE REPAIRED 1 - ~ s$2 ~a ?ISIAND 4~ -PROPOSEO ~~o ~ ~ 52 I ~ ~ ~
~ -3~ ~ ~l ~ - - . / ~ ~ . D~ 8kg 1 , - ' ~ I 3 % $53o DRIVEWAY ay 6 •o ~ I- ~ `X a5~~ * x ko 8S s ` ~ tn
- ~ ~ EDGE QF A I i 1 W
WATER ~ ~ ~ r t . ~ 1 iNV s~o,z 2~ a~2o° ~~y26 ( z W ~
~ ~ r . ~ ~ ^ 1 ~ ~ ` ` , 66~ ~y~ a~'~5 ~ 85~~ ~ I x~~~~~ 6 0 ~
~ L 1 ~ ~ 853,0 0 0 'o w 85~ ~ N '1 ~ p k. 0 Dc• ~ x
~ r~ i r? i i~ i~ i 1' i i~ ~QS x S53 6 s~ 8 `~p Rp.~~' ~ x~5~ ~ ~ g561 w ~ ~ W
/ F< I L J ~ _ ~ ~ ~ ~ ~1 ~ o .6j s S4`~ GP C7 LJ ~i i „~'7~ O~t~,O . ~ 47.74~ ~ ' ~ ~ ~ Z
. . ~ . . . . r' . i i. r- r~ -r ~ s ~
r• t i r~ i i i i iv 30 ~ ~ ~ ~ i~ v i i ~ ~i i r ~ ` a53~ ~ ~ Q~pP 2 ~ ~x ~ x ay55 ~ 85~ ( ~ ~ ~ ~ ~ ~h' ~o Q ~9~ ~~°8529 a56.~ I~- =
; ; ~ PROPOSED HOUSE ~a $55' 16 ~ oo ~~h9 FF~~Op ~ ( ~ ~ I op , FFE 855.5 ~g ~ ~ ~ 5~ ~ ~ t~
~ • t 6- o~ ~ s o~ SLAB ON GRADE ~ ~ 50 ,~'h 4 ~y^a1 x a5 x e5 ~ ~ ~ - CC
POND POND pI g26 ~.p NO BASEMENT o00 ~ ~ w~ ~ 5~5 N o 0
r~ ~ ~ o0 9 ° z~~ o Z
° ~ z WATER ELEV. _ ~ r ~ ~ :R ELEV. = 849.2 a~ 7~~ x a~~ ~o , oo~ ~oo8~~g ~ a5z5 Y ~~5a p ~ k 521 1 a5~' ~ p N I ~ o
SCALE IN FEET ~r w (7~30~02) ~ p ~ (7/30/02) , ~ BS ~ ~s '°o ~a ca ~o ,0 ~ a5~~ g55g Q x ~ ~ N ~ ~A ~ N~ N
O 4 ~I ~ 9s ~ 10~ ~°o N~ h`~~ ~s~ m $ ~ 1i/ t~ o ~ ~ W ~ z x 5~ ~ e ~ ~
; ry w N.W.L. = 849. I. W. L. = 8 4 9. 5 0~ ~ ~ 85~, a u ~ { Q ~ ~ 0 69 X / ~Q X 8 5 2 I 8 6,~ ~ ~
0 20 40 60 80 100 ~ ^ W ~ z ~ M I 853' ~ i ~•Q $ x~ ~ ~ ~ Z I. W. L. = 852.5 r~ ~ ~ xe5~3X~~9~ .D ~556 8% ~ 56~ I ti ~ 5'
N o~ ~ Q~ N.W.L. = 852. ~ ro ~ z O ( 5~ 2 ~ ~ ~51'~ ~ g5~'
,o ~ Q r~ 0.~ m ~ U1 I g56 0 ~ 8~ 1 ~J~ ~ a X I I ~x ~ ~ ~ g53, x ~ x a5 ~ x 653 x 8~5 ~
o ~ 5 ~ ~ ~ $ ~ $ ~ , ~ 85~ 3 ~ ~J~ 95~ ~ ~5~ ~ ~ ~ ~ ~ ~ ~ 6~
Z (n ~ x $~3 ~ ~ x ~1 ~ a517 a ~ x $ 3 ~ , ~ i X 8~g l x 8515 ~ ~ X ~ g5~' ~
Z ~ , ~ ~ ~ 10 ~ ~ ~
! EDGE OF Y , % ~ ~ O
~ ~ ~ 1 ~ i~ WATER I ~ 85~ 6 2° o W • o
1 ~ ~ ~ i r! ~ ~ i ~ r . V ~ 1 i ~ - ~ I~
r• / ~ ~ ~ ~ ~ ~ , ~ ~ 8~98 SEMENT ~ U ~ w U9 ~ ~ ~ qCK LWE x a526 ~ 535 ~ , y~~ ~
l 1 SECTION 15 T, 27 N, R, 23 W ~ x a x ~ ~ ~ O ~ ro w
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' - NA~E , iN PoN~ , , ' AI o ? I~ SA9~ Q g54~ WO a~~,~ ~ x X F] a~Q3 > Q
~R P.O,B, ~ ~ ~ MOST SOUTHWESTERLY o & UTILITY ~ _ o i ' i ~ ENT ~
o _ CORNER OF LOT 14 EASEM ~ ~ r_ n i~ n n\i 8.00 9 ~ ~ a~ ~W x~¢w ~ I a N } J ~ ~ x r a x
m F I 1 I~ I 1 I 2 ~ o ~ ~ - .1~ • en9 &r r~. ~t- r~"~ ~ Z ¢¢~cc , ~ ~~en9 ~ r.~., ~ 3 ~ ~ W =Q
x i i ~OT a,~~d'~~~~• d r TH LINE OF ,~°~..F ~o~~ ~~~~6'~~ ~~d ~ ~ ~ r~ ~ , ~ ~ ~ ~e ~,°a ~,Aa r~ u M,~ y I;F~`F ~'a ;j ~ Z r a Q 7 ~1
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VICINITY MAP DRAWING N0.
NO SCAIE
02-7496
~ . D~~ 16 REC°~
SHEET 1 OF ~