515 Brooklyn Ct - Site Survey
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Surveyor's Certificate
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L- 1 i" 1 1 1 1 1
SURVEY FOR :Manley Brothers Construction
DESCRIBED AS :Lot 2, Block 1, LONG ACRES 2ND. ADDITION, City of Eagan, Dakota County, Minnesota L_=I C. I; 1,II I
and reserving easements of record. Edge of Pond
959.0 967.7
934.7934.9 N 89'49'18" E 307.54 959.7
In Water
Tim & Darcl Dawson Res. / 52.26 STMN 967.9
934.9 N Drainage and Utlitly Easement 966.5
1> ~ONh a: NIFL=986.28/
INV-
~///7 ~n+ rFl'tp~RR /A y\ ~°c/ / HW1=937.;,
~oRo Vn IJ IiQ V RFE ®
_End of
Edge of Wetland
948.9 EVVE ® 946.7 B
A U_ 946.7 k$2 Y
Dam A µi R947.2 Wetland Buffer Signe 947, ° 947.5. to W
Z Os
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9LiIIIII
1 10
00 1953.0
4 7.57 j
945.5 7o
•2 3? 00 954.2 a3 a
00\ ICI N
Y. / H O \
k7 • . 'y (p n F. '@ \ 8 ) 953.
-P / $ / 956.3 a B E> `i
\•c~m ' / C~ - 953.6
800
o ~ saw
65 9 .5 954.0 I
~d S •r ~'E~~' R=55.0 gs~.\ o a ,1J
l -1 6'69 Z$ srv s \ \ 954.0 96:
o 953.5 ! 26.00
_ 9 z2 toy*_ g ~9 42,p1., W 145.70 L'q1w
Z__ / 15 S
515
,moo
BROOKL N 9 952.9
*`3,IflUUmlpUUp 94.2 r ;-,1 0 O CO UR 952.8 y6,0
Proposed Lot Comers Elevations, L/~Qn w 951.0
Are Per City Approved Cp : " 33.30
Grading Plan. ° REGIST.ypmZ = 949.6 N 86'34'
ty Boca Kamm ®13 0®6 SULU u m~
PROPOSED ELEVATIONS Sl,f~P , R 950.
Top of Foundation =957.0 '43i6 A m~ _ • - h _
Garage Floor =956.6 4'- LOT SQ. FOOTAGE = 50,744
Basement Floor =948.0 lnltaN`~;o```
Aprox. Sewer Service = 943.1 PROVIDE AND MAINTAIN HSE SQ. FOOTAGE _
Proposed Elev. = O INLET PROTECTION UNTIL LOT COVERAGE = 5.0%
Existing Elev. = FINAL TURF IS ESTABLISHED
Drainage Directions =
,I I A
n
i r I . r. r- e r r, r
2ND. ADDITION, City of Eagan, Dakota County, Minnesota 1`J - %
record. Edge of Pond
In Water Q42) 634.6 N 89'49'18" E 307.54 s59.o 966.7 967.7
/ 52.28 STMH 9679
/ 934.9 Drainage and Utlltly Easement 966.5
NWL=9,
_ .rya 0 ca' / HiVL=937.8 INV=
-End of Rol Wall-
C~I~("tii,Q'9,~n." =J L ///~^j ~aA~ / ii /
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
960.1 962.0
!nV
Edge of Wetland
cz!
/ V 1
•ry Wetland Buffer Signs 47 'Alb
0 0 W
Z / 2 =
d \ 1 00 1 m m io :I]
953.0 7.57 g F IT,
e co 22~°p01,
/ 4 2 °O 1 9 S 1 ` ° a I , r
W cL~~i~ 945.5 ~7z0 ^0 1 p°~ ea, 0)
Y
' oFoc i 1 a/o o o I O] --1
605 i 1 40
')"X N .2p 13 1 1
- .00 . 954.2 0
m c0 090 and _ - 001 0 \ I,o N _
Drdv\ E, i M ti1 g8 953.3 p ° I
$1~ 956.3 1 v,
/
W j / M \ \ 953.61 600
0 o Sp m.
* =135'0753, s3@s o°O 954.0
6X16 / R=55.00 6%~ ~V/ J J
- 6666
=1 29. 72 954.0
t g srv's
25.p0
9535 Io 985.6
0
952.2 o 954.0 ~Yl 4,~J.70
954.0' 42' 01" W
w o 515 9
OO~K~ N 952.9
BR('~0
'p 949.2 Ci li ~O l/R 952.6 952.8 g0
p p.~0 2
9s.D R
' ~ 33.30
949.6 N 86'34'00" E
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