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ROBE
eNGINEERING
COMPANY I INC.
l
...........11..........................................11..............................................:
CONSULTING ENGINEERS,
PLANNERS and LAND SURVEYORS
1000 EAST 146th STREET, BURNSVlLLE, MINNESOTA 55337 PH 952-432-3000
CERTIFICATE OF SURVEY
Legal Description: LOTS 17 & 18, BLOCK 1, CRYSTAL BAY TOWNHOMES,
SCOTT COUNTY, MINNESOTA
, /
APPROVED 'v
ENGINEERING DE
S~ Date :) -Zl~()7
SCALE : 1" = 3D'
LOT 17
ADDRESS: 3611 CRYSTAL BAY
LANE NW
LOT AREA=4,339 SF
TIER 1
DRIVEWAY AREA=142 SF
BUILDING AREA=2,601.5 SF
PORCH AREA= 72 SF
TIER 2
DRIVEWAY AREA= 713 SF
LOT 18
ADDRESS: 3607 CRYSTAL BAY
LANE NW
LOT AREA=4,599 SF
TIER 1
DRIVEWAY AREA=86 SF
BUILDING AREA=2,601.5 SF
PORCH AREA= 72 SF
TIER 2
DRIVEWAY AREA=385 SF
929.0
(929.3)
DENOTES EXISTING ELEVATION
DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF SURFACE DRAINAGE
- FINISHED GARAGE FLOOR ELEVATION
- BASEMENT FLOOR ELEVATION
- TOP OF FOUNDATION ELEVATION APPROVED
PLANNING DEPT
--
(929.67)
(921.33)
(930.00)
Signed~~ Date ~-;;9-o7
POND
NWL==908.75
HWL=909.6
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/ 904.0 CONTOUR PER TOPO Ir.,
/ SURVEY PREPARED BY ~/ PRIOR LAKE t:.i-=.=.: .-,,-
I McGHIE BffiS, INC. /
SURFACE ELEV ON 02/14/07-900.5 FEET
I / / OHWL-904.00 FEET
~~ /
/
./
./
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./
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MAR :~ ] 2007 ...j
--~]
I hereby certify that this is a true and correct representation of a tract as shown and described hereon.
As prepared by me this 5TH day of March, 2007.
03/19/07 REV. SIDEWALK WIDTH & ADDED DISTANCES BETWEEN BUILDINGS ff
~t2(/ ;: f)b1.vvt.a- Minn. Reg. No \qoBfo
ROBE
eNGINEERING
COMPANY I
CONSUL llNG ENGINEERS.
PLANNERS and LAND SURVEYORS
BOOK
.............................................................................................................................................................................::::
INC.
PAGE
L
1000 EAST 146th STREET, BURNSVlLLE, MINNESOTA 55337 PH 952-432-3000
CERTIFICATE OF SURVEY
Legal Description: LOTS 17 & 18, BLOCK 1, CRYSTAL BAY TOWNHOMES,
SCOTT COUNTY, MINNESOTA
929.0
(929.3)
DENOTES EXISTING ELEVATION
DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF SURFACE DRAINAGE
- FINISHED GARAGE FLOOR ELEVATION
- BASEMENT FLOOR ELEVATION
- TOP OF FOUNDATION ELEVATION.
----AI
(929.67)
(921.33)
(930.00)
SCALE : 1" = 30'
LOT 17
ADDRESS: 3611 CRYSTAL BAY
LANE NW
LOT AREA=4,339 SF
TIER 1
DRIVEWAY AREA=142 SF
BUILDING AREA=2,601.5 SF
PORCH AREA= 72 SF
TIER 2
DRIVEWAY AREA=713 SF
LOT 18
ADDRESS: 3607 CRYSTAL BAY
LANE NW
LOT AREA=4,599 SF
TIER 1
DRIVEWAY AREA=86 SF
BUILDING AREA=2,601.5 SF
PORCH AREA= 72 SF
TIER 2:
DRIVEWAY AREA=385 SF
200' OFFSET LINE FROM 904 CONTOUR
INFORMATION PROVIDE BY OTTO ASSOCIATES
-r}L.P.
.. HYD.
~
POND
NWL=908.75
HWL=909.6
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/ 904.0 CONTOUR PER TOPO
/ SURVEY PREPARED BY ~/ PRIOR LAKE
I McGHIE BETTS, INC. /
SURFACE ELEV ON 02/14/07-900.5 FEET
I / / OHWL-904.00 FEET
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I hereby certify that this is a true and correct representation of a tract as shown and described hereon.
As prepared by me this 5TH day of March, 2007.
03/19/07 REV. SIDEWALK WIDTH & ADDED DISTANCES BETWEEN BUILDINGS ;l
/~..c:z~ ~ 1J~HVer- Minn. RP.CL No. \Q08b
T
CITY OF PRIOR LAKE
Impervious Surface Calculations
(To be Submitted with Building Pemrit Application)
For All Properties Located in the Shoreland District (SD).
The Maximum Impervious Surface Coverage Permitted is 30 Percent.
MAR 2 0 Z007
Property Address LOT /7
J (;/ / C/?-Y[T/J! IdIJ Y L,.tJ)/E JVW
Lot Area 4-~ ;Cf sq. ft. x 30% = .............. I ~O I . 7
************************************************************************
LENGTH
WIDTH
SQ. FEET
HOUSE
x
=
x
=
ATTACHED GARAGE
x
=
TOTAL PRINCIPAL STRUCTURE......................
2~o!.)
DETACHED BUILDINGS
(Garage/Shed)
x
X
TOTAL DETACHED BUILDINGS....................... N{J
DRNEWAYIPAVED AREAS
X
(Driveway-paved or not)
(SidewalkJParking Areas)
.X
=
= 5,01 - NA
x
TOTAL PAVED AREAS...................................~..... :; 0
PATIOS€C~ECKS
(Open Decks'!. min. opening between
boards, with a pervious surface below,
are not considered to be impervious)
71--
X
X
=
X
=
TOTAL DECKS........................................................ / '2--
OTHER
X
X
=
=
TO.T AL OTHER....................................................... f.//l
TOTAL IMPERVIOUS SURFACE I '2709,)"
UNDER/~VERI/4-o7. [)
Prepared By ~ ~
Company ~L ~ &. ~.
Date 3~ ~ ~7
Phone # (157..) 437 ~ ~ ~
L:\HANDOT IT<:\lMP"'~";n"< rln,"
CITY OF PRIOR LAKE
Impervious Surface Calculations
(To be Submitted with Building Pennit Application)
For All Properties Located in the Shoreland District (SD).
The Maximum Impervious Surface Coverage Permitted is 30 Percent.
Property Address U 7 /!
J6tJ7 C;ty~ ~IJY t/J)/c ;l/J(/
Lot Area ~99 sq. ft. x 30% = .............. /379, 7
************************************************************************
LENGTH
WIDTH
SQ. FEET
HOUSE
x
=
x
=
ATTACHED GARAGE
x
TOTAL PRINCIPAL STRUCTURE...................... zttJ/,)
DET ACHED BUILDlNGS
(Garage/Shed)
x
X
TOTAL DETACHED BillLDINGS....................... AI/}
DRIVEWAY /PAVED AREAS
X
(Driveway-paved or not)
(Sidewa1k/Parking Areas)
.X
=
X = J,bl III)
TOTAL P A YED AREAS...................................~.....
~b
.PATIO~oiC~/DECKS
(Open Decks y." min. opening between
boards, with a pervious surface below,
are not considered to be impervious)
X
X
=
11-
X
=
TOTAL DECKS........................................................ -t 2--
OTHER
X
X
TO.T AL OTHER....................................................... tf/ IJ
TOTAL IMPERVIOUS SURFACE
UNDERlOYER
-
Prepared By ~ ~
Company hL ~7
I Z7{)9,)
.1/32 r. &
Date 3 - 'ttJ-~7
d 4~.
-
Phone # (52) 4JZ-3az;