HomeMy WebLinkAboutSurvey Ledger 13.1348 . ,...„3,
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CERTIFICATE
OF SURVEY
F�904d g057 2912'--
FOR: VINE HILL PARTNERS �`®k. ecorde R) n 11-
2
ADDRESS: 3320 TODD ROAD, PRIOR LAKE, MN N10"supe vnN oN Edge O "e 900.5 901.9 „•.••••"'-•. X9002.4
..xx9o2.1 ..g04
900.5 900.5 902.9 --4 904.6
-
900.5 j''x 904.9
. APPROVED 900.6 ,. •
.X901.8:... X90?�2��',;' X904.1 906.4
"w� FND.SIP
0 •'
q ,pa X905. X904,8,,,,.......•g06 708.7 Found IP
3@.dI In Da?lte 900.6 / ,,.... - x905.1 .9°6'.•7.. x90gs......... 9 of Line
x x 905.3 x 07 6 9 E��/ f ;. ....x907.3 .. ...........Zoning .A/.%a /` Date le-Gf-r: g02,.90X6905.5Q�' PPP��.�.. ...... 0// �,i
��yyg n �• 905.3 p i�l COn_ / ,.-+ . Date- L�.Ll..1.,,. 904.6 ' oa o 1 O1-
�� i of 0 p i •' MAPLEI9
A•906.0'.8 r'y�°.. ........ 910...............
09.2
PROPOSED ELEVATIONS �.•905.99�65, 9�10' �i'�/ ���`� V\��
• GARAGE FLOOR = 932.0 1"-• 910.•2 .''9o9.s SVR
906.2 MA.-
TOP OF BLOCK = 932.7 x• • ��'�----' 1 ............ th
....... .....912.. .. . ......... z z
LOWEST FLOOR = 921.0 910.3 co ` c
i (31 9X.9 t0 to
-7--- r .., x......... ..........914.... $$z
0 NORTH 30 Ar-T '\O � 912.51P 12 •// ..... ...................................... ........... it cnyp
X 914.4 1I ;
914.3
: ..f 14 BASSWOOD26-3STEMS I gam,
lo
1y
$ "" es _ _ Ij ch 6
( IN FEET ) -*C.p C?r,i , Nlt
Sq 816..... SEWE SMT PER.-V 918 F-,
1 inch = 30 ft. Rim . or" ► 6
/NV a 9779 OCf.\ 0 CENTER LIN' NO. 139710 k O +',)-1-ice 211
• DENOTES IRON MONUMENT FOUND 904,7 ,. OOCUMEN � �� .....--=:=1.----. N ��
14.29
♦ / .�� 917.7� <. ---- -------;----;••• •-•9• 13:9•X:..... •..... � -
DENOTES EXISTING TREE TO BE REMOVE' _ "''X920'2 ::..„1--,.----:-;,..4. FuYuR�•: :
/ ♦ 917.9 �j r 0 X-9.2.0.5 920.9 921.0 R*20. S DECK �°111.1::
1.9}9.7.,
OO DENOTES SANITARY SEWER MANHOLE BENCHMARK -- V'•\..g,... 33.00 y 10.40
E DENOTES CATCH BASIN TOP OF SPIKE- �- 10,38 20.00 a' g �ti° I s2o.s
= 918.83 '4 920.3 0 19.67 1
CO23) DENOTES PROPOSED ELEVATION o 4 W
{ x1011.2 DENOTES EXISTING ELEVATION :'922" '•S' •"0••...Il"•• m
DENOTES DIRECTION OF DRAINAGE •
I'1 PROPOSED HOUSE 2 X
N 921., I
�_ rn POURED BASEMENT 5
® DENOTES METAL SPIKE -N WALKOUT x23.2 0
-x- DENOTES EXISTING FENCE W 922 7 924 5.33 `9c? o,• • p
s DENOTES PROPOSED SILT/TREE 4'• ri" ON N2•6 •p 8'33 012.00 X� co
PROTECTION FENCE AND GRADING LIMITS 922.0 x _ 4:oo S •• •670 s2D.9 -_..W --
822 --- 126
.•_. DENOTES GRAVEL 10. t.00 s
e. , DENOTES CONCRETE �`�';.' o ..,,.13....... °
s2s.a
923.4 ouL % (o a 928• •........
DENOTES BITUMINOUS I o,'�° •'•
A IA
- 929• .3 `� 281 •
cz: 9 MAPLE22 929.4 I
-g ni 415:5' \c3P' •••••• ..<
° / ' 0 18.° !:40 .929.3
NOTES-. - , o_ �ti`6I _.„.(0000 _s3on_.�.. ea8.o0 �,4001c,�
• 0.2
p ° .•' 930.4 �.{.••' r 931.0 .� �
.
- HOUSE PLACEMENT & ELVATIONS SET BY OWNER. m 930,0,, .... ' / oAK21 93 • gri. 932.3 /_
- FIELD SURVEY CONDUCTED ON NOVEMBER 29TH, 20.2 / r
i. ~j / 932' ....� ter. 933.31"'•..
Q /931.7 •••• ./ 3
- BEARING'S SHOWN ARE ON ASSUMED DATUM. / •... ��- 9 X 932.4
- CONTRACTOR TO VERIFY HOUSE DIMENSIONS, 930.2; ��ri;' w ��4-'.: 834... ....x933.8.
..xs33.8 .\s X B TV
AND SEWER AND BASEMENT DEPTHS.
BENCHMARK % 933.8
- FINISHED GRADE 10 FEET FROM PROPOSED BUILDING TOP OF!SPIKE/ „-� g3s4 X � "' SPRUCEI4
SHALL BE? 0.5 FEET LOWER THAN THE FINISHED GRADE • EL = 930.38 oo 934.7 /
AT THE BUILDING. 935. .i 1%• 11�x
1 0
- FINISHED GRADE ELEVATIONS ARE TO FINISHED FN0.51r x >14° mi SPRIJCE14 -932.5.
SURFACE !WITH TURF ESTABLISHMENT. >N 935.7 5 zr„ TC;
- DRIVEWAYS ARE SHOWN FOR GRAPHIC / BENCHMARK O ��p934.0
TOP OF IRON PIPE rn >
PURPOSES ONLY. FINAL DRIVEWAY DESIGN AND ELEV=935.8 0-1.I x 935.5 Z ox
•
LOCATION!TO. BE DETERMINED BY CONTRACTOR g o' x 935.5 ��TC4.5
� ' 0
I m x 935.5 935:4
g)
•
�: TC-BE
/ i LP. O®®
I / 'EB, •TV.
/ TB 935:8
/ 935.7
♦ TC
EAST ;931.2 / `.�`
140.92 / 1993,4,CJ"� ��N'ly R/W line of Todd Road according to
IA/4.2- according to the monumented plat of PRIORWOOD
•,,.
.SE Corner of Tract A
RLS No. 129
BENCHMARK
,, TOP OF HYDRANT AREA CALCULATIONS
N ,�' ELEV_937.58 TOTAL LOT = ±21,800 sq. ft. (above OHW)
nN Existing Shed = ±123 Sq. Ft.
0 SETBACKS TBACKS Proposed House = ±4,184 Sq. Ft.
FRONT = 25 FEET Proposed Driveways = ±1,811 Sq. Ft.
. SIDES = 10 FEET Proposed Patio = ±200 Sq. Ft.
SW CORNER OF OHWL = 75 FEET (904.0) Proposed Porch = ±146 Sq. Ft.
-GOV'T LOT 3 IMPERVIOUS = ±29.7%
-1`.-- SEC. 3, T. 114, R. 22,
THAT PART OF GOVERNMENT LOT 3, SECTION 3, TOWNSHIP 114, RANGE 22, SCOTT COUNTY, MINNESOTA DESCRIBED AS FOLLOWS:
,, COMMENCING AT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 3; THENCE ON AN ASSUMED BEARING OF NORTH 00 DEGREES OOMINUTES 00 SECONDS EAST
ALONG THE WEST LINE OF SAID GOVERNMENT LOT 3, A DISTANCE OF'1022.20 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF
140.92 FEET TO THE SOUTHEAST CORNER OF TRACT A, !REGISTERED LAND SURVEY NUMBER 129, SAID SOUTHEAST CORNER BEING'23.00 FEET NORTHEASTERLY OF THE
MOST SOUTHERLY CORNER OF SAID TRACT A, REGISTERED LAND SURVEY NUMBER 129, (SAID SOUTHEAST CORNER ALSO BEING ON THE NORTHERLY RIGHT-OF-WAY LINE
• OF TODD ROAD ACCORDING TO THE ' ONUMENTED PLAT ;OF (PRIORWOOD), THENCE NORTH 74 DEGREES 23 MINUTES 45 SECONDS EAST ALONG SAID NORTHERLY
RIGHT-OF-WAY LINE A DISTANCE OFI 199.64 FEET; THENCE NORTH 6 DEGREES 19 MINUTES 53 SECONDS WEST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 25.00
FEET TO THE POINT OF BEGINNING OF THE LAND TO BEI DESCRIBED; THENCE NORTH 74 DEGREES 10 MINUTES 29 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE A
DISTANCE OF 100.00 FEET;THENCE NORTH 6 DEGREES 14 MINUTES 47 SECONDS WEST A DISTANCE OF 225 FEET MORE OR LESS TO THE SHORELINE OF PRIOR LAKE;
r� THENCE SOUTHWESTERLY ALONG SAID SHORELINE TO ITS INTERSECTION WITH A LINE DRAWN NORTH 6 DEGREES 19 MINUTES 53 SECONDS WEST FROM THE POINT OF
-- BEGINNING;THENCE SOUTH 6 DEGREES 19 MINUTES 53SECONDS EAST A DISTANCE OF 245 FEET MORE OR LESS TO THE POINT OF BEGINNING.
'eb certifythat this plan, 'surve or re ort wasprepared b
under direct servision and that I 'am a Licensed JOB#12779HS
my P � duly
'vrveyor under the lows off the State of Minnesota. ACRE LAND SURVEYING -
. ,,,
' Revised: 4-4-13 (MH Inv, san line, add BM)
(7,a________, Revised: 4-23 (paver patio, swale MH rim) Blaine, MN 55449 rl_ 9
Revised: 4-1=13 (stake house, MH, driveway) 763-238-6278
•"','•1c d: 1-15-13 (silt fence & rock entrance) js.acrelandsurveyygmail.com
1-1 0-13 i0 I7 12_ 13 i4 15 16 17 18 19 110 111 112 113 114 115 116 117 118 119
'NEIDER Reg. No. 44655 - .
POD . ,\olw•o\12779hs.olwo 4/4/2013 9130130 AM CDT