HomeMy WebLinkAbout0702824420056-04222013The Gregory Group
d.b.a.
_,OT SURVEYS COMPANY, INC.
Established in 1962
LAND SURVEYORS
REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA
INVOICE NO 81019
F.B.NO 1064-20
SCALE: 1" = 20'
_-x
----- ----
. • • • • Faille gtrictieraige
trench beckillt with
Ilaraped natural soli
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION 34-
Direction of
rUnOtf DOw
NatuFat soil
No DepenOing upon conituratiori, attach fabric to who mesh with
nn.2 MOS, stool pOSAS wItit tie wiros,, or wood posis with staptes.
Figure 614; Typiaat ineletration tor iII fenft
Residential
Temporary Rock Construction Exit
Basis for
bearings is
assumed ke•LQ 02,6
•2•1:`,/.0G/- -16 Initial length -To front yard setback
line after backfill z \ Denotes Existing Contours
Denotes Proposed Contours
• Denotes Found Iron Monument
0 Denotes Iron Monument
1:1 Denotes Wood Hub Set for
• excavation only
DT - Denotes underground drain pipe from
roof gutters to City drain in street
x000.0 Denotes Existing Elevation
ICT070"...CD Denotes Proposed Elevation
.4111r--- Denotes Surface Drainage
NOTE: Proposed grades are subject to results of soil tests.
Proposed building information must be checked with
,approved building plan and development or grading
i
/plan before excavation and construction.
/Proposed grades shown on this survey are
t) interpolations of proposed contours from the
drainage, grading and/or development plans.
NOTE; The relationship between proposecLfloor
• ele tions to be verified by buildegieb
108.55 Proposed First Floor
886.99 Proposed Top of Block oz. vIC)
886.69 Proposed Garage Floor r
878.32 Proposed Lowest Floor
Type of Building
7601 73rd Avenue North
Minneapolis, Minnesota 55428
(763) 560-3093
Fax No. 560-3522 2-5tory Frame
No.42,36 \
\ roof peak top foundation \
\ 906.5 55/.3
\\\\\\\\\\\\ 00.3
574.0 •-
6" minimum thickness
Surveyors Certificate \ /nq, (I)
1 1/2".to 3" washed rock
12' minimum Non-woven geote.tile dminno fabric under
39.3 N 89°5T43" E 199.63 MEAS./ 200.0 PLAT ire to install the Construction Exit before
disturbing the site soils and/or failure to
maintain the Construction Exit will result in
enforcement action b the City.
-
A \ -- ---
- bush 6mult
137.3.3
180"
: Proposed Drain
Pipe by City (bt1- -J cs
.0 , 9'8" - -- -
zzr".1
--------
- --\Z-PrOP64661. °rain riPe
no*
boxelder I 0"twin
573.6
fruit tree 10"
.674.5 gOt CONS TRI]
CE
boxelder 5"
573.5 I 10'4" 176'
tree 5"
575.3 tree 6ntwin
5714.0 10
•
4" 4'8"
ree 15"
75.7 CO
op
Fullbasement Walkout %A
/V4 54.T FENCE
FOR fROSION
gONTROL
Hardcover
Lot area
Building
Porch
Porch
Concrete
Total
Percentage
15'2" - 19,545 5g ft±
- 2,790 sq
- 2 / 7 sq ftat
- / 35 sq ft_t
- 1,733 sq ft± (1,553 - 150 Allowance)
13'0" Proposed
Residence 's1
576 4,575 sq ft.±
24.55% Qs
▪
,
13
'41-1JIRED
CO
CO
23'0" Lot 10, Block 2, Crocker and Crowell's First Addition,
Hennepin County, Minnesota
. '
- _
11 _x 56x.1
_N89°4'26" W 199.a5 M. 200.0 RAT
Z
Mrs mesh reinforcement
top6onarj Engineefing lebtic The only easements shown are from plats of record or information
provided by client.
Metal or weo
post or Maks - --maple 6"
550.5 I certify that this plan, specification, or report was prepared by me or
under my direct supervision and that I am a duly Licensed land
Surveyor under the laws of the State of Minnesota
Surveyed this 11th day of February 2013.
-4-2. 3 e GWO tteigy 07.02i.a44.A. 00
Porch -
555.5 , .•
Inch minimum th 5 feet of the
• bck 2, Crocker
s.corded plat
\\ \\ \ \\
927.3
\\
door sill\
903.6
Signed #, *
• *.• a
6 Loa niinimuth
roof peak 2-Story
No.4240
Hydrant
Benchmark
TNH=500.54
Gregory asc , Minn. Reg. No. 24992
Rev 2-14-13 silt fence, wall & easement Drawn By Sclaa,1
lower grades 0.01
3-27-13 swale north line & drain tile File Name
Cc1-10-2inv81019site plan .dwg 43.5 \\\\.\\I..r