HomeMy WebLinkAbout3211721420029-01292014ii
-9- Hydrant
Telephone Pedi;
CajPower Pole
No_t_e; Bearings based on assumed datum.
Elevations based on city benchmark datum.
40 20
SCALE
0 10 20
Certificate of Survey
Prepared for: Stephan Homes
9 -13
1 2 q,45.- (treas.)
N89'42:
)3.,\ I 905.5
905.8
LI
-o 00,4
11.4j
North
of Lot
Lot
• 905.3
11
091
I
SI
Retaining-
SILT F ENCj G iS
REQUIRED
Hydrant
TNH=916.
(per City dna))
970.4
908.7
Existing
House
FFE=912.5
.-GFE=911.9
912.0
4-)
9:9
912
Cente
Grove Street
Existing Description (supplied by client)
Lot 2, Block 2, FRIDLUND'S ADDI770N,
Hennepin County Minnesota, except the
West 5 feet of said Lot 2 lying South
of the Easterly extension of the North
line of Lot 3, Block 2, FRIDLUND'S
ADD1170N, Hennepin County, Minnesota.
Legend
• Found Iron Monument
0 Set Iron Monument (LS 14700)
000.0 Existing Elevation
Manhole
Benchmark:
Top nut of hydrant at NW
quad. of intersection of
Grover St. and Tracy Ave.
Address. 5700 Grove Street
Edina, MN 55436
PIO Na.: 32-117-21-42-0029
Lot Area: 17.586 sq. ft. (0.41 acres)
SCI-40BCORG
LA SERVICES
INC.
763-972-3221 5997 Co. Rd. 13 SE
www.SchoborgLandcom Delano, AIP1 55328
1 inch = 20 feet
I hereby certify that this certificate of survey was
prepared by me or under my direct supervision and
that I am a duly Registered Land Surveyor under the
laws of the Sto e of Minnesota.
Paul B. Schoborg
Date: Ziet/ s- Ze9 Zagt Registration Na. 14700
Job Number: 7720
Survey Date: 1-22-14, 1-23-14
Revisions: 1-29-14 (existing conditio
Drawing Name: SH1-23-14.dwg
Drown by KLB
WirtrlIOURS:
'Mk
7:00am to 7:00pm Monday through Friday
9:00am to 6:00pm Saturday
NO WORK ON SUNDAY OR HOLIDAYS
MATERIALS, DUMPSTERS
AND PORTABLE TOILETS
SHALL NOT BE STORED IN
RIGHT-OF-WAY
@ 952 821', 0372
PEF-WilT NUiV:FiER and ADDRESS
Residential
Temporary( Rock Construction Entrance/Exit
.41110 ottO '
.3.<,-"' 1.. •0,
.(0.
V-02'1' _4;1704 "!4 0
" Ii filtv.r•li f.
4441..-0, sP.,.144.1 .
-16' Initial length
:2!e r •
. eijo.101,41%
-To fr01 backfIll .,yard setback
14 111 Si frAfriee .
„Fetc....21.4. is. .viii: ne after
ilitir ..
Non-woven geotextile drainage 12' minimum fabric under
Failure to install the Construction Entrance
before disturbing the site soils and/or failure to
maintain thc Construction Entrance will result in
Enforcement action by the City.
6" minimum thickness
1 1/2" to washed rock
Vara mesh
Optional)
niorcerrient
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
Fabric anchorage
trench backfill whh
lairPed natural soh
Note; Depend 1g upon contiguratloo, attach fabric le who mesh with hog ringS, steel posis with tie wires, or wood posts with staWas_
Figural 4141-2: Typical In 11alkr for silt fence
Confirm property may be redeveloped
prior to demolition. A demolition permit
provi es no assura e of p itted future
/ uses
nnn
NO TRESPASSING
NO Excavating!
NO Driving!
NO TRESPASSING
on adjoining properties
=IPA
Cond tions of Demolition/Moving
1
4' construction ferIcing shall enclose existing basement perimeter and
excavations with s opes steeper than 1:1. Attach fencing to minimum
5' posts buried l' Ind spaced at a maximum 10' on center.
Enclose stockpiled soils with properly installed silt fencing.
Property must be r 'stored within thirty (30) days of building
demolition/move H utilities abandoned at the property line with a
permit, foundation demolished with a separate permit, debris
removed, demoliti n excavation filled to match adjacent grade and
seed or sod placed hind maintained at disturbed areas OR a permit
must be issued for tnew structure within thirty (30) days of the
building demolitiot /move.
a/FF/10E CO V
3R.117.a(.4a.001
6-7ao o,fouc-- 5 r
l,25/7
rc:zzr:, Construction Entrance
..,I.:,.:dation Wail Reinforcing
Foundation Pre-backfill
_Framing and Sheathing
—Insulation
—Lath
—Drywall
—Masonry Fireplace
—Final