HomeMy WebLinkAbout1902824430072-01292016KOM
899.9
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-0 1
900.5
901.4
OE/na
/44f2 1f Site Address:
6124 Oak/awn
ED/NA, MN
901.8 N 89°23'42" E 133.87 91)18
co. I 900,8
900.9
EXISTING'
;HOUSE /
.9010 901.0
\• .eS 0\\ 'GARAGE 40;4
o\lef-e \, -Floor= 901.7' -
901 20.41
900.9
0,9
Adjacent Hoose
16128
1st Floor= 903.2
s.d.,Aon Wail Reinforcing
Pre-backfill
7iThg and Sheathing
--1
-Plli
?
.. __ .,,.nry Firoptiace
L'iciazil
BUILDING COVERAGE
1,168 Sq.Ft.
1,168 Sq.Ft.
6,685 Sq.Ft.
= 17.5%
898.5 •
(7) a", CO krZ
tZt)
CZ1
898.8.
899.
0.0
993
0 5 01.0
2- "Trees
74-ori
-900
900.4
1.6
901 o
WORK HOURS:
7:00am to 7:00pm Monday through Friday
9:00am to 6:00pm Saturday
NO WORK ON SUNDAY OR IIOLIDAV
8
901.0
Hk 0900.6
geOSI, N (0/11M6
cro apple
19.9
7, r--'-'1- c, n 7.7.'73777 0:+l ev-
• -• • ''-
t.T.!MT.:3!_..---TI and ADDNESS
1st Floor= 903.8/
//olo 410.1// 19.8 /-
-61
cz i Drive
0114 $901.3
901b
tn0 •0)
17,1 90 1CN
1•;;I
.901.5
900.6
Adjacent House
'6120
1st Floor= 901.5
N 89°24'41" E 133pu. omin
6' Board Fence,
90 .1 Board Fence 9" 5
'01,8 901,6
Bituminous
CERTIFICATE OF SURVEY FOR:
T & Company PDF created with odfFactory trial version www.odffactorv.com 900.9 29.9
01.1
.903.2
901.6
Adjacent Garage
899,5
34.
Confirm property may be
RedeveIcp.Qd prioiJpIemoIitiofl
A demolition permit provides no
Assurance of permitted future uses
Bucktho
90
,q9: Shy 9 0.9
Conditions of Demolition/Moving
4' construction fencing shall enclose existing basement perimeter and
excavations with slopes steeper than 1: 1 . Attach fencing to minimum
5' posts buried 1' and spaced at a maximum 10' on center.
Enclose stockpiled soils with properly installed silt fencing.
Property must be restored within thirty (30) days of building
demolition/move - utilities abandoned at the property line with a
permit, foundation demolished with a separate permit, debris
removed, demolition excavation filled to match adjacent grade and
seed or sod placed and maintained at disturbed areas OR a permit
must be issued for a neNt, structure within thirty (30) days of the
building demolition/move.
901.0
51/67241v6, ge9../IR1L9
Drive 900.8
water ser. 9no ,t
C'''Z
"tzt..1
900.3
900.5
00.3 900.0"...„
9110.11
Wire mesh reinieivernent (optional) Encorteefing fabric
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
Fabric enchorege
trench beetle with
lamPed natural soli
.1. • P P!. ; :fr 7." Inch minimum
Natural coll ' •
Note: Depending upon configuration, attach fabric to vittre tries,* with
hog revs, steel poste with tie wires,. at woad posle with staples.
Figure 62-2: Typical Inaleitalkm for MN fence
Residential
Temporary Rock Construction Exit
./"--''''
„.6.
.,(
e.8
allii.f.A;1174:1:0":74 . EV0.0%.•
Willgiall44 . hell% :11
-15' Initial length
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if
1 71
-
:*16a /401114V-Agigt
‘)z.c' •itk••
' -.1.4.41411:4k: etarillitt1710104. ii„
ov-T.o front yard setbicr„
:11ne after backfill
le. eriti:/10.....:11.011•Ttirat;mi, :4, i
% i* .14 ff.:
12 inimum oitilf.,317...<„,
.. Width
z
Failure to install the Construction Exit before
disturbing the site soils and/or failure to
maintain the Construction Exit will result in
enforcement action by the City.
Non-woven geotextile drainage
fabric under
minimum thickness
1 1/2" to 3" washed rock
?t,
vc
10
14etal or
post or stalce
Direction eli
remit now
• ig • ••••• • •
6 Inch minimuk,
W
c •- 0 goo o E
MH Rimr 903.0 if)
o
E14t ' 1---.
' 7 1
cn
900,2
a)
( ) (f)
Buildings
Total Coverage
Lot Area
Z, of Coverage
OF:
it 7, Block 22, FAIRFAX
'1)1)02
c.;
_
File No.
14356 B
Bock-Page
1 "=20'
4 5 7 11 12 13 14 18 15 2 3 10
0
File No.
74356 B
Book-Page
Scale
DEMARS - GABRIEL
LAND SURVEYORS, INC.
6875 WASHINGTON AVE. SO.
SUITE 209
Edina, MN 55439
Phona:(763) 559-0908
Fax: (952) 767-0490
Soil Investigatioit Design, Inc.
2809 78th Ave. N Brooklyn Pork, MN 55444
Metro 01-260-3783
pbmnclvriloilinvestigalions.us
Figure 1: Site Detail
6124 Oaklawn Ave. Edina, MN
J8cP Company
E
MH
A
15 8 10 11 18 13 14 12
TREE INVENTORY
Buildings
Patio Allowance
Patios
Total Coverage
Lot Area
% of Coverage
Total Coverage
Lot Area
7, of Coverage
1,168 Sq.Ft.
1,168 Sq.Ft.
6,685 Sq. Ft.
= 17.5%
1,540 Sq.Ft.
-150 Sq.Ft.
280 Sq.Ft.
1970 Sq.Ft.
6,685 Sq.Ft.
= 29.5 %;
EXISTING BUILDING COVERAGE
Proposed first floor elev.=903.8 (Previous Home first floor elev.=903.8)
Proposed garage floor elev.=902.25
Proposed top of foundation elev.=902.55
Proposed lowest floor elev.-993.55
Revised: January 26, 2016 - proposed drainage
Revised: January 25, 2016 - proposed house loc.
Revised: January 24, 2016 - proposed house
Site Address:
6124 Oak/awn
ED/NA, MN
O Denotes iron monument
• Denotes found monument
x 000.0 Denotes existing elev.
(000.0) Denotes proposed elev.
▪ Denotes surface drainage
900.9 29.9
2" Crab Apple
Multi-stem 4" Mulberry
5" Buckthorn
00.3 930,
900.3
0.9 6' Board Fence 9
Areas that require Step! .0
Excavation. Complete at a rate of 1.5 run 901,5 to lii
Adjacent Garage
if
099.5 89
.06
724'41 ......
Ad
1
E 133.80 ----- ------- Bituminous 099.9
, wafer set. 3.W 900 4
C-21,
CraZ:11
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900,3 \
gam
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•
▪
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890,0 •
95
03
Ii
9" 900-- 6" Lord Fence
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11'4 410 .061,1 Z;00,0 '00 610 orti
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881.8 501.0 1 1
•
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/
N 89°23"42" E -(91°1j3.87
901.5 900.6
900.5
fluckilk, r
gala
Adjacent House
'6128
lot Floor= 903.2
903.2
900.2
00.2 PROPOSED BUILDING COVERAGE
Buildings
CERTIFICATE OF SURVEY FOR:
JP & Company
OF:
Lot 7, Block 22, FA/RFAX
hereby certify that this survey, plan or report was prepared by me
or under my direct supervision and that I am a duly Registered Land
Surveyor under the Laws of the State of Minnesota.
0014,
David E. Crook
Date: November 18th, 2015 Minn. Reg. No 22414
I hereby certify that this survey, plan or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the Laws of the
State of Minnesota.
4‘ • - ! Ray. H. Brandt
Date .1, Reg.No. 8140
Figure 2: Shoring Typical
TITLE
Typical Shoring Section
SIZE CAGE COD
SCALE Give
DWG NO REV
SHEET
4 3 \I7 2
Full Wall Shoring Typical
1. Drive vertical supports with backhoe to depth.
2. Vertical supports no more than four (4) feet apart.
3. Place structural grid (1/8 inch welded wire) against the vertical support between
the support and excavation wall.
4. Place 3/4 inch thick plwood vertically betwen structural grid and the excvation wall.
5. Remove shoring system prior to back filling
6. Repface in cradle or oritrailer as directed.
EXCAVATION TO BE CUT BACK AS NOTED
Given
Plywood
Square steel tubi g (or equiv.)
1 brac. ig
Soil Tools LLC
2809 78th Ave. N
Brooklyn Perk, MN 55444
Metro 651-260-3783
651-260-3783
pbrimdtrgsoilcool, net
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FREE STANDING SHORING SECTION (Patent Pending)
4 3 2 1