HomeMy WebLinkAbout3111721410015-05062014Confirm property may be redeveloped
prior to demolition. A demolition permit
provides no assurance of permitted future
uses
LEGEND
• MONUMENT FOUND
o IRON PIPE MONUMENT :
1.1 WOOD HUB SET
•nn •• DENOTES DRAINAGE Af
'1• `L EXISTING SPOT ELEVA1 X .•°
(1027.76) PROPOSED ELEVATION
AS-BUILT ELEVATION
PROPOSED CONTOUR'
EXISTING CONTOURS
FIRE HYDRANT
in CATCH BASIN
SEWER MANHOLES
CIMB MAILBOX
-XC- CHAIN LINK FENCE
▪
UTILITY PEDESTAL
LIGHT POLE
-XW- WOOD FENCE
DECIDUOUS TREE
CONIFEROUS TREE
CONCRETE SURFACE
LEGAL DESCRIPTION:
Lot 24, Block 3, KILLARNEY
according to the plat thereo
in the Office of the Hennepi
11027.761
0
0 ®
UM@
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 l' 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 new structure within thirty (30) days of the
building demolition/move.
e-s-r r—A C./NI I A EIC
Temporary Rock Construction Entrance/Exit
V.
'‘()(
larere.1.4 , Aden* , At. - tTetabio
iffir itif • 1111"
6- minimum thickness
1 I/2" to 3" washed rock
-15 Initial length
-To front yard setback It 42,11. tol.lne after backfill 1
..1 i'Of grovi,,spi ..141.-.
"Ili*IV . 1.thr 12' minimum Non-woven geotextlie drainage ____,./ -1 ,...........„.width fabric under
oo 0) 34.67
BITUMINOUS
DRIVEWAY
S SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER ID THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS A.
co CZIMB
34.80
LOT 25
BLOCK 3
r•-
▪
)
ROCK
,\
J \
PLANT 0
BED or;
LOT 8 \
BLOCK
CIMB
0
BITUMINOUS
DRIVEWAY
11
6MAPLE I
WI
110r SETBACK LINE
01
43
t
t
EXISTING
GARAGE
° 15"MAPLE
ROCKS
\ PLANT -\
; BED ROCKS
24"AS
EXISTING
HOUSE
- FF ELEV WO ELEV
881.1 871.8 Li
PLANT
BED
117.5' SETBACK LINEI
co,N, 00"OAK
• N89'4442"W 130.16
\ \ ), (130 PLAT)•
EXISTING
HOUSE
Stonebrooke
Engineering Responsible Solutletig-
; 11,0 06 0,f)9(
3•2cL%1 v M. /304
CERTIFICATE OF SURVEY
LOT 24, BLOCK 3
KILLARNEY SHORES
SHEET
1
OF
1
Note: Depending upon configuration,. attach fabric to wire mesh with
hog rings, steel poets with tie wires, or wood poste with staples.
Figure 6.3-2: Typicat linelellation for sill fence
Wire mesh reinforcement
(ff'Pliffnal) Engineering fabric
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
Fabric anchorage
Inch backfill wiltt
../.. lasnped natural soli
Mitch minimum
* •
6 Inch minimum
Metal or
post or stake
Direction of
runoff flow
: . : Natural soli '
45507 DATE 04-10-2014
KI1U-1-11 -UV-WAY
, MATERIALS, DUMPSTEkS
j4.7_, AND PORTABLE TOILETS
SHALL NOT BE STORED IN
11:0 TfNI-T'T'_IrIV_IA7 A V
W01-0, HOURS:
7:00am to 7:00pm Monday through Friday
9:00am to 6:00pm Saturday
NO WORK ON SINDAY OR HOLIDAYS
Ap
r 1
0
.
20
14
- 6:
44
p
m -
S:
P RO
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C
TS
S
U
R
V
E
r
0
31
6
_
Cu
s
to
m
iL
Ho
me
s
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LL
C
W
1
1
10
rn
e
y
Sh
o
r
e
s
to
dd
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Fi
le
s Wi
e
w
La
n
e
EX
.
dw
g
DESIGNED
DRAWN
DRW
CHECKED
AiM
EXISTING
HOUSE
711— I 117 11.:
; ;
NO TRESPASSING
NO Excavating!
NO Driving!
NO TRESPASSING
on adjoining properties
7.17
„It
; ROCKS
:11
'If Wry)
Failure to install the Construction Entrance
before disturbing the site soils and/or failure to
maintain the Construction Entrance will result in
Enforcement action by the City.
I
1 / o
c;(\i ,,, V(IORETOADINING 7P" 130;bPLAT
N8944142"W ',,1 30.15 , A
0
Co
Ui
0
ED Li WI
10 c
LOT 24
BLOCK 3
061)AK
5373.72 870 it-9-
CK
0
n- j
tfi / (3) ca.,1
2
CO \
In NN 1-ROCKS
/HEDGE
IM ELEV
12 69.59 7 'BIRCH I \
-
LOT 9
BLOCK 3
- 0.42
WOOD',
RETAINING
WALL
PLANT
BED
5.25
HEDGE
15"MANE,
LOT 23
BLOCK 3
SET BACK REQUIREMENTS:
— 34.75' (FRONT SETBACK
FRONT STREET SETBACK
ON THE TWO ABUTTING
— 10' GARAGE SIDE SETBAC
— 17.5' HOUSE SIDE (10' '
LINE. THE REQUIRED SIDE
INCREASED BY 6 INCHES
BUILDING EXCEEDS 15%)
— 25' REAR HOUSE TO P
EXISTING ELEVATIONS:
FINISHED FLOOR ELEVATIOI
BASEMENT FLOOR (WO) =
SURVEYOR:
Stonebrooke Engineering,
12279 Nicollet Ave. S.
Burnsville, MN 55337
Phone: 952-402-9202
Fax: 952-403-6803
www.stonebrookeengineeri
'REV. NO. DATE BY 0-IK