HomeMy WebLinkAbout3111721410015-05072014LL_J
_A w a co
1 -6
PROPOSED
DRIVEWAY
3.2%
-111-
50.27'
15 'MAPLE
7.00'
24"AS
so
3.00'
lJ
ow 0 &) D CC 0 0_
37.17'
lJ
(c"4
LOT 24 -Loi
BLOCK 3 NI
LLJ
36J1AK
I 0 r
12.00' cN4
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER My DIRE,'" SUPERVISION AND THAT I ANI A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OE MINNESOTA. 10 20
SCALE FEET
Chad J Seaman UC rio 99961 DATE 05-06-2014
Stonebrooke
Enginuaring Responsible StAtition'
DRAINAGE & EROSION CONTROL PLAN REV. NO DATE BY CHK DESCRIPTION
04-11-14 AIM REVISED STOOP
05-06-14 MN REVISED PER CITY COMMENTS
DESIGNED
AIM
DRAWN
ERA
CHECKED
AIM
LOT 24, BLOCK 3
KILLARNEY SHORES
• a t 31
LEGEND
• MONUMENT FOUND
0
•
A•
x \
(1027.76)
STORile: _771:1? 1:-Z7 05/0/17 CO/V:7 px-244/-
5,92,)- vzz-v-f -
ev
S
h
o
r
e
s
Ca
IRON PIPE MONUMENT SET
WOOD HUB SET
DENOTES DRAINAGE ARROW
EXISTING SPOT ELEVATION
PROPOSED ELEVATION
AS-BUILT ELEVATION
PROPOSED CONTOURS
EXISTING CONTOURS
FIRE HYDRANT
• CATCH BASIN
SEWER MANHOLES
=MB MAILBOX
-XC- CHAIN LINK FENCE
UTILITY PEDESTAL
LIGHT POLE
WOOD FENCE
DECIDUOUS TREE
CONIFEROUS TREE
CONCRETE SURFACE
S F SILT FENCE
0 0 BIOROLL
LEGAL DESCRIPTION:
Lot 24, Block 3, KILLARNEY SHORES,
according to the plat thereof, on file and of record
in the Office of the Hennepin County Recorder.
SET BACK REQUIREMENTS:
- 37.1' (FRONT SETBACK IS THE AVERAGE OF THE
FRONT STREET SETBACKS ON THE DWELLING UNITS
ON THE TWO ABUTTING LOTS)
- 5' GARAGE SIDE SETBACK
- 17.5' HOUSE SIDE (10' SIDE HOUSE TO PROPERTY
LINE. THE REQUIRED SIDE YARD SETBACK SHALL BE
INCREASED BY 6 INCHES FOR EACH FOOT THE
BUILDING EXCEEDS 15'.)
- 25' REAR HOUSE TO PROPERTY LINE
SURVEYOR:
Stonebrooke Engineering, Inc.
12279 Nicollet Ave. S.
Burnsville, MN 55337
Phone: 952-402-9202
Fax: 952-403-6803
www.stonebrookeengineering.com
TOP BACK -x
OF CURB '`n T( 8797-21))S
(879.30)
-4- + --O.
RIM ELEV
878.58
X
(qerzo)..
BITUMINOUS
DRIVEWAY
EROSION CONTROL NOTES:
1. SILT FENCE OR OTHER CITY-APPROVED PERIMETER CONTROL
MUST BE INSTALLED AT ALL LOCATIONS WHERE CURRENT,
PROPOSED OR INTERIM GRADES MAY RESULT IN EROSION
AND RUNOFF TO ADJACENT PROPERTIES.
2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE.
3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND
MAINTAINED AT THE FIRST CATCHBASIN DOWNSTREAM FROM
CONSTRUCTION SITE PRIOR TO EARTH-DISTURBANCE.
(PRODUCT MUST BE APPROVED BY THE CITY AND OFF
MNDOT'S APPROVED/QUALIFIED PRODUCT LIST)
4. PROVIDE CLASS V GRAVEL CONSTRUCTION ENTRANCES TO
CONTROL SOIL MIGRATION.
5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE
UNTIL DISTURBED AREAS CAN BE SODDED OR RE-SEEDED
TO STABILIZE GRADE.
670 •6 I co
0).
LOT 25
BLOCK 3 g-
N894442"W. 150.1
CY; 4? 1 Co
co / V I /
'1 ''' J , ,
.
877,5
, A, A ..., ", ' f\
SI 3 ,
(879)
(880.00)
(.94, "...`4.)._ <9)
28.17'
I
so
EROSION OPERATIONS AND MAINTENANCE:
1. ALL EROSION CONTROL INSTALLATIONS SHALL
REMAIN IN PLACE AND MAINTAINED IN GOOD
CONDITION TO THE SATISFACTION OF THE CITY
ENGINEER UNTIL THE SITE HAS BEEN
STABILIZED.
2. ALL SEDIMENT CONTAINMENT FEATURES SUCH
AS SILT FENCE, INLET PROTECTION, ETC. SHALL
BE CLEANED OUT WHEN 1/3 OF THE CAPACITY
IS DIMINISHED.
3. SILT FENCES AND OTHER SEDIMENT BARRIERS
SHALL BE REMOVED WHEN THEY HAVE SERVED
THEIR USEFUL PURPOSE BUT NOT BEFORE THE
UPWARD SLOPE AREA HAS BEEN PERMANENTLY
STABILIZED.
870 b)
WOOD
RETAINING
7WAL
PLANT
BED
HEDGE
1-1-1
CO
to
IM ELEV
69.59
7''B1RCH 1 \
IF
urn ii
ivw ?nig.
LOT 9
BLOCK 3 ,
IT
EROSION CONTROL INSPECTION AND
DOCUMENTATION
1. ALL EROSION AND SEDIMENT CONTROL
DEVICES SHALL BE INSPECTED WEEKLY
AND WITHIN 24 HOURS OF ANY RAIN
EVENT OF 0.5 INCHES OR MORE.
2. ALL EROSION AND SEDIMENT CONTROL
INSPECTIONS SHALL BE DOCUMENTED TO
INCLUDE DATE AND TIME, NAME OF
INSPECTOR, WEATHER CONDITIONS, ITEMS
INSPECTED, RESULTS OF INSPECTION AND
RESPONSE TO DEFICIENCIES.
fq2c vinx/ tiv */30eq,/
BACK
[1027.7 61
4,
4>
I=MB
LOT AREA SQUARE FOOTAGE:
12365 SQUARE FEET
APPROXIMATE SQUARE FOOTAGE*:
PROPOSED BUILDING AREA = 2387
PROPOSED DRIVEWAY AREA = 1301
THE BUILDING AREA OCCUPIES 19.3%
OF THE LOT. (25% OF THE LOT IS THE
MAXIMUM ALLOWABLE BUILDING AREA)
PROPOSED ELEVATIONS:
FIRST FLOOR = 882.06
TOP OF FOUNDATION = 880.50
GARAGE FLOOR = 880.10
BASEMENT FLOOR (WO) = 871.68 0
CLASS V GRAVEL
CONSTRUCTION
ENTRANCE
NOTE:
SEE BUILDING PLANS FOR
ARCHITECTURAL DIMENSIONS.
CONTRACTOR SHALL VERIFY
DIMENSION Sc EXTENT OF
BUILDING PAD SOILS CORRECTION.
EXISTING
HOUSE
C./ I.1,,V7
80.00 , cANT
LOT 23
BLOCK 3
87:8,91
,
F
N89'44'47VV," 130.1 6
EXISTING
HOUSE
CANT
co
4 f
17.5' S BACK LIN „:„.4'
N. CO
WOOD
RETAINING 4(2"
WAL
n 11110..
1.
(870.1 o)
: ROCKS
c52 0
ROCKS\
3 ui / /
ROCKS
\ 1
, \
\
PLANT 0
BED to'
LOT 8 \
BLOCK 3
\
DESCRIPTION DATE BY CHK
20 10
FEET SCALE
UC 45507 05". 04-11-2014
• 5- 2 v
7.
/1u,/ /300
LEGAL DESCRIPTION:
Lot 24, Block 3, KILLARNEY SHORES,
according to the plat thereof, on file and of record
in the Office of the Hennepin County Recorder.
PROPOSED ELEVATIONS:
FIRST FLOOR = 882.06
TOP OF FOUNDATION = 880.50
GARAGE FLOOR = 880.10
BASEMENT FLOOR (WO) = 871.68
NOTE:
SEE BUILDING PLANS FOR
ARCHITECTURAL DIMENSIONS.
CONTRACTOR SHALL VERIFY
DIMENSION & EXTENT OF
BUILDING PAD SOILS CORRECTION.
SET BACK REQUIREMENTS:
- 37.1' (FRONT SETBACK IS THE AVERAGE OF THE/
FRONT STREET SETBACKS ON THE DWELLING UNITS
ON THE TWO ABUTTING LOTS)
- 5' GARAGE SIDE SETBACK
- 17.5' HOUSE SIDE (10' SIDE HOUSE TO PROPERTY
LINE. THE REQUIRED SIDE YARD SETBACK SHALL BE
INCREASED BY 6 INCHES FOR EACH FOOT THE
BUILDING EXCEEDS 15%)
- 25' REAR HOUSE TO PROPERTY LINE
SURVEYOR:
Stonebrooke Engineering, Inc.
12279 Nicollet Ave. S.
Burnsville, MN 55337
Phone: 952-402-9202
Fax: 952-403-6803
www.stonebrookeengineering.com
CD'
34.71
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. Stonebrooke
fingliwaing R.:won:Me Soil.qlfar
11 ROCKS
873.71
,870.5u)
CERTIFICATE OF SURVEY
LOT 24, BLOCK 3
KILLARNEY SHORES
1
MB (879.20) = ,..„..,
(../ ,.....-
(879.30) I
-4---II. ... ± m'-0'-\s4h ---- (87g)
—
._
/ 1 (860.00)
/n H 28.17'
A co c
'N93.
CAW 771.76): 4 7X' 01' SWAW-7
92,5- KI_SW ZA72
oo co
csi
.00 -
co --
N 897 44.'471N1' 1 30.16
\ \ I
I (
LOT 23
BLOCK 3
EXISTING
HOUSE
AIM
DRAWN
DRW
CHECKED
AIM
• REV. NO.
04 1 14 AIM REVISED STOOP
4b. Xt n
1
'2)1
1
TOP BACK
OF CURB
‘t, -
X
RIM ELEV
878.58
N0
0
1 5 '0
6
"E
\ BITUMINOUS
\pRIVEWAY
\
11
1
PROPOSED
DRIVEWAY
3.2%
-4—
50.27'
1
AP
IS BACK
.4-
I I
• r.
If)
tr)
Lu
CANT
R co
17.5' S
\/1 7 0 K
y/60D
,NETAINING 41:2"
WL
fi 8'7103
LOT 24
BLOCK 3
BACK LINA
WOOD
RETAINING
7WAL
(870.10)
1t4
8701,17
0\
ROCKS\
ta / cn
ages Aaro J.
,EXISTING- .
HOOSE- _
1,11
873.77 187060
LOT 25
BLOCK 3
Co
7.0 ROCKS
0
IM ELEV -rm 69.59 7"BIRCH \
LOT 9
BLOCK 3
LOT AREA SQUARE FOOTAGE:
12365 SQUARE FEET
APPROXIMATE SQUARE FOOTAGE*-
PROPOSED BUILDING AREA = 2387
PROPOSED DRIVEWAY AREA = 1301
cy-P
V
34.80
cc.'P
X,MB
1
PLANT
BED ,
1 HEDGEr
1 \ \
\
PLANT 0
BED 01?)
LOT 8 \
BLOCK
SHEET
1
OF
1
LEGEND
• MONUMENT FOUND
o IRON PIPE MONUMENT SET
• WOOD HUB SET
DENOTES DRAINAGE ARROW
A A • 1/ EXISTING SPOT ELEVATION
X
(1027.76) PROPOSED ELEVATION
AS-BUILT ELEVATION
PROPOSED CONTOURS
EXISTING CONTOURS
FIRE HYDRANT
CATCH BASIN
SEWER MANHOLES
MAILBOX
CHAIN LINK FENCE
UTILITY PEDESTAL
LIGHT POLE
WOOD FENCE
DECIDUOUS TREE
CONIFEROUS TREE
CONCRETE SURFACE
11027.761