HomeMy WebLinkAbout3311721220070-11122014No
v
1
4
2
0
1
4
—
3
:
07
p
m —
S
:
\
PR
O
J
E
C
T
S
V
UR
V
E
A
03
1
6
_
Cu
s
to
m
_
Ho
m
e
s
_
L LC
\
We
e
tc
he
s
te
r
K
n
o
l ls
\Ca
dd
_
Fi
l
e
s
Vo
t 4
B
l
k
6
F
A
S
B
-
20
1
4
.
dw
g
0U/17_,9„4/Y0/1/
tY/#7771/9SY 2R W2NZ7L 1W:47,4, 11111/
1(A) 5' SETBACK LINE
'64-e
" cimue?Fd i-koo,-r/eas.s- a
otisif-,0.0.1-- ;Jo"
0.1 %WINDSOR AVE
10 20
SCALE FEET
Stonebrooke
Engineering Responsible Solutions
EWE Mean i Maaes 11-12-2014 DATE
I HEREBY CERTIFY THAT THIS PLAN 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. FOUNDATION AS-BUILT
LOT 4, BLOCK 6
WESTCHESTER KNOLLS
DRAWN
JPG
CHECKED
ALM
SHEET
1
OF
1
4 rn ROCK CONSTRUCTION
1 ENTRANCE (1 1/2"
—3" CLEAR ROCK
MIN. 6" DEEP)
S8F43'15"E 74.85
' )<c, n•n
-7\ oalevi0 45/34,14 r
-„:3; / 472,741. 00W1 30
h7,53 12 wiloosdp_
V.tl.2.007C
EDGE BITUMINOUS
its eq.„ r fr/'fi -
j JJ
ivrxitGro
1:-.1.470x LiKs- dr .„..&1,-5
PROPOSED ELEVATIONS. SET BACK REQUIREMENTS.
— 34.48' (FRONT SETBACK IS THE AVERAGE OF THE
FRONT STREET SETBACKS OF THE DWEWNG UNITS
ON THE TWO ABUTTING LOTS)
— 10' GARAGE SIDE SETBACK
— 13' HOUSE SIDE (MINIMUM 10' SIDE HOUSE TO
PROPERTY LINE. THE REQUIRED SIDE YARD SETBACK
IS INCREASED BY 6 INCHES FOR EACH FOOT THE
BUILDING EXCEEDS 15'.)
25' REAR HOUSE TO PROPERTY LINE
NOTES:
—SEE BUILDING PLANS FOR
ARCHITECTURAL DIMENSIONS.
CONTRACTOR SHALL VERIFY
DIMENSION & EXTENT OF
BUILDING PAD SOILS CORRECTION.
—WATER AND SEWER SERVICES WILL
REMAIN UNCHANGED IN PUBUC R/W.
(71
r •01
; 0
- -1(,34)
.........-933._(935) 11-
- ,,, 2---sE)11 ,,,
.., 5.,--(936). , ch
LOT 5
BLOCK 6
AS—BUILT
FOUNDATION
ELEV=941.93
1W1N3
LOT 4 -ER:N:9910
BLOCK 6
(932.80)
51.67'
TW=941, BW=936.3
AS—BUILT
FOUNDATION
ELEV=941.93
A),
lp (1W=938.0
BW=935.0
LOT 3
BLOCK 6
PROPOSED
RETAINING
WALL
PROPOSED
HOUSE (WO)
EXISTING
HOUSE
EXISTING
GARAGE
1
AS—BUILT EFLOE vU N=D9A4-1 :11 9N3
20 66'
1—th r btN St1/4 \ • tO
)(1
(941)
.48' SETEIACWA_IIKEE-
(941)
STOOP I ELEV=941.93
11.64' u3 d
ELEV=941.93
FOUNDATION
so
AS—BUILT
e. FOUNDATION
0
EXISTING HOUSE
•4-
S89'44'19"E 75.00
to
LEGEND
• MONUMENT FOUND
O IRON PIPE MONUMENT SET
• WOOD HUB SET
DENOTES DRAINAGE ARROW
EXISTING SPOT ELEVATION
PROPOSED ELEVATION
AS-BUILT ELEVATION
PROPOSED CONTOURS
EXISTING CONTOURS
CURB STOP
DECIDUOUS TREE
TREE REMOVAL
—S F— SILT FENCE
--0-- BIOROLL
------- (A) IF THERE ARE GUTTERS THEY
SHALL BE DIRECTED TO BURIED
DRAINS AND THE FLOW MUST BE
INFILTRATED PER TRENCH DRAIN
DETAIL
(B) CONSTRUCT SWALE BEHIND
RETAINING WALL TO DIRECT
DRAINAGE NORTH
FIRST FLOOR 943.82
TOP OF FOUNDATION = 941.80
GARAGE FLOOR = 941.13
BASEMENT FLOOR (WO) = 933.3
EXISTING ELEVATIQNS:
FINISHED FLOOR ELEVATION = 942.82
SURVEYOR:
Stonebrooke Engineering, Inc.
12279 Nicollet Ave. S.
Bumsville, MN 55337
Phone: 952-402-9202
Fax: 952-403-6803
www.stonebrookeengineering.com
LEGAL DESCRIPTION:
Lot 4, Block 6, WESTCHESTER KNOLLS,
according to the plat thereof, on file
and of record in the Office of the
Hennepin County Recorder.
LOT AREA SQUARE FOOTAGE:
10452 SQUARE FEET
APPROXIMATE SQUARE FOOTAGE
PROPOSED BUILDING AREA = 2326
PROPOSED DRIVEWAY AREA = 1188
PROPOSED IMPERVIOUS AREA = 3514
EXISTING IMPERVIOUS AREA = 2476
THE BUILDING AREA OCCUPIES 22.3% OF
THE LOT. (25% OF THE LOT IS THE
MAXIMUM ALLOWABLE BUILDING AREA)
A 01' X
(1027.76)
11027.761
••••‘"
5' SETBACK LINE (A)
Stonebrooke
Engineering Responsible Solutions
FOUNDATION AS-BUILT
LOT 4, BLOCK 6
WESTCHESTER KNOLLS
I HEREBY CERTIFY THAT THIS PLAN 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.
Aaron Maces
DESIGNED
AIM
DRAWN
PG
CHECKED CHECKED
AIM 45507 V 11-122014
SHEET
1
OF
1
Ii
I -5-
gas,
r
S89'44.19NE 75.00
--- --4--57---77—t—r-47--0 ...-, , 0 0
cn I up
cNi
(47)
10
0)
A
cs& ,2>
LEGEND
• MONUMENT FOUND /aUi17_02 _7_79A7
#71-iV,V$Y0A) KZ/17C-47 Z.V1:/17_41,
IjJ gi• z
161
IP/
LOT 3
BLOCK 6
FIRST FLOOR = 943.82
TOP OF FOUNDATION = 941.80
GARAGE FLOOR = 941.13
BASEMENT FLOOR (WO) = 933.3
EXISTING ELEVATIONS:
FINISHED FLOOR ELEVATION = 942.82
SURVEYOR:
Stonebrooke Engineering, Inc.
12279 Nicollet Ave. S.
Burnsville, MN 55337
Phone: 952-402-9202
Fax: 952-403-6803
www.stonebrookeengineering.com
LEGAL DESCRIPTION.
Lot 4, Block 6, WESTCHESTER KNOLLS,
according to the plat thereof, on file
and of record in the Office of the
Hennepin County Recorder.
LOT AREA SQUARE FOOTAGE:
10452 SQUARE FEET
APPROXIMATE SQUARE FOOTAGE*:
PROPOSED BUILDING AREA = 2326
PROPOSED DRIVEWAY AREA = 1188
PROPOSED IMPERVIOUS AREA = 3514
EXISTING IMPERVIOUS AREA = 2476
THE BUILDING AREA OCCUPIES 22.3% OF
THE LOT. (25% OF THE LOT IS THE
MAXIMUM ALLOWABLE BUILDING AREA)
eqi ib r C mot cra ot_ IS
011-1‘i 0 ‘7- -}1(3 PROPOSED ELEVATIONS. SET BACK REQUIREMENTS.
34.48' (FRONT SETBACK IS THE AVERAGE OF THE
FRONT STREET SETBACKS OF THE DWELUNG UNITS
ON THE TWO ABUTTING LOTS)
10' GARAGE SIDE SETBACK
13' HOUSE SIDE (MINIMUM 10' SIDE HOUSE TO
PROPERTY LINE. THE REQUIRED SIDE YARD SETBACK
IS INCREASED BY 6 INCHES FOR EACH FOOT THE
BUILDING EXCEEDS 15'.)
25' REAR HOUSE TO PROPERTY UNE
LOT -
BLOCK-
—935,
AS—BUILT
FOUNDATION
ELEV=941.93 PROPOSED
HOUSE (WO)
TWIN3
A 1W=937.5 LOT -r 5w=934.5
BLOCK 6
(932.80)
51.67'
BW=98.3 tO
N / If{ 1W=938.0 BW=935.0
476 V, 11—) PROPOSED
AS—BUILT RETAINING
FOUNDATION WALL
ELEV=941 93
3.09
r'
4 v..) ROCK CONSTRUCTION
1 ENTRANCE (1 1/2"
-3" CLEAR ROCK
MIN. 6" DEEP)
EXISTING EXISTING
HOUSE GARAGE
"S
XC'
X°'
F
AS—BUILT
FOUNDATION
ELEV=941.93 çr
03
S8r43'15"E 74.85
6 -}c943.1„ 0: I
0 —
1"(911q VW I N DSOR AV E s'Itcti
-
- EDGE BITUMINOUS
'” • I 0. 2 a - 0070 „cb ,
0
(941)
34.48 SETSACRILI
in Ir I
(I) <1 0 a_1-1-11 a
o
Z 0 • ;)POSED < *I" o a).ZAGE z II
8
7—kWAS—BUILT 4 FOUNDATION
(9'ELEV=941.93
-J
co
6 FOUNDATION
7—BUILT
-,- STOOP - [E.LEV=94 .93 11.64' PI
—8.96' ..„.—F i ci
1 . 4 -
4 ...._04„-:?....,
1 'c)d
-1c2
30
CC
53 /2 WIAPOSdiz_
EXISTING
HOUSE
afr
.4: 1•0
ca
45/3,,,tr
-n
o IRON PIPE MONUMENT SET
• WOOD HUB SET
DENOTES DRAINAGE ARROW
EXISTING SPOT ELEVATION
PROPOSED ELEVATION
AS-BUILT ELEVATION
PROPOSED CONTOURS
EXISTING CONTOURS
CURB STOP
DECIDUOUS TREE
TREE REMOVAL
—S F— SILT FENCE
BIOROLL
(A) IF THERE ARE GUTTERS THEY
SHALL BE DIRECTED TO BURIED
DRAINS AND THE FLOW MUST BE
INFILTRATED PER TRENCH DRAIN
DETAIL
(B) CONSTRUCT SWALE BEHIND
RETAINING WALL TO DIRECT
DRAINAGE NORTH
NOTES:
—SEE BUILDING PLANS FOR
ARCHITECTURAL DIMENSIONS.
CONTRACTOR SHALL VERIFY
DIMENSION & EXTENT OF
BUILDING PAD SOILS CORRECTION.
—WATER AND SEWER SERVICES WILL
REMAIN UNCHANGED IN PUBUC R/W.
11027.761
/
REV. NO. DATE BY CHK DESCRIPTION
10 20
SCALE FEET