HomeMy WebLinkAbout3311721330051-10212015 (2)z.
--------- -------- ----- ------
i RONT ENPRY-9�_�,.6
PROPOSED RETAINING
f,....,_.......,...,..-..~.,..........,~....,,.,....................................... ..............
WALL DESIGNED BY
.......................
55'xlO'x2' SUB -SURFACE OTHERS
----------
INFILTRATION BASIN #1 .8 ��Dl' 3 t., 4. E
SEE DETAIL
12 0 G/ MEt Y
TjW
967.6 TW
42
�.,,;NBW (906.4
(9�
F(906.4)BW X
....... ... _4 L ....
906
A 905.5)
X...........
..... .... .. .... ..... ..... ..... ..... .....
............. . ...........................
9U5.5 ........
................
13.00 (906.2) li
14.00
0
o
PATIO
196 SF
PROPOSED
C14
(6 STOCKPILE A.
LOCATION
N--------
(905
17.00 ... ..... ..... ... . .
X
........... ... ........................
..V)
iK
gC
i is f:C', 2
*y
V);
J_�
P Ro POSEli"'H 0 USEA'43E F:_00P::Q
..........
...... #6Q12 C14
0
6
ul
Co
9.0 P PT7S E .42 1 D •ILK.
PRO d1v
XISTING FRONT ENTRY=909.1 Z8 V
Uj
FIRS 5)
.00
% R (906.8)
GARAGE FLOO
TOP OF POURED WALL = (906.7)
6
BASEMENT FLOOR (898.99)
7
N F) CO
5
b
I �i90
9.0
FRONT
JsS
. ...........
L: . . . ............. .........
............ .......... . . .......
�j 4 DOWNSPOlb
. ...........
A.
r ti
>� . .... . ................
A- ?i? .�_a`17,0 28.00
0 –7—
C,
Q
COVERS .......... ��05, 32.O i
SILT FENCE I X
(.906.8)
69,
I IDOWNSPDU
`966 Ile:
'A LLJ
CL.... .
0 0
o0
.. ..... ...
0,
to
0
-0 ..... . ..... .. . ..... .
9 0 . .....CATCH BASIN S. - - ------
7TOP = 904 04.5, -a 6" HDPE ST.;
905 >-> >
SEE DETAIL
00 0,0 12("', 4 1
TRENCH 000 0
DRAT
SEE DETAIL 00 ;j
00
0 0 0 A
f. 0
9 ........... P44 .... .......
w.
0
0
U U
..X ... .
SAN M.
TEMPORARY ROCK
CONSTRUCTION
ENTRANCE
. ....... . ..... ..... — -
-----
T. . R. . S. DRAWING: \\SERVER\ Proiects\2015\# 15-569 6012 Hansen Road Edina (BelIG)\2015-10-05\15569ST1.dwa LAYOUT: Lavout2 XREF: Survev: XREF: Site Plan
ISILT
CATCH BASIN
TOP = 904
SEE DETAIL
W'C OAR
CLEANOUT
NV = 902.2
PRIOR �O ANY CONSTRUCTION,
INSTALL STORM SEWER INLET
PROTECTION ON ALL CATCH
BASINS EXPOSED TO
CONSTRUCTION SEDIMENT.
INDIVIDUAL RESPONSIBLE FOR THE CLEANLINESS OF
THE SITE AND THE MAINTENANCE OF THE EROSION
AND SEDIMENT CONTROLS:
JEREMY POWER
BELLA CUSTOM HOMES
2819 WEST 52ND STREET
MINNEAPOLIS, MN 55410
PHONE: 612-282-0247
EMAIL: JEREMY@BUILDWITHBELLA.COM
K E Y -.
.......... EXISTING RUNOFF FLOW DIRECTION
► PROPOSED RUNOFF FLOW DIRECTION
EXISTING CONTOUR
PROPOSED CONTOUR
(872.5) PROPOSED SPOT ELEVATION
The base information and proposed conditions shown on this
plan are from a certificate of survey prepared by W. Brown
Land Surveying, Inc. dated 9/28/2015. 1
Know what's below.
Call before you dig.
The subsurface utility information shown on this plan is utility
Quality Level D. This quality level was determined according to
the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline
for the Collection and Depiction of Existing Subsurface Utility
Data."
LOCK DOWN BOLT
POLYDRAIN 2514AF WITH
DUCTILE IRON GRATE AND
FRAME, OR EQUAL 6.1
4' -
PAVEMENT
.4
A-
44
BASE .0
4
E3
E TH VARIES WITH CHAN
3
BUILT–IN LOCK
BLOCK FOR GRATE
LOCKDOWN
A.
4 4
4
O4
LOCK TOGGLE
ANCHOR RIB
POLYDRAIN PRECAST POLYESTER I N
POLYMER CONCRETE CHANNEL, SOIL SUBGRADE 8" THICK 3,500 PSI MIN, 28 DAY
OR EQUAL COMPRESSIVE STRENGTH CONCRETE
REINFORCED W/6X6 #6 W.W.M
PRECAST POLYMER TRENCH DRAIN
0 Ar
EL
10
10 20
L f< FEET
6012 HANSEN ROAD
EDINA, MN
- I 17-2� I - 3� - 005-1
DATE REVISION
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, 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.
Brian Mundstock
DATE: 9/24/15
REG. NO.: 23468
........... :
PROJECT NO.:
15-564
DRAWN BY:
LKS
CHECKED BY:
co
APPROVED BY:
BHM
SCALE:
GRAPHIC
DATE:
9/24/15
DESCRIPTION:
GRADING,
DRAINAGE,
42'x 1'5'x2 SUB'SURFACE
CONTROL
INFILTRATION
BASIN #2
SEE DETAIL
.......... 7
"R7 P_
..........
7—,
Z .....
..................................
CATCH BASIN
TOP = 904
SEE DETAIL
W'C OAR
CLEANOUT
NV = 902.2
PRIOR �O ANY CONSTRUCTION,
INSTALL STORM SEWER INLET
PROTECTION ON ALL CATCH
BASINS EXPOSED TO
CONSTRUCTION SEDIMENT.
INDIVIDUAL RESPONSIBLE FOR THE CLEANLINESS OF
THE SITE AND THE MAINTENANCE OF THE EROSION
AND SEDIMENT CONTROLS:
JEREMY POWER
BELLA CUSTOM HOMES
2819 WEST 52ND STREET
MINNEAPOLIS, MN 55410
PHONE: 612-282-0247
EMAIL: JEREMY@BUILDWITHBELLA.COM
K E Y -.
.......... EXISTING RUNOFF FLOW DIRECTION
► PROPOSED RUNOFF FLOW DIRECTION
EXISTING CONTOUR
PROPOSED CONTOUR
(872.5) PROPOSED SPOT ELEVATION
The base information and proposed conditions shown on this
plan are from a certificate of survey prepared by W. Brown
Land Surveying, Inc. dated 9/28/2015. 1
Know what's below.
Call before you dig.
The subsurface utility information shown on this plan is utility
Quality Level D. This quality level was determined according to
the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline
for the Collection and Depiction of Existing Subsurface Utility
Data."
LOCK DOWN BOLT
POLYDRAIN 2514AF WITH
DUCTILE IRON GRATE AND
FRAME, OR EQUAL 6.1
4' -
PAVEMENT
.4
A-
44
BASE .0
4
E3
E TH VARIES WITH CHAN
3
BUILT–IN LOCK
BLOCK FOR GRATE
LOCKDOWN
A.
4 4
4
O4
LOCK TOGGLE
ANCHOR RIB
POLYDRAIN PRECAST POLYESTER I N
POLYMER CONCRETE CHANNEL, SOIL SUBGRADE 8" THICK 3,500 PSI MIN, 28 DAY
OR EQUAL COMPRESSIVE STRENGTH CONCRETE
REINFORCED W/6X6 #6 W.W.M
PRECAST POLYMER TRENCH DRAIN
0 Ar
EL
10
10 20
L f< FEET
6012 HANSEN ROAD
EDINA, MN
- I 17-2� I - 3� - 005-1
DATE REVISION
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, 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.
Brian Mundstock
DATE: 9/24/15
REG. NO.: 23468
INFORMATION:
PROJECT NO.:
15-564
DRAWN BY:
LKS
CHECKED BY:
BHM
APPROVED BY:
BHM
SCALE:
GRAPHIC
DATE:
9/24/15
DESCRIPTION:
GRADING,
DRAINAGE,
EROSION
CONTROL
AND STORMWATER
MANAGEMENT PLAN
SHEET NO:
ST1
1 of 2