HomeMy WebLinkAboutHills of Braemar Grading PlanN'N' County
1nnesota
SINGLE ATI
LOT AND SINGLE FAMILY ASSOpON
7 FULL BASEMENT GENERAL GRADING NOTES:
TYPICAL LOT PAD DENOTES THAT THE LOT
IS FLAT AND CAN ACCOMMODATE A FULL i.) UNDERLYING TOPOGRAPHY FROM INFORMATION
F BASEMENT. FIELD SHOTS BY HEDLUND ENGINEERING.
\9a7.7 OLDDOWNS ARE FIGURED
. FROM THIS EI.EVAnON
PER PLANPER PLAN VARIABLE 2} EXISTING UTILITY LOCATIONS AS -PER
`-', ✓ % ,.
—i— PLANS PROVIDED BY THE CITY OF EDINA
/TT AND FIELD SHOTS BY HEDLUND ENGINEERING.
_ 1 I i
IN ' L.- vI r r QU. NISNED
ON T
x87 of -�-= - -� 3,) DISTURBED AREA IS 14,840 SQ.FT.
CpP0r C „ ` , GENERALEROSION' CONTROL' NOTES.
/-GL
r;OErADD _W) MORE THAN TOS,
PAD SUBGRADE EROSION CONTROL MAINTENANCE PROGRAM:
1. INSPECT CONSTRUCTION SITE ONCE EVERY 7 DAYS AND WITHIN 24 HOURS OF A
\- v'' '. ....' ...... ..:...... .. ...... / .. / SINGLE: FAMILY LOT AND STNOLE FAMILY ASSOCIkT x }
ss
.. .. I .. j� FULL BASEMENT .��Ia'
' � 'J' � � RAINFALL EVENT OF MORE THAN INCHES IN 24 HOUR PERIOD.
S
TYPIcu Lor PAD DENOTES WAS 2.) ;SEDIMENT' DEPOSITS SHOULD BE: REMOVED AFTER EACH "STORM EVENT. THEY
J .. / ' / ✓ L/O DESIGNED FOR A FULL. . V "7H
f / Loorcour ri+NDows MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE
OLODOWNS ARE Fl E�° HEIGHT OF THE BARRIER. '
0 947.7 FROM THIS FSEY
7 \ / 3.) SILT FENCE FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR
PER PLAN PER P VARIABLE BECOMES' INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY.
4.) ALL SOILS TRACKED ONTO PAVEMENT SHALL BE REMOVED DAILY.
Q
- A ` - 5.) ANY SEDIMENT REMAINING` IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS
/1 ` \' - 1 NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING
bide4 j, , I �:;.871.2 1 SEED GRADE, PREPARED AND SEEDED WITH THE APPROPRIATE SEED MIX.
. 6.) IN THOSE AREAS 'WHERE WOOD FIBER BLANKET OR OTHER SLOPE, STABILIZATION
Ob.:.
METHOD HAS FAILED, THE SLOPE SHALL BE REESTABLISHED, SEED AND TOPSOIL'r
. '; . g66 / REPLACED, AND ADDITIONAL SLOPE TREATMENT INSTALLED.
A
`' :...' ` .? / ✓� �.�,,
p � pw HOLD powN 7) SILT FENCES SHALL REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE,
-/� {Sy9GRADE) ADH No MORE THAN BUT NOT BEFORE' THE UPWARD SLOPE AREA HAS rBEEN PERMANENTLY
f -� "` 8 70PSgL TO PAD MORE THA
' 5�� FEN• / G� F'! s STABILIZED. REMOVAL IS REQUIRED WITH ALL 'TEMPORARY 'EROSION CONTROL
a A; a DPP a . 66 . \ /: ) FULL BASEMENT WALKOUT FACILITIES (SEDIMENT FILTERS,' HAY BALES, ETC.) ONCE SITE IS PERMANENTLY
;gyp; ' f1 a' STABILIZED BY THE BUILDER.
`( AS
w/o DESIGNEDCAL FOR A FULL BASEMENT WALKOUT. 8. ALL PERMANENT SEDIMENTATION BASINS US RESTORED
/ f oR ) MUST TO THEIR DESIGN
=872 1 tg $ e I 1/ �U / O OYMS ARE FIGURED CONDITION IMMEDIATELY FOLLOWING PERMANENT STABILIZATION OF THE SITE:
._ / \/ / 0 a47.7 : FROM THIS ELEVATION
871.5
862.1 �cTa$s.4 ,
62 in Ir ... ..•.. PER PLAN PER PLAN VARIABLE
DROP•2' .. - LEGEND:
Btw 4' 24
' $83.8.'.$ Q •' s O� �.._. _....
88 be bR en $83.9
r, n -r r i n r, r, i —1— r f� 'r �� EXISTING PROPOSED
sine Pf,Ra g.. Xgn : bo tilt TS I F. -1 1 t i I 1 i 1 1 11 I ICI
-868.1 \� r r r L 4. I r r ., r xl b
=867.5 r.o.F. ' BEEHIVE
=858.1 cFa889 4'� ri " rl '� a ElwsNm
8e3;t. b `RA°E IO CATCH BASIN
DROP 2' be bl . FLARED END
EP BLDG 2' - p
8 q - (S�IBGR�E)'ADO D NO MORE THAN �. N GATE VALE
GF>a$83,k 8 OF TOPSOIL TO PAD SUBGRADE
E=866.1. $8 DROP 2. `. u $eae' ".,.,.,_ _ -b- -4-• HYDRANT
O. •
MANHOLES -
v
_REDUCER
y�
V
STREET LIGHT
EXISTING UNDERGROUND GASLINE
CABLE TV PEDESTAL-
ELECTIRC TRANSFORMER
o
POWER POLE
-a-
SIGN
za
TELEPHONE PEDESTAL
o v
EXISTING CONTOUR '
NT X = 920.8
EXISTING GRADE ELEVATION
EXISTING TREE UNE
061033
BE
11
W >N li to
Lo
dU-) j
a
0
�z U')
Z0. �
yI z S.� U')x
1 Q ACV U13 n1 Lai
EXISTING TREE I 8
EXISTING RETAINING WALL, -
EXISTING BUILDING ,
—SS SS— EXISTING SANITARY' SEWER
_WMA—WM_ EXISTING WATERMAIN' 3
-ST }--S; -- EXISTING STORM SEWER Mtr
—x x--- EXISTING FENCE REM;
--UE UE— EXISTING UNDERGROUND ELECTRIC U6 Q 9' 2(
-OE
EXISTING OVERHEAD ELECTRIC
y�
V
LO
EXISTING UNDERGROUND GASLINE
UT---
EXISTING UNDERGROUND TELEPHONE
_0
c
° °?
p
-0
o v
z
`
PROPOSED CONTOUR
P'
o
PROPOSED CONTOUR BY OTHERS
a�
z
CON
`L
PROPOSED SANITARY SEWER
PROPOSED WATERMAIN
C
Q+
G'C9
0
-I
w 0,
-«
o.>+y o Com.
N Eo
W#######
G 4_ 2 G
j
C
40d c
O
'-0 8
PROPOSED GRADE
�t"y
DO
RETAINING WALL
o'
0 E -J
E
-
o
v"
Toy
w•.
roQC
C
a
O
0 0 0 �....._-^�
rs
N
w
w
w
w
,`
V)
nom.
,t-. :•y
r x ;rf •'4ilZi, tii. ,} M
W >N li to
Lo
dU-) j
a
0
�z U')
Z0. �
yI z S.� U')x
1 Q ACV U13 n1 Lai
EXISTING TREE I 8
EXISTING RETAINING WALL, -
EXISTING BUILDING ,
—SS SS— EXISTING SANITARY' SEWER
_WMA—WM_ EXISTING WATERMAIN' 3
-ST }--S; -- EXISTING STORM SEWER Mtr
—x x--- EXISTING FENCE REM;
--UE UE— EXISTING UNDERGROUND ELECTRIC U6 Q 9' 2(
-OE
EXISTING OVERHEAD ELECTRIC
--••-•UG-
EXISTING UNDERGROUND GASLINE
UT---
EXISTING UNDERGROUND TELEPHONE
-0
EXISTING OVERHEAD TELEPHONE
`
PROPOSED CONTOUR
PROPOSED CONTOUR BY OTHERS
PROPOSED SANITARY SEWER
PROPOSED WATERMAIN
Q+
G'C9
-I
-«
PROPOSED STORM SEWER
L
W#######
EROSION CONTROL BARRIER
N
'-0 8
PROPOSED GRADE
�t"y
DO
RETAINING WALL
o'
F
0
w
w
w
w
,`
V)
nom.
,t-. :•y
r x ;rf •'4ilZi, tii. ,} M
DRAWN
C
.gbh
SHU
0
30 60 90
gbh
0
PATE
Scale 1" = 30' 08/09/06