GENERAL NOTES SEE SHEET C0.01 FOR SITE PLAN AND GRADING NOTES.
2.
UTILITIES SERVING THE EXISTING BUILDING WILL BE REMOVED FROM WITHIN THE PROPOSED BUILDING FOOTPRINT, REROUTED WHERE NEEDED, AND CONNECT TO THE NEW BUILDING UTILITIES.
3.
INSTALL EROSION CONTROL BLANKET ON ALL SLOPES 4H:1V OR STEEPER, SEE 4/C5.01.
4.
701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029
BW DESIGNATES FINISH GRADE AT FACE OF WALL.
|
R
R
E-B UR
BU
S GA
BU
E-
E-BUR
E-
1.
> E-B UR
R
E-BUR
E-BU
R
BU E-
>
E-B
GA
E-B
E-BUR
MATCH EXISTING
CONSTRUCTION LIMITS
>
UR
S
UR E-B
|
LEGEND
UR
E-BUR
UR
B E-
>
E-B
UR
UR
|
S GA
E-B U
|
PROPOSED MAJOR CONTOUR (5' INTERVAL) PROPOSED MINOR CONTOUR (1' INTERVAL)
CLIENT:
SPOT ELEVATION
CITY OF WOODBURY
|
E-BU
R
E-BUR
1050
E-BUR
BU R
AS
1054.75
|
DRAINAGE ARROW
EBU
R
1%
GA
E-BUR
E-BUR
E-BUR
1053.85
BU R
>
E-
GA S
E-BUR
E-BUR
G
R BU E-
2%
|
S
EP
GA
S
GA
MATCH EXISTING BU EBU
105 4
G
R
R
S
1055.90
E-BUR E-BUR
BU E-
E-B
UR
1049.60
E-
2%
1056.00
UR
E-BUR
E-B
E-BUR
E-BUR
NO
DATE
REVISION
E-BUR
>
|
SLOPE SUBGRADE OF REINFORCED GRAVEL CATCHMENT AT 1.0% MIN. TO DRAIN TOWARDS OPENING IN TRENCH DRAIN BELOW GRADE, SEE 5/L5.01
1056.50
E-BUR
1056.50
E-BUR
>> >>
1056.50 1056.31
1%
>> |
1.5%
1045.50
1056.65
1044.60
1056.50
1056.46
1044.40
>>
>>
TRENCH DRAIN SEE SHEET C4.01
>
0.53%
>>
E-B
RETAINING WALL, SEE ARCH AND STRUCTURAL
UR
UR
E-B
1056.03
R
U E-B
E-B
2%
>
E-B
UR
> E-B
E-B
>E-B
These Record Drawings have been prepared based on information provided by others. LHB is under no obligation or duty to verify the accuracy and/or completeness of this information and has not done so. LHB shall not be responsible for any errors or omissions that may be incorporated as a result of erroneous information provided by others. Those relying on the Record Drawings are advised to obtain independent verification of their accuracy.
SEGMENTAL BLOCK RETAINING WALL SEE SPEC 323223 AND 5/L5.01
1045.50
1056.50
3 C5.12
1056.23
1056.00
>
RECORD DRAWINGS:
1045.60
E-
E-BUR
E-BUR
1056.00
1056.35BUR
R
4 C5.12
BU
R
BU UR
E-BUR
TW: 1046.00 BW: 1045.60
E-B
|
|
|
E-BUR
ISSUED FOR
E-B R BU
GAS
E-
E-
|
E-BUR
DATE
R U
WV
R
UR
|
NO
TW: 1050.00 BW: 1049.60
B E-
1053.60
R BU E-
BU
E-
1056.50
E-BUR
E-BUR
TW: 1054.00 BW: 1053.60 GAS
BU E-
BU E-
R
4 C5.12
BU
R
R
E-B
>
>>
DD PRICING
E-B UR E-B
UR
R BU
E-
1.5%
E-BUR
WV
05.16.18
E-BUR
E-BUR
E-
1056.00
R
UR
COPYRIGHT 2019 BY LHB, INC. ALL RIGHTS RESERVED.
3 C5.12
PROJECT NAME:
UR
OJIBWAY PARK PHASE I AND II IMPROVEMENTS
1056.35
1056.03
UR
UR
UR
R -BU
E UR
E-B
>
>
EP
D>
MATCH EXISTING
>
UR E-B
R
BU
E-
2695 OJIBWAY DRIVE WOODBURY, MN 55125
UR
B E-
E-BUR
E-BUR E-BUR E-BUR
01
UR
|
R
BU
1056.25
E-B
E-BUR
BID/PERMIT
UR E-B
AS
E-BUR
E-BUR
1056.25
E-BUR
CO
07.12.18
E-
MATCH EXISTING
>
02
UR
G
E-BUR
1056.10
U E-B
E-BUR
PERMIT
E-B
AS
E-BUR
UR
S
R BU E-
1056.16
09.14.18
E-B
GA
1055.60
1056.25
03
UR
E-B
R
BU
E-
>
> UR E-B
UR
E-B
BU
E-
GA
E-BUR
E-BUR
H Y
>
BU R
E-BUR
1055.50
E-
G
D
9%
R BU E-
GA S
1055.90
7.6
EBU
E-BUR
|
E-BUR
5.4
AS
R
0%
1055.99
R
7.69%
5
BU
E-BUR
|
105
E-
AS
2%
E-BUR
1056.19
THIS SQUARE APPEARS 1/2" x 1/2" ON FULL SIZE SHEETS.
53
1055.08
E-
10
AS
G
52
R
104
10
8
9
51
104
10
2%
R
1046
AS
1055.88
7 104
2%
0
G
E-BUR
E-BUR
|
105
E-BUR
E-BUR
|
S
8301 VALLEY CREEK RD WOODBURY, MN 55125
E-BUR
1.8
1044
5%
1055.60
1045
E-BUR
E-BUR
5%
1050.50
>
E-
MATCH EXISTING
>>
D >
AS
G
MATCH EXISTING
EXISTING MINOR CONTOUR (1' INTERVAL) >
S GA
E-BUR
E-BUR
G
UR
B
E-
1056.2± MATCH EX
E-BUR
EXISTING MAJOR CONTOUR (5' INTERVAL)
R
E-BUR
>
S
GA
E-BUR
G AS
E-BUR
MATCH EXISTING
1050
>
E-BUR
E-B
SEE SHEET C3.03 STORMWATER FEATURE GRADING PLAN AND SHEETS L5.03-L5.05 FOR STORMWATER FEATURE DETAILS
>
DRAWING TITLE: >
AREA 1 GRADING ENLARGEMENT PLAN
10'
20'
40'
FILE:
..diathompson/Downloads/assignment7 grading.dwg
DRAWN BY:
LST
CHECKED BY: TNF PROJ. NO: DRAWING NO:
iathom
C3.02