HomeMy WebLinkAbout0702824420045-10132014LOT COVERAGE
HOUSE/CONC./SHED = 1,988 SQ. FT.
PERCENT IMPERVIOUS = 14.9%
1�
Lv
BLOCK
106.7
119.4
SHED SOUTH LINE OF -
N 2/3 OF LOT 3
EXISTING CONDITIONS
I /1 -T-
S
S 89°49'12" E
200.03
20.1 '
GARAGE 6 CONCRETE DRIVE
Ll G.F.=878.34
b` 4.4 8.0
L
2>�
` DECK
HOUSE
Ln
4' c
M.F.=879.38 N p
L.F.=870.3 '=f;
A.C. CHIMNEY, Cfl
UNIT
4.8 14.8 51-.4-1 Fi
14.5oo
°°
C14 TOP OF WINDOW
`n WELL=876.04
u•.
200.19,
N 89° „
EXISTING
SOUTH LINE OF LOT 3, BLOCK 2 HOUSE
TOP FND.=878.8
,
G.F.=878.3
LOT COVERAGE
HOUSE/CONC./SHED = 2,899 SQ. FT.
PERCENT IMPERVIOUS = 21.7% /
[SHED]
r\ -7-
S
S 89°49'12" E
200.03 i
INSTALL
SILT FENCE
0 /01
BLOCK 2
(ra-
0
DOOR SILL=878.00
SOUTH LINE OF
N 2/3 OF LOT 37
A, I
108.0
200.19
N 89° "
V
SOUTH LINE OF LOT 3, BLOCK 2
SCALE IN FEET
0 20 40 60
10 30
0 - DENOTES IRON MONUMENT
BEARINGS ARE ASSUMED DATUM
W
Z)
Z
W
LEGEND6.
W
WATER MAIN LINE
CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO
STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM.
S
SANITARY SEWER LINE
OCT
13 2014
ST
STORM SEWER LINE
E TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY
HYD.
FIRE HYDRANT
HOLDING CELL WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED, IT MUST BE
C.B.
CATCH BASIN
0 952-826-0371
W.V.
WATER VALVE
PROPERTY ADDRESS:
M.H.
MANHOLE
WATER AND EROSION CONTROL PLAN
I hereby
certify that this is a correct
4206 Crocker
Avenue
Hennepin
EXISTING CONTOUR LINE
And that
this survey and certificate was prepared by me or under my direct JACOBSON
supervision and that I am a duly licensed Land Surveyor and Professional ENGINEERS 8c SURVEYORS
Engineer
Edina, MN
55416
876
PROPOSED CONTOUR LINE
878.0
PROPOSED ELEVATION
- - - SILT FENCE
NOTES:
1. BENCHMARK - TOP NUT HYDRANT AT THE SW CORNER OF CROCKER & 42ND STREET W.
ELEVATION = 878.10
2. LOT AREA = 13,324 SQ. FT�
03. ALL GRADING/CONSTRUCTION ACTIVITY WILL BE COMPLETED PER PLAN.
/4. INSTALL SILT FENCE PRIOR TO EXCAVATION AS SHOWN.
,--5. CONSTRUCTION ENTRANCE SHALL BE USED OVER EXISTING CONCRETE DRIVE.
,®6. RE -VEGETATE SITE WITHIN 48 HOURS OF FINAL GRADING.
7. REPLACE AND REPAIR DISTURBED CONCRETE CURB AND GUTTER AND BITUMINOUS AREAS PER
CITY OF EDINA STANDARDS AND SPECIFICATIONS. STANDARDS ARE LOCATED WITHIN THE CURB
CUT PERMIT APPLICATION.
!18. INLET PROTECTION SHALL BE PLACED ON ALL EXISTING CATCH BASIN INLETS DOWNSTREAM OF
THE SITE WITHIN ONE BLOCK, OR AS DIRECTED BY THE CITY.
,,,3. BUILDER OR CONTRACTOR TO VERIFY ALL PROPOSED GRADES AND GRADE THE LOT SO THAT
THE SURFACE WATER WILL NOT POND OR CREATE DRAINAGE PROBLEMS FOR THIS LOT OR
INSTALL SILT FENCE W ADJOINING LOTS.
ALONG PROPERTY LINE
/ISO. INSTALL SIDE YARD SWALES TO PROMOTE INFILTRATION AND DECREASE PEAK RUNOFF.
...=77 _____ � �1. ARROWS DENOTE DIRECTION OF SURFACE WATER RUNOFF.
.-- W
12. TEMPORARY SOIL STOCKPILES AND CONCRETE WASH OUT MUST HAVE EFFECTIVE SEDIMENT
i 1 CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE
SYSTEMS.
00 I � REPAIR CONC. X13. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL EROSION
CURB AND GUTTER
HOUSE AND SEDIMENTATION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS
ADDITION M.F.=879.38 �, NECESSARY TO CONTROL EROSION AND SEDIMENTATION. EROSION CONTROL SHALL COMMENCE
Cfl USE EXISTING DRIVE
L.F.=870.3 WITH THE SITE GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE
PROPOSED o
GARAGE N
G.F.=878.00
CHIMNEY. / LO (o l , AS CONSTRUCTION WORK BY THE OWNER. SILT FENCES SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF
00
13.7 1 51 C0 l° ENTRANCE IS ESTABLISHED.
PROPOSED 14. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC,
DRIVE �' W FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF
00
Ic' 48%� PROPERLY AND MUST COMPLY WITH MINNESOTA POLLUTION CONTROL AGENCY (MPGA) DISPOSAL
REQUIREMENTS.
e15. ALL HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY
M 4NSTALL SILT \FENCE -
AL -Q G PROPERTY LINE
EXISTING
HOUSE
TOP FND.=878.8
G.F. = 878.3
,
PROPOSED ADDITION
SILT FENCE DETAIL
NOT TO SCALE
PROPEX "SILT STOP" FABRIC
OR EQUAL AND WIRE BACKED
(OPTIONAL) AND FASTENED TO
Rl_�POSTS
4' WOOD / STEEL -
FENCE POSTS 04' O.C.
EXISTING GRADE
BURY BOTTOM 6" OF
o i FABRIC
'2E
PROPOSED EMBANKMENT
Y>
CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO
STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM.
I RB CUT/DRIVEW
ATERING OR PUMPED DISCHARGES RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY
ENTRANCEA
E TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY
PERMIT REHIRED
HOLDING CELL WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED, IT MUST BE
W�NTACT ENGINE
RING DEPT.TRE ATE WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY
0 952-826-0371
AFI
AF ECT THE RECEIVING WATER, DOWNSTREAM LANDOWNERS OR WETLANDS.
0 Q
CERTIFICATE OF SURVEY/GRADING, STORM
WATER AND EROSION CONTROL PLAN
I hereby
certify that this is a correct
representation of a survey of: PREPARED FOR: Peggy Porter
The North 2/3 of Lot 3, Block 2, CROCKER & CROWELL'S FIRST ADDITION, 4206 Crocker Avenue
Hennepin
County, Minnesota, according to the recorded plat thereof. Edina, MN 55416
And that
this survey and certificate was prepared by me or under my direct JACOBSON
supervision and that I am a duly licensed Land Surveyor and Professional ENGINEERS 8c SURVEYORS
Engineer
under the laws of the State
of Minnesota.
Ph-Eg'all,
W%00�
Grant D. Jacobson, ON License No. 23189
Dated this 16th Day of June, 2014
Revised this 7th Day of July, 2014
16QmIT -413413
420(l Of6ezer Ae.
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