HomeMy WebLinkAbout3011721440001-05292015—for,
DOUGLAS SCHROEDER
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Condition of Demolition/Moving
4' construction fencing shall enclose existing basement
perimeter and excavations with slopes steeper than 1:1. Attach
fencing to minimum 5' posts buried l' and spaced at maximum
10' on center.
Enclose stockpiled soils with properly installed silt fencing.
Property must be restored within thirty (30) days of building
demolition/move — utilities abandoned at the property line with a
permit, foundation demolished with a separate permit, debris
removed, demolition excavation filled to match adjacent grade
and seed or sod placed and maintained at disturbed areas OR a
permit must be issued for a new structure within thirty (30) days
of the building de.mnlitinnimnve
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firm property may be
nor to demolition
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urance of permitted future uses
molition permit provides no
LOT 1
EXISTING BUILDING COVERAGE
HOUSE 1,677 SQ. FL
SHED 85 SQ.FT.
TOTAL EXISTING HARDCOVER 1,762 SQ.FT.
TOTAL LOT AREA 79,036 SQ. FT.
EXISTING HARDCOVER 22
EXISTING HARDCOVER
EXISTING BUILDING
BITUMINOUS DRIVEWAY
SHED
CONCRETE SURFACES
TOTAL LOT AREA
EXISTING HARDCOVER
1,677 SQ. FT_
1,.679 SQ._ FT.
85 SQ.FT.
838 SQ.FT.
79,036 SQ. FT.
5.4 %
DENOTES CHAINLINK FENCE
F DENOTES WETLAND FLAGS
DENOTES SOIL BORING LOCATIONS
rj.W5PA ENGINEERING DESIGN & SURVEYING P.k.A
LEGEND
• DENOTES
DENOTES
0 DENOTES
it DENOTES
999,9—DENOTES
6480 Wayzata Blvd. Minneapnfis, MN 55426
JUDICIAL LANDMARKS
BOUNDARY LINE
DECIDUOUS TREE
CONIFEROUS TREE
EXISTING CONTOUR LINE
HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION.
AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA.
1 . .
JOB NAME: DOUGLAS SCHROEDER
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NOTES
1. EXISTING TOPOGRAPHY AND BOL
ADVANCE SURVEYING & ENGINEER!!
CLAIMS NO RESPONSIBILITY FOR T1-
PROVIDED TO US.
2. THE BASIS OF THE BEARING SYSTL
3. NO TITLE INFORMATION WAS PROVIDE
SURVEY DOES NOT PURPORT TO SHO
4. EXISTING UTILITIES AND SERVICES SI
LOCATED EITHER PHYSICALLY ON THE
OR FROM EXISTING RECORDS MADE A
RESIDENT TESTIMONY_ OTHER UTILITIf
PRESENT. VERIFICATION AND LOCATIC
SHOULD BE OBTAIN FROM THE OWNEf
CONTACTING GOPHER STATE ONE CAL
ANY DESIGN, PLANNING OR EXCAVATII
DiNO iP/i.Ma
e ;2o2.3t L'5'tc:/;frt. 412:0071
NO.
FIELD WORK DATE: 5/29/2015
Detail of SW corner of property.
40*
"4"exind
REFERENCE BENCHMARK
ELEVATKYN = 960.33, TOP NUT OF HYDRANT
AT NW CORNER OF LOT 19 , CITY OF EDINA
DATUM
LEGAL DESCRIPTION
LOT 19, AUDITOR'S SUBDIVISION NO. 325,
HENNEPIN COUNTY, MINNESOTA.
FOUR CORNERS OF ABOVE LOT HAVE BEEN
MARKED BY JUDICIAL LANDMARKS.
--6.53.09--
S 8700'04" w
SCOPE OF WORK
SHOWING THE LENGTH AND DIRECTION OF BOUNDARY LINES OF THE ABOVE
LEGAL DESCRIPTION. THE SCOPE OF OUR SERVICES DOES NOT INCLUDE
DETERMINING WHAT YOU OWN, WHICH IS A LEGAL MATTER_ PLEASE CHECK THE
LEGAL DESCRIPTION WITH YOUR RECORDS OR CONSULT WITH COMPETENT
LEGAL COUNSEL, IF NECESSARY, TO MAKE SURE THAT IT IS CORRECT, AND
THAT ANY MATTERS OF RECORD, SUCH AS EASEMENTS, THAT YOU WISH SHOWN
ON THE SURVEY. -HAVE BEEN SHOWN.
2. SHOWING THE LOCATION OF EXISTING IMPROVEMENTS WE DEEMED
IMPORTANT.
3. SETTING NEW MONUMENTS OR VERIFYING OLD MONUMENTS TO MARK THE
CORNERS OF THE PROPERTY.
4. SHOWING ELEVATIONS AND CONTOURS TO SHOW THE TOPOGRAPHY OF THE
SITE.
5. WHILE WE SHOW PROPOSED IMPROVEMENTS TO YOUR PROPERTY, WE NOT
AS FAMILIAR WITH YOUR PLANS AS YOU.ARE NOR-ARE WE AS FAMILIAR WITH
THE REQUIREMENTS OF GOVERNMENTAL AGENCIES AS THEIR EMPLOYEES ARE.
WE SUGGEST THAT YOU REVIEW THE SURVEY TO CONFORM THAT THE
PROPOSALS ARE WHATYOU INTEND AND SUBMITTHESURVEY TO SUCH
GOVERNMENTAL AGENCIES.AS. MAY HAVE.JURISDICTION OVER YOUR PROJECT
TO GAIN THEIR APPROVALS IF YOU CAN.
6. SHOWING AND TABULATING HARD COVER AND AREA OF THE LOT FOR YOUR
REVIEW AND FOR THE REVIEW OF SUCH GOVERNMENTAL AGENCIES AS MAY
HAVE JURISDICTION OVER HARD COVER REQUIREMENTS.
0.
DRAWN BY:
Wel or w
post or slaitti
Direction of
runoff Bow
Hatutal soil I
Wire rae$h minrolve
(oplionat) Ertgineeling Fabric
6 inch minimum
SILT FENCE MUST BI
INSTALLED PRIOR T(
DISTURBING
VEGETATION
• ." :
Inch'
Fabric anchorage
(remit loackflii wian
tamped natural soip
Note: Depending upon contiguratIon„ attach 1alle4 to wire mph
hog dogs., steel posts with.fie %vitas, or wood poste with staples.
Figure 6.3-2: Typlioa.T irstterittren for allt tenet
Residential
Temporary Rock Construction Entrance/E)
6" minimum thickness
s‘+' _.../.g.oa
1 NV to 3" washed rock
-16' Initial length -To front yard setback
fine after backfill
Non-woven geotextile drainage 12' mink."
fabric under /4-"
Failure to install the Construction Entrance
before disturbing the site soils and/or failure
maintain the Construction Entrance will resul
Enforcement action by the City.