HomeMy WebLinkAbout1902824430037-07162013Denotes tree _ Diyvvall
_Masoniy Fireplace
Final
-7 Scale: 1" = 20' CALL FOR NSPECflONS (F.D 057 826 037
with PERMIT NU i'vlBEk and ADDRESS
DM@
Garage
886.6
House elevations (Proposed) / As-built
Lowest Floor Elevation :(879.9)
Top Of Foundation Elev. :(888.6)
Garage Slab Elev. @ Door (888.2)
#
General Notes:
1. Grading plan by n/a last dated n/a was used to determine proposed
elevations shown herein.
2. This survey does not purport to show improvements or
encroachments, except as shown, as surveyed by me or under my
direct supervision.
3. Proposed building dimensions shown are for horizontal location of
structures on the lot only. Contact builder prior to construction for
approved construction plans.
4. No specific soils investigation has been performed on this lot by the
surveyor. The suitability of soils to support the specific house proposed
is not the responsibility of the surveyor.
5. This certificate does not purport to show easements other than
those shown on the recorded plat.
6. Bearings shown are based on an assumed datum.
X 8
666
X 886.3
886.4
Figure 6.34; Typical' InelaTTolion for alit lance
Residential
Temporary Rock Construction Entrance/Exit
cri t13V
10.00
85.9
- lz minimum Non-woven geotextZductrdge
Failure to install the Construction Entrance
before disturbing the site soils and/or failure to
maintain the Construction Entrance will result in
Enforcement action by the City.
Existing
/ House
X 586-8
886.
Construction Notes:
1. Install rock construction entrance.
2. Install silt fence as needed for erosion control.
3. Sidewalks shall drain away from house a minimum of 1.0%.
4. Contractor must verify driveway design.
5. Contractor must verify service elevation prior to construction.
6. Add or remove foundation ledge as required.
Denotes proposed retain'ng wall designed and built by others.
O Denotes found iron • ..,F). 7---'72ncca and Construction En, ce ; .:
000.00 Denotes existing elevallogFC.;:itIng 1,..."
- in.ri .-.,tion liVc,IIReinforcing 000.00 ) Denotes proposed elevatiotrr,!
------ Denotes drainage flOW--dli.e:ation-- .' ---. ' --
• Denotes spike ,..---- i-Gundadon i-)re-backfill
-AD-- Denotes utility pole_ Framing orid :Sheathing__
IN II MI UEl
887.3
887.4 856.9
- 38.7
.2, -?.• .
- •
886.0.••••
132.40 Pi
5/90/CIA/6 A-440
(.04/01Kiic•rt OAI efrA/
X 666.7 X 887.0
886.7
886.5
46.00
886
Existing
House
665.2
886.5 •
886.4
887.48 ° 1st*
886.1
NOW Depending upon configuration, atioth fabric AD wire mesh with
hog Wigs, steel posts with tie wires, Of wood posts with staples_
884.9
86.84 :Berl ciitriark:-,,
I•sievatiqh
•
886.2
/
10 • •11. • "" --- - SAN- ----
-8666- -X-886.4
CO
CO
\< 886.0
X V
- 01
▪
6.1- 34.7 -
- - 34.6 T
886.6 Benchmark:
top of spike
elevation =886.68
E
1
911. VIA;1 u L-J3
\
885.4
!11_1o\fi,
-15' Initial length
-To front yard setback
Inn after backfill
866.5 13865
X 886.5
886.2
886.5 886.
886.6 X 886.6
886.7 856.6
§88.20 istfir.
ihr
Conditions of Demolition/Moving
%( 4' construction fencing shall enclose existing basement perimeter and
ixcavations with slopes steeper than 1:1. Attach fencing to minimum
5' posts buried l' and spaced at a 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 demolition/move.
Denotes fence (wood........
Denotes fence (chaahlnsulation
Denotes underground gas !loath
- - - SILT FtNCiN3 IS
ECE‘ UTIP, FD 4
Lot area = 6620 SF
Proposed House area =1845 SF
Proposed Porch area = 146 SF
Impervious Coverage = 30.0 %
wire mesh reinforcement
(optional) Engineering labdc
Melei or w
post or slake
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
Fabric anchorage
french becidlli with
tamped nalural soil Direction of
runoff now
.4 • • . • • .-
Inch minimum
. • •
• -
6 inch minimum
Natural soil
d/F04-o ovz-x- I ,
60 2 Kr:"°6 t
We hereby certify to Brandi Anderson Homes Inc that t is survey,
# /22 727/ i I CI* 0)S.R1.43. 0037
X 885.6
plan or report was repared by me or under my direct supervision
and that I am a duly licensed Land Surveyor under the laws of
the State of Minnesota, dated 05/28/13.
4.7 - -----
•
.2 •
865.3
V minimum thickness
112. to a" washed rock
a. oc
Signed:
BY:
400A,/,
, /11911Wk-
4/t
C1/4, t) -7(2/,?
44/4
Pi neer- nginee_ring, P.A.
Peter J. Howkinson, Professional Land Surveyor
Miinesota License No. 42299
email-phawkinson@pioneereng.corn
Confirm property may be redeveloped
prior to demolition. A demolition permit
provides no assurance of permitted future
uses
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