HomeMy WebLinkAbout13393 CARLINGFORD LNSift Fence
M O
NO SPOIL PILES Mo
IN RIGHT -OF -WAY co
f/)
CARLINGFORD LANE
TC 962.1
PROPOSED' SIDEWAi1t.
962.70 u_
TN
'1(966.9
m ea
BENCH MARK
TOP OF SPIKE l n
ELEV. =962.0
CUT =245 TO TOP n
OF LOWEST FLOOR a+ o i
953.6
Ib
oi
0
0
F
EROSION CONTROL:
MUST BE IN PLACE
BEFORE FOOTINGS
PASS INSPECTION
(953.5)
Install rock
Construction Entrance
NO0 °21'21 "W
)Em 965:8
75.00
(965.5)
963.L
&0/4 20.0
R OPOSEDkARAGE
m HW6 €1// m
959.1
x
(965.6)
2 A965.6
i
O
in
LOT 2
¥958.6
REAR OF BLDG PAD
PER GRADING PLAN
a
0
965.
BENCH MARK
TOP OF SPIKE
ELEV.- 964.57
CUT= 4.97 TO TOP
i O OF LOWEST FLOOR
,y m
959.2 36102
3 0°3 (959.1)
rr; F7
F C)
51 „,z,DRAINAGE U11LITY 5
L_ EASEMENT PER PLAT
o
954.9 I t- '9 ,6
75.00 /r
N00°21'21"W W
INSTALL FORD A-1 METER BOX
COVER OVER CURB u0.� :IN DRIVEWAY
r '955.3)
22 Foot Maximum Driveway Width Per
City Leann i Ordinance
13393 CARLINGFORD LANE
CERTIFICATE OF SURVEY
PROPERTY DESCRIPTION• Lot 2, Block 2, EVERMOOR
GLENDALOUGH 7TH ADDITION, Dakota County, Minnesota.
We hereby certify that this is a true and correct survey of the above
described property and that it was performed by me or under my
direct supervision and that 1 am a duly Licensed Surveyor under the
laws of the State of Minnesota. That this survey does not purport to
show all improvements, easements or encroachments, to the property
except as shown thereon.
Signed this 'RD day of &v u.o_c y 2008. James R. Hill, Inc.,
Reviewed for Compliance
1. Building dimensions shown are for
horizontal vertical placement of structure
only. See architectural plans for building
foundation dimensions.
2. No specific soils investigation has been
completed on this lot by James R. Hill, Inc.
The suitability of soils to support the specific
house proposed is not the responsibility of
James R. Hill, Inc. or the surveyor.
3. No specific title search for existence or non-
existence of recorded or un- recorded eosements
has been conducted by the surveyor as a port
of this survey. Only easements per the recorded
plat are shown.
4. Proposed grades shown were token from
the grading /or development plan prepared by
WESTWOOD PROFESSIONAL SERVICES, INC.
LOT 1 11,250 5Q. FT.
HSE /GAR 1,555 SQ. FT.
DRIVEWAY 410 5Q. FT.
PORCH 112 SOFT.
TOTAL IMPERVIOUS .ID Z SQ. FT.
OF LOT AR A46%
For
LENNAR
By.
Notes:
A
O
TC
V6hn L. Benner, Minnesota LS. No. 26708
x927.6
(930.0)
Denotes set spike
Denotes set von monument
Denotes found iron monument
Denotes existing elevation
Denotes proposed elevation
Denotes rear of building pad
Denotes proposed drainage
Denotes top of curb
Bench Mark 967 TNH LOTS 5 6 BLOCK 2
Proposed Garage Floor=
Proposed Garage Top of Block=
Proposed House Top of Block=
Proposed Lowest Floor=
P PLANNING DEP RTM2; REVIEW
L/4141 4 614 6E ter. v5.a91iYuk.IE tiLVi
Bearings are on assumed datum
Scale: I'=30'
SAN. SERVICE INVERT
ELEV.= 953.30
965.8
966.2
967.6
959.6
DRAWN BY
RWD
DATE
12/18/07
REVISIONS
BOOK/PAGE
NONE
CONTROL NO.
NONE
CAD FILE
271106
PROJECT NO.
271106
FILE NO.
DRAWER
SHEET 1 OF 1