HomeMy WebLinkAbout13323 CARLINGFORD LN . SANITARY SERVICE INVERT ELEVATION N
PER CITY ENGINEERING DEPARTMENT = 960.01 ADDRESS: 13323 CARLINGFORD LANE N .
c ^ Q
Lot 6, Block 2, GLENDALOUGH .. v f
PROPERTY DESCRIPTION: ® � Z
N
m
a. .... "' b
4TH ADDITION, Dakota County, Minnesot m
Y ■
m m
CIE z
We hereby certify that this is a true and correct survey of the above z
described property and that it was performed by me or under my CO o •
EXISTING direct supervision and that I am a duly Licensed Surveyor under the cn cc m
/HOUSE A _ laws of the State of Minnesota. That this survey does not purport to E
L_u-I C) show all improvements, easements or encroachments, to the property t
\ i A i• A n IT 3o I except as shown thereon. N
v ��I v I Signed this 13th day of Februar , 2012. James R. Hill, Inc.,a// ie r or /
C-- ----k* ' I
coca ° r� n W y'
145.00 N 8� 3 39 E _ Z
co
ill in
`� [963.2]. [964.4], 965.5 970.6 [973,2] �' x Harold C. Peterson, Minnesota L.S. No 12294
fl ,n ' -x(965.2 `(973.2) lin�n N I 04 z
I ,. 4. viX 24.54.0 , 0 10 1 _ 5;
to _. o 0. - 24.0 / *'
�` u /� u - r _N\ \� Q �r a Go Q Q
r^ `' 0 Notes:-- �q VrJ 19.5 • \��\ n 'o - n-
w a
z
0 i Q in rK5 ( CVn 3 .,x0. ,- 1..1..E ® c's
N O °' o �'\°' �a; ° N o Oo; N N I 1. No specific soils investigation has been N a
- 0 7o =�0_ ^ cl o ,^- 8.2q v� O ) . a completed on this lot by James R. Hill, Inc. A Denotes set spike Y°
N w �" ~ �" "'\=o L - 2 0 o N The suitability of soils to support the specific O Denotes set iron monument ®; .z
I /1T ° o rn O ii, . z ° house proposed is not the responsibility of ® Denotes found iron monument V _P
a0 O .� z -� �, I O P P P Y
L_'../ I t O w►- 2 5 Q cn A Denotes found spike �°o
X O James R. Hill, Inc. or the surveyor. °
O ( <Z -� ° ��� x[927.6] Denotes as-built elevation o °
Z z o w N ea.0 1'6 0 ;' Z 2. No specific title search for existence or non- 930.0 Denotes proposed elevation rZ° -'_
in ec a ''� 0 \ o I I z existence of recorded or un-recorded easements ---- Denotes rear of building pad V
,� °w N d \ 41.5, M 1 has been conducted by the surveyor as a part Denotes proposed drainage
1 x 10 ( ;`,\ u o� . /^ of this survey. Only easements per the recorded tc Denotes top of curb DRAWN BY CK
In f (962.9),; _..._(970.6)$-._ E.B. i plat are shown.
PLM
m DATE
[960.5].. [962.01.. [963.1] [968.4] [970.6 JA � ci
145.00 N89°38'39" 971.3 . TTV.V� o °' 2/13/12
r, , °; u 974.64 _TNH-Lots 5 & 6, Block 2 REVISIONS
u U Bench Mark:
C co M 5/24/12 Re-stake
... 6/4 2 Foundation
o rn u I Proposed Garage Floor Front= 974.0
II 4 30 Existing Garage Top of Block= 974. Proposed Garage Top of Block= 974.4 as-built
12/12 As-built
l- - ON -I
Existing House Top of Block= 974.4 Proposed House Top of Block= 974.4 final grade
_� p II = I r-\7- -7 M Existing Lowest Floor= 966.4 Proposed Lowest Floor= 966.4
J
2
I W.S
111 I
° \
(5-)\(1) Reviewed: El LOT 6 = 11,745 SQ. FT.
w Reviewed as noted; HSE/GAR = 2,327 SQ. FT.
r l\' '\`a' 0 PORCH = 76 SQ. FT. CAD FILE
V \ Resttbmit: DRIVEWAY = 737 SQ. FT. ot2012/321015.dwq
1� 0 Total Impervious = 3,140 SQ. FT. PROJECT NO.
Bearings are on assumed datum 321015
Scale: 1=30' B3:___._(K oe- OR 26.7% OF LOT AREA ALE NO
( __ /¢
q- -2.0 DRAWER
SHEET 1 OF 1