HomeMy WebLinkAbout14138 ABBEYFIELD AVE Address: 14138 ABBEYFIELD AVENUE
SANITARY SERVICE INVERT ELEVATION ri
PER CITY ENGINEERING DEPARTMENT = 936.91 a
PROPERTY DESCRIPTION: Lot 1, Block 2, PRESTWICK PLACE = co2 N
2ND ADDITION, Dakota County, Minnesota. �, Z f
r-Cs D I A (NI.- Al T I A r1r1IT"Innl W IA
I I\C ) I YY Iv f 1 ‘../C._ `t' 111 r1V VI I I\JI N
it 1 We hereby certify that this is a true and correct survey of the above
L..\_./ I " , L.L_\_/v t I ON described property and that it was performed by me or under my ca
\ • direct supervision and that I am a duly Licensed Surveyor under the ..� ri
laws of the State of Minnesota. That this survey does not purport to L
i vWi show all im rovements, easements or encroachments, to the property La ;
\\• 8� except as shown thereon. _ ° `'
� _�o\ M_n T Signed this 7th day of May , 2013. James R HM, inc,a 1' g Z
30 ��0\ mom°' z _
���\ SO II• ®ate
a T
o \� v w �a o By Harold C. Peterson, Minnesota L.S. No. 12294 in co g 145.00 N\89\°32'15"W - °'cci rn �/MISC. VAULT V"rn
it iallo .E [949.8] =([950.2] [946.0]1f [945.7] O 4 .. �n Notes: , ---,
o ,' (950.2) (945.2) o 1',
-
°� T.v..-10.0<, [9506] [94ss] (944.0) ---'� u " k 1. Building dimensions shown ore for
43.0 1 [945.7] 944.5)35----- I 11 Q horizontal & vertical placement of structure
r w rn [ of �•
W� 10 „ < ,• c, 0 �, f'''I a W �' only. See architectural plans for building F la
7.3� X� ,-- - -6' r...a f " = & foundation dimensions. a CO
CI �u 0 °',n �in �� \� F a O '�ed as P►Oied;CJ 2. No specific soils investigation has been = y a,
F 2.0. r o 1 _ 1 O" '- completed on this lot by James R. Hill, Inc. �,
0 J 6.0 °w �x w X�i oo_ a N. c�
a s7 w �,.;• a � N Z The suitabilit of soils to su ort the s ecific 3z E
sall ON O §� a �o v'`o. o' �. 1'I'lit: Y pP P �
LIU 0 I °IL N o_o,0 2.0 ;Z O ° . house proposed is not the responsibility of ®PAS A
�' ..e7 °E\o\ o, a w 0 x O p.„ v James R. Hill, Inc. or the surveyor. 90 cs a_ea.,.0 •
F--25.1-- ^ Mp\a ;-_-I_�co Ii a 17,-,. W 3. No specific title search for existence or non- - m Q g
N a Z 9 -2t,-Zo13
[s44 2] ``, existence of recorded or un-recorded easements c,c,
10 a;=N 39.0\ X x 35 = / has been conducted by the surveyor as a part �3
2 \ I 10.0_x- [950.5] [945.0] A I o�
T e r .- CI 7 of this survey. Only easements per the recorded a _ a 00 E9.�n (947.9) . )((9428) M j +n 942.0 t� t plat are shown. x . cs
u [947.9] [943.3] [942.5] [942.1] / 4 e u y 4. Proposed grades shown were taken from gd
,J° TOB (949.0) '111.145.00 N89°3215 W-� o ° rrl1 '9 the grading &/or development plan prepared by
I rn co \ °�i 4 V� WESTWOOD Professional Services, Inc. F3E2AWP!
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SHP
30 z\o a � Denotes set spike 5/07/13
"- ~ O Denotes set iron monument REVISIONS
I • Denotes found iron monument 5/16/13 City 0 6 W �_uT x[900.0] Denotes as-built elevation 9/20 13 Find
(930.0) Denotes proposed drainage Grade 3 City
tc Denotes top of curb
A Denotes limited access
Bench Mark: 950.35 - TNH-Lot 1, Block 1 BOOK/PAGE
NONE 1 = 10,150 SQ. FT.
SCALE IN FEET C
HSE/GAR = 2,047 3 SQ.. FT. 0 30 60 90 Proposed Garage Floor Front= 950.9
PORCH = 123 SQ. FT. Proposed Garage Top of Block= 951.3
DRIVEWAY = 453 SQ. FT. HOUSE PLAN 5331-A s Proposed House Top of Block= 951.3 PRO.ECT NO-
SIDEWALK = 70 SQ. FT. 1 inch = 30 feet Proposed Lowest Floor= 943.3 330163
Total Impervious = 2,693 SQ. FT. TOTAL DRIVEWAY = 657 S.F. Proposed Top of Block FILE MO-
OR 26.53% OF LOT AREA GRADING PLAN DATE/REVISION DATE 9/24/12 Bearings are on assumed datum at Lookout Window= 946.5 N/A
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