HomeMy WebLinkAboutSurvey - Oversize/Full 45.30
sa
TR. 9 0
T.R. =945.30 /./ �/
INV. = 931.75 (PLAN)
EXISTING HOUSE
942.99
943.14
EXISTING HOUSE
EXISTING GARAGE
952.56
960.34
-
36.3'- --1 `� \
C \ 42.74
x 961.32I `V � /
S89.5935'E 141.32 /
961.38 956.50 \ , 943.13 /
---- - -- - - - - --- ------- -- - -- --- - - --- -- --_ - -_. x x x
952 80 -�
J
Qf CHAIN LINK FENCE o
TOP OF
TOP OF I IRON =946.33
II I SWAIL- '6 �(� (� /Q` �' IRON =948.54 /
i�
iv
-952.2
x 961.01 0i N \ ' 945. 9
N I x 9573 QD o x 48.24 xo
952.89 1952.65 \ ' ' I / x 945.11
952.83 NOTE. DECK TO BOARDS o
953.28 953.21 952.8 952.4 949.85 �y
III � TO BE RELAID j0 PROVIDE
iJ52.82 53.14 28.0 3.1 52.95
o / 114" SPACING BETWEEN \ �o'� (944.0) -20.2'
DECK � �r BOARDS 851.26
II `D 1' CANTILEVE
O 1 O 2 0 I� .60 3�6� 16.0
� 953.60 --- 53.65 953.2
_ 953. 3 0 21.3 953.43 +� p l p ( .0 _
1' CANTILEVER - 1 70,2'- o
II 5£L71�---- 953.63 p �j NF4!� 15.0' -23.2' -
SCALE I NFEET X952.99 953.81 53 11.0 14.0 DECK 'r}S Q' N 948 (946.16) 945.40 1-13.1'
II) 25 4 953.6 CANTILEVER o (946.16)
�x 944.44
II �� 2.0 14.050.98
-
953.8d'- 952.12' 4 _PROPOSED
CONCRETE
(V) f 2.0 5.0' 3.0' x
o
WINDOW WELL-
c `� EXISTING HOUSE o -60.1'-
LEGEND II CD 5970 150th St. SE i _
CU
o DENOTES IRON FOUND Prior Lake, MN 55372 �--- -20
10.5 _PROPOSED� 953 37 -'
PROPOSED RETAINING WALL POOL w
® DENOTES IRON SET II N (TOE OF WALL = 949.5)-
944.20 �
c _ 113 (TOP OF WALL = 953.0) c
£ DECIDUOUS TREE III z - 25.1 - 953.79 13 2 955.17 PROPOSED RETAINING WALL
CONIFEROUS TREE II ® POR CH (OPEN) (TOE OF WALL = 946.0)- x 66 -
CONCRETE CURB (TOP OF WALL = 949.5) PROPOSED
CONCRETE
GUTTER 954.02 CONCRETE
9 .78 954.2 954.3 `" 949.10 (946.16) 16.0 945.00 _13.3' 23.2' -
POWER POLEI 21.1' -
946.16)
x 943.94
_ DENOTES DIRECTION OF III N / (94UI POOL
SURFACE FLOW II PROPOSED CONCRETE N SLA ENT -
r�l SLAB 20.2'
\�
xxx DENOTES EXISTING ELEVATION X n 944.07
II ` CONCRETE WALK---- 12.0 953.9 954.36 9540 -60.6'-
�-4
954.35 854,0 20.2 `" 954.18 CHAIN LINK DRAINAGE AND
(xxx) DENOTES PROPOSED ELEVATION III Ij FENCE- UTILITY EASEMENT
LOWEST FLOOR F�--�4 954.18 I �C'
OF
GARAGE FLOOR II IRON =944.9 D
TOP OF FOUNDATION
954.07 TOP OF
15.0'- u OCT �. 2004
25' 953.95 953.05 _
952.23 x 949.46 945.06 x
By
STORM CATCH BASIN N
960.23 , 0)\ NOTE: BITUMINOUS 20.0,-
960.23
I `� / TO BE REMOVECJ� UTILIT EASEMENT
I) 959.82 \-BENCHMARK 953.17 -BITUMINOUS ` / I PER D C NO 13629
(TNH = 963.57)
951.07
WATERMAIN VALVEII 960.16
I 959.06 951.05
959.06 x 44.50
960.44 ( WEST 142.51 943.30
LEGAL DESCRIPTION h2ovalve
Lot 1, Block 1, Eastwood Second Addition, Scott County, Minnesota. II x 959.39 -TELEPHONE PEDESTAL 952.22 ICONCRETE WALK
959.18 CONCRETE WALK
Site Address- 5970 150th St. Southeast, I) 944.22
Prior Lake MN 55372 I 958.43 g ,0 952.23 949.68 947.03 945.39
' I I x 946.68
Parcel Area= 14,473 SQ. FT./0.33 ACRES s5s.29 957.86 I 951.72 949.49 46.92 I 945.45 944.15
952.03 23 }
P.I.N.-252450010 957.56 52.05 949, 949.19 946.87 945.24 944.07 y�q�
III CONCRETE CURB -8" VCP pLG DEPT
AND GUTTER
BENCHPJIARK CENTERLINE OF 50' R.O.W. - �
TOP OF TOP NUT OF HYDRANT @ SOUTHWEST CORNER OF SITE CENTERLINE OF 66' R.O.W.II Date ELEV. = 963.57 -8" FM SANITARY MANHOLE gD�d -T= C l
15" SANITARY__
SEWER -SANITARY MANHOLE II WATERMAIN VALVE—,
T.P. =960.2
150TH S SOUTHEAST T.R. =944.77
j - - _ - ( - INV.
- = 929.58 (PLAN)
-}- 943.37
h2ovalve
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, _ KIM A. REAUML.i BOOK PAGE
OR REPORT WAS PREPARED BY ME OR UNDER R LICENSED LAND SURVEYOR 40 37
MY DIRECT SUPERVISION AND THAT I AM A ,
DULY LICENSED LAND SURVEYOR UNDER THE C ) PROJECT NO SHEET
CERTIFICATE OF SURVEY FOR SCOTT ENGINEERING
LAWS OF THE STATE OF MINNESOTA. 763-475-1314 2400 99 �T T ) ) T � '�'
SURVEYS EL-reaumekm@aol.com
FAX AND D L®-\�`lA OXLE .L
c - I NC -� EMAIL-reaumekm@aol.com REVISIONS ��,b`
O DECK SPACING NOTE, BITUMINOUS REMOVAL S11gned ®e1 ,
DATE ��� REG. NO. 19522 N I 3305 GARLAND LANE N. NOTE, AND POOL EQUIPMENT SLAB SIZE.
PLYMOUTH,MINNESOTA 55447 10/08/04. KR