HomeMy WebLinkAbout2009 Certificate of SurveyFOR: CHARLES CUDD DENOVO
ADDRESS: 3105 CASCO POINT ROAD, ORONO, MN
LEGEND
0 DENOTES IRON MONUMENT SET
(D DENOTES SANITARY SEWER MANHOLE
DENOTES UTILITY POLE
DENOTES IRON MONUMENT FOUND
NOTES
- Bearing's shown are on assumed datum.
- Field survey conducted on October 19th, 2009.
- This survey was prepared without the benefit
of titlework. Easement, appurtenances and
encumbrances may exist in addition to those
shown hereon. This survey is subject to
revision upon receipt of a title insurance
commitment or attorneys title opinion.
- Contractor to verify house dimensions, and
sanitary sewer invert and basement depths.
- Building elevations set by owner.
- Final driveway design to be determined by
PROPOSE,Q ELEVATIONS
GARAGE FLOOR
FIRST FLOOR = 958.0
LOWEST FLOOR = 946.5
011.2 x DENOTES EXISTING ELEVATION. contractor, driveway shown is for graphic
DENOTES CONCRETE purposes only. EASTiNG GARAGE
llcvll�l - Existing house and improvements to be 958.1
�fj DENOTES EXISTING TREE removed prior to construction. 2007
- Proposed house elevations set by owner. 957 959.6
918.0
DENOTES EXISTING CONTOUR
- French ditch and retaining walls to be97. 3.4 57.7
3
(P=) DENOTES PLATTED DISTANCE designed by others. . :
950.6953.1 957,2 957:6 960.0
Q92. DENOTES PROPOSED ELEVATION
DENOTES DIRECTION OF DRAINAGE. 950.2
f5 7.952.3
951.4 956.7
DENOTES PROPOSED SILT FENCE
956 R
DENOTES APPROX. SAN. SEWER LINE FOUND 0.5'
ahw-IRON PIPE 962.5
DENOTES OVERHEAD WIRE 952,71 956.6
956.9
DENOTES EXISTING TREE TO BE R I- M 0 V 950-8 9-56.4 9 59.A 962.4
x DENOTES METAL OFFSET SPIKE 949.8 951.4 953.1
58.7
961
95B.0
9,
Mk4c -m
)94---_8m
qq ---------- r-mk40 M40 569
0)
DGS'nNG USE 1 O
ALKOUT-N
W OUT�q
HO4Z-4 951.8 9:
948.6 956$
I - V1 "W-960.
949.2 0 0
.4 94'30
942\ 8.5 950. 951;0 9626
935.7 41
955.8
942.5
946.7
941.5 945.4 "'515 510 I 951,7 T.Wm9fi3.0,,.
BW -959.0
941.1 941.3 946 lip -0
958.6
932.6 945.7 --- 94B.3 ,067
964.
92&4 ................
934.3 1945.7 947,7 950.1: 950.7
942.6 -1
52.3
611
940.5 0 960.5
MAPLE -18 S9
C L
0
94k \
940.2
946.2 983.4
928.4 .5 ...........
938.0950.4 964,Z
2-5c
942.4
V .
--- �9397� 9* .5
963.8
928.4 952.---
9326 FOUND 0.5" 50 958 9'.
ON PIPE
wz ..
947A V 1 �b
J5
2
(:H -8-8 -4w, �N C',
->r 939.6 0 %- - 9P 1, 6
945.6 - . (D
6101
:0 01. 947.9CSS
960.5
947.0 Cn
938.6 Ul- 946.7958.7
932.0 ?A.
IL BASS -18 -1
944.5 L0
o) 955-7
0
0 8.4 V. 941.6
937.1 LO
6
P 92,9.3 Ch
9c B.7
934.6 -4ED 966.2
- P31.9 1-932 0 E)WNG & 9633
-4 ----- WOOD STEPS I-S�
934.4 971.8
0 93 966.9 973.^.
9) X
-0, 931.9 V;00 -
91I.4 M 97� 972.2
:;.932.0 937.6 EXISTING SHED
A� �OF�
CO \
1 0
is 936.9 934 8 . 1938.0 oto
.
971.6
C) 931,9936.6
7
0 9718Z
0 M 1 1
I- z 0 11 a)
010 1 934
rn 1• 937.0
1 0
t3 -n FOUND JI M
0 > 2 BL
BL
EXISTING HOUSE
U)
--Arn 938.2
EXISTING PROPERTY DESCRIPTION
Tract B, REGISTERED LAND SURVEY NO. 1311,
Hennepin County, Minnesota.
BENCHMARK
Spike in timber retaining wall at 1 Bell
Street. Elevation = 931.67.
968.8
970.4,
972.1
0 20
STING LDaSnNG 'HOUSEJ IN FEET
970.1 1 inch 20 ft.
973.3 0
970.5
........ 71.3
970.3 71.5
965.2 975.6
975.4 0
975.4 973.1 '0
966.1 971,0
971.5 7 -13
972.8
9719 0
975.7 -
16
974.3 ..... . 972.9
967.7 '20" rY 975.6 976.3 97,6.5 974.2 :wA
Yo 0 975.9
974.3
MAPLE -12
974.0
974.5 976.2
90 - 8 linjult'O 9 75,6 FOUND 0.5-
967-7 972.9. us 975.7 IRON PIPE 0
WAY, 975-3 ffl
740 OVD 974.5 972.5
3.2 IR,* O's, 0® 972.5
975.1 PIPE 50�
972�5 yo \975.4 974.8 -;'-'
: P69.9 �1� / le 1 973.8 973.0 972.3
-My, 97
p
/974.9
974.
-4
\-0- 3; (725
972-3
967.5 N 975.� 47�,16 q0 975.8 MB
Q?0SJ,1D to - 9 M.1 9WND I.C)--
:?F 0 .1 1 97 . 974-17- 9 3
PKI 14 75.4 IRON PIPE
gr 75.7 MAPLE -10 1�- 973-2
976.0 -7r ohw- ohw- to
!-4.0
976.2 37 .7 70
968.0 '.-MAPLE--' 975,9 AAPLE-12 974.0 0
973.6
970.6 _ --''oh ,.. 9
974,0Sr
971.6
65.4
2'
7.4 970.3 970.7 914.1
974�5
973.8
Sr
97Z3
j74.6
936.1
I hereby certify that this plan, survey or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Land Surveyor under the lows of the State of Minnesota.
Revised: 12--16-09
Revised: 11-24-09
JOSHUA P. SCHNEIDER Date: 11-20-09 Req. No. 44655
936.8
Cut = ±995 cu. yds.
Fill = ±341 cu. yds.
Net = ±654 cu, yds.
(Net = Yards of fill needed minus cut yards that are on site)
Vwwwl�=Iq-
TOTAL LOT = ±510,625
Impervious Surf Ices:
House = ±2,620 Sq. Ft
Driveway =- ±3,379 Sq. Ft,
Decks = ±248 Sq. Ft.
Retaining Wallis = ±84 Sq. Ft
Sidewalk = ±268 Sq. Ft.
Porches = 318 Sq. Ft.
I ILACIS:
impervious Surface = ±6,9117 sq. ft.
Hard Cover = ±22.6%
AREA CALCULATIONS
OHW-75' SETBACK ZONE:
Lot i,Tea = ±4,995 Sq. Ft.
!a-Opervious Surfaces:
Wood Steps = ±35 Sq. Ft.
Retaining Wall = ±93 Sq. Ft.
Totals:
Impervious Surface = ±128 Sq. Ft.
Hard Cover = ±2.5%
,_9\Land Projects 2008\09395bs-RLS 1311\dwg\09395bs-,proposeci.ciwg 12/16/2009 &47tD7 AM CST
AREA CALCULATIONS
75' SETBACK -250' ZONE:
Lot Area = ±12,937 Sq. Ft.
Impervious Surfaces:
House = ±1,982 Sq. Ft.
Driveway = ±229 Sq. Ft.
Deck = ±248 Sq. Ft.
Retaining Walls = ±49 Sq. Ft.
Sidewalk = ±268 Sq. Ft.
Porches T ±318 Sq. Ft.
Totals:
Impervious Surface = ±3,094 Sq. Ft,
Hard Cover = ±23.971,.'
974.9
975.0
"Cook
974.2
City Of Orono
Planning & Zoning Plan
Site Plan Review Date WO
APPROVED
13 PRO ED WITH REVISIONS (see notes)
E3 DENIE
Staff: ojb�-
AREA CALCULATIONS
250' ZONE AND ABOVE:
Lot Area = ±12,693 Sq. Ft.
impervio,.s Surfaces:
House = ±638 Sq. Ft.
Driveway =-- ±3,144 Sq. Ft.
Retaining Walls = ±35 Sq. Ft.
Totals:
impervious Surface = ±3,817 Sq, Fl-,
Hard Cover = 30.0%
974.8
974.7
974.8
� 974.8
974, �
971.0
975.4
975.9
977.1
977.1
977.3
970.1
970.2
CRE LAND SURVEYING::...
Ham Lake, MN 553 91
763-238-6278 js.acrelan sury vgmail.con-)
JOB#09395BS 10 11 12 13 -- 14 15 16 17 18 19 110 111 112 113 114 115 116 117 118 119 -0