|
NORTH
<br />30 15 0 15 30 60
<br />SCALE IN FEET
<br />ASBUILT LEGEND
<br />FTE
<br />Denotes First Floor Elevation
<br />TFDN
<br />Denotes Top of Foundation Elevation
<br />WOE
<br />Denotes Walkout Elevation
<br />LOE
<br />Denotes Lookout Elevation
<br />AIS
<br />Denotes Advertising -Informational Sign
<br />AC
<br />Denotes Air Conditioning Unit
<br />BFE
<br />Denotes Basement Floor Elevation
<br />CB
<br />Denotes Catch Basin
<br />CBOX
<br />Denotes Curb Box
<br />COL
<br />Denotes Building Column
<br />BEE
<br />Denotes Building Entrance Elevation
<br />TB
<br />Denotes Tele/Comm. Box/Ped
<br />CHH
<br />Denotes Communication Handhole
<br />CMH
<br />Denotes Communication Manhole
<br />CONC
<br />Denotes Concrete Surface
<br />CMP
<br />Denotes Corrugated Metal Pipe/Size
<br />DIP
<br />Denotes Ductile Iron Pipe/Size
<br />EB
<br />Denotes Electric Box
<br />EH H
<br />Denotes Electric Handhole
<br />IRAN
<br />Denotes Electric Transformer
<br />EMH
<br />Denotes Electric Manhole
<br />EM
<br />Denotes Electric Meter
<br />FH
<br />Denotes Fire Hookup
<br />FP
<br />Denotes Flag Pole
<br />FES
<br />Denotes Flared End Section/Size
<br />GASV
<br />Denotes Gas Valve
<br />GFE
<br />Denotes Garage Floor Elevation
<br />GM
<br />Denotes Gas Meter
<br />GDL
<br />Denotes Ground Light
<br />GP
<br />Denotes Guard Post
<br />GYW
<br />Denotes Guy Wire
<br />HCS
<br />Denotes Handicap Parking Sign
<br />HYD
<br />Denotes Fire Hydrant
<br />LP
<br />Denotes Light Pole
<br />MB
<br />Denotes Mailbox
<br />NOP
<br />Denotes No Parking Sign
<br />OHU
<br />Denotes Overhead Utility Line
<br />PKS
<br />Denotes Parking Sign
<br />PI V
<br />Denotes Post Indicator Valve
<br />RCP
<br />Denotes Re-inforced Concrete Pipe/Size
<br />RD
<br />Denotes Roof Drain
<br />SCO
<br />Denotes Sanitary Cleanout
<br />SMH
<br />Denotes Sanitary Manhole
<br />SV
<br />Denotes Septic Vent
<br />STP
<br />Denotes Stop Sign
<br />STMH
<br />Denotes Storm Manhole
<br />TRS
<br />Denotes Traffic Control Sign
<br />TL
<br />Denotes Traffic Light
<br />UGC
<br />Denotes Underground Communication Line
<br />UGE
<br />Denotes Underground Electric Line
<br />UGG
<br />Denotes Underground Gas Line
<br />SAN
<br />Denotes Underground Sanitary Sewer
<br />ST
<br />Denotes Underground Storm Sewer
<br />UP
<br />Denotes Utility Pole
<br />U LP
<br />Denotes Utility/Light Pole
<br />TNH
<br />Denotes Top Nut of Hydrant
<br />WMH
<br />Denotes Water Manhole
<br />WV
<br />Denotes Water Valve
<br />WET A-1
<br />Denotes Wetland Delineation/Flag Identifier
<br />Denotes Existing Contour
<br />980 -Denotes Proposed Contour
<br />•
<br />Denotes Found Monument - As Denoted
<br />Q
<br />Dentoes Found Cast - Iron - Monument
<br />0
<br />Denotes 1/2" by 14" Iron Pipe Set and Marked
<br />by License No. 40344
<br />1031.4
<br />UP
<br />x
<br />1Q OHU s, ✓Z.
<br />G3; .1T8
<br />co
<br />/ co
<br />..-----j12_ 1032.8
<br />OHU -. - - - UP
<br />0 �-- ___7
<br />. . _ .x 1033.`=6--OHU cn):D- OHU -� --,� 1031.0
<br />1034. ;f �
<br />r�.., . 4� - 1034 -� - r ...._
<br />�W*TER R' %-N VVINT
<br />._Mnze Q� /
<br />-a 1,032.0
<br />__..wxi 11
<br />/ / J ROOD ENTRANCE 1 4 8 x^034.5 x 10 33.9 /1032.1
<br />Z/ _ x1034.g 34.310=4.----�� /
<br />®' < INSTALL NEW 12' CMP 11T33.4x___- _ x 1032.9 I /
<br />i (,"_5'5.7 TB _ _ 1032 ., 1032.4 `031.8
<br />FD 1/2" OPEN S89°09' " / 034.6 x1034.
<br />--,.' � 275. oo cMP , 2
<br />'4�Gii �/-���a�k IN�AryG�F, A P D UTI EASE 1036.9 \ �� 3.9 1083. 1030.5
<br />, 036., �� x x.
<br />�40LSLT MNCE_x 1036.5 x .2 x _\x_FD 1p2" OPEN'
<br />// x 1035.9
<br />fr!�' I/(1�03c6.0) \ \--
<br />I
<br />I
<br />\ \ 5
<br />/ \ x(1036105) /
<br />/ I \ I W
<br />13 30
<br />x ' � o, I,
<br />I x 1036.7 I VX 1 .2 036. `n
<br />x(1036.5) x x1037.3 ,036. x (1036,\0) I \ I x
<br />x 1034.6 �
<br />(1036.0) I �Oj O),35.9 x 1034.7 1 x 033. \
<br />' I x 1035.4 x 1
<br />,036.7 I \SFo _ 1036.7
<br />- (ter----•-1.�-
<br />„` x 10 PRIMARY STRUCTURE SVW. LiN®37.3 I �'Pi 1036.4r -
<br />x 10 :3 1037.4
<br />- 30- -3 /1 / 7� 1 1- -
<br />/ \ \ xHP(10.2 PROP0_gO WALK 5 30 \
<br />\ x1 (1037.3)" 1038.21 (1037.01037.4 x x1048 x,,;," 4\% x')`73
<br />^X 1036. 1 1037.7 .1037.71M h 16.5 1038.71 X 1036. /10378
<br />-1035.5 I- I j /�\ L LL
<br />1037.7 x 1037. - O n�j 1038.1 i 1
<br />� -I\ 1037. �` \ N GF DRIOP N1 1034.x)
<br />L _ V x 103 .5 / / \ \ 1Gtr6t8��'1038. 0�8., ;Tot7w 1038.0 �Jjl
<br />I037.9 033^9 4J
<br />1036.5 x x 1031L ,14 2 X13. V 10388`} k), � 1037. � � \
<br />960 ( 1037.1 / mat
<br />tc)FFEE0:;$ 0 75
<br />/ , j 6F OP
<br />h
<br />H 103U8 OPOS�lj ROUISE O'3bt8 / I / 1
<br />1-y 2- 1022�j �7FND 1 10.3�i / I >
<br />10.321 Q0 / 32.0la 1 .5 16.'=3 1T07j { 1
<br />\ 8.3 LAE 16(301 LOF WNW x x x a : . , 1 �. .
<br />\ / x 103k.8 / O Nw 10 23.0 ^ % 1 .8 1032.7 I U) 3 .9
<br />\ I / / O �J 1
<br />\ / / N 1034 / 1 , 55 5 1 m 1� 1035.7 '13.3^ 1038 / �.�� oM°` -_1 O 1-1 / r1)� 11
<br />029 1 i 1 1037.2 0,37.0 /x 1037. ^ 1o3Z 8 - -� I >
<br />0 / / J� 1 8 /0 x1 • .4 x1 .�x 2.3 I I O
<br />\ �I- I / l lit 10 1 x ' 1 ,036.3 / x 1 1.5 % \
<br />/7h1�.3 / / / x10
<br />\ / W w I 2 - / / / / 1!'S34 4 1034 .5 x 1030.2
<br />\ 103 to x 2v
<br />\ N ( 10.2 / / 1028, x 0340 1010.4
<br />\ / / 1033.5 .dr N
<br />1$
<br />1030.4 / p r7 `/ N W >
<br />\ / /p0 x / x�t828�6 - - `_ O x 1033.5 / / o i I � I
<br />\ I x
<br />O I J
<br />\
<br />Z I Y- I _ (-�� ' / 1=029.4 1(&511
<br />� �� - - 1
<br />\ = .8 _ V� tTt
<br />1032 /
<br />i
<br />\ \ / i i 10SO1029.4
<br />\ \/ 1030.0 m
<br />\ 1 .9x 1 - 4 1034 1 9 1029.0 102
<br />\ i I 1028.5 _ 103j x 8.1 >x 1.8.2
<br />X 1
<br />2
<br />\ / / x 1027.5 - - - 1033.7 x • x 1033.2 -0'(18 -
<br />--1028- 1029.5x I i
<br />T 1032 x � -1 ,033.1 /1 x3 I m �'I I IC �EXIG
<br />_z L _ - ' x 6 _ I l 74-
<br />X028.1 1027.x 1026.4
<br />0 ao - -1026 - +-9 z6 -Ci ` - - - x,025.9 x1027. BITUMINOUS
<br />� - -, x1028.2 / x <v:24.5 �
<br />\ x Ld
<br />1 0 I x 1025.5
<br />\ W _"' "" \ I I I> I
<br />x 47 S 0� ��\ x1026.2 x 2 =/
<br />�
<br />\ 02 -` '/1
<br />\ / AS4.6 CO / 1025.5" �� x 1025.7
<br />--1024--_.It \
<br />V ' EB 3.1
<br />® _ S/LT 5.5
<br />af Cr
<br />117 22 2
<br />I--
<br />� n r _ /-\qD4�
<br />'' ��J...; - / 1024.5 x� 614
<br />A ' / TH #2 R -OT 8$ 1Q24 , / ���
<br />_ ___ _
<br />x102-3� x1o23.s� -_� --- \ 5
<br />� 9 0 0 �x�(024.,^.: x 1023.5102.3
<br />x i02i
<br />-1024 / / 102 .3 PR�'�SFD SEPTIC SITE SO /
<br />/ APPROXIMATE EXISTING -
<br />/ #1 -OT
<br />SEPTI y
<br />8s° $s82 #3 R-o�\ 58Y.66
<br />20 / \ /
<br />-- R=50.00 ~�
<br />`
<br />021102 .2 / 0=67012'54"
<br />/
<br />- - - - _ Po w \x2 2. C=55.35 /
<br />C B.=S25°51'�8"r x
<br />FD21 "OPEN -=2 ���2.6 x22.4
<br />-
<br />/ 5 -x 1 _ - EASEMENT
<br />-1016 -� p AND UTILITY
<br />e�9 - x015.9 x 10167 �\ /
<br />_ FD , f 2" OPEN / - 5� 30 00" W 27
<br />FD �� - - % 1016.9 - _ 10017.6 \. /
<br />x 1015.4 41= . x1 616 \ 1020 `x
<br />x1015.1__ --91)216.1 \ x1016.5 \ \ \
<br />101.2 \l;;ti,
<br />Oi6.9
<br />/ / x 1 / \ \ \ x F 2` 7 x '`21.7 \
<br />x1016.4 ------ J1�/
<br />.3 /
<br />/ \ \ 1018.0' - �
<br />\ x,219 .4
<br />/1016.5
<br />-- �
<br />1015.0 x/f10
<br />0�5 - -/ / / \ /\ j"'� (\
<br />1
<br />x 1015.9
<br />- _ > /
<br />i 016.5 � �\
<br />T A L - �- f. /--\ 1 I \ V `' � FES
<br />/ � �_ n
<br />/ x 1014.1
<br />e/
<br />DESCRIPTION OF SUBJECT PRC PERTY I Z a (D2
<br />Lot 1, Block 1, OLD CRYSTAL E,6 Y ROAD ADDITION, according to the recorded plat thereof, Hennepin
<br />County Minnesota RECEIVED
<br />SITE ADDRESS FEB 19 2013
<br />2645 Watertown Road, Orono, ND
<br />CITY OF ORONO
<br />NOTES
<br />This survey does not purport to sh( � i all underground utilities. The source of information from plans and markings
<br />will be combined with observed eN a lence of utilities to develop a view of those underground utilities. However,
<br />lacking excavation, the exact locat c of underground features cannot be accurately, completely and reliably depicted.
<br />Where additional or more detailed information is required, the client is advised that excavation may be necessary.
<br />The contractor shall determine the tact location of any and all existing utilities before commencing work. The
<br />contractor shall be fully responsibl for any and all damages arising out of his failure to exactly locate and protect all
<br />existing utility facilities.
<br />Contact GOPHER STATE ONE C LL at 651-454-0002 for precise onsite location of utilities prior to any
<br />excavation.
<br />No title commitment we provided i was relied upon as to matters of record.
<br />The subject property appears to lie v,ithin Zone X, (area of areas outside the 1 -percent annual chance floodplain,
<br />areas of 1 % annual chance sheet fl, r v flooding where average depths are less than 1 foot, areas of 1 % annual chance
<br />stream flooding where the contribt Ling drainage area is less than 1 square mile, or areas protected from the I%
<br />annual chance flood by levees. No Ease Flood Elevations or depths are shown within this zone. Insurance purchase is
<br />not required in these zones.), per tl e National Flood Insurance Program, Flood Insurance Rate Map Community
<br />Panel No. 27053C0302E, dated Se )ember 2, 2004 as acquired from the Federal Emergency Management Agency
<br />Web Site.
<br />Area Information: Lot Area = 11 ).795 Sq. Ft. - 2.54 Acres
<br />Current zoning and setback information:
<br />Zoning: RR -B 1
<br />Building Setbacks: Front Yard - 50 feet
<br />Rear Yard - 50 feet
<br />Side Yard - 30 feet
<br />Building Height: 30 feet
<br />*Zoning and Setback information provided by the Planning Department of the City of Orono.
<br />Survey coordinate and bearing bas s : Assumed
<br />No modifications to this survey or ;ketch may be performed by any person other than the surveyor signing this
<br />certification or persons under his d'rect supervision. Its reproduction and redistribution without proper consent is
<br />prohibited.
<br />Benchmark: MnDOT Geodetic B( nchmark: 2713AF - In southeast corner of bridge on Old Crystal Bay Road and
<br />Trunk Highway No. - Elevation = 1030.62 feet (NAVD88)
<br />PROPOSED ELEVATIO'VS
<br />PROPOSED GARAGE FLOOR ELE ✓ATION = 1038.5
<br />PROPOSED TOP OF FOUNDATIOt I ELEVATION = 1038.8
<br />PROPOSED WALKOUT FLOOR EL NATION = 1030.1
<br />ASBUILT ELEVATIONS
<br />PROPOSED GARAGE FLOOR ELE /ATION = 1038.1 + 0.33 = 1038.4 (FLOOR NOT POURED)
<br />PROPOSED TOP OF FOUNDATIOV ELEVATION = 1038.8
<br />PROPOSED WALKOUT FLOOR EL VATION = 1030.1
<br />APPROXIMATE VOLUME CALCULATIONS
<br />FILL = 849± C.Y.
<br />CUT = 325± C.Y.
<br />TOTAL FILL = 524± C.Y.
<br />I hereby certify that this surve �, plan or report was prepared by me or
<br />under my direct supervision a id that I am a duly Licensed Land Surveyor
<br />under the laws of the State of vlinnesota
<br />Dated this 1 l th day of Octobe2012.
<br />SATHRE-BERGQUIST, INC
<br />avid B. Pemberton, Professi� )nal Land Surveyor
<br />Minnesota License No. 40344
<br />REVISIONS
<br />REV. HOUSE/POOL ELEV.
<br />11/02/12
<br />DBP
<br />DROP HOUSE/REV.
<br />GRADES 11/03/12
<br />DBP
<br />FDNASB 11/23/12
<br />DBP
<br />PRELIM - GRADING ASB
<br />12/05/12
<br />DBP
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<br />DKAWN
<br />DBP
<br />CHECKED
<br />DBP
<br />DATE
<br />10/10/12
<br />SCALE
<br />AS SHOWN
<br />JOB NO.
<br />31380-004
<br />FILE:
<br />BNDRY-ALTA.DWG
<br />TOWNSHIP - RANGE - SECTION
<br />117-23-04
<br />HENNEPIN COUNTY
<br />BOOK: 184 PAGE: 09
<br />SHEET OF
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