T 1R0-1QATT-N
<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 />EHH
<br />Denotes Electric Handhole
<br />TRAN
<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 />H YD
<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 />PIV
<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 />SWL
<br />Denotes Swale
<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 />ULP
<br />Denotes Utility/Light Pole
<br />TNI-{
<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 />Denotes Found Monument - As Denoted
<br />Q
<br />Dentoes Found Cast - Iron - Monument
<br />O
<br />Denotes 1/2" by 14" Iron Pipe Set and Marked
<br />by License No. 40344
<br />- - - - -
<br />Dentoes Silt Fence
<br />� � o
<br />t
<br />NORTH
<br />30 15 0 15 30 E
<br />SCALE IN FEET
<br />It -\-r
<br />u_v I
<br />PROPOSED RETAINING WALL DETAIL
<br />1010.5
<br />D RLS 10938
<br />I I /11 I \/
<br />F1 u L -L- I /
<br />010.9 /
<br />/
<br />m 1011!2
<br />kp- I
<br />�� I /
<br />1010.,
<br />EXISTING _
<br />GARAGE
<br />/
<br />�3
<br />Al o�'
<br />\
<br />\
<br />\
<br />\
<br />e/IIJUNOOS \ \ \
<br />ROgOwq Y' -AGO
<br />\
<br />' d �3°S
<br />,DO 1003.7 \ ' \ :1004.0 x 1006.4 049A,
<br />O �[
<br />O1 / x 1005.8 \
<br />\�
<br />\ ` / , 0077
<br />\ x 1007.6 /
<br />� O /
<br />700 x 1006 7 x 10 x t o0�'8
<br />)09.9 \
<br />)1010.1
<br />Ot0.01012.7 \
<br />/ 8 / x 1 07.8 `
<br />\ --11011.3 _ 9 x ,006. ry
<br />/-.---1008 \ o ) 1010. /27 OPEN
<br />M LTL�1 I V . / / -1007.5 // 10107\ \
<br />\ / , 707 - -; - �O I �.
<br />30-- \\70
<br />4,014.2 7
<br />\x 1 2.8
<br />\ / JW Q. 2 10 r4 _ " 1010.3 .100 1 x 1008.9
<br />�O� I /• x`101815 ' �\ '� \ /
<br />- - - - �aea. /
<br />7,02 I I I I --^ o 1
<br />16.2 I I I \� Q 0 A5 ;, -J -O
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<br />I I _/ 106 250 x1009.8 \
<br />703
<br />1009.8 1016.4 I I EEI 15 �, �Ot� 90 0 0 \ 0; C 5 /
<br />/ 1 --- --0'-- __ 2 • o -� \,{101• V �,7 ' / '� x / o.
<br />1010.0 �^
<br />101O.'a \ �' I \ o LOE L _ V I 0 1009.
<br />\ \ \ ■(1018.3} 1013° r N ` GFE' = 1 10.5 1008.9
<br />\ \ D , \ \ rn �, \1'315 0 / � r� o •
<br />i
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<br />\ \ -r? S 10 1.4 h. X01 4� /
<br />\ \ 15.0 - o,s go o S 'g V / O
<br />Q \ x 1015.0 \ I Cr - \ OJ 's ��0 . y,, so +�° ��/ ( / / Nry o0
<br />x 109.3 \ \ m ' tT /
<br />\ CZ,s+ d �O Q ,012/4 100)1.7 Cij oo
<br />�b
<br />Of \ \ \ \ 7074 \ m \ ��� Fri- °` �, 0,6'60
<br />x 1017.3<
<br />O % J
<br />Z O\ 1 q \ / / 5. o ryh 166 s�<J 101 yy 1 /
<br />- �� P{NL 8 1009.6 J
<br />F-
<br />F-
<br />M
<br />14.0/4F'13o
<br />W \ kiy \ / o SPF• 00 : �� o° yo \� s& 010.9 = / 1007.6
<br />FOo
<br />1008.F - Zy �? �. 'SJ .`� \ 1 .� x / �� 1009.3
<br />1006.2
<br />q\ RSEAT\10N�O+ / 10091009.770 PINE 1L/ 1008.8O .
<br />f J
<br />/
<br />�\ 39 x
<br />r�ry 1010.1
<br />BOX 12 12 \ ` 7.7
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<br />�O \ ' A
<br />oi°� 1009.7`;�� 1007.5 1 • 4 BOX 12 005.4 / C'
<br />100-'`.5 S X 12
<br />1000.6 \ \ / / \ 10066 1006.8
<br />002 \� \\ FQ�O< , a.• 08.7 x1
<br />1000- 11886..0 / CP
<br />--------\\� PE
<br />-f002.4 ^cT. ,z--,�COO�
<br />FE
<br />�31�-\ ...{ \ \ \�� / ,�OOh "f002.4 x t�3 S \
<br />O
<br />x 998.2ri /
<br />- - - - - 998 - `>�S \ \ \ } �0�2.9 �_ '1 19044 1002. OO'L 004.1
<br />o v o v
<br />�� 1110 - 1003.b�
<br />7
<br />\ - 1000.1 I
<br />996.3 _ \ --� Q r' '• _
<br />99.7
<br />_ _ x 10.4 \ P'RIMAR
<br />\ X 996.2 �.o \ � SEP17C SITE .� \ �
<br />x 995.6 \ \ \ 998.2 15 0 998.7PiNE ' f 998.0 1001�6� / SITE ONO
<br />_ I ' x -17't
<br />- '°' i�O 700 C-� PROD N - GRADING PLAN
<br />700 996 \ NE�14/bs��. ` P \ \ ` ❑ APPROVED W H REVISIONS
<br />x 994.8 994.9 \ \ -I _ 63.6 x 997.0 �99.9 T ❑ D1R0
<br />SwI �j
<br />CP 994.5 ( _ O \ / BY<«
<br />--� BOX 18 995.5 -�-O
<br />9936` -- 994-.1, _ „ 994.5 ( / / Zn / 70 /110003
<br />DATE to
<br />�X963-6--
<br />= c, x99 1�6 /r 0 D,RL
<br />/ 98.7 \ R SS .
<br />994.5 /
<br />95.8 1 996.4 996.9 I \998 299.0 \
<br />( O I ^ ED 1/2" OPEN \
<br />Lo
<br />\ 996.4 ( /
<br />994.3 -1995.9
<br />FD RLS 7725 \
<br />I
<br />OFFSET IRONS ASBUILT ELEVATIONS
<br />ELEVATIONS ARE TO THE TOP OF PIPE ASBUILT GARAGE FLOOR ELEVATION = 1015.29 + 0.33= 1015.62 (NOT POURED)
<br />OS #1 = 1010.87 OS #4 = 1010.90 ASBUILT TOP OF FOUNDATION ELEVATION = 1015.98
<br />IOS #2 = 1009.70 OS #5 = 1012.53 ASBUILT BASEMENT FLOOR ELEVATION = 1007.21
<br />OS #3 = 1014.52 OS #6 = 1013.90 ASBUILT LOOKOUT OPENING ELEVATION = 1013.00
<br />I
<br />ORONO Corr
<br />DESCRIPTION OF SUBJECT PROPERTY
<br />Lot 2, Block 1, HOLLY ACRES 3RD ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota.
<br />SITE ADDRESS
<br />200 Hollander Road, Orono, MN 55391
<br />NOTES
<br />This survey does not purport to show all underground utilities. The source of information from plans and markings
<br />will be combined with observed evidence of utilities to develop a view of those underground utilities. However,
<br />lacking excavation, the exact location 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 exact location of any and all existing utilities before commencing work. The
<br />contractor shall be fully responsible 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 CALL at 651-454-0002 for precise onsite location of utilities prior to any
<br />excavation.
<br />No title commitment was provided or was relied upon as to matters of record.
<br />The subject property appears to lie within Zone X, (area of areas outside the 1 -percent annual chance floodplain,
<br />areas of I% annual chance sheet flow flooding where average depths are less than 1 foot, areas of I% annual chance
<br />stream flooding where the contributing drainage area is less than I square mile, or areas protected from the 1%
<br />annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is
<br />not required in these zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community
<br />Panel No. 27053C0307E, dated September 2, 2004 as acquired from the Federal Emergency Management Agency
<br />Web Site.
<br />Area Information: Lot Area = 92,447 Sq. Ft. - 2.12 Acres
<br />Current zoning and setback information:
<br />Zoning: RR -1B-1
<br />Building Setbacks: Front Yard - 50 feet
<br />Rear Yard - 50 feet
<br />Side Yard - 30 feet
<br />Building Height: 2-1/2 stories - Not to exceed 30 feet
<br />*Zoning and Setback information provided by the Planning Department of the City of Orono.
<br />Survey coordinate and bearing basis : Assumed County
<br />No modifications to this survey or sketch may be performed by any person other than the surveyor signing this
<br />certification or persons under his direct supervision. Its reproduction and redistribution without proper consent is
<br />prohibited.
<br />Benchmark: Top of top nut of fire hydrant at southeast quadrant of Ferndale Road N. and County Road No. 6
<br />Elevation = 1032.91 feet (Per City of Plymouth)
<br />HARDCOVER
<br />LOT AREA
<br />= 92,447 S.F.
<br />HOUSE AREA
<br />= 3,768 S.F.
<br />DRIVEWAY AREA
<br />= 5,377 S.F.
<br />SCREEN PORCH AREA
<br />= 248 S.F.
<br />CANTILEVER AREA
<br />= 55 S.F.
<br />FRONT PORCH AREA
<br />= 55 S.F.
<br />POOL AREA
<br />= 2915 S.F.
<br />POOL EQUIPMENT AREA
<br />= 24 S.F.
<br />RETAINING WALL AREA
<br />= 29 S.F.
<br />TOTAL IMPERVIOUS AREA = 42-,V1-S.F.
<br />COVERAGE = 1 . % 74 11
<br />135°�
<br />APPROXIMATE VOLUME CALCULATION
<br />Cut: 1,379 cu. yds.
<br />Fill: 920 cu. yds.
<br />Net Cut: 459 cu. yds.
<br />PROPOSED ELEVATIONS
<br />Garage Floor: 1015.5 feet
<br />Top of Foundation: 1015.8 feet
<br />First Floor: 1017.8 feet
<br />Basement FloorNValkout: 1007.1 feet
<br />FOUNDATION EXPOSURE
<br />City of Orono
<br />Planning 8 Zoning Plan R77�
<br />Site Plan Review Date:
<br />PPROVED
<br />PPROVED WITH VISIONS see notes)
<br />M DENTE
<br />Staff: -J
<br />Blue: The foundation has 6 or few feet of exposure = 195 linear feet
<br />Green: The foundation has over 6 feet of exposure = 130 linear feet
<br />I hereby certify that this survey, plan or report was prepared by me or
<br />under my direct supervision and that I am a duly Licensed Land Surveyor
<br />under the laws of the State of Minnesota
<br />Dated this 28th day of September, 2012.
<br />SATHRE-B RGQUIST, C.
<br />� C
<br />David B. Pemberton, Professional Land Surveyor
<br />Minnesota License No. 40344
<br />DECEIVED
<br />1
<br />CITY OF ORONO
<br />REVISIONS
<br />STAKED HOUSE
<br />JJA
<br />C.0n
<br />112/17/121
<br />FINAL SUBMITAL
<br />DBP
<br />e -
<br />O
<br />M
<br />01/02/13
<br />RET. WALL DETAIL
<br />DBP
<br />02/19/13
<br />FOUNDATION ASBUILT
<br />JJA
<br />fT
<br />04/01/13
<br />' w
<br />v1
<br />MNK
<br />ADDED POOL
<br />09/19!1
<br />REVISED POOL PER
<br />MNK
<br />CITY COMMENTS
<br />10/07/1
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<br />UKAWIV
<br />DBP
<br />CHECKED
<br />DBP
<br />DATE
<br />09/28/12
<br />SCALE
<br />AS SHOWN
<br />JOB NO.
<br />64255-033
<br />FILE:
<br />CERTIFICATE OF SURVEY.DWG
<br />TOWNSHIP - RANGE - SECTION
<br />118-23-25
<br />HENNEPIN COUNTY
<br />BOOK: XXX PAGE: XX
<br />SHEET OF
<br />"-ON - -
<br />2,013 - 00 00.3
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<br />UKAWIV
<br />DBP
<br />CHECKED
<br />DBP
<br />DATE
<br />09/28/12
<br />SCALE
<br />AS SHOWN
<br />JOB NO.
<br />64255-033
<br />FILE:
<br />CERTIFICATE OF SURVEY.DWG
<br />TOWNSHIP - RANGE - SECTION
<br />118-23-25
<br />HENNEPIN COUNTY
<br />BOOK: XXX PAGE: XX
<br />SHEET OF
<br />"-ON - -
<br />2,013 - 00 00.3
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