|
FIELD CREW
<br />NO.
<br />BY
<br />CT
<br />1
<br />BRV
<br />DRAWN
<br />2
<br />BRV
<br />BDH
<br />3
<br />BRV
<br />CHECKED
<br />4
<br />BRV
<br />DBP
<br />ELECTRIC METER
<br />DATE
<br />O
<br />GAS METER
<br />09/02/15
<br />CONTOUR EXISTING
<br />©
<br />GAS VALVE
<br />CONTOUR PROPOSED
<br />I t h
<br />L.C� l V
<br />I
<br />Lotl t .r.
<br />5
<br />-- akevlevv p
<br />-----_ ___--_ 975.8 z000Z6 S84°06'42 E 82.41ar��'ay
<br />CK CDMA -- °75_a /--Rock Construction \ / ��
<br />_ 975.3 7
<br />- - FND IP 25684 Entrance
<br />973.3-
<br />- FN[)Ip
<br />-_42 7�- -_, 0 973.1 X68= SO
<br />� o
<br />° 968.7
<br />7A68.O��T c7196 .9 y68.5x� 9�� \ 1r0
<br />965.1 ix 966.2 X �. ;� p _C, r4�0�A
<br />cS /mac 963.9/ i
<br />/ 05 ,e
<br />/969.0-�` o� / B �r�966 "b a."a '961 C� �S#3
<br />i Canto 967.2 x / w / 970.37r
<br />p� OS#I O s9I . , 6� .-- Q /x 971;5Q OS#4 ss 7
<br />965. 0 /2T ���2 ' SBS \ 01 -0972.99 9� �0 0,,
<br />•Proposed- , S� Cwt B a N 'S0 s
<br />/,Prop
<br />Ret. Wall°op 62 V�
<br />965.3 0010 g 9F o \
<br />O �j / I �q X66 ATF ��0 0 , c� \2 2 6" 9�Q x 973.56 x 97 .7 \
<br />964.9x /�� 20g��V TFO �'0 0.20• 200. 973JOS#5
<br />O ss O 3 09�� Nom' 02 c� W 1973.97 p
<br />4,0,5#11
<br />61 5_ HI A °Fov ts°3o 6912 2C0 �,,�-,O�
<br />' O` s4. 20 P (9j3o� 1 o \5 Proposed ell x 9 4.0 x,9
<br />/ f, 961 3 /s g 0 9S L �OSed 9s9' -- - Location do
<br />/ / 0 > \ ox�rs`38 cke�/ew po/ko,_ o�� OS�5A/
<br />00 963.9 �h9 0 *� O HO�r arkUt \x 0974.13 -r, o
<br />/ / //j 633 0, 0 9s¢A way u7� �- Cons r coon \ r 0 096 .48
<br />- - / 961.5 I r I OS#10 0 / 9 �' a O os \11
<br />/o J 965.38 967.3 �3Sx 973. COP ence ` x 973.2
<br />-- - -- -- - - - i962/ 9 4.0�-../ /(9 uo k g> s 973.21 x 973.8
<br />Al 3 x L0 973.8x
<br />3 D \ 968.76
<br />964 - x 967.2 O
<br />X c �,
<br />�_U - / r / 966 A / x
<br />� 7 .51 `
<br />f i ^ oS 1 x 962.9 \� OS#q ' ` I 2 v x 973 r 970
<br />-958 %\ Proposed]��16�6
<br />X20 1 x 71.2 " Pxo .2 Site
<br />Septic x /
<br />a ; /t / �� /I 7 973.2 Site /i
<br />-- --- - - `g56 x 955.5 \ x %30.,�,% �ehoe / /
<br />Pati(
<br />9751.7x '`
<br />o� / x 957.1 \1 972 0 ! ? I c�, 6' r6, _-- `--50-17Z---
<br />__q
<br />--- --
<br />i i / / / / x 970.8 ` m
<br />--954_ �`, �.I / p� ^ L-: i Ni
<br />/ �� m
<br />_ 969.0 1 971.3 x \ 970.7
<br />x 952.4 / / ° / 9 5.3 fes- 1 / P� �/ \
<br />--952- I f Contour �� 1 �� / 974 6 W /id \
<br />/ l l / t /972.7- 971.4 i� / / �/' �� -_J � d /
<br />/ x 949.9 - 7 --'_"1 1 / �_ - J_� X96/.5/
<br />/ I �f r / x 970.8
<br />-- 89°24'07"E 288 57 -- �74.5Nx
<br />--950---' �/ � � � � 1 � � 1� /970.9
<br />/X 967.9° i N -
<br />/ 1 98.0 I I / 974.1 x 969.4 0 / r _ '� N
<br />I i Q °
<br />\ \ / / - ' I I I x 972.7 x 973. / 1'' O
<br />\ 948 I I Propo ed Septic ' I
<br />I II / i x 970.9 _ �/
<br />\ �/X I I x 9 5.4 `ite
<br />�9� Oz N
<br />\ 47
<br />\ 1 I I '' x 970.4 \ G .$s2Iot 3I I � / �ac °,
<br />/h Zo
<br />CPIP 703 x 967.8 4971.'9 z9o--/
<br />O
<br />- O
<br />` I / - 966.2 (p
<br />X 954.7 O GO
<br />x �48. , ` \\ x 9 =.0
<br />R \ , B1 2 y 1 \ x 97o.a \ ��0�5 ��� x 99.8 g66� �'3 5 Q / x i..0
<br />N / % 0 45 2 r \ \
<br />x 964.9 / L�
<br />X971.7
<br />\9Q V. 965\3 x % �o ! / / / 6 / �� x91
<br />r
<br />7Qg\\ A 48.7 \ \ ��� -� ..Y \ �9� x /
<br />_ _I/ / o� BIOFILTRATION \ x / °)
<br />2 \ \ \ \ \ \ \ y '\ _ x 968.8 I BASIN 10
<br />X 966.1 _ _ I / I o \ BOTTOM= 957.0
<br />959.9 =
<br />01
<br />HWL/ / /
<br />/ x 966.8
<br />x1956.0
<br />-
<br />' \ � \ \ �
<br />\BSy-t/ ---BSB�LBSB-L-------
<br />.._..-_ /
<br />994/._2/
<br />-964- /
<br />966.7
<br />x 964'6-/
<br />° 966-oN
<br />�0J`- x 6/
<br />95.4
<br />L -G - - - - - /// / / % /X 966.0 -
<br />i O I
<br />ETIP
<br />-- -- _ _ --X44--- - _ /88 05}3 "W/
<br />-966
<br />�- -
<br />-
<br />,-- _946 - �� /- /- / �/ --�I 506 ��4x I
<br />1.) Existing utilities shown are shown in an approximate way only. The contractor shall
<br />determine the exact location of any and all existing utilities before commencing work. He agrees
<br />to be fully responsible for any and all damages arising out of his failure to exactly locate and
<br />preserve any and all existing utilities.
<br />2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks.
<br />4.) A title opinion was not furnished to the surveyor.
<br />5.) Proposed grades shown adjacent to building foundation refers to top of black dirt.
<br />Proposed Elevations
<br />Proposed Garage Floor Elevation = 972.7
<br />Proposed Top of Foundation Elevation = 973.0
<br />Proposed Basement Floor Elevation = 964.3
<br />0- --1--
<br />Min.
<br />_7__.
<br />Min. Front Yard Setback = 50'
<br />Min. Side Yard Setback = 30', 50' Adjacent to, Street
<br />Min. Rear Yard Setback = 50'
<br />Hardcover -Tier 3
<br />Lot Area = 90,254 Sq.Ft.
<br />House Area = 2,952 Sq.Ft.
<br />Stoop Area = 168 Sq.Ft.
<br />Deck Area = 339 Sq.Ft.
<br />Patio Area= 275 Sq.Ft.
<br />Retaining Wall= 43 Sq.Ft.
<br />Concrete Area = 1,725 Sq.Ft.
<br />Total Impervious Surface = 5,502 Sq.Ft.
<br />Total Impervious Coverage = 6.10%
<br />Basement Calculation
<br />Total Perimeter at or Under Existing Contour 969.0 = 112.9 Lin.Ft.
<br />Total Perimeter Over Existing Contour 969.0 = 99.1 Lin.Ft.
<br />Total Perimeter = 212.0 Lin.Ft.
<br />Total Percentage At or Below Existing Contour 969.0 = 53.3%
<br />Asbuilt Elevations
<br />Asbuilt Garage Floor Elevation = 972.4+0.33= 972.7 (NOT POURED)
<br />Asbuilt Top of Foundation Elevation = 973.0
<br />Asbuilt Basement Floor Elevation = 964.4
<br />Offset Irons
<br />(elevations are to the top of pipe)
<br />OS #1= 965.80
<br />OS #2= 966.46
<br />OS #4= 972.99
<br />OS #3= 970.37
<br />OS #5= 973.97
<br />OS #6= 974.13
<br />OS #8= 971.51
<br />OS #7= 973.21
<br />OS #9= 972.15
<br />OS #10= 96538
<br />OS #11=
<br />964.57
<br />I hereby certify that this is a true and correct representation of a survey of the
<br />boundaries of -
<br />Lot 3, Block 2, LAKEVIEW OF ORONO, according to the recorded plat thereof,
<br />Hennepin County, Minnesota,
<br />and the location of all buildings, if any, thereon, and all visible encroachments, if any,
<br />from or on said land, as surveyed by me this 21 st day of September, 2015.
<br />Al,� lrll Enron
<br />David B. Pemberton, PLS Minnesota License No. 40344
<br />pemberton@satbre.com
<br />/ A=3°15'11'1 \
<br />_ - - _ _ �94a- i' // ( \ v R=1004.93 \
<br />CAST IRON MONUMENT
<br />x 965 2 -` CATCH BASIN
<br />sfBranci R \ \ 9E4- FLARED END SECTION
<br />- ✓- - _
<br />-�- -952 _ - / ' \ \ `� CQ GATE VALVE
<br />\
<br />�o `\ < GUY WIRE
<br />_ X54 _ -�0 r 6 62� 'C' HYDRANT
<br />NI/4 OF SEC 7
<br />O SURVEY MONUMENT SET
<br />Centerline of West Branch Rood \
<br />(Per Plat of LAKEVIEW OF ORONO) i- -- _ _ SURVEY MONUMENT FOUND
<br />\ SURVEY CONTROL POINT
<br />LIGHT POLE
<br />POWER POLE
<br />OS SANITARY MANHOLE
<br />SANITARY CLEANOUT
<br />\ SIGN
<br />972.5 GROUND ELEVATION
<br />STORM DRAIN
<br />STORM MANHOLE
<br />`-� YARD LIGHT
<br />DATE REVISION
<br />TWP.117 - RGE.23 - SEC.07
<br />1217l2015 REVISED SURVEY PER CITY COMMENTSUSE (INCLUDING COPYING DISTRIBUTION AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY ���r;S SVRG O Project iClt)/: Orono
<br />12/8/2015 STAKED HOUSE IN FIELD C9
<br />Hennepin County
<br />12/9/2015 LANDSCAPE PLAN AND UPDATED HARDCOVER
<br />12/29/2015 FOUNDATION ASBUILT
<br />PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL
<br />RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY
<br />RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE.
<br />UJ I p
<br />N
<br />tco
<br />c �G�FRS Q
<br />SATHRE-titM UUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 795 Lakeview
<br />Parkway
<br />JAN 05 HIM
<br />CIT` OF frJ
<br />30 15 0 15 30 60
<br />SCALE IN FEET
<br />SURVEY LEGEND
<br />❑A
<br />A/C UNIT
<br />BITUMINOUS
<br />C
<br />CABLE TV PEDESTAL
<br />BSBL
<br />BUILDING SETBACK LINE
<br />C
<br />ELECTRIC TRANSFORMER
<br />cTv
<br />CABLE TV
<br />O
<br />ELECTRIC MANHOLE
<br />CONCRETE CURB
<br />O
<br />ELECTRIC METER
<br />CONCRETE
<br />O
<br />GAS METER
<br />950 __
<br />CONTOUR EXISTING
<br />©
<br />GAS VALVE
<br />CONTOUR PROPOSED
<br />-° -°
<br />GUARD RAIL
<br />DT
<br />DRAIN TILE
<br />Ed]
<br />HAND HOLE
<br />ESC-
<br />ELECTRIC UNDERGROUND
<br />SOIL BORING
<br />-X-X-
<br />FENCE
<br />TREE CONIFEROUS
<br />-- F0
<br />FIBER OPTIC UNDERGROUND
<br />TREE DECIDUOUS
<br />GAS
<br />GAS UNDERGROUND
<br />OO
<br />TELEPHONE MANHOLE
<br />°Hu
<br />OVERHEAD UTILITY
<br />0
<br />TELEPHONE PEDESTAL
<br />1 111 "' 1 H+H4+++
<br />RAILROAD TRACKS
<br />'7__---
<br />TRAFFIC SIGNAL
<br />'
<br />SANITARY SEWER
<br />OO
<br />UTILITY MANHOLE
<br />STORM SEWER
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />M
<br />UTILITY PEDESTAL
<br />uTL
<br />UTILITY UNDERGROUND
<br />n
<br />WELL
<br />WATERMAIN
<br />FILE NO.
<br />CERTIFICATE O F SURVEY 31202-289
<br />PREPARED FOR:
<br />GONYEA HOMES
<br />7a5 LRICC01W i QrKwaY
<br />20 IS - o1z3 co j Fnot• Ps vu& [ '
<br />
|