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<br />S89'51'1 9"W 301.12
<br />f ` »
<br />FIELD CREW NO.
<br />BY
<br />DATE
<br />REVISIONS
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
<br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
<br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
<br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
<br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
<br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />FROM ILLEGITMATE USE.
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<br />_ _
<br />DRAWN BY 2
<br />_MNK_
<br />MNK
<br />09-24-13
<br />-----
<br />REVISED ELEVATIONS
<br />---------
<br />---
<br />MNK 3
<br />----
<br />BDH
<br />O
<br />NS PER CITY COMMENTS
<br />REVISIONS PER CITY COMMENTS ---
<br />---
<br />CHECKED BY
<br />----
<br />-----
<br />---
<br />- --
<br />1j
<br />----
<br />-----
<br />--------------------------
<br />---
<br />DATE
<br />----
<br />-----
<br />----------------------------
<br />---
<br />09-10-13
<br />----
<br />-----
<br />---=------------------------
<br />---------
<br />W
<br />N
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<br />E , , PROPOSED I S -n 4t-
<br />EROSION
<br />'`EROSION CONTROL �� ` _ ( -P O un ! PRO OSED 9g4
<br />O CP / 1 " CMP CUL01T
<br />PROPOSED SEPTIC - cO _4� i x
<br />_ -I- SITS $- __ 998 ,._
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<br />S89'51'1 9"W 301.12
<br />f ` »
<br />FIELD CREW NO.
<br />BY
<br />DATE
<br />REVISIONS
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
<br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
<br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
<br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
<br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
<br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />FROM ILLEGITMATE USE.
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<br />SCALE IN FEET
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<br />_ _
<br />DRAWN BY 2
<br />_MNK_
<br />MNK
<br />09-24-13
<br />-----
<br />REVISED ELEVATIONS
<br />---------
<br />---
<br />MNK 3
<br />----
<br />BDH
<br />10/16/13
<br />NS PER CITY COMMENTS
<br />REVISIONS PER CITY COMMENTS ---
<br />---
<br />CHECKED BY
<br />----
<br />-----
<br />---
<br />- --
<br />---
<br />DBP
<br />----
<br />-----
<br />--------------------------
<br />---
<br />DATE
<br />----
<br />-----
<br />----------------------------
<br />---
<br />09-10-13
<br />----
<br />-----
<br />---=------------------------
<br />City of Orono
<br />Planning & Zoning Plan RQvI8W
<br />Site Plan Review Date:
<br />%APPROVED
<br />APPROVED WITH REVISIONS (see notes)
<br />D DENIED `-
<br />Staff: - �v L111L 20.
<br />My�RpNf�
<br />SITE PLAN ?� GRADING PSN
<br />APPROVED
<br />L7 APPROVED W REVISIONS
<br />❑ DI�RO
<br />DATE io
<br />SITE ADDRESS
<br />75 Bayside Trail, Orono, MN
<br />I cf-21,cnln
<br />aRflun riaffir"'I
<br />DENOTES SANITARY MANHOLE
<br />NOTES:
<br />1.) EXISTING UTILITIES SHOWN ARE SHOWN IN AN
<br />APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
<br />DETERMINE THE EXACT LOCATION OF ANY AND ALL
<br />EXISTING UTILITIES BEFORE COMMENCING WORK. HE
<br />AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
<br />DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY
<br />LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES.
<br />2.) MUST MAINTAIN A MINIMUM 2% SLOPE GRADIENT TO
<br />ACCOMODATE POSITIVE DRAINAGE.
<br />3.) ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF
<br />A FOOT AND CAN BE USED AS BENCHMARKS.
<br />4.) THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL
<br />ONLY AND DOES NOT PURPORT TO SHOW EXACTLY HOW
<br />THE DRIVEWAY SHALL BE BUILT.
<br />5.) A TITLE OPINION WAS NOT FURNISHED TO THE
<br />SURVEYOR.
<br />6.) PROPOSED GRADES SHOWN ADJACENT TO BUILDING
<br />FOUNDATION REFERS TO TOP OF BLACK DIRT.
<br />DEVELOPMENT PLAN DATA - WO
<br />GARAGE FLOOR ELEVATION = 998.0
<br />BASEMENT FLOOR ELEVATION = 989.6
<br />DENOTES HYDRANT
<br />❑
<br />DENOTES CATCH BASIN
<br />©
<br />DENOTES STORM MANHOLE
<br />A
<br />DENOTES STORM APRON
<br />O
<br />DENOTES SET IRON MONUMENT
<br />PROPOSED BASEMENT FLOOR ELEVATION
<br />DENOTES FOUND IRON MONUMENT
<br />x 000.0
<br />DENOTES EXISTING ELEVATION
<br />(000.0)
<br />DENOTES PROPOSED ELEVATION
<br />-�-
<br />DENOTES DIRECTION OF SURFACE DRAINAGE
<br />000.0
<br />DENOTES SANITARY SEWER SERVICE ELEVATION
<br />TB
<br />DENOTES TELEPHONE BOX
<br />EB
<br />DENOTES ELECTRICAL BOX
<br />COVERAGE= 50.3%
<br />DENOTES EXISTING CONTOUR
<br />DENOTES PROPOSED CONTOUR
<br />.........
<br />DENOTES PROPOSED SILT FENCE
<br />�C
<br />DENOTES ROCK ENTRANCE
<br />NOTES:
<br />1.) EXISTING UTILITIES SHOWN ARE SHOWN IN AN
<br />APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
<br />DETERMINE THE EXACT LOCATION OF ANY AND ALL
<br />EXISTING UTILITIES BEFORE COMMENCING WORK. HE
<br />AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
<br />DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY
<br />LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES.
<br />2.) MUST MAINTAIN A MINIMUM 2% SLOPE GRADIENT TO
<br />ACCOMODATE POSITIVE DRAINAGE.
<br />3.) ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF
<br />A FOOT AND CAN BE USED AS BENCHMARKS.
<br />4.) THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL
<br />ONLY AND DOES NOT PURPORT TO SHOW EXACTLY HOW
<br />THE DRIVEWAY SHALL BE BUILT.
<br />5.) A TITLE OPINION WAS NOT FURNISHED TO THE
<br />SURVEYOR.
<br />6.) PROPOSED GRADES SHOWN ADJACENT TO BUILDING
<br />FOUNDATION REFERS TO TOP OF BLACK DIRT.
<br />DEVELOPMENT PLAN DATA - WO
<br />GARAGE FLOOR ELEVATION = 998.0
<br />BASEMENT FLOOR ELEVATION = 989.6
<br />HARDCOVER
<br />LOT AREA = 89,534 S.F.
<br />HOUSE AREA= 2,642 S.F.
<br />DRIVEWAY AREA= 3,149 S.F
<br />STOOP AREA= 186 S.F.
<br />TOTAL IMPERVIOUS AREA= 5,977 S.F
<br />COVERAGE = 6.7%
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />TWP.117 - RGE.23 - SEC.06
<br />HENNEPIN COUNTY
<br />BOOK XXX/PAGE XXX
<br />ORONO,
<br />MINNESOTA
<br />OFFSET IRONS
<br />ELEVATIONS ARE TO THE TOP OF PIPE
<br />OS #1 = 995.65
<br />PROPOSED ELEVATIONS
<br />OS #2= 996.33
<br />OS #8= 988.57
<br />PROPOSED GARAGE FLOOR ELEVATION
<br />= 996.5
<br />OS #4= 994.75
<br />PROPOSED TOP OF FOUNDATION ELEVATION
<br />= 996.8
<br />OS #11= 994.10
<br />PROPOSED BASEMENT FLOOR ELEVATION
<br />= 988:1
<br />BASEMENT
<br />PROPOSED FIRST FLOOR ELEVATION
<br />= 998.5
<br />TOTAL PERIMETER AT OR UNDER
<br />EXISTING 992.5 FOOT CONTOUR = 91.7 S.F.
<br />TOTAL PERIMETER = 182 S.F.
<br />COVERAGE= 50.3%
<br />SETBACKS
<br />MIN. FRONT YARD SETBACK = 50'
<br />MIN. SIDE YARD SETBACK = 30', 50' IF STREET
<br />MIN. REAR YARD SETBACK = 50'
<br />HARDCOVER
<br />LOT AREA = 89,534 S.F.
<br />HOUSE AREA= 2,642 S.F.
<br />DRIVEWAY AREA= 3,149 S.F
<br />STOOP AREA= 186 S.F.
<br />TOTAL IMPERVIOUS AREA= 5,977 S.F
<br />COVERAGE = 6.7%
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />TWP.117 - RGE.23 - SEC.06
<br />HENNEPIN COUNTY
<br />BOOK XXX/PAGE XXX
<br />ORONO,
<br />MINNESOTA
<br />OFFSET IRONS
<br />ELEVATIONS ARE TO THE TOP OF PIPE
<br />OS #1 = 995.65
<br />OS #7= 988.70
<br />OS #2= 996.33
<br />OS #8= 988.57
<br />OS #3 = 996.53
<br />OS #9= 990.19
<br />OS #4= 994.75
<br />OS #10= 993.38
<br />OS #5 = 993.25
<br />OS #11= 994.10
<br />OS #6= 990.08
<br />I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT
<br />REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF:
<br />LOT 5, BLOCK 1, BAYSIDE MEADOWS, ACCORDING TO THE
<br />RECORDED PLAT THEREOF,HENNEPIN COUNTY,
<br />MINNESOTA
<br />AND THE LOCATION OF ALL BUILDINGS, IF ANY, THEREON,
<br />AND ALL VISIBLE ENCROACHMENTS, IF ANY, FROM OR ON
<br />SAID LAND. AS SURVEYED BY ME THIS 18TH DAY OF
<br />SEPTEMBER, 2013.
<br />David B. Pemberton, Professional Land Surveyor
<br />Minnesota License 40344
<br />CERTIFICATE OF SURVEY
<br />GONYEA HOMES
<br />ao�3��o�r
<br />7.5
<br />RECEIVED
<br />OCT 18 2013
<br />CITY OF ORCNIO
<br />FILE NO.
<br />31202-150
<br />1
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