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s <br />d ° S89°45'29 "E 330.84 - FD 1/2"EN <br />r \ I ire I (rel 1) � - - -_-'o (1011.0) <br />/ ! / <br />X 1008.7) --®+ 10 / / \�^ / // _ ---- - <br />o <br />CA <br />zo <br />_ . <br />_ -. -_._ -1006 ` •-,, Cr1 � t � •,e i <br />- �- <br />5� (� X (1005.6) 0) <br />(1004.3) <br />(1004.3) S89°45'29"E 330.84 (1004.9 <br />10 � _ <br />10 0_2- - - __ - ^ - <br />1004 <br />L` <br />- <br />x10011 1 bi ^es <br />'�- - <br />1002._ 5B <br />51DE PR�6SED -1000- -- -- <br />� / ' \ <br />---CONTOURS <br />1 fY <br />998- - _ -.01, 1-e 1 <br />I <br />... -p OR9SED_5EPTIC ' �, Ile/ I / j i \ <br />SITE A <br />-1000 ®®®I! INVERT ELEVA71 <br />csJ <br />\ X (99 <br />\ I <br />\ rr <br />\ I <br />\ 10 <br />(9912) <br />\ LO <br />\ (990.2) (990.3) <br />/ <br />990.5 , CTS O N <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 ,._ <br />I / x i r •- ` I 992 <br />996.4 1 '.` 90,0 <br />r <br />l ( oS43 't 995.0 x°'� INVER 990EVATJAIet( <br />x996.7 1996.53 �� r <br />0S#2 R r ,�, 994.75 <br />996.33 X -C995-1) <br />9a <br />II 114.2 r <br />--I,----------7__- f -s X15 0LO <br />0 1Q o LO <br />0S#1 <br />995.65 <br />T' �.0 CISx� - f X \ d ✓' / <br />996- -�� <br />d 995.65 w v 9513.25 - `- x 991.89 0 01 LAr <br />_-,. <br />ko <br />/ 0��• <br />o ` - ( <br />"Se <br />,0i0�! \ <br />o <br />'°9ss.s2p 998 <br />TOOPc <br />9 p p <br />'9 , <br />/ <br />p 9tiT•( i ` \ O 0 \ <br />6) x 993.7 Ay0 0 76p r9S l�tr99q& ��V > �Sp 'J88.7 �f \ <br />j 10 <br />993.36 ryo. <br />I x 993.5; ! B>TJ \b 988.57 / // e� <br />TREE LINE,`` <br />j�985.2 <br />I , I <br />/ x 990.4 (0 i x / p N 1 I <br />I <br />x 992.6 f // W ( �ss.7 (a5.0)x �/ e� / `�� � \ I <br />Cb <br />Xrl! <br />PROPOSED <br />M EROSIOW-CQNTR <br />� '- ^�o� /POND <br />�-- <br />-- -- ---- NWL/975.0 ' ) <br />-- ®� - J H*t 976.8 <br />-------1----j %/ , i , <br />Nl( <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. <br />Z <br />= oN <br />u� <br />w <br />c°n co <br />C�FRLP <br />S P <br />CL/JV 1 <br />O <br />0_9-19-13_ <br />REVISED CONTOURS <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 <br />csJ <br />\ X (99 <br />\ I <br />\ rr <br />\ I <br />\ 10 <br />(9912) <br />\ LO <br />\ (990.2) (990.3) <br />/ <br />990.5 , CTS O N <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 ,._ <br />I / x i r •- ` I 992 <br />996.4 1 '.` 90,0 <br />r <br />l ( oS43 't 995.0 x°'� INVER 990EVATJAIet( <br />x996.7 1996.53 �� r <br />0S#2 R r ,�, 994.75 <br />996.33 X -C995-1) <br />9a <br />II 114.2 r <br />--I,----------7__- f -s X15 0LO <br />0 1Q o LO <br />0S#1 <br />995.65 <br />T' �.0 CISx� - f X \ d ✓' / <br />996- -�� <br />d 995.65 w v 9513.25 - `- x 991.89 0 01 LAr <br />_-,. <br />ko <br />/ 0��• <br />o ` - ( <br />"Se <br />,0i0�! \ <br />o <br />'°9ss.s2p 998 <br />TOOPc <br />9 p p <br />'9 , <br />/ <br />p 9tiT•( i ` \ O 0 \ <br />6) x 993.7 Ay0 0 76p r9S l�tr99q& ��V > �Sp 'J88.7 �f \ <br />j 10 <br />993.36 ryo. <br />I x 993.5; ! B>TJ \b 988.57 / // e� <br />TREE LINE,`` <br />j�985.2 <br />I , I <br />/ x 990.4 (0 i x / p N 1 I <br />I <br />x 992.6 f // W ( �ss.7 (a5.0)x �/ e� / `�� � \ I <br />Cb <br />Xrl! <br />PROPOSED <br />M EROSIOW-CQNTR <br />� '- ^�o� /POND <br />�-- <br />-- -- ---- NWL/975.0 ' ) <br />-- ®� - J H*t 976.8 <br />-------1----j %/ , i , <br />Nl( <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. <br />30 15 0 15 30 60 <br />SCALE IN FEET <br />= oN <br />u� <br />w <br />c°n co <br />C�FRLP <br />S P <br />CL/JV 1 <br />O <br />0_9-19-13_ <br />REVISED CONTOURS <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 <br />r <br />