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75 Bayside Trail - 06-117-23-22-0030
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2013 Foundation As-Built
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Last modified
8/22/2023 5:25:17 PM
Creation date
12/3/2019 1:49:36 PM
Metadata
Fields
Template:
x Address Old
House Number
75
Street Name
Bayside
Street Type
Trail
Address
75 Bayside Tr
Document Type
Survey
PIN
0611723220030
Supplemental fields
ProcessedPID
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\ I, X 993 Z _m _....{: j r'T (s ON o's.0 41s, i'15111 , <br />oA <br />c o 8 T ,3 :90 e <br />OSt 83.4 <br />-k''9 � is ,I� "�-� '�/` �``. •� ' � � � � <br />993.5 `�? pig ppp>t 7n <br />TREE UNE \ d 1 r 5b'4 <br />990,Y9C6 3 \ <br />1985.2 � `•t � / 1 <br />.. X 990.4 cn X maw <br />xi X5.4}x <br />I ) 992.6 7� V9,88.7r-3 <br />44, <br />_' ROSIOf <br />10 <br />i �/j <br />I O <br />�o o I- f <br />./ OND <br />�� <br />NWL 8758 <br />\ s /HWL <br />0 <br />9FP3 .2�.,;? S89'51'19"W 301.12 E1 /91 18Ile 'Ile <br />r F <br />a� oAt <br />y r� I <br />II <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 />CL/JV 1 <br />MNK <br />09-19-13 <br />REVISED CONTOURS _----- <br />R_E_VIS_E_D_E_LEV_A_TIO_N_S <br />REV <br />REVISIONS PER_CIT_Y_C_OM_M_ENT_S <br />--- <br />BY 2 <br />---- <br />----- --------- <br />09-24-13_ <br />MNK 3 <br />_M_NK_ <br />1_0/16/13_ <br />_ <br />CHECKED BY -4 <br />_B_DH_ <br />MNK <br />3/14 <br />4/03/14 <br />____ <br />RE -STAKED HOUSE &OFFSETS <br />& OFFSETS <br />--- <br />DBP <br />---- <br />MNK_ <br />- <br />5/15/14 <br />-----RE---------E <br />FOUNDATION AS -BUILT <br />_5 _ <br />DATE <br />EB <br />L j <br />.............. <br />30 15 0 15 30 60 <br />SCALE IN FEET <br />c����Rs S�RLF <br />LU CP <br />�c�FRS P�P���� <br />ASBUILT ELEVATIONS <br />ASBUILT GARAGE► 995,9 . <br />ASBUILT TOP O: FOUNDATIONi 996,8 <br />ASBUILT BASEMENT <br />FLOOR ELEVATION <br />BASEMENT <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 />HARDCOVER <br />LOT AREA = 89,534 S.F. <br />HOUSE AREA= 2,642 S.F. <br />DRIVEWAY AREA= 3,149 S.F. <br />DECK AREA = 273 S.F. <br />STOOP AREA= 186 S.F. <br />TOTAL IMPERVIOUS AREA= 6,250 S.F. <br />COVERAGE = 7.0% <br />SATHRE-BERGQUIST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />SITE ADDRESS <br />75 Bayside Trail, Orono, MN <br />I rfNrnin <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 />FD,JNDATION REFERS TO TOP OF BLACK DIRT. <br />_DEVELOPMENT PLAN DATA - WO <br />GARAGE FLOOR ELEVATION <br />BASEMENT FLOOR ELEVATION <br />PROPOSED ELEVATIONS <br />PROPOSED GARAGE FLOOR ELEVATION <br />DENOTES SANITARY MANHOLE <br />PROPOSED TOP OF FOUNDATION ELEVATION <br />DENOTES HYDRANT <br />❑ <br />DENOTES CATCH BASIN <br />QD <br />DENOTES STORM MANHOLE <br />A <br />DENOTES STORM APRON <br />O <br />DENOTES SET IRON MONUMENT <br />0 <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 />.............. <br />DENOTES EXISTING CONTOUR <br />.......................... <br />DENOTES PROPOSED CONTOUR <br />........ <br />DENOTES PROPOSED SILT FENCE <br />DENOTES ROCK ENTRANCE <br />X 000.0 <br />DENOTES ASBUILT FOUNDATION ELEVATION <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 />FD,JNDATION REFERS TO TOP OF BLACK DIRT. <br />_DEVELOPMENT PLAN DATA - WO <br />GARAGE FLOOR ELEVATION <br />BASEMENT FLOOR ELEVATION <br />PROPOSED ELEVATIONS <br />PROPOSED GARAGE FLOOR ELEVATION <br />= 996.5 <br />PROPOSED TOP OF FOUNDATION ELEVATION <br />= 996.8 <br />PROPOSED BASEMENT FLOOR ELEVATION <br />= 988.1 <br />PROPOSED FIRST FLOOR ELEVATION <br />= 998.5 <br />SETBACKS <br />MIN. FRONT YARD SETBACK = 50' <br />MIN. SIDE YARD SETBACK = 30', 50' IF STREET <br />MIN. REAR YARD SETBACK = 50' <br />OFFSETIRONS <br />ELEVATIONS ARE TO THE TOP OF PIPE <br />OS #1 = 995.73 OS ,47= 983.68 <br />OS 42= 996.39 OS #8= 988.57 <br />OS #3 = 996,60 OS #9= 990,19 <br />OS #4= 994,76 OS #10= 993.44 <br />OS #5 = 938 19 OS #11= 993.998 <br />OS 06T 939.98 <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 />lD C"�`^J'tEnT <br />David B. Pemberton, Professional Land Surveyor <br />Minnesota License 40344 <br />TWPA 17 - RGE.23 - SEC.06 <br />HENNEPIN COUNTY FOUNDATIONAS-BUILT <br />BOOK XXX/PAGE XXX <br />ORONO) PREPARED FOR: <br />MINNESOTA GONYEA HOMES <br />o 13ur <br />FILE NO. <br />31202-150 <br />F <br />15 gM, 'TYou' <br />2.013 - 01041 <br />1 <br />
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