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ate. <br />I fl "\ -r 11 <br />L_L/ I I <br />t <br />�J <br />rJ <br />I CnCRin <br />® <br />DENOTES SANITARY MANHOLE <br />PROPOSED TOP OF FOUNDATION ELEVATION <br />DENOTES HYDRANT <br />p <br />DENOTES CATCH BASIN <br />QD <br />DENOTES STORM MANHOLE <br />Q <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 />4 <br />DENOTES PROPOSED CONTOUR <br />......... <br />DENOTES PROPOSED SILT FENCE <br />SETBACKS <br />MIN. FRONT YARD SETBACK = 50' <br />MIN. SIDE YARD SETBACK = 30' <br />MIN. REAR YARD SETBACK = 50' <br />PROPOSED ELEVATIONS <br />PROPOSED GARAGE FLOOR ELEVATION <br />= 1030.6 <br />PROPOSED TOP OF FOUNDATION ELEVATION <br />= 1030.9 <br />PROPOSED WALKOUT FLOOR ELEVATION <br />= 1022.2 <br />PROPOSED THREATER ROOM ELEVATION <br />= 1021.2 <br />ORONO COPY g. (3. <br />I y � <br />r1 I I I / / f f j / % / / 9 I / ! I <br />W W I N o 0 o Neqry, <br />1034.4 1030.7 a�, o �° / / f f / / S89*18'45"E 626.62 <br />NCF) ` S <br />1022 <br />X�-2���2 <br />I!I901,7(n3fI <br />2 CA <br />I.II _ff � ` J/ /:�^'.x%/� 9 /X% j�t / -/I!{ 3 = �/-,'��""_ //�''/ / ` �Ii I/�// _ .'_°/•` ' /{'/�� _ /i - -e- -=/- -s -�/--s°-'o`�_�-�- <br />-- _/ _ _- M _0w xroA'-Z- 1 2 /1003.7 02 A1�(�r-TP/3_e_® '-,-/,-�"P%F /- /?- � i _�.__-.._.-//i ®�IIIII --f•fri- %/_1_ /_ j_ f -f'/ f fr `�! !.", f - / j %�.1IeiTi ~/ //I % `_ ti/ f _ /_/ r� <br />-1/- <br />/ <br />/_!1 <br />� <br />2 41 <br />� <br />fi,1/ 0 <br />x2.5 ?10Z0 1Q. <br />!0 O T1 037.61 022.E x 995.6 p ��O(0 0 ----------- ___ _ _________ _o_ ______ <br />L0 IL0 ETBACKI x 10070 I' <br />______-_______ <br />x .2I 1C 9.6 x 02 .7 101%3. 1002.6 <br />25.5 <br />i g I x 1920.3 am o 97.7 <br />U or avIN i //J / <br />. 021. <br />24.0 993.0 <br />Q NNr <br />{ <br />1(j L <br />0 <br />x102p.41 33oWl { // PRIMARY r <br />Ld 0 o <br />8.0 10�3 <br />LLJ7m SEPTIC <br />Un oz Ir °' <br />to o 0 NQO.aO . OT <br />ON 0 12.0 <br /><v (L 00 21.3 009.ti CI/O x 3� 9. 1031.7 p N <br />�-.a o (x 10 s <br />C1] r- � 033.0 <br />x X(1029.4) crz !1101 E1.4 <br />033.0 w�woN. x 141.k a1p06 % <br />? <br />/F%ALL/S <br />1r' <br />/ <br />IN <br />•- •- N2987.8l WETLAND f <br />` 10 .9 X(1028) =of o, oI I I x 107.82 38.5-0 1030 1418.7 <br />0S x <br />10 x1013.2 9917 <br />.� !9I 21.1 i I0. # i <br />W2.701032.0 x>, "1�(a27,$) x 10071.4 <br />/` 10 o4 1019.5 I x 9610 8' 00� <br />00 x1012.3 1 ��_� ( (. <br />x 992.3 I >.E -4 - Ls 4�-{ri�/ ', <br />co -'- O <br />c <br />X101'o <br />em 3. x1011.7 {x 987./ 1031. 1030.7/ Z-7' > <br />f <br />r <br />fo <br />1 <br />Ln <br />M 030.5 x 1026.8` " / / f o1.6� <br />EB 1�x o2 9 18 33 250j / / o f / i �( I9921.2 <br />/ x <br />% x 022.2 j x1010..f ` ( ! I <br />� �� i,�oo5 f1 <br />x 1027.4 <br />1030. <br />1 i <br />x <br />,f I <br />`j j�jo2s.2 <br />tI <br />x 999.9 x 992.8 i ix 984.3 <br />y <br />I <br />-M���� <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 />HARDCOVER BASEMENT <br />LOT AREA = 94,669 S.F. AT OR <br />CONTOUR = 129.5 S.F. <br />= 256.5 S.F. <br />TOTAL PERIMETER <br />HOUSE AREA= 3,380 S.F. <br />UNDER 1026.7 FOOT <br />DRIVEWAY AREA= 2,181 S.F. <br />TOTAL PERIMETER <br />STOOP AREA= 212 S.F. <br />05-30-13 <br />ADDED SEPTIC SITES <br />COVERAGE= <br />TOTAL IMPERVIOUS AREA= 5,773 S.F. <br />---- <br />MNK <br />COVERAGE = 6.1% <br />OFFSET IRONS , <br />ELEVATIONS ARE TO THE TOP OF PIPE <br />OS #1= 1032.70 OS #3= 1026.67 <br />OS #2= 1032.61 OS #4= 1023.04 <br />50.5% <br />FIELD CREW <br />NO. <br />BY <br />I DATE <br />REVISIONS <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF <br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT <br />DH 1 EMW <br />05-30-13 <br />ADDED SEPTIC SITES <br />DRAWN BY <br />--- <br />2 <br />---- <br />MNK <br />---------------- <br />- <br />07-24-13 <br />------ -- ------_- <br />RESTAKED HOUSE <br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT <br />JML <br />--- <br />3 <br />---- <br />----- <br />07-25-13 <br />------ <br />--------------COMM COMMENTS <br />REVISED PER CITY COMMENTS <br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY <br />------------------ <br />_M_N_K_ <br />-_____ <br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.- <br />CHECKED BY <br />4 <br />MNK <br />____ <br />08-0$-13 <br />____------------------------------- <br />REVISED ELEVATIONS <br />____________________________ <br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE <br />DBP <br />DBP <br />5 <br />MNK <br />08-13-13 <br />09-03-13 <br />REVISED NOTES________ _ <br />- <br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING <br />FROM ILLEGITMATE USE. <br />DATE 6 <br />05-15-13 <br />6 <br />-MNK _ <br />MNK <br />09-05-13 <br />_RE_VIS_E_D_R_E_TA_I_NIN_G_W_A_LL_&_A_DDE_D_T_O_P_O <br />REVISED CONTOURS & ELEVATIONS <br />30 15 0 15 30 60 <br />SCALE IN FEET <br />CITY OF ORONO <br />SITE PLAN GRADING PLAN <br />APPROVED <br />❑ APPROVED W{ EVISIONS <br />0 DIS OV <br />BY <br />DATE_ s />f , ? <br />SATHRE-BERGQU IST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />TWP.118 - RGE.23 - SEC.32 <br />HENNEPIN COUNTY <br />BOOK XXX/PAGE XXX <br />180 KINTYRE LANE <br />ORONO, <br />MINNESOTA <br />CRY Of Orona <br />Planning & Zoning Plan Pavia* <br />Site Plan Review Date: Q Q - j 5 <br />"IFPPROVED <br />El APPROVED WITH REVISIONS (see notes) <br /><0 DENIED <br />Stasi: N\["j <br />1 HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT <br />REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: <br />LOT 1, BLOCK 2, KINTYRE TWO, ACCORDING TO THE RECORDED <br />PLAT THEREOF, HENNEPIN COUNTY, MINNESOTA <br />AND THE LOCATION OF ALL BUILDINGS, IF ANY, THEREON, AND <br />ALL VISIBLE ENCROACHMENTS, IF ANY, FROM OR ON SAID LAND. <br />AS SURVEY D BY ME T IS 21ST DAY OF MAY, 2013. <br />� c <br />David B. Pemberton, Professional Land Surveyor <br />Minnesota License No. 40344 <br />CERTIFICATE OF SURVEY <br />PREPARED FOR: RECEIVED <br />SEP 10 2013 <br />GONYEA HOMES CITY OF ORONO <br />FILE NO. <br />31202-118 <br />t <br />Iii WtyK- W <br />2-0l3- ocor8-2L- <br />0 <br />UA <br />