The URL can be used to link to this page

Home My WebLink About2012-permit 2012-01026NORTH 30 15 0 15 30 60 SCALE IN FEET ASBUILT LEGEND FTE Denotes First Floor Elevation TFDN Denotes Top of Foundation Elevation WOE Denotes Walkout Elevation LOE Denotes Lookout Elevation AIS Denotes Advertising -Informational Sign AC Denotes Air Conditioning Unit BFE Denotes Basement Floor Elevation CB Denotes Catch Basin CBOX Denotes Curb Box COL Denotes Building Column BEE Denotes Building Entrance Elevation TB Denotes Tele/Comm. Box/Ped CHH Denotes Communication Handhole CMH Denotes Communication Manhole CONC Denotes Concrete Surface CMP Denotes Corrugated Metal Pipe/Size DIP Denotes Ductile Iron Pipe/Size EB Denotes Electric Box EH H Denotes Electric Handhole IRAN Denotes Electric Transformer EMH Denotes Electric Manhole EM Denotes Electric Meter FH Denotes Fire Hookup FP Denotes Flag Pole FES Denotes Flared End Section/Size GASV Denotes Gas Valve GFE Denotes Garage Floor Elevation GM Denotes Gas Meter GDL Denotes Ground Light GP Denotes Guard Post GYW Denotes Guy Wire HCS Denotes Handicap Parking Sign HYD Denotes Fire Hydrant LP Denotes Light Pole MB Denotes Mailbox NOP Denotes No Parking Sign OHU Denotes Overhead Utility Line PKS Denotes Parking Sign PI V Denotes Post Indicator Valve RCP Denotes Re-inforced Concrete Pipe/Size RD Denotes Roof Drain SCO Denotes Sanitary Cleanout SMH Denotes Sanitary Manhole SV Denotes Septic Vent STP Denotes Stop Sign STMH Denotes Storm Manhole TRS Denotes Traffic Control Sign TL Denotes Traffic Light UGC Denotes Underground Communication Line UGE Denotes Underground Electric Line UGG Denotes Underground Gas Line SAN Denotes Underground Sanitary Sewer ST Denotes Underground Storm Sewer UP Denotes Utility Pole U LP Denotes Utility/Light Pole TNH Denotes Top Nut of Hydrant WMH Denotes Water Manhole WV Denotes Water Valve WET A-1 Denotes Wetland Delineation/Flag Identifier Denotes Existing Contour 980 -Denotes Proposed Contour • Denotes Found Monument - As Denoted Q Dentoes Found Cast - Iron - Monument 0 Denotes 1/2" by 14" Iron Pipe Set and Marked by License No. 40344 1031.4 UP x 1Q OHU s, ✓Z. G3; .1T8 co / co ..-----j12_ 1032.8 OHU -. - - - UP 0 �-- ___7 . . _ .x 1033.`=6--OHU cn):D- OHU -� --,� 1031.0 1034. ;f � r�.., . 4� - 1034 -� - r ...._ �W*TER R' %-N VVINT ._Mnze Q� / -a 1,032.0 __..wxi 11 / / J ROOD ENTRANCE 1 4 8 x^034.5 x 10 33.9 /1032.1 Z/ _ x1034.g 34.310=4.----�� / ®' < INSTALL NEW 12' CMP 11T33.4x___- _ x 1032.9 I / i (,"_5'5.7 TB _ _ 1032 ., 1032.4 `031.8 FD 1/2" OPEN S89°09' " / 034.6 x1034. --,.' � 275. oo cMP , 2 '4�Gii �/-��a�k IN�AryG�F, A P D UTI EASE 1036.9 \ �� 3.9 1083. 1030.5 , 036., �� x x. �40LSLT MNCE_x 1036.5 x .2 x _\x_FD 1p2" OPEN' // x 1035.9 fr!�' I/(1�03c6.0) \ \-- I I \ \ 5 / \ x(1036105) / / I \ I W 13 30 x ' � o, I, I x 1036.7 I VX 1 .2 036. `n x(1036.5) x x1037.3 ,036. x (1036,\0) I \ I x x 1034.6 � (1036.0) I �Oj O),35.9 x 1034.7 1 x 033. \ ' I x 1035.4 x 1 ,036.7 I \SFo _ 1036.7 - (ter----•-1.�- „` x 10 PRIMARY STRUCTURE SVW. LiN®37.3 I �'Pi 1036.4r - x 10 :3 1037.4 - 30- -3 /1 / 7� 1 1- - / \ \ xHP(10.2 PROP0_gO WALK 5 30 \ \ x1 (1037.3)" 1038.21 (1037.01037.4 x x1048 x,,;," 4\% x')`73 ^X 1036. 1 1037.7 .1037.71M h 16.5 1038.71 X 1036. /10378 -1035.5 I- I j /�\ L LL 1037.7 x 1037. - O n�j 1038.1 i 1 � -I\ 1037. �` \ N GF DRIOP N1 1034.x) L _ V x 103 .5 / / \ \ 1Gtr6t8��'1038. 0�8., ;Tot7w 1038.0 �Jjl I037.9 033^9 4J 1036.5 x x 1031L ,14 2 X13. V 10388`} k), � 1037. � � \ 960 ( 1037.1 / mat tc)FFEE0:;$ 0 75 / , j 6F OP h H 103U8 OPOS�lj ROUISE O'3bt8 / I / 1 1-y 2- 1022�j �7FND 1 10.3�i / I > 10.321 Q0 / 32.0la 1 .5 16.'=3 1T07j { 1 \ 8.3 LAE 16(301 LOF WNW x x x a : . , 1 �. . \ / x 103k.8 / O Nw 10 23.0 ^ % 1 .8 1032.7 I U) 3 .9 \ I / / O �J 1 \ / / N 1034 / 1 , 55 5 1 m 1� 1035.7 '13.3^ 1038 / �.�� oM°` -_1 O 1-1 / r1)� 11 029 1 i 1 1037.2 0,37.0 /x 1037. ^ 1o3Z 8 - -� I > 0 / / J� 1 8 /0 x1 • .4 x1 .�x 2.3 I I O \ �I- I / l lit 10 1 x ' 1 ,036.3 / x 1 1.5 % \ /7h1�.3 / / / x10 \ / W w I 2 - / / / / 1!'S34 4 1034 .5 x 1030.2 \ 103 to x 2v \ N ( 10.2 / / 1028, x 0340 1010.4 \ / / 1033.5 .dr N 1$ 1030.4 / p r7 `/ N W > \ / /p0 x / x�t828�6 - - `_ O x 1033.5 / / o i I � I \ I x O I J \ Z I Y- I _ (-�� ' / 1=029.4 1(&511 � �� - - 1 \ = .8 _ V� tTt 1032 / i \ \ / i i 10SO1029.4 \ \/ 1030.0 m \ 1 .9x 1 - 4 1034 1 9 1029.0 102 \ i I 1028.5 _ 103j x 8.1 >x 1.8.2 X 1 2 \ / / x 1027.5 - - - 1033.7 x • x 1033.2 -0'(18 - --1028- 1029.5x I i T 1032 x � -1 ,033.1 /1 x3 I m �'I I IC �EXIG _z L _ - ' x 6 _ I l 74- X028.1 1027.x 1026.4 0 ao - -1026 - +-9 z6 -Ci ` - - - x,025.9 x1027. BITUMINOUS � - -, x1028.2 / x <v:24.5 � \ x Ld 1 0 I x 1025.5 \ W _"' "" \ I I I> I x 47 S 0� ��\ x1026.2 x 2 =/ � \ 02 -` '/1 \ / AS4.6 CO / 1025.5" �� x 1025.7 --1024--_.It \ V ' EB 3.1 ® _ S/LT 5.5 af Cr 117 22 2 I-- � n r _ /-\qD4� '' ��J...; - / 1024.5 x� 614 A ' / TH #2 R -OT 8$ 1Q24 , / �� _ ___ _ x102-3� x1o23.s� -_� --- \ 5 � 9 0 0 �x�(024.,^.: x 1023.5102.3 x i02i -1024 / / 102 .3 PR�'�SFD SEPTIC SITE SO / / APPROXIMATE EXISTING - / #1 -OT SEPTI y 8s° $s82 #3 R-o�\ 58Y.66 20 / \ / -- R=50.00 ~� ` 021102 .2 / 0=67012'54" / - - - - _ Po w \x2 2. C=55.35 / C B.=S25°51'�8"r x FD21 "OPEN -=2 ��2.6 x22.4 - / 5 -x 1 _ - EASEMENT -1016 -� p AND UTILITY e�9 - x015.9 x 10167 �\ / _ FD , f 2" OPEN / - 5� 30 00" W 27 FD �� - - % 1016.9 - _ 10017.6 \. / x 1015.4 41= . x1 616 \ 1020 `x x1015.1__ --91)216.1 \ x1016.5 \ \ \ 101.2 \l;;ti, Oi6.9 / / x 1 / \ \ \ x F 2` 7 x '`21.7 \ x1016.4 ------ J1�/ .3 / / \ \ 1018.0' - � \ x,219 .4 /1016.5 -- � 1015.0 x/f10 0�5 - -/ / / \ /\ j"'� (\ 1 x 1015.9 - _ > / i 016.5 � �\ T A L - �- f. /--\ 1 I \ V `' � FES / � �_ n / x 1014.1 e/ DESCRIPTION OF SUBJECT PRC PERTY I Z a (D2 Lot 1, Block 1, OLD CRYSTAL E,6 Y ROAD ADDITION, according to the recorded plat thereof, Hennepin County Minnesota RECEIVED SITE ADDRESS FEB 19 2013 2645 Watertown Road, Orono, ND CITY OF ORONO NOTES This survey does not purport to sh( � i all underground utilities. The source of information from plans and markings will be combined with observed eN a lence of utilities to develop a view of those underground utilities. However, lacking excavation, the exact locat c of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. The contractor shall determine the tact location of any and all existing utilities before commencing work. The contractor shall be fully responsibl for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE C LL at 651-454-0002 for precise onsite location of utilities prior to any excavation. No title commitment we provided i was relied upon as to matters of record. The subject property appears to lie v,ithin Zone X, (area of areas outside the 1 -percent annual chance floodplain, areas of 1 % annual chance sheet fl, r v flooding where average depths are less than 1 foot, areas of 1 % annual chance stream flooding where the contribt Ling drainage area is less than 1 square mile, or areas protected from the I% annual chance flood by levees. No Ease Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.), per tl e National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 27053C0302E, dated Se )ember 2, 2004 as acquired from the Federal Emergency Management Agency Web Site. Area Information: Lot Area = 11 ).795 Sq. Ft. - 2.54 Acres Current zoning and setback information: Zoning: RR -B 1 Building Setbacks: Front Yard - 50 feet Rear Yard - 50 feet Side Yard - 30 feet Building Height: 30 feet *Zoning and Setback information provided by the Planning Department of the City of Orono. Survey coordinate and bearing bas s : Assumed No modifications to this survey or ;ketch may be performed by any person other than the surveyor signing this certification or persons under his d'rect supervision. Its reproduction and redistribution without proper consent is prohibited. Benchmark: MnDOT Geodetic B( nchmark: 2713AF - In southeast corner of bridge on Old Crystal Bay Road and Trunk Highway No. - Elevation = 1030.62 feet (NAVD88) PROPOSED ELEVATIO'VS PROPOSED GARAGE FLOOR ELE ✓ATION = 1038.5 PROPOSED TOP OF FOUNDATIOt I ELEVATION = 1038.8 PROPOSED WALKOUT FLOOR EL NATION = 1030.1 ASBUILT ELEVATIONS PROPOSED GARAGE FLOOR ELE /ATION = 1038.1 + 0.33 = 1038.4 (FLOOR NOT POURED) PROPOSED TOP OF FOUNDATIOV ELEVATION = 1038.8 PROPOSED WALKOUT FLOOR EL VATION = 1030.1 APPROXIMATE VOLUME CALCULATIONS FILL = 849± C.Y. CUT = 325± C.Y. TOTAL FILL = 524± C.Y. I hereby certify that this surve �, plan or report was prepared by me or under my direct supervision a id that I am a duly Licensed Land Surveyor under the laws of the State of vlinnesota Dated this 1 l th day of Octobe2012. SATHRE-BERGQUIST, INC avid B. Pemberton, Professi� )nal Land Surveyor Minnesota License No. 40344 REVISIONS REV. HOUSE/POOL ELEV. 11/02/12 DBP DROP HOUSE/REV. GRADES 11/03/12 DBP FDNASB 11/23/12 DBP PRELIM - GRADING ASB 12/05/12 DBP O M D LO • U� O O O ZLo .. N V, O M D LO V ~ ry Q MW W Q W Q Q y W M 2 0 O 07 /^ vJL0 O 4oRs J co � To.co DKAWN DBP CHECKED DBP DATE 10/10/12 SCALE AS SHOWN JOB NO. 31380-004 FILE: BNDRY-ALTA.DWG TOWNSHIP - RANGE - SECTION 117-23-04 HENNEPIN COUNTY BOOK: 184 PAGE: 09 SHEET OF