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HomeMy WebLinkAbout2015 Foundation As-BuiltFIELD CREW NO. BY CT 1 BRV DRAWN 2 BRV BDH 3 BRV CHECKED 4 BRV DBP ELECTRIC METER DATE O GAS METER 09/02/15 CONTOUR EXISTING © GAS VALVE CONTOUR PROPOSED I t h L.C� l V I Lotl t .r. 5 -- akevlevv p -----_ ___--_ 975.8 z000Z6 S84°06'42 E 82.41ar��'ay CK CDMA -- °75_a /--Rock Construction \ / �� _ 975.3 7 - - FND IP 25684 Entrance 973.3- - FN[)Ip -_42 7�- -_, 0 973.1 X68= SO � o ° 968.7 7A68.O��T c7196 .9 y68.5x� 9�� \ 1r0 965.1 ix 966.2 X �. ;� p _C, r4�0�A cS /mac 963.9/ i / 05 ,e /969.0-�` o� / B �r�966 "b a."a '961 C� �S#3 i Canto 967.2 x / w / 970.37r p� OS#I O s9I . , 6� .-- Q /x 971;5Q OS#4 ss 7 965. 0 /2T ���2 ' SBS \ 01 -0972.99 9� �0 0,, •Proposed- , S� Cwt B a N 'S0 s /,Prop Ret. Wall°op 62 V� 965.3 0010 g 9F o \ O �j / I �q X66 ATF ��0 0 , c� \2 2 6" 9�Q x 973.56 x 97 .7 \ 964.9x /�� 20g��V TFO �'0 0.20• 200. 973JOS#5 O ss O 3 09�� Nom' 02 c� W 1973.97 p 4,0,5#11 61 5_ HI A °Fov ts°3o 6912 2C0 �,,�-,O� ' O` s4. 20 P (9j3o� 1 o \5 Proposed ell x 9 4.0 x,9 / f, 961 3 /s g 0 9S L �OSed 9s9' -- - Location do / / 0 > \ ox�rs`38 cke�/ew po/ko,_ o�� OS�5A/ 00 963.9 �h9 0 *� O HO�r arkUt \x 0974.13 -r, o / / //j 633 0, 0 9s¢A way u7� �- Cons r coon \ r 0 096 .48 - - / 961.5 I r I OS#10 0 / 9 �' a O os \11 /o J 965.38 967.3 �3Sx 973. COP ence ` x 973.2 -- - -- -- - - - i962/ 9 4.0�-../ /(9 uo k g> s 973.21 x 973.8 Al 3 x L0 973.8x 3 D \ 968.76 964 - x 967.2 O X c �, �_U - / r / 966 A / x � 7 .51 ` f i ^ oS 1 x 962.9 \� OS#q ' ` I 2 v x 973 r 970 -958 %\ Proposed]��16�6 X20 1 x 71.2 " Pxo .2 Site Septic x / a ; /t / �� /I 7 973.2 Site /i -- --- - - `g56 x 955.5 \ x %30.,�,% �ehoe / / Pati( 9751.7x '` o� / x 957.1 \1 972 0 ! ? I c�, 6' r6, _-- `--50-17Z--- __q --- -- i i / / / / x 970.8 ` m --954_ �`, �.I / p� ^ L-: i Ni / �� m _ 969.0 1 971.3 x \ 970.7 x 952.4 / / ° / 9 5.3 fes- 1 / P� �/ \ --952- I f Contour �� 1 �� / 974 6 W /id \ / l l / t /972.7- 971.4 i� / / �/' �� -_J � d / / x 949.9 - 7 --'_"1 1 / �_ - J_� X96/.5/ / I �f r / x 970.8 -- 89°24'07"E 288 57 -- �74.5Nx --950---' �/ � � � � 1 � � 1� /970.9 /X 967.9° i N - / 1 98.0 I I / 974.1 x 969.4 0 / r _ '� N I i Q ° \ \ / / - ' I I I x 972.7 x 973. / 1'' O \ 948 I I Propo ed Septic ' I I II / i x 970.9 _ �/ \ �/X I I x 9 5.4 `ite �9� Oz N \ 47 \ 1 I I '' x 970.4 \ G .$s2Iot 3I I � / �ac °, /h Zo CPIP 703 x 967.8 4971.'9 z9o--/ O - O ` I / - 966.2 (p X 954.7 O GO x �48. , ` \\ x 9 =.0 R \ , B1 2 y 1 \ x 97o.a \ ��0�5 ��� x 99.8 g66� �'3 5 Q / x i..0 N / % 0 45 2 r \ \ x 964.9 / L� X971.7 \9Q V. 965\3 x % �o ! / / / 6 / �� x91 r 7Qg\\ A 48.7 \ \ ��� -� ..Y \ �9� x / _ _I/ / o� BIOFILTRATION \ x / °) 2 \ \ \ \ \ \ \ y '\ _ x 968.8 I BASIN 10 X 966.1 _ _ I / I o \ BOTTOM= 957.0 959.9 = 01 HWL/ / / / x 966.8 x1956.0 - ' \ � \ \ � \BSy-t/ ---BSB�LBSB-L------- .._..-_ / 994/._2/ -964- / 966.7 x 964'6-/ ° 966-oN �0J`- x 6/ 95.4 L -G - - - - - /// / / % /X 966.0 - i O I ETIP -- -- _ _ --X44--- - _ /88 05}3 "W/ -966 �- - - ,-- _946 - �� /- /- / �/ --�I 506 ��4x I 1.) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 4.) A title opinion was not furnished to the surveyor. 5.) Proposed grades shown adjacent to building foundation refers to top of black dirt. Proposed Elevations Proposed Garage Floor Elevation = 972.7 Proposed Top of Foundation Elevation = 973.0 Proposed Basement Floor Elevation = 964.3 0- --1-- Min. _7__. Min. Front Yard Setback = 50' Min. Side Yard Setback = 30', 50' Adjacent to, Street Min. Rear Yard Setback = 50' Hardcover -Tier 3 Lot Area = 90,254 Sq.Ft. House Area = 2,952 Sq.Ft. Stoop Area = 168 Sq.Ft. Deck Area = 339 Sq.Ft. Patio Area= 275 Sq.Ft. Retaining Wall= 43 Sq.Ft. Concrete Area = 1,725 Sq.Ft. Total Impervious Surface = 5,502 Sq.Ft. Total Impervious Coverage = 6.10% Basement Calculation Total Perimeter at or Under Existing Contour 969.0 = 112.9 Lin.Ft. Total Perimeter Over Existing Contour 969.0 = 99.1 Lin.Ft. Total Perimeter = 212.0 Lin.Ft. Total Percentage At or Below Existing Contour 969.0 = 53.3% Asbuilt Elevations Asbuilt Garage Floor Elevation = 972.4+0.33= 972.7 (NOT POURED) Asbuilt Top of Foundation Elevation = 973.0 Asbuilt Basement Floor Elevation = 964.4 Offset Irons (elevations are to the top of pipe) OS #1= 965.80 OS #2= 966.46 OS #4= 972.99 OS #3= 970.37 OS #5= 973.97 OS #6= 974.13 OS #8= 971.51 OS #7= 973.21 OS #9= 972.15 OS #10= 96538 OS #11= 964.57 I hereby certify that this is a true and correct representation of a survey of the boundaries of - Lot 3, Block 2, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota, and the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land, as surveyed by me this 21 st day of September, 2015. Al,� lrll Enron David B. Pemberton, PLS Minnesota License No. 40344 pemberton@satbre.com / A=3°15'11'1 \ _ - - _ _ �94a- i' // ( \ v R=1004.93 \ CAST IRON MONUMENT x 965 2 -` CATCH BASIN sfBranci R \ \ 9E4- FLARED END SECTION - ✓- - _ -�- -952 _ - / ' \ \ `� CQ GATE VALVE \ �o `\ < GUY WIRE _ X54 _ -�0 r 6 62� 'C' HYDRANT NI/4 OF SEC 7 O SURVEY MONUMENT SET Centerline of West Branch Rood \ (Per Plat of LAKEVIEW OF ORONO) i- -- _ _ SURVEY MONUMENT FOUND \ SURVEY CONTROL POINT LIGHT POLE POWER POLE OS SANITARY MANHOLE SANITARY CLEANOUT \ SIGN 972.5 GROUND ELEVATION STORM DRAIN STORM MANHOLE `-� YARD LIGHT DATE REVISION TWP.117 - RGE.23 - SEC.07 1217l2015 REVISED SURVEY PER CITY COMMENTSUSE (INCLUDING COPYING DISTRIBUTION AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY ���r;S SVRG O Project iClt)/: Orono 12/8/2015 STAKED HOUSE IN FIELD C9 Hennepin County 12/9/2015 LANDSCAPE PLAN AND UPDATED HARDCOVER 12/29/2015 FOUNDATION ASBUILT PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. UJ I p N tco c �G�FRS Q SATHRE-titM UUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 795 Lakeview Parkway JAN 05 HIM CIT` OF frJ 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND ❑A A/C UNIT BITUMINOUS C CABLE TV PEDESTAL BSBL BUILDING SETBACK LINE C ELECTRIC TRANSFORMER cTv CABLE TV O ELECTRIC MANHOLE CONCRETE CURB O ELECTRIC METER CONCRETE O GAS METER 950 __ CONTOUR EXISTING © GAS VALVE CONTOUR PROPOSED -° -° GUARD RAIL DT DRAIN TILE Ed] HAND HOLE ESC- ELECTRIC UNDERGROUND SOIL BORING -X-X- FENCE TREE CONIFEROUS -- F0 FIBER OPTIC UNDERGROUND TREE DECIDUOUS GAS GAS UNDERGROUND OO TELEPHONE MANHOLE °Hu OVERHEAD UTILITY 0 TELEPHONE PEDESTAL 1 111 "' 1 H+H4+++ RAILROAD TRACKS '7__--- TRAFFIC SIGNAL ' SANITARY SEWER OO UTILITY MANHOLE STORM SEWER TEL TELEPHONE UNDERGROUND M UTILITY PEDESTAL uTL UTILITY UNDERGROUND n WELL WATERMAIN FILE NO. CERTIFICATE O F SURVEY 31202-289 PREPARED FOR: GONYEA HOMES 7a5 LRICC01W i QrKwaY 20 IS - o1z3 co j Fnot• Ps vu& [ '