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HomeMy WebLinkAbout06-28-2018 Foundation As-BuiltFND IP 1 1/2 POST 991.0 j r, �) -J, C--) �J C l I /1 T W L(7 i A O O Z I /1T u I 0 NO. BY ALL 0 EMW DRAWN 5 JPR EMW 6 EMW rn 7 EMW DBP N W L(7 i A O O Z I /1T u I FIELD CREW NO. BY ALL 4 EMW DRAWN 5 JPR EMW 6 EMW CHECKED 7 EMW DBP 8 EMW DATE 9 EMW 6-26-18 10 EMW DATE 8/7/2018 8/21/2018 8/23/2018 2/28/2019 3/5/2019 5/19/2019 10/8/2019 99S 3 WETIB 981.1 I /1 T A A, I X7 �. x 9 ' /9�?9 x�J�s 9889 �4� 9 T E x X 9 /- x C gab 9 983.1 82� e 832 FND 1P OPEN \ 0988.1 S89°04'55"E 261.95 991.7 y991.0 / 24 b- 989.9 989.1 98i1 ® / FND IP OPEN �b 9 4. /98 / 983.1 \ \ 982.3 20.1 / �� 989.2 � 0987.0 I (� 12" 8 9 � 9 f P"q \ 990. 15" '0 985.2 / / ;;T A -3 14 WET - 82.0 989.988. r? ` / 2. // // BSBL-BSBL -BSBL -BSBL-BSBL 93L-L-B9BL-s� �FAD` A /e?' 989.2 x 9cy> \ I C- //0 / 10 /yo / / x98 // 66 \\ -6 O / WDS \ sa SB e 586.5 Fu SEPTIC E \ I / 35� WETLAND SB x SETBACK AUD. SUB. NI). 23 9860 Ld 9836 m I �`b x r 9895 ix I \\ \ \ 1 36 846 \ o i x 98 .0524 I c 9 3 \ LAT / NO MA IN 990.6 \ \ \ IJ I 24B /x 998.068��� � � ���� x98 / / x9 3.9 LLJ 991 2 �AIH / UPHILL C RNER ROCK BED \ i \ U T31 � 1 8S� .0 / I o \ \ ix x x 986.87 2811 9 - EN- �PT C\ UND _ -'� LA / CORNER FUTURE\ \ / / / LOT ll x 984.E Q - x 9 0.43.9 9 5.2 28' x / /\ \ I x 985.5 991.8 20' x Q < x 9 4.41 t 991.7 xx "- \ S/LT FENCE x 985.9 -986 x 985.2 9 3�x x198 JI __985 � 991.6 \/ 1 \ sBSB PROP TANKS / 945 \ 984.6x8 .3 J 10p35 \ 986.7 I - - - - - I i -x / e 985.3 98 5 986.2 „ x 985.8 x 986.7 J� x 92.543 i �' -----r-�- Ix 986.} 36- r �Iq \ o \ /--------- RO - D- ---�c�J89. 986.2 x 987.1 x 986.7 /� WOODS I A LATH /UPHILLR ROC E9� \99 9B9 x 986 x 987'7 Sfi: m \ _ - �9 986.6 986.4 99Z 90 90 0.2 88 x 989.1 88 88988.1 987.5 .............. .:. _......... TRAM N. 9 1 ..........::.... .... _ ON 9 71 34 1 C 9 990. U. S N S T .............. L1 / 993.3 _ - - _ /� �jl 9�J2.3 989.8 '::.:':.:::..:':.': .....'......'.':::'.:':.::' : :.::::.:':.:::'.'.'::.:.:':.' .::... 86. -�C - 9 �• 9 9. 9 9 i 4_ 2. x ,q } / 990.10 \' oi� _. 992 - ..:;'::;;;:::':'......':::':::::'......;::{4:('i:;4:;'::;;':: }:.......::::: ....:......:.'::. ._.:..'.'........:':.:: i 0-.-:::.::::-.-:::.::.-EX15-.IN:�:::R:A,UE..-:.....-::.....-..-....-..- o OS #3 _ _ 99� .'..'......'::......':::::.':.'::.....'.'............ 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I n m �8g..5::.::::::::::::::.: 988.6 \ I x 987.5 ( WASHOUT ' v / I z !Q AREA 99 .3 OS # x -1 A o .p -1 �. r.': E::i4i:{': �- 988.81 988.2 O x......... I x 991.51 m o _ x 9 7 SEPTIC\ \ / / m.:....... .... nn / W I 98 .2 X88.6 m� a °. .. ... 9 N 9188 4 x 87.9 _- x 986.6 x 9 6. x ...... o % 994.0 I �00� ; (. ::::::::::;::; 989.6 I --- 4211 --- 54'3+--- ----- c / v' I l9 X 988Q z-{oi.:.' ?:v???i:'i?:Y...' / x Sg \ 9�V I / \ v _............... � o 0 9.:::::':::::::: N 8 J.: x 991 3 * 990.0 9 0 z _...._.......::'. �.:'. �.'.......::::.': / x 989.3 o � ....::.::.'::.'::\ P. :1<: 988.6 lir `iri r i.i f 989. N x I Q I ' 9�) 988.2 2.0 �,, 90 /::;�':':::':::�:::'::: 993. x 987.1 x 986. 98.6 I ..................... 9 6. � 8. �\ I t I I co 11.0 J 1 x 1.5 x 98 � o o� � x x 991.2 w 1 WOE= 992.8 c 991.0 OS #I x 988.7 989.3 p 9:: -:::::(' :::::::: .....:::::::::.. �9 m X x 98 22S 40p 4037 9g0 \ \ 92 994.6 I \ 9 9 4 99a 9g0' DECK 988.5 0�0 C SFD W lS 4 K�9 994 3 �8 \ �x gg2.7�993/. 989.6 �� 1990.1 �9 0 x FOOTING8.7N BEE- R%STq`q�gOi/T 36 062Jr / WELL' 'S x 992.9 \ x 991. x 990.X 989.8 �g� x 98 .5 x 7 2h 986.7 ROgo 9 4.A x 991.7 I `9 9 x 987, 8.0 x 99 2 -g88.� 11.2 1 \ d \ I GEE= S #5 10 � �, �8.1 99� � x 99// 91) � J � ww � 995.1 � ',5 0 189.47 SEPTIC CLEAN T IN C _ \ 993.3 / x A94J c n `r, WWe o, ��' x 989.6 \ f o \ \x 992.6 993 9994. 0 X�9gSs�O g'�4.0 x x 9g4 \ I x 991.6 90.0 \ 987.E 98 x 98 C4 9 8. < \ g94 992.7 8 x FOOTING 4038 EC%C 5. 9g69 n/ x 994.4 �+ �� x/992.8 992.7/1 991.h1� I V I �� --- x 993./ Z \99 DECK 9 2g 4.0 `o' x99 - �� I x 994.4 \ A X •O - �6 Qti �b o J 10 II / 32" S6 SB co 4i O1 x 9 5.8 x 98� 4 987.9 x 8 .Ox1987,8t 8. 9 993.5 w � 1 rn I WOODS 94.7 m� o ��� �� / x 993.6 995.6 \Z \ x 991oN - / OS #6 x 92.2 x 9 \ 95.0)N' 6 x 993.65 O 0990.05 x 992.4- x1997.0 x g J 9 � 886- o. g94 991.22 91'0)99e 0 x 9 ��� x 88.8 AS \ OS 1 x 988 4x 88.1 9 #8 0 x 99 x 991.6 (990. 990.0 l9 36 x 994.08 \ S/L T FENCE 1990. 90.2 _ I x U-tea-lase-iese\less- less =nese-lase-lase- lase--rese lase-telam x 98 .8 �e-ease-lase-lase 995336" \ \ %� / / f�28" � I x 988.8 // / 991 g 995.6 �� / 93) x99 991.1 o �i x 98 .6 x 88.3 9 9.7 7 \ 30" I � c� / A 9 0.1 36" p x 9 88. E 5 x9 32 WOODS 990. "' 886 x WOODS 993.4 I--CONC. /� 9885 88.5 I'\ 32"I STOVE / x9 END IP OPEN 30" \ 993.399 / 30" I 988.6 996.4 0 1 g ; 0989.6 �. 997.1 - - o 0) \AQ" 991.3 B 990.3 X1 • " ' 030" 996.9 "61 FND IP 1 1/2 POST 996.3 REVISION CITY COMMENTS STAKED HOUSE WATERSHED COMMENTS LOWERED HOUSE, REVISED TAKEOFF REVISED GRADE BEHIND GARAGE FOUNDATION ASBUILT REVISED GRADES 9j s' 996.4 -99F 0 U26 x „ 989.5 9 12 88S 988.9 24" N89°25' 16"W 262.3124" 2" 990.1 989.2 JUDICIAL LANDMARK- --" I /1T -1I'' A FOUND c L_VJ I I \,J L, L_NJ r \ `t T n I n\/ I=) /1 n /\ F-'\ n I T I n fN I \-/ L _ L) I \ I �; I /-\ L \-/ /-\ LI/ /-\ L) LI/ I I I \-/ I USE (INCLUDING COPYING, DISTRIBUTION, AND/OR I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 19t day of Jul 2018. 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 �jtp C LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 RESULTING FROM ILLEGITIMATE USE. pemberton@sathrc.com 0 C ��RS S URbF LUco w N c �4 LFR S P V P� 661 Ov V DESCRIPTION OF PROPERTY SURVEYED (PER CERTIFICATE OF TITLE NO. 1106747) That part of Lot 10 Lying South of the North 371.35 feet of said Lot 10 and East of the West 685.18 feet of said lot 10; That part of Lot 11 lying East of the West 685.18 feet of said Lot 11, Auditor's Subdivision No. 230, Hennepin County, Minnesota. NOTES 1. Site Address: 225 Old Crystal Bay Road South, Orono, MN, 55356 PID: 04-117-23-24-00-02 2. Flood Zone Information:This property is contained in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of I% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map, Community Panel No. 27053C0301E, effective date of September 2, 2004. 3. Parcel Area Information: The Gross land area is 77,486+/- square feet or 1.77 +/- acres. 4. Benchmark: Elevations are based on MNDOT GEODETIC MONUMENT #81490 (2713 AF) ELEVATION= 1030.628 feet (NAVD88) 5. Zoning Information: The current Zoning for the subject property is RR -113 per the City of Orono zoning map. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono web site. SETBACKS: Front = 50 Feet Side = 30 Feet Rear = 50 Feet Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the conclusive restrictions for this site. 6. We have shown the location of utilities on the surveyed property by observed evidence only. 7. The wetland delineation was performed by Kjolhaug Environmental Services on May 5th, 2015, and the delineation flags were located on May 8th, 2015. Proposed Elevations Offset Irons Proposed Garage Floor Elevation = 996.2 (elevations are to the top of pipe) Proposed To of Foundation Elevation = 995.7 p p OS #1= 91.59 Proposed Basement Floor Elevation = 987.0 OS #2= 91 59 Proposed Coverage Lot Area = 77,486 S.F. 6 = 4,534 S.F. Lot Coverage = 5.85% Proposed Excavation O Cut Volume = 480 Cu. Yd. Fill Volume = 2,289 Cu. Yd. Ln 00 = 1,809 +/- Cu. Yd. Fill Needed V SURVEY MONUMENT FOUND N w ELECTRIC METER LIGHT POLE `0L) POWER POLE O SANITARY MANHOLE 0N /o . SANITARY CLEANOUT O O SIGN U7 LL (972.5) PROPOSED GROUND ELEVATION ® STORM DRAIN TELEPHONE PEDESTAL r� E nV F-�ll N M� TWPA 17-RGE.23-SEC.04 O \ A X •O - �6 Qti �b o J 10 II / 32" S6 SB co 4i O1 x 9 5.8 x 98� 4 987.9 x 8 .Ox1987,8t 8. 9 993.5 w � 1 rn I WOODS 94.7 m� o ��� �� / x 993.6 995.6 \Z \ x 991oN - / OS #6 x 92.2 x 9 \ 95.0)N' 6 x 993.65 O 0990.05 x 992.4- x1997.0 x g J 9 � 886- o. g94 991.22 91'0)99e 0 x 9 ��� x 88.8 AS \ OS 1 x 988 4x 88.1 9 #8 0 x 99 x 991.6 (990. 990.0 l9 36 x 994.08 \ S/L T FENCE 1990. 90.2 _ I x U-tea-lase-iese\less- less =nese-lase-lase- lase--rese lase-telam x 98 .8 �e-ease-lase-lase 995336" \ \ %� / / f�28" � I x 988.8 // / 991 g 995.6 �� / 93) x99 991.1 o �i x 98 .6 x 88.3 9 9.7 7 \ 30" I � c� / A 9 0.1 36" p x 9 88. E 5 x9 32 WOODS 990. "' 886 x WOODS 993.4 I--CONC. /� 9885 88.5 I'\ 32"I STOVE / x9 END IP OPEN 30" \ 993.399 / 30" I 988.6 996.4 0 1 g ; 0989.6 �. 997.1 - - o 0) \AQ" 991.3 B 990.3 X1 • " ' 030" 996.9 "61 FND IP 1 1/2 POST 996.3 REVISION CITY COMMENTS STAKED HOUSE WATERSHED COMMENTS LOWERED HOUSE, REVISED TAKEOFF REVISED GRADE BEHIND GARAGE FOUNDATION ASBUILT REVISED GRADES 9j s' 996.4 -99F 0 U26 x „ 989.5 9 12 88S 988.9 24" N89°25' 16"W 262.3124" 2" 990.1 989.2 JUDICIAL LANDMARK- --" I /1T -1I'' A FOUND c L_VJ I I \,J L, L_NJ r \ `t T n I n\/ I=) /1 n /\ F-'\ n I T I n fN I \-/ L _ L) I \ I �; I /-\ L \-/ /-\ LI/ /-\ L) LI/ I I I \-/ I USE (INCLUDING COPYING, DISTRIBUTION, AND/OR I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 19t day of Jul 2018. 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 �jtp C LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 RESULTING FROM ILLEGITIMATE USE. pemberton@sathrc.com 0 C ��RS S URbF LUco w N c �4 LFR S P V P� 661 Ov V DESCRIPTION OF PROPERTY SURVEYED (PER CERTIFICATE OF TITLE NO. 1106747) That part of Lot 10 Lying South of the North 371.35 feet of said Lot 10 and East of the West 685.18 feet of said lot 10; That part of Lot 11 lying East of the West 685.18 feet of said Lot 11, Auditor's Subdivision No. 230, Hennepin County, Minnesota. NOTES 1. Site Address: 225 Old Crystal Bay Road South, Orono, MN, 55356 PID: 04-117-23-24-00-02 2. Flood Zone Information:This property is contained in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of I% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map, Community Panel No. 27053C0301E, effective date of September 2, 2004. 3. Parcel Area Information: The Gross land area is 77,486+/- square feet or 1.77 +/- acres. 4. Benchmark: Elevations are based on MNDOT GEODETIC MONUMENT #81490 (2713 AF) ELEVATION= 1030.628 feet (NAVD88) 5. Zoning Information: The current Zoning for the subject property is RR -113 per the City of Orono zoning map. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono web site. SETBACKS: Front = 50 Feet Side = 30 Feet Rear = 50 Feet Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the conclusive restrictions for this site. 6. We have shown the location of utilities on the surveyed property by observed evidence only. 7. The wetland delineation was performed by Kjolhaug Environmental Services on May 5th, 2015, and the delineation flags were located on May 8th, 2015. Proposed Elevations Offset Irons Proposed Garage Floor Elevation = 996.2 (elevations are to the top of pipe) Proposed To of Foundation Elevation = 995.7 p p OS #1= 91.59 Proposed Basement Floor Elevation = 987.0 OS #2= 91 59 Proposed Coverage Lot Area = 77,486 S.F. House Area = 4,534 S.F. Lot Coverage = 5.85% Proposed Excavation Volumes Cut Volume = 480 Cu. Yd. Fill Volume = 2,289 Cu. Yd. Net Volume = 1,809 +/- Cu. Yd. Fill Needed Asbuilt Elevations Garage Floor Elevation Top of Foundation Elevation Low Opening Elevation Basement Floor Elevation SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM OS #3= 91.22 OS #4= 90.10 OS #5= 89.47 OS #6= 90.05 OS #7= 91.22 OS #8= 94.08 = 995.1 + 0.33= 995.4 (Slab Not Poured) = 995.7 = 989.2 = 986.7 + 0.33= 987.0 (Slab not Poured) O• CAST IRON MONUMENT ® CATCH BASIN 4 I n D4 GATE VALVE < GUY WIRE LOWEST OPENING ELEV. _- HICF 1.. - Ii - f O SURVEY MONUMENT SET V SURVEY MONUMENT FOUND 0 II ELECTRIC METER LIGHT POLE `0L) POWER POLE O SANITARY MANHOLE '1 SANITARY CLEANOUT C SIGN 972.5 LL (972.5) PROPOSED GROUND ELEVATION ® STORM DRAIN TELEPHONE PEDESTAL 51 - i E A/C UNIT N N TWPA 17-RGE.23-SEC.04 Bpf 6 [ .,,Jo .. �.: I T� O �(,� TR. '- fl,1i41 Y S C 1 - �0 : M A A L P O• CAST IRON MONUMENT ® CATCH BASIN 4 FLARED END SECTION D4 GATE VALVE < GUY WIRE LOWEST OPENING ELEV. HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND 0 SURVEY CONTROL POINT ELECTRIC METER LIGHT POLE `0L) POWER POLE O SANITARY MANHOLE ® SANITARY CLEANOUT SOIL BORING SIGN 972.5 EXISTING GROUND ELEVATION (972.5) PROPOSED GROUND ELEVATION ® STORM DRAIN TELEPHONE PEDESTAL STORM MANHOLE ❑A A/C UNIT O WELL TWPA 17-RGE.23-SEC.04 X972.5 0 C 20 10 0 10 20 40 SCALE IN FEET SURVEY LEGEND WOE WALKOUT ELEVATION FFE FIRST FLOOR ELEVATION GFE GARAGE FLOOR ELEVATION TOF TOP OF FOUNDATION ELEV. LOE LOWEST OPENING ELEV. © CABLE TV PEDESTAL 0 ELECTRIC TRANSFORMER OE ELECTRIC MANHOLE OE ELECTRIC METER © GAS METER © GAS VALVE ❑H HAND HOLE OVERHEAD UTILITY SOIL BORING RAILROAD TRACKS TREE CONIFEROUS SANITARY SEWER TREE DECIDUOUS O TELEPHONE MANHOLE ❑T TELEPHONE PEDESTAL O UTILITY MANHOLE ❑U UTILITY PEDESTAL ws WETLAND BUFFER SIGN X972.5 FOUNDATION ASBUILT ELEVATION 1. BITUMINOUS --d-�- BUILDING SETBACK LINE CTv CABLE TV CONCRETE CURB CONCRETE -960 - CONTOUR EXISTING 9so CONTOUR PROPOSED ----�-�- GUARD RAIL DT DRAIN TILE ELc ELECTRIC UNDERGROUND -X-X- FENCE FO FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND oHu OVERHEAD UTILITY RAILROAD TRACKS > SANITARY SEWER STORM SEWER TEL TELEPHONE UNDERGROUND UTL UTILITY UNDERGROUND WATERMAIN Hennepin County CERTIFICATE OF SURVEY FOUNDATION ASBUILT O RO N O 1 PREPARED FOR: MINNESOTA GORDON JAMES CONSTRUCTION FILE NO. 31380-021 1 � 1