|
® x 931.71-0
<br />M n
<br />m
<br />♦ x 932.1 50 'P,®
<br />o I 25' WETLA BUFFER 31' x 931.9�h
<br />1.9
<br />h ♦ _ � X93 , � Z
<br />X
<br />932.1 �
<br />35' WETLAND SETBAv •� / y
<br />MI 1 f \` --A
<br />04 ♦ I ��
<br />I
<br />931.9 x 932.2 x 932.2 x 932.1
<br />w
<br />` \
<br />w` `( x 932.3 I I LO r
<br />8 I♦�I C) 1 cr x 932.0 N, o Z /
<br />®3 ♦ I CA
<br />x9>a2.0 m r � t C\ W O
<br />L ♦ I J� Z x 932.4 x 932.3 0 932.3 4 G
<br />I
<br />`
<br />a 1 z (
<br />932.2 x J pPOL "1
<br />I; I: x932.3 rQ\ N REF. MONUMENT
<br />m m Z CORNER FALLS IN
<br />OI I. ' 1.7 :a WETLAND
<br />y
<br />r_ 9� p
<br />Z / cV 32.2 j x 932.9 x 932.9 � x 932. � � INV=
<br />n2 I x 932.7930.7
<br />931.9 1 ura 32.9 x 932.
<br />X 5
<br />\ ' n
<br />X 932.2_
<br />x
<br />z
<br />-� x 933.5 � x 933.2
<br />Ix933.0 C ` n IS
<br />♦ SCREEN�3 2 \ 934Y \ \ 7 932.4 @932
<br />URB z
<br />I I PORCH 93 _ RET. 933.
<br />---o STOP z
<br />932.0 x ( ♦ ` g .0 WALL -3�` INV= 1
<br />933.5 �x 933.8
<br />22.0 93214
<br />( 2 ♦ / ♦ x 933.1 Lo. 9 7 \ � � \ \ �
<br />WETLAND x 932• / r<o 936.600 \ n o
<br />C, 4 . \937.6 4.0 x 932.
<br />nD% 1 OEuc - 941.3 �` T ® 34.3
<br />931.7 I 934.1 4.3 ° a Jt `O
<br />933.5 WOE= 94.2
<br />/ / x A x 9,33.3 9.7 943.8 0
<br />O ' x 940.7 `� I
<br />`9�j \`x 932.1 N a , FFE= N 941.2 x 939.4 \ ' 931.6 932.7n _
<br />1 S f I\ x 937.8
<br />�`�� 3.0 939.5 38 0 °
<br />T 9� 193 933.6 UT 15.7 50 ° ° ° 1
<br />�� O ( WALKO ' 1
<br />��i �J1 I ♦ ` 825 WILLOW DRIVE 941.7 k-
<br />�� -TOF N ! 9341 93 1
<br />x 932.7 ° ° 1
<br />941.3 � ° � ' I
<br />FE= °° a
<br />3
<br />,9 x
<br />A ®�
<br />5.0
<br />10.2
<br />♦ x 932.8 I �o _;: ° a ' 36.4
<br />k 932.2 , %On
<br />0 y'p 3
<br />ce r7 ° a °. d °a t n m
<br />0 V x 938.9 \ \ I
<br />ZQ I W , c4 C3 941. S w 1
<br />I I N� vo 36.5 WE .1 � P 5 BIR27
<br />X o ° f 939.:
<br />93 O ---RE _.- x940.9 ® 4 7 °
<br />MELD CREW
<br />NO.
<br />1
<br />DATE
<br />REVISION
<br />JD
<br />2
<br />EMW
<br />10/2212014
<br />MOVED STRUCTURE HARDCOVER
<br />DRAWN
<br />3
<br />-NORTH
<br />LINE OF GOVERNMENT LOT 7
<br />NEW STRUCTURE HARDCOVER
<br />-REF. MONUMENT
<br />4
<br />N89°41'59"W
<br />200.00
<br />CORNER FALLS IN
<br />WETLAND
<br />CHECKED
<br />5
<br />124.54
<br />49.00
<br />18.70 7.76
<br />FALLS IN
<br />6
<br />JJA
<br />2/4/2015
<br />NEW STRUCTURE ELEVATIONS
<br />DATE
<br />WETLAND
<br />EMW
<br />3/25/2015
<br />FOUNDATION ASBUILT
<br />11/23/2012
<br />8
<br />EMW
<br />10/15/2015
<br />♦
<br />PRESERVE - WETLAND
<br />3
<br />GAS UNDERGROUND
<br />TREE DECIDUOUS
<br />oHu
<br />OVERHEAD UTILITY
<br />T
<br />TELEPHONE MANHOLE
<br />,�
<br />" HHH rHH H;1 T
<br />RAILROAD TRACKS
<br />❑T
<br />TELEPHONE PEDESTAL
<br />1
<br />SANITARY SEWER
<br />OU
<br />UTILITY MANHOLE
<br />>>
<br />I
<br />�
<br />i N
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />931.5 ELEVATION
<br />WELL
<br />UTL
<br />UTILITY UNDERGROUND
<br />X972.5
<br />FOUNDATION ASBUILT ELEVATION
<br />♦ I �R`
<br />GE OF WETLAN
<br />- x
<br />0
<br />X972.5
<br />® x 931.71-0
<br />M n
<br />m
<br />♦ x 932.1 50 'P,®
<br />o I 25' WETLA BUFFER 31' x 931.9�h
<br />1.9
<br />h ♦ _ � X93 , � Z
<br />X
<br />932.1 �
<br />35' WETLAND SETBAv •� / y
<br />MI 1 f \` --A
<br />04 ♦ I ��
<br />I
<br />931.9 x 932.2 x 932.2 x 932.1
<br />w
<br />` \
<br />w` `( x 932.3 I I LO r
<br />8 I♦�I C) 1 cr x 932.0 N, o Z /
<br />®3 ♦ I CA
<br />x9>a2.0 m r � t C\ W O
<br />L ♦ I J� Z x 932.4 x 932.3 0 932.3 4 G
<br />I
<br />`
<br />a 1 z (
<br />932.2 x J pPOL "1
<br />I; I: x932.3 rQ\ N REF. MONUMENT
<br />m m Z CORNER FALLS IN
<br />OI I. ' 1.7 :a WETLAND
<br />y
<br />r_ 9� p
<br />Z / cV 32.2 j x 932.9 x 932.9 � x 932. � � INV=
<br />n2 I x 932.7930.7
<br />931.9 1 ura 32.9 x 932.
<br />X 5
<br />\ ' n
<br />X 932.2_
<br />x
<br />z
<br />-� x 933.5 � x 933.2
<br />Ix933.0 C ` n IS
<br />♦ SCREEN�3 2 \ 934Y \ \ 7 932.4 @932
<br />URB z
<br />I I PORCH 93 _ RET. 933.
<br />---o STOP z
<br />932.0 x ( ♦ ` g .0 WALL -3�` INV= 1
<br />933.5 �x 933.8
<br />22.0 93214
<br />( 2 ♦ / ♦ x 933.1 Lo. 9 7 \ � � \ \ �
<br />WETLAND x 932• / r<o 936.600 \ n o
<br />C, 4 . \937.6 4.0 x 932.
<br />nD% 1 OEuc - 941.3 �` T ® 34.3
<br />931.7 I 934.1 4.3 ° a Jt `O
<br />933.5 WOE= 94.2
<br />/ / x A x 9,33.3 9.7 943.8 0
<br />O ' x 940.7 `� I
<br />`9�j \`x 932.1 N a , FFE= N 941.2 x 939.4 \ ' 931.6 932.7n _
<br />1 S f I\ x 937.8
<br />�`�� 3.0 939.5 38 0 °
<br />T 9� 193 933.6 UT 15.7 50 ° ° ° 1
<br />�� O ( WALKO ' 1
<br />��i �J1 I ♦ ` 825 WILLOW DRIVE 941.7 k-
<br />�� -TOF N ! 9341 93 1
<br />x 932.7 ° ° 1
<br />941.3 � ° � ' I
<br />FE= °° a
<br />3
<br />,9 x
<br />A ®�
<br />5.0
<br />10.2
<br />♦ x 932.8 I �o _;: ° a ' 36.4
<br />k 932.2 , %On
<br />0 y'p 3
<br />ce r7 ° a °. d °a t n m
<br />0 V x 938.9 \ \ I
<br />ZQ I W , c4 C3 941. S w 1
<br />I I N� vo 36.5 WE .1 � P 5 BIR27
<br />X o ° f 939.:
<br />93 O ---RE _.- x940.9 ® 4 7 °
<br />MELD CREW
<br />NO.
<br />BY
<br />DATE
<br />REVISION
<br />JD
<br />2
<br />EMW
<br />10/2212014
<br />MOVED STRUCTURE HARDCOVER
<br />DRAWN
<br />3
<br />JJA
<br />12/1/2014
<br />NEW STRUCTURE HARDCOVER
<br />DBP
<br />4
<br />JJA
<br />12/8/2014
<br />NEW STRUCTURE ELEVATIONS
<br />CHECKED
<br />5
<br />DBP
<br />2/3/2015
<br />ELEVATIONS
<br />DBP
<br />6
<br />JJA
<br />2/4/2015
<br />NEW STRUCTURE ELEVATIONS
<br />DATE
<br />7
<br />EMW
<br />3/25/2015
<br />FOUNDATION ASBUILT
<br />11/23/2012
<br />8
<br />EMW
<br />10/15/2015
<br />GRADING ASBUILT
<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 ILLEGITIMATE USE.
<br />Asbuilt Elevations
<br />WALL
<br />940.5
<br />2Z 78 0
<br />WETLAND` x 932.3
<br />934.1 934.9
<br />�9*4�1'59"
<br />\`
<br />' 200.00
<br />9:38.2 1
<br />94 6
<br />Hardcover shall not exceed thirty-
<br />five percent of the gross lot area.
<br />;4"^ 934.0
<br />93
<br />x 941.1
<br />x
<br />w W
<br />LO
<br />N
<br />9 8
<br />\o x 936.9 `
<br />I�
<br />LID
<br />N 538.5 '
<br />GAS METER
<br />Porch/Deck: 317 sq. ft.
<br />o
<br />4
<br />Q,
<br />/�
<br />X 7 M
<br />DT
<br />DRAIN TILE
<br />Sidewalk: 123 sq. ft.
<br />x 941.1
<br />Esc
<br />a } 536.7
<br />yO R I
<br />x 936.E
<br />Bearings are based on the Hennepin County
<br />I 1
<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 ILLEGITIMATE USE.
<br />I hereby certify that this survey, plan or report was prepared by me or
<br />under my direct supervision and that I am a duly Licensed Land Surveyor
<br />under the 1 ws of the State of Minnesota.
<br />Dated this � h day of�il vember, 2012.
<br />David B. Pemberton, PLS Minnesota License No. 40344
<br />pemberton@sathre.com
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />SITE ADDRESS
<br />825 Willow Drive South, Orono, Minnesota.
<br />DESCRIPTION OF SUBJECT PROPERTY
<br />The North 235 feet of the East 200 feet of Government Lot 7, Section 10, Township 117, Range 23,
<br />Hennepin County, Minnesota, according to the Government Survey thereof.
<br />NOTES
<br />This survey does not purport to show all underground utilities. The source of information from plans and markings
<br />will be combined with observed evidence of utilities to develop a view of those underground utilities. However,
<br />lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted.
<br />Where additional or more detailed information is required, the client is advised that excavation may be necessary.
<br />The contractor shall determine the exact location of any and all existing utilities before commencing work. The
<br />contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all
<br />existing utility facilities.
<br />Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any
<br />excavation.
<br />No title commitment was provided or relied upon as to matters of record.
<br />The subject property appears to lie within Zone X, (area of areas outside the 1 -percent annual chance floodplain,
<br />areas of 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1 % annual chance
<br />stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1 %
<br />annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is
<br />not required in these zones and Zone A (Areas with a I% annual chance of flooding and a 26% chance of flooding
<br />over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base
<br />flood elevations are shown within these zones.), per the National Flood Insurance Program, Flood Insurance Rate
<br />Map Community Panel No. 27053CO304E, dated September 2, 2004 as acquired from the Federal Emergency
<br />Management Agency Web Site.
<br />Area Information: Gross: 47,000 sq. ft. - 1.079 acres
<br />R/W: 11,340 sq. ft. - 0.260 acres
<br />Net: 35,660 sq. ft. - 0.819 acres
<br />Current zoning and setback information:
<br />Zoning: RR -1B - One Family Rural Residential
<br />Building Setbacks: Front Yard - 50 feet
<br />Rear Yard - 50 feet
<br />Side Yard - 30 feet
<br />Building Height: 2-1/2 Stories - 30 feet.
<br />*Zoning and Setback information provided by the Planning Department of the City of Orono.
<br />Survey coordinate and bearing basis : Hennepin County
<br />No modifications to this survey or sketch may be performed by any person other than the surveyor signing this
<br />certification or persons under his direct supervision. This drawing and data is protected by federal copyright laws.
<br />Its reproduction and redistribution without proper consent is prohibited.
<br />Benchmark: Water elevation of Lake Minnetonka November 20, 2012. = 927.70 feet
<br />(Per Minnehaha Creek Watershed district web site)
<br />PROPOSED HARDCOVER INFORMATION- TIER 3
<br />House/Garage: 2,648 sq. ft.
<br />Driveway: 1,934 sq. ft. (1,468 sq. ft.)
<br />Porch/Deck: 317 sq. ft.
<br />Stoop: 119 sq.ft.
<br />= 941.34 Feet
<br />= 941.67 Feet
<br />= 943.53 feet
<br />= 934.0 Feet
<br />Sidewalk: 95 sq. ft.
<br />Asbuilt Elevations
<br />Total: 5,113 sq. ft. (4,647 sq. ft.)
<br />Asbuilt Garage Floor Elevation = 941.3
<br />CABLE TV PEDESTAL
<br />Asbuilt First Floor Elevation = 943.8
<br />n
<br />Asbuilt Top of Foundation Elevation = 941.7
<br />Hardcover Percentage - Net Area: 4,647/35,660 = 13.03%
<br />Asbuilt Basement Floor Elevation = 934.1
<br />Hardcover shall not exceed thirty-
<br />five percent of the gross lot area.
<br />OE
<br />EXISTING HARDCOVER INFORMATION- TIER 3
<br />1
<br />CONCRETE
<br />1
<br />ELECTRIC METER
<br />1
<br />Driveway: 1,817 sq. ft. (1,502 sq. ft.)
<br />©
<br />GAS METER
<br />Porch/Deck: 317 sq. ft.
<br />CONTOUR PROPOSED
<br />©
<br />ul
<br />DT
<br />DRAIN TILE
<br />Sidewalk: 123 sq. ft.
<br />I hereby certify that this survey, plan or report was prepared by me or
<br />under my direct supervision and that I am a duly Licensed Land Surveyor
<br />under the 1 ws of the State of Minnesota.
<br />Dated this � h day of�il vember, 2012.
<br />David B. Pemberton, PLS Minnesota License No. 40344
<br />pemberton@sathre.com
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />SITE ADDRESS
<br />825 Willow Drive South, Orono, Minnesota.
<br />DESCRIPTION OF SUBJECT PROPERTY
<br />The North 235 feet of the East 200 feet of Government Lot 7, Section 10, Township 117, Range 23,
<br />Hennepin County, Minnesota, according to the Government Survey thereof.
<br />NOTES
<br />This survey does not purport to show all underground utilities. The source of information from plans and markings
<br />will be combined with observed evidence of utilities to develop a view of those underground utilities. However,
<br />lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted.
<br />Where additional or more detailed information is required, the client is advised that excavation may be necessary.
<br />The contractor shall determine the exact location of any and all existing utilities before commencing work. The
<br />contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all
<br />existing utility facilities.
<br />Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any
<br />excavation.
<br />No title commitment was provided or relied upon as to matters of record.
<br />The subject property appears to lie within Zone X, (area of areas outside the 1 -percent annual chance floodplain,
<br />areas of 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1 % annual chance
<br />stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1 %
<br />annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is
<br />not required in these zones and Zone A (Areas with a I% annual chance of flooding and a 26% chance of flooding
<br />over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base
<br />flood elevations are shown within these zones.), per the National Flood Insurance Program, Flood Insurance Rate
<br />Map Community Panel No. 27053CO304E, dated September 2, 2004 as acquired from the Federal Emergency
<br />Management Agency Web Site.
<br />Area Information: Gross: 47,000 sq. ft. - 1.079 acres
<br />R/W: 11,340 sq. ft. - 0.260 acres
<br />Net: 35,660 sq. ft. - 0.819 acres
<br />Current zoning and setback information:
<br />Zoning: RR -1B - One Family Rural Residential
<br />Building Setbacks: Front Yard - 50 feet
<br />Rear Yard - 50 feet
<br />Side Yard - 30 feet
<br />Building Height: 2-1/2 Stories - 30 feet.
<br />*Zoning and Setback information provided by the Planning Department of the City of Orono.
<br />Survey coordinate and bearing basis : Hennepin County
<br />No modifications to this survey or sketch may be performed by any person other than the surveyor signing this
<br />certification or persons under his direct supervision. This drawing and data is protected by federal copyright laws.
<br />Its reproduction and redistribution without proper consent is prohibited.
<br />Benchmark: Water elevation of Lake Minnetonka November 20, 2012. = 927.70 feet
<br />(Per Minnehaha Creek Watershed district web site)
<br />PROPOSED HARDCOVER INFORMATION- TIER 3
<br />House/Garage: 2,648 sq. ft.
<br />Driveway: 1,934 sq. ft. (1,468 sq. ft.)
<br />Porch/Deck: 317 sq. ft.
<br />Stoop: 119 sq.ft.
<br />= 941.34 Feet
<br />= 941.67 Feet
<br />= 943.53 feet
<br />= 934.0 Feet
<br />Sidewalk: 95 sq. ft.
<br />Asbuilt Elevations
<br />Total: 5,113 sq. ft. (4,647 sq. ft.)
<br />Asbuilt Garage Floor Elevation = 941.3
<br />CABLE TV PEDESTAL
<br />Asbuilt First Floor Elevation = 943.8
<br />Hardcover Percentage - Gross Area: 5,113/47,000 = 10.88%
<br />Asbuilt Top of Foundation Elevation = 941.7
<br />Hardcover Percentage - Net Area: 4,647/35,660 = 13.03%
<br />Asbuilt Basement Floor Elevation = 934.1
<br />Hardcover shall not exceed thirty-
<br />five percent of the gross lot area.
<br />OE
<br />EXISTING HARDCOVER INFORMATION- TIER 3
<br />CONCRETE
<br />House/Garage: 2,648 sq. ft.
<br />ELECTRIC METER
<br />- 960 _
<br />Driveway: 1,817 sq. ft. (1,502 sq. ft.)
<br />©
<br />GAS METER
<br />Porch/Deck: 317 sq. ft.
<br />CONTOUR PROPOSED
<br />©
<br />Stoop: 119 sq.ft.
<br />DT
<br />DRAIN TILE
<br />Sidewalk: 123 sq. ft.
<br />GUARD RAIL
<br />Esc
<br />Total: 5,024 sq. ft. (4,709 sq. ft.)
<br />yO R I
<br />Hardcover Percentage - Gross Area: 5,024/47,000 = 10.69%
<br />Bearings are based on the Hennepin County
<br />Hardcover Percentage - Net Area: 4,709/35,660 = 13.21%
<br />Coordinate System (NAD 83 -1986 adj.)
<br />SOIL BORING
<br />20 10 0 10 20 40
<br />Hardcover shall not exceed thirty-five percent of the gross lot area.
<br />TREE CONIFEROUS
<br />SCALE IN FEET
<br />OO CAST IRON MONUMENT
<br />® CATCH BASIN
<br />4 FLARED END SECTION
<br />M GATE VALVE
<br />< GUY WIRE
<br />HYDRANT
<br />O SURVEY MONUMENT SET
<br />• SURVEY MONUMENT FOUND
<br />SURVEY CONTROL POINT
<br />LIGHT POLE
<br />7� POWER POLE
<br />(S SANITARY MANHOLE
<br />® SANITARY CLEANOUT
<br />SIGN
<br />972.5 GROUND ELEVATION
<br />0 STORM DRAIN
<br />ST STORM MANHOLE
<br />0 YARD LIGHT
<br />TWP.117 - RGE.23 - SEC. 10
<br />HENNEPIN COUNTY
<br />BOOK XXX/PAGE XXX
<br />ORONO,
<br />MINNESOTA
<br />SURVEY LEGEND
<br />❑A
<br />A/C UNIT
<br />BITUMINOUS
<br />©
<br />CABLE TV PEDESTAL
<br />CTV
<br />CABLE TV
<br />11
<br />ELECTRIC TRANSFORMER
<br />CONCRETE CURB
<br />OE
<br />ELECTRIC MANHOLE
<br />CONCRETE
<br />OO
<br />ELECTRIC METER
<br />- 960 _
<br />CONTOUR EXISTING
<br />©
<br />GAS METER
<br />sso
<br />CONTOUR PROPOSED
<br />©
<br />GAS VALVE
<br />DT
<br />DRAIN TILE
<br />-°-°-°-
<br />GUARD RAIL
<br />Esc
<br />ELECTRIC UNDERGROUND
<br />H
<br />HAND HOLE
<br />-X-X-
<br />FENCE
<br />SOIL BORING
<br />FO
<br />FIBER OPTIC UNDERGROUND
<br />TREE CONIFEROUS
<br />GAS
<br />GAS UNDERGROUND
<br />TREE DECIDUOUS
<br />oHu
<br />OVERHEAD UTILITY
<br />T
<br />TELEPHONE MANHOLE
<br />,�
<br />" HHH rHH H;1 T
<br />RAILROAD TRACKS
<br />❑T
<br />TELEPHONE PEDESTAL
<br />>
<br />SANITARY SEWER
<br />OU
<br />UTILITY MANHOLE
<br />>>
<br />STORM SEWER
<br />❑U
<br />UTILITY PEDESTAL
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />9
<br />WELL
<br />UTL
<br />UTILITY UNDERGROUND
<br />X972.5
<br />FOUNDATION ASBUILT ELEVATION
<br />WATERMAIN
<br />X972.5
<br />GRADING ASBUILT ELF'';'T,T10;.�
<br />GRADING ASBUILT
<br />FILE NO.
<br />CERTIFICATE O F SURVEY
<br />40995-003
<br />PREPARED FOR:
<br />JOHN BRUNELLO
<br />$25 W,IIUW Dlivt.%
<br />2-015 - OOl -5 / AS -$tii l t
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