|
it R VEY
<br />PROPOSE �IROITI0%,4L PRAZA61GL' EMSLM 1VT
<br />r
<br />—77
<br />FOUND IRON
<br />a105 Su9CVW' 9V-
<br />i
<br />GRAPHIC SCALE
<br />20 0 10 20 40
<br />M i PROPOSED ADDITIONAL / _ / I-, \ � r-.
<br />- --------------- ---- I _ _ IN FEET )
<br />� ,1o3a�� � I --DRAINAGE EASEMENT
<br />,-1os3.o I DRAIN / —
<br />I 11 / , \ /� OCD
<br />-
<br />-.0_ w
<br />I------1031.0---- - � �1¢-
<br />- - - - - - - - 1030.0` �02g
<br />1028.0--
<br />----'23
<br />N/
<br />3_ -
<br />027 _1026-0-'
<br />I 3D - ° ' -� ' _ - - - - - - - 1025.0 _ - - - - - - - - 023 r-OEMTERLINE
<br />SWI- -
<br />- - - - 0�L / • �� 24.0 2 -
<br />1
<br />- - - _1023.0- ------------ ,
<br />/
<br />O /
<br />{
<br />--�1 zo ----- ° _ - --- AS 2 NO�2THE EAST, LOT/2 --
<br />-
<br />_ _ -- - ---- -I - -- / T
<br />/
<br />KDRAIN PI OO OUTLET
<br />----------
<br />1
<br />SSON� E 6 6.4 30
<br />-----�--I t 702 \ �` - - r - = - /
<br />_ I j
<br />M �-
<br />\ \' 1030.0 ��'' ' o`b �' ��_. /6 5.8
<br />z 1 PATIO FLOOR---- / / / / 19.0 Orth - - �.3L -
<br />LO� I - �` It
<br />ELEv.=1024.0 APPROXIMATE FRAMING UNE cn I �> ��' { b ` - - _ - - - - — - - - -_
<br />W 2 { Il\IOZS. J / / ! / / / I / meq' � \ - � ` �\ , \ 1 , i ' 1 1 \ 401
<br />o DECK LOW FLOOR / o� I I V A` X `
<br />1026.0- - -- -/1
<br />F - - ELEV.=1024.8 2.1 �. 30.0 (PFZAIr�ING) { - -
<br />-. I;> { , NORTH Lh9E OF LOT 1 - -
<br />-/ - _ �D ♦ 8.4
<br />70 0 Tl / k
<br />!2;i
<br />TIMBER WALL-- � qO � m ' NI N I LV
<br />{ ' "NO y10 INC ENTRANCE I'�J,,�
<br />'' EXISTING DWELL ,
<br />1'
<br />/30.3 FRAMING ELEV.=1035.2- _
<br />p/ ( - ) (AS -BUILT ELEVATIONS AS NOTED) ; I 30.0 4FRAMING)__,__ ��M'
<br />-------- N' 4 4
<br />EXISTING DWELLING I N i r l
<br />�j I ����' �� �• -14.2 -o n� 125 6 V
<br />--- �'y4' �o
<br />STOOP
<br />1-1-30 -1-ti- j , I I 1!
<br />I
<br />I I
<br />I C�� O ♦ O�C��O� ^ 4.4
<br />-1032- �FOU D' )RON �6
<br />034.7 X3H (
<br />\ r
<br />- -
<br />oO- \
<br />\ / {
<br />h c�
<br />- - - - 1033 - O N 30:3 (FRAMING)
<br />- - - -------------
<br />10
<br />\ 34- Z i x(103 o PATIO ELEV =1001.5
<br />1034.2 O o \ I - -. 8 _ \ \
<br />�'9 X �F o f I I --- 1 -� 1
<br />��
<br />'C3a I - �ql,F ♦ ��j' 10340 , i' o LOT 2 1 ��
<br />FOUND IRON q 0
<br />l _ I
<br />\\ i y3 30 1_! _1__�1) EXISTING DWELLING 4
<br />-70 g 0__
<br />1034j i y�Q rho --�-- -- - { -
<br />103 j•5 X1034.1 i 1 +i r t i I I LOT f
<br />1 � �
<br />103 �4 rl z ,' EXISTING DWELLING
<br />0`3M ,' �1 V 1 11 I O I -- - -T 1
<br />1
<br />-- -- - I k103 t O' / r r
<br />4.7 103q 3 i� � !� - " 1 I FOIJ DARON
<br />{ - X1033.4
<br />434'1: - - X 8 BERM
<br />, { ;
<br />E
<br />STONE MONUMENT-, 1033.0- - -, O N o1 1 0 { { \ _ _ - - - - - - - - - / O
<br />/ 5 { 11
<br />; ,1032-0 - Tod 1. o o ` �2d I _ i- \ , ' / ! i { S� Q %
<br />, t� ��
<br />/ /� ; '--TOP OF CURB AT CATCH 1
<br />CONTOURS SHOWN HERE TAKEN
<br />1 — � IU \
<br />FROM BUILDING PERMIT SURVEYS / BASIN = 998.1
<br />—1� FOUND IRON n FOR THESE HOMES AND SHOW
<br />i
<br />/ d / '
<br />� 1034.2 7p32 0 - - - - WA}� `, CATCHJ'
<br />_ I - - - - // - - - I CONTOURS THAT WERE PROPOSED 0 0 RB AT CAT ,
<br />_ BENCHMARK: _ VALVE kzo� 1 _ _ -, - - -
<br />TOP NUT HYDRANT-------__ c; R— X1o33.6�, 335 _ _ _ _ - - - .. TOP OF
<br />- I FOR THE GRADING OF THESE �' / / BASIN = 998.0 ----------
<br />FOR
<br />_ 9• QD �, ��,� ' ( HOMES BUT THESE WERE NOT FIELD
<br />," I VERIFIED AND MAY OR MAY NOT
<br />o R c y o �T /
<br />o `5�• 29 \ { �\ REFLECT THE WAY THE THEY WERE
<br />w w o GRADED, BUT GIVE SOME IDEA OF
<br />i0 N 31_ o d \ ; HOW THE DRAINAGE WAS PROP SD ---
<br />10
<br />_
<br />o 000��oQ { i o \ TO BE HANDLED. -----------------------------------
<br />CP
<br />-FOUND IRS \ \ {
<br />-- /
<br />CD
<br />/
<br />-ROCK �ALL / /
<br />--TOP OF CURB AT CATCH
<br />" BASIN = 999.2
<br />�� a ��
<br />EN INEERING CO = m , - _ -
<br />ADVANCE SURVEYING & G � � I � `r _ I ,
<br />5300 S. Hwy. Na. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (952) 225 0502 _ — -- — _ --TOP OF MANHOLE _
<br />j� o ' � 999.1
<br />(6 I , ,
<br />SURVEY FOR: ,STEINER&K©PPELMAN ------------------------------- �-
<br />' it
<br />SURVEYED: September, 2009 DRAFTED: September 23, 2009 REVISED: October 5, 2009
<br />REVISED: October 8, 2009 to show proposed stoops and revise hardcover, revised yard grading. � o
<br />REVISED: October 29, 2009 to show revisions per meeting with city
<br />REVISED: October 30, 2009 to show driveway revisions.
<br />REVISED: November 2, 2009 to show lowest retaining wall removed, more flat area in back more drainage to street.
<br />REVISED: November 10, 2009 to show retaining wall at rear setback, reduce side yard grading to minimum for protective slope.
<br />REVISED: November 17, 2009 to show proposed drainage easement over Lot 2, remove downspout extension, alter swale grading, extend retaining wall to route driveway water to street.'
<br />REVISED: November 24, 2009 to show revisions for building height and revised grading and drainage.
<br />REVISED: December 1, 2009 to add silt fence in front, adjust drainage arrows, spot elevation correction.
<br />REVISED: December 2, 2009 to better center proposed easement on drainage swale.
<br />REVISED: January 3, 2011, to show as -built conditions.
<br />REVISED: April 11, 2011, to show as -built conditions.
<br />REVISED: April 25, 2011, to show as -built spot elevations and drainage arrows.
<br />REVISED: September 21, 2011, to show as -built spot elevation and drainage arrow changes on driveway.
<br />REVISED: September 29, 2011, to show proposed berm and additional drainage easement.
<br />REVISED: October 20, 2011, to show as -built berm.
<br />LEGAL DESCRIPTION:
<br />Lot 3, Block 3, Sugar Woods, Hennepin County, Minnesota
<br />LIMITATIONS:
<br />The scope of our services for this job is as follows:
<br />1. Showing the length and direction of boundary lines of the legal description which you furnished-
<br />2.
<br />urnished2. Showing the location of existing improvements we deemed important.
<br />3. Setting new monuments or verifying existing monuments to mark the corners of the property.
<br />4. Showing existing spot elevations necessary to show elevation differences on the site.
<br />5. While we show a proposed location for this home, we are not as familiar with your house plans as you and your architect and/or builder are. Check our proposed location and siting of the
<br />home and yard grades carefully to see that they match your plans before construction begins. Also, we are not as familiar with local codes as the local building official and zoning official in
<br />this community are. Be sure to show this survey to these officials, or any other officials that may have jurisdiction over the home and its siting, and obtain their approvals before beginning
<br />construction.
<br />6. We have provided a benchmark for your use in determining elevations for construction on this site, use that benchmark and nothing else for that purpose. Check the elevation of at least
<br />one other feature shown to verify your elevations.
<br />7. We have shown offset iron pipes and offset dimensions on this drawing but the setting of the
<br />offset iron pipes is defered until we are asked to stake the house for excavation.
<br />8. While we were able to locate the face of the stone siding, we used the house plans provided to
<br />us to approximate the location of the framing lines. Please check your plans and our dimensions to
<br />make sure we are showing the home correctly.
<br />9. It should be noted, that this survey was completed under "snow conditions" and we cannot be
<br />certain that all items were found due to the snow cover. If you are aware of any items that we may
<br />have missed, we could come back, if requested, and locate them after you have expose them or
<br />wait until the snow and ice has melted.
<br />STANDARD SYMBOLS & CONVENTIONS:
<br />"0" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless
<br />otherwise noted. Proposed elevations are shown with a box around them, while existing elevations
<br />are shown without a box. Arrows indicate the proposed flow of storm water on the site.
<br />L1W
<br />CERTIFICATION:
<br />I hereby certify that this plan, specification, report or survey was prepared by me or under my
<br />direct supervision and that I am a licensed Professional Engineer and Professional Surveyor
<br />under the laws of the S of Minnesota.
<br />QMAVW-4 19
<br />am H. Parker P.E. & P.S. No. 9235
<br />PROPOSED ELEVATIONS:
<br />FIRST FLOOR 1034.83
<br />TOP OF FOUNDATION 1034.67
<br />GARAGE FLOOR 1034.50
<br />LOW FLOOR 1024.50
<br />DKO. N0. 110568 Ber2,lsb zzllt
<br />x105 &-
<br />— — — S 82. '7_43
<br />E
<br />_
<br />5 I — — — — — _
<br />— - —
<br />— ,-NORTH WEST CORNER LAT' 2
<br />o
<br />------
<br />y ---
<br />r�,--
<br />_
<br />-- --__ _--
<br />I
<br />o
<br />—1 i t
<br />o {;
<br />,
<br />a105 Su9CVW' 9V-
<br />i
<br />GRAPHIC SCALE
<br />20 0 10 20 40
<br />M i PROPOSED ADDITIONAL / _ / I-, \ � r-.
<br />- --------------- ---- I _ _ IN FEET )
<br />� ,1o3a�� � I --DRAINAGE EASEMENT
<br />,-1os3.o I DRAIN / —
<br />I 11 / , \ /� OCD
<br />-
<br />-.0_ w
<br />I------1031.0---- - � �1¢-
<br />- - - - - - - - 1030.0` �02g
<br />1028.0--
<br />----'23
<br />N/
<br />3_ -
<br />027 _1026-0-'
<br />I 3D - ° ' -� ' _ - - - - - - - 1025.0 _ - - - - - - - - 023 r-OEMTERLINE
<br />SWI- -
<br />- - - - 0�L / • �� 24.0 2 -
<br />1
<br />- - - _1023.0- ------------ ,
<br />/
<br />O /
<br />{
<br />--�1 zo ----- ° _ - --- AS 2 NO�2THE EAST, LOT/2 --
<br />-
<br />_ _ -- - ---- -I - -- / T
<br />/
<br />KDRAIN PI OO OUTLET
<br />----------
<br />1
<br />SSON� E 6 6.4 30
<br />-----�--I t 702 \ �` - - r - = - /
<br />_ I j
<br />M �-
<br />\ \' 1030.0 ��'' ' o`b �' ��_. /6 5.8
<br />z 1 PATIO FLOOR---- / / / / 19.0 Orth - - �.3L -
<br />LO� I - �` It
<br />ELEv.=1024.0 APPROXIMATE FRAMING UNE cn I �> ��' { b ` - - _ - - - - — - - - -_
<br />W 2 { Il\IOZS. J / / ! / / / I / meq' � \ - � ` �\ , \ 1 , i ' 1 1 \ 401
<br />o DECK LOW FLOOR / o� I I V A` X `
<br />1026.0- - -- -/1
<br />F - - ELEV.=1024.8 2.1 �. 30.0 (PFZAIr�ING) { - -
<br />-. I;> { , NORTH Lh9E OF LOT 1 - -
<br />-/ - _ �D ♦ 8.4
<br />70 0 Tl / k
<br />!2;i
<br />TIMBER WALL-- � qO � m ' NI N I LV
<br />{ ' "NO y10 INC ENTRANCE I'�J,,�
<br />'' EXISTING DWELL ,
<br />1'
<br />/30.3 FRAMING ELEV.=1035.2- _
<br />p/ ( - ) (AS -BUILT ELEVATIONS AS NOTED) ; I 30.0 4FRAMING)__,__ ��M'
<br />-------- N' 4 4
<br />EXISTING DWELLING I N i r l
<br />�j I ����' �� �• -14.2 -o n� 125 6 V
<br />--- �'y4' �o
<br />STOOP
<br />1-1-30 -1-ti- j , I I 1!
<br />I
<br />I I
<br />I C�� O ♦ O�C��O� ^ 4.4
<br />-1032- �FOU D' )RON �6
<br />034.7 X3H (
<br />\ r
<br />- -
<br />oO- \
<br />\ / {
<br />h c�
<br />- - - - 1033 - O N 30:3 (FRAMING)
<br />- - - -------------
<br />10
<br />\ 34- Z i x(103 o PATIO ELEV =1001.5
<br />1034.2 O o \ I - -. 8 _ \ \
<br />�'9 X �F o f I I --- 1 -� 1
<br />��
<br />'C3a I - �ql,F ♦ ��j' 10340 , i' o LOT 2 1 ��
<br />FOUND IRON q 0
<br />l _ I
<br />\\ i y3 30 1_! _1__�1) EXISTING DWELLING 4
<br />-70 g 0__
<br />1034j i y�Q rho --�-- -- - { -
<br />103 j•5 X1034.1 i 1 +i r t i I I LOT f
<br />1 � �
<br />103 �4 rl z ,' EXISTING DWELLING
<br />0`3M ,' �1 V 1 11 I O I -- - -T 1
<br />1
<br />-- -- - I k103 t O' / r r
<br />4.7 103q 3 i� � !� - " 1 I FOIJ DARON
<br />{ - X1033.4
<br />434'1: - - X 8 BERM
<br />, { ;
<br />E
<br />STONE MONUMENT-, 1033.0- - -, O N o1 1 0 { { \ _ _ - - - - - - - - - / O
<br />/ 5 { 11
<br />; ,1032-0 - Tod 1. o o ` �2d I _ i- \ , ' / ! i { S� Q %
<br />, t� ��
<br />/ /� ; '--TOP OF CURB AT CATCH 1
<br />CONTOURS SHOWN HERE TAKEN
<br />1 — � IU \
<br />FROM BUILDING PERMIT SURVEYS / BASIN = 998.1
<br />—1� FOUND IRON n FOR THESE HOMES AND SHOW
<br />i
<br />/ d / '
<br />� 1034.2 7p32 0 - - - - WA}� `, CATCHJ'
<br />_ I - - - - // - - - I CONTOURS THAT WERE PROPOSED 0 0 RB AT CAT ,
<br />_ BENCHMARK: _ VALVE kzo� 1 _ _ -, - - -
<br />TOP NUT HYDRANT-------__ c; R— X1o33.6�, 335 _ _ _ _ - - - .. TOP OF
<br />- I FOR THE GRADING OF THESE �' / / BASIN = 998.0 ----------
<br />FOR
<br />_ 9• QD �, ��,� ' ( HOMES BUT THESE WERE NOT FIELD
<br />," I VERIFIED AND MAY OR MAY NOT
<br />o R c y o �T /
<br />o `5�• 29 \ { �\ REFLECT THE WAY THE THEY WERE
<br />w w o GRADED, BUT GIVE SOME IDEA OF
<br />i0 N 31_ o d \ ; HOW THE DRAINAGE WAS PROP SD ---
<br />10
<br />_
<br />o 000��oQ { i o \ TO BE HANDLED. -----------------------------------
<br />CP
<br />-FOUND IRS \ \ {
<br />-- /
<br />CD
<br />/
<br />-ROCK �ALL / /
<br />--TOP OF CURB AT CATCH
<br />" BASIN = 999.2
<br />�� a ��
<br />EN INEERING CO = m , - _ -
<br />ADVANCE SURVEYING & G � � I � `r _ I ,
<br />5300 S. Hwy. Na. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (952) 225 0502 _ — -- — _ --TOP OF MANHOLE _
<br />j� o ' � 999.1
<br />(6 I , ,
<br />SURVEY FOR: ,STEINER&K©PPELMAN ------------------------------- �-
<br />' it
<br />SURVEYED: September, 2009 DRAFTED: September 23, 2009 REVISED: October 5, 2009
<br />REVISED: October 8, 2009 to show proposed stoops and revise hardcover, revised yard grading. � o
<br />REVISED: October 29, 2009 to show revisions per meeting with city
<br />REVISED: October 30, 2009 to show driveway revisions.
<br />REVISED: November 2, 2009 to show lowest retaining wall removed, more flat area in back more drainage to street.
<br />REVISED: November 10, 2009 to show retaining wall at rear setback, reduce side yard grading to minimum for protective slope.
<br />REVISED: November 17, 2009 to show proposed drainage easement over Lot 2, remove downspout extension, alter swale grading, extend retaining wall to route driveway water to street.'
<br />REVISED: November 24, 2009 to show revisions for building height and revised grading and drainage.
<br />REVISED: December 1, 2009 to add silt fence in front, adjust drainage arrows, spot elevation correction.
<br />REVISED: December 2, 2009 to better center proposed easement on drainage swale.
<br />REVISED: January 3, 2011, to show as -built conditions.
<br />REVISED: April 11, 2011, to show as -built conditions.
<br />REVISED: April 25, 2011, to show as -built spot elevations and drainage arrows.
<br />REVISED: September 21, 2011, to show as -built spot elevation and drainage arrow changes on driveway.
<br />REVISED: September 29, 2011, to show proposed berm and additional drainage easement.
<br />REVISED: October 20, 2011, to show as -built berm.
<br />LEGAL DESCRIPTION:
<br />Lot 3, Block 3, Sugar Woods, Hennepin County, Minnesota
<br />LIMITATIONS:
<br />The scope of our services for this job is as follows:
<br />1. Showing the length and direction of boundary lines of the legal description which you furnished-
<br />2.
<br />urnished2. Showing the location of existing improvements we deemed important.
<br />3. Setting new monuments or verifying existing monuments to mark the corners of the property.
<br />4. Showing existing spot elevations necessary to show elevation differences on the site.
<br />5. While we show a proposed location for this home, we are not as familiar with your house plans as you and your architect and/or builder are. Check our proposed location and siting of the
<br />home and yard grades carefully to see that they match your plans before construction begins. Also, we are not as familiar with local codes as the local building official and zoning official in
<br />this community are. Be sure to show this survey to these officials, or any other officials that may have jurisdiction over the home and its siting, and obtain their approvals before beginning
<br />construction.
<br />6. We have provided a benchmark for your use in determining elevations for construction on this site, use that benchmark and nothing else for that purpose. Check the elevation of at least
<br />one other feature shown to verify your elevations.
<br />7. We have shown offset iron pipes and offset dimensions on this drawing but the setting of the
<br />offset iron pipes is defered until we are asked to stake the house for excavation.
<br />8. While we were able to locate the face of the stone siding, we used the house plans provided to
<br />us to approximate the location of the framing lines. Please check your plans and our dimensions to
<br />make sure we are showing the home correctly.
<br />9. It should be noted, that this survey was completed under "snow conditions" and we cannot be
<br />certain that all items were found due to the snow cover. If you are aware of any items that we may
<br />have missed, we could come back, if requested, and locate them after you have expose them or
<br />wait until the snow and ice has melted.
<br />STANDARD SYMBOLS & CONVENTIONS:
<br />"0" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless
<br />otherwise noted. Proposed elevations are shown with a box around them, while existing elevations
<br />are shown without a box. Arrows indicate the proposed flow of storm water on the site.
<br />L1W
<br />CERTIFICATION:
<br />I hereby certify that this plan, specification, report or survey was prepared by me or under my
<br />direct supervision and that I am a licensed Professional Engineer and Professional Surveyor
<br />under the laws of the S of Minnesota.
<br />QMAVW-4 19
<br />am H. Parker P.E. & P.S. No. 9235
<br />PROPOSED ELEVATIONS:
<br />FIRST FLOOR 1034.83
<br />TOP OF FOUNDATION 1034.67
<br />GARAGE FLOOR 1034.50
<br />LOW FLOOR 1024.50
<br />DKO. N0. 110568 Ber2,lsb zzllt
<br />x105 &-
<br />
|