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<br />SCALE FEET 3227 C4SCO %OW61-1ro, 11'V1 ► T
<br />-� O0, lop
<br />F 0R0Nv
<br />Orientation of the bearing system is based BENCHMARK SMP AN �A GRADING PLAN
<br />i on HennepinCounty Coordinates, NAD TNH=960.50APPROVED
<br />83, (1996 adjustment). AWWI REVISIONS
<br />p DI
<br />LOT AREA SQUARE FOOTAGE:
<br />49825 SQUARE FEET
<br />APPROXIMATE SQUARE FOOTAGE*;
<br />PROPOSED HOUSE AREA = 5619
<br />PROPOSED DETACHED GARAGE AREA=805
<br />PROPOSED DRIVEWAY/SIDEWALK AREA = 4635
<br />EXISTING BOAT HOUSE AREA = 380
<br />PATIO/PATIO STAIR STAIRS = 726
<br />PROPOSED STEPS = 149
<br />RETAINING WALL WITHIN 75' OF LAKE =123
<br />IMPERVIOUS SURFACE = 12,437 PROPOSED
<br />HARDCOVER PERCENTAGE = 24.96%
<br />STORMWATER QUALITY OVERLAY DISTRICT: TIER 1
<br />Parcel 1:
<br />27: Ispa ying between said vacated avenue and shore of
<br />lake which lies between the Southerly extension of the Westerly and Easterly lines of said Lam, pRW_FK,n
<br />County, Minnesota. ( Contains 10;638 sq. ft.)
<br />Parcel 2 -
<br />Westerly 40 feet of Lot 25, also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated
<br />avenue and shore of lake which Lies between the Southerly extension of the westerly line of said Lot 25 and of the Easterly line
<br />of the Westerly 40 feet thereof, SPRING PARK, Hennepin County, Minnesota. ( Contains '15,981 sq. ft.)
<br />Parcel 3:
<br />Lot 26 and also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and the
<br />shore of lake which lies between the Southerly extension of the Westerly and Eeasterly lines of said Lot 26, SPRING PARK,
<br />Hennepin County, Minnesota. ( Contains 16,186 sq. ft.)
<br />Parcel 4:
<br />All that part of Lot 28 and of vacated Lake Shore Avenue and of the tract of land lying between
<br />said vacated avenue and shore of lake described as follows: Beginning at the Northeast corner of Lot 28; thence Southerly
<br />along the East line thereof and its Southerly extension to shore of Lake; thence Westerly along said shore of lake to its
<br />intersection with a straight line drawn from a point on Northerly line of said lot 28 distant 45.5 ft Westerly from the Northeast
<br />corner thereof to shore of Lake passing through a point 9 ft Westerly at right angles to the Southerly extension of the Easterly
<br />line of said Lot 28 from a point 262.5 feet southerly of Northeast corner thereof; thence Northerly along said straight line to
<br />Northerly line of Lot 28; thence Easterly to beginning, SPRING PARK, Hennepin County, Minnesota. ( Contains 7,006 sq. ft.)
<br />PROPOSED ELEVATIONS:
<br />TOP OF FOUNDATION - 954.94
<br />MAIN FLOOR = 957.00 SURVEYOR:
<br />GARAGE FLOOR = 954.70 Stcnebrooke Engineering, Inc.
<br />TOP OF LOOKOUT FOUNDATION = 949.33 12279 Nicollet Ave. S.
<br />TOP OF LOOKOUT FOUNDATION = 950.33 Burnsville, MN 55337
<br />BASEMENT FLOOR (LO) = 946.30 Phone: 952-402-9202
<br />NOTE: Fax: 952-403-6803
<br />SEE BUILDING PLANS FOR www.stonebrookeengineering.com
<br />ARCHITECTURAL DIMENSIONS.
<br />CONTRACTOR SHALL VERIFY
<br />DIMENSION & EXTENT OF
<br />BUILDING PAD SOILS CORRECTION.
<br />- B rbc
<br />Alp DA -TE
<br />'-y a 01 '
<br />X F'
<br />-t C\e .,_ rdic;al Found �udic;al
<br />\� � \Found r RLS 1333 Lond, rk
<br />ss63 Landmark Tract D,
<br />RIM GRAVEL,4„ w Jam- x �g55•CD) gh` X
<br />81`01 ?
<br />956:91 SURFACE X
<br />S x
<br />�o�C ROCK _
<br />O �Q 9"q,9 gh % ENTRANCE Xg
<br />SG of Lat 2B / X
<br />Ga EDGE pF NE Corner j X _.,.--�''� 6' V��ood Fenc ,` � X xg ���
<br />'
<br />Xe
<br />, 201\
<br />65 5 5a C93 J0
<br />5 -� g
<br />5 `g55� PROPOSED a 4 �'6�- - X 0 ,
<br />DRIVEWAY -'� CK LONE °o ��.
<br />pIN SETBAOL
<br />_ BU G ice,
<br />P, m
<br />.gyp - _ m o
<br />o�natnot�Lo
<br />_ - `g54i 3i 0
<br />EROSION CONTROL NOTES:
<br />1. SILT FENCE OR OTHER CITY -APPROVED PERIMETER
<br />CONTROL MUST BE INSTALLED AT ALL LOCATIONS WHERE
<br />CURRENT, PROPOSED OR INTERIM GRADES MAY RESULT IN
<br />EROSION AND RUNOFF TO ADJACENT PROPERTIES.
<br />2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE.
<br />3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND
<br />MAINTAINED AT THE FIRST CATCHBASIN DOWNSTREAM FROM
<br />CONSTRUCTION SITE PRIOR TO EARTH -DISTURBANCE.
<br />(PRODUCT MUST BE APPROVED BY THE CITY AND OFF
<br />MNDOT'S APPROVED/QUALIFIED PRODUCT LIST)
<br />4. PROVIDE CLASS V GRAVEL CONSTRUCTION ENTRANCES TO
<br />CONTROL SOIL MIGRATION.
<br />5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE
<br />UNTIL DISTURBED AREAS CAN BE SODDED OR RE -SEEDED
<br />TO STABILIZE GRADE.
<br />EROSION OPERATIONS AND MAINTENANCE:
<br />1. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN
<br />PLACE AND MAINTAINED IN GOOD CONDITION TO THE
<br />SATISFACTION OF THE CITY ENGINEER UNTIL THE SITE HAS
<br />BEEN STABILIZED.
<br />2. ALL SEDIMENT CONTAINMENT FEATURES SUCH AS SILT
<br />FENCE, INLET PROTECTION, ETC. SHALL BE CLEANED OUT
<br />WHEN 1/3 OF THE CAPACITY IS DIMINISHED.
<br />3. SILT FENCES AND OTHER SEDIMENT BARRIERS SHALL BE
<br />REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
<br />PURPOSE BUT NOT BEFORE THE UPWARD SLOPE AREA HAS
<br />BEEN PERMANENTLY STABILIZED.
<br />EROSION CONTROL INSPECTION AND DOCUMENTATION
<br />1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
<br />INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY RAIN
<br />EVENT OF 0.5 INCHES OR MORE.
<br />I "'tpVol" (954. �g5�> -. x t 2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL
<br />X.(9S4 ` �� g�BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF
<br />Xg�' xghha �a 24 60� xg`' x INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED,
<br />XCP W , O0 .� �,, 6j' 0 165a Lu RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES.
<br />N h B3 4 o PRpP�tK. 3
<br />g � �. OR�� � •oo. k ��
<br />PROPOSED-
<br />DRIVEWAY
<br />ROPOSED DRIVEWAY LA
<br />Xe
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<br />�' g g
<br />Xg�'� ` (31
<br />$ 12:0o a ' PARTIp �a X°� x
<br />g (TW 954.6) i COVE UN
<br />, 7-fl4 ;�-••.r.;.�.� - �- � DOG R
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<br />W o (TW 12A0' HOUSE a j� OLX5s
<br />a u ` mCN
<br />(BW 949.6 crO pp 13.50' ' i\l gh DWeil;ng
<br />xgh \ N r (954.24). Existing
<br />Cp
<br />fix \ 3 1.0
<br />g 1 m (949) �„ 21:00' 0 X q
<br />xg
<br />�yg 6 L6 22.33'
<br />\ o Co
<br />g `g52i 948 B1�
<br />(948) f� 411 r�
<br />ROPOSED s� X°' Deck
<br />FILTRATION BASIN PROPOSED t9.5o' Xg Existing
<br />• � t
<br />RETAINING WAL
<br />flag\1�C�� gh�'�
<br />a N - PROPOSED a r gyy� gh�
<br />- PATIO /�''
<br />4PVC 1=g45.60 �� XCP �O
<br />"INSTALL 4" PRF P, _ l g54.3D X g
<br />g rA60 �4 R=947.20
<br />-=945• 1=945.00 `F►o�i (954) I
<br />ti - Oe 9INSTALL 30" 1+ (953) �� I �i' X, x
<br />^� X PRECAST CATCH 11 °{,
<br />gy p' BASIN WITH R-6116 ,, r.; N XC'
<br />XC' APPROVED
<br />X (951 •5) (AND GRATECH BASIN PL
<br />0x XC x
<br />h,5ti p X °yti EOUAI) 1 (rNV g4&.50) j X gory \ g�� X �'� X g
<br />,1
<br />Xg�kN
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<br />ti ,1 1 I+ w CP" FILTRATION BASIN DETAIL
<br />N
<br />ghry. X TW 951.5
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<br />o Xgo�" fig�y. = _ ._ _ yG, EXISTING _ > a
<br />�$' m c _, . RETAINING --WALL _
<br />_.
<br />g N _ �X1tN �#SE 15.
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<br />Zr
<br />oft
<br />Planning S
<br />F@YtQWo T_ Xg;
<br />EXISTING
<br />RETAINING
<br />SITAYG WALL x `' y"' ��'� b Z5' _i �� , - w - Site Plan Review Date:
<br />BENCH MARK: _ _
<br />SET BACK REQUIREMENTS: xg 1 '�2�L.__
<br />Q TOP NUT HYDRANT JUST NORTH OF SUBJECT PROPERTY `. NE)PPRpVEO
<br />30' FRONT HOUSE TO R.O.W. g
<br />ELEVATION = 960.50 (NGVD 29) �/� ° _ �°. - 4 Contour (o•FI.W E3 APPROVED WITH REVISIONS (see notes)
<br />0' FRONT GARAGE TO R.O.W. � as ��.• �an`r��e . w _� 9z9•
<br />t fl DEN E
<br />3
<br />10' SIDE HOUSE TO PROPERTY LINE
<br />10' SIDE GARAGE TO PROPERTY LINE
<br />REAR SETBACK IS THE AVERAGE SETBACK OF THE
<br />NEIGHBORING HOUSES TO THE ORDINARY HIGH WATER LINE
<br />REV. NO.
<br />LEGEND
<br />•
<br />MONUMENT FOUND
<br />o
<br />IRON PIPE MONUMENT SET
<br />i
<br />WOOD HUB SET
<br />DRAINAGE ARROW
<br />1
<br />EXISTNG SPOT ELEVATION
<br />X1oti�'
<br />REVISED PER CITY COMMENTS
<br />(1027.76)
<br />PROPOSED ELEVATION
<br />1D27.7s
<br />AS -BUILT ELEVATION
<br />REVISED PER CITY COMMENTS
<br />PROPOSED CONTOURS
<br />3
<br />EXISTING CONTOURS
<br />AJM
<br />FIRE HYDRANT
<br />CATCH BASIN
<br />sT ®
<br />SEWER MANHOLES
<br />�B
<br />MAILBOX
<br />g
<br />CURB STOP
<br />UTILITY PEDESTAL
<br />LIGHT POLE
<br />SIGN
<br />DECIDUOUS TREE
<br />CONIFEROUS TREE
<br />TREE REMOVAL
<br />s F
<br />PROPOSED SILT FENCE
<br />LEGAL DESCRIPTION
<br />I�rCZ -771C Z7 0
<br />0 20 40J??7J4 S
<br />SCALE FEET 3227 C4SCO %OW61-1ro, 11'V1 ► T
<br />-� O0, lop
<br />F 0R0Nv
<br />Orientation of the bearing system is based BENCHMARK SMP AN �A GRADING PLAN
<br />i on HennepinCounty Coordinates, NAD TNH=960.50APPROVED
<br />83, (1996 adjustment). AWWI REVISIONS
<br />p DI
<br />LOT AREA SQUARE FOOTAGE:
<br />49825 SQUARE FEET
<br />APPROXIMATE SQUARE FOOTAGE*;
<br />PROPOSED HOUSE AREA = 5619
<br />PROPOSED DETACHED GARAGE AREA=805
<br />PROPOSED DRIVEWAY/SIDEWALK AREA = 4635
<br />EXISTING BOAT HOUSE AREA = 380
<br />PATIO/PATIO STAIR STAIRS = 726
<br />PROPOSED STEPS = 149
<br />RETAINING WALL WITHIN 75' OF LAKE =123
<br />IMPERVIOUS SURFACE = 12,437 PROPOSED
<br />HARDCOVER PERCENTAGE = 24.96%
<br />STORMWATER QUALITY OVERLAY DISTRICT: TIER 1
<br />Parcel 1:
<br />27: Ispa ying between said vacated avenue and shore of
<br />lake which lies between the Southerly extension of the Westerly and Easterly lines of said Lam, pRW_FK,n
<br />County, Minnesota. ( Contains 10;638 sq. ft.)
<br />Parcel 2 -
<br />Westerly 40 feet of Lot 25, also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated
<br />avenue and shore of lake which Lies between the Southerly extension of the westerly line of said Lot 25 and of the Easterly line
<br />of the Westerly 40 feet thereof, SPRING PARK, Hennepin County, Minnesota. ( Contains '15,981 sq. ft.)
<br />Parcel 3:
<br />Lot 26 and also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and the
<br />shore of lake which lies between the Southerly extension of the Westerly and Eeasterly lines of said Lot 26, SPRING PARK,
<br />Hennepin County, Minnesota. ( Contains 16,186 sq. ft.)
<br />Parcel 4:
<br />All that part of Lot 28 and of vacated Lake Shore Avenue and of the tract of land lying between
<br />said vacated avenue and shore of lake described as follows: Beginning at the Northeast corner of Lot 28; thence Southerly
<br />along the East line thereof and its Southerly extension to shore of Lake; thence Westerly along said shore of lake to its
<br />intersection with a straight line drawn from a point on Northerly line of said lot 28 distant 45.5 ft Westerly from the Northeast
<br />corner thereof to shore of Lake passing through a point 9 ft Westerly at right angles to the Southerly extension of the Easterly
<br />line of said Lot 28 from a point 262.5 feet southerly of Northeast corner thereof; thence Northerly along said straight line to
<br />Northerly line of Lot 28; thence Easterly to beginning, SPRING PARK, Hennepin County, Minnesota. ( Contains 7,006 sq. ft.)
<br />PROPOSED ELEVATIONS:
<br />TOP OF FOUNDATION - 954.94
<br />MAIN FLOOR = 957.00 SURVEYOR:
<br />GARAGE FLOOR = 954.70 Stcnebrooke Engineering, Inc.
<br />TOP OF LOOKOUT FOUNDATION = 949.33 12279 Nicollet Ave. S.
<br />TOP OF LOOKOUT FOUNDATION = 950.33 Burnsville, MN 55337
<br />BASEMENT FLOOR (LO) = 946.30 Phone: 952-402-9202
<br />NOTE: Fax: 952-403-6803
<br />SEE BUILDING PLANS FOR www.stonebrookeengineering.com
<br />ARCHITECTURAL DIMENSIONS.
<br />CONTRACTOR SHALL VERIFY
<br />DIMENSION & EXTENT OF
<br />BUILDING PAD SOILS CORRECTION.
<br />- B rbc
<br />Alp DA -TE
<br />'-y a 01 '
<br />X F'
<br />-t C\e .,_ rdic;al Found �udic;al
<br />\� � \Found r RLS 1333 Lond, rk
<br />ss63 Landmark Tract D,
<br />RIM GRAVEL,4„ w Jam- x �g55•CD) gh` X
<br />81`01 ?
<br />956:91 SURFACE X
<br />S x
<br />�o�C ROCK _
<br />O �Q 9"q,9 gh % ENTRANCE Xg
<br />SG of Lat 2B / X
<br />Ga EDGE pF NE Corner j X _.,.--�''� 6' V��ood Fenc ,` � X xg ���
<br />'
<br />Xe
<br />, 201\
<br />65 5 5a C93 J0
<br />5 -� g
<br />5 `g55� PROPOSED a 4 �'6�- - X 0 ,
<br />DRIVEWAY -'� CK LONE °o ��.
<br />pIN SETBAOL
<br />_ BU G ice,
<br />P, m
<br />.gyp - _ m o
<br />o�natnot�Lo
<br />_ - `g54i 3i 0
<br />EROSION CONTROL NOTES:
<br />1. SILT FENCE OR OTHER CITY -APPROVED PERIMETER
<br />CONTROL MUST BE INSTALLED AT ALL LOCATIONS WHERE
<br />CURRENT, PROPOSED OR INTERIM GRADES MAY RESULT IN
<br />EROSION AND RUNOFF TO ADJACENT PROPERTIES.
<br />2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE.
<br />3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND
<br />MAINTAINED AT THE FIRST CATCHBASIN DOWNSTREAM FROM
<br />CONSTRUCTION SITE PRIOR TO EARTH -DISTURBANCE.
<br />(PRODUCT MUST BE APPROVED BY THE CITY AND OFF
<br />MNDOT'S APPROVED/QUALIFIED PRODUCT LIST)
<br />4. PROVIDE CLASS V GRAVEL CONSTRUCTION ENTRANCES TO
<br />CONTROL SOIL MIGRATION.
<br />5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE
<br />UNTIL DISTURBED AREAS CAN BE SODDED OR RE -SEEDED
<br />TO STABILIZE GRADE.
<br />EROSION OPERATIONS AND MAINTENANCE:
<br />1. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN
<br />PLACE AND MAINTAINED IN GOOD CONDITION TO THE
<br />SATISFACTION OF THE CITY ENGINEER UNTIL THE SITE HAS
<br />BEEN STABILIZED.
<br />2. ALL SEDIMENT CONTAINMENT FEATURES SUCH AS SILT
<br />FENCE, INLET PROTECTION, ETC. SHALL BE CLEANED OUT
<br />WHEN 1/3 OF THE CAPACITY IS DIMINISHED.
<br />3. SILT FENCES AND OTHER SEDIMENT BARRIERS SHALL BE
<br />REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
<br />PURPOSE BUT NOT BEFORE THE UPWARD SLOPE AREA HAS
<br />BEEN PERMANENTLY STABILIZED.
<br />EROSION CONTROL INSPECTION AND DOCUMENTATION
<br />1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
<br />INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY RAIN
<br />EVENT OF 0.5 INCHES OR MORE.
<br />I "'tpVol" (954. �g5�> -. x t 2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL
<br />X.(9S4 ` �� g�BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF
<br />Xg�' xghha �a 24 60� xg`' x INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED,
<br />XCP W , O0 .� �,, 6j' 0 165a Lu RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES.
<br />N h B3 4 o PRpP�tK. 3
<br />g � �. OR�� � •oo. k ��
<br />PROPOSED-
<br />DRIVEWAY
<br />ROPOSED DRIVEWAY LA
<br />Xe
<br />h`'� X g � �� � � 1 D ^� rx�
<br />Xg x�,�
<br />g
<br />C�"
<br />to g54.00) 3 4.9 " 54.60 'e. (g54.6O) t 70Q` STOOP 9j5;67' ri 7:83`r) 012.16' 12.31'
<br />�' g g
<br />Xg�'� ` (31
<br />$ 12:0o a ' PARTIp �a X°� x
<br />g (TW 954.6) i COVE UN
<br />, 7-fl4 ;�-••.r.;.�.� - �- � DOG R
<br />(g -
<br />53.OG) (SW 953.2) f--
<br />a D
<br />N PROPOSE '
<br />953.0} " � �► IJ14��7 f g`�k I�
<br />W o (TW 12A0' HOUSE a j� OLX5s
<br />a u ` mCN
<br />(BW 949.6 crO pp 13.50' ' i\l gh DWeil;ng
<br />xgh \ N r (954.24). Existing
<br />Cp
<br />fix \ 3 1.0
<br />g 1 m (949) �„ 21:00' 0 X q
<br />xg
<br />�yg 6 L6 22.33'
<br />\ o Co
<br />g `g52i 948 B1�
<br />(948) f� 411 r�
<br />ROPOSED s� X°' Deck
<br />FILTRATION BASIN PROPOSED t9.5o' Xg Existing
<br />• � t
<br />RETAINING WAL
<br />flag\1�C�� gh�'�
<br />a N - PROPOSED a r gyy� gh�
<br />- PATIO /�''
<br />4PVC 1=g45.60 �� XCP �O
<br />"INSTALL 4" PRF P, _ l g54.3D X g
<br />g rA60 �4 R=947.20
<br />-=945• 1=945.00 `F►o�i (954) I
<br />ti - Oe 9INSTALL 30" 1+ (953) �� I �i' X, x
<br />^� X PRECAST CATCH 11 °{,
<br />gy p' BASIN WITH R-6116 ,, r.; N XC'
<br />XC' APPROVED
<br />X (951 •5) (AND GRATECH BASIN PL
<br />0x XC x
<br />h,5ti p X °yti EOUAI) 1 (rNV g4&.50) j X gory \ g�� X �'� X g
<br />,1
<br />Xg�kN
<br />ti (BW 946.2) , S 11 r YO
<br />ti ,1 1 I+ w CP" FILTRATION BASIN DETAIL
<br />N
<br />ghry. X TW 951.5
<br />X a ( + ti. n F
<br />g N gs?.2
<br />X° +1 1 S
<br />-1 .-5, _� o
<br />X x 11 Fhry
<br />--
<br />+1+1 y 1+ S F/ U m CD xg�'
<br />U1 N� XgR -
<br />r
<br />95 11 a ��> w ° m v
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<br />X f g0. X , N
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<br />X _
<br />s ,1+ �, O 19
<br />x
<br />`+
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<br />aoto S �h'. r o ? J
<br />942.6 c x - i>>� s 1a2 W�X�7 f
<br />o Xgo�" fig�y. = _ ._ _ yG, EXISTING _ > a
<br />�$' m c _, . RETAINING --WALL _
<br />_.
<br />g N _ �X1tN �#SE 15.
<br />I ' �� x g�' -
<br />X _ ._ _ __coo o EXISTING '� Bpp�Hom - ( N xg�
<br />m ° a RETAINING WALLX CRY Of g 5.3 - ✓
<br />Zr
<br />oft
<br />Planning S
<br />F@YtQWo T_ Xg;
<br />EXISTING
<br />RETAINING
<br />SITAYG WALL x `' y"' ��'� b Z5' _i �� , - w - Site Plan Review Date:
<br />BENCH MARK: _ _
<br />SET BACK REQUIREMENTS: xg 1 '�2�L.__
<br />Q TOP NUT HYDRANT JUST NORTH OF SUBJECT PROPERTY `. NE)PPRpVEO
<br />30' FRONT HOUSE TO R.O.W. g
<br />ELEVATION = 960.50 (NGVD 29) �/� ° _ �°. - 4 Contour (o•FI.W E3 APPROVED WITH REVISIONS (see notes)
<br />0' FRONT GARAGE TO R.O.W. � as ��.• �an`r��e . w _� 9z9•
<br />t fl DEN E
<br />3
<br />10' SIDE HOUSE TO PROPERTY LINE
<br />10' SIDE GARAGE TO PROPERTY LINE
<br />REAR SETBACK IS THE AVERAGE SETBACK OF THE
<br />NEIGHBORING HOUSES TO THE ORDINARY HIGH WATER LINE
<br />REV. NO.
<br />DATE
<br />BY
<br />DESCRIPTION
<br />I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER
<br />MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
<br />1
<br />09-03-2013
<br />AJM
<br />REVISED PER CITY COMMENTS
<br />UNDER THE LAWS OF THE STATE OF MINNESOTA.
<br />2
<br />9-17-2013
<br />AJM
<br />REVISED PER CITY COMMENTS
<br />3
<br />09-19-2013
<br />AJM
<br />REVISED PER CITY COMMENTS
<br />NAME TIM ARVIDSON LIC. NO
<br />25502
<br />DATE 09-19-13
<br />�etOrll�a (NGVD 29g Staff:
<br />c°'oP �� 932.E i o f Water M\ 11 p2g g NGVD 2)
<br />_ -'' edge4 2013 928.4
<br />gory. _ ,- (�k2 ON DULY 2 ' ELEVATION
<br />EAT\ON TER (ONW)
<br />WATER N\GN WA
<br />� .. pRDINAR
<br />I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER DESIGNED
<br />MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS AJ M CERTIFICATE OF SURVEY SHEET
<br />OF THE STATE OF MINNESOTA. „
<br />NAME Hdrun j. i-logu-b ` LIC. NO.
<br />DATE 09-19-2013
<br />DRAWN
<br />DRW
<br />CHECKED
<br />AJM
<br />-. tans roo e
<br />PART OF LOTS 25, 26, 27, & 28
<br />SPRING PARK
<br />OF
<br />1
<br />SEP
<br />OF79-013
<br />- �;li a S r ORO/VQ
<br />
|