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Home My WebLink About2013 Grading Plan3 D N I n v il? N I Y L d i CA C L C1 L D I Li 0 0 0) C 0 n I Y a s N I 10 :v Q 4? I�rCZ -771C Z7 0 0 20 40J??7J4 S SCALE FEET 3227 C4SCO %OW61-1ro, 11'V1 ► T -� O0, lop F 0R0Nv Orientation of the bearing system is based BENCHMARK SMP AN �A GRADING PLAN i on HennepinCounty Coordinates, NAD TNH=960.50APPROVED 83, (1996 adjustment). AWWI REVISIONS p DI LOT AREA SQUARE FOOTAGE: 49825 SQUARE FEET APPROXIMATE SQUARE FOOTAGE*; PROPOSED HOUSE AREA = 5619 PROPOSED DETACHED GARAGE AREA=805 PROPOSED DRIVEWAY/SIDEWALK AREA = 4635 EXISTING BOAT HOUSE AREA = 380 PATIO/PATIO STAIR STAIRS = 726 PROPOSED STEPS = 149 RETAINING WALL WITHIN 75' OF LAKE =123 IMPERVIOUS SURFACE = 12,437 PROPOSED HARDCOVER PERCENTAGE = 24.96% STORMWATER QUALITY OVERLAY DISTRICT: TIER 1 Parcel 1: 27: Ispa ying between said vacated avenue and shore of lake which lies between the Southerly extension of the Westerly and Easterly lines of said Lam, pRW_FK,n County, Minnesota. ( Contains 10;638 sq. ft.) Parcel 2 - Westerly 40 feet of Lot 25, also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and shore of lake which Lies between the Southerly extension of the westerly line of said Lot 25 and of the Easterly line of the Westerly 40 feet thereof, SPRING PARK, Hennepin County, Minnesota. ( Contains '15,981 sq. ft.) Parcel 3: Lot 26 and also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and the shore of lake which lies between the Southerly extension of the Westerly and Eeasterly lines of said Lot 26, SPRING PARK, Hennepin County, Minnesota. ( Contains 16,186 sq. ft.) Parcel 4: All that part of Lot 28 and of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and shore of lake described as follows: Beginning at the Northeast corner of Lot 28; thence Southerly along the East line thereof and its Southerly extension to shore of Lake; thence Westerly along said shore of lake to its intersection with a straight line drawn from a point on Northerly line of said lot 28 distant 45.5 ft Westerly from the Northeast corner thereof to shore of Lake passing through a point 9 ft Westerly at right angles to the Southerly extension of the Easterly line of said Lot 28 from a point 262.5 feet southerly of Northeast corner thereof; thence Northerly along said straight line to Northerly line of Lot 28; thence Easterly to beginning, SPRING PARK, Hennepin County, Minnesota. ( Contains 7,006 sq. ft.) PROPOSED ELEVATIONS: TOP OF FOUNDATION - 954.94 MAIN FLOOR = 957.00 SURVEYOR: GARAGE FLOOR = 954.70 Stcnebrooke Engineering, Inc. TOP OF LOOKOUT FOUNDATION = 949.33 12279 Nicollet Ave. S. TOP OF LOOKOUT FOUNDATION = 950.33 Burnsville, MN 55337 BASEMENT FLOOR (LO) = 946.30 Phone: 952-402-9202 NOTE: Fax: 952-403-6803 SEE BUILDING PLANS FOR www.stonebrookeengineering.com ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION & EXTENT OF BUILDING PAD SOILS CORRECTION. - B rbc Alp DA -TE '-y a 01 ' X F' -t C\e .,_ rdic;al Found �udic;al \� � \Found r RLS 1333 Lond, rk ss63 Landmark Tract D, RIM GRAVEL,4„ w Jam- x �g55•CD) gh` X 81`01 ? 956:91 SURFACE X S x �o�C ROCK _ O �Q 9"q,9 gh % ENTRANCE Xg SG of Lat 2B / X Ga EDGE pF NE Corner j X _.,.--�''� 6' V��ood Fenc ,` � X xg �� ' Xe , 201\ 65 5 5a C93 J0 5 -� g 5 `g55� PROPOSED a 4 �'6�- - X 0 , DRIVEWAY -'� CK LONE °o ��. pIN SETBAOL _ BU G ice, P, m .gyp - _ m o o�natnot�Lo _ - `g54i 3i 0 EROSION CONTROL NOTES: 1. SILT FENCE OR OTHER CITY -APPROVED PERIMETER CONTROL MUST BE INSTALLED AT ALL LOCATIONS WHERE CURRENT, PROPOSED OR INTERIM GRADES MAY RESULT IN EROSION AND RUNOFF TO ADJACENT PROPERTIES. 2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE. 3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND MAINTAINED AT THE FIRST CATCHBASIN DOWNSTREAM FROM CONSTRUCTION SITE PRIOR TO EARTH -DISTURBANCE. (PRODUCT MUST BE APPROVED BY THE CITY AND OFF MNDOT'S APPROVED/QUALIFIED PRODUCT LIST) 4. PROVIDE CLASS V GRAVEL CONSTRUCTION ENTRANCES TO CONTROL SOIL MIGRATION. 5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE UNTIL DISTURBED AREAS CAN BE SODDED OR RE -SEEDED TO STABILIZE GRADE. EROSION OPERATIONS AND MAINTENANCE: 1. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND MAINTAINED IN GOOD CONDITION TO THE SATISFACTION OF THE CITY ENGINEER UNTIL THE SITE HAS BEEN STABILIZED. 2. ALL SEDIMENT CONTAINMENT FEATURES SUCH AS SILT FENCE, INLET PROTECTION, ETC. SHALL BE CLEANED OUT WHEN 1/3 OF THE CAPACITY IS DIMINISHED. 3. SILT FENCES AND OTHER SEDIMENT BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE BUT NOT BEFORE THE UPWARD SLOPE AREA HAS BEEN PERMANENTLY STABILIZED. EROSION CONTROL INSPECTION AND DOCUMENTATION 1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY RAIN EVENT OF 0.5 INCHES OR MORE. I "'tpVol" (954. �g5�> -. x t 2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL X.(9S4 ` �� g�BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF Xg�' xghha �a 24 60� xg`' x INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED, XCP W , O0 .� �,, 6j' 0 165a Lu RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES. N h B3 4 o PRpP�tK. 3 g � �. OR�� •oo. k �� PROPOSED- DRIVEWAY ROPOSED DRIVEWAY LA Xe h`'� X g � �� 1 D ^� rx� Xg x�,� g C�" to g54.00) 3 4.9 " 54.60 'e. (g54.6O) t 70Q` STOOP 9j5;67' ri 7:83`r) 012.16' 12.31' �' g g Xg�'� ` (31 $ 12:0o a ' PARTIp �a X°� x g (TW 954.6) i COVE UN , 7-fl4 ;�-••.r.;.�.� - �- � DOG R (g - 53.OG) (SW 953.2) f-- a D N PROPOSE ' 953.0} " � �► IJ14��7 f g`�k I� W o (TW 12A0' HOUSE a j� OLX5s a u ` mCN (BW 949.6 crO pp 13.50' ' i\l gh DWeil;ng xgh \ N r (954.24). Existing Cp fix \ 3 1.0 g 1 m (949) �„ 21:00' 0 X q xg �yg 6 L6 22.33' \ o Co g `g52i 948 B1� (948) f� 411 r� ROPOSED s� X°' Deck FILTRATION BASIN PROPOSED t9.5o' Xg Existing • � t RETAINING WAL flag\1�C�� gh�'� a N - PROPOSED a r gyy� gh� - PATIO /�'' 4PVC 1=g45.60 �� XCP �O "INSTALL 4" PRF P, _ l g54.3D X g g rA60 �4 R=947.20 -=945• 1=945.00 `F►o�i (954) I ti - Oe 9INSTALL 30" 1+ (953) �� I �i' X, x ^� X PRECAST CATCH 11 °{, gy p' BASIN WITH R-6116 ,, r.; N XC' XC' APPROVED X (951 •5) (AND GRATECH BASIN PL 0x XC x h,5ti p X °yti EOUAI) 1 (rNV g4&.50) j X gory \ g�� X �'� X g ,1 Xg�kN ti (BW 946.2) , S 11 r YO ti ,1 1 I+ w CP" FILTRATION BASIN DETAIL N ghry. X TW 951.5 X a ( + ti. n F g N gs?.2 X° +1 1 S -1 .-5, _� o X x 11 Fhry -- +1+1 y 1+ S F/ U m CD xg�' U1 N� XgR - r 95 11 a ��> w ° m v gUj }• 7 1,_. S ....... ,.r� ... 3 _ - 1, ✓ X f g0. X , N k0 s X w X _ s ,1+ �, O 19 x `+ F �, aoto S �h'. r o ? J 942.6 c x - i>>� s 1a2 W�X�7 f o Xgo�" fig�y. = _ ._ _ yG, EXISTING _ > a �$' m c _, . RETAINING --WALL _ _. g N _ �X1tN �#SE 15. I ' �� x g�' - X _ ._ _ __coo o EXISTING '� Bpp�Hom - ( N xg� m ° a RETAINING WALLX CRY Of g 5.3 - ✓ Zr oft Planning S F@YtQWo T_ Xg; EXISTING RETAINING SITAYG WALL x `' y"' ��'� b Z5' _i �� , - w - Site Plan Review Date: BENCH MARK: _ _ SET BACK REQUIREMENTS: xg 1 '�2�L.__ Q TOP NUT HYDRANT JUST NORTH OF SUBJECT PROPERTY `. NE)PPRpVEO 30' FRONT HOUSE TO R.O.W. g ELEVATION = 960.50 (NGVD 29) �/� ° _ �°. - 4 Contour (o•FI.W E3 APPROVED WITH REVISIONS (see notes) 0' FRONT GARAGE TO R.O.W. � as ��.• �an`r��e . w _� 9z9• t fl DEN E 3 10' SIDE HOUSE TO PROPERTY LINE 10' SIDE GARAGE TO PROPERTY LINE REAR SETBACK IS THE AVERAGE SETBACK OF THE NEIGHBORING HOUSES TO THE ORDINARY HIGH WATER LINE REV. NO. LEGEND • MONUMENT FOUND o IRON PIPE MONUMENT SET i WOOD HUB SET DRAINAGE ARROW 1 EXISTNG SPOT ELEVATION X1oti�' REVISED PER CITY COMMENTS (1027.76) PROPOSED ELEVATION 1D27.7s AS -BUILT ELEVATION REVISED PER CITY COMMENTS PROPOSED CONTOURS 3 EXISTING CONTOURS AJM FIRE HYDRANT CATCH BASIN sT ® SEWER MANHOLES �B MAILBOX g CURB STOP UTILITY PEDESTAL LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE TREE REMOVAL s F PROPOSED SILT FENCE LEGAL DESCRIPTION I�rCZ -771C Z7 0 0 20 40J??7J4 S SCALE FEET 3227 C4SCO %OW61-1ro, 11'V1 ► T -� O0, lop F 0R0Nv Orientation of the bearing system is based BENCHMARK SMP AN �A GRADING PLAN i on HennepinCounty Coordinates, NAD TNH=960.50APPROVED 83, (1996 adjustment). AWWI REVISIONS p DI LOT AREA SQUARE FOOTAGE: 49825 SQUARE FEET APPROXIMATE SQUARE FOOTAGE*; PROPOSED HOUSE AREA = 5619 PROPOSED DETACHED GARAGE AREA=805 PROPOSED DRIVEWAY/SIDEWALK AREA = 4635 EXISTING BOAT HOUSE AREA = 380 PATIO/PATIO STAIR STAIRS = 726 PROPOSED STEPS = 149 RETAINING WALL WITHIN 75' OF LAKE =123 IMPERVIOUS SURFACE = 12,437 PROPOSED HARDCOVER PERCENTAGE = 24.96% STORMWATER QUALITY OVERLAY DISTRICT: TIER 1 Parcel 1: 27: Ispa ying between said vacated avenue and shore of lake which lies between the Southerly extension of the Westerly and Easterly lines of said Lam, pRW_FK,n County, Minnesota. ( Contains 10;638 sq. ft.) Parcel 2 - Westerly 40 feet of Lot 25, also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and shore of lake which Lies between the Southerly extension of the westerly line of said Lot 25 and of the Easterly line of the Westerly 40 feet thereof, SPRING PARK, Hennepin County, Minnesota. ( Contains '15,981 sq. ft.) Parcel 3: Lot 26 and also that part of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and the shore of lake which lies between the Southerly extension of the Westerly and Eeasterly lines of said Lot 26, SPRING PARK, Hennepin County, Minnesota. ( Contains 16,186 sq. ft.) Parcel 4: All that part of Lot 28 and of vacated Lake Shore Avenue and of the tract of land lying between said vacated avenue and shore of lake described as follows: Beginning at the Northeast corner of Lot 28; thence Southerly along the East line thereof and its Southerly extension to shore of Lake; thence Westerly along said shore of lake to its intersection with a straight line drawn from a point on Northerly line of said lot 28 distant 45.5 ft Westerly from the Northeast corner thereof to shore of Lake passing through a point 9 ft Westerly at right angles to the Southerly extension of the Easterly line of said Lot 28 from a point 262.5 feet southerly of Northeast corner thereof; thence Northerly along said straight line to Northerly line of Lot 28; thence Easterly to beginning, SPRING PARK, Hennepin County, Minnesota. ( Contains 7,006 sq. ft.) PROPOSED ELEVATIONS: TOP OF FOUNDATION - 954.94 MAIN FLOOR = 957.00 SURVEYOR: GARAGE FLOOR = 954.70 Stcnebrooke Engineering, Inc. TOP OF LOOKOUT FOUNDATION = 949.33 12279 Nicollet Ave. S. TOP OF LOOKOUT FOUNDATION = 950.33 Burnsville, MN 55337 BASEMENT FLOOR (LO) = 946.30 Phone: 952-402-9202 NOTE: Fax: 952-403-6803 SEE BUILDING PLANS FOR www.stonebrookeengineering.com ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION & EXTENT OF BUILDING PAD SOILS CORRECTION. - B rbc Alp DA -TE '-y a 01 ' X F' -t C\e .,_ rdic;al Found �udic;al \� � \Found r RLS 1333 Lond, rk ss63 Landmark Tract D, RIM GRAVEL,4„ w Jam- x �g55•CD) gh` X 81`01 ? 956:91 SURFACE X S x �o�C ROCK _ O �Q 9"q,9 gh % ENTRANCE Xg SG of Lat 2B / X Ga EDGE pF NE Corner j X _.,.--�''� 6' V��ood Fenc ,` � X xg �� ' Xe , 201\ 65 5 5a C93 J0 5 -� g 5 `g55� PROPOSED a 4 �'6�- - X 0 , DRIVEWAY -'� CK LONE °o ��. pIN SETBAOL _ BU G ice, P, m .gyp - _ m o o�natnot�Lo _ - `g54i 3i 0 EROSION CONTROL NOTES: 1. SILT FENCE OR OTHER CITY -APPROVED PERIMETER CONTROL MUST BE INSTALLED AT ALL LOCATIONS WHERE CURRENT, PROPOSED OR INTERIM GRADES MAY RESULT IN EROSION AND RUNOFF TO ADJACENT PROPERTIES. 2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE. 3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND MAINTAINED AT THE FIRST CATCHBASIN DOWNSTREAM FROM CONSTRUCTION SITE PRIOR TO EARTH -DISTURBANCE. (PRODUCT MUST BE APPROVED BY THE CITY AND OFF MNDOT'S APPROVED/QUALIFIED PRODUCT LIST) 4. PROVIDE CLASS V GRAVEL CONSTRUCTION ENTRANCES TO CONTROL SOIL MIGRATION. 5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE UNTIL DISTURBED AREAS CAN BE SODDED OR RE -SEEDED TO STABILIZE GRADE. EROSION OPERATIONS AND MAINTENANCE: 1. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND MAINTAINED IN GOOD CONDITION TO THE SATISFACTION OF THE CITY ENGINEER UNTIL THE SITE HAS BEEN STABILIZED. 2. ALL SEDIMENT CONTAINMENT FEATURES SUCH AS SILT FENCE, INLET PROTECTION, ETC. SHALL BE CLEANED OUT WHEN 1/3 OF THE CAPACITY IS DIMINISHED. 3. SILT FENCES AND OTHER SEDIMENT BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE BUT NOT BEFORE THE UPWARD SLOPE AREA HAS BEEN PERMANENTLY STABILIZED. EROSION CONTROL INSPECTION AND DOCUMENTATION 1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY RAIN EVENT OF 0.5 INCHES OR MORE. I "'tpVol" (954. �g5�> -. x t 2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL X.(9S4 ` �� g�BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF Xg�' xghha �a 24 60� xg`' x INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED, XCP W , O0 .� �,, 6j' 0 165a Lu RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES. N h B3 4 o PRpP�tK. 3 g � �. OR�� •oo. k �� PROPOSED- DRIVEWAY ROPOSED DRIVEWAY LA Xe h`'� X g � �� 1 D ^� rx� Xg x�,� g C�" to g54.00) 3 4.9 " 54.60 'e. (g54.6O) t 70Q` STOOP 9j5;67' ri 7:83`r) 012.16' 12.31' �' g g Xg�'� ` (31 $ 12:0o a ' PARTIp �a X°� x g (TW 954.6) i COVE UN , 7-fl4 ;�-••.r.;.�.� - �- � DOG R (g - 53.OG) (SW 953.2) f-- a D N PROPOSE ' 953.0} " � �► IJ14��7 f g`�k I� W o (TW 12A0' HOUSE a j� OLX5s a u ` mCN (BW 949.6 crO pp 13.50' ' i\l gh DWeil;ng xgh \ N r (954.24). Existing Cp fix \ 3 1.0 g 1 m (949) �„ 21:00' 0 X q xg �yg 6 L6 22.33' \ o Co g `g52i 948 B1� (948) f� 411 r� ROPOSED s� X°' Deck FILTRATION BASIN PROPOSED t9.5o' Xg Existing • � t RETAINING WAL flag\1�C�� gh�'� a N - PROPOSED a r gyy� gh� - PATIO /�'' 4PVC 1=g45.60 �� XCP �O "INSTALL 4" PRF P, _ l g54.3D X g g rA60 �4 R=947.20 -=945• 1=945.00 `F►o�i (954) I ti - Oe 9INSTALL 30" 1+ (953) �� I �i' X, x ^� X PRECAST CATCH 11 °{, gy p' BASIN WITH R-6116 ,, r.; N XC' XC' APPROVED X (951 •5) (AND GRATECH BASIN PL 0x XC x h,5ti p X °yti EOUAI) 1 (rNV g4&.50) j X gory \ g�� X �'� X g ,1 Xg�kN ti (BW 946.2) , S 11 r YO ti ,1 1 I+ w CP" FILTRATION BASIN DETAIL N ghry. X TW 951.5 X a ( + ti. n F g N gs?.2 X° +1 1 S -1 .-5, _� o X x 11 Fhry -- +1+1 y 1+ S F/ U m CD xg�' U1 N� XgR - r 95 11 a ��> w ° m v gUj }• 7 1,_. S ....... ,.r� ... 3 _ - 1, ✓ X f g0. X , N k0 s X w X _ s ,1+ �, O 19 x `+ F �, aoto S �h'. r o ? J 942.6 c x - i>>� s 1a2 W�X�7 f o Xgo�" fig�y. = _ ._ _ yG, EXISTING _ > a �$' m c _, . RETAINING --WALL _ _. g N _ �X1tN �#SE 15. I ' �� x g�' - X _ ._ _ __coo o EXISTING '� Bpp�Hom - ( N xg� m ° a RETAINING WALLX CRY Of g 5.3 - ✓ Zr oft Planning S F@YtQWo T_ Xg; EXISTING RETAINING SITAYG WALL x `' y"' ��'� b Z5' _i �� , - w - Site Plan Review Date: BENCH MARK: _ _ SET BACK REQUIREMENTS: xg 1 '�2�L.__ Q TOP NUT HYDRANT JUST NORTH OF SUBJECT PROPERTY `. NE)PPRpVEO 30' FRONT HOUSE TO R.O.W. g ELEVATION = 960.50 (NGVD 29) �/� ° _ �°. - 4 Contour (o•FI.W E3 APPROVED WITH REVISIONS (see notes) 0' FRONT GARAGE TO R.O.W. � as ��.• �an`r��e . w _� 9z9• t fl DEN E 3 10' SIDE HOUSE TO PROPERTY LINE 10' SIDE GARAGE TO PROPERTY LINE REAR SETBACK IS THE AVERAGE SETBACK OF THE NEIGHBORING HOUSES TO THE ORDINARY HIGH WATER LINE REV. NO. DATE BY DESCRIPTION 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 PROFESSIONAL ENGINEER 1 09-03-2013 AJM REVISED PER CITY COMMENTS UNDER THE LAWS OF THE STATE OF MINNESOTA. 2 9-17-2013 AJM REVISED PER CITY COMMENTS 3 09-19-2013 AJM REVISED PER CITY COMMENTS NAME TIM ARVIDSON LIC. NO 25502 DATE 09-19-13 �etOrll�a (NGVD 29g Staff: c°'oP �� 932.E i o f Water M\ 11 p2g g NGVD 2) _ -'' edge4 2013 928.4 gory. _ ,- (�k2 ON DULY 2 ' ELEVATION EAT\ON TER (ONW) WATER N\GN WA � .. pRDINAR I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER DESIGNED MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS AJ M CERTIFICATE OF SURVEY SHEET OF THE STATE OF MINNESOTA. „ NAME Hdrun j. i-logu-b ` LIC. NO. DATE 09-19-2013 DRAWN DRW CHECKED AJM -. tans roo e PART OF LOTS 25, 26, 27, & 28 SPRING PARK OF 1 SEP OF79-013 - �;li a S r ORO/VQ