The URL can be used to link to this page

Home My WebLink About2014 Certificate of Survey3 U 00 N I Ln N (D LL I a 0 L 0 n c L a cc a 0 0 3 O C 0 I r1r, 0 r w D' I— U W 0 g I a W r2 c9 I O N 11; O U O Parcel 1: Lot 27, 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 and Easterly lines of said Lot 27, SPRING PARK, Hennepin — C urety ,Minnesota. -G ns 1-0G;638 sq. ft.) Parcel 2: CZWTI�IC 4TH' Of' �S IWVZ7)__,,� 322 7 ��4SCO Cly,cyz. oy � I OY V0. X1 1 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 Stonebrooke 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. r' X SET BACK REQUIREMENTS: BENCH MARK: TOP NUT HYDRANT JUST NORTH OF SUBJECT PROPERTY 30' FRONT HOUSE TO R.O.W. ELEVATION = 960.50 (NGVD 29) 30' FRONT GARAGE TO R.O.W. 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 1 09-03-2013 AJM REVISED PER CITY COMMENTS MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 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 4 10-03-2013 AJM REVISED GRADES C 11 1 NAME TIM ARVIDSON LIC. No. 25502 DATE 10-03-13 BENCHMARK 1 TNH=960.50 rp Cb RIM 95.6-( 1 LDG� OF , f q- 65°50 50,, 5 X 9h�o L11 � \ ii N X9 \ CIS \ u � N xe Aj J 'ludic al Found judicial RLS 1333 Foun� ark" Lond�lr_: �- 9ss3 Landrr' Tract D' f 4 f ACE �\Y- 81°01,14» W ----=-X C9506�. .X XC \ r i e lxl NE Corner of Lot 2B P. - '%ft Xi X / 95Q xll° EXISTIN61'-- RETAINING' WA4L' TO STAY _ xCb X °' gpa �� X� p 0- a � 1 X � 1 X c \ I x9 ( M u7 0),, X` vc Xc 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. 2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED, RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES. Deck Existing m - M - - _ - -- O H contour ka 'V s c ter N Edge Of Wdt M l n n eto 929 9' N D 29i C� �i E R RY WI, - ' ,"•-' .�✓ WPTE HIGH Rp1NP 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 AJM OF THE STATE OF MINNESOTA. DRAWN DRW CHECKED NAME Aaron J. Mages LIC. No. 45507 DATE 10-03-2013 AJM ton ,broo e Engineering REsponsible S®lutlonsgra CERTIFICATE OF SURVEY SHEET PART OF LOTS 25, 26, 27, & 28 of SPRING PARK 1 86"t for Cope camp PLAN CHECKED B DAiE f LEGEND • MONUMENT FOUND o IRON PIPE MONUMENT SET 0 20 40 ■ WOOD HUB SET I SCALE FEET —► DRAINAGE ARROW ory�^ EXISTNG SPOT ELEVATION X 1 Orientation of the bearing system is based (1027.76) PROPOSED ELEVATION on Hennepin County Coordinates, NAD 83, (1996 adjustment). ,oz7.7s AS -BUILT ELEVATION N PROPOSED CONTOURS EXISTING CONTOURS LOT AREA SQUARE FOOTAGE: 49825 SQUARE FEET FIRE HYDRANT CATCH BASIN APPROXIMATE SQUARE FOOTAGE*: ® PROPOSED HOUSE AREA = 5619 ST �s SEWER MANHOLES PROPOSED DRIVEWAY/SIDEWALK AREA = 4255 EXISTING BOAT HOUSE AREA = 380 MMB MAILBOX PATIO/PATIO STAIR STAIRS = 726 RETAINING WALL WITHIN 75' OF LAKE =212 g CURB STOP n UTILITY PEDESTAL IMPERVIOUS SURFACE = 1 1 ,192 PROPOSED HARDCOVER PERCENTAGE = 22.46% LIGHT POLE STORMWATER QUALITY OVERLAY DISTRICT: TIER 1 SIGN DECIDUOUS TREE CONIFEROUS TREE TREE REMOVAL s F PROPOSED SILT FENCE LEGAL DESCRIPTION Parcel 1: Lot 27, 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 and Easterly lines of said Lot 27, SPRING PARK, Hennepin — C urety ,Minnesota. -G ns 1-0G;638 sq. ft.) Parcel 2: CZWTI�IC 4TH' Of' �S IWVZ7)__,,� 322 7 ��4SCO Cly,cyz. oy � I OY V0. X1 1 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 Stonebrooke 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. r' X SET BACK REQUIREMENTS: BENCH MARK: TOP NUT HYDRANT JUST NORTH OF SUBJECT PROPERTY 30' FRONT HOUSE TO R.O.W. ELEVATION = 960.50 (NGVD 29) 30' FRONT GARAGE TO R.O.W. 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 1 09-03-2013 AJM REVISED PER CITY COMMENTS MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 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 4 10-03-2013 AJM REVISED GRADES C 11 1 NAME TIM ARVIDSON LIC. No. 25502 DATE 10-03-13 BENCHMARK 1 TNH=960.50 rp Cb RIM 95.6-( 1 LDG� OF , f q- 65°50 50,, 5 X 9h�o L11 � \ ii N X9 \ CIS \ u � N xe Aj J 'ludic al Found judicial RLS 1333 Foun� ark" Lond�lr_: �- 9ss3 Landrr' Tract D' f 4 f ACE �\Y- 81°01,14» W ----=-X C9506�. .X XC \ r i e lxl NE Corner of Lot 2B P. - '%ft Xi X / 95Q xll° EXISTIN61'-- RETAINING' WA4L' TO STAY _ xCb X °' gpa �� X� p 0- a � 1 X � 1 X c \ I x9 ( M u7 0),, X` vc Xc 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. 2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED, RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES. Deck Existing m - M - - _ - -- O H contour ka 'V s c ter N Edge Of Wdt M l n n eto 929 9' N D 29i C� �i E R RY WI, - ' ,"•-' .�✓ WPTE HIGH Rp1NP 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 AJM OF THE STATE OF MINNESOTA. DRAWN DRW CHECKED NAME Aaron J. Mages LIC. No. 45507 DATE 10-03-2013 AJM ton ,broo e Engineering REsponsible S®lutlonsgra CERTIFICATE OF SURVEY SHEET PART OF LOTS 25, 26, 27, & 28 of SPRING PARK 1 86"t for Cope camp PLAN CHECKED B DAiE f