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HomeMy WebLinkAbout3211721440038-10102014�ErZm I T 139 0 (� 5�l 7 00tA ft) -,00 3F New #ome 918.64x 919.31 PROPOSED SITE PLAN - 918.12 917.66CONCRETE 0 917.93 B 919.05 917.30 5517 HIGHLAND ROAD . ROAD......!%: SSMH.. 918.16...., SS ..... SS.... .9O CLAY ...HIGHLAND SS SS.... SS SS., SS..:.SS T'.�8,84RIM 9450 :.:' SS.. SS.. SS.. .. SS SS SS i Wg.65 :.. SS SS ss SSMH 920.3 6 LOT 1BLOCK '� COUNTRYSIDE .'.......:. . ... x9ia:to, .. RECOR f 60'...PUBLIC RIGHT-OF-WAY .. y... 3 RECORD . 917.70. INV go . 9" SEWER MAIN TUMINOUS ROADWAY - INVBI ±910.4 INV 911.60 AT SERVICE STUB` (PER CITY MAPS) ... .. SEWER SERVICE . :.::..:.:..... . ... CITY OF EDINA, HENNEPIN CMINNESOTAOWATER UNTY, 0 _ .. ..: SERVICE 'MARKED N FIELD MARKED IN FIELD / \v - fn ^` 919.33 ' v SURVEY BENCHMARK: 917.89 918.09 918.18 918.56 CONCRETE CURB 919.09 c e / TOP NUT FIRE HYDRANT SECTION 32, T117N, R21 W 917.50 X 91a.47 918.84 919.42 919 78 ' / y0� ELEV. 924.46 (NGVD29) •, 917.89 918.26 S ST ST ST ST ST- r �0 / � r 3 0 5 10 9�0 ST ST ST ST ST ST ST �yy`ti 1 INCH EQUALS 10 FEET • A-- 211 " 47"79 17.00 � STORM SEWER SUMP LINE X 919.47 � ° Q PP GUY WIRE _ p R- 20(7'70 p� (M& V) VN/ X 918.68 X918.92 (FOR SUMP PUMPS) MARKED IN FIELD / / • .* \ BASIS FOR BEARINGS: HENNEPIN COUNTY FOUND 1/2" PE X918.54 p &R / COORDINATE SYSTEM NAD83(11996MEASUREMENTS RLSIRO2135 L= 07.00 SOUTH RIGHT-OF-WAY FOUND 1/2" FOUND 1/2" + (AS PER REAL-TIME GPS S1'53'21 "E 0.84 ELEV. 918.82 / CH.L= 0 LINE OF HIGHLAND ROAD STEEL ROD ELEV. 918.98 ' " / / / IRON PIPE °Gry +" '-OF UTILIZING MINNESOTA DEPARTMENT I CH. BRG-1 W4-5'1"E • 89 51 05 E 127.70 (M&R) IV 9'51'05" E 134.98 (M) _ _ _ _ _ _ �� TRANSPORTATION VRS ___ 135.00 (R) . CS REAL-TIME GPS NETWORK) K 0 FOR RO ------24 ENTRA CON TRUCTION 919 E SEE LANS BY • r • yr BASIS FOR ELEVATION: 6AK_ SUNDE NGINEER G. 20' OAK MOOR O y. D , • • TOP NUT OF FIRE HYDRANT ON THE NORTH SIDE OF 919 12E X 919.46 o N 0 °' rn « ■• . .: HIGHLAND ROAD, BETWEEN #5508 & #5512. I 19.85 " a �i ) ELEV. 924.46 (NGVD29) (PER CITY OF EDINA) 11" SPRUCE o X919. 919 2 X919.45 (n �� ��\ CONTOUR INTERVAL=1 FOOT o 920 20 920- X919.35 X919.10 W (� ,,�y 20" CRAB 2 0" APPLE vy` Q O % a"` _ LOT AREA 10" PRUCE w �� D. �/J#, �.� y ..... ` rk 19,099 SQ. FT. I �,, > m °' � ro { d '�' OR 0.4385 ACRES o X919.24 Of oNOTE: GRADING AND SILT FENCE SHOWN N' � VICINITY MAP w AS PER STORMWATER AND EROSION (NO SCALE) N T L PLAN PREPARED BY BRIAN CON RO - ox920.44 UNDSTOCK, P.E., SUNDE ENGINEERING, 1 30 NESBITT AVE. S., BLOOMINGTON, X919.29 I CL MIN ESOTA, 55437. SEE PLAN SHEET X918.71 X PROPOSED SIDEWALK ST1 OR PLAN DETAILING EROSION 919.24 -921 CON L AND PROPOSED SITE GRADING I 919 X 920. 921.10 ZONING REQUIREMENTS 14" SPRUCE - - -- - - -28 - STONE FACADE - - 22.00- - - �? ZONED R-1 - SINGLE DWELLING UNIT DISTRICT = I I O 14.00 I o 927 WALL N MINIMUM LOT AREA - 9,000 SQ. FT. O ��j f I -8-00--------- ----------I 10.74 MINIMUM LOT WIDTH - 75 FEET I o 921 o I 21.39 WEST UNE o tO ONE-STALL ( TOP OF FOUNDATION GARAGE FLOOR MINIMUM LOT DEPTH - 120 FEET OF LOT 12 921 21 N GARAGE O ELEV. ±924.5 ELEV. 924.47 I I o N 04 X9,9 75 X919.32 BUILDING COVERAGE: X918.49 = 621.21 PROPOSED ; BUILDING COVERAGE SHALL BE NOT MORE a.e N GARAGE FLOOR 920.69 ELEV. 921.21 I N EAST UNE a THAN 25% FOR ALL BUILDINGS ANDy.� o 3o.2s 1.0o I of Lor 12 STRUCTURES, PROVIDED, HOWEVER, THAT / Q 921.10 21.00 35 7s �� THE COMBINED TOTAL AREA OCCUPIED a � �'� X919.5 o I o LOT 111 BY ALL ACCESSORY BUILDINGS AND 5517 HIGHLAND ROAD (FRONT) 28" MAPLE 0 O 5.00 STRUCTURES, EXCLUDING ATTACHED EDINA, MINNESOTA No O I PROPOSED I Q GARAGES, SHALL NOT EXCEED 1,000 SQ. FT. (TO BE REMOVED) CV x o GARAGE FLOOR ELEV. 921.21 I X 919.45 -- 0.36 DOOR R BUILDING SETBACKS: ,� j N CV � r FCOVERED OPEN PORCH s21.10 I THRESHOLD ��37.25 ELEV. 924.50 �? v FRONT - 30 FEET (WHEN MORE THAN 25% O `i I FOR DETAILS ON THE PROPOSED - -- 9 32920 OF THE FRONTAGE ON ONE SIDE JQ O w X918.42 I TWO-STALL RESIDENCE SEE ARCHITECTS PLANS 11.00 5 9.5 74X o aQ OF A STREET BETWEEN OCCUPIED BY 04 r BY STEVE LEMKE DESIGN, LLC GARAGE (n o Q INTERSECTIONS IS 918.21 M I N (PHONE# 612-202-1876) 8 Op � a O c- BUILDINGS HAVING FRONT STREET X N o O _ - - - - - - - - - - - - - - - J 0 O 36" WALNUT 64 N = m v �t SETBACKS OF MORE OR LESS THAN 30 FEET, THE AVERAGE N cv � � PROPOSED PROPOSED TOP O � z � z SETBACK OF SUCH EXISTING - to I FIRST FLOOR OF FOUNDATIO g2° / 922.42 `� BUILDINGS SHALL BE MAINTAINED ELEV. ELEV. 921.60 920 X919.21 D z m ^ Q ^ BY ALL NEW OR RELOCATED �\ o MN BUILDINGS OR STRUCTURES OR 921 10 �`` rn � ADDITIONS THERETO ON THE OQ STEPS 21.00 / \ PROPOSED RESIDENCE PROPOSED 8'00 21.10 o czi k SAME SIDE OF THAT STREET AND Ja EAST LINE 3: 29.78 \ 5517 HIGHLAND ROAD X919.33 rn o BETWEEN SAID INTERSECTIONS. OF LOT 1 \ IF A BUILDING OR STRUCTURE TWO-STORY FRAME BUILDING FOOTPRINT AREA= 2,917 SQ. FT. 92o.ss J FIREPL CE O 21 x919.19 1 � 19.35 OR ADDITION THERETO IS R BE BUILT OR RELOCATED WHERE i� (EXCLUDES OPEN FRONT PORCH) CANTIL R / m TOTAL, FOOTPRINT AREA= 3,205 SQ. FT. I 36" o K O� Ln NOTE: BUILDER L VERIFY IF THE THERE IS AN ESTABLISHED LOWEST FLOOR ELEVATION CAN BE AVERAGE SETBACK, AND THERE 5 � I (INbLUDES OPEN FRONT PORCH) I SERVICED BY THE EXISTING SEWER ARE EXISTING BUILDINGS ON SERVICE STUB OR IF INJECTOR =N� o m \ I PUMP WILL BE NECESSARY. BOTH SIDES OF THE NEW OR SA n MZ 19 � RELOCATED BUILDING OR 5517 HIGHLAND ROAD (REAR) -u� m J� EGRESS o METAL STRUCTURE OR ADDITION EDINA, MINNESOTA X917.57 - X918. PROPOSED / 0ws N 9'9 FENCE NEEDBE0 GREATER (TO BE REMOVED) o 0 3.50 BASEMENT FLOOR i 00 N ELEV. 912.10 \ THAT WHICH WOULD BE o� I Z x o FIREPLACE \ CANTILEVER �,( \ OULDER WALLS ESTABLISHED BY CONNECTING ALINE PARALLEL WITH THE LEGEND chi n J' 00 O o O rr a' 23.50 FRONT LOT LINE CONNECTING -936- EXISTING CONTOUR UNE a m i 3 € z X917.61 917.87 / \ BO R I ,1( \ EGRESS WALL WINDOW 13.00 �������\ X918 °j THE MOST FORWARD PORTION OF THE ADJACENT PRINCIPAL x937.33 EXISTING SPOT ELEVATION t1",11" OXELDER O O �, X918.65 FLOOR ELEVATION SUMMARY BUILDING ON EACH SIDE SSMH O SANITARY SEWER MANHOLE \ 4.00LL SIDE - 10 FEET (THE REQUIRED INTERIOR PP 0 POWER POLE �/ �J \ 17.50 39.00 PROPOSED FIRST FLOOR ELEV- 922.42 SIDE YARD SETBACK SHALL BE ' ADJACENT RESIDENCE (6101 WESTRIDGE BL TOP OF FOUNDATION ELEV. WESTR EXISTING FRONT SETBACK FROM HIGHLAND \ \pAYSFT STEPS 920.69 \ \:; \ G \ \ :.. INCREASED BY 6 INCHES FOR PROPOSED BASEMENT FLOOR ELEV.= 912.10 / EACH FOOT THE BUILDING HEIGHT EXCEEDS 15 FEET WV 0 WATER VALVE TR ❑T TELEPHONE RISER ROAD IS APPROXIMATELY 28.6 FEET 5.0o J� \ 917.39 ELECTRIC LINE 920.69 PROPOSED PATIO (FOOTPRINT= 387 SO. FT.) \ x918.61 0 25" WALNUT PROPOSED TOP OF FOUNDATION ELEV.= 921.60 / REAR - 25 FEET (ALL PRINCIPAL AND ACCESSORY STRUCTURES SHALL EM p ELECTRIC METER GM © GAS METER 42.91 / MARKED IN FIELD 920.55 PROPOSED GARAGE FLOOR ELEV.= 921.12 / MAINTAIN A MINIMUM SETBACK OF n---- / 7.26 978 �r x9ta.za \ 50 FEET FROM THE ORDINARY Ac AIR CONDITIONER _ 920.39 \ NOTE: FIRST FLOOR ELEVATION OF PREVIOUS RESIDENCE WAS HIGH WATER ELEVATION OF ANY NATURALLY OCCURRING LAKE, MEASURED TO BE 92�2.15.� -SS- SANITARY SEWER UNE NOTE: ADJACENT RESIDENCE LIES / * - OFF THE PAPER SPACE OF THIS �- \/ N \ TELEPHONE LINE \( MARKED IN FIELD POND OR STREAM ) -ST- STORM SEWER LINE TDRAWING. A HE PROPERTY LINENS SHOWN UT ��� PP \ T - j\ LOT COVERAGE SUMMARY ATTACHED GARAGE SETBACKS: -OH- OVERHEAD UTILITY UNE TO ACKNOWLEDGE ITS LOCATION. L� x919.37 o � x917• - � 91$ � \ TOTAL FOOTPRINT OF RESIDENCE (INCLUDING OPENFRONT - 3O FEET SIDE - 5 FEET -UE- UNDERGROUND ELECTRIC 501 x918.13 FRONT PORCH) = 3,205 SQ. FT. -UT- UNDERGROUND TELEPHONE \ \ REAR - 25 FEET FOOTPRINT OF REAR PATIO = 387 SQ. FT. - W - WATER MAIN OR SERVICE �g5� uT SOUTH NES OF LOT 12 -� ` ` \ (AS PER CITY OF EDINA ZONING CODE) DENOTES DIMENSION X917.63 Ut - v � MET E TOTAL LOT COVERAGE = 3,592 SQ. FT. (OWNER/CONTRACTOR TO VERIFY BEFORE CONSTRUCTION) (18.8% OF LOT AREA) (M) MEASURED DURING THE COURSE OF THIS SURVEY X 916.29 /�, 145• � �--: NORTH UNE UT ,v 77• `_= RAIN_ � 9.03 . DENOTES RECORD (R) DIMENSION AS PER PLAT OR LEGAL DESCRIPTION /2" OF LOT 2 UT 55 �� (AS PER p�qT NOD EN ADSHED PREPARED PINCND HED HED ��� Coy X 916.63 7pY \�T 91$ 3 COTTONWOOD COOKOE, SURVEY • DENOTES SET MONUMENT IRON WESTERPOF UT SIDE) \ E) 0 22 TNER - OPERATIONS MARKED *KEMPER 18407" CORNLOT 2 up X917.7 �� \ 3.1 OSLO BUILDERS 6844 POINT DRIVE 921 PROPOSED CONTOUR $ ONEC'I 10 K X917.16 ur \ _6T� FOUND 1/2" PINCHED EDINA, MINNESOTA 55345 OFFICE: 612-836-0386 PROPOSED SILT BARRIER KEMPER & ASSOCIATES INC. 44-002 MP SU v0 6L \ oo UT IRON PIPE ELE 917 3 NOTE: UTILITIES SHOWN AS PER FIELD CELL: 612-221-2330 O� DRAINAGE FLOW DIRECTION �01�R�NP�N� 0 6P WE �uT 3.58 MEASUREMENTS TO ABOVE GROUND ENGINEER: 1�6.0o OFFSET STAKE PROFESSIONAL LAND SURVEYORS PCO# 05 20" MAPLE '• 61 FEATURES AND AVAILABLE UTILITY 0H BRIAN MUNDSTOCK, P.E. O*jEE X917.32 0H PLANS. ALL UNDERGROUND UTILITY 721 OLD HIGHWAY 8 N.W. POOR ur -UT PP LOCATIONS TO BE VERIFIED THROUGH SUNDE ENGINEERING, PLL( CERTIFICATION NEW BRIGHTON, MINNESOTA 55112 � GOPHER STATE ONE-CALL (651- 10830 NESBITT AVENUE S. I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR 651-631-0351 1 Lel ADJACENT 5 454-0002 OR 811 PRIOR TO ANY BLOOMINGTON, MN 55437 ) UNDER MY DIRECT SUPERVISION AND THAT FAX 651-631-8805 SHED 0 61j0� EXCAVATION OR CONSTRUCTION. OFFICE: 952-881-1913 1 AM A DULY LICENSED PROFESSIONAL LAND ail:kkempe kemper@pro-ns.net Email: kemper®pro-II9.IIet 30" LOCUST `z" `1� o cc DESIGNER: SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. T �1ti A STEVE LEMKE DESIGN, LLC 2" FOUND 1/2- PINCHED/ 0 PINCHED IRON PIPE �, ``� JORDAN, MN CERTIFICATE S UA T y SOUTHERLY CORNER OF PHONE: 612-202-1876 MARK KEMP Q PLS 18407 , LOT 2 \ DATED THIS DAY OF 014 14129R1 (14129R1.DWG) D.B. DAN COREY z� - KEMPER &ASSOCIATES, INC. �ErZm I T 139 0 (� 5�l 7 00tA ft) -,00 3F New #ome