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HomeMy WebLinkAboutLA18-000076 (1725 Bohns Pt Rd) Ex D Proposed SurveyKEMPER & ASSOCIATES INC. MINNEAPOLIS GAS COMPANY FOUND HENNEPIN COUNTY EASEMENT OVER LOT 11 CAST IRON MONUMENT (BOHNS POINT ROAD) NORTHWEST CORNER OF \ \ FOUND 1/2" IRON PIPE EV.9 PROPOSED SITE PLAN F O R SEC. 16, T117N, R23W NOTE: LOT 11 IS THE 20' ROADWAY .240 9 4 1 0 15 30 PROFESSIONAL LAND SURVEYORS 721 OLD HIGHWAY 8 N.W. "BOHNS POINT ROAD" AND LOT 10 IS THE PARK -LIKE AREA ENCIRCLED FOUND BY LOT 11 PK NAIL ELEV.=951.51 - - �� \ 954 n 955 1725 BOHNS POINT 1 INCH EQUALS 30 FEET f OAD NEW BRIGHTON, MINNESOTA 55112 65151-631 - � LOT / 951.57 952 / / � L� / SSMH 62•?"Jr 955.30 BASIS FOR BEARINGS: HENNEPIN COUNTY 8 FAX 651-631-8805 email: kemper®pro-ns.net 6"&12" ELM 8" SANITARY \EWER--37 RIM 95 .31 45 s / COORDINATE SYSTEM www.kempersurveys.com �p 8' ELM .� -95'05� SS / / 6'SD CITY OF ORONO HENNEPIN COUNTY VIA REAL TIME MINNESOTA r�O 15" ELM��55. y �•�� // 26 qp JF > MEASUREMENTS TO HENNEPIN COUNTY 12' HACKBERRY ° 953.16 � s ����� 79.48'58/ 957 16" SPRUCE4 "I E (OOCO F957.4 9S 958.39 o"9,QgcT �T,PF O S/ T Z 0002 3_22- FOSS (TRACT A, REGISTERED LAND SURVEY NO. LIZING MINNESOTA MONUMENTSDEPIARTMENT 1855) OF TRANSPORTATION 3.61 S % SS" G / T TR Np 3MF�T oo`�°<OORFFiY�� LOO16-15COn & ANGE1-A yRS NETWORK) 95 956 RIMF<��o O95 �60R�Tq 4 0 #i OWNERS F��9S 6g0 R ELEVATION: WEST 1/ OF SEC. 16 / EAST 1/2 OF SEC. 17 I A NT 955.07 0 956 / / 5 \ �'�y� �� O/ I O N PIP' 958.19 �95g 9j� 9 ��/ '39Mi S9 8) 9 NASI 88 VIA REAL TIME GPS T117N, R23W 14" SPRUCE 7 5 �T 11 M 9A S 9 Fp ��N Gj�O� ELE .- J OF .79 gs O iO cN\ SOUTH TERLY 958.59 o MF <7S LINE OF LO 2 o (� bT MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT h o O �3 N�`` G �Ri� No 9� OF TRANSPORTATION VRS NETWORK) �• r 14" ELM °' RU E 8" CRAB FOU 1/2" O. 9g -4 7 O 7 qY 088Mpq V s CONTOUR INTERVAL=1 FOOT 957.59 I N PI (1 96? 9. 2 SFyF 957.74 0 95 .80 ELEV.=957. l) 960.15 96g 963\ NT - �^I•' _ B1 \ A LN G 958.92958 58.86 9 0.13 959.88 9S9 RON P 1/ " / \ 16" RU S LE 0 ET 96S G TV `J �- --} ( } 9 B �`V \ rn a, 6•• RA 958.9 �6 ro0 A HILL9gL S 5 93 2 E 0.7 966 36" ° ISTON LE 0° P 66.6 E 960.83 nt il m g60 96 3 R AININ % '��+ FOUND 1/2" 1 WA 969 % IRON PIPE TV 6" A 0 60 0 ELEV.=960.71 ,.. AP 961 g6k L 9�i5 N N 89'39'15" W 0.44 1 - z� - + -I �_ •• 0� R B 961.26 PLE � 9� 28 MA LE 62 O o • •,- Y •. y •� . `�. J .- P L APP E B E OF D 24APLE 6� 30 MAP LE -. '"r ' Z �. ', . .+" - • �• r --: + , • •� _. _ 2 SAEC ON 17, �/ DR23W 4. 9 30" MAPLE 0 o o 2 1 969 K RY FLOOR ELEV= �Q .... t �0�0 96g 0 0 3: 949.8 - - 6" RA C EN' 9) PLAYSET Gg2E 6p 3 ...: LA fl •+.. r+ •.. S•. J r� O / / �' �o� oi0 963.47 3.27 � rn LOT 1J �" •!�; !,+' '�- cr5► ; I OOc�F� „CRAB / I 9s NOTE: FOOTPRINT OF ADJACENT RESIDENCE _ ^O1J APPLE / / M ADJACENT RESIDENCE (#1700 BOHNS POINT RD.) I _ VICINITY MAP /`I5\,<) 1 �2,73 966 P Ld 96) BOULDERS o p 22 #1700 SHOWN AS PER 2008 SURVEY BY KEMPER & (NO SCALE) 1 H C E RY 965 �^ O� 6" CR B OIL rO 1� APPL 963.61 � G � 97 p o I 0 II M ASSOCIATES ,t V. � 964 �� ��y�� oi`D o o LDE za I p m o'wo6 w rn 0003 1 DO03A SANTRACH SOUTHEASTERLY SIDE OF 1725 BOHNS POINT ROAD CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA O 117-23-22 & M LPG 963.45 963.69 6 &9 FO TPRINT AREA=457 SQ. FT. FL ELEV.=964.6 A I I rn rn m PUMq P10 ERS: PETER o 0l� EASTERLY 1 M rn a 964 3 LINE OF DECIDUOU �0 v / 1 fro T 6 963.37 rn R 9 6� ,9 9 7.05 965.4 � �� GAR TALL ^� HA DLE P. 0 a m G & B OW o m VIA LIFTS)� 9 g6g I 62 6 1 FOUND 1/ D w KEYSTONE -TYPE 1 IRON 127E cn RETAINING WALL ELEV.=9 H / 61. 25. 79 g65 q I Sii \ \ � 963.6 / ) 14 963.56 0 64.34 GARAGE tO\\ 964.37 964.73 25 g1 ko 30. 9 6& FOUN 1/2" IRON P E o ELEV.=9 .88 q g i0 I o � M- rn °' rnM 952- I 963.46 SCULPTURE 44/ gs .25 Upp ss4.s2 964.79 LE ER DEL 0 �� LLIa N4 Mtn' I a I o,`D FOUND 1/2" 16" SP to 956 957 to LEGAL DESCRIPTION 963.61 6" SPRU g63 9 82 ,/'lj rn 0 964.18 26.11 964.66 WEST LINE of Q 1 o� a oa,� Q N x�W a N IRON PIPE w ELEv.=965.02 � N 16'4T40" E 0.48 RfI - - 0 - _ SHORELINE (05/30/2017) ❑❑❑ Tract A, Registered Land Survey No. 1855 2 ARBOR 963.9 962.59 GOV'T LOT 2, 30 rn 6 PL 63 1 ACK RRY�O rn I PLANTER BEDS I qp 964.15 O SECTION 16, '� I N •00 RVITAES �RSTF<OpFS/p 1089 4 0I T117N, R23W `� I 961 L ORDINARY HIGH WATER = 96 .03 963.87 ° W 964.83 964.24 rn 9 7 166 LEVEL=929.4 (NGVD 29) 5.10 OpVERE LSUR INEVEY SG 4 S6 p / / rn 109 04 31.2g �ORCH 64.86 \ 25•36 � I 4S 7 oMM � a 962.90 963.68 oar 32.0 `O 1 e � a: 0. 30.00 � I I h °�� c` n I cn I WATER ELEVAl10N= °' � 929.9 (05/30/201 7 ) 54.30 rn / 113'6 Q 0 1. F6 S 1729 I((���i 9. 90 IR BYH M / 7 w O �� 03 92 3 Oh 6 63 cn I A I 4j93 Q W 'S 961.26 k ELEV.=96S gp Pbl T p - N cdR FIRST o W 2 STOR RD ROAD Q' N 1 62 - g59 36„ I I F�00 M 56 06, E�fV.=9gS.R SONRY � ^ iS.B M 29.02 g� 0 N O 24" �,LNU .p g61 / MAPLE I DECK I / M 961 COco 31 77BUILDING FOOTp ESID NCE C 0 965.51 �t3q 0 \ R N, 92 42 4 N O? 1 CT I AREA SUMMARY (INCLUDING PROPOSED ADDITIONS) ry O M< 9Sg 960 960.81 �� 6 962.72 PROP AREA161 � ��. PRpp \ �,� �SED s N OSEp N a COVEREp \ RETAII�NG I Q. FT20. ��j' N 60 ps T (ppJA CEN) /� I TRACT A = f111,475 SQ. FT. OR f2.56 ACRES °APLE P RCH ALLS 1 20.2 9S) L o1g S 6 65.49 b�j�Ap N` �, Wo - - I I (TO 2017 SHORELINE) 9S8 �0 65. v �G 31<g4 \ 62.57 Oo g59 rri T- - - - - - - 958 c�6 30' I 9SS 9S6 v a 62.43 9S gS 9 961 4 gg 2 3 60 3 965.47 963.559v56 0 965.56 963.56 46 .11 M 63.13� 958 CA 1720 BOHNS POINT RD. I EXISTING HOUSE FOOTPRINT = 6,197 SQ. FT. EXISTING GARAGE FOOTPRINT = 457 SQ. FT. / +gSB j 11 `so U O � W N (HOUSE REM 13 EXISTING BRICK DRIVEWAY = 7,541 SQ. FT. FOUND 3/4" 1 9 0 63.60 96� 957 IRON PIPE ELEV.=945.23 9S \ 8 •1>• � 7� 86 60 63.58 1N'GROUND � gSS I EXISTING FRONT PORCH &STEPS = 306 SQ. FT. EXISTING SIDE TERRACE & STEPS 265 SQ. FT. / S gS 3 959.1 POOL 956 I - - - - - = 96 o I I - 954 EXISTING REAR PORCH &STEPS = 302 SQ. FT. 12" HACKBERRY FOU 1" 959 96 S ON E58.70 109 LE EL V. =94 50 SURVE � 958 x 962.34 962.01 .30 g62 g55 954 I I 953 EXISTING FRONT STONE LANDING = 168 SQ. FT. EXISTING POOL DECK &STEPS = 1,819 SQ. FT. 0' AP A9 g57 " INE ❑ 953 EXISTING POOL = 682 SQ. FT. MA* 9 9 95 955 STON 959.60 958.86 0 52 = w EXISTING REAR STONE WALLS & PLANTERS 463 SQ. FT. R S8 9S8 g52 n = 94S 9 - 1V g'q4 I LE g8 • 3'S 0' I 957 g51 951 m 950 EXISTING HILLSIDE CONCRETE STEPS = 108 SQ. FT. EXISTING GAZEBO PAD & BOULDERS = 436 SQ. FT. LEGEND 953/`- I N 95 N 955 950 z I EXISTING ROADSIDE STONE WALLS & PILLARS 185 SQ. FT. g40 - ` 0 3 ^� ^ 7" PVC \0 954 9 A9 949 p = -965- EXISTING CONTOUR LINE BOULDERS o0 30 -° 1500 952 I 3 PVC 9�$ g48 I EXISTING LAKESIDE DECK & STEPS = 317 SQ. FT. EXISTING STEPS SQ. FT. x963.29 EXISTING SPOT ELEVATION R 20" HACKBERR =' CI(BE � hg51 Y N 951.41 4� 947 LIMESTONE & = 182 SSMH 0 SANITARY SEWER MANHOLE O g51 g3S 0 950 o FIRE • 950 9A6 g45 946 EXISTING STONE PATIO AT FIRE RING = 296 RIN g49 50 g44 I I PROPOSED BUILDING ADDITIONS = 1,071 SQ. FT. CB ® CATCH BASIN SHORELINE \ \ 93p g45 � 0 � VEY g4a 943 g45 3 0 PROPOSED GARAGE = 975 SQ. FT. PROPOSED TUNNEL 748 SQ. FT. CO o CLEAN OUT (05/30/2017) \\ 940 IN 9q� g42 g44 I = PROPOSED CABANA 509 SQ. FT. E❑ ELECTRIC TRANSFORMER \\ 945 1�6 9 9h5 I g�5 I = PROPOSED BOAT HOUSE 154 SQ. FT. TR TELEPHONE RISER TR ❑T \ 935 g30 N 9 - • 9A4 g43 I 94j g40 Ny ° I = PROPOSED BOAT HOUSE STEPS = 95 SQ. FT. LP (?1 GAS LAMP POST \ �� 940 g42 939 O � a h MTTAL 0 0 = 23,276 SQ. FT. \ 0 1 9�1 I A TOSURFACE E)EA (20.9% OFPROPOSED EM ❑E ELECTRIC METER GM © GAS METER WATER ELEVATION= \ - \ 929.9 (05/30/2017) \ 35 g40 �� 9 EONE ST 92- I FOUND 1/2" P 9 0 9� o,� BOLL D R RIP- AP I ® AIR CONDITIONER 937 IPE \ I E P933.06 I MB o MAIL BOX ORDINARY HIGH WATER g3 s ELEV. g3s DECIDUOUS (ALOCATIOI`Z E -G- GAS MAIN/SERVICE LEVEL=929.4 (NGVD 29) �_ w 0p p 0 DECK SURVEY I -UE- UNDERGROUND ELECTRIC LINES \_ FOUND HENNEPIN COUNTY \� 930 LINE I -SS- SANITARY SEWER ORDINARY HIGH WATER ELEVATION=929.4 CAST IRON MONUMENT \ MEANDER CORNER NO. 59, 934 g 36" OAK VEY � ° I DENOTES DIMENSION HIGHEST RECORDED ELEVATION=930.52 (09/07/2002) SEC. 26, T117N, R23W \� 93? LINE I (M) MEASURED DURING THE COURSE OF THIS SURVEY LOWEST RECORDED ELEVATION=921.78 12 16 1937 ( / / ) \ 93/ 31.85 OULDER RI RAP g35 I NOTE: SEE PLANS BY ALEXANDER DENOTES RECORD DIMENSION AS PER (R) (NGVD 29 DATUM AS PER MINNESOTA DEPARTMENT OF NATURAL RESOURCES "LAKE FINDER" WEBSITE) CRYSTAL B A �� \ \ \ \ 933 g34 I DESIGN GROUP FOR DETAILS PROPOSED ADDITIONS AND GARAGE AUDITOR'S SUBD. �L `\ No. 349 DENOTES SET SURVEY NOTE: TO CONVERT NGVD 29 DATUM ELEVATIONS TO NAVD 88 DATUM ADD \ __ //�� �/� /� LLB K F M I N N E T O N KA \� FOUND 1/2" MONUMENT MARKED "KEMPER 18407" 0.20 \ __ IRON PIPE ELEV.=932.26 I NORTH AMERICAN VERTICAL NAVD 88 DATUM of 1988 \ \` I 100-YEAR FLOOD ELEVAl10N=931 HENNEPIN COUNTY CASTIRON MONUMENT (NGVD 29 DATUM AS PER FEMA MAP) �\ 100-YEAR FLOOD ELEVAl10N=931.5 PROPOSED ADDITIONS ZONING REQUIREMENTS Q ZONED LR-1B - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT (CITY of ORONO ZONING CODE - MINNEHAHA CREEK WATERSHED DISTRICT) \ � \\ PREPARED FOR: THOMAS FLINT, AIA ALEXANDER DESIGN GROUP, INC. 965 PROPOSED CONTOUR LINE SUBJECT TO SHORELAND OVERLAY DISTRICT REGULATORY FLOOD PROTECTION EAST LAKE STREET X PROPOSED SILT FENCE SUBJECT TO FLOODPLAIN MANAGEMENT SUBJECT To STORMWATER QUALITY OVERLAY DISTRICT ELEVATION=932.5 (CITY OF ORONO ZONING CODE) \ WA MINNESOTA 55391 52-473 952-473-8777 MINIMUM LOT AREA - 1 ACRE MINIMUM LOT WIDTH - 140 FEET SHORELINEE (05/30/2017) \ \ BOULDER \ RIP -RAP \ \\ FAX 952-473-8222 CELL 507-213-3630 NOTE: UNDERGROUND UTILITIES SHOWN ARE THOSE MARKED AS PART OF A GOPHER STATE ONE -CALL (TICKET NOS. 80058764 & MAXIMUM LOT COVERAGE - 15% BY STRUCTURES \ 80058815), AND BY AVAILABLE UTILITY PLANS. NOT ALL UTILITIES WERE MARKED AS PART of THE LOCATE REQUEST. UNDERGROUND TELEPHONE SERVICES WERE NOT LOCATED AND ARE NOT SHOWN HARDCOVER RESTRICTION ZONE: WITHIN 75 FEET of THE ORDINARY HIGH WATER LEVEL \\ \ HEREON. UNDERGROUND ELECTRIC SERVICE TO #1720 WAS NOT (OHWL) of ANY LAKE OR TRIBUTARY, AND WITHIN ANY N LOCATED AND IS NOT SHOWN HEREON. SANITARY SEWER SERVICE BLUFF of SHORE IMPACT ZONE, No HARDCOVER SHALL \ rn LOCATIONS ARE NOT SHOWN HEREON. UNDERGROUND TELEPHONE BE PLACED, LOCATED OR CONSTRUCTED, EXCEPT FOR \ LINES NEAR BOHNS POINT ROAD RIGHT of WAY AND WITHIN THE DRIVEWAYS, STAIRWAYS, LIFTS, LANDINGS AND SHARED DRIVEWAY AREA, AS DEPICTED ON QWEST MAPS, WERE NOT LOCATED AND ARE NOT SHOWN HEREON. NATURAL GAS LOCKBOXES AS REGULATED BY THE SHORELAND OVERLAY DISTRICT ORDINARY HIGH WATER �� CERTIFICATION LINES SERVING THE LAMP POSTS ON THE PROPERTY ARE NOT SHOWN HEREON. IRRIGATION VALVES AND SPRINKLER HEADS ARE MAXIMUM HARDCOVER - 25% of THE GROSS LOT AREA FLOODPLAIN NOTE: SUBJECT PROPERTY LIES WITHIN "X" LEVEL=929.4 (NGVD 29) \ �� ���� OF MINK ���j 1 HEREBY CERTIFY THAT THIS SURVEY, PLAN, �cS' NOT SHOWN HEREON. OWNER AND/OR ARCHITECT TO VERIFY ALL UNDERGROUND UTILITY LOCATIONS THROUGH GOPHER STATE ONE -CALL (651-454-0002) PRIOR To ANY EXCAVATION OR CONSTRUCTION. (TIER 1 PARCELS) MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET BUILDING SETBACKS: FLOOD ZONES (AREAS DETERMINED To BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AND "AE" (SPECIAL FLOOD HAZARD AREAS SUBJECT To INUNDATION BY THE 1% ANNUAL CHANCE FLOOD; BASE FLOOD ELEVATIONS DETERMINED) ACCORDING \ \ 1 I / �� 'S4'�, I♦ OR REPORT WAS PREPARED BY ME OR ♦ Q' ♦ UNDER MY DIRECT SUPERVISION AND THAT $$� j I AM A DULY LICENSED PROFESSION4,L LAND p SU SURVEYOR UNDER THE LAWS OF TH STATE of MINNESOTA. FRONT - 35 FEET SIDE - 10 FEET To THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 27053C-0303 F, DATED NOVEMBER 4, \_ 0 ORDINARY HIGH WATER LEVEL - 75 FEET C ERTIFI CATE OF SURVEY 2016, HENNEPIN COUNTY, MINNESOTA. THE BASE FLOOD ELEVATION FOR LAKE ♦I��f p � - ���'l Q�� MARK D. KEMPER, PLS 18407 (AS PER CITY of ORONO ZONING CODE) MINNETONKA IS SHOWN TO BE 931 (NGVD 29). 18045 (18045R2.DWG) D.B. TODD HOLEN DATED THIS 4TH DAY of SEPTEMBER 2018 KEMPER & ASSOCIATES, INC.