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HomeMy WebLinkAbout2017 Grading and Retaining WallsIWI NOhrn2 a@ KEMPER & ASSOCIATES INC. THE BEENDERS RESIDENCE = 7 PROFESSIONAL LAND SURVEYORS 1 INCH EQUALS 30 FEET NORTH FARM ROAD BASIS FOR BEARINGS: 721 OLD HIGHWAY 8 N.W. 166 HENNEPIN COUNTY !J NEW BRIGHTON, MINNESOTA 55112 COORDINATE SYSTEM 651-631-0351 (NAD 83, 1996) FAX 651-631-8805I CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA BASIS FOR ELEVATION: email: kemper©pro-ns.net MINNESOTA DEPARTMENT www.kempersurveys.com OF TRANSPORTATION BENCHMARK 2723 Y AT NORTHEAST CORNERR (PROPOSED POOL AREA IMPROVEMENTS) OF BRIDGE #6721 TRUNK HIGHWAY 55 OVER RAILROAD. ELEV.=953.354 (NGVD 29) (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) CONTOUR INTERVAL=1 FOOT .. 18" HDP 7" LAR INV88 .92 44-D009' TRUST OR TH FARM 0 D 969 DN 1/YND 5/8t,DT _ T,8° " noIPE PID#27 ARpELLM MACK06REVOC :,50' RADIUS CUL-DE SAC; ' ' E : ;PRIVATE BITUMINOUS ROADWAY A. u+v B 31 OWNER: ' • , (DOCUMENT NO. 1273796):; : ; • S 6^ p g \897--� 13" LINDEN ; - '�'• 1 - '•. •'. ,~X99&30'r::' ... '1�. Q L`...;. ts • APLE / R ,�,C.�•` • $ ' ' PVC �,F,� f7 0. INV 989,07'~' �" ..�•�.. 1 MAPLE ' 990•:`FENCE. 4, /,b. Gar.'. D 7%� •S' CKORY 9 "'. :�, ^ . f _ .v , • �• 963 I _ . .s 8" • ~' S R,. 12" HICKORY OAfp • 8',8",5'. .i .. 7" SPRUCE j0 C. p S 79.1 7975' W •: . \ M1V 9 8. .MAPLE' ,' 77$ • E RI .,, •.: '•.' 8 OPLAR E ,7¢ 7" CHERR v FOUND 5/8" INV 997. l L POP R 8 PIP57" �1a�';•Y '. `:. 989 m 964 N .47 °69'11 RY o ELEV. 9 7 D 9 'L .: � •:: ". d NORTH LI . . INV 980.02 y e •PI` • kg ..'•'; CE + OF LOT p• .9. 4I f. 1 ACKBE Y P�'A &Ull �'' t' PP E PA 11' ,' : .. •'�'. ..N S "SEWER• m ATL `Fly± ...} .'• . R N IPE _= OL pRi, 589.14 .. TRACER 8` MAPLE 3E4 •.., '. _ TV m ..,. ;.: EL .. ,.. . K 3 y ..... ..... S 57 POB" .4 • .. .. e c 10" SPRUCE.,. ... :AY:."�-. .: 9'• • 34" gat ... , �� Ic �D KO 'PD • `.. ::�•. i" LIN 11" LINDEN . 20" U..�AVFO-.': .'. IDG ....'.'.. ELEV. 883.8 1y : ; 1 " .. 8 ...,:.. :. ..... ... 8" APLE 10 P s \% _. G - -.:. .. - - - �_- _-_-._- _____.___-_- __--___-____-1-6b9 10" MAPLE - ,.•-` .,- -7" SPRU /C�QP� �_ A -R NNES� fF-RON.T :?1 _. RIM .88482 :ted,•.: ;.: .:' 96� s 8" MA 9aa .. . . . :. .. ORONO, dS m ". O 8" POP R INV 878.54 8" HACK / .I`•,".._':._'' BERRY E`-�\ 6' SPRU' :GRAVEL' .. 1 8" SPR "' EDGE OF _ a p APLE 8" RUCE 8"• APLE PATH '., : ` P RAP " 21" MA E •' _ ` ..: 11 PLE • s x.19 B .:.'. .�.;08k... ND o.J 8"MAP • .~.. 8>8 "o g O p 7" MA LE 9" UND A LES ~• 97 MAPLE _ , • 6" LE. , �EII o 39 OAK ,�• • •• " APLE 7" POP • 8 ,7" APLE • h6 MAPLE \ "i :.:; I•: :',':' 6' MAPLE U y �? 10' CM 10 MA E \ 3" MAPLE 2 MAP p A 8' HI KORY MAPLE � LEGAL DESCRIPTION 20' H B Y 8' SPRU EDGE 0 RIP RA CERTIFICATE OF TITLE NO. 1327553: MAPLE � •� ��.�. '' MAP 10" M s • 12"rUNDEN.::. INV Lot 7, Block 1, The Farm At Long Lake ... " 9" MAPLE _ ';.• . a6R ` MAPLE e^ ASH '+•'�" �M->* h0 9 Together with a non-exclusive easement for §S'.••,' 8 10 M CJ I • 1Y AP,. s• APLE � driveway, ingress and egress and utility purposes • 8" M E •'� �$ MA over and across Outlot B, The Farm At Long I I / f18 MAPL AK Lake, Doc, No. 1273798, pursuant to Order Doc. FOUND 1/2' 25" P oa, 6" MAP _;..X98.,. _6 " MA s• Ma NO. 1425483 IRON PIPE 43" 7" MAPLE _ I RLS 5713 ;•,,` M , ' I`\\\ ELEV. 991.00 ro �'• "MAP T 7 7" APLE :•..�� .8' A 7' M I I a, o m '�'I.•., '.: '. . IS+ � :.3�.'. 1 LWD \ � .. m a MAP �' • •_4 t 0 • ,3" LINDEN 6" MAPLE H 7� MAP 14" E � • co , � I 1 ' ALE• . • 9' LINO 1 �: `•. " `:.' • * '•._�" , : . MAPLE .15 24" OAK Lj M 8 NAP i" APLE •� _ _ • MA 10' APLE • :: LOT AREA SUMMARY ' m MA 6 p S 12• SH •. :. 5.5 ' ?' X983:61_' 1 ADJACENT RESIDENT 40.7 32147"MAP 16" A �m ..:W .'.; .. AREA OF LOT 7 TO FLOWAGE AND RD (17699 NORTH FARM � N A i • A �� V 2" AP ���' � CONSERVATION EASEMENT LINE= 126,147 SQ. FT. �2 Iw b, MAIN LEVEL DECK o ASH - }"•'•� OR 2.8959 ACRES M1.:. 8 ,..•�-. 33. 30.7 �- µ/ Q 6" APLE..,:: .. I MAIN LEVEL DECK o �.:.wnLL.; AREA OF LOT 7 FROM FLOWAGE AND 7• T SPR "MAPLE 26.7 J N 12� i 6" IND VI 0O',: Q � ,2" ASH . � '° .,:.�. .. '� I (n CONSERVATION EASEMENT LINE TO ORDINARY •" • � ,.'" "$ V • 8"SPRUCE �' S 8 MA C7v ' PP HIGH WATER LINE OF LONG LAKE= ±9,021 SQ. �.� "MAP �' I g FLAGSTONE POOL '; ''. `' . ""° "• ` v FT. OR ±0.2071 ACRES 984.81 'V..rvg03 ..�° • 0� 2 J m MAP ate•' TOTAL AREA OF LOT 7= ±135,438 SQ. FT. OR RS '.. '' 0]• '' BL. 7" MAPLE � �• •,• s e®;' ±3.1030 ACRES •A �. .'.:. . 3 u' FOUND 1 2" v8: 6°" '. 25 9 - IRON PIP ..:BOULDER`. BG",: ' ,> :. • - IN (NJND POOL ELEV. 98 .48 „:.�,` 7",5" BIRCH ::: .:.., WALL ;' I (/� 8" • E SPRUC . AP LE .., �• : l .. ::.• 81TUM�WAY . , . ;.`:...: � ::1. �'..:.: 1 P 1 M',1fIP ro b 28 MAPLE ' BL: 6" APLE ..��5 r. :•'.:~ _ 31.8 ,I .BOULDER,:.. ;: BO R".,`„•WALL 9 FlR gad • � 8' AP AS/, AP :..... LINE BETWEEN 8~, x9az:5ar:.: •. v ADJACENT 966 ;'. ro 8" SPRU ','',.BOULDER: �{ �1°UygLLR WALL m m a°a BUILDINGS a / I I 13' D W nv I •_ 983:: : • .:.::.. w W� .; ... _` . ')' 96 19" MA E cp 1ry O, 1 1 `.; . ,8$2.32 :.:; ; ... :. �� �o S U _ BL g 984 Wy 9' PLUM 6 1",11" LI `� 88011• ' 982.72 , m� 26.42 N - 2 i a GARAGE FI.O� 13.39 p 6 S rY 4 962.61 6" SPRUCE ro w BR PA GARAGE yC }984.3 saz ¢ „ ELE THREE- o P STALL �� A IMPERVIOUS SURFACE SUMMARY 14.2 4227 cG^ 983.56 �i r 6••ASH "/ �.a., /,0.18 ., 3.55 � � r / ,� / 9 ,., d.. 'aro 882.1 2.60No J i6 M HOUSE FOOTPRINT = 3,984 5Q. FT. fOUND 1 2" y u % • Sao I w RLSPR 0 ED 666 RLS 5713 17.28 - T BITUMINOUS DRIVEWAY Q F ELEV. 979.33 - Q MO U AR ro - , 679 �� _ FRsrFLoa+ n�� 13.26 B LL E IP BRICK PATIO &WALK 231 SQ FT - -- - .ASH A9• .; ELEV. 984.61 ROAD s7 °c m� '.:':" - co4c. NORTH FARMa 'm 97a sues 1669 FRAME Y A �o_BUooIN39OOTP I FT. N DE _ 8 • P i::.:::980:: g REAR SHED = 66 SQ. FT. 6 977 �' AREA Ac 8 Y 9)8 R+r•/. 25.35 6" :P "s" ro 2 M PL PROPOSED DECKS & STEPS = 529 SQ. FT. N >6`'9Dp SEPTIC w 6.21 '.. EL C ro/ DECK ri GE sa, o 973.78 > 97s ° � m R MAP �~g.• PROPOSED POOL DECK &STEPS = 1,672 SQ. FT. ua.a7 U PROPOSED rRJ O 10.05 / m 21.22 W p 11 / 9' MA LE % tea` �. ' PROPOSED POOL = 333 SQ. FT. L 974 .: 1.. i 973.22 873 �� PROPOSED POOL DECK -0 66, `ems> 2 �•° 9• PROPOSED WALK = 88 SQ. FT. - "ASH 3T 90 sP 10 PROPOSED • a j PROPOSED OUTER STEPS = 319 SQ. FT, s>p 972 POOL o w �; ::: 971 GV m •3 PROPOSED POOL EQUIPMENT PAD = 40 SQ. FT. 969 `Pm 6 A POOL DECK _ q 6' P AP PROPOSED N / / � PROPOSED MODULAR BLOCK WALLS = 294 SQ. FT. ZONING REQUIREMENTS _ 96' 98a A 98 Ho ge6 6 5' CA TOTAL PROPOSED IMPERVIOUS SURFACE COVERAGE _ _"-965 L 7 g4 P .:•...,11'.r;: - 993 • �:• •� 16,395 SQ. FT. (12.1% OF LOT AREA) N _�_=-�----- PROPOSED ssD ZONED LR -1A: LAKESHORE RESIDENTIAL DISTRICT -- _983 J - - ---;� 6" P R . :'., , ODULAR 7271�e �Y� 962 W SUBJECT TO SHORELAND OVERLAY DISTRICT AND _"'-962 K AL �BLOc TIER 1- STORMWATER QUALITY OVERLAY DISTRICT _961 960 p m APLE p0 Osu'2jU 5 MINIMUM LOT AREA: 2 ACRES MINIMUM -'� - 958 956 8 9 -95 957 955 954 EDGE OF g 8� R g) , ;.• g..' is ;.. IP RAP o^ H Sg ? s NOTE: SEE LANDSCAPE DEVELOPMENT MINIMUM LOT WIDTH: 200 FEET ass ,t 9�/8j3 \ PLANS BY KEENAN & SVEIVEN, INC. "MAPLE ss3 1 cHEft v g5g 955 as ss DATED JANUARY 26, 2017 FOR DETAILS \ MAXIMUM BUILDING HEIGHT: 21/2 STORIES AND M" 954 ON PROPOSED IMPROVEMENTS 17" 'APLE 952 6" OP eS S 9S 33" OAK 95 3 e,� SHALL NOT EXCEED 30 FEET " MA I BSS 8 9$23 26• oAK MAPLE 9Si O� 6 I 19 LE g5 880' BUILDING SETBACKS: S • MA 850 �/ 951 IRON FRONT: 50 FEET 950 o ELEv. 957. 11 9 H B 74 SIDE: 30 FEET 99aa e" nsHm' �a REAR: 50 FEET , 947\ g`6 6` p 8 8Sx V 54.3 PP > A9 �P6AP°f. , 7" MAPLE 8S `iJ " A E • 0/1 U EN ? \ 0.H•W.: 100 FEET (NON-SEWERED LOT) oo �'° C' / 6 OPLA a x-950 8S7 It" ASH 946 AS O, / o, 8' • P EDGE Of\ (AS PER CITY OF ORONO ZONING CODE) ( 1" MAPLE ,EL) / �� APLE 6" ASH 0) IP RAP " BOXE 53" WILLOW \ 6,51' OWNER, ARCHITECT AND BUILDER TO VERIFY \v, a`O�,?5 MAPLE WI ° fEDC ALL ZONING INFORMATION PRIOR TO DESIGN, CORNER FALL \ 6� / 12 SH \\ \ 13" ACKBER Y '> DEMOLITION OR CONSTRUCTION. THE ZONING 5y9 y 9n� 949 SH- ` s I AND SETBACKS SHOWN ARE THE BEST 55 77" AS 1z" SH AVAILABLE DATA AT THE TIME OF SURVEY. 16" MAPLE BAS � MAP 947.01 a 78.06 ADJACENT _ t X47 94279 -,.,. I SHED " eOxEL \ NOTE: THE CITY OF ORONO ZONING CODE (SHORELAND OVERLAY N OF L TEA N7 O`a`V 1p00 V ` �� \ ., DISTRICT) DEFINES: OXELDER 30" AK 9` 2.7 \ \ E gas 8" EL "BLUFF MEANS A TOPOGRAPHIC FEATURE, SUCH AS A HILL, CLIFF . . F CATTAILS g 6" • 9 MAPLE L�T f ?/fir OR EMBANKMENT, HAVING THE FOLLOWING CHARACTERISTICS ��� \ v ? 330 W2 fe OS s" ea N (AN AREA WITH AN AVERAGE SLOPE OF LESS THAN 18 y �, 13 SH PERCENT OVER A DISTANCE OF 50 FEET OR MORE " " m 4g?> OXELD m _ s p r�0 SHALL NOT BE CONSIDERED PART OF THE BLUFF): \ \ ppFApp J AFI \ \ °"�✓ Box 2•4J 3 (1) PART OR ALL OF THE FEATURE IS LOCATED INA o" ORDINARY HIGH 945 • SHORELAND AREA; t9 $ \ (EL�944.3) '�'_ 3LINEjg4/�f'l'T (2) THE SLOPE RISES AT LEAST 25 FEET ABOVE THE y m 11' ASM p- - ;SH ''-' a' ASH ORDINARY HIGH WATER LEVEL OF THE WATER BODY; �` a� I qj C3 ? 2 \ • (3) THE GRADE OF THE SLOPE FROM THE TOE OF THE --�_ '� z' 6• O �- O "t '' --� BLUFF TO A POINT 25 FEET OR MORE ABOVE THE �_ _ - \\ " �q ORDINARY HIGH WATER LEVEL AVERAGES 30 /�EDGE OF WATER PERCENT OR GREATER; AND ELEV. *944.4 LLU(4) THE SLOPE MUST DRAIN TOWARD THE WATER mw 3O BODY." \ 509 OO M) \ 0_9 _C W \\ A r Q a 09 q >30Sy j• I 9",6" WILL° S 78 p9• ORDINARY HIGH N T "BLUFF IMPACT ZONE MEANS A BLUFF AND LAND LOCATED �- WATER LINE 946 "_,_<19 WITHIN 20 FEET FROM THE TOP OF THE BLUFF." �\ (EL 944.3) 4j37'• '�<79 jR 7j.79(\ WILL "TOE OF THE BLUFF MEANS THE LOWER POINT OF THE \ (M) LOWEST 50 -FOOT SEGMENT WITH AN AVERAGE SLOPE 17" A LINE BETWEEN EXCEEDING 18 PERCENT. IF THE LOWEST SUCH POINT IS _.- --= �� \ - - --- - - _ 1s^ A FOUND -CONCRETE MONUMENT- - ADJACENT - 1/2' IRON PIPE IN CENTER BUILDINGS LAKEWARD OF THE ONWL, THE OHWL WILL BE DEFINED AS f \ e " g _ THE TOE."(ME LONG LAKE `� (MEANDER CORNER N0, 5) S EAST LINE OF SECTION 27) / o "TOP OF THE BLUFF MEANS THAT POINT ON THE CROSS ORDINARY HIGH WATER LEVEL=944.300 ` I ELEV 84484 SD m 6? SECTION OF A BLUFF BELOW WHICH THE SLOPE BECOMES HIGHEST RECORDED ELEV.-947.39 (08/08/2OD4) �4 MORE THAN 18 PERCENT AND ABOVE WHICH THE AVERAGE LOWEST RECORDED ELEV.-943.24 (06/26/1987) OF 50 FEET MORE IS 18 SLOPE FOR A DISTANCE OR (NGVD 29 ELEVATIONS AS PER MINNESOTA EDGE OF WATER PERCENT OR LESS." -FAKE FlNDER OF NATURAL RESOURCES ELEV. 3944.4 \ LA Rf � WE6SITE) ` Ofd ,39 ry 8 \ n 60 0 14 d o. 1523 I� �8 SECTION 27, T118N, R23W y� L `s ncTJS rf �t yip �,yy YY iUr Lake. r� LEGEND SSMH O SANITARY SEWER MANHOLE PP 0 POWER POLE j ;� BL Qj BOLLARD LIGHT TR �T TELEPHONE RISER TV CABLE TV RISER 1`Anjt 4 _ WELL ® WATER WELL tQ�` EMS ELECTRIC METER ' Ito Sr GM © GAS METER r 1 AC AIR CONDITIONER ' - OH - OVERHEAD UTILITY LINES G - GAS MAIN/SERVICE UE - UNDERGROUND ELECTRIC LINES PREPARED FOR: �fy(I i►i UT - UNDERGROUND TELEPHONE LINES ANTOINETTE BEENDERS ���E MI1V��`���i o� +►a ...............�y CERTIFICATION DENOTES DIMENSION FLOOD ZONE NOTE 1669 NORTH FARM ROAD �� ��'.'4f �I (M) MEASURED DURING THE ORONO, MINNESOTA 55356 �� e":' D �j 1 HEREBY CERTIFY THAT THIS SURVEY, PLAN, VICINITY MAP COURSE OF THIS SURVEY SUBJECT PROPERTY LIES WITHIN FLOOD ZONE "A" & '� P OFESS! j OR REPORT WAS PREPARED BY ME T �:� �',� UNDER MY DIRECT SUPERVISION AND THAT (NO SCALE) DENOTES RECORD FLOOD ZONE "X", AS PER THE FEDERAL EMERGENCY LANDSCAPE ARCHITECT: LA DSURV OR ': .: I AM A DULY LICENSED PROFESSION L LAND (R) DIMENSION AS PER PLAT OF MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP TODD IRVINE ... SURVEYOR UNDER THE LAWS OF TH STATE OF MINNESOTA. THE FARM AT LONG LAKE NO. 27053CO302E DATED SEPTEMBER 2, 2004. ZONE KEENAN & SVEIVEN, INC. `. 84 7 .: A LiES WITHIN THE 1% ANNUAL -CHANCE FLOODPLAIN 15119 MINNETONKA BLVD. i DENOTES SET SURVEY ���� • MONUMENT MARKED WITH NO BASE FLOOD ELEVATIONS DETERMINED, AND MINNETONKA, MN 55345 I��II�kD"Ke ��`(�.,," OUTSIDE THE 0.2% ANNUAL -CHANCE 5-12 C E 1R T I F 1 "NATE O SURVEY "KEMPER 18407" ZONE 'Y' 952-475-1229�/1 (LIES FAX 9 91667 11 111����` MARK D. KEMPER, PLS 18407 16053 (16053R2.DWG) CELL 612-328-2562 DATED THIS 22ND DAY OF MARCH, 2017 KEMPER & ASSOCIATES, INC. IWI NOhrn2 a@