Loading...
HomeMy WebLinkAbout2013 Grading Plan71ng0 lfa.YoLw Ave- ZcoRo Cgw[�nc�A-u�-- 2613- 41b52 N 2W Nkuu - KEMPER & ASSOCIATES INC. PROPOSED SITE & GRADING PLAN OF DANIA memo flullucut- I PROFESSIONAL LAND SURVEYORS 721 OLD HIGHWAY 8 N.W. NEW BRIGHTON,6511-6311-0350TH 55112 THE LIBL ANL4 f ;i -' 0 10 20 1 INCH EQUALS 20 FEET FAX 651-631-8805 -ESIDLNCE Ai BASIS FOR BEARINGS: HENNEPIN COUNTY email: kemper@pro-ns.net www.kempersurveys.com r3 +� __�t i7 $ -- - COORDINATE SYSTEM (NAD 83, 1996) 2690 C AVENUE (VIA REAL TIME GPS MEASUREMENTS UTILIZING I "i �� �t "` i' � , t `t ` �, � ' " -r k a ` t MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) SECTION 20, T117N, R23W CITY OF ORONO, HENNEPIN COUNTY, MINNESOT A _ ~� BASIS FOR ELEVATION: NEAR W TERLYRMANHOLE S PROPERTY FRONT OF PROPOSED RESIDENCE LINE. INVERT ELEV.=927.00 ri •'"`" tacar� T r '� '- (SEE LEGAL DESGRIPTlON BELOW) (AS PER CITY OF ORONO - • �. al PUBLIC WORKS DEPT.) CONTOUR INTERVAL=1 FOOT b *y \ \ LEGAL DESCRIPTION s`q \ \\ NOTE: PROPOSED HOUSE DIMENSIONS �\ SHOWN ARE TO THE EXTERIOR FACE \ \\ CERTIFICATE OF TITLE NO. 1317142 Lots 1, 2 and those parts of Lots 3 and 23 \ OF THE CONCRETE FOUNDATION WALLS. \ LAKE MINNETONKA SANITARY SEWER EASEMENT and of the vacated aIle lying Northeasters y Lot y. + } ` :� "\ * F � � � �. `• � ''`- �'�` °: "y` THE MAIN FLOOR WALL STUDS 929 \ OVERHANG THE FOUNDATION BY TWO �\ \ CARMAN BAY INCHES, EXCEPT AT LOWER LEVEL \ WALKOUTS AND MAIN LEVEL FRONT 930\ 9 \ v PORCH STOOP. (AS STATED ON HOUSE \ \� PLANS BY SHARRATT DESIGN & CO. � \ ORDINARY HIGH WATER LEVEL=929.4 HIGHEST RECORDED ELEV.=930.52(09/07/2002) DOCUMENT NO. 854318 A. Grantors' Premises Lots one 1(and Two 2 and those arts of Lots Three 3) and Tw nty-three (23) and of vacated alley lying Northeasterly of Lot Twenty- three (23), lying Northwesterly of a line drawn of 23, lying Northwesterly of a line drawn parallel with and distant 60 feet Southeasterly of the Northwesterly line of said Lot 23 and the same extended, ., "WeSSeIIS Subdivision of Spring Park Lots , ; -., °• I �' �"' A� DATED 09/06/2013). DIMENSIONS 1 BETWEEN THE PROPOSED HOUSE AND \ a^ LOWEST RECORDED ELEV=921.78 (12/16/1937) parallel with and distant 60 feet Southeaster) y of the Northwesterly line of said Lot Twenty- three (23) and the same extended, Wessel's NOTE: DISTRICT COURT ORDER DOC. NO. 428973 DEFINES THE NORTHWESTERLY ':u is THE LINES ARE TO SAID \ (NGVD 29 ELEVATIONS AS PER MINNESOTA Subdivision Spring Park Lots. BOUNDARY LINE OF THE SUBJECT yrs . m v a t k �*.„ PROPERTY / �� x929.95 V O MAIN LEVEL WALL STUD OVERHANG. \ o FOUND 2., o O SHORELINE _ \ rn IRON PIPE / my \ (09/06/2011) DEPARTMENT OF NATURAL RESOURCES "LAKE FINDER" WEBSITE ) of Util ty E semen{ to Perpetual Underground y That PROPERTY AS FOLLOWS: Commencing at a point on a Northwesterly '^ _" ;',,,.•'""` � + ` ^''�' 0.24 FOOT WESTERL � 27 \ ^ OF PROPERTY LINE p / 00 - \ \ 100 -YEAR FLOOD part of property described above as Grantors' Premises, lying within 10 feet on each the fall described extension Of the Southwesterly line of Lot 23, said Wessel's Subdivision of Spring x WATER ELEV.= X930.48 / \� LP \SFR \ 928.70 \/p side centerline: = ELEV.=931 (NGVD 29) e oowing- AS PER FEMA MAP Commencing at the most Southerly corner of __ ( ) said Tract A, Registered Land Survey No. 115, Park Lots, S, distant 16.65 feet Northwester) ,}� of the Southwesterly corner of said Lot 23 VICINITY MAP ` R \ \ (09/06/2011) / \ �� 7\ , \ qp ____ _ / a --- ---__ \ files of Registrar of Titles, County of Hennepin; thence Northeasterly along the southeasterly (which point IS On the Southeasterly line Of (NO SCALE) / �� , ( FOUND 1" / `� ` \\ \ line of said Tract A a distance of 173.5 feet to the point of beginning of the centerline Tract A, Registered Land Survey 9 y No. 115, Files of Registrar of Titles, County of / IRON PIPE / �\ \ \ a\ being described; thence deflecting right 80.20' distance 247 Hennepin) thence Northeasterly along the ZONING REQUIREMENTS / / 0.52 FOOT EASTERILY \ OF PROPERTY LI �9� \� '� /930.20X / ORDINARY \ 4 \� s2s- / \\ a of feet, and there ending, Southeasterly line of said Tract A, to the shore of Cayman's Bay, Lake Minnetonka, ZONED LR -1C - ONE -FAMILY LAKES RE RESIDENTIAL HO L DISTRICT SUBJECT TO SHORELAND OVERLAY DISTRICT SUBJECT TO FLOODPLAIN MANAGEMENT / HIGH WATER �- / � � � / LEVEL929.4 \ / % / ( ) �$ 73• \��2g 0626„ / \\ - -'-- ` i \929 \ \e\� \ at a point 21 feet, more Or less, Northwesterly from the Northwesterly line of Lot 1, said Wessel's Subdivision Of SUBJECT TO STORMWATER QUALITY OVERLAY DISTRICT / �� \ / 4, � \ Spring Park Lots. MINIMUM LOT AREA - 0.5 ACRE MINIMUM LOT WIDTH - 100 FEET MAXIMUM LOT COVERAGE - 159 BY STRUCTURES // ��^ / % 10 LP \\ �` NQ• iA / / ° 'A, Or ' .-� �• RLS 0025 / LINE DESCRIBED "Q CONC. SO (RAC 20-111-2.3-�� ER JR / / // DISTRICT COURT�DER PAD SURVEY PID ER: Np Y P DOC. NO. 428973 {�� / [� LINE ` 10 / / , 929 20 \� / -�. � �30ULDER `\ \ \ HARDCOVER RESTRICTION ZONE: /� � DWN J / NOTE: DIRECT 1 \ J / DEAD END �h SWALE AWAY 1 J�//� �- --�_ RIP -RAP NOTE: THE SHORELAND MANAGEMENT WITHIN 75 FEET OF THE ORDINARY HIGH WATER LEVEL ORDINANCE STATES: 'NO PRINCIPAL OR (OHWL) OF ANY LAKE OR TRIBUTARY, AND WITHIN ANY ACCESSORY STRUCTURE SHALL BE BLUFF OF SHORE IMPACT ZONE, NO HARDCOVER SHALL LOCATED CLOSER TO THE LAKESHORE MAN OLE / MANHOL - ` % \Y/ n (.fR �qy �\ I /� / V v® ` 3. P C \ 100 -YEAR F I V Np NORTHWESTERLY 0,1 NORTHWESTERLY LINE OF LOT 2 �� \9 \ 3p \, \ \ \ BE PLACED, LOCATED OR CONSTRUCTED, EXCEPT FOR THAN THE AVERAGE DISTANCE FROM THE DRIVEWAYS, STAIRWAYS, LIFTS, LANDINGS AND SHORELINE OF EXISTING RESIDENCE LOCKBOXES AS REGULATED BY THE SHORELAND BUILDINGS ON ADJACENT LOTS; EXCEPT OVERLAY DISTRICT THAT THIS DOES NOT APPLY TO p, / FLOOD ELEV. 3 0 V/ A ' <� I 32 2 SNE OF LOT 1 (931.0) _ 24-On`O ®/l/ F / 23- i YYY O'f' > I 93 \ ZO-117 ` ®� 3 IM 932.71 \ PID # SOUTHEASTERLY \ \ �� OF LPA \ �, - / AREA SUMMARY PROPERTY AREA = ±28,994 SQ. FT. OR ±0.67 ACRES STAIRWAYS, LIFTS, LANDINGS AND NOTE: INS .4 L D Ch �` /INV 927.00 \� �\ LINE OF LOT 1 / ` rHECKS IN W ES \ \ 20. / \ay \ x930.12 (TO ORDINARY HIGH WATER LEVEL) MAXIMUM HARDCOVER - 25% OF THE GROSS LOT AREA LOCKBOXES. FURTHER, THE AVERAGE (TIER 1 PARCELS) LAKESHORE SETBACK SHALL APPLY ONLY TO CLASSIFIED LAKES AND SHALL NOT MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET APPLY TO TRIBUTARIES. THE AVERAGE LAKESHORE SETBACK LINE SHALL BEA i \ ��, ALONG PRD R LI r %Oy' (OOCSAlV1 \� n OZ AS NECE A 1' 93 9 �SF� u4i, YSB �s 8' VCP \ / 0�F \� P /�iJSED f3 6gOk �0 BSFg3 \ SANITARY �fj� LLL-- c�A 9 � / TA \ SEWER E 3f8) flyT \ SEWER v\ - y / 0 v -�/ / Y �a \ / \ / \ / \ PROPOSED HOUSE &GARAGE FOOTPRINT = 3,762 SQ. FT. BUILDING SETBACKS: STRAIGHT LINE CONNECTING THE MOST _ CONNECTING THE MOST LAKEWARD FRONT 30 FEET PROTRUSIONS OF THE RESIDENCE SIDE - 10 FEET ON IMMEDIATELY 9 q 9 �/� �'S WAL S LDCATIO PER 9Sj SOUTHEASTERLY i �p �O ,\� 3 2f' 0 NO ^� \ LINE OF LOT 2 C}�Y Q�g�` pJo,� � g 9 83 / sr PUI3LIC WORK PROPOSED 3' SS NOTE: SURVEYOR TO STAKE EASEMENT LINE. \ J! RETAINING / / \ PROPOSED FRONT PORCH, STEPS & PLANTERS = 159 S , F , Q T PROPOSED LOWER LEVEL PATIO 111 SQ. BUILDINGS THE ORDINARY HIGH WATER LEVEL - 75 FEET ADJACENT LAKESHORE LOTS." g� i9 Q� PROPOSED RETAINING WALL F�Q�J pl 937 \ ALL ENCROACH ONTO THE SANITARY � , TOP/ 1 TOP OF WALL 936 0� EASEMENT '\ `='+ SHALL NOT i x930.42 SEWER \ / i - \ \ = FT. PROPOSED MAIN LEVEL PATIO = 413 SQ. FT. (AS PER CITY OF ORONO ZONING CODE) co � BOTTOM 9 .5 � BOTTOM 933 � 6.46 V N Q ! ro \ OVERHANG 93 MAXIMUM N 0 40" M LE 939 8 ^ SS -931� / 1� A - \ - / NORTHWESTERLY PROPOSED DRIVEWAY = 1,556 SQ. FT. G / / AVERA E o 2 31 SLOF1 932 � •s � LAKESHORE � 3S 24700 PEAR-- � / LINE OF LOT 3 , ` PROPOSED FRONT WALK = 55 SQ. FT. NOTE: THE FOLLOWING SHALL NOT 8E CONSIDERED TO BE ENCROACHMENTS ON YARD SETBACK REQUIREMENTS: sO�i.�Q�' I _ . \/ � � 94p ¢� \ � F`'� T 6 27" MAPLE SETBAC _oJ 4 / TOP 939 932 / / LAKESIDE CONCRETE PAD = 12 SQ. FT. (1) CHIMNEYS, FLUES, BELT COURSES, LEADERS, SILLS, PILASTERS, LINTELS, ORNAMENTAL FEATURES, CORNICES, EAVES, GUTTERS, AND SIMILAR BUILDING ELEMENTS, PROVIDED THEY DO NOT G q G4 GP to / � BOTTOM 936.5 9 �' O F?..G,9c O�P� I rn i SeS �a 942 - 934 ur \, � �.- c' Qy ,1 1 P y`o / top 943 9 ''� 'sSA(® � .r NO SURE R GE / o+• O� � p,:� a'j 36 933 S i \ POPLAR \� 93� \ i �p � N , TOTAL PROPOSED IMPERVIOUS SURFACE COVERAGE _ 6,068 SQ. FT. (20.9% OF PROPERTY AREA TO ORDINARY HIGH EXTEND MORE THAN TWO FEET INTO A REQUIRED YARD. _ 3 , F u O °' I ti / 6 A R TO ARD K AND OT oOq PROPOSED 2'-3' 935 qA � TO A A CENT / 1 \ \ \ , / P WATER LEVEL) (3) TERRACES, STEPS, UNCOVERED PORCHES, STOOPS OR SIMILAR STRUCTURES WHICH DO NOT o, 4'4 m I rn PR PERTY G \ ASF RETAINING WALL TOP 946.4 -� - 936-x--= 'y 9521 0 ? \ / 937 n d BOTTOM 944 - PROPOSED s� -' -938 „ -'Q�j'� \� SS �\ \ � ` PROPOSED BUILDING COVERAGE = 3,921 SQ. FT. EXTEND ABOVE THE HEIGHT OF THE GROUND FLOOR LEVEL OF THE PRINCIPAL BUILDING AND 953.77 a 3 6 o � � O �.• I LOWER L VEL ? PROPOSED PATIO `4 939 ". ° ° 940 \ \ (13.5% OF PROPERTY AREA TO ORDINARY HIGH WATER LEVEL) EXTEND TO A DISTANCE OF NOT LESS THAN TWO FEET FROM ANY LOT LINE. WINDOW WELLS �• ELEV.-9 D6 8 ELEV.-946.8 ,sol // TOP 943.3 u' - 941 9 0 �ev ,--' BO OM 940 44 O \ \ SSMH i RIM 931.59 \ `��\ RECORD J\\\ INCLUDING THOSE FOR FIRE EGRESS WHICH DO 953.04 18' MA LE ? \ 9 0' A SW00 - 942 ^l / /, \ i �" INV W 926.04 RECORD INV S 926.00 (SEE ATTACHED HARDCOVER NOT EXTEND MORE THAN FIVE FEET FROM THE BUILDING. g`1 3 PROPOSED J�� _ 44- - 0 / oil /� MAIN LEVEL \ �_.. - ELEV.=947.83 r-' \ / 6" 9i5 i i `\ \ N ` o ,` CALCULATION WO , WORKSHEETS) ) • �� (4) IN SIDE OR REAR YARDS ONLY, BAYS OR CANTILEVERS NOT TO EXCEED A DEPTH OF TWO FEET NOR TO CONTAIN AN AGGREGATE AREA OF �h/ ^ �� /� \ _ 1 MAP E / ."' PROPOSED ;t. + a`O 946 gUPP 9�� MORE THAN 20 SQUARE FEET. NOTE: SEVERAL SURVEY MONUMENTS / RESIDENCE cs'+ "' SP UCE NOTE: INSTALL DITCH p\D #20-1JEREMY FOUND TO THE WEST OF TRACT A, / / o \ y^� \� CHECKS IN SWALES OWNERS• _23_24-0034 Row, - I (AS PER CITY OF ORONO ZONING CODE) RLS NO. 115 WERE UTILIZED TO 951:04 �� 3 0 - kro 9k1 ALONG PROPERTY LINES ESTABLISH0 "� / THE SOUTHEASTERLY g5 /� C � � AS NECESSARY LINE OF TRACT A, RLS NO. 115 a fu o �8 \ / 949. i � �I NOTE: RETAINING WALLS ARE EXCLUDED FROM 9p� / OUTLSOUTHEA RLY 9Rs ORFO , PREVIIOUS NE F / `.. ^Y / o> ':: i i I HARDCOVER CALCULATIONS (AS PER CITY OF ORONO ZONING CODE) FOUND 1/2- LEGEND IRON PIPE � . � G 0+ O LINE O 115CT A / OQC HOUSE / %Q �pY� o, Fi i -950- EXISTING CONTOUR LINE x945.40 EXISTING SPOT ELEVATION �\ SSMH 0 SANITARY SEWER MANHOLE 9 24 �� D PIVACY/ ENCE 948 p� / I 6" SPRtJ'CE CB ® CATCH BASIN\ \ � � FH U FIRE HYDRANT 1 0 � .947.80' 947.48 dOTE: IN � � `i , ;� \ / ^eF � � \ CHECKS ��/ PROPOSED .. / / T ALONG P DRIVEWAY �q , NOTE: SEVERAL SURVEY MONUMENTS FOUND IN CARMANS BAY ADDITION - AND REGISTERED LAND SURVEY i I , VOLUME SUMMARY CALCULATED CUT VOLUME BETWEEN PROPOSED AND \ WV 0 WATER VALVE \ \'I °� �-_ 947. 7 / / % 200 i �F�� �/v ST OVERHANG ^ NOS. 467 & 1451 WERE UTILIZED TO ESTABLISH HE NORTHWESTERLY T ORIGINAL SURFACES = 866 CUBIC YARDS PP} POWER POLE \ CB / 'v r) RIM 946.526? g 7•66._ PROPOSED s o `i�jS� CB / F��� LINE OF LOT 3 i CALCULATED FILL VOLUME BETWEEN PROPOSED AND TRFT TELEPHONE RISER \ INV 943.D3 % .... GARAGE FLOOR ly IM 9 S .43-\ 4, 705\ 947: 947.97 INV 942.2 916 % NORTHWESTERLY /' ELEV.=947.00 949.27 moo• ORIGINAL SURFACES = 409 CUBIC YARDS LP QJ LAMP POST EM[E] ELECTRIC METER \ j0 948 j' LINE OF LO7.23� :: i w �,(��>� 948A4 / 7 ,y gDrt \ F�'i'�, �r?���P \ �� / v O `0��0 ��p� \ Af pp 94� 4 48 y) . �c 9 9.95 S� Op G�e� Pe / i i� OF �� BAL CE OF 457 CUBIC YARDS TO BE REMOVED FRO SITE VIA CAROLINE AVENUE, CASCO AVENUE, CAS POINT ROAD AND SHORELINE DRIVE TO GM© GAS METER V� 32 � 946 � JP 0 \ �C/C 948.44 90' :- , O g i �, SITE PLAN GRADING PL NU.S. IGHWAY 12. AC Q AIR CONDITIONER MB o MAIL BOX NOTE: UTILITIES SHOWN AS PER FIELD MEASUREMENTS TO ABOVE GROUND\ - OH - OVERHEAD UTILITY LINES FEATURES AND EVIDENCE, AND \ �C/ P 948 �� 2�6) ^ �.0 Tf `C y 7 8 0" L \ 6 __-948 i y S` off' \ 6 0 4 \ 9 S 000 ' i5D.3 - - _ -_ ❑ APPROVED WIIKREVIIIONS O 0{SAP OV AVAILABLE UTILITY PLANS. ALL - SS - SANITARY SEWER UNDERGROUND UTILITY LOCATIONS TO BE VERIFIED THROUGH GOPHER STATE 0 SOU RL o 94 3 \ 6 949 77 \ \ C 14 ORNE ^� D BY 11 , - ST - STORM SEWER ONE -CALL (651-454-0002) PRIOR TO 0� \ G 49A 0 OT 23 947 950.46 i DATE /-1/ 177 - W - WATER MAIN/SERVICE ANY EXCAVATION OR CONSTRUCTION - G - GAS MAIN/SERVICE \ .'8 948 95J204 9 NOTE: BITUMINOUS CURB 6 49 2S PREPARED FOR: ZIV LIBERMAN ENCROACHES ONTO \ 50 //2� 2?4y 2690 CAROLINE AVENUE - UT - UNDERGROUND TELEPHONE DENOTES DIMENSION SUBJECT PROPERTY A �t� 7 2.9 XFEEM DISTANCE OF O 17 LINE PARALLEL WITH AND / DISTANT 60 FEET �u .,. ORONO, MINNESOTA 55391 NOTE: SEE ARCHITECTURAL PLANS 952-471-2558 BY SHARRATT DESIGN & COMPANY (M) MEASURED DURING THE6, COURSE OF THIS SURVEY SOUTHEASTERLY OF THE \ 68 . NORTHWESTERLY LINE OF \ FOR PROPOSED HOUSE DETAILS WES SAMPSON 90 LOT 23 SHARRATT DESIGN & COMPANY DENOTES RECORD (R) DIMENSION AS PER PLATS _ FLOODPLAIN NOTE: g5 12" MAPLE 464 SECOND STREET, SUITE 100 AND LEGAL DESCRIPTIONS NOTE: INSTALL PERIMETER SILT FENCE DENOTES SET SURVEY DOWN GRADIENT FROM ALL LAND • MONUMENT MARKED DISTURBING ACTIVITIES. INSTALL DITCH 'KEMPER SUBJECT PROPERTY LIES WITHIN FLOOD ZONES "X" FOUND 1 2" s' DIP / �, (AREAS DETERMINED TO BE OUTSIDE THE 0.2% WATER \ ' \ IRON PIPE ANNUAL CHANCE FLOODPLAIN) AND 'AE" MAIN 851.3 .. ly.. S 6 S 45'22'13' E 2.14 (SPECIAL FLOOD HAZARD AREAS SUBJECT TO MB PP 2S City of Orono EXCELSIOR, MINNESOTA 55331 952-470-9750 18407" CHECKS IN SWALES ALONG PROPERTY INUNDATION BY THE 19 ANNUAL CHANCE FLOOD; 952.52. . 952,�1?4• 1-1/4" F 945 PROPOSED CONTOUR LINE LINES AS NECESSARY UNTIL PERMANENT BASE FLOOD ELEVATIONS DETERMINED) 9h� 4\ Plannin & ZoningPlan Review ACCORDING TO THE FEDERAL EMERGENCY PLASTIC S6 / 9 GAS MAIN - 'gtltatlrl[lr1! �I/jr VEGETATION IS ESTABLISHED r� DENOTES DIRECTION OF PROPOSED DRAINAGE -- PROPOSED SILT FENCE MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 27053C-0311 E, DATED ite Plan Review Date: SEPTEMBER 2, 2004, HENNEPIN COUNTY, MINNESOTA. 9.40 THE BASE FLOOD ELEVATION FOR LAKE MINNETONKA � . FH ��11f `�y�..+•••••�� .• �' fO°i,° CERTIFICATION •• '•,� i HEREBY CERTIFY THAT THIS SURVEY, PLAN, y IS SHOWN TO BE 931 (NGVD 29}. 53 952. 4 PPROVED+15. ' •', OR REPORT WAS PREPARED TRM SITE BENCHMARK: Q PPR VED W4~�H PEVI NS n teS) BY A OR PRt1FESSl0i�a1. `, _ UNDER MY DIRECT SUPERVISION AND THAT RECEIVED un SiSRVEYflR _ I AM A DULY LICENSED PROFESSION4L LAND 9TOP 54.140 (NG 29 ( ) O DENT D j1 0`0.0 Staff: DEC17 2013 SURVEYOR UNDER THE LAWS OF TH STATE w OF MINNESOTA. 18407 �. 0, �- r? o� CERTIFICATE �SURVh....*.*••• VIEW OF CARMAN BAY ON LAKE MINNETONKA ah ."►�' ••����� L ^ FOUND 1/2" IRON PIPE FROM 2690 CAROLINE AVENUE 2012 PHOTO ( ) 4rl 1 I ®F ®f91®1�0 �j rn 1� CITYORONO �F ��� MARK D. KEMPER, PLS 18407 /111111"lliqttt1�� 11151 (11151AR4.DWG) D.B. TODD HOLEN REVISED 12/11/2013 �`� (RLS 202 DATED THIS 12TH DAY OF DECEMBER. 2013 KEMPER & ASSOCIATES, INC. ZcoRo Cgw[�nc�A-u�-- 2613- 41b52 N 2W Nkuu -