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Home My WebLink About2015 HardcoverEXISTING HARD COVER AREA KEY: N,\ \ PROPOSED ELEVATIONS: 936.0 ;' � �l� �` \ 431.8 A ,' X 33.o \ MAIN FLOOR = 936.0 O DETACHED GARAGE = 934.0 x431.7 'i \oma 9312/ /x933.3 ELEVATIONS BY OTHERS (SEE ARCHITECTURE AND LANDSCAPE ARCHITECTURE PLANS FOR DETAILS. 50 X431.8 t \ \ ,' 9 of \ *PROPOSED BUILDING PLAN AND INFORMATION PER `'� 9 ARCHITECTS APRIL 5 2017. / t , '� � ..,,..,_X.933.4 , X933.7 **GRADING AND SITE PLAN INFORMATION PER TRAVIS yf r,' ,fr 'yT \ VAN LIERE STUDIOS APRIL 5, 2017. _,' SAN MH ***ENGINEERING PLAN INFORMATION PER PIERCE PINI / / / I: ,' /' 0,3vq o3O RIM=933.4 \ APRIL 6, 2017. (SEE ENGINEERING PLAN FOR CULVERT WAL/ \ C) ter' ,y'r �,'' �� , a� \ AND DRAINAGE DETAILS) �, ��-..,CONTRACTOR TO VERIFY ALL DIMENSIONS ell- '_19a 33.q \ ELEVATIONS WITH FINAL CONSTRUCTION DOCUMENTS X431,8 F \9 33 F� BEFORE CONSTRUCTION. -7 Iia" �� 9 \`n 834.1 O a s cc / /g31.4 ,, i �� R{j 2 \ \ 935.0 \ 9�0 (/OX q34.4 \ �p M 6 ,, r' r' � �'� j ` \ (� 'C� X 1131. •7 , �/C I \ A. r' f _ / 830.4 7 rrU rr' Q3\ -� ��/// /t 93�% T�4 > od \ rrlr d rrr 1y c,, / SC/ y.MFO J' X131,5/G Qo / - % 'V / i P �N �y J \ g31.6X �r� AGO WALL E i 17 WATER LEV.=92q.0 �� / �� / So, r� ' *q3.5 OTTOM=927.40 / JG �� / T X 0.9 \ / q r Xq3 2\ R 934.3 L fk�\l 831.1 A4/1V C ONKA k� i r 1� �� q P/ ,' r of / \ G��C.� Xg30.4 ' ^ /, rrrr ( irr Xqy/ OJ�J \\ \\ \ F Qa, 834.0 X 3 4 ,_OE4.8 3 / J + \ / �O 5�0/ r ,' \ r'�� l7 ��0u �o� FOUND r' 430. Y g� o / 40W / rrr'�L400 `rl IRON PIPED r gQ�� / / 03 ,,/�/�' �r/ r-', / % n �s/Oti �� 9�g tom 3fj.6 �� i = 93n C ? `` , �h r g30gX 6 rrf / I l ' L H, r \�� `\ ` 9c�1, d'3�6' X934.7 / / j\ I 934 X 431.5`1 �G Q� c� \t��\ ♦ (tz�i C�� , `` \ ' 27-9 , r / / /�\ �0 �V \ .� q % 934.3 �' \ F �2I X434.5 // i�7�,,.. q `c9, ` ♦\ \ /,,r rr`f `%' ` �11j�/1�/ % / \ \ ��4Pp `� J/ 7 \\ f r 2 f r /f' \ 934.2 Xg30 WEL/� /�- � \` ` `� rrr � 01 / \� \�� f� / / / / ~` % \ / ,' v (A QG 4,1 ,' 'Qj� SD o�X ♦ <^t \ •/// V ^,�.'` /i2 ,)3 % / / / / / / n \0, 934.0C.711 z '/ / / / z c g30.6 ��Q O Zc� 0 - �N, / 936.00 , _ \ /,3s3/ V / / / a` / 12u '12q.0 FOUND 1/2' IRON PIPE--\ (I.2" NW OF `- PROP. LINE) / o X' 15„ o. 93 i �' ,R r' / ,ray �� s;. / /// /// f i ' ��.CA ]„oma?` of -- - 34.0. . /, �2 �X9,32,6 1 4. 93,6 936.00 '9;�15� / 4 ! NG ,36 �� X g30.2 % / / / / / / / / ��\,`r 4 „ / / / � K r .Il! / / / A35 r / l 3 Xg30/� fV _"F 936, X431.4 I55" / �► '� P, 06 /n\ V�� 93 / L � �, / / / //'--/- �1� _ _-� / r ,, � 935 X931.5 C� + / Xg308 /� /Csj FOUND I" 0-8A IRON HARD SURFACE KEY: =F V K. 32.0 \ /t 1136.2 _ -POUND 3/4' .. L/ n PIPE RON \� DENOTED PROPOSED HARD SURFACE W11,� Xq3 5 v_ / / `1 X DENOTES EXISTING HARD SURFACE r � S y7 Ag31./ ' - / �i?�t k / / �� 0_4�� - �. 2 838.0 { ` �• /- 832.0 Xg31.y/ / / / / Q 131 sT CIS". - /n\ / / �d / / Pl'LgNT '. / / / / X/ q36 PROPOSED HARD COVER AREAS - - - 935 - - - - - ~' 931.6 �� ya c� / /�� 1 / Q / / r\�J 75-250 ZONE FROM O.H.W. 934/ _ ' / t/ r,'!5w ..� / r Xq3 .5 \ `�` ' / S,> l /vim / I 936. 6 j . Lq Xg30.8 3 > A HOUSE 3303 SQ. FT. q3'2-6 / / I \ ,, ,.' �- ,�V/1// 933 ' / ± / B DRIVEWAY 2754 SQ. FT. 929.1 q. 832.2 t 7 ( 9� �.� i SO^ _ ` �J \ l ��93-G`I`� � r C. AUTO COURT 2765 SQ. FT. X431.2 r 932 1, �$ �. / / / q4� D. ENTRY WALK 76 SQ. FT. ��0. 0 � 4 // / / r1 \ �r E. MASTER TERRACE 253 SQ. FT. i�LL Xg31y . / - p��, \ i i r i ti\J ` , / ♦ / EXISTING BUILD F LAKESIDE TERRACE 454 SQ.. FT -931 X 2.8 3 / / / / / IS° \ �--LppKOUT ING G. PAVED PADS 54 SQ. FT. h' ` '' I `` i 7 \ i / �yq =936. 'o �9 �-' ` m 930 r� �; 93 9/ // X936.2 936.2 7 E. DET. GARAGE VE 748 SQ. FT. o,p ;0P 8\� REIv1OVE WALLS ! 03�-..-�.=>�� r� / / // t'o�F�F• °Z, `' / j�/j// / % t J MECH AREA 130 SQ. FT. K. AUTOCOURT FOUNTAIN 40 SQ. FT. L. COURTYARD WALL 65 SQ. FT M. UTOCOURTWALL 106 SQ FT N E Lq KF M/NN 0R0/NARY �//c`c3, I.ji�1T ETpN KA 92g 4 832.0 2a \_-FOUND SPIKE IN A 1/2" \` g2q.0 `14 6 9 IRON PIPE p 434.5 �S o1 L % c9a�2 9� 0 20 40 00 , NTR 1 COLUMNS 8 SQ. FT. ,t O. FREE STANDING WALL 114 SQ. FT. 7 X436.7 t EXISTING HARD COVER AREAS TOTAL 11,337 SQ. FT. FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE -40331 SQ. FT. IN ZONE 75-250'ZONE FROM O.H.W. 28.1 Y. HARD SURFACE AREA IN ZONE 40 the state of Minnesota. °ry A PAVED DRIVE 2811 SQ. FT. 0-75' ZONE FROM O.H.W. 7 B GRAVEL DRIVE 1 192 SQ. FT. / C TIMBER WALL 14 SQ. FT, AA HOUSE 581 SQ. FT. t t TOTAL 4017 SQ. FT. t EE MASTER TERRACE 330 SQ. FT. t - 40331 SQ. FT. IN ZONE FF LAKESIDE TERRACE 837 SQ. FT, 10% HARD SURFACE AREA IN ZONE PP. BRIDGE WALKWAY 144 SQ. FT. 0-75' ZONE FROM O.H.W. TOTAL 1,892 SQ. FT.=1 MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND 5092 SQ. FT. IN ZONE (TO OHW) !3 D TIMBER WALL 62 SQ. FT. 12.5% HARD SURFACE AREA IN ZONE E DECK 16 SQ. FT. TOTAL 78 SQ. FT. -15092 SQ. FT. IN ZONE (TO OHW) TOTAL HARD SURFACE BOTH ZONES �9Cg2q.4 0.5% HARD SURFACE AREA IN ZONE TOTAL HARD SURFACE BOTH ZONES TOTAL 13229 SQ. FT.= 55423 SQ. FT. IN ZONE (TO OHW) TOTAL 4095 SQ. FT. 23.9% HARD SURFACE AREA IN ZONE =55423 SQ. FT. IN ZONE (TO OHW) *DETACHED GARAGE/STUDIO TO BE BY SEPERATE APPLICATION, 7.4% HARD SURFACE AREA IN ZONE BUT THE AREAS HAVE BEEN INCLUDED FOR TOTAL IMPERVIOUS CALCS. LEGAL DESCRIPTION: All that part of Lot 9, North Shore Cottage Acres Lake FERNDALE ROAD RESIDENCE Minnetonka, lying Southeasterly of the Southeasterly lines of Registered Land Survey No. 441 and Registered Land Survey No. 902, and lying Northwesterly of the Northwesterly line of O RO N O, MINNESOTA Registered Land Survey No. 1372. Subject to perpetual easements for sanitary sewer purposes in favor of the City of Orono over that part of the above land as specifically described in Hennepin County Recorder Document No. 4608875 and in Hennepin County Recorder Document No. 4608876. Per Certificate of Title Number 1120830 AREA: CONTACT: PARCEL AREA (TO OHW) 55,423 SQ. FT. = 1.27 ACRES TRAVIS VAN LIERE TVLS LANDSCAPE ARCHITECTURE 211 IST STREET NORTH #350 TITLE NOTES: MINNEAPOLIS, MN 55406 PHONE: 612.760.094 1. Variances per conditional use permit per Doc. No. T4992780. EMAIL: travis@tvlstudio.com BENCHMARKS COUNTY/CITY: HIF= NNIF= PIN ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT U LJ IV TY GEODETIC WEBSITE. SURVEY DISK DARUS MN053 WITH AN ELEVATION OF 941.44 WAS USED TO ESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAVD 88) C TY O F ZONING: ZONING=LR-1 A LAKESHORE RESIDENTIAL ZONING DISTRICT SURVEY NOTES: REVISIONS: 1. BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE DATE REVISION HENNEPIN COUNTY SURVEYORS OFFICE. 10-19-15 INITIAL ISSUE 2. UNDERGROUND UTILITIES SHOWN PER GOPHER ONE LOCATES AND 10-27-15 AREA/SETBACKS PREVIOUS SURVEY PROVIDED BY THE OWNER. THERE MAY SOME 02-22-17 PROPOSED FOR VAR. UNDERGROUND UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR 04-06-17 REV. HOUSE/LA LOCATED. 05-18-17 REV 3. THIS SURVEY IS HAS RELIED UPON A SURVEY BY GRONBERG & ASSOCIATES, INC DATED 10/31/12 FOR PRE-DEMOLISION INFORMATION AND PREVIOUS INTERPRETATION OF PROPERTY BOUNDARIES. UNDERGROUND UTILITIES NOTES: CERTIFICATION: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM I hereby certify that this plan was prepared by FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE me, or under my direct supervision, and that I am SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND a duly Licensed Land Surveyor under the laws of UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, the state of Minnesota. EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE Daniel L. Thurmes Registration Number: 25718 FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT 10-19-1 5 PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER Date:______________ STATE ONE CALL LOCATE TICKET NUMBER(S) 152741934 SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. CALL BEFORE YOU DIG! Gopher State One Call 1W TWIN CITY EA: 61-4 TOLL FR E:Ai -800- 1 66 02 PROJECT LOCATION: + 1 01.1-Z-31115 LEGEND: FERN DALE ROAD W 0FOUND MONUMENT t2t FIRE DEPT. CONNECTION PID#0 21 17 2 3 4 3 0 0 2 3 Q SET 112" IRON PIPE to HYDRANT MARKED RLS NO. 25718 ®° CURB STOP TV CABLE TV PEDESTAL O WATER WELL AC AIR CONDITIONER O WATER MANHOLE OE ELECTRIC MANHOLE wn WATER METER EM ELECTRIC METER ® POST INDICATOR VALVE EP ELECTRIC PEDESTAL pd WATER VALVE ET ELECTRIC TRANSFORMER O BOLLARD LIGHT POLE p FLAG POLE F- GUY WIRE MS MAIL BOX -0POWER POLE -a- TRAFFIC SIGNSuite #1 O0 GAS MANHOLE O UNKNOWN MANHOLE 6750 Stillwater Blvd. N. GM GAS METER B SOIL BORING Stillwater, MN 55082 O TELEPHONE MANHOLE X g50.O SPOT ELEVATION Phone 651.275.8969 TP TELEPHONE PEDESTAL ® TRAFFIC SIGNAL Fax 651.275.8976 co SANITARY CLEANOUT ®o SANITARY MANHOLE 4'` i dan@ CONIFEROUS TREE Or CATCH BASIN M cssurvey Or STORM DRAIN1 DECIDUOUS TREE net ® FLARED END SECTION N;el OO STORM MANHOLE gal TREE TO BE REMOVED _UE UNDERGROUND ELECTRIC ury UNDERGROUND CABLE TV uF UNDERGROUND FIBER OPTIC -UT UNDERGROUND TELEPHONE ou OVERHEAD UTILITY uc UNDERGROUND GAS > SANITARY SEWER CORNERSTONE >> STORM SEWER WATERMAIN LAND SURVEYING, INC. -x x FENCE CURB [TYPICAL] 1230CONTOURS FILE NAME 2PROPCERT-STR36 �/�C\ /Ci'1 _ - = PROPOSED CONTOUR RECEIVED R CEIHED PROJECT NO. STR1 5036 ,„934.83 PROPOSED SPOT ELEVATION +Tow TOP OF WALL MAY 22 2017 PROPOSED IMPROVEMENTS crY OF ORONO SURVEY Pun i- Vo%deo - Nab 4