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