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HomeMy WebLinkAbout2015 Grading PlanLot 7 Lot 6 Lot 5 o - \ NOTES: 1.) Existing utilities shown are shown in an approximate way only. The contractor shall �- --- - 'Z Q determine the exact location of any and all existing utilities before commencing work. He agrees _- - --- - Lakeview�- �� to be fully responsible for any and all damages arising out of his failure to exactly locate and Park preserve any and all existin utilities FIELD CREW XXX DRAWN BDH CHECKED DBP DATE 09/02/15 975.8 S84°06 4 „ Way g 975 s " 2 E 82.41 \ 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. /--Rock Construction - PND IP 25684 -- 975.3 7 Entrance 973.3- - - - FND +P j4 \ 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 973.7 256g_4 9So 4.) A title opinion was not furnished to the surveyor. _� nj 968.7 -- �--__ -_ f� -+--- --' _-=-" '--+--_ � � \ �3 5.) Proposed grades shown adjacent to building foundation refers to top of black dirt. 6 9-4Co I Z968 0 >?s �`-) _ (971x 96 .9 �6s.5x �9� \ �o / , ( Proposed Elevations c'9s3.9/ 7 01 R + x i /2 e X 0 \� Proposed Garage Floor Elevation = 972.7 _ 965.1 O� B / 1 / �- �� / �� \ Proposed Top of Foundation Elevation = 973.0 OS#2 (0/ �` X(9 9� \�9 �s Proposed Basement Floor Elevation = 964.3 /969.0..• ) o� B 0 966. a a �6� a #3 �� O i Canton 15 g67.� x �v L �' 970.37/ y s I ' - �� : 7x 971 5 os#4 S Q Setbacks / 1 9 ,/- a �� /06 J ! % 965 o js 5��2 4 obi E ��� ,! 0972.99 �� O� 6'•, Min. Front Yard Setback = 50' Proposed St / - 6� Min. Side Yard Setback - 30', 50 Adjacent to Street Ret. Wall '6 oop / o_ s \ / Min. Rear Yard Setback= 50' 965.3�h . o� o �'� 6�, F� �' o oma. 9� �s x 973.7 \ Hardcover -Tier 3 \1 B 90 �2 9 �.,, A x 973. \ - J � / / l A �` 0 (9� °N , 0 0 r° ° 0 20.E 2.C�• u , f 3JOS#5 Lot Area = 90,254 Sq.Ft. 964.9 N o / \ �6 S 11 ss 0 3 °� TFo ° 02 cFE W 973.97 House Area = 2,952 Sq.Ft. // / S / 6 57 jj c A (9;30 (972.7 2- 0 ���0� l Stoop Area = 168 Sq.Ft. i I, ) s 2 pro > A �� + 5 p x 9 4. o x Deck Area = 339 Sq.Ft. 0 1 Proposed ell q i j' �5 \ 96009 9s C posod p t \ g,3 0`� -os#s vocation Patio Area-- Retaining Walls 43 Sq.Ft. 96. s Ox 3 E� oke.. w h 9> Isk o 8 A xow olko� �.. Concrete Area = 1,725 Sq.Ft. a64� / / 963.9 963 ��� ��rkwa 1\'� / 0974.13 a„- ""� r' 0 96 .48 --- - -- i - N l / OS#tO 3� g 'g�� E y �. 0J ! .�^ Cons O 961.5=Z 19-1 r O ' 3 �S 3OS#7 ropo�` ce/ 965.38 96Sx ` P en x 93.2 q Total Impervious Surface = 5,502 Sq.Ft. �962� 9�64.0-- lt9 �k>sx1973.21 973.8 / `/ Total Impervious Coverage = 6.10% 3 a 973.8 x/PD / I 964 ( 47.z_ s I . ` oss8.7s Basement Calculation x 958.3 y66 p 1g �p 8 x Lot 2 / ro .51 I / \ Total Perimeter at or Under Existing Contour 969.0 = 112.9 Lin.Ft. - _ --958 " �^. s x 9629 .COs#s / i ?u' x 71 2 I x 973`.1 PX oposed Septic �� 970 I� \ Total Perimeter Over Existing Contour 969.0 = 99.1 Lin.Ft. ,�1 / S�Xt / , 'rx Proposed 972.150 973.2 Site x , Total Perimeter= 212.0 Lin.Ft. -956 X xx%30_e,�c Patio I % I Total Percentage At or Below Existing Contour 969.0 = 53.3% 955.5 / \ ( a e /\� 9"11. /x 13 � I ^ry �6� �� 'I01 i �/ x 957.} x 972.0 ---I - ---�F-- _ _ 1 �� x 97.8 j/ �� 50 Block 3 Q54 �`( ^ Offset Irons ---- �� \ I _ 969.0 I 971.3x / 970• j (elevations are to the top of pipe) x 952.4 / / ° 955.3 I \ !/ - _ -952- - Contour I �/ 974.6 W Ra _ 972 7 i� . 911.4 / / �� I / , \ / 0§ 0� 40:M 0§ 944:4§ x 949.9 --� I -G / = -� - J_ _ 967,5 ®�l s �7/:�� ®�J = �� x OS #9= 972.15 OS #10= 965.38 0.8 974.5x/ d � -- 8924'07'E 970.9 � .� -' .- O _ OS#11=964.57 -950 I / /� x /x 967.9 ��,� CV x 9 8.0 I /x 974.1 1�� x 969.4/ �',�,.�° /�"�_ / CN \ \ I I I x 972.7 x 973.7 1 00 --94B- / `` 1 Propo ed Septic I/� VO �� O \ _ 1 x 965.4 1 I Site / /x 970.9 --_ -_ / I _ cb/ x g7 ,.4 \ Li�� 4- -9 / ./'- \ \ 9 gR o� ILOt 3I ' \ 9 i i / / o ^�O '* \ ` I / 719 x 967.8 yin i -� ? O i / d 00 969. 966.2 x 954. ' � �o� / v- .� ,. 9Q Rte\ \ x � �'� x 965.0 ` , ,°� ��� j�66 / / - �2 N !l 11 I herebycertify that this is a true and correct representation of a survey of th ,�46. ` m Blo 2 ' ` x 970.8 16e� �� 5��� x 99.8 /g6� /3.5 Q x p � Lot 1 fY p Y e 942.\ \ ' \ \ \ i e �0 N / / boundaries of: e � eek o. I / 9b3�` _ � / / % / 6� \ \ \ x 964.9 4 �O Q �C e�\ I N / / g6 / Lot 3, Block 2, LAKEVIEW OF ORONO, according to the recorded plat thereof, A o��k 971.7 I / A6 to �� Hennepin County, Minnesota 965.3 x , • _ et I / p >y, , , �� / r/ t and the location of all buildings, if any, thereon, and all visible encroachments, if any, �\ 48.7 _ _.a' goo x from or on said land as surveyed b me this 21st da of September, 2015. \ \ 0 ' Y Y Y 9 � � � � � \ ,� I/ � � o i BIOFILTRATION /� x 968.8 -I � � � �� � BASIN 10 BOTTOM= 957.0 HWL= 959.9 �+ x 966.8 -i n� A David B. Pemberton, PLS Minnesota License No. 40344 \ ^ \ \ / ` �_ `- X __" _ � _§6o--� / � ^� 4 pemberton@sathre.com B�L ` `-�-B�e� -- B�BL_____�- --I �- -Q62- / ,� Q64.2 CITY Q OR +� �J - / SITE ( " d / { \ \ - - �; �i / -G64- / ^ x 966.7 `:)ROVED E P �� =GR;DING'_AN ;� \ / / q L I / / / x 964.3 I °' E - I / / / 9r �, ❑ .;t�PRO`% ITH R-VISJOI, O R� /06� � / �� i i i ����y �x v,� ❑ DISAPPROVED �S ON0�1(3t 11i1 ti 5 4 30 15 0 15 30 60 _P �a SLOZ O l ��0 DATE � �I 966.0 e12 -- o AA ^ i SETIP- -� � � � / / � J/ , - ( a3l113J3H 77 / / / ` / i -968_ ( SCALE IN FEET 8s 05� W/y. / SURVEY LEGEND - - _-� 4- _ - -963.4 x � -946 - / / A-=3'15'11» \ _ R=1004.93 O CAST IRON MONUMENT A C UNIT _ -/ -- -� -- -- � 948 �_ x 965.2 � �- --�.� � �� � r �� � BITUMINOUS West Brandi/RQ 'i I ® CATCH BASIN _� CABLE TV PEDESTAL BSBL / � �-gFa__ �� BUILDING SETBACK LINE -g52_ - / \\ \ \ - -- - J -_ a FLARED END SECTION i ELECTRIC TRANSFORMER - c -v CABLE TV _ / \ DJ GATE VALVE OE ELECTRIC MANHOLE CONCRETE CURB 1 _ g54_ _ \yyb X962 �\ < GUY WIRE OO ELECTRIC METER CONCRETE _ _ _ 056- HYDRANT © GAS METER - 96 N1/4 OF SEC 7 - - - -_ _ °' - _ City Of Orono o _ CONTOUR EXISTING - - - - _ _ Planning & Zoning Pl m Revie� O SURVEY MONUMENT SET © GAS VALVE sso - CONTOUR PROPOSED \ ��, • SURVEY MONUMENT FOUND -°-°- GUARD RAIL DT DRAIN TILE Centerline of West Branch Road -_ t � � \ -------_ _ _ _ � � ° �� '� (Per Plat of LAKEVIEW OF ORONO) J --- - Site Plan Review Date: �\ SURVEY CONTROL POINT [E HAND HOLE ESC ELECTRIC UNDERGROUND �- -PROVED LIGHT POLE} SOIL BORING -x-x- FENCE p APPROVED WITH f.EVJ%IONS (see notes) "CL) POWER POLE %_ ` TREE CONIFEROUS FO FIBER OPTIC UNDERGROUND _ Cl DENIED s0 SANITARY MANHOLE ` TREE DECIDUOUS eas GAS UNDERGROUND - ' �, - O SANITARY CLEANOUT TO TELEPHONE MANHOLE °"u OVERHEAD UTILITY Staff' \\ SIGN M TELEPHONE PEDESTAL """" H " "' RAILROAD TRACKS �\ 972.5 GROUND ELEVATION TRAFFIC SIGNAL ' SANITARY SEWER 12) STORM DRAIN OO UTILITY MANHOLE » STORM SEWER 'TEl TELEPHONE UNDERGROUND � -•`..! �� ','DST MANHOLE � UTILITY PEDESTAL YARD LIGHT WELL UTA UTILITY UNDERGROUND WATERMAIN NO. BY DATE REVISION TWP.117 - RGE.23 - SEC.07 FILE NO. 1 BRV 12/7/2015 REVISED SURVEY PER CITY COMMENTS `�tG�G�sl S�R�� Project City: Orono T I F I CAT E O F SURVEY 31202-289-001 2 BRV 12!812015 STAKED HOUSE IN FIELD USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY _ Hennepin Coun 3 BRV 12/9/2015 LANDSCAPE PLAN AND UPDATED HARDCOVER PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID to % P SAT H R E- B E RG Q U ST INC.- AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL - tooff RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY �,,, 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PREPARED FOR: 795 Lakeview 1 RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. N �� Parkway GONYEA HOMES 1 -7q5 La OvicW 'arrmayl 2-Ot5- ©Iz3lo - Ntvi f- ak1 ,