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r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />011119 20/117/23 LAKE COUNTRY BUILDERS <br />ADVANCE SURVEYING & ENGINEERING CO. <br />5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax(612)4748267 <br />suxvEY FOR: DOROTHY AND TERRY ERWIN <br />SURVEYED: August, 2001 DRAFTED: August 20, 2001 REVISED: September 11, 2001 to show <br />Alternate "C" per Lake Country Builders' request, we have same reservations as with Alternate "A" . <br />LEGAL DESCRIPTION: <br />Lot 5, AUDITOR'S SUBDIVISION NO. 265, Hennepin County, Minnesota. <br />SCOPE OF WORK: <br />1. Showing the length and direction of boundary lines of the above legal description. The scope of <br />our services does not include determining what you own, which is a legal matter. Please check the <br />legal description with your records or consult with competent legal counsel, if necessary, to make sure <br />that it is correct, and that any matters of record, such as easements, that you wish shown on the survey, have <br />been shown. <br />2. Showing the location of existing improvements we deemed important. <br />3. Setting new monuments or verifying old monuments to mark the corners of the property. <br />4. Showing and tabulating hard cover and area of the lot for your review and for the review of such <br />government agencies as may have jurisdiction over hard cover requirements. <br />5. Showing a proposal for a storm sewer for your review and for the review of governmental agencies. We <br />show your proposal to connect to the existing storm sewer system on your neighbor's lot as Alternate "A" <br />and we show an Alternate "B" as well. Alternate "A" would be less expensive to install, but we do not <br />recommend it. Alternate "B" would be less susceptable to freezing and being crushed by traffic loads <br />because it is deeper, would be under your control for maintenance because it is on your property and would <br />not be subject to failure because of possible freezing or plugging of the old, shallow line on the neighbor's <br />property. <br />STANDARD SYMBOLS & CONVENTIONS: <br />"•" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise <br />noted. <br />I hereby certify that this plan, specification, report or survey was prepared by me or <br />under my direct supervision and that I am a licensed Professional Engineer and <br />Professional Surveyor ender the laws of t-hf, State of 11W-nn:?soca. <br />H. Parker P.E. & P.S. No. 9235 <br />y <br />GRAPHIC SCALE <br />20 0 10 20 40 <br />( IN FEET ) <br />I inch = 20 fin <br />pFOUND 1/2' IRON PIPE <br />l \ \ ryF NORrNFR <br />\ c Y cl <br />\ \ NF of tor <br />134 <br />/ SP <br />\ \ RiNc pgRk <br />\ <br />\ <br />\ <br />�\ / f OUND 1 /2" CAPPED IRON <br />\ FIPE /12755 <br />\ <br />\ f <br />\ <br />�E souryFRc \ \ \ <br />Y NF \ <br />u <br />N OF 4or1 <br />34 SP \ '� <br />R/Nc pq�k \ <br />\ <br />a <br />rye. <br />ED EOF o'ER - -ON x/Sn <br />/X\-/(930.7�c/ GG <br />X941.2 <br />i <br />P <br />P4-RA"'n, » <br />°j <br />I o, 2 X942.4 <br />X� 3tf5/ <br />/ 939.4 �' 1.5 <br />NEW GGREGATE <br />941.2/ <br />PATIO <br />9/ 1� 939.1 / OFNFR C <br />Is <br />X941.2�D? SFO <br />" „ <br />EM. 160 S�4N£`s 0. / <br />ALT. B / ��C / ONC. PATI (NET . <br />F&I 12" FESC/ s.9 9411 <br />�N�Rnr <br />6 CU. YD. RIP -RAP 939.2 0 �o / '9:26940.65, <br />6940.6 1 F J <br />INV. 933.00323151X <br />931.0( / �r wA T e, REMOVE 76 S.F. EXIST. RED ROCK SURFACING <br />2,sroR 3 w 940.3.5 s ROTATE AND RELOCATE SHED TO HERE <br />39.2 <br />S 939.0 Ao,� �o• S CqS ��c/NcgMF X940vs _ NEW SLAB ELEV. 939.5 <br />J ;' pO/Nr ti ABANDON EXISTING 10" STORM SEWER / <br />'�' X938.4 �- RE. E.OVE 394 S.F. EXIST. RED ROCK SURFACING <br />£! 940.7 9 fAbROr_ RFr 940.4 "'8.1 <br />f d/ f. C y T <br />)?ON ti / M /1yq 1 <br />FSO 73T,gN pF ) �o Nv / 938.6 Q 936.7 OP 1 PIPE' / <br />44 PR, <br />///// / / / �:931�a 7Nr N' . 940.1 s� _ > gx93� 3 38.9 �6s <br />ALT. l."B" B 41 �a �K�Y UNF X940.1 `rL'P 0 Z% <br />BUILD TOP 940.1 OP4oT,34Y,q R eQUgc �0�7 <br />/INV. 933.62 4 �RtNG qK�l,. <br />/ 940.0 <br />/ REMOVE 330 S.F. EXIST. RED ROCK SURFACING- <br />/ (TOP 10" PIP <br />/ <br />/ <br />wF4Nc <br />936.6 "'gig; <br />X938.7 `\ <br />ALT. "A" <br />CONNECT TO EXIST CB <br />INV. 935.3 <br />ALT. "A" <br />F&I 33' 12" CL IV <br />RCP OR EQUAL <br />CONST. 27" CB <br />ALT. "A" S �33� <br />BU TOP 69 28 ;S <br />INV.935.3• <br />ALT. "B" <br />BUILD TOP 938.5 / <br />INV. 933.89 / <br />/ <br />/ <br />/ <br />/ <br />i <br />/ 45.6 / <br />rn �� 956.9 J <br />J 942 / �^ q�� i it <br />/ <br />r/X946. <br />i 949. <br />X949.5 CDS � 0 <br />/ N <br />;947. ,� <br />X951.7 / <br />i <br />i <br />- 957.5 <br />1 <br />s r <br />1 <br />_J <br />