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<br />011119 20/117/23 LAKE COUNTRY BUILDERS
<br />FOUND 1/2- IRON PIPE
<br />ADVANCE SURVEYING & ENGINEERING CO.
<br />5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fix (612) 474 8267 / �- � Nov �
<br />SURVEY FOR: DOROTHY AND TERRY ERWIN / 34 SPR,Nc p
<br />2'7 15 Cis PO (N T �l
<br />SURVEYED: August, 2001 DRAFTED: August 20, 2001 REVISED: ',S_ eptember 11, 2001 to show /
<br />Alternate "C" per Lake Country Builders' request, we have same reservations as with Alternate "A" .
<br />____�FDUND 1 /2" CAPPED IRON
<br />LEGAL DESCRIPTION: / I)IPE #12755
<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 legc.l matter. Please check the eRCY c/"e OF l
<br />legal description with your records or consult with competent legal counsel', if necessary, to make sure cOT
<br />that it is correct, and that any matters of record, such as easements, that you wish shown on the survey, have SPR/bo PA \ �
<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 -:he property. 1INN1�T®���
<br />4. Showing and tabulating hard cover and area of the lot for your review and for the review of such /
<br />EDGE OF WATER - - Fk/$
<br />government agencies as may have jurisdiction over hard cover requirements. ON 4-12-00 _ /VX,(930.7 5. Showing a proposal for a storm sewer for your review and for the review of governmental agencies. We , "c
<br />J
<br />��� s - �0 /, iX941.2
<br />show your proposal to connect to the existing storm sewer system on your neig!Zbor's lot as Alternate "A" 1 [/.//TY � !; ; - 11Z �ig3�.$ �
<br />Rod, ' / - ,
<br />and we show an Alternate "B" as well. Alternate "A" would be less expensive -,o install, but we do not �� N/P/`
<br />recommend it. Alternate 'B" would be less susee table to freezing and being crushed b traffic loads P4 L� �� "� %i ������� �� U�£ �g� /
<br />p g g y x942.4 /
<br />because it is deeper, would be under our control for maintenance because it is on our property and would �3� �3� 5'i % %
<br />P 7 y y P P �,4 Y ,, /939.4 - 1.5
<br />not be subject to failure because of possible freezing or plugging of the old, shallow line on the neighbor's �� / l ,� r / NEW GGREGATE 941.2
<br />oi �� D / PATIO
<br />ProPe�Y• 39.1
<br />/ j / .�� ,� ( 9.8 /
<br />16 � X941.2 4?j�,�FO /$ l
<br />" „ 1 REM. 160 S } / 3, s ON,- 014,N �
<br />& CONVENTIONS: ALT. B / i ��j �/ �`�CONC. PATI (NET / s ,�Csa1.1
<br />STANDARD SYMBOLSF&I 12- FES i ' *939.2 � �o � � � ,X926. 940.6 � e
<br />6 CU. YD. RIP RAP c� 3 Sj h c k/s�
<br />"0" Denotes 1/2" ID pipe with plastic plug bearing State License Number 923.`,), set, unless otherwise INV. 933.00 / ��Q o �/ i 23 �� x W gRgcec
<br />�T { REMOVE 76 S.F. EXIST. RED ROCK SURFACING
<br />noted. 931.0 K/RO. WA �3
<br />TQC �� #?�� 2`�TORy,ig Wq a 940.3 \ 3s 2 ROTATE AND RELOCATE SHED TO HERE
<br />NEW SLAB ELEV. 939.5
<br />I herebycerci that this plan, specification, report or survey was prepared b me or 939'0 A °,�' s0• // s CqS ��p//V� �'�£ '0. -
<br />certify P P P y P P y s O/iyr X940.5 ry ABANDON EXISTING 1C STORM SEWER j
<br />under m direct supervision and that I am a licensed Professional Engineer and /%�i' i�� F - �� �'� e R°qow� sy 938.4 REMOVE 394 S.F. EXIST. RED ROCK SURFACING
<br />1 �t nfPcc�n,�!2 ! �,�I'�, �'y` ;- under r Fir t>h laws, f tl,I Ct t of �� Z?;n 'S t uw �4r ^0, I
<br />y ..... ��,� � P BRl K $!€0fy+ .. J/ 940.7. '68 <� R£3 94n.4
<br />f t9F �!$T P/AF I �, '�v 938.6 936.7 OP 1 PPE)
<br />�O 134 940.1 °j c 938.9
<br />SPn�DAf °j
<br />H. Parker P.E. & P.S. No. 9235
<br />N
<br />GRAPHIC SCALE
<br />20 0 10 20 40
<br />{ IN FEET )
<br />1 inch = 20 ft
<br />/ 4,; 1B 41 fTQ14NS � 5 X940.1 ,t p OR V
<br />ALT. K BUILD" TOP 940.1 DoT a3R(ygk eQUgc ��O
<br />ry' /INV. 933.62 c gAti�. 939.9
<br />/ 12. 39.6 i
<br />940.0 k ?' CONS
<br />� S
<br />REMOVE 330 S.F. EXIST. RED ROCK SURFACING
<br />/ (TOP 10" PIPEs.1
<br />/ 936.6 9.
<br />/ X938.7
<br />/ ALT. "A"
<br />/ CONNECT TO EXIST CB
<br />/ e,s INV. 935.3
<br />""
<br />owe<</Nc F&I 33A 12" CL IV
<br />RCP OR EQUAL
<br />CONST. 27" CB
<br />ALT. "A" S X330
<br />.49
<br />BUILDTOP98.5 6
<br />IN.935.3
<br />ALT. "B"
<br />BUILD TOP 938.5 /
<br />INV. 933.89 /
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<br />45.6
<br />956.9
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<br />942
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<br />949. o /
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<br />- 957.5
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<br />IFi FA- 111 FW1
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