HomeMy WebLinkAbout2001 Survey-revised................
011119 20/117/23 LAKE COUNTRY BUILDERS
FOUND 1/2- IRON PIPE
ADVANCE SURVEYING & ENGINEERING CO.
5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fix (612) 474 8267 / �- � Nov �
SURVEY FOR: DOROTHY AND TERRY ERWIN / 34 SPR,Nc p
2'7 15 Cis PO (N T �l
SURVEYED: August, 2001 DRAFTED: August 20, 2001 REVISED: ',S_ eptember 11, 2001 to show /
Alternate "C" per Lake Country Builders' request, we have same reservations as with Alternate "A" .
____�FDUND 1 /2" CAPPED IRON
LEGAL DESCRIPTION: / I)IPE #12755
Lot 5, AUDITOR'S SUBDIVISION NO. 265, Hennepin County, Minnesota. /
SCOPE OF WORK: /
1. Showing the length and direction of boundary lines of the above legal description. The scope of
our services does not include determining what you own, which is a legc.l matter. Please check the eRCY c/"e OF l
legal description with your records or consult with competent legal counsel', if necessary, to make sure cOT
that it is correct, and that any matters of record, such as easements, that you wish shown on the survey, have SPR/bo PA \ �
been shown.
2. Showing the location of existing improvements we deemed important.
3. Setting new monuments or verifying old monuments to mark the corners of -:he property. 1INN1�T®���
4. Showing and tabulating hard cover and area of the lot for your review and for the review of such /
EDGE OF WATER - - Fk/$
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
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��� s - �0 /, iX941.2
show your proposal to connect to the existing storm sewer system on your neig!Zbor's lot as Alternate "A" 1 [/.//TY � !; ; - 11Z �ig3�.$ �
Rod, ' / - ,
and we show an Alternate "B" as well. Alternate "A" would be less expensive -,o install, but we do not �� N/P/`
recommend it. Alternate 'B" would be less susee table to freezing and being crushed b traffic loads P4 L� �� "� %i ������� �� U�£ �g� /
p g g y x942.4 /
because it is deeper, would be under our control for maintenance because it is on our property and would �3� �3� 5'i % %
P 7 y y P P �,4 Y ,, /939.4 - 1.5
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
oi �� D / PATIO
ProPe�Y• 39.1
/ j / .�� ,� ( 9.8 /
16 � X941.2 4?j�,�FO /$ l
" „ 1 REM. 160 S } / 3, s ON,- 014,N �
& CONVENTIONS: ALT. B / i ��j �/ �`�CONC. PATI (NET / s ,�Csa1.1
STANDARD SYMBOLSF&I 12- FES i ' *939.2 � �o � � � ,X926. 940.6 � e
6 CU. YD. RIP RAP c� 3 Sj h c k/s�
"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
�T { REMOVE 76 S.F. EXIST. RED ROCK SURFACING
noted. 931.0 K/RO. WA �3
TQC �� #?�� 2`�TORy,ig Wq a 940.3 \ 3s 2 ROTATE AND RELOCATE SHED TO HERE
NEW SLAB ELEV. 939.5
I herebycerci that this plan, specification, report or survey was prepared b me or 939'0 A °,�' s0• // s CqS ��p//V� �'�£ '0. -
certify P P P y P P y s O/iyr X940.5 ry ABANDON EXISTING 1C STORM SEWER j
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
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
y ..... ��,� � P BRl K $!€0fy+ .. J/ 940.7. '68 <� R£3 94n.4
f t9F �!$T P/AF I �, '�v 938.6 936.7 OP 1 PPE)
�O 134 940.1 °j c 938.9
SPn�DAf °j
H. Parker P.E. & P.S. No. 9235
N
GRAPHIC SCALE
20 0 10 20 40
{ IN FEET )
1 inch = 20 ft
/ 4,; 1B 41 fTQ14NS � 5 X940.1 ,t p OR V
ALT. K BUILD" TOP 940.1 DoT a3R(ygk eQUgc ��O
ry' /INV. 933.62 c gAti�. 939.9
/ 12. 39.6 i
940.0 k ?' CONS
� S
REMOVE 330 S.F. EXIST. RED ROCK SURFACING
/ (TOP 10" PIPEs.1
/ 936.6 9.
/ X938.7
/ ALT. "A"
/ CONNECT TO EXIST CB
/ e,s INV. 935.3
""
owe<</Nc F&I 33A 12" CL IV
RCP OR EQUAL
CONST. 27" CB
ALT. "A" S X330
.49
BUILDTOP98.5 6
IN.935.3
ALT. "B"
BUILD TOP 938.5 /
INV. 933.89 /
/
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45.6
956.9
jJfC,
942
I
1b
V/
X�6' �h
949. o /
X949.5 G O
r (/ /
f
947. I
X951.7 /
i
- 957.5
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IFi FA- 111 FW1