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060259 10/117/23 HILL SCHOOL
<br />ADVANCE SURVEYING & ENGINEERING CO.
<br />5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 474 8267
<br />SURVEY FOR: HILL SCHOOL
<br />SURVEYED: October 18, 2005 DRAFTED: April 19, 2006
<br />REVISED: May 2, 2006 per architects comments and to get parking to fit in space available, for
<br />client review.
<br />REVISED: July 24, 2006 to show possible, preliminary infiltration area for discussion
<br />REVISED: August 23, 2006 to show emergency overflow at 959 and rip rap.
<br />LEGAL DESCRIPTION:
<br />Lots 5 and that part of Lots 4 and 6, lying East of the West 69 feet thereof, Block 3, Markville,
<br />Hennepin County, Minnesota
<br />SCOPE OF WORK:
<br />1. Showing the length and direction of boundary lines of the above legal description. The
<br />scope of our services does not include determining what you own, which is a legal matter.
<br />Please check the legal description with your records or consult with competent legal counsel, if
<br />necessary, to make sure that it is correct, and that any matters of record, such as easements, that you
<br />wish shown on the survey, have 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 elevations on the site at selected locations to give some indication of the topography of
<br />the site. The elevations shown relate only to the benchmark provided on this survey. Use that
<br />benchmark and check at least one other feature shown on the map when determining other elevations
<br />for use on this site.
<br />5. Showing your proposals for additions to the existing school, additional parking and associated
<br />grading for your review and for the review of such governmental agencies as may have jurisdiction
<br />over your proposals.
<br />STANDARD SYMBOLS & CONVENTIONS:
<br />" • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless
<br />otherwise 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 under the laws of the State of Minnesota.
<br />am s H. Parker P.E. & P.S. No. 9235
<br />EMERGENCY OVERFLOW, ELEVA77ON = 959.0
<br />TWO FEET MDE.
<br />PROPOSED /NF/L TRA T/ON BASIN
<br />ONE FOOT WASHED SAND FROM 957 TO 958
<br />4" PERFORATED PVC DRAIN TILE PIPE AT 957
<br />OUTLET TO NORTH
<br />X 959.3
<br />X 958.2 X959.0
<br />X960.6 X958.9
<br />X 961.8 r
<br />1
<br />1
<br />r
<br />= r X 959.0
<br />0
<br />959.0 X 959.2
<br />r IR959t
<br />r
<br />r X 959.6
<br />X961.6 x960.2 X959.0
<br />>� X957.8 II
<br />r------- 6" plastic private catch basin,
<br />- X957.1 draintile comes from the south
<br />X958.8 X958.4 and leaves the catch basin to the north. X959.9
<br />9558.5
<br />X 958.1 / v~ U 9•�"J B4 ®q g��
<br />q Y� Found cop X10938
<br />Found 1/2" - - 1 DE. 00- -
<br />860.1 T ` �--
<br />X959.4 X959.8 957.2
<br />' I
<br />-- -- ^'� . 960.9
<br />itJ
<br />960.2 X958960, �� 9 9 X959.8Eil7R LJ
<br />®r X959 6
<br />ass ploy �
<br />m;� 961.3 \ OX 959.9rr
<br />itu
<br />X962.1 \�\960.1 60.1`-teaLJ
<br />l c'' 960.9
<br />961.0 / e X X959.1 � �9�9�
<br />Cli
<br />(� Edge o grove/
<br />I II
<br />962.5 I IS I� � �LP
<br />Conc. Walk ,i I �4 I I �' LJ
<br />�X 9� 0 \
<br />ate` 50\
<br />-�----------- ---------------
<br />_ e' E
<br />----
<br />964,2 q X 6 6 \
<br />Q e c er d 1 etr
<br />X 6 7 \ - \
<br />1 X-96 . e
<br />962.0 X961.7X `�' 963.3 \ Pr osed -
<br />960.5 - \ i e well
<br />2f 4 ` 1.2 LJ
<br />X962.1 63.5 962.2
<br />Z
<br />El
<br />59.9X959.8
<br />g °' , i
<br />r Ir
<br />960.1 959.x(9 E.g X960.2
<br />I
<br />V)
<br />960"'060.5
<br />--- Benchmark:
<br />S Top of manhole is 961.2
<br />961. X931-1
<br />X962.0
<br />X 961.2--------27 96 .6° e c rn�O �, 962.9
<br />X962.01q-136.3
<br />164.1 i r 963.0 962.1
<br />1 w
<br />J01 (b
<br />X960.8 N _
<br />o X964.' t,.l' h 'm h Edge f e� W
<br />v
<br />(X963.5
<br />I\ .1
<br />X ,. i �` .p \ 963.4
<br />B
<br />I o Sewer Clean-out--, `
<br />960. 27.2 36.3 5,1 \ �C 964.9 9634
<br />9 .3' -------- X9 4.3 Xd64.7 ' ed %. W
<br />---- - 1----------- --- Entrar 965.4 I ' D 96 \
<br />I '
<br />X958.
<br />g X961.7 \.964..8' i X96. 'S \ X964.5
<br />-----------'--------------- ----------------
<br />X 965.3
<br />' X 63.7
<br />e \ d 4 .' I e
<br />Pre -K ° X 965. 9643 W
<br />X962.0 O Ploy Areal o�; ° . '` ® ° o ;°' -`O I -m- --- 30 ------
<br />Lry Lr)
<br />- 964.9 e X 65.1 Fl gpo/ c\r o 964.5
<br />X 963.3 --- °X 96 m O tea,
<br />----", P 964.6 rn
<br />X963. - - ° \I I
<br />0
<br />�� I I
<br />I X964.G; --Co trete \\Wa/l ® e
<br />Flagpole 1 W 964.7
<br />r
<br />X?65.1 1 X965-12
<br />Found cop ,{1093 ° Found 1/2" 1
<br />X965.0
<br />GRAPHIC S(. c4LE '�-965 3
<br />f� n /1 Q
<br />f S V •7 54 05 > e
<br />20 0 10 20 40 964./7 965.4
<br />1 a
<br />rive
<br />I
<br />{ IN FEET) 1 orth 3nor X960 0
<br />1► o
<br />Xb65.@ _
<br />I
<br />_ _ I
<br />� \ I
<br />_X_ 965.3
<br />X964.4 - - - - _ 965.4 X
<br />Dr w. No. 06 0259
<br />DENOTES EX/STING CONTOUR LINE
<br />X 961.2
<br />DENOTES EXISTING SPOT ELEVATION
<br />DENOTES PROPOSED CONTOUR LINE
<br />9641-
<br />DENOTES PROPOSED SPOT ELEVATION
<br />�
<br />DENOTES PROPOSED DIREC77ON OF
<br />STORM WA TER FLOW
<br />- SL -
<br />DENO7ES PROPOSED SILT FENCE PER
<br />CITY SPECIFICA 77ONS
<br />EMERGENCY OVERFLOW, ELEVA77ON = 959.0
<br />TWO FEET MDE.
<br />PROPOSED /NF/L TRA T/ON BASIN
<br />ONE FOOT WASHED SAND FROM 957 TO 958
<br />4" PERFORATED PVC DRAIN TILE PIPE AT 957
<br />OUTLET TO NORTH
<br />X 959.3
<br />X 958.2 X959.0
<br />X960.6 X958.9
<br />X 961.8 r
<br />1
<br />1
<br />r
<br />= r X 959.0
<br />0
<br />959.0 X 959.2
<br />r IR959t
<br />r
<br />r X 959.6
<br />X961.6 x960.2 X959.0
<br />>� X957.8 II
<br />r------- 6" plastic private catch basin,
<br />- X957.1 draintile comes from the south
<br />X958.8 X958.4 and leaves the catch basin to the north. X959.9
<br />9558.5
<br />X 958.1 / v~ U 9•�"J B4 ®q g��
<br />q Y� Found cop X10938
<br />Found 1/2" - - 1 DE. 00- -
<br />860.1 T ` �--
<br />X959.4 X959.8 957.2
<br />' I
<br />-- -- ^'� . 960.9
<br />itJ
<br />960.2 X958960, �� 9 9 X959.8Eil7R LJ
<br />®r X959 6
<br />ass ploy �
<br />m;� 961.3 \ OX 959.9rr
<br />itu
<br />X962.1 \�\960.1 60.1`-teaLJ
<br />l c'' 960.9
<br />961.0 / e X X959.1 � �9�9�
<br />Cli
<br />(� Edge o grove/
<br />I II
<br />962.5 I IS I� � �LP
<br />Conc. Walk ,i I �4 I I �' LJ
<br />�X 9� 0 \
<br />ate` 50\
<br />-�----------- ---------------
<br />_ e' E
<br />----
<br />964,2 q X 6 6 \
<br />Q e c er d 1 etr
<br />X 6 7 \ - \
<br />1 X-96 . e
<br />962.0 X961.7X `�' 963.3 \ Pr osed -
<br />960.5 - \ i e well
<br />2f 4 ` 1.2 LJ
<br />X962.1 63.5 962.2
<br />Z
<br />El
<br />59.9X959.8
<br />g °' , i
<br />r Ir
<br />960.1 959.x(9 E.g X960.2
<br />I
<br />V)
<br />960"'060.5
<br />--- Benchmark:
<br />S Top of manhole is 961.2
<br />961. X931-1
<br />X962.0
<br />X 961.2--------27 96 .6° e c rn�O �, 962.9
<br />X962.01q-136.3
<br />164.1 i r 963.0 962.1
<br />1 w
<br />J01 (b
<br />X960.8 N _
<br />o X964.' t,.l' h 'm h Edge f e� W
<br />v
<br />(X963.5
<br />I\ .1
<br />X ,. i �` .p \ 963.4
<br />B
<br />I o Sewer Clean-out--, `
<br />960. 27.2 36.3 5,1 \ �C 964.9 9634
<br />9 .3' -------- X9 4.3 Xd64.7 ' ed %. W
<br />---- - 1----------- --- Entrar 965.4 I ' D 96 \
<br />I '
<br />X958.
<br />g X961.7 \.964..8' i X96. 'S \ X964.5
<br />-----------'--------------- ----------------
<br />X 965.3
<br />' X 63.7
<br />e \ d 4 .' I e
<br />Pre -K ° X 965. 9643 W
<br />X962.0 O Ploy Areal o�; ° . '` ® ° o ;°' -`O I -m- --- 30 ------
<br />Lry Lr)
<br />- 964.9 e X 65.1 Fl gpo/ c\r o 964.5
<br />X 963.3 --- °X 96 m O tea,
<br />----", P 964.6 rn
<br />X963. - - ° \I I
<br />0
<br />�� I I
<br />I X964.G; --Co trete \\Wa/l ® e
<br />Flagpole 1 W 964.7
<br />r
<br />X?65.1 1 X965-12
<br />Found cop ,{1093 ° Found 1/2" 1
<br />X965.0
<br />GRAPHIC S(. c4LE '�-965 3
<br />f� n /1 Q
<br />f S V •7 54 05 > e
<br />20 0 10 20 40 964./7 965.4
<br />1 a
<br />rive
<br />I
<br />{ IN FEET) 1 orth 3nor X960 0
<br />1► o
<br />Xb65.@ _
<br />I
<br />_ _ I
<br />� \ I
<br />_X_ 965.3
<br />X964.4 - - - - _ 965.4 X
<br />Dr w. No. 06 0259
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