HomeMy WebLinkAbout2006 Survey060259 10/117/23 HILL SCHOOL
ADVANCE SURVEYING & ENGINEERING CO.
5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 474 8267
SURVEY FOR: HILL SCHOOL
SURVEYED: October 18, 2005 DRAFTED: April 19, 2006
REVISED: May 2, 2006 per architects comments and to get parking to fit in space available, for
client review.
REVISED: July 24, 2006 to show possible, preliminary infiltration area for discussion
REVISED: August 23, 2006 to show emergency overflow at 959 and rip rap.
LEGAL DESCRIPTION:
Lots 5 and that part of Lots 4 and 6, lying East of the West 69 feet thereof, Block 3, Markville,
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 legal matter.
Please check the legal description with your records or consult with competent legal counsel, if
necessary, to make sure that it is correct, and that any matters of record, such as easements, that you
wish shown on the survey, have 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 the property.
4. Showing elevations on the site at selected locations to give some indication of the topography of
the site. The elevations shown relate only to the benchmark provided on this survey. Use that
benchmark and check at least one other feature shown on the map when determining other elevations
for use on this site.
5. Showing your proposals for additions to the existing school, additional parking and associated
grading for your review and for the review of such governmental agencies as may have jurisdiction
over your proposals.
STANDARD SYMBOLS & CONVENTIONS:
" • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless
otherwise noted.
I hereby certify that this plan, specification, report or survey was prepared by me or
under my direct supervision and that I am a licensed Professional Engineer and
Professional Surveyor under the laws of the State of Minnesota.
am s H. Parker P.E. & P.S. No. 9235
EMERGENCY OVERFLOW, ELEVA77ON = 959.0
TWO FEET MDE.
PROPOSED /NF/L TRA T/ON BASIN
ONE FOOT WASHED SAND FROM 957 TO 958
4" PERFORATED PVC DRAIN TILE PIPE AT 957
OUTLET TO NORTH
X 959.3
X 958.2 X959.0
X960.6 X958.9
X 961.8 r
1
1
r
= r X 959.0
0
959.0 X 959.2
r IR959t
r
r X 959.6
X961.6 x960.2 X959.0
>� X957.8 II
r------- 6" plastic private catch basin,
- X957.1 draintile comes from the south
X958.8 X958.4 and leaves the catch basin to the north. X959.9
9558.5
X 958.1 / v~ U 9•�"J B4 ®q g��
q Y� Found cop X10938
Found 1/2" - - 1 DE. 00- -
860.1 T ` �--
X959.4 X959.8 957.2
' I
-- -- ^'� . 960.9
itJ
960.2 X958960, �� 9 9 X959.8Eil7R LJ
®r X959 6
ass ploy �
m;� 961.3 \ OX 959.9rr
itu
X962.1 \�\960.1 60.1`-teaLJ
l c'' 960.9
961.0 / e X X959.1 � �9�9�
Cli
(� Edge o grove/
I II
962.5 I IS I� � �LP
Conc. Walk ,i I �4 I I �' LJ
�X 9� 0 \
ate` 50\
-�----------- ---------------
_ e' E
----
964,2 q X 6 6 \
Q e c er d 1 etr
X 6 7 \ - \
1 X-96 . e
962.0 X961.7X `�' 963.3 \ Pr osed -
960.5 - \ i e well
2f 4 ` 1.2 LJ
X962.1 63.5 962.2
Z
El
59.9X959.8
g °' , i
r Ir
960.1 959.x(9 E.g X960.2
I
V)
960"'060.5
--- Benchmark:
S Top of manhole is 961.2
961. X931-1
X962.0
X 961.2--------27 96 .6° e c rn�O �, 962.9
X962.01q-136.3
164.1 i r 963.0 962.1
1 w
J01 (b
X960.8 N _
o X964.' t,.l' h 'm h Edge f e� W
v
(X963.5
I\ .1
X ,. i �` .p \ 963.4
B
I o Sewer Clean-out--, `
960. 27.2 36.3 5,1 \ �C 964.9 9634
9 .3' -------- X9 4.3 Xd64.7 ' ed %. W
---- - 1----------- --- Entrar 965.4 I ' D 96 \
I '
X958.
g X961.7 \.964..8' i X96. 'S \ X964.5
-----------'--------------- ----------------
X 965.3
' X 63.7
e \ d 4 .' I e
Pre -K ° X 965. 9643 W
X962.0 O Ploy Areal o�; ° . '` ® ° o ;°' -`O I -m- --- 30 ------
Lry Lr)
- 964.9 e X 65.1 Fl gpo/ c\r o 964.5
X 963.3 --- °X 96 m O tea,
----", P 964.6 rn
X963. - - ° \I I
0
�� I I
I X964.G; --Co trete \\Wa/l ® e
Flagpole 1 W 964.7
r
X?65.1 1 X965-12
Found cop ,{1093 ° Found 1/2" 1
X965.0
GRAPHIC S(. c4LE '�-965 3
f� n /1 Q
f S V •7 54 05 > e
20 0 10 20 40 964./7 965.4
1 a
rive
I
{ IN FEET) 1 orth 3nor X960 0
1► o
Xb65.@ _
I
_ _ I
� \ I
_X_ 965.3
X964.4 - - - - _ 965.4 X
Dr w. No. 06 0259
DENOTES EX/STING CONTOUR LINE
X 961.2
DENOTES EXISTING SPOT ELEVATION
DENOTES PROPOSED CONTOUR LINE
9641-
DENOTES PROPOSED SPOT ELEVATION
�
DENOTES PROPOSED DIREC77ON OF
STORM WA TER FLOW
- SL -
DENO7ES PROPOSED SILT FENCE PER
CITY SPECIFICA 77ONS
EMERGENCY OVERFLOW, ELEVA77ON = 959.0
TWO FEET MDE.
PROPOSED /NF/L TRA T/ON BASIN
ONE FOOT WASHED SAND FROM 957 TO 958
4" PERFORATED PVC DRAIN TILE PIPE AT 957
OUTLET TO NORTH
X 959.3
X 958.2 X959.0
X960.6 X958.9
X 961.8 r
1
1
r
= r X 959.0
0
959.0 X 959.2
r IR959t
r
r X 959.6
X961.6 x960.2 X959.0
>� X957.8 II
r------- 6" plastic private catch basin,
- X957.1 draintile comes from the south
X958.8 X958.4 and leaves the catch basin to the north. X959.9
9558.5
X 958.1 / v~ U 9•�"J B4 ®q g��
q Y� Found cop X10938
Found 1/2" - - 1 DE. 00- -
860.1 T ` �--
X959.4 X959.8 957.2
' I
-- -- ^'� . 960.9
itJ
960.2 X958960, �� 9 9 X959.8Eil7R LJ
®r X959 6
ass ploy �
m;� 961.3 \ OX 959.9rr
itu
X962.1 \�\960.1 60.1`-teaLJ
l c'' 960.9
961.0 / e X X959.1 � �9�9�
Cli
(� Edge o grove/
I II
962.5 I IS I� � �LP
Conc. Walk ,i I �4 I I �' LJ
�X 9� 0 \
ate` 50\
-�----------- ---------------
_ e' E
----
964,2 q X 6 6 \
Q e c er d 1 etr
X 6 7 \ - \
1 X-96 . e
962.0 X961.7X `�' 963.3 \ Pr osed -
960.5 - \ i e well
2f 4 ` 1.2 LJ
X962.1 63.5 962.2
Z
El
59.9X959.8
g °' , i
r Ir
960.1 959.x(9 E.g X960.2
I
V)
960"'060.5
--- Benchmark:
S Top of manhole is 961.2
961. X931-1
X962.0
X 961.2--------27 96 .6° e c rn�O �, 962.9
X962.01q-136.3
164.1 i r 963.0 962.1
1 w
J01 (b
X960.8 N _
o X964.' t,.l' h 'm h Edge f e� W
v
(X963.5
I\ .1
X ,. i �` .p \ 963.4
B
I o Sewer Clean-out--, `
960. 27.2 36.3 5,1 \ �C 964.9 9634
9 .3' -------- X9 4.3 Xd64.7 ' ed %. W
---- - 1----------- --- Entrar 965.4 I ' D 96 \
I '
X958.
g X961.7 \.964..8' i X96. 'S \ X964.5
-----------'--------------- ----------------
X 965.3
' X 63.7
e \ d 4 .' I e
Pre -K ° X 965. 9643 W
X962.0 O Ploy Areal o�; ° . '` ® ° o ;°' -`O I -m- --- 30 ------
Lry Lr)
- 964.9 e X 65.1 Fl gpo/ c\r o 964.5
X 963.3 --- °X 96 m O tea,
----", P 964.6 rn
X963. - - ° \I I
0
�� I I
I X964.G; --Co trete \\Wa/l ® e
Flagpole 1 W 964.7
r
X?65.1 1 X965-12
Found cop ,{1093 ° Found 1/2" 1
X965.0
GRAPHIC S(. c4LE '�-965 3
f� n /1 Q
f S V •7 54 05 > e
20 0 10 20 40 964./7 965.4
1 a
rive
I
{ IN FEET) 1 orth 3nor X960 0
1► o
Xb65.@ _
I
_ _ I
� \ I
_X_ 965.3
X964.4 - - - - _ 965.4 X
Dr w. No. 06 0259