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060259 10/117/23 HILL SCHOOL
<br />ADVANCE STIR VE TYING & 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 />REVISED: September 5, 2006 to show revisions to curb, walk, well, grades.
<br />LEGAL DESCRIPTION:
<br />Lots 5 and that part of Lots 4 and 6, lying East of the Nest 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 />�
<br />s H. Parker P.E. & P.S. No. 9235
<br />DENOTES EXISTING CONTOUR LINE
<br />DENOTES EXIS77NG SPOT ELE/A 710N
<br />- -!96-1- - DENOTES PROPOSED CONTOUR LINE
<br />9641 DENOTES PROPOSED SPOT ELEVA TION
<br /><;= DENOTES PROPOSED DIRECTION OF
<br />STORM WATER FLOW
<br />-
<br />SL - DENOTES PROPOSED SILT FENCE PER
<br />Cl TY SPECIFICA TIONS j
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<br />1
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<br />- - - - - "--- 6" plastic private catch basin,
<br />- r drointile comes from the south
<br />and leaves the catch basin to the north. F, o/^
<br />N 8952'41" w
<br />Found cop ,10938
<br />\ Found 1/2"��� --106.00--
<br />g
<br />-106.00--
<br />' - - r -� 64, 960.9 iI
<br />EMERGENCY OVERFLOW, ELEVAT/ON = 959.0 � yc- 960.2 �� i - -
<br />TWO FEET W/DE. , i �\� , 960, Ek, TRLJ
<br />I
<br />reLl
<br />6 ploy ; ,
<br />owrylirou a 61.3 v
<br />PROPOSED INF/L TRA TION BA SIN
<br />ONE FOOT WASHED SAND FROM 957 TO 958 960.
<br />4 PERFORATED P IrC DRAIN TILE PIPE A T 957` 961.0
<br />LJ
<br />`T 960.9
<br />ouTLET To NORTH / g5>
<br />O i X
<br />New well -I sN-E i
<br />location I `� �6f_ _ �a�r- - - o� _ 962.1 o gravel
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<br />ienL ILJ
<br />I a
<br />Cones Walk O � �i � � � � � I � � I
<br />° I
<br />A50 - 1 50°
<br />I' - - ----------- ---------------
<br />°}--------------- ' 33.E
<br />964.2 1 1 \
<br />hobo e f 4e 1
<br />Q ' c er d e tr}�
<br />° " - -\
<br />63.E \ 1 Benchmark:
<br />J \ I \ S Top of manhole is 961.2
<br />i 2d
<br />I 1.2 �
<br />962.2 L J
<br />'0
<br />� I �• / �41 I 964.1 � � W �I.�
<br />Proposed 2
<br />c O O l q� story addition \ o:
<br />d' O L ,First floor J s:
<br />- _ O� - M o -
<br />O O 96
<br />i 1 7.7
<br />% �
<br />N O I
<br />O I 1 I %\ I O
<br />(rj I I �' I 64 963.
<br />27
<br />962.9
<br />•36.3 ' -
<br />V64.1 1 4/
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<br />D h - Edge f g el
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<br />Cn -4-- \
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<br />€ - \0 963.4
<br />Sealer Clean-out--,
<br />U 27.2 ,\
<br />0 36.3
<br />_ ------------------- �i
<br />---- Covered , \ EX/T w
<br />_ I ^.Ip
<br />I / (l�C \ •
<br />------------ -------- ---- ��-----------. In,` Entra ' 965.4 a �J V
<br />-
<br />_ ' _
<br />a
<br />964.3 ORONO
<br />Ploy Area
<br />p---
<br />CUffln-Y
<br />> D;
<br />Crete 1`,Wo/l e .° i i w 0TY O! ORONO
<br />1
<br />ISiTE PLAN GRADING PLA!N'
<br />- - - - - - 1 Foundlcop ,1093 ° Found 1/2' 1' & 6PPRaVED
<br />GRAPHIC SCALE
<br />- ❑ APPROVED NTH REISIGNS
<br />S 89 54 05 E 0 DiSAPPWVED
<br />as ® 1® zo 40
<br />BY M b+ Y o
<br />DATE/ I
<br />IN FEET )
<br />orth Shore Drive � P , ���� oe-�-�
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<br />- - - Due. •{•-,
<br />oz's Ito saw ARAZA
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<br />Drw. No. 060259
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