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SEE VIEW LEFT
<br /> ► \ ti BROOKSIDE /
<br /> ► ► �� �� i- - �� ELEMENTARY SCHOOLCV - -
<br /> ► 11 pCO 00 00
<br /> � •89
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<br /> CC) X 6� _ -'� • ' 94.7 -A0 ? - x w 8� ' .
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<br /> E.O.F. -
<br /> t E.O.F. 8
<br /> ► 84.7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86.38 . . . .:. . . . . . . . . . . . . . � 98 - 0�- - 4.60 . . . 96.5
<br /> I s
<br /> ► 888 _ 898 - - -
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<br /> I �I E.O.F. ; ° > > 0% % 890
<br /> 1.9% °
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<br /> I 91.0
<br /> \ 85.33 86.5 - - 894
<br /> t6�20
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<br /> 1 88.14 88 / / 890.6 1 890.E 1 890.9 1 1 888.4 ,' 90. 893.9 \ 898.9 1 00. �901.2 •
<br /> I I 00 \ 7 �/ LO=891.1 LO=891.1 LO=891.4 LO=8 9 LO=890.6 LO=892.8 0=894.4 LO=899.4 LO=900.6 c LO=901.7 LO / SEE SHE •
<br /> 1 ; / \ \ $' / 4.42 F� SAIL '
<br /> �o \ SE / , 8 9 ► 10 14 15 16 \ 17 / PROFILE •
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<br /> • II ` o ► I r r p - 80.0 I I 0o p o% U, \ - c w
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<br /> rn rn c�r OUTLET-882.8 I in o ♦ - \ r w
<br /> I II 3 co 4% �� INFILT(A 0 : 880.0 (\ 90.5 v ♦ - p w
<br /> oo HWL=883.3 I - E.O.F. g Q0 88 9 - - -� I LOW OPENING ELEVATIONS -
<br /> - 1 N 100 .o 0000 v 55 B-B HWL=886.4 I -� R 0 cno �c0 HIGHEST OF
<br /> 0 . 00. '� rn E.O.F. 3 / iv Ln ao
<br /> \ I ► I, : -i 3 98` - - - - _ - - 5 o w P 00 o WET VOL.=4.402 AC*F* o ! < I CO MINIMUM 3 FEET ABOVE HIGHEST
<br /> 11 8 - - - - - - I STOR. VOL. 6.007 AC FT �• - f o cP I J o
<br /> I ► Q - 89.4 - - - _ - _ - \ �pv' ANTICIPATED GROUNDWATER
<br /> Z ; �� I E.O.F. 874 \ <,� In c9 0.73 95.5 TABLE.
<br /> I ► 00 r o 1 o P 4.80
<br /> • + °' \ r 2 FEET ABOVE THE DESIGNATED
<br /> W o r o 878 \ o �� w /
<br /> 00 II - - - - - - W �� cp cP ��
<br /> rn 00 11 Z \ �' �'-� \ \ o . 3 �' / OR DESIGNED 100-YEAR FLOOD
<br /> ' 00 oo 000 6.6 ° O 44 0� O c��p \• �/� / ELEVATION OR
<br /> 0 I I II ao�91 00 - \ 8 g J 1 FOOT ABOVE THE EMERGENCY
<br /> Z 84.94 L - - - - - - Ld .s m L" 00. 5 6 . / , / � - \ / 9 O I / OVERFLOW.
<br /> .0 0�00
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<br /> No s 1 O °�°cD / 1 ; i \ // 2� �0 �� `Q' INFILTRATION AREAS
<br /> 1 _ , s
<br /> ° 187.8 52 �� s. l'• II 1 / ' .l F`//,A, �96�0p G.IB.
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<br /> f •��•� • • • • • • • • • • • • • • • • �1y Q� $l..F.• • • • • • • • • • • • • • • • • • • • • • ...
<br /> ..TAT I i • _O •�
<br /> G/�•(� 98.43 99.3
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<br /> ► - '� % WETLAND ' • I I �0�8 /l LF ss G 901.0 G
<br /> 8g 9� 2
<br /> _ LF=897.8 0 25 50 100
<br /> � ► � II � � / � � - _ � � I � � � � 36 ' /
<br /> ° 1 ► ) `. ♦ ♦ L - - ,' WETLAND
<br /> I•: 41 I / / ! SE ,
<br /> I % ; x HWL=882.939 B-B HWL=886.4 �. GRAPHIC SCALE IN FEET
<br /> ` 5.25 I / 8 7 1 LO 90.5
<br /> ► \ �� i`8 �, ; ' ; �85.86 / / \ I 901.0
<br /> t I 1 I _ oq 4b I I BENCH MARK
<br /> 0.101 - - - -1 66 J 6.48.97•9 TOP NUT OF HYDRANT AT NE QUAD
<br /> l
<br /> OF INTERSECTION OF NOWTHEN
<br /> �- \ BLVD. N.W. AND 167TH AVE. N.W.
<br /> I , �� /�aSi O/ \ \ , \ 7 i . . . . .b . . . . . . . . . . . . B9 . . . . . . . . . . . . .� EL=890.48
<br /> TOP
<br /> T OF HYDRANT
<br /> ,/ ,,,�b �, � �^,• � � � NORTH UOF INTERSECTION DIRECTLY OF167TH
<br /> EL E901.06 AND COQUINA ST. N.W.
<br /> P I C-SNELRengineering
<br /> 00-ENG-123074-SHEET-GRAD
<br /> CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
<br /> Revisions
<br /> I hereby certify that this plan was prepared by /1,� Date NN 7� HARMONY FARMS
<br /> (651)68I-1914 Name Puou'L / I 1. 2024-02-05 City Comments LElV 1V Aim
<br /> Men Enterprise Drive me or under my direct supervision and that I PRELIMINARY GRADING PLAN 5.10 3 0
<br /> Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Brian N.Molinaro Designed 16305 36TH AVE.NO., SUITE 600 OF
<br /> www.pioneereng.com under the laws of the State of Minnesota Reg.No. 47504 Date Drawn PLYMOUTH,MINNESOTA 55446 RAMSEY,MINNESOTA
<br /> ©2023 Pioneer Engineering,P.A.
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