Agenda - Parks and Recreation Commission - 05/09/2024

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SEE VIEW LEFT � BROOKSIDE ELEMENTARY SCHOOL o 86.4 83.7 85.7 85.60 86.40 \\� - - - E.O.F. 94.7 95.9 84.7 t E.O.F. E.O.F. 4.60 96.5 86.38 - L EXISTING ♦ 0 ° 4.57 2 0 ° 2.7 ° E.O.F. E.O.F. 1.9% 2.0% � 2.1 ° 1.5% - - - _� 1 - - - - - - - �� 4% 2 0% % C qr \li/ ° I � � 1 1. % r � � 1 11 \� Y O� 5.33 86.5 - _- - - � - - - - - - - -91.0 6.20 890.6 / 1.65 95.5 / 0.14 \ 88.94 / \ / 7.74 In j $8.14� � ' \\ \ LO=891.1 / / 890.6 890.6 890.9 888.4 890.1 892.3 893.9 898.9 900.1 901.2 c . SE // / LO=891.1 LO=891.1 LO=891.4 LO=888.9 LO=890.6 LO=892.8 LO=894.4 1 LO=899.4 LO=900.6 LO=901.7 LO 8 9 10 11 12 13 14 1 1 15 16 1 17 10 �N�'V \ \ LF-887.4 / SE I I SE I I SE SE SE SE SE SE SE SE 1 `5�`5 \ G 890.E 6 \ / / LF=887.4 LF=887.4 LF=887.7 LF=888.9 LF=890.6 LF=892.8 LF=894.4 LF=895.7 LF=896.9 LF=898.0 L n► , C.) 1� \ \ / / G 890.6 I 890.E G 890.9 G 892.1 G I I 893.8 G 896.0 G 897.6 G 898•9 G 900.1 G 901.2 G 86.0 I ° •, I Q \ I 88.4 f flf flf fl f o �i,\. s+oo L p +oo G,B• a+oo G•B s+oo 10+0o 11+o0 12+00 13+00 */ul; G.B. 0.70% 88. 9 0.70% 88.5 0.70% 8 89.3 90.8 coo ° , I 9.041.00% 1.00% 90.21 2.75% 93.5 94.69 1.40% 97.0 98.4 1.40% 22 jll 1 8th AV NW `� th AVE- o ro th rn co I, o� ,� - rn m W - - - � r - - - - - - 00 15 O cc // 89.5 1 891.6 G 891.6 G 892.3 G 894.2 G 896.4 G 1 1 2147 I° I moo- - / E.O.F. LF=888.4 LF=888.4 I I LF=889.1 LF=891.0 LF=893.2 1 W o� i �o _ - - - I I I I I I I W -- �� 0011 o - o (/) II �84.s8� - - 0 SEWO SEWO SEWO SEWO SEWO I �'OR cn II � � II rrl 000 >c / r O J co 1Cf) 11 1 1 55� ON �� 34 1 �' 1 33 ��400 ao� ° o r � I 4• % m N�, 5 2 1 LO=888.4 LO=888.4 LO=889.1 LO=891.0 LO=893.2 Cr) �l a 1 cn iv O r o0 rn o o j 00II m ao I 887.9 1 1 887.9 11 888.6 1 1 890.5 1 1 892.7 �/ LLJ + (0 F- - - - - - - - - - \ 51 1 50 1 49 �48� I ,�47� 1 00 to - - - - - - - - - - - - - - - - - - - - - - - k I r r 1 J L - __ - -I L - _ - - - - J L - - - - - - J O 1 t 1 �-I� oo II 0 �� 11 3.94 I (/) 0 10 1 o o Cn 0 94.7 O 00 - - - ry c� �oo II N II rn 86.9 O o09)00 f Tl II o0 5 - - - L - J L - - 0032 cD Cn co m 00 o E.O.F. E.O.F. - - - - - Jo 4 j� �O 00� 1 - - - INFILT=880.0- - - - - - - - - O l0 1 N �� oo� O w bo zo 68 f= cof 0M / 1 r �o c» - 6 ° ^1 �- - - - - - - - J o Cn II 00 �'� o N L - - - - 1 1. % L- - - - - - - - - - - J - - - - - - - - - - - - Q 0 0 '� 1+00 2+00 1 III f�l �N 4.2� -a - - - - - - - - - -91.0 88.0 1.60% 896351 - - - - - - - - - - -� 1 46 w� V cD 1.E 00 o� 1 �r - - - - - - - - - - - - - 1 1 7.74 88.94 1 0.14 \ 1 1 � - f 9 .2 I O � r I I r 0 1 1 890.1 1 1 892.3 1 1 893.9 1 1 89, cDoo 1 �� v �'� w �� 00 O �_ r _ LO=890.6 LO=892.8 LO=894.4 LO=E -1- 00 11 cf) o I , SA 00 Cn II ' �o M 00" o (D� III �w IN III m �� I 1 12 1 1 13 1 1 14 1 1 1 4.5° OD m z 1 - - - - - - -- O. M CD• 00 a _ - - - - - - J� 00 54 - - - - - - 1 °° �� 36 I� 31 N° O r SE 1 1 SE SE 1 S C" w I ro -� -�� v 97.8 - 0 I I 1 F=19gn.F� 1 1 I F=RA7 R 1 1 I F=RQ4 4 1 1 I F= o > 1 1 o I r ° 1 , - J E.O.F. SEE VIEW RIGHT 00 .o% _ r L- - - - - - - - - - - -Ji 1 � �0 M o w ' 00 �q w II 00 �- - - - - - - - - Co , ^ 83.3 1 � 11 �0 1 Z - - -� I 1 45 0� aLn ov 00 � , - - - - - - ♦ U) Q ^ 3 - 00 J°' 6 4% r � I �� Cn O �� 00 o �Ao ' 'I O IW N -� (0 J o 1 0011 � 0 1 a I 90.5 _ _ , - r- �, STORMWATER SETBACKS �t I -1 Z a.o 1000 M II o I I - - - - E.O.F. Q0 88.9 R o0 11 00 ` 1 1 N lao a,� aoV 55 I - - I� 3O cD 0� LOW OPENING ELEVATIONS - + o0 00• a� E.O.F. 3 7 1 m ° -83.98 - - - - - - - - - - � o N J 0 porn o ivc.n o. O I i 1 ♦ �. \ <o /� 1 1 O HIGHEST OF COD �_ - - z J -� �- - E.O.F. - - - - - - - - - - \ < Jl ��,;� ,J L_ - - - - 0.73 95.5 MINIMUM 3 FEET ABOVE HIGHEST I 1 r �� -� z _ - - 4.80 ANTICIPATED GROUNDWATER _ 1 O Cn r cD - - - 1 \ �/ rp 2 \ �� s //// , r - TABLE. 1 � 11 �, o o - - - - � ` �� 03 �� ` `�� 38 / - � °� - �t 1 °V'0000 oo`oo s.s -� m - - - - \ \ �' O o \ �cP // / / / 2 FEET ABOVE THE DESIGNATED 12 N O 000 W � o� 11 �\ \ \ 44 0 .� it � � \ �/ �0893 / / OR DESIGNED 100-YEAR FLOOD O iv c� 00 00 - / S ELEVATION OR 84.94 1 .s `�°oo � �� 56 1 � � � � , , \ � � ' � � \ , , 89g I / 29 z L - - - - - - - - - - J 00 O � 1 / \ _ _ \ � ' �/ / S / / 897.2 1 FOOT ABOVE THE EMERGENCY ° 0 1 1 �6.0 \ � ' � ' / \ RS < FGJj I / LO=897.7 OVERFLOW. Oo ' �/ 11 O(oil I 1 g+. N - - - - - - - - - - � I / / `- ' � <,\� (99897 SEWO 00 W 1 II o _ / /04 E.O.F. - \�� c� �� Q o g9Q '�� / / LF=897.7 rTl � I s s / 0 1 / � \ ti��\ \\ �`��`�O // �\ p�\ sXoD \ \ / / 900.9 G INFILTRATION AREAS J 00N r / / \ \ 8 43 / / ��\ 9 -Oo Oo M M po _� / / /� , l i � 9�y� j / // / R� - \ �? co� �� aov 57 1 -INFILT=880.0- 1 -�10- pocD 1 5.0 ° 87.80� 2.5% 1 6.00 ' ', F` 9 00 l , „ i i lifj ?OG' / /� 96.9 ��G.B. +oo CI o --�\\� �9�9 / // �'� �i4�- 99.3 r 's .0 / 4p EXISTING / 91 , / - - o Q � /l \/ / 899 I I WETLAND �/ <�,�� i �F_8 '4 G I I 901.0 G 8 2 - 2 1 4 0 5 50 00 \ 9 / LF-897.8 '� / SEWO I I 41 , / I I SE 5.25 // �0=896.2 I I 39 GRAPHIC SCALE IN FEET / 895.7 1 1 LO=901.5 85.86 / I I 901.0 \ - /40BENCH MARK 9� � - - - -1.66 J 6. 8 - 9 •9 TOP NUT OF HYDRANT AT NE QUAD OF INTERSECTION OF NOWTHEN 2.0% 1 .5% 2.p% BLVD. N.W. AND 167TH AVE. N.W. EL=890.48 I i \ \\ � . ' ' TOP NUT OF HYDRANT DIRECTLY NORTH OF INTERSECTION OF 167TH EL E901.06 AND COQUINA ST. N.W. P I CNELRengineering - 00-ENG-123074-SHEET-DEVELOP CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS Revisions I hereby certify that this plan was prepared by /1,� Date NN 7� HARMONY FARMS (651)68I-1914 Name Puou'L / I 1. 2024-02-05 City Comments LElV 1V Aim Men Enterprise Drive me or under my direct supervision and that I PRELIMINARY DEVELOPMENT PLAN 5.20 30 Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Brian N.Molinaro Designed 16305 36TH AVE.NO., SUITE 600 OF www.pioneereng.com under the laws of the State of Minnesota Reg.No. 47504 Date Drawn PLYMOUTH,MINNESOTA 55446 RAMSEY,MINNESOTA ©2023 Pioneer Engineering,P.A.