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SEE SHEE I SEE VIEW LEFT _ <br /> M r rp(0 <br /> 9_v <br /> .4 Oil <br /> N00 M 271 <br /> 6.3%899.4 I I 1 �� CDN I <br /> 901.0 G 0 cn <br /> \\ 'F 896.2 I I LF=897.8 <br /> 9 / SE WO I I I + <br /> so / // <br /> I I SE To - - - - - - - - - - - <br /> 94.7 95.9 / �0_896 I I 3 9 <br /> 7 85.7 5.60 6.40 � � 8g 2 I I I r 1 <br /> E.O.F. E.O.F. _ 5. LO=901.5 <br /> I I 901.0 <br /> 4.60 T1140, <br /> C°-q C II O 2 8 <br /> 86.38 - - - - � �- - - - 1 � II �c.a� <br /> 4.5%> > 2.0 ° 2.7 ° 2.1 ° 407 I I 6. 8 9 .9 1 ��,,(DfTl o1.9% 2.0% 1.5% 1 0 CA <br /> 4% 2.0%� - - . � � - � I I � 7T- � f OI f � GIN � - <br /> / 1. <br /> 1 5.33 86.5 - - - - - - � - - - - - - -91.0 2.0% _ 1 <br /> a6 / 88.94 0.14 \ 1.6595.5 I �.20 1 % 2.0% - - - - - _ _ _ _ - <br /> 7.74 <br /> 891.1 / I I I I I I I I I I I I I I I I I I I <br /> 890.6 1 1 890.6 1 1 890.9 1 1 888.4 1 1 890.1 1 1 892.3 1 1 893.9 1 1 898.9 1 1 900.1 1 1 901.2 1 902.2 1 1 902.7 1 1 903.7 <br /> LO=891.1 1 LO=891.1 1 1 LO=891.4 1 1 LO=888.9 LO=890.6 1 1 LO=892.8 1 1 L0=894.4 1 1 LO=899.4 1 1 LO=900.6 1 1 LO=901.7 1 1 LO=902.7 LO=903.2 LO=904.2 1 + <br /> �E �/ / 8 1 9 11 10 II 11 II 12 11 13 11 14 1 15 11 16 1 17 I � 18 II 19 11 20 o <br /> 0 <br /> 37.4 / SE SE SE SE SE SE SE SE SE SE SE I I SE I I SE <br /> 6 / LF=887.4 I LF=887.4 1 1 LF=887.7 1 1 LF=888.9 I I LF=890.6 LF=892.8 1 1 LF=894.4 1 1 LF=895.7 LF=896.9 1 1 LF=898.0 1 1 LF=899.0 1 1 LF=899.5 1 1 LF=900.5 1 <br /> G 890.6 890.6 G 890.9 G 892.1 G 893.8 G 896.0 G 1 1 897.6 G 898.9 G 900.1 G I 1 901.2 G 1 902.2 G 902.7 G 903.7 G o <br /> I I I I I L <br /> I L <br /> I L <br /> I I I I I I I I I I I <br /> 4 °° 4 - - - o <br /> Et <br /> 88.4 � f f� f f, f f f o f f <br /> 6+00 L P. 7+00 G.B. 8+00 G•B. 9+00 10+00 G.B. 11+00 12+00 13+00 14+00 G. 0 15+00 16-H 07 <br /> f-+- - - - - � - ++ I - - o <br /> co <br /> 0.70% 88. 9 0.70% 88.5 0.70% 89.041.00% 89.3 1.00% 90.21 90.8 2.75% 93.5 94.69 1.40% 97.0 98.4 1.40% 99.8 00. 7 o 00.9 170% W + <br /> X � flf flf flf Cn oo fl o <br /> 1 8th AV N W `� <br /> A <br /> m _ NW � <br /> IF - F - ° z 1 - - - - - - - - - - -I F- - - - - - -�- 1 - _� - - - 9.40 <br /> E: <br /> i I I I I I I I I I I I I x <br /> / 89.5 891.6 G 891.6 G 892.3 G 894.2 G 896.4 G 1 2 47 Q <br /> I I LiJ o r 1 r c� c�r I z <br /> E.O.F. LF=888.4 LF=888.4 LF=889.1 LF=891.0 LF=893.2 ,� <br /> 1 SEWO 1 SEWO 1 1 SEWO 1 1 SEWO 1 SEWO cn II00 00II rrl 4.3% -� o11 � II <br /> / oo�jrj' (/) �� I I 1 oN fTl '00 34 �' i 33 v� oo� a 7,0% �� o� 21 Q <br /> oo f7l cfl' S 2 + 00 .i 00 Q N O o rn N ' <br /> 4. % N rn LO=888.4 I I LO=888.4 I I LO=889.1 I I LO=891.0 I I LO=893.2 (n O o lo <br /> co I 887.9 1 887.9 888.E 1 1 890.5 892.7 �� cn �� I I �� N � o �� c�� � 1 7.96 = Q + <br /> � - - - L - - - - - - - - - - <br /> - - - - - - - - - - -, 51 ii 1501ii ii 48 ii - - - - - - - - - - - � - - - - - - - - - - - � F - - - - - - -� \ <br /> I I I I 49 I �471 r I I <br /> 1 c� _� _ c� <br /> r CIO o JJ � - -- - -1 L - - - J L - - - - - - J �� �� o� �- �o (!) o s o_-� '1� o o� <br /> _ O _�- _ _ II N II + + II N <br /> m �� 1 - - - - - - - - � _ - � W 4a� �� �� 35 � I 32 �� � I 56% �cVD r�l 22 <br /> 4.4 �� O �� 11 - - - INFILT=880.0- _ - - - - - - - - - - - � 0 �o /� �`' �� -_ 1 �� ��V,, O w �� I� N c�D� ° <br /> Ln <br /> - - J 1 ro (.!) II oD �- o L- - - - - - - - - - - - -I L- - - - - - - - - - - - - L - - - - - i, <br /> 1 <br /> 46 _ 6.36 <br /> tri r = I 1 �- V O �� i,a oo II p 1 1 �- r o o.o. o 00 co <br /> o I ct°,,� II 1 �o Cn �� �� �� coo ° <br /> w 4.5a �0o m II z - - - OoC,d IN I co II m moo4Z. o. <br /> V� NO 54 m I � - - � �� m wo I� I 31 �� �� I 231 o <br /> W - - - - - - 1 36 Ncn �N <br /> -, J L- - - - - 6.5 <br /> �-I� ��l 96.5 1 <br /> N > L - - - - - - - - - - Ji I �� o (/) II00 0% U, E.O.F. r L - - - - - - - - - J 4.75 A z <br /> CD I II fTlC in <br /> O00 O cn - - - - - - f W 95.9 4{ ^y yx 6.30 <br /> 1 00 I cn I o 0 167TH AVE. N . W. Fr {== 95.7 <br /> 00� r `' I 90.5 -`_ �' o � ' O C/J o -I +a o <br /> z 1 °00 m 11ow <br /> 1 o I I - - - E.O.F. Q0 88.�� � M �oo ro 2 41 N o; -96.3 on on t fo - <br /> s.o �� �v 55 I I t- - - - ��:0 E.O.F. 37 30 N� 00� 4% i II o �I - t t t 0.5 t <br /> � Q 00� �. o < 0. <br /> O c°� o II COO <br /> 89.4 - - - - - - jr_17 � \ �� J L - - - �c� z ,rn a, 1 8.60 96.2 6.00 ul <br /> L - <br /> E.O.F. - - - - - 0 U. 95.5 - - J <br /> \ < _ - c� <br /> r q �� / - - - 4.80 w - - - -- <br /> VI. <br /> m r � o� - \ \\ 44 O O cry' / � k$ G, // < 89 / 1 \, �� 1 N - 9 9 9�- -> 9 9 <br /> 00 II \ / / 0\ 3S N + cn II M o o <br /> (0 00J 56 I ' \ - , � � \ , , 894 , 29 a 63% CD 2� °�� <br /> �6.0 \ \ s < F�j 1 LO=897.7 -� �- c�N 1 <br /> 6.00 �a0\_ <br /> - - - - - - - - - - - - - - - - <br /> /, SEWO Z - - <br /> 1 _ , E.O.F. ,� � y / �� O ° , ° 9Q •e�, LF=897.7 --� r I STORMWATER SETBACKS <br /> / o I .\ �i,�\ �` `� `�o / / Ogg xoo \ \ 900.9 G r O I <br /> Sri m o1� / / ��i' / -� , 43 // / 0 J � - J Q j o� cn �N I a LOW OPENING ELEVATIONS - <br /> av11 I WFILT=880.0 i 1 / k. `� U 7<0% N� O 1 �� HIGHEST OF <br /> O <br /> °�° - - 5 0 '� / //� 1 ��� \ j i \�9s \ 9 6 -+ c�oo I MINIMUM 3 FEET ABOVE HIGHEST <br /> �� foo 0 9.56 ANTICIPATED GROUNDWATER <br /> 1 1 `�6.00 / 1 // 1 1 9� (' i- I 7+00 7 55 L - - - - - <br /> - - - - - - - - - - � <br /> JJCC / i , l O / 96 9 � G.B. � TABLE. <br /> / O� Q / a 2.70 . <br /> _--, .� �969 / 98.4� 99.3 2.00% 00.4 <br /> r �� ORFEET D SIGNEODE100 NATED <br /> THE <br /> RIGFLOOD <br /> EXISTING ' ��� S 89g G / / - - o II � �DN 27 1 �" ELEVATION OR <br /> E.O.F. `� F/�j l 6.3% <br /> / / V «� �� 1 FOOT ABOVE THE EMERGENCY <br /> i i / <0 / 899 4 I I � N OVERFLOW. <br /> WETLAND , ' 8 16 /l l lF_896.2 I I LF=897.8 c�cn 1 0.77 <br /> 6 / l SEWO I I I m L - - - - - - - - - - � <br /> 41 / / I I SE o - 0 25 50 100 <br /> 5.25 / / L0-8g62 I I 39 j �� j INFILTRATION AREAS <br /> 895.7 I I LO=901.5 j 1 r �� 1 cr <br /> _ i, 85.86 / I I 901.0 o r cfl GRAPHIC SCALE IN FEET <br /> 2 q , / ,/ /40 I I 1 o� t" 28 <br /> ° g� 010 - - - -1.66 J 6. 8 - 9 .9 - CO ITl o -01.45 <br /> �g OI 07) `�° I BENCH MARK <br /> ' 2.0% 1�° 2.0% �� ?f TOP NUT OF HYDRANT AT NE QUAD <br /> - - - - - - - - - - OF INTERSECTION OF NOWTHEN <br /> BLVD. N.W. AND 167TH AVE. N.W. <br /> � J EL=890.48 <br /> TOP NUT OF HYDRANT DIRECTLY <br /> - NORTH OF INTERSECTION OF 167TH <br /> � � _ .� � � i i- � EL E901.06 AND COQUINA ST. N.W. <br /> Pilt- NEERengineeringSEE VIEW RIGHT <br /> 00-ENG-123074-SHEET-DEVELOP <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 DEVELOPMENT PLAN 5.21 30 <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. <br />