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II LP-3 I <br /> 117 - 15 RCP CL5 ® 0.50% <br /> HWL=895.0 <br /> A FES-136 CBMH-135 CB-137 B-B HWL=896.6 <br /> RIM:885.22 RIM.885.60 RIM:885.33 CB-153 ���� <br /> BLD:2.00 BLD:3.67 BLD: RIM:894.60 9� , <br /> o INV:883.70 INV:881.93 INV OUT:882.33 15" RCP CL5 FES-161 FES-162 BLD:3.46 0. / <br /> - - - INV:891.00 INV:891.25 INV:891.70 <br /> » » � �� �` I I I I I I <br /> o- 80' - 15"_ 45' - 12"- - - - - - - - - - - - - - - - � -1 F r- - _ _ - - - - - � - - - - - - -i �- - - - - - -� <br /> Lo <br /> � '� RCP CL5 - - - - - RCP CL5 o <br /> ® 0.50% F- - - - - - - - F- - - - - - - -I ® 0.56% <br /> » <br /> 86 - 15 RCP CL5 ® 0.50% �n <br /> \ / <br /> 7 / / I � <br /> 1 / 57 - 15 RCP CL5 ® 0.50% 1 <br /> b ^ / / 8 1 9 CBMH-134 10 1 1 11 1 12 13 1 14 1 1 15 16 1 7 CBMH-'152 18 19 2 0 <br /> \ CB-139 / / I _ RIM:887.81 I I I I I I I I I I I I I I I <br /> 1 1 / RI BLD:4.00 / / 'n BLD:6.54 RIM:897.59 <br /> I / 6 BLD: / INV:881.27 I BLD:6.55 <br /> INV:884.06 1 w1 1 1 1 1 - - - 1 - - L N INV:891.04 1 <br /> � - - - - J �- - 36 - 15 RCP CL5 ® 0.50% L - - - - J - - - - J - - - - J - - - <br /> - - - - M - - - - - - - - - - - � <br /> 33 - 18 RCP CL5 ® 1.00% <br /> Y <br /> 6+ 7+00 8+00 9+00 10+00 1 � 12+00 13+00 14+00 0 15+00 16416 07 <br /> r \ / / / ~� <br /> ° I I o CON F <br /> 168th V N W - <br /> I , th AVE NW <br /> 1 \ h - - - - - - - - - - _ - <br /> �� i I 5 \ r CBMH-151 - - - - - - - - - - J <br /> RIM:897.41 <br /> I , CBMH-133 I I I I I I I I I I I <br /> 2 I - - CBMH-138 I I RIM:887.81 BLD:9.43 <br /> j I FES-109 - - a� RIM:888.20 1 1 BLD:6.92 1 1 1 1 I L J I I INV:887.98 1 <br /> FES-B I INV:883.94_ - - - I BLD:4.43 51 INV.880.89 50 49 48 47 W I 34 - I 21 <br /> INV:884.50 1 - INV.883.77 1 1 3 3 ^ 1 1 r- 35' - 15" RCP CL5 ® 0.86% I 52 0 + <br /> 1 0 o! o 1 <br /> ° I 109 - 18 RCP CL5 ® 0.50% o <br /> CBMH-108 I, 1 � - - - - - - - - - - - - 1 - - - - - - - - - - - - - L - - - - - - - - - - <br /> RIM:887.10 1 1 4 I CBMH-105 Ah' STMH-132 Ld - <br /> BLD:3.46 I I � \ RIM:886.79 .•• � - - - - - - - - - - - � � - - - - - � F - - - - - - -I <br /> RIM:889.05 <br /> INV IN:883.64 15" RCP CL5 1 \ BLD:6.52 - - <br /> 59' - 15" I BLD:7.06 INV 880.27 _ _ n <br /> INV OUT:883.64 15" RCP CL5 - " I - - - - = J - - - J <br /> - - <br /> I RCP CL5 INV IN:881.99 18 RCP CL5 54' - 18" RCP CL5 ® 0.50%- _ - _ - - _ _ _ <br /> L(� i o ,® 1.00% - INV OUT:881.99 18'i RCP CL5 I - - INFIL = _ - - -- - - - - - - - - - - 0 35, <br /> - - 1 - 2 1 <br /> $tTl A VF _14 . 34' - 18" RCP CL5 ® 0.50% T 880.0 - , , <br /> 1 <br /> Z ®�I 56' - 18" CBMH-104 1 N L- - - - - J <br /> 0 0 LO 11+0o RCP CL5 21+00 2 3 RIM:889.35 FES-131 a 0 30' - 18" RCP CL5 ® 2.00% a < CBMH-147 <br /> -� - BLD:7.54 INV:880.00 I 46 I - - - - - - - - - - - - - - - - - 7 RIM:895.12 <br /> 71 INV IN:881.82 18 FRCP CL5 = 110' 24" RCP CL3 ® 0.50% IF FBLD:5.06 RIM:894.75 <br /> 1 CBMH-146V5.12 BLD:3.84 <br /> Q c� 1 INV:890.06 <br /> � 69 - 18 INV OUT: 18 RCP CL5 � STMH_ 1 I I CBMH-145 <br /> ° RCP CL5 5 4 z RIM:886 76. - - - - - - - - - - 1 RIBLD95.66 - 3 INV:890.91 <br /> - ® 0.84% - o� � 1 I BLD:4.80 8 <br /> �^ - _ F- BLD:6.55 3 6 1 INV:889.46 I <br /> U <br /> 1 - w 1 INV:880.21 - - - - - 1 INV:882.58 1 I <br /> CBMH-106 , I 1 1 , J - - - - <br /> I 1 i o ,58 - 15 RCP CL5 ® 0.36% I • <br /> N 1 RIM:887.95 93 - 18 - - - - - � i o 100P L - - - - - - - - - J <br /> ° BLD:5.38 -RCP CL5 / FES-141 Iri <br /> OUTLET=882.8 153' - 18" RCP CL5 ® 4.50% " <br /> • ' 1 I �� ® 0.50% - - - - - � INV:880.00 I 45 •� - - / / 1.30 - 15 RCP CL5 ® 0.50� <br /> z n^I I INV IN:882.57 18 FRCP CL5 1 ii INFILT:880.0 ; I' - / / 0.50% - - - - - - - I° <br /> INV OUT:882.57 18 RCP CL5 HWL=883.3 I I o , - 'I <br /> 21" RCP CL4 ® 1.00% J � �$» P CL5 - - a <br /> B-B HWL=886.4 - J R' 1 1 <br /> 0 I CBMH-107 � o - - - - �, , - - <br /> I o WET VOL.=4.402 AC*FT I - , 154 3 0 <br /> RIM:887.12 2 4 <br /> � ° � ' ! I BLD:4.27 N 1 5 5 1 STOR. VOL.=6.007 AC*FT I i - - � I I I <br /> m INV IN:883.05 15" RCP CL5 1 I _ _ 7 L _ <br /> INV IN:883.08 15" RCP CL5 _ - - - \ \ - <br /> Z I INV OUT.882.85 18" RCP CL5 153' - 21" RCP CL4 CAD 0.50% <br /> FES-A I FES-100A _ Z <br /> LiJ _ \ CBMH-144 - J <br /> INV: 1 I - - - - - - - - - - - INV:878.00 44 \\ RIM:888.11 i�/� /r _ - - _ � - - - - - - - - - <br /> FES-111 2 FCBMH-102 1 \ \ \ <br /> � I � " CBMH-143 BLD:6.30 i � <br /> 37 - 12 RCP CL5 ® 0.00% RIM:888.11 INV:881.81 / 1 - <br /> � I INV:883.31 1 RIM:887.72 �j/ - \ � \ W <br /> - BLD:6.96 FES-101 OCS-100 _ \ \ BLD:7.30 / / 1 I-d o 25 <br /> - INV IN.880.76 21" RCP CL4 INV: , \ INV:880.81 <br /> z 1 RIM:886.00. <br /> 1 47' - 15" RCP CL5 ® 0.50% I INV OUT:880.76 21" RCP CL4 BLD:8.00 - - \ ��� '� 38 <br /> 1 - - - - - - - CBMH-103 + 1 INV:882.80 \ 30' - 18" RCP CL5 ® 2.00% <br /> I �, / <br /> RIM:887.71. - - - - - - - - - - � 1 \� \ �\ / / z - L - - - - - - - <br /> - - J <br /> 23 - 12 RCP CL5 ® 0.00% , <br /> I BLD.6.56.. _ - - - - - - - - - - � 43 \� " .. • . \ � l 1 i � :a i - - - - - - - - - �I <br /> INV IN:881.35 18" RCP CL5 � � I FES-1006 <br /> INV OUT.881.15 21 RCP CL4 I / INV:882.80 / h , , <br /> 1 / 8 1 0 <br /> J L - - - - - - J U - 26 I <br /> 1 \ 57 - -INFILT=880.0 <br /> L - - - - - - - - - - J - - - - - - - - - - J =I 7+00 7 5 - <br /> o - - - - - - - - - - - - <br /> + ----- <br /> / 27 1 <br /> �, 41 / <br /> 1 FES-G � � <br /> 1 FES-E INV: - <br /> INV:896.50 - WETLAND / <br /> � _ _ 42' - 12" RCP CL5 0 0.48% - - � / / I I L - - - - - - - - - - J <br /> 40 <br /> 1 43 12 RCP CL5 ® 0.47% <br /> 1 / <br /> / I I - - - - - - - - - - � 0 25 50 100 <br /> FES-F FES-H WETLAND ` / 1 I 39 1 <br /> h ,. INV:896.30 �, HWL=882.9 / / <br /> INV:896.30 >; / I <br /> B-B HWL=886.4 / <br /> GRAPHIC SCALE IN FEET <br /> 28 <br /> I / I I <br /> ANN,;; fo f a 167TH AVE. fN . W. - - - - - i �- - - - - - - - J <br /> t t t °n Oh t 0 t ° t SEE INSET A BENCH MARK <br /> TOP NUT OF HYDRANT AT NE QUAD <br /> OF INTERSECTION OF NOWTHEN <br /> FES-C <br /> INV:896.20 FES-D BLVD. N.W. AND 167TH AVE. N.W. <br /> N s INV.896.00 EL=890.48 <br /> ° TOP NUT OF HYDRANT DIRECTLY <br /> 77' 12" RCP CL5 ® 0.26% NORTH OF INTERSECTION OF 167TH <br /> AVE. N.W. AND COQUINA ST. N.W. <br /> P I Z&F"N E L R �- -' EL=901.06 <br /> engineering INSET A <br /> 00-ENG-123074-SHEET-S1RM <br /> CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS <br /> Revisions <br /> I hereby certify that this plan was prepared by Date NN 7� HARMONY FARMS <br /> (651)681-1914 Name /�LtQrll'. 1. 2024-02-05 City Comments LElV 1V Aim <br /> Men Enterprise Drive me or under my direct supervision and that I PRELIMINARY STORM SEWER PLAN 7.10 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 />