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STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH / 6" D.T. C.O. I I NAME TYPE SIZE CASTING OR NOTES INV=908.31 I I EQUAL \ / BASIN 1P � 1 I 910.00 �NWL 6" D.T. C.01. I I I 100 OCS 48" DIA. SPECIAL � I I ��, OUTLET=910.75 � INV=908.29 I I � 102 CBMH 48" DIA. R-3067 V / HWL=912.18 WET VOL.=5.36 AC*FT 103 CBMH 48" DIA. R-3067 V STOR. VOL.=3.13 AC FT CB-121 6" D.T. C.O. / i OU TLOT A 1+011,66 i 104 CBMH 48" DIA. R-3067 V INV=908.11� BASIN 1P / / - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ 4" D.T. C.O. _ / - - - CB-111 01 I 105 CBMH 48" DIA. R-4342 WETLAND A / / �Yo 3+07.81 --- - 4" D.T. C.O. o S LO 111 CB 36"X24" R-3067 V 1 ii / - + i - - - - - i _ 121 CB 36"X24" R-3067 V 1 6+50 6+00 5+00 4+00 3+00 2+00 1 00 ---� --� 6" D.T. C.O. y / < - - --- I 131 CBMH 48" DIA. R-3067 V INV=908.04�i .f. FES-100A / 4" D.T. C.O. CBMH-103 CBMH-104 I RELOCATE EXISTING CBMH-141 I CATCH BASIN 132 CBMH 48" DIA. R-3067 V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1+01.66- - - - - CBMH-105 TO NEW CURB LOCATION 6 D.T. C.O. �`�' � - � -- - ---- INV=908.02 �` OCS-100 i°' /� FES-101 a I v & EXTEND EX. 15„i RCP 133 CB 36"X24" R-3067 V 3+42.73 I i 5" cPIC 1 141 CBMH 48" DIA. R-3067 V CBMH-102 8" D.T. ROOF �� CB-EX-506 „ \ / / 3+07.81 DRAIN CONNECTION �� 4 D.T. C.O. ® i FES-100B r CBMH-131 - ® i I I p WETLAND A I i i t a STORM STRUCTURE TABLE NOTES: 0 4" D.T. C.O. I 0 .� 1. WATER TIGHT STRUCTURES A. STRUCTURE SHALL HAVE AN INTEGRAL BASE OU TLOT A i 4" D.T. C.O. LtJ B. PIPE CONNECTION TO STRUCTURE WITH PRESS-SEAL i I I III Y WATER STOP GROUT RING OR APPROVED EQUAL. J C. PIPE JOINTS WITHIN 10' OF WATERMAIN WILL BE TONGUE AND GROOVE WITH A HAMILTON KENT SUPERSEAL D I yam' i I ft� GASKET OR APPROVED EQUAL MEETING ASTM-443 o I LU D. ALL MH JOINTS WILL BE TONGUE AND GROOVE WITH A 4" D.T. C.O. I i I I HAMILTON KENT SUPERSEAL GASKET OR APPROVED LOT 1 I I 0 EQUAL MEETING ASTM-443. 4" D.T. C.O. D I I I I 7( 7777 rF NES-EX 62 CBMH-132 i " I 1 ° — 4 D.T. C.O. CB-133 I EX. 258' 24" RCP CL3 @ 0.19� 0 25 50 100 / ------- --------- -- ------- J / on — _ _ _ o GRAPHIC SCALE IN FEET °n�oh o�— o on on on on on o oh—oh—oh—oh—oh n /, 1111111/ 1 111111111 BENCH MARK < _ / _<< z U TOP NUT HYDRANT IN N.W. / -- - -- I QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF NORTH OF MAIN STREET EL=920.47 930 Z 930 N Z I I I 1) Lj Ld Z I pp N w w N V) ZW I a LLJ N M to o o UI op op - U') � -zz W �925 LO00 LO I CO - 925 (0p � C14 CV M (V � N 't � Z p � Z 0 pZ � � � 0) pHH � Optf) ~� � � 00 O � L0 L0 � � � � - � - 0) a) 0) H 0) 0) MN � p P000LO = � t(jZZO� = � Mp^ I) I\ N � t() CO � XOOto � QO = � t(jZ Z_ Z_ O = � � Z Zp I� � � �p M � p,j � .. � — — p ' I I� I� � 0) O m � J » > m � � > I I X � t,� Z) x _ ,� � LLJ � 'trn °�° � mz mho » > mho >> > � PROPOSED = rn "' zo� moo > �j c� � mzzz! c� � mz� � w � QO wrnQo = � � z 920 o mZZZZ owmzzz ! GRADE mM > > I (� � mZN 1n � _j m � _j � � o > 920 0ZEM N PROPOSED uwcn `' m °' - °' - Jz `GRADE II II 915 � II 915 18 90 - - - - -� 12 RCP�pCL5 RELOCATE & ADJUST 12' 30 184' 12 RCP CL5 � o EXISTING CATCH BASIN 15 RCP CL5 EX. 54 12 RCP CL5 60 �5" RCP CL5 0 0.60% & EXTEND STORM SEWER @ 1.07% 15" RCP CL5 910 @ 1.50% --lV—RCP_C_L5- @ 0.40% @ 1.07% 910 Co? 0.40% EXISTING u EXISTING 0 z GROUND z GROUND �Iz X III X '� 905 905 z0 � Z 900 X aZ 900 cn I X 895 895 890 890 PISNEERengineering 01-ENG-118283-SHEET-STRM CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Revisions V��i E �TT E T OTTER CROSSING (651)681-1914 I hereby certify that this plan was prepared by Date 12-16-20 T 1 1v1E PROPERTIES 1E-+S LLC 2422 Enterprise Drive me or under my direct supervision and that I Name _ 1.03-01-2021 P1:m Revisions Mendota Heights,MN 55120 Fax: 681-9488 y g. Paul J.Cherne STORM SEWER CONSTRUCTION 3435 LABORE ROAD SUITE 150 6.2 OF 17 www.pioneereng.com am a dui Licensed Professional Engineer Designed PJC under the laws of the State of Minnesota Reg.No. 19860 Date 12-16-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A.