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I � I 6" D.T. C.O. INV=908.45 i STRUCTURE TABLE 6" D.T. C.O. 6" D.T. C.O. I I STRUCTURE STRUCTURE NEENAH INV=908.50 P INV=908.42 NAME TYPE SIZE CASTING OR NOTES PF 6" D.T. C.O. I EQUAL INV=908.39 � 6" D.T. C.O. 100 OCS 48" DIA. SPECIAL �j INV=908.32 I 102 CBMH 48" DIA. R-3067 V 103 CBMH 48" DIA. R-3067 V BASIN 1P ,� 6" D.T. C.O. I I I 104 CBMH 48" DIA. R-3067 V NWL=910.00 )' INV=908.29 I I r 105 CBMH 48 DIA. R-4342 GRATE PER CITY \�, » 6" DWT)K3 STANDARD DETAIL OUTLET=910.75 I I \ H WL=912.18 / WET VOL._5.36 AC*FT / / ��° 111 CB 36"X24" R-3067 V 1 STOR. VOL.=3.13 AC*FT , CB-121 121 CB 36"X24" R-3067 V 1 1+01.66 I D.T. C.O. BASIN 1 P / q 131° INV=908.10 / I 4" D.T. C.O. I I L- - - - - - - - - - - - - - - - - - - - - CB-111 - - - - - J � I - - - - - - - - - - - - - - - - - - - - WETLAND A / / �Yo 3+07.81 S --- --- 4" D.T. c.o. I 132 CBMH 48" DIA. R-3067 V o I^ I�4 133 CB 36"X24" R-3067 V �41 6+50 6+00 5+00 4+00 3+00 2+00 - - too--- �, 0 0 I 141 CBMH 48" DIA. R-3067 V 6 D.T. C.O. yo - I INV=908.04 / FES-100A 4. .<• I I RELOCATE EXISTING „ `ti _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CBMH-141 4" D.T. C.O. ° CBMH-103 � CBMH-104 � I CATCH BASIN 6 D.T. C.O. ,�� - - - - - ____-- 1+01.66__ __- i CBMH-1 05 I TO NEW CURB LOCATION INV=908.02 / & EXTEND EX. 15 RCP STORM STRUCTURE TABLE NOTES: 1" 1" - OCS-100 0' / FES-101 'HWL:912.18 1. WATER TIGHT STRUCTURES /�u / 3+42.7,3 / ` 5" cP A. STRUCTURE SHALL HAVE AN INTEGRAL BASE 4$" \ / CBMH-102 8" D.T. ROOF B. PIPE CONNECTION TO STRUCTURE WITH PRESS-SEAL � ELEV: \ / 3+07.81 DRAIN CONNECTION �� CB EX 5000 4" D.T. C.O. WATER STOP GROUT RING OR APPROVED EQUAL. 6„ 910.75 e a ° i ® i I I 0 WETLAND A I C. PIPE JOINTS WITHIN 10' OF WATERMAIN WILL BE TONGUE FES_100B CBMH_131 I I I I I Q AND GROOVE WITH A HAMILTON KENT SUPERSEAL 6» I i I I O .� GASKET OR APPROVED EQUAL MEETING ASTM-443 4 D.T. C.O. I D. ALL MH JOINTS WILL BE TONGUE AND GROOVE WITH A 18" RCP INV:908. INV:908.0 18 RCP oo s a 1 I 4" D.T. C.O. HAMILTON KENT SUPERSEAL GASKET OR APPROVED OUTLET INLET PIPE / I O U TL O T A I I LIJ b 4. EL 907.0 o a I I Y EQUAL MEETING ASTM-443. Q io co a I i i 4 j i i J .� 6» D.T. / I INV:908.0 .PRECAST CONCRETE SLAB BASE > I I ti POND OUTLET CONTROL STRUCTURE OCS-100 4" D.T. C.O. j I I I o Nor TO SCALE) LOT 1 � 4" D.T. C.O. I I I I J j l I I I / I Nv 907.62 CBMH-132 i I BENCH MARK 4" D.T. c.o. CB-133 � I I 0 25 50 100 ' EX. 258' 24" RCP CE3 @ 0.19% TOP NUT HYDRANT IN N.W. ------- -- --------_- _--_-- - J / QUAD. OF OTTER LAKE ROAD _ _ - - - - - - - - - - - - - - - / & PRIVATE DRIVE 370 LF GRAPHIC SCALE IN FEET NORTH OF MAIN STREET EL=920.47 930 � z z `� � 930 cn z w_I w I z cn_ �_I I w _I to z cn_I LO I I _I 00 I I oo I N i N N 00 I I a0 a0 00 N � (D N N r P7 N �to � P7 N C'4 _ _ Lil O � N � �0) � (� � � � r �LO �0) 17 N N N Ld V) 00 NO O N M N � M � M r7 �z � r- I'`j �z u7 � O z r7 r7 M N Z z_I � O � � � � � � �� 0;; - 00 �- 925 925 _I 00 o = � � z z zo ; � � � �o� (60 ~ o � � o � � �o 00 - I N Q - - - = � � ZZo" = OUZO_ = O �'� O NOr� O = a� � ZZO� o .. UO' m - - - - I Im - � M _j II mgo >> > I z CD . � z m � JZ Z ZZ UO' M ZZ� U0' mz -NUO' mz UE zNUO' mZ ZZN O O I - O 0O 0) O (n > 920 0 0 cs � o � z 920 cil z o o PROPOSED m 0 U _j O � GRADE 0 0 m - - T o 18" F.E.S. I z w z W/ TRASH GUARD, 915 L ? 3.6 C.Y.- CL.II[ GRODOSED 915 PROPOSED RIP RAP W/GEOTEXTILE GRADE FILTER BLANKET TIE LAST 3 JOINTS EXISTING 12 RCP CL5 GROUND 18" F.E.S. 32' 30' 3.6 C.Y.- CL.III 33»� �t�g�' � 12'®RC0P0%L5 @ 0.45% 12'© OC45%L5 910 RIP RAP W/GEOTEXTILE EXISTING 18" RCP CL5 _- 18 RCP CL5 910 FILTER BLANKET GROUND @ 0.45% � ® 0.30% TIE LAST 3 JOINTS 18 F.E.S. � z EXISTING � TIE LAST 3 JOINTS x � z 3: I GROUND x 905 22' 905 WETLAND A 18" RCP CL5 22' BASIN 1 P ® 0.93% 18 RCP CL5 @ 0.00% 900 Zz 900 <n I x 895 895 890 890 P18NEERengineering 01-F.NG-118283-SHEET-STRM CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Revisions v OTTER CROSSING 651 6g 1-1914 I hereby certify that this plan was prepared by Date 12-16-20 T 1 ME PROPERTIES LLC Name 1.03-01-2021 Plan Revisions Mend Enterprise s,M me or under ce direct supervision and that 1 - STORM SEWER CONSTRUCTION 3435 LABORS ROAD SUITE 150 6. 1 OF 17 Mendota Heights,MN 55120 Fax: 681-9488 an a duly Licensed Professional Engineer Paul J.Cherne www.pioneereiig.com Designed Pic under the laws of the State of Minnesota Reg. No. 19860 Date 12-16-20 Drawn v[SN VADNAIS HEIGHTS, MINNESOTA 55110 LINO LAKES, MINNESOTA ©2019 Pioneer Engineering.P.A.