Midwestern Engineers, Inc. Plan Preview

7 - - � T + :j::::_ ' -- -r l= - r - .L � - f- ' n + co co f- -t- f- 1�1 _ r H.W.L. E \ �28.0' � -- n-� -- -•- - -_ i- - I -f-1 +- - + V � - ➔ - - �- -· - V - 82 r V 8 - . - + 82 - <{ ' > - UJ . 8 f- - + - -- 81 � . 8 F- 81 - - \ __J__ -9s"o.1.cL350 INLE, T PIPE 4"DRAIN LINES _/ t 4s"r.coNCRETE BOTTOM TO I +- • __ i" ,.... l1NV. 823 00' UNDER BASIN (TYP.) -IELEV. 822.00' OVER 8"No. 8 STONE -+--- - - --t- --- i--=J===-----J----===J�-----3=---'=jPROPOSEDI ---'=:;:======:;:===---=i=======--------__:t-____ j--___ _:'� ==== =�====='::::':�----�----=:---1�=====E= = --�:.._____� :.._ _____--:---k==----1-i -� -1=-- CONTROL 1 - -- t l i +- • + 8 - 80 r - - 80 84 V + 83 r V 83 r -- ' - - - - w ,-.. ., N 00 - w ,-.. N 00 ' - +- - ::t==--t-- - -----r T -1+00 VALVE PIT - - -+- i -i .t - ' r . _-J_ 0+00 HORIZONTAL SCALE 1"=10' - - f + - + r + - CROSS SECTION THRU EQ INLET HEADWALL AND EX. LIFT STATION VALVE VAULT t - ' - + + + t t .:j: -t - - + - -- + - +- - ·• + PROPOSED GRADE \ co en - : r H.W. - � EL. 828.0' - f- - f- - + " FILL � . ' � ' ' • - r - - ' + +- + - + -+- +-- ' - co - co t=- c- -f- p FILL -- ---..J. + � � EX. GRADE -- c- w/ 4"x4"x4" D.I. TEE AND 4"0.1 PIPE z 0 82 � 82 UJ ..., 81 81 � r - - ' - -- IINV. 817.107-f - - - 80 r V - 80C EX. STRUCTURE AND LINK-SEAL "' "' M M "' "' N N 00 00 -1+00 EX. VALVE PIT MODIFICATION DETAIL DO NOT SCALE 6"T. CONCRETE SLAB 8"No. 8 CRUSHED STONE 6"VINYL WATERSTOP 1'-0" 1'-0" 16'-0"C/C 16'-0" CIC 4" OR 6"PERF. PIPE w/ FILTER SOCK INV. 817.33' UNDER BASIN (SIZE PER PLAN) l 4"0.1. CL350 - -- <- INLET PIPE - • 1-t- INV. 817.40l-=f - T - - - � -- � EX. LIFT STATION • WET --r I r 6"x4"D.I.M.J ECCENTRIC REDUCER I t , 1 I 7 - I 41Nv. a1,.so· I 16" 0.1. CL350 u ' OUTLET PIPE PROPOSED CONTROL VALVE PIT + c- - - -r -=!= �- - + I _;- , CUT - • -· -�� ��� ·_ v � \ 0 ' -. 1 4"DRAIN LINES I \_ 30"SQ. E.Q. OUTLET \::_ 6"T. CONCRETE BOTTOM TO � UNDER BASIN (TYP.) - 1 t . . RIM EL. 819.50' ELEV. 822.00' OVER 8" No. 8 STONE - INV. EL. 817.90' SLOPE BOTTOM TO OUTLET -+ +- - -r - - "' .. ., .. N N 00 00 0+00 HORIZONTAL SCALE 1"=10' t -r ' + - - - � + -r- + ' - . XX .,_ -- 18"T. BENTONITE CLAY SIDES FROM ELEV. 822.00' TO 828.00' WITH 6" T. TOP SOIL COVER =i:-- - 1 - t - ---i-= g CROSS SECTION THRU EQ OUTLET AND EX. LIFT STATION WET WELL 6'-2" 4'-1½" 2'-0½" --- --- --- --- PLAN 6"T. TOP SOIL COVER- 4'-1½" 2'-0½" BENTONITE CLAY - -_-:_-:_-�----1� :-=:-==--=-=-=-=-=-=-===-:::-� 8"D.I. CL350 E.Q. INLET PIPE LINK-SEAL SECTION $ - - ;.. i0 � .,. N 12"FLARED END CONCRETE SECTION 6" T. POURED CONG. BASIN FLOOR SLAB TO EXTEND TO ELEV. 822.00' AND BOTTOM OF HEADWALL =-------8"T. No. 8 STONE VALVE PIT SCHEDULE ITEM SYMBOL NOTES 4"ELECTROMAGNETIC FLOW METER 1 1 EA. (SEE SPECS) 4"EPT COATED BALLCENTRIC PLUG VALVE {175 PSI) w/ MODULATING 2 2 EA. ACTUATOR (SEE SPECS) ALUM ACCESS HATCH 3 36"x36" ' D.I. CL350 PIPE FROM E Q OUTLET 4 SIZE PER PLAN STRUCTURE 0.1. CL350 PIPE TO E.Q. INLET HEADWALL 5 SIZE PER PLAN LINK-SEAL WALL SLEEVE AND WALL 6 AS REO'D PENETRATION SEAL FLANGED COUPLING ADAPTER 7 4" 2"SCH. 40 PVC DRAIN LINE (MIN. SLOPE¼" 8 2" PER FOOT) w/ BACKWATER CHECK VALVE PIPE SUPPORT 9 4 EA. ALUM. WALL/FLOOR MOUNTED LADDER w/ 10 1 EA. SAFETY EXTENSION D.I. MECHANICAL JOINT 45 ° BEND w/ M.J. 11 4" RESTRAINTS 0.1. MECHANICAL JOINT 45 ° BEND w/ M.J. 12 6" RESTRAINTS D.I REDUCER wl M.J. RESTRAINTS 13 6"x4" ANCHOR COUPLING 14 6" 0.1 ECCENTRIC REDUCER w/ M.J 15 6"x4" RESTRAINTS INV. 822.39' 0.1. SPOOL 16 4"(20"LENGTH) INV. 817.40' 8"0 EQ INLET PIPE '° LINK-SEAL 2 '- 4 ¼" END VIEW NOTE: --1- � � +- � ' =t- t - - + T -- � � 10 ... PLAN VIEW 9 9 SECTION VIEW - - - - -e 8 -• - - m mm m 00 00 N N 00 00 1+00 - V - - - + V + - n - - - + V • - - --, -1- . - ·+- - - . � - - - - 00 00 M M oi oi N N 00 ro 1+00 NEW 6'-0"INTERIOR DIAMETER PRECAST CONG. MANHOLE 13 4 15 CONC. TOP w/ No. 4 BARS @ 6"o.c.e.w. w/ No. 5 DIAGONAL BARS AT CORNERS OF OPENINGS T/SLAB oj, ELEV. 826 50' INV. 822.39' INV. 817.50' T/SLAB oj, ELEV. 816.00' 12" T. CONG. SLAB wl No. 4 BARS@ 9" o.c.e.w.t.&b. GROUT FLOOR TO DRAIN - 8 � 8 8 8 UNDERDRAIN DETAIL 12" E.Q. INLET PRECAST HEADWALL DETAIL PRECAST VALVE PIT SHALL BE TREATED AT THE PRECAST PLANT. VALVE PIT JOINTS SHALL BE ETERNALLY SEALED WITH A POLYOLEFIN BACKED EXTERIOR JOINT WRAP AS MANUFACTURED BY CONSEAL CS-212 OR EQUAL. NEW VALVE PIT DETAIL SCALE, 3/4" - 1'-0" SCALE, 1 /2" - 1' -D" SCALE, 3/8" - 1'-D" 35 30 25 20 15 10 05 00 40 35 30 25 20 15 10 05 00 0 - J I - " UJ <{ () <f) ..., <{ () f- 0: 0 ;1 - " UJ <{ () <{ () 0: UJ LEGEND EXISTING GRADE PROPOSED GRADE TB PROPOSED E.Q. BASIN - TOP OF BERM TS PROPOSED E.Q. BASIN "TOE OF SLOPE R AREA OF CUT FOR PROPOSED E.Q. BASIN I I AREA OF FILL FOR PROPOSED E.Q. BASIN CJ H.W.L. FOR PROPOSED E.Q. BASIN (828.00') 1//,)<I PROPOSED BENTONITE CLAY LINER □ PROPOSED CONCRETE SURFACE □ PROPOSED STONE BASE UNDER CONCRETE 33¼" PLAN EJ6610 DITCH GRATE 33½" SECTION OUTLET GRATE SCALE, 1/2" - 1'-0" 2' 10½" - 3¾" - � "' �, N I ' I I t 2¼" I 6" OUTLET PIPE I 19 0 N N 6" 2'-6" �6" I ' ' ' • • � @ � PLAN 42" 3¾" 34½" 3¾" 2½" 30" 2.½" , I ' I , - I RIM ¥: �1 I . ELEV. 819.5' 2" ---- -2" 6" " r-;- '" I-;- I I ;.. 6" OUTLET PIPE .. INV. ... . . • • . . J _A ELEV. 817.9' T .. . • . . SIDE ELEVATION 30" x 30" E.Q. OUTLET STRUCTURE SCALE, 1/2" - 1'-0" EQUALIZATION BASIN - CROSS SECTIONS AND DETAILS • REVISIONS BID SET Cl 2023 Midwestern Engineer;;. Inc. 802 West Broadway Street P.O. Bo� 295 Loogootee. Indiana 47553 DATE SEPT. 2023 DESIGN R.D.W. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2022111-00 7 7 OF 23 I FllE NUMBER I 43316 Do Not Use Plan Previews for Take Off