Midwestern Engineers, Inc. Plan Preview

T/ TANK EL 905 00' • . / / MWL 903 5' / / r 1 / / / ! � � � w i/ /� ]� BOTT • . ./ EL 890 00' BACKWASH SLUDGE DEWATERING SCHEMATIC [ EXISTING GRADE EL. 891.9'± ---------- ----- 8 9 21 9 ------- --------------�-� -- 6" DI FORCE MAIN TO SLUDGE HOLDING BAGS r------ 2 1'' BACKFLOW PREVENTION DEVICE 1" PVC BALL VALVE NEW 4" REINFORCED CONCRETE SLAB EXISTING GRADE T/SLAB [ T/SLAB · lj,EL. 891 33' EL. 891.10'� "1"-�__c---------------- ------------------------ YF· ·�� - >�"'' : ,, ' . ' 21 6" PLUG VALVE w/CHAIN PULL OPERATOR (TYPICAL) NEW SLUDGE DRYING BED No.4 .. ij, Tl EX WALL EL 8935± ij,T/WALL EL. 892 . 0± " I "' 0 ,_ ' ' ' l-�-' 36 CONCRETE PIER SUPPORT 15 ,<' ·u-u1 . ; NEW DAVI G BED ,, ,h 16 ' 1__ _ TANK DRAIN PIPE INV 886.50' I 'SJ[�=======::::lilE=======:i'.A._ ' �! !] EXISTING CONCRETE TANK CONTRACTOR TO REMOVE ENOUGH PIPE TO INSTALL PIPE CONNECTION�..-�,_ AS DESCRIBED IN SPECIAL NOTE S1 6" DI DIGESTER SLUDGE.� 17 TO BAG STORAGE UNITS '--+" --rm 17 WATER SUPPLY 6" DI FORCE MAIN TO SLUDGE HOLDING BAGS 16 6" DI FORCED SLUDGE �==========:;:::================:.i.c:====ID RETURN TO DRYING BEDS + L 6" DI FORCED SLUDGE RETURN TO DRYING BEDS (REFER TO SHT. C2.03) CONCRETE SLAB (APPROX. EL. 890.98') EX. BACKWASH STR. NEW CHEMICAL FEED BUILDING NEW SLUDGE STORAGE SYSTEM SPECIAL NOTE CONTRACTOR TO CUT EXISTING 10" DI HOLDING TANK EFFLUENT PIPE TO INSTALL NEW 10"x10"x6" MJ TEE, AND 10" MJ CUTTING-IN SLEEVE PRIOR TO EXISTING MANHOLE STR. #11 AS SHOWN IN PLAN VIEW INSTALL 6" DI PIPE, 6" RESILIENTWEDGE GATE VALVE, AND VALVE BOX TO GRADE. INSTALL BOX CAP IN MIN. 18"x18" CONG. SLAB. �-- MIXING TEE AND =======:::;-----rti-----jli CHECK VALVE - +tt- --------- 1" DIA. HANDLE WATER SOLENOID VALVE PUMP SUCTION UNI, ,,------� MIXING CHAMBER B[J_@ m Blue River Technologies � Port-A-Poly w/Blue White A2 Serles Pump p 1303 Neat Polymer Suction ___ ---------- Hose w/Borrel Wand I I ' ' ' ' If == ""'""'' ' ' ' PAK 524 Spll Deck __ ' ' _______________; ='!='=:� Flo6f' bevel Note, i 4" Sludge/Flocculont Mixer w/4" Schd80 Flanged end cannec. t Poly fank t t u u _J i I I If ----- ·- NGJTES: out to D8w'Otefing POd In trom siudge pumps COORDINATE CURB LOCATION TO ALIGN WITH PLACEMENT OF DEWATERING EQUIPMENT );"/ FT. CD 8" 15 1 '-0" 1 Q " 1'-3" 6" 890.84' 5" 15 • 6" PVC DRAIN LINE TO NEW MANHOLE #3 l"ERliiTAbTIG �UMI" 2 4 ' ' 0 CHEMICAL FEED PUMP DETAIL -t----- LENGTH AND DEPTH OF CHANNEL DRAIN TO HAVE MIN. 6" CONCRETE ENCASEMENT � - - REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION REQUIREMENTS I I ' I I ' L ____J SCALE: NONE );" / FT. ,. • I \••':'_. •• ' . · . .. . . '• • • •• 4. � .. · .... �' ' . .. 18 , �- · . • · � .· . • ... ' . . • .. •. · . . 15 18 1. vgRTIGAL liNe Ri,iPRESENTS t�E CORNER OF TH� DE<l'vATBRING BUILDING THE FLOCCULATOR AND THE POLYMER MIXER ARE 90 ° FROM EACH OTHER 2 INSTALL 1" SCH 80 PVC WATER LINE ATTACHED TO WALL OF FIBERGLASS CHEMICAL BUILDING USE 1" BRAIDED HOSE AND CAMLOCK FITIINGS TO CONNECT PORT-A-POLY TO THE PVC WATERLINE. Incoming Water line install 1 n BFoss Shutoff Valve CHEMICAL FEED SCHEMATIC SCALE: NONE NEW SLUDGE DRYING BED (REFER TO SHT. P9.01) Y," EXPANSION JOINT ,- �----- 18 T/SLAB EL. 891.10'. ----- f---��-L.-�-4! --+-�� · ., .. . . '. . .•. . . ... 15 4. :-. : . 1 ' ..•• •• - • ," 4 18 · . • . . . . . . •· . , .,., . . . , .· . ••• ·. · , :., . . . . • ·.· • . . . . •.. . · ... , a• ,; : ... i ; . . --+- ' -� r__ L___L_l ij,T/WALL EL. 892.0± Y," EXPANSION JOINT (ALL SIDES) TISLAB EL. 891.10'$ ----- 0· ·· : · :.1. · _ . ; -" · 4·"r.b · . . ., . . . .. �I METAL PIPE SUPPORT SIZE AND ANCHORING PER STRUCTURAL DETAILS 891 10' 18 5 CHANNEL DRAIN DETAIL CONCRETE ENTRANCE DETAIL 3 NEW SLAB SEPARATION DETAIL 2 CONCRETE PIER DETAIL SCALE: 3/4" - 1'-0" SCALE: 3/4" - 1'-0" SCALE: 3/4" � 1'-0" SCALE: 3/4" - 1'-0" PIPING & EQUIPMENT SCHEDULE ITEM DESCRIPTION 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 12' - 6"L x 8' - o"w x 7' - 6"H MODULAR FIBERGLASS COMPOSITE BUILDING, SEE SPECS. SLUDGE/FLOCCULANT MIXER w/4" SCH 80 FLANGED ENO CONNECTIONS POLYMER METERING PUMP ON S.S. SHELF POLYMER SOLUTION HOSE STORAGE COMPARTMENT (2) 55 GAL DRUMS, POLYMER, ON 2 DRUM CONTAINMENT PALLET w/RAMP 6" x 4" D.I. 90" REDUCING BEND AT PUMP SLIP ON GASKETED 6" 150# CAST IRON FLANGE 6" CHECK VALVE 6" PLUG VALVE 1" CHECK VALVE POLYMER INJECTION QUILL/POINT 2" POLYPRO BALL VALVE FOR FLOC SAMPLING PUMP SUPPORT STAND VAPOR BARRIER COMPACTED GRANULAR BASE MATERIAL 6" DI/PVC PIPE 6" DI FITIING W1TH FLANGE ADAPTER WHEN NECESSARY CONCRETE SLAB & FOUNDATION PER STRUCTURAL 1'' PVC VENT TO OUTSIDE 6" DI / PVC TEE 6"x4" 0.1. REDUCING FITTING 6" 0.1. / PVC 90' BENO 6" 0.1. FITTING 4" FLEXIBLE HOSE W/ CAM-LOCK CONNECTOR METAL STORAGE CONTAINER FLEXIBLE SLUDGE DEWATERING STORAGE FABRIC 6" PLUG VALVE 6" HIGH CONCRETE CURB STOP )':;" EXPANSION JOINT REQ'D OVERHEAD PIPE SUPPORT REVIEW STRUCTURAL PLANS FOR ANCHORING REQUIREMENTS ROTARY SLUDGE TRANSFER PUMP - 4" INF / DIS PROVIDE PIPE SUPPORT AS NECESSARY SAMPLING PORT ACCESS DOOR BY BLDG. MANUFACTURER (FRP) 6" DI DIGESTER SLUDGE SY PASS LINE TO CHEMICA L FEED T/SLAB EL 891 10'. 18 18 . . . -.1·�_ . . . ... �. -: . :.:·-�--� . /�···· . . ... <';'� ·, . . � · . •, ! . ·. ... . ·•' · . . . � . .... 15 14 • •, . . .. . .. . "· · ' . ·�. · ·' ..• · . ... '. . · .. • EQUIPMENT SLAB DETAIL SCALE: 3/4" - 1'-0" I z 0 ul R&VISIONS BID SET 02024 Midwes1em Engineer.�. Inc 802 Wes! Broadway Sm,et P.O. Bo� 295 Loogootee. Indiana 47553 DAlr MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E PROJECT NUMBER 2020073-00 P13.03 61 OF 126 FILE NUMBER 44005 I Do Not Use Plan Previews for Take Off