Midwestern Engineers, Inc. Plan Preview

EXISTING SITE (LOOKING NORTH) EXISTING CONC. STRUCTURE (LOOKING NORTHWEST) --������� �� � ,.���-,� it/ i!k \ ' / GARREIT. JESSE � & MACKENZIE / 31-06-09-234-006 -.--.!......_ '\ \ \ • J c.-- •_. :-:--.:=..c:..:· ---,c-,. -�· '\ \ \ -·-1-,; \ \, \ _ 1 . o, ·� \\\ \\ ::: : ,,;� [ . . _. :=��� HAEL & ANN >\ \\ \ " / I ,\ \\ "' . \ "' 1' -,_\"' \ \ "' "' "' '\ 1 "' '\ O' \ \ \ 11\ \'1 \ \ / I GARRETT, JESSE & MACkENi:IE 31-06-09-234--009 I I i i \ \ ! ! , \ PROPOSED ELECTRICAL I EQUIPMENT RACK. SEE ELECTRICAL DETAILS i I i ON SHEET 30. ( \ \ / ; I PROPOSED CENERATOR. I I SEE ELECTRICAL / / DETAILS ON SHEET 30. I I I I INSTALL 6" CONCRETE SLAB SEE SHEET 23 FOR MORE INFORMATION. I I I ' I ' ' ' I I I et"/} I I ' I I ' ' ' I Ii �� / : ,,_ ef? _4v I/ / I ! ,:1/_#� ! dif L:::J 1, I .../: EX. SANITARY � / /1� SEWER STRUCTURE � ? � / RIM: 898 04 /- g lNV (N): 890 86 .,Q # I I RE-GRADE SITE / 1 AS SHOWN #'/ i ! / ,.,� I I / / / // / e----v ,.,Q # ,, -1' ..> /i /Cy 1 / ,," ,.- -' I ,, " ,," I / / ., //,/1 I/ <1-"' ,, ,, I I � Q ,,,," ,, ,," / I .V ,,,, / 1 /j ,,,, -- ;,,// y , , I ,..,, "' ,, ,, "' / / I , , I ,, ,, ,.. ,, _.. ,, / ./ I ,,,, .,,.. / I ,, _.. ,, "' ,,,--- / I ,, ,, / I ,, " ' ,,--;:...- �,..y / ! , , , , , , , , I J ,,,, .,/ , , , , , , , , . , / / / / ..-=c::::==--!-:;;"1: '- ' ' ' ' I I I I -- -�- -goo- - ' ' ' ' ' ' ' ' ' ' ' I I I I ' I I I I I I I I I I I I I J I - "' I - \ I I \ \ I / I - EXISTING CONC. STRUCTURE (LOOKING INSIDE) MUNGE�� 31-06- If STONE REMOVE EX/STING 4'-0" DIAMETER WAYNE STREET LIFT STATION VALVE / VAULT ANO INSTALL PROPOSED 5'-0" X 5'-0" DIAMETER VALVE VAULT. BLKT. PROPOSED JUNCTION BOX RENOVATE EXISTING WAYNE STREET LIFT STATION WET WELL. REMOVE A MINIMUM OF THE TOP 5'-0" DIAMETER CONCRETE MANHOLE SECTIONS. INSTALL PROPOSED 5'-0" ANO 7'-0" DIAMETER MANHOLE SECTIONS. SEE DEMOLITION DETAILS THIS SHEET, ANO RENOVATION DETAILS ON SHEET 23. ' I ' I ' < ESH, IVAN L 31-06-09-234-013 EXISTING CONC. STRUCTURE (LOOKING INSIDE) SCALE: 1• = 10' 0 ' 10 #'/ ,,, ,/ "" ' PROPOSED 6" DR-11 HOPE SANITARY FORCE MAIN / / I ;:;, 7 EX. 4" SANITARY FORCE MAIN (TO BE ABANDONED) \ \ EXISTING WET WELL (LOOKING NORTHWEST) 1 20 TOP OF STATION ELEV. 900.88' REMOVE THE TOP CONCRETE LIFT STATION SECTIONS, TO BELOW WET WELL DISCHARGE. $8" INLET PIPE (SW) INV. 886.66 REMOVE ALL PIPING, PUMPS, AND LEVEL REGULATORS IN EXISTING WET WELL $8" INLET PIPE INV. 880.49 (SHOWN OUT OF VIEW) $BOTTOM OF WET WELL INV. 877.58 .. ' .. . . .. . .. EXISTING WET WELL (LOOKING INSIDE) REMOVE ALL PIPING, PUMPS. AND LEVEL REGULATORS IN EXISTING WET WELL EXISTING VALVE VAULT (LOOKING INSIDE) REMOVE ALL PIPING AND VALVES IN EXISTING VALVE VAULT REMOVE EXISTING 4'-0"0 VALVE VAULT WET WELL VALVE VAULT PLAN ,• ; . •, -.... _ . . .... - . . ;, � ';.. . . . a CD SECTION 1�-- NOT TO SCALE TOP OF VALVE VAULT ELEV. 900.93' [/!---REMOVE EXISTING 4'-0"0 VALVE VAULT 4'' F/M OUTLET PIPE (NE) � INV. 894.33 REMOVE ALL PIPING AND VALVES IN EXISTING VALVE VAULT NOTES: 1. THE EXISTING LIFT STATION SHALL REMAIN IN SERVICE DURING THE ENTIRETY OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE ANY AND ALL TEMPORARY BYPASS PUMPING WHILE THE LIFT STATION IMPROVEMENTS ARE TAKING PLACE. DURING ANY BYPASS PUMPING, THE CONTRACTOR SHALL BE REQUIRED TO KEEP A SPARE BYPASS PUMP AT THE TOWN'S WASTEWATER TREATMENT PLANT. CONTRACTOR SHALL DEVELOP AND SUBMIT ANY BYPASS PLANS TO OWNER & ENGINEER. PRIOR TO IMPLEMENTATION, FOR REVIEW. 2. STATION DOWNTIME SHALL BE KEPT TO A MINIMUM. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL AFFECTED UTILITIES PRIOR TO THE BEGINNING OF EXCAVATION OF THE SITE. 4. SEE ELECTRICAL PLANS (SHEET 29) FOR IMPROVEMENTS INCLUDED WITHIN THE SCOPE OF THIS PROJECT. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE EXISTING LIFT STATION AND ALL EXCAVATIONS DURING CONSTRUCTION. PROPER SHEETING/SHORING MAY BE REQUIRED DURING THE CONSTRUCTION PROCESS. ACTUAL DESIGN OF THE SHEETING/SHORING IS THE CONTRACTOR'S RESPONSIBILITY. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF ALL DEMOLISHED MATERIALS. THE DISPOSAL OF DEMOLISHED MATERIALS SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 7. THE OWNER HAS RIGHTS TO ALL DEMOLISHED MATERIALS (PUMPS, VALVES. PIPING, ETC.) CONTRACTOR TO COORDINATE SALVAGED ITEMS WITH OWNER PRIOR TO DEMOLITION WORK. SALVAGED ITEMS SHALL BE DELIVERED BY THE CONTRACTOR TO A PLACE SPECIFIED BY THE OWNER (LOCATION TO BE WITHIN THE TOWN OF WATERLOO). WAYNE STREET LIFT STATION - DEMOLITION DETAILS REVISIONS BID SET C2024 Midwestern Engineers. Inc. 802 West Bro.1dway Str<'Cl P.O. Bo� 295 Looioo(ec. Indiana 47553 DATE MARCH 2024 DESIGN S.M.S. DRAWN M.M.C. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 22 22 or 35 I FIL£ NUMBER I �� /00 Do Not Use Plan Previews for Take Off