Midwestern Engineers, Inc. Plan Preview

0 0 o' = �· � � � ' � � ill ·• � ow �� :: � �- 29 � re z _o ! �\ . � �- 2! g mw c:l � � tu •� " IN' •• . ,a � ZQ t(t- «u zz �- � ' �� " � y .. C 5N 55 , m :I. "" (/o T/EX. WALL ELEV. 429.33' (/o EX. 6" F/M Q INV. 425.00' (F.V) F E E ' ...,... .... __....... . ., L REMOVE WALL BETWEEN BEDS No. 1 AND No. 2 - -------- - " >-c' u · - A 3 ,0 A SECTION SCA L E: 3/16" = 1 '-0" .,s � ,. Q) 6" PVC DRAIN ELEV. 424.1 o· n �G:]I I 1§ °" I I -�-o t;; .,_ I .,_ I ---� """ et�1 , 1 / , �11 / ' ° . w I I EXJSTING n I I I I I I I I I I H/CB� I �========= q_ ======= r ==== EX. 6" PV � RAIN L INE ==== r ======== � ======== r ======-- 11 I I I I I I I I 11 11 11 11 11 11 11 11 I I I I H ----------,,--------- ---------�------ 11 .. .. • ... .. . • • • .. . . • . . ... • , ... . . • • . . , .. .. .. • .. . . ·, .. • • • • J • ' .• .. .. •' •, .. 11 11 11 11 I I 11 11 I I I I 11 11 11 11 11 I I I I I I 11 11 11 11 11 11 11 11 I 11 11 I I I I 11 11 I I I I BED No. I I I I 11 11 11 11 11 I I I I I I I I I I I I I • ' 4 .. , .. • .. ,. . . . . '. . , . ,. .. ,_ . • • .· . ' . • .. .• •. ,• .. .. : J • .. . . ; . . : . •: .. 11 11 11 11 11 11 11 11 11 11 11 11 I I I I I I I I I I I I I I I I 11 11 11 11 BED No. 11 11 11 I I I I I I 11 I I I I I I I I I I I I 3 '• . . , •, • . '. .. .. .. • •, • .• , .. . .. ,, .. ' I 0 n A , - .. - 11 A A 11 11 . 11 ' .. • • . • . . , . ' J '• . , . '· BED I I I I I I I I I I •• . I . . , No. '· EX. 6" PVC PERF. -I . DRAIN PIPE TO I ,. • REMAIN IN SERVICE [ '.• • ' . . . .. .. . . .. I I I I I I I I I I I I I I I I 11 11 11 11 11 2 • • .. , .. , , , . .. '• . . . , A EX. 6" D.I J F SLUDGE FEED LINE 1J / ----------------- ---- - ---------- ----------------- ------------ PLAN VIEW SCALE: 3/16" � 1 '-0" 40'-8" (FV) .c I I I I I I I I I I A 11 11 11 BED No. 11 11 'I I EX. PIPING-+-II TO REMAIN IN SERVICE A I A • -j--, A 0 I N 0 I <Xl n I I I I I g: I o \rs I �ol �I - I (.'.>WI-z o_ . ..., I ·01 Ow " � I ' ° .wl X(.'.> I WO 31 "' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r"'® I A I I I I A I I ' I I I I I I • • I I I I =============�====== . !> A 8 01 8.01 LINE $ (FV) BED No. 1 AND BED No. 2 TO BE RENOVATED , SOUTHEAST CORNER BED No. 3 INFLUENT PIPE BED No. 4, EAST VIEW PIPING BYPASS TO BE REMOVED AFTER VALVE AT BED No. 3 IS REPLACED. BED No. 2, INFLUENT DIVERSION PIPE 6" PVC EFFLUENT INV. 424.1 O' ...� REMOVE WALL , /_...--SAW CUT 8" ;--- FROM EDGE OF REMOVE REMAINING RAMP � / CONCRETE RAMP LIN INV BEYOND SAW CUT. SEE SECTION A, THIS SHEET / / / I_ NORTHEAST CORNER LEGEND EXISTING CONC. STRUCTURE TO BE REMOVED NEW STRUCTURE INSTALLED OVER EXISTING CONG. SLAB -?SZSZ\l'v-- PIPING TO BE ABANDONED PLAN KEYNOTE LEGEND: 0 REMOVE EXISTING CONCRETE RUNNERS. RAMP ANO/OR WALL AS NEEDED TO INSTALL NEW SLAB ANO/OR PIPING @ NEW SLAB, WALK OR SPLASHPAD TO BE INSTALLED OVER EXISTING DRYING BEDS © EXISTING DRAIN LINES TO BE FLUSHED @ EXISTING PIPING TO BE ABANDONED ® EXISTING PIPING TO BE REMOVED ® CUT, CAP AND BLOCK EXISTING PIPING @ REMOVE AND REPLACE EX. PLUG VALVE w/ NEW PLUG VALVE @ POINT OF CONNECTION FOR NEW 4" FORCE MAIN Q) SAW CUT 8" FROM EDGE OF CONCRETE RAMP 0) CLEAN EX.DRAIN LINE BED No. 2 A A -- • �;'!ljri;::;:;;Jiff 1" <L4)� • -,��;; EX. 6" PVC PER; / , 0 DRAIN PIPE TO A REMAIN IN SERVICE SECTION SLUDGE LOADING STATION MANHOLE GENERAL PLAN NOTES: 1 . THE DRAWINGS AND PHOTOS SHOWN ARE FOR REFERENCE ONLY, IT IS THE CONTRACTORS RESPONSIBILITY TO FULLY INSPECT THE STRUCTURE PRIOR TO ORDERING ANY EQUIPMENT OR BEGINNING ANY DEMOLITION WORK. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ELEVATIONS PRIOR TO BEGINNING ANY WORK ON THIS STRUCTURE. ANY VARIANCES IN DESIGN ELEVATIONS SHALL BE GIVEN TO THE ENGINEER TO ADJUST FOR FINAL ELEVATIONS. 3. EXISTING DRYING BEDS No. 3 AND No. 4 TO REMAIN IN SERVICE. REMOVE ANO REPLACE EXISTING INLET PLUG VALVES WITH NEW. 4. EXISTING DRYING BEDS No. 1 AND No. 2 CONCRETE SKIDS AND CONCRETE WALLS TO BE REMOVED TO INSTALL NEW CONCRETE SLAB AND FOOTER FOR NEW SLUDGE BAG OEWATERING SYSTEM AND POLYMER FEED BUILDING. SEE SHEET 8.02 FOR ADDITIONAL INFORMATION. 5. EXISTING PIPING TO BE RENOVATED OR DEMOLISHED. SEE SHEET 8.02 FOR ADDITIONAL INFORMATION 6. EXISTING EXTERIOR PIPING TO BE ABANDONED SHALL BE SEALED AT EACH ENO ON BOTH LIVE AND ABANDONED SECTIONS BY EITHER SEALING AT THE STRUCTURE WALL OR SLAB LOCATIONS AND / OR BY CUT, CAP AND BLOCK. ABANDONED LINES IN DISTURBED AREAS TO BE REMOVED. ABANDONED LINES IN UNDISTURBED AREAS MAY BE LEFT IN PLACE. 7. CONTRACTOR TO PRESSURE FLUSH EXISTING SLUDGE DRYING BED DRAIN LINES TO CLEAR OBSTRUCTIONS AND DEBRIS IN EACH DRYING BED ANO MAIN HEADER LINE TO EXISTING MH/CB5. CONTRACTOR TO VERIFY THAT THE EXISTING CLEAN OUTS ARE IN WORKING ORDER. WHEN WORK HAS BEEN COMPLETED, SUBMIT A WRITTEN REPORT TO THE ENGINEER OF ANY REPAIR WORK NEEDED. BED No. 1 A A C J A T/WALL $ EL. 429.33' EX. 6" F/M INV 424.67' $ (F.V.) B SCALE: 3/16" = 1 '-0" EXISTING SLUDGE DRYING BEDS - RENOVATION PLAN • - I REVISIONS rt) 2021 � a . ·• - Q " -" . u.z !.I . , � ,r. ,G f, . , = ,\lidwc,(cm E11gin�cr,;.l11c. 802 West Bromtw"} S1ri:cl P.O. L\ox 295 Loo�O<lltt. lndirnm 4755) DATE FEB. 2021 DESIGN C.W.R. DRAWN M.M.C. Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 8.01 87 OF 114 FlLE NUMBER 41985 I Do Not Use Plan Previews for Take Off