Midwestern Engineers, Inc. Plan Preview

:------ OPERATING NUT 0 0 �1- --- 2 Y," POST TYPE FLUSHING HYDRANT {J, (REFER TO SECTION 15300-2. 9 ) Y1 ABANDON PIPE IN PLACE -- 1 ',- -- - 11 IP-- HOSE NOZZLE CAP WITH EXISTING 6" INFLUENT FORCE MAIN TO THE NORTH ATTACHING CHAIN 1 /:, UNDER RAILROAD TRACKS �=J �--- STEEL NOZZLE CAP CHAIN ,_____ UPPER BARREL ,_____ LOWER BARREL V : TO BE PERMANENTLy RESTRAINING END CAP : DISCONNECTED FROM FOR 12" 0.1. PIPE PLANT INFLUENT PROCESS "ROMAG - ALPHA" OR EQUAL -� ¢,u:rt: 'I--- EXISTING PIPE TO BE SAW CUT AND REMOVED TO COMPLETE ABANDONMENT �;::;�--- 3" M. J. INLET CONNECTION (Q) 1 --- SHOE AB ANDON PIPE IN PLA C E ] 6" INFLUENT FORCE MAIN PROVIDE CONCRETE PLUG TO PERMANENTLY SEAL EXISTING PIPE 8 0 END CAP DETAIL YARD HYDRANT DETAIL NOT TO SCALE NOT TO SCALE "'I 1----- 6" DIA. STL. PIPE FILLED W/ CONCRETE +----- 6" O!A. x 56" TALL SMOOTH BOLLARD SLEEVE EQUAL TO ULINE H-9231 FINISHED SURFACE (MAT'L VARIES) STL. PIPE BELOW GRADE TO BE COATED W/ BITUMASTIC STN. STL. WALL SLEEVE THREADED TRANSITION FROM BRAIDED TUBING TO SCH. 80 PVC PIPE STN. STL. WALL SLEEVE END 3" PVC CONDUIT AT THREADED CONNECTION POINT �' MAX. .::::.;::::.:r-:.:=.,a T i------ %" CHEMICAL LINE REFER TO ELECTRICAL DRAWINGS FOR REQUIRED HEAT TRACE WIRING ,, " u yHWL j EXISTING SURFACE ENGINEER COMPACTED EXISTING SURFACE --, 8" #53 COMPACTED AGGREGATE DRIVE CONCRETE PAVEMENT (SEE DETAILED SPECIFICATIONS) SEED NEW 3!,"(MIN.) HMA BASE, TYPE A NEW MIN. 6" COMPACTED AGGREGATE BASE PER INDOTSS EXISTING BASE EXISTING COMP. AGG. Y>X�� - -"- - UNDISTURBED MATERIAL ASPHALT PAVEMENT AND MULCH COVER (AS SPECIFIED) EXISTING GRADE 4" (TO BE AS SPECIFIED) SELECTED EXCAVATED MATERIAL OR ENG I NEER APPROVED MATERIAL 6" DI 90 ° BEND, TYP_ TOP OF GRATE TO BE FLUSH WITH EXISTING SURFACE NEW ALUMINUM B A R GRATE \ ���-+--.f.r---''------ SECTION "A" - "A" CONCRETE PAVEMENT GRASSED AREA - SEEDING AND MULCH 0 CONCRETE SLAB INSECT SCREEN c___ 6" DI FLANGE AIR VENT DETAIL NOT TO SCALE .. �- ''NEl"NAH'' l'OWNDRY R•15�fl-l\ =lE=l�j�,ij---:-,���· ·-·c,-: MIN. 3·· BURY NEW 3"x3"'x Y.t STAINLESS STEEL SUPPORT ANGLE 12" STAINLESS STEEL EXPANSION BOLT AND WASHER CORE OPENING IN EXISTING CONCRETE TO ADEQUATELY ANCHOR NEWJ.S." ANCHOR BOLT EPOXY FILL REQ'D AROUND ANCHOR EXISTING WALL ANGLE MOUNT 0 SUPPORT ANGLE DETAIL 2 � " "A" - � NEW ALUMINUM BAR GRATE NOT TO SCALE -I �-�-.� --- --- ---- �-- ----� --- - � 1/4" I- • " 4__ LEQGt'. MOUNT 0 TOP OF GRATE TO BE FLUSH WITH EXISTING SURFACE '1 � CON C RETfl SLAB R EST R AINING END CAP "ROMAC - ALHPA" OR EQUAL A EX I STING D. I. PIPE (ABANDON IN PLACE) - -----"'""" BE Y _� ¢� CUT EDGE OF PIPE MUST BE 90" TO PIPE LAY END CAP DETAIL NOT TO SCALE -- CHEMICAL PIPING DETAIL NOT TO SCALE CONTRACTOR TO REMOVE ENOUGH PIPE -------< TO ADEQUATELY INSTALL NEW CONCRETE PLUG. THRUST BLOCKING AND WATERTIGHT SEAL INTO AND AROUND EXISTING PIPE PLUG ABANDONED REMOVE PIPE IN PLACE PERMANENTLY CAP, SEAL AND BLOCK ABANDONED PORTION OF EXISTING MAIN ;"T {ABANDONED IN PLACE) a .L CONCRETE THRUST BLOCKING <' ·--- - --o .. :.:;,� __________ 1 . ;.. _- . ;' . @ CONCRETE PLUG DETAIL EXISTING GRADE - SERVICE: LINt TO RECONNECTION POINT RtFER fei PLAN FOR tlz�s AWWA GORP, �fdi" W/ C0MPRE8Sl0N CONNi:CflON AND INSERT SiWFENER FOR PE' TUBING SERVICE TAP -- S�RVICE SADDLE W/ CORP, STOP T HREAD, NOT TO SCALE eRAM� ANl'i tOV�R WITH ''StaLF·�•AblNC." A!'PLi/cAi l QN OR APPROV�D EQUAL - ---w -- GRATING SHAlL BE AS SPECIFIED 6N fH� DRAWINGS - GRATING SHALL CQNFOSM TO THE REQUIREMENTS j_____ OF THE SPECIFICATIONS. TYP� "B" UD DESIGN - fs'\�G _ R _ A_T_ IN_ G_· _S _ U_ P _ P _ O_R_T_- _ - _2_" L_ E_ D_ G _ E_ \::_) NOT TO SCALE PLAN .VIEW SAW CUT EXISTING CONCRETE §LAB TO INSTALL NEW CONCRETE j STRUCTURE AT INJECTION POINT No 1. 0 'NEENAH' FOUNDRY R-1538-B ; HEIGHT OF TOP SLAB TO MATCH EXISTING CONCRETE ELEVATION . FRAME AND COVER WITH RE S TORE GRADE TO EXISTIN : L C : 9 : C .:�: SLAB . � -.,T-:, -. ,, -· -. -. ", c'::· � ,:. _: . -= F !,za;e, P E P Z L R ,:a F Oe, S V Z E E "l A � l[ IE = N g l' �-· :_� T P , L . .J I C � A Ja. T ef:� : R ���i� N ;i}����� ��A;: ; ' l,J, . l-,=acl-1,C,',t/� UNDI S TUR B ED SOIL Y V;'l .. - . ,· . . . . .. �,de; '.i_/, ;, ENGINEER APPROVED ��� � ::::(:::' .... 4'00 , . •• c; ::>· �>; ���: l ��::��LYPROPYLENE .._ _,.({//( .. .. ' . j,/-;' · ·• " , , \//'y; STEPS@ 16" O. C . (TYP ) TO 'y·A' »·: ,·.. '.<-. . · · ., . · • . /\)> W/1 24" OF B OTIOM SL AB �0<.�: ,- ' C , • ': , ,(_'., / 3" PV C C ONDUIT ' �/�[. . ,. . . . ' . "./(V('(\> :, ·.. · ///, ;p9.t.rf '',, - ,'.· ;:·, .: »;0 NEW POLYETHYLENE CHEMICAL LINE FROM NEW CHEMICAL BUILDING TO INJECTION POINTS (REFER TO SHT. C2.03) DOGHOU S E S E c ho�.!'.,�i\· · ····.· ··:·· . · • .. ·.< . • •. . . •.•. · . ·,,:· . . · . . . · . . ·>. '': ·�: 'J;v;'>) REQUIRED OV ��!���t-0\.)_i,: • �"*"'·· / /�� /"(/"<-_ · .. . .. .:i · � , •• ",, · · , ,, CHEMICALJNJECTOR 0wz :,O"w>­w 0 wro 2 A/N' ·.· .... ·.. /N)': z�--- --'t� , ;,4� ��( "' />' ., 4 :1""\ : "' :",·"'' .·J; i ,·,, ,.,;1 :, A'ai= l ,;. r ,'.)i1; ,�/ ---------� 0 ,, '- ./ I·.'.···: ', /� '>. j::: (....,L..: ,1 I I , ·J;-, , ,. ...di... o /,· ..,.,........_ ·:· >. ::.,< (;' · · ·yPIPE DEPTH UNKNOWN � GROUT FILL AROUND� � � ;;:'S\:,·�� � j ).::::g'. '� ':'( 7' ;, .<c<., '_ DRILL THREADED OPENING w TO RO C K �. . .. \:7,'../ THE DI A METER REQUIRED 1, "-7;<· " < '.%/' · ., ·. .. 7/,<V/ FOR INJE C TOR A ND PROVIDE 12" RO C K BA SE REQ'�'�.. 0 •;;5}5;, S E A L A NT A ROUND OPENING. , ''- ,'- #� (REFER TO M A NUF A CTURER . ;, "-/)-, 'y ,>,: /)-,_ / INSTALLATION INSTRUCTIONS.) INJECTION POINT DETAIL {REFER TO SHT. C2.03) NEW CHEMICAL INJECTION MANHOLE DETAIL NOT TO SCALE f.----- CHEMICAL LINE �=;:i;.�-- UNION ,_____ BUSHING @ '1=F�--- NPT INLET CONNECTION 1--- STN. STL. RESTRAINT !!';��:::;=�- - - BRASS PACKING NUT w/"O" RING !-����-ii- STN. STL . SAFETY CHAIN '--'-'-- BRASS SOLUTION TUBE ��""c' ADAPTER D INJECTOR DETAIL CHEMICAL INJECTION POINT DETAIL NOT TO SCALE WATER MAIN SERVICE TAP DETAIL NOT TO SCALE SECURE AND RESTRING I EXISTING BARBED WIRE ALONG NEW FENCE LINE (TYPI CAL ) 4'- 0" �"-� · 111----------111�-· TIE INTO EXISTING FENCE LINE PER SHT. P7.02 INSTALL EXISTING SECURITY FENCE AS 3'-6" MAX. TIE INTO EXISTING FENCE LINE PER SHT. P?.02 AND C 2 03 SHOWN ON SHT. P?.02 +�&.:,<)� IIK)VV NEWS' HIGH PEDESTRIAN GATE 0 JH!i6"7s*-- NEW LO C KING DEVICE REQ'D ' _,,_--"-----' -_:..;,,"_}__ NEW 6ATE FABRICATED TO FIT 4'-0" SPACE PEDESTRIAN GATE DETAIL NOT TO SCALE SURFACE REPLACEMENT DETAILS NOT TO SCALE ITEM MAGNETI C FLOW METER D.I. REDUCER A NCHOR C OUPLING LINK-SEAL W A LL SLEEVE AND WALL PENETR A TION SEAL PLUG VALVE and VALVE BOX TO GRADE D.I. 45· BEND "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM A CC ESS HATCH STANCHION PIPE SUPPORT REQUIRED 1O" DI PIPE 12" DI PIPE MECHANICAL JOINT FLANGE ADAPTER PRECAST CONCRETE STRUCTURE PLAN mw t; SYMBOL NOTES A 10" B 12"x1o" C 12" D E 1a" F 12" G 36" X 36" H I J K L 4B"o r1c el. M1 33· L f=XiSil NG G RA D!: - E - L - . 8 - 9-1 . -0'_± _.._'L_-,,,.---��,�•':. ,l. /=/ =/ 4 _= - =' j l/'. � 1 G --- �- ""--------- • ,C·r=- ___ 5 X -P!!3E. DIAME!E_R. S_TRA: 1 HT L!s:N_GTl:L _ _ --· Td FIRST CHANGE OF DIR ·dTION A ri F SEE � - 12" INV. EL 884 T± ] 13 J F INV. 1 O"' PIPE 882 T± "--'-'-"-'-"-�·_, · \\ . •EL. 882.83' SECTION VIEW WET WEATHER STR. METERING STR. DETAIL DEB R IS CAP R EQ'O ON ALL EXTE R IOR VALVE BOXES SCALE: 1 /4"-1 '-0" FINAL GRADE l EXISTING G R ADE (SEE SU R FACE RESTO R ATION DETAILS) \ _ .}_ -===·""'----��w,--�-----= 1 <!'��«' Y, �'0 - - - - - - '�>cc."@ ;,,""®:_ , ��/ -, · vl�� 7 ,. v ,,: ·,; · ·1:::::::;:P VALVE STEM (AS R EQ'D) :,; VALVE BOX ALIGNER POSI-CAP OR EQUAL MECHANICAL JOINT PLUG VALVE ENGINEE R APP R OVED GRANULAR FILL \ .. ., .· --------l-� -la--lal- f MECHANICAL JOINT R EST R AINING GLAND, TYP A4 .... · . "?! - ' . .. , , , ADJUSTABLE VALVE BOX T R ACE WIRE FO R CE MAIN CONC R ETE SUPPORT PAD 0 PLUG VALVE AND BOX NOT TO SCALE ' s:::: .?: u BID SET 02024 Mi(IWe�!ern Engill<'ers. Inc. 802 West Brc,:idw"y Slrcct P.O. B"x 295 Loogootee. Indiana 47553 OAT£ MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 C2.06 1 6 OF 126 I FlLE NU.BER 44050 I Do Not Use Plan Previews for Take Off