Midwestern Engineers, Inc. Plan Preview

CONTRACTOR TO REMOVE ENOUGH PIPE TO ADEQUATELY INSTALL NEW CONCRETE PLUG AND MECHANICAL JOINT CAP, THRUST BLOCKING AND WATERTIGHT VARIES SEAL INTO AND AROUND EXISTING PIPE �----'•-�==� ABANDONED IN PLACE '°' r=i-� I I tJ Hi � - - t '.:'ciM- -!mr I (ABANDONED IN PLACE ) Q Q___-'----' . ;_� -== ==�� : ; CONCRETE THRUST BLOCKING SEE BLOCKING DETAIL RESTRAINED END CAP "ROMAC" ALHPA XL OR EQUAL NEW PIPE CUT MUST BE --=--= --= - --=n SQUARED PRIOR TO , , .. . . � INSTALLATION OF END CAP - - -+ 1 _ , .' · . , . -, ;_,_ �-' ,;- .. J .f\-l-1-111-------=>,,. l--" ' ·__.---- - - ' - EXISTING °' c DUCTILE IRON PIPE DEBRIS CAP REQ'D ON ALL EXTERIOR VALVE BOXES CUT EDGE OF PIPE MUST BE 90, TO PIPE LAY PIPE ABANDONMENT DETAIL NO SCALE �� I I :,! l .d --'- FINAL GRADE £ EXISTING GRADE (SEE SURFACE RESTORATION DETAILS) � - ---��--------'==-------���---- '»;§1.�� ::<�, �:'" UNDISTURBED SOIL VALVE STEM (AS REO'D) - : == === = =;I1� = ==== ��- -:· ··:"� : ':· == ADJUSTABLE VALVE BOX cm (COVER TO BE MARKED "WATER") VALVE BOX ALIGNER .rIa POSI-CAP OR EQUAL GATE VALVE BOX ADAPTOR MECHANICAL JOINT GATE VALVE (SEE SPECS.) MECHANICAL JOINT RESTRAINING GLAND, TYP . . ,._ ____ _ SEE SPECIFICATIONS FOR REQ'D ENGINEER FILL WATERMAIN UNDISTURBED SOIL CONCRETE SUPPORT PAD GATEVALVE AND BOX NO SCALE WARNING SIGN(S) TO BE A DURABLE, WATERPROOF SIGN LOCATED OVER CENTERLINE OF WATER MAIN AND SHOWING THE FOLLOWING INFORMATION: 1 NAME AND ADDRESS OF OWNER 2. CONTENTS OF PIPE CASING PIPE UNDER RAILWAY TRACKS SHALL EXTEND TO THE GREATER OF THE FOLLOWING DISTANCES. 3 . PRESSURE IN PIPE 4. DEPTH BELOW GRADE AT POINT OF SIGN 5. EMERGENCY TELEPHONE NO. IN CASE OF PIPE RUPTURE lz zl I>-- NOTIFICATION SIGN BOTH SIDES OF Right-Of-Way 1. 2 FEET BEYOND TOE OF SLOPE 2. 3 FEET BEYOND DITCH LINE :o:: D::'.' 3 A MINIMUM OF 25 FEET EACH SIDE FROM CENTER LINE OF OUTSIDE TRACK I I l: r,, '1· · · · ·. · � 1 WELDED STEEL 20" DIA. CASING PIPE (SEE SPEC'S) CASCADE CASING SPACERS @ 6' -0" MAX. INTERVALS ' D.I. CARRIER PIPE (12" D.I WATER MAIN) SECTION "A"-"A" -- - MIN 5'-6" FOR MAIN TRACK MIN. 5'-0" ---- ---- " A " i • I a --� - - - - -- - -- - - - -;-- --- - - i�- - I ., DUCTILE IRON CARRIER PIPE INSIDE WELDED STEEL CASING PIPE. (SEE SPECIFICATIONS) RAILROAD CROSSING - WATER MAIN NO SCALE NEOPRENE END SEAL (BOTH ENDS) I I I : I NEW 12" HOPE WATER MAIN i _ 1 ! TRACEWIRE� Wf I "I EJ I rl zl WI '" �I .·l· -� CONCRETE THRUST a'.:I .,:, ... - • BLOCKING REO'D --:---!":. ·} ,' �. . . REFER TO SPECIFICATIONS , · ·" NEW 12"x6" STN. STL TAPPING SLEEVE W/ FULL CIRCUMFERENTIAL SEAL __...c,; (ROMAG SST-H. OR EQUAL) 5%" FIRE HYDRANT {PER SPECIFICATIONS) ......._;.-- 0.1. ANCHORING COUPLING (LENGTH VARIES) ++ - 6" AUXILIARY GATE VALVE AND BOX TO GRADE ,1---fuFJ'-J- - 6" 0.1.M.J 90 ° BEND �I �, ti HYDRANT CONFIGURATION LAYOUT No.1 NO SCALE NEW 12" HOPE WATERMAIN -< ---1 I w, 0 I EJ I I r1 (a I '" WI ,:, 0, I • CONCRETE THRUST i:i:1 <':,.. BLOCKING REQ'D --+' -i"c' . ·' ... REFER TO SPECIFICATIONS •.-·· NEW 12"x6" STN STL. TAPPING SLEEVE W/ FULL CIRCUMFERENTIAL SEAL ---+/ (ROMAC SST-H. OR EQUAL) TRACE WIRE _ __l----o �i 5%" FIRE HYDRANT (PER SPECIFICATIONS) 0.1 ANCHORING COUPLING (LENGTH VARIES) NEW TAPPING VALVE FLG_xM.J. {MUELLER OR EQUAL) HYDRANT CONFIGURATION LAYOUT No.2 NO SCALE FINAL GRADE (SEE SURFACE RESTORATION DETAILS) 1'-6" 5)(, " FIRE HYDRANT (PER SPECIFICATIONS) 0 VARIES 1 5 " 10" 10" w i EST. EST. EST. 0 w VALVE STEM �===t==�:rrrt--t1· �· �· ;, ;;f, ::I:�:2):q:�:�"'���,:"�'"CS"'' p�����:i�i: A �g;�� '•v�,:;;Jt, : ,� i N �� s : u T ��� EARTH SEE SP�CIFICATIONS FOR l)i: FOR DRAIN REQ D ENGINEER FILL -----...__--i;\:� (6" ABOVE PORTS) NEW STN. STL. TAPPING SLEEVE j'i :"._\ CONCRETE THRUST BLOCK W/ FULL CIRCUMFERENTIAL SEAL --,..cc- (SEE THRUST BLOCKING DETAIL) NEW 12 " HOPE WATER MAIN - - - =;.c CONCRETE THRUST BLOCKING REQ'D - ---\:;! REFER TO SPECIFICATIONS NEW TAPPING VALVE � � -- CONCRETE (MUELLER OR EQUAL) BLOCKING ON UNDISTURBED EARTH SUPPORT VALVE WITH SOLID BLOCK ON UNDISTURBED EARTH UNDISTURBED EARTH D.I. ANCHORING COUPLING (LENGTH VARIES) HYDRANT CONNECTION TO HDPE PIPE DETAIL NO SCALE NOTES: 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPE AND FITT I NGS TO LOCATE THE HYDRANT AS SHOWN OR DIRECTED 2. TAPPING SLEEVES FOR HOPE PIPE REQUIRE STAINLESS STEEL WASHERS, I.E. ROMAC MODEL SST-H, OR APPROVED EQUAL. UNDISTURBED SOIL, TYP. (VARIES) _____________________ ·) ---- NEW SOIL FILL TO ADJUST NEW EDGE TO EXISTING GRADE. TYP. x <( :,, MATCH EXIST. SLOPE \_ NEW 4" COMPACTED GRANULAR NEW CONC. SIDEWALK REPAIR TO MATCH WIDTH, DEPTH AND SLOPE OF EXIST. SIDEWALK PRIOR TO CONSTRUCTION. TYPICAL SIDEWALK REPLACEMENT DETAIL NO SCALE Miscellaneous Details 2 Cf) I- w ::2' w 0 c:: I Q. I- <( ::2' :::) z ::2' 0 w � tii >- >- _J Cf) (L 0 Z LL u � 00 I- "' ::, >- en I- a:: - I- (.) Cf) 0 a:: I- REVISIONS BID SET C2024 , \lidwe,;tem [nghwcrs. ll!c. S02 We.stBroadway Street P.O.Box 295 Loogoo1rc. lm l i�n" -.1755.3 DATE APRIL 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK S.D.B. PROJECT NUMBER 2021045-01 1 0 10 OF 18 I Flt£ NUMBER I 41938 Do Not Use Plan Previews for Take Off