Midwestern Engineers, Inc. Plan Preview

w L DIMENSION KEY Edge, Typ 'L Length T Thickness w Width __J D Depth Below Pipe ? !S Sch 40 kicker I Pipe Diameter p Plate Size 1 in Tk. 0 DETAIL A DETAIL B Undisturbed Soil, Typ. ID CASTING (NEENAH & E.J.) WITIH SANITARY STAMPED ON LID 400 LBS HEAVY DUTY CASTING (24" CLR. OPENING) PRECAST ADJUSTING RINGS SEALED WITIH MASTIC OR EQUAL. ADJUSTING TO BRING FRAME TO GRADE • - MAX. 12" LEVELING RINGS (AS NEC.) NEW 1~"(MIN.) HMA SURFACE, TYPE A UNDISTURBED MATERIAL ENGINEER APPROVED COMPACTED GRANULAR MATERIAL NEW 4"(MIN.) HMA BASE, TYPE A NEW MIN. 8" COMPACTED AGGREGATE BASE PER INDOTSS EXISTING BASE EXISTING COMP. AGG. SEED AND MULCH COVER (AS SPECIFIED) EXISTING GRADE " " 4" (TO BE "if!'' . AS SPECIFIED) %"%, "'"--.- SELECTED EXCAVATED MATERIAL OR, ENGINEER APPROVED MAT'L r- I FORMED CONCRETE BLOCKING 6" MIN. ASPHALT PAVEMENT - IN Right-of-Way SEEDING and MULCHING DETAIL SURFACE REPLACEMENT DETAILS 6" Sq. Stl. Pl. 1" Th k. • 0-RING OR MASTIC TYPE SEALS AT JOINTS (WATETIGHT) TYP. PROFILE Thrust blocks for plugs shall be the wider of: 1. The dimension shown above or lll/1121-" s Plug FORMED CONCRETE BLOCKING "S" Not To Exceed 18" GROUT INSIDE OF MANHOLE SMOOTIH AT PIPE & LIFT HOLES • ·• 4'-0" MINIMUM ·-+----- PRECAST CONC. RISER PER ASTM C-443 GASKETED JOINT (TYP) ASTM C-443 A-LOCK OR BOOT 2. The width of the trench plus 2 inches DETAIL C DETAIL D CONNECTION (WATERTIGHT SEAL) TABLE OF DIMENSION FOR CONCRETE BLOCKING I SIZE I TEE I PLUG w L T w D L T w 18" 12· 12• a· 18" 12• 18" • NOTES: 1. For tee with branch unequal to run use tee type kicker with D, L, and W dimensions the same as these for plug with same diameter as branch of tee, select "T" dimensions fram tee table under column headed by the size of the branch. 2. If exact size pipe blacking Is not shown use next larger size. CLASS I or II BMF::EBI - JN E'SEMflff QB ~'l'fAtJl'EO WP 6" CF. l'li.L SHH.L SE 90t.!OLY TM!Pel> rtf'SQIL. Cc.ASSES 1,11,111 PER SPECIFICA 110N II 90' BEND II 45' BEND II 22?" BEND II 11?' BEND II ALL I~ D L T w D L T w D L T w D L T w 1a• 24" 15" 24" a· 1a· 10· 12· a· 18" 10· 12· 8" 1a· 10· 1a· Dw~ 6'" 2• 6x6 3. Depth "d" may be greater than specified to allow working space. Blocking must be placed against undisturbed earth or rock. 4. Concrete blocking shall be class "B". 5. These dimensions are minimums based an 100 psi working line pressures and 2000 psf soil bearing capacity the dimensions shall be recalculated by the engineer. 6. Steel Plate and Sch. 40 Pipe 3,000 psi and 30,000 psi Concrete, Compressive Strengths. 7. All Fittings Shall be Wrapped in 8 Mil LDPE and Taped off to Inlet and Outlet piping. THRUST BLOCKING DETAILS NTS AllOWASl.£ 'i!AXIIIIUM WIO'lit ,;, TRENCH AT l\lP CF R PIP > fl!'CK-BI I - iN 5If!FFD5 Al LtY3 -OR P'IYJNti !PUS: e• LAYERS s«.JClY COMPA¢Tm TC Mt; PRO:CTOR-MS{f(l T-il9 ~ W,!:.J!<,™l- ~ACTED TO 1ooiPiwcTOR~ 1'91}, Cl.ASS I or II PER SPECIF!CA 110 CLASS I or Ii RUBBER RING CLASS A CONCRETE PER ASTM C-923 STANDARD PRECAST MANHOLE DETAIL NEW SOIL FILL TO ADJUST NEW EDGE TO EXISTING GRADE. TYP. NO SCALE . . 1" • IO I ' 24 11 NEW ASPHALT WHERE NEC'Y (REF. PLAN VIEW) SAW CUTTING IS REQ'D PRIOR TO ANY PAVEMENT REMOVAL -i}·~,....l~.--.-.~.-~-.~.~.-~~-~1999s:i@<r"'=::::::::~ d EXIST. PAVEMENT UNDISTURBED. (CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL DAMAGE TO EXISTING SURFACES DURING TIHE CONSTRUCTION . d . . .. • .. .. • ' 4 - .... NEW CONCRETE CURE 'lrliERE NEC'Y 31" • /'~\~\/} ' OF TIHIS PROJECT) ' tENGINEER APPROVED SUB-BASE REQ'D COMBINED CONCRETE CURB AND GUTTER DETAIL NO SCALE NEW 6" CONCRETE PAD AROUND VALVE VAULT AND WET WELL. SEE SHEET 4. EXISTING WELL PIPE CASING TO BE ABANDONED ANJ REMOVED TO DEPTrl OF NEW LIFT STATION (BY OTHERS) NEW LIFT STATION PROPOSED ELECTRICAL EQUIPMENT, SEE ELECTRICAL PLAN FOR MORE INFORMATION. PIPE TRENCH REQUIREMENTS FIELD VERIFY EXACT ROUTE OF UNDERGROUND ELECTRIC SERVICE DURING CONSTRUCTION NO SCALE DEBRIS CAP REQ'D ON ALL EXTERIOR VALVE BOXES EXISTING GRADE VALVE STEM '(AS REQ'D) VALVE BOX ALIGNER POSI-CAP OR EQUAL NEW 6" FORCE MAIN CONTRACTOR TO REMOVE MIN. 1O' OF EXISTING SHRUB/BRUSH DURING CONSTRUCTION TO INSTALL PROPOSED UTILITIES AS SHOWN, SEE ELECTRICAL PLAN FOR MORE INFORMATION. Ji,_____ _ EXISTING STRUCTURE TO BE REMOVED BY OTHERS / EXISTING PRIMARY OHE-GHE--~-Elhlf-- OVERHEAD TO REMAIN 9/1£ -0/,/£--=-0HE,, - o...Oill;-OHE APP,R-o-:HE-oHE-- EP - -GAS' ·:-c-,<;s ·c;-AS=-- ___ - - - - - -~- Vi',-- - - "-'c;;\~-- ----- 0 -GA-s--- - - - - --- GAs-- - - - ---G-A-- CL P - s -- ---------------· Rdwy lym - - - -=::-:::: ~s--- -------- OUfh • G C::-::::-:::. ADJUSTABLE VALVE BOX NTS CORE HOLE (SIZE PER MANUFACTURER'S RECOMMENDATION) AND INSTALL NEW 6" PRESS-SEAL PSX: DIRECT DRIVE 16y PSX: DD BOOT. NEW 6" FORCE MAIN TO EXTEND INTO MANHOLE AND DISCHARGE INTO EXISTING FILLETED FLOW LINE AS SHOW\ AND SECURED WITH STAINLESS STEEL CLAMP. GRADE 6" ,.,~--c:---~-- ---. • ,! • > _.,._....:_~ 4~ .;-, ,., ' ',: \ / . "1 ~, \. \ ,··.·, ~~.... \ .\ /. ~ \ 4 \ I I ' ·' I •1 I • 4 1 \ I I.. -< I I. I I I ii.·./ \. ·\ I .,. I \ 4 \ / • / \. ·,:1 \ I., . '( \ . .,., I ./ \~, ', / ·; ' ~,, _.,,,/ ._,// ,. . / ', ,~--,--_-~- ~- ,,,,,. '1-.: ......_ .. f.:..-t=-- ±12" I I I J I I I I I I I I I SANITARY J,~-), ) SEWER - - FROM LIFT NO SCALE PLAN VIEW PRE-FORMED EXPANSION JOINT FILLER 6 x 6-10 x 10 WWF CENTERED @ MID DEPTIH L - 4"1 72" '\L__ TRANSVERSE JOINT (TO MATCH EXISTING) PLAN MIN. 6" COMPACTED BASE PER SPECIFICATlONS l -- -- -- -- -- __l SECTION SIDEWALK REPLACEMENT DETAIL NOTE: NO SCALE 1. TRANSVERSE JOINTS SHALL BE CUT WITIH A JOINTER HAVING A RADIUS OF 1/4" CRISPIN VALVE MODEL No. USL20B COMBINATION AUTOMATIC AIR RELEASE VALVE FOR SEWAGE. ALL EXTERNAL BOLTS AND NUTS SHALL BE STAINLESS STEEL. NEENAH TYPE R-1780-A MANHOLE FRAME AND TYPE "B" LID WITH GASKETED SEALS AND CANCELED PICK HOLE OR EQUAL. ~,--- 1" BALL VALVE (BRONZE) ------------!?_8_!!_~ Trail EP ------- MECHANICAL JOINT PLUG VALVE N-12 30" I.D. P.V.C. PIT-----.._ Cc? -- " ffl/--\\ ~~----w--~~---- ENGINEER APPROVED GRANULAR FILL --:.;;·:,'o'1,,. FORCE MAIN .. ~.·· --~t..;t'Xf --------Ht-Fi=~r'Fl·tH------ MECHANICAL JOINT RESTRAINING GLAND, TYP :t--- CONCRETE SUPPORT PAD » ' PLUG VALVE AND BOX NO SCALE -- -- -- ---- ---- -- -- EXI STI::- 1::I. 7--.. ::--:.:_---=----=--..: WATER MAIN ()1---~-1:-'~-, ..c. 1 :=-~-:-T_IO_N_S_IT_E_P_L_A_N_ . l,1/ //Ji t-i // i/ I 1(),/ II 2" PVC OR HDPC: PIPING LAID ON ""-' A POSITIVE SLOPE FROM FORCE i CRISPIN VALVE MODEL No. USL20B COMBINATION AUTOMATIC AIR RELEASE VALVE FOR SEWAGE. ALL EXTERNAL BOLTS AND NUTS SHALL BE STAINLESS STEEL. &,--- 1" BALL VALVE (BRONZE) MAIN TO AIR RELEASE VALVE 1 i , " T lTJb NOTE: :~R;ED~P~~ ~~A1tc~~~gg::D 2 CORPORATION S OP~i=.------- -~ AIR RELEASE VALVE. FORCE MAIN ----© 2" BALL VALVE (BRONZE) SECTION AIR RELEASE VALVE DETAIL NOT TO SCALE REVISIONS BID SET 02020 Midwestern Engir.ccn,. Inc. 80'1 West Broadw:1y Slr;ict P.O. Ro]; 295 Luoguolee. Indimw 4755:'l DATE FEBRUARY,2020 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK * PROJECT NUMBER 2019102-00 6 06 OF 7 I FlLE NUMBER 39838 I Do Not Use Plan Previews for Take Off