Midwestern Engineers, Inc. Plan Preview

,o FINISHED GRADE (SLOPE TO PREVENT STORM DRAINAGE FROM ENTERING MANHOLE) ADJUSTING RINGS NOT TO EXCEED 12" TOTAL HGT . (INTERNAL CHIMNEY SEAL REQ'D) PRECAST CONG ECCENTRIC CONE W/ MIN 2" VERT WALLS AT TOP -'--i,---_,L MANHOLE FRAME AND LID (SET FLUSH WITH FINISHED GRADE UNLESS NOTE OTHERWISE) 5" MIN. J 4------:�:1- COPOLYMER POLYPROPYLENE .::. STEPS@ 16" O.C., (TYP.) TO W/1 24" OF BOTTOM SLAB 4'-0" MINIMUM -f.:+'---, -c-'- --f- PRECAST CONG. RISER PER ASTM C-478 EXTERIOR JOINT COLLAR (TYP EA JO I NT) Fill WITH NON-SHRINK GROUT BOTTOM PRECAST RISER NOTCHED AT FACTORY TO ACCOMMODATE EXISTING , SANITARY SEWER PIPE ------4+ - :: APPROVED ENGINEER FILL-----­ CONCRETE BENCH TO BE FORMED PRIOR TO REMOVING SEWER UNE CROWN. SLOPE 1" PER FOOT TO WALL, BENCH HEIGHT EQUAL TO 0.8 P!PE DIAMETER (MIN. CONG.STRENGTH OF 2500 psi) • .. GASKETED JOINT (TYP) ASTM C-443 NEW SEWER UNE CAST-IN-PLACE CONNECTION PIECE (CONNECTION SHALL BE WATERTIGHT) PRECAST OR POURED CONCRETE BASE PLACED ON UNDISTURBED SOIL OR 6" COMPACTED GRANULAR MATERIAL. (MIN.CONCRETE STRENGTH OF 3000psi) MANHOLE OVER EXISTING SEWER PIPE DETAIL N EW GR O U T BE N CH 1------EXISTING SEWER PIPE NEW 48" STANDARD MANHOLE (VERIFY PIPE SIZES PRIOR TO ORDERING) ---FORM CHANNEL IN GROUT BASE T O DIRECT FL O W TO STRUC T UR E EFFLUE NT SAND BACKFILL PLACED TO PROVIDE A MINIMUM COVER OF 8� ABOVE PIPE "A" "A" L __,_ (lf\()Ut fQ FORM BENCH WALL@-->f'\a--1 )t" l'�R l'f 'rO TOI' OF Pli'E: RUBBERIZIW BOOT PIP• s.Aum RE(l'D, TYi'. ,____ - GROUf FILL OPENINtl ARQUND EXl�TING i'IPil; 'rVi'itlAl 0 PLAN VIEW NEW PRECAST DOGHOUSE MANHOLE NOT Td SCALE NOT E S· 1. FOR ALL MA N H O L E S 6'-0" O R L E SS I N D E PTH - PRO V IDE RISER WITH FLAT T O P I N LIEU O F ECC ENT RIC C ON E I N A CC O RDANC E WI T H AS T M C-478 O F THE O U T L E T PIP E 2. T HE CR O WN O F THE INF L UE NT PIP E SHALL BE A T O R AB OVE T H E CR O WN 4" OF SAND OR 8" OF NATIVE SOIL ( I F APPROVED BY ENG I NEER) 3. DR O P MA N H O L E S SHALL BE USED WHE N EVER T H E DIS T ANC E FR O M T H E I NV ER T O F T HE I N C O MI N G L I NE A N D B O TI O M O F MA N HOLE IS GR E AT E R THAN TWO F EET . TRACER WIRE WHERE APPLICABLE 4" OF SAND OR 8" OF NATIVE SOIL (IF APPROVED BY ENGINEER) �-- 6" PVC CLEANOUT CAP ( T HREADED) EXIS T I N G GRADE z 0 _,,_�T'°="E�;F'===f"'=;"=:-:;�==!;� 3 � == �t i== � E ; L � E � V ; A � T � ION V ARIES w�Q- 1 1 - 1 - 1 •11 1 ·II� fl=-'I I !_I ll 1 1 1 1 1 1 1 1 11' 1 1 � [/) (I) 1-- [/) ' ,_ ,- - ,_ ' iY 0:: w - -, ,_, - - - ' owf-Z(l)ll'.'. :::iwz <( 0 -> zOo.. <( w<( J-­ w� u � ....Jwo::8. 0 O'. 0 I� BACKFI L L WITH E N GI NEE R BACKFILL WITH ENGINEER 1-- APPR O VED C O MPACTED MATERIAL FOR UNPAVED AREAS APPR OVE D C O MPACTED - ----' MA T ERIAL F O R U N PAVED AREAS 1----- 6" PVC 45 ° BEND 8" x 6" PVC WYE ----� ,,4----� 6" PVC SP OOL PIECE (LENGTH V ARI E S) FL O W .. '--� DUCTILE IRON PIPE J MIN. 12" OF 8" PVC SPOOL PIECE FLANGE ADAPTER 8" PVC WYE END CAP J----- GRANULAR BACKFILL MATERIAL FOR PIPE BEDDING (S EE SPECIFICATIO N S) 0 CLEANOUT DETAIL NOT TO SCALE D OO R REINF O RCING SLAM L O CK 1/4" DIAMOND LIFT C O V E R RED VINYL GRIP LIF T I N G M E CH AN ISM H O USI N G CONT. CONCRETE ANCHOR - -�. / / I 1---- ALUMINUM ACCESS HATCH COVER "HALLIDAY" PRODUCTS OR EQUAL 6 ,. • • • •· SIZE PER PLANS ARM A N D C O VER RELEASE 1--1--- - - AUTOMATIC HOLD-OPEN . • • . ,:] .. -· SINGLE LEAF ACCESS HATCH DETAIL NOT TO SCALE 32" C ON CEALED PICK H O LE " N EE N AH" f'OUNORY R-1610,A FRAMe ANO CO V ER 1/VltH "SEll'-$iaALING" A PPLICATIO N OR ao lltl�O�� ' ------=- - 22" ' .� :s 3 APPRQVcD EQUAL � - ��lq DDD[HJG i:rn o Ei El a b _-:__ :- G ,;,i o §i i;i a ts:; io " ' �p _, ,. ,,. '"' --- . r:Lan VIEW -� 1-. 20' 1 .I 32 1 ' SECTION VIEW' STANDARD MANHOLE FRAME AND COVER DETAIL U N DISTURBED SOIL, TYP. (VAR I ES) __________________ ] ---- , ' NOT TO SCALE NEW SOIL FILL TO A DJUST N EW EDGE TO EXISTI N G GRADE. TYP, M A TCH EXIST, SLOPE ' ,/ '-: .,._·-,-+,-�-,,-,,,-,,.-,,::-.:;,_�-,,,_._---.,---1_ ,//))/2� , ,: ,: �t N '�) ·�N1i�EER APPROVED SUB-BASE REQ'D • 4 • • ' • • • • • ' N EW CO N C. SIDEWALK REPAIR TO MATCH WIDTH, DEPTH A N D SLOPE OF EXIST. SIDEW A LK PRIOR TO CO N STRUCTIO N . TYPICAL SIDEWALK REPLACEMENT DETAIL NOT TO SCALE r EXISTING GR A DE EXIS T ING GRADE .. ROCK EXCAVATION & NON-GRANULAR BACK FILL ROCK EXCAVATION & GRANULAR BACK FILL ����*f �;s"'.';f' ---� __ _ __--,-,,r,--L____ 1��� 'le<, c<� " v:«: «-" ' '-::.,., > y/ '/' --------� � / . -;(/\/ NATIVE SOIL BACK FILL� / ) � - TRACER WIRE :--:� / ,:(' WHERE APPLICABLE BACK FILL CONSOLIDATED '·«'-// � TO TOP OF PIPE ;,;,°":-/' >;y, V�, -, - I "·.(". ��-[' " - -I ,,� »:-1=, =I»'./ /..-:(� _, ,- -, -_ :«'.'Y' FLAT BOTIOM '.,',/�''>� //>«�>'?:'� TRENCH '-)'; /' /'»),A/)0)-'>:: i�'-. . // / /0 ,< \ ,/// -/· //j///':;, ' (','\,,.. '< ' . ' /.'.., '(/,' NO ROCK & NON-GRANULAR BACK FILL FORCE MAIN BEDDING DETAILS NO SCALE FILL R,.-, '// ''0 VALVE ST E M E XTENSIO N (AS REQ'D) ----J_ A DJUSTAB L E VAL V E BOX E NGINEER APPROVED GRANULAR FILL �, S E WER PIPE M E CHANICAL JOINT RESTRAINI N G GLAND,TYP -----1 18" PLUG VALVE VALVE SIDE VIEW (jJ ADJUSTABL E VA LVE B-OX TO GRADE VALVE RUN VIEW 18" PLUG VALVE DETAIL NOT TO SCALE �<: 1t----; ALUMI N UM ACCESS HATCH "HALLIDAY" S1 R3030 OR ENGINEER PRE-APPROVED \ EQUAL. 5 x -PIPE DIAMETER STRAIGHT LENGTH__ ---/1l',;----)..-� }x -PIPE DIAMETER STRAIGHT LENGTH___• ..____ TO FIRST CHANGE OF DIRECTION T� FIRST CHANGE OF DIRECTION � ��------r��-.!;:ll::::===:=- == "'"""'1�.:;-,.� �"')'� T' m!3- ITT� =11 1 1 ·- • h_=[' =1 "' ==� 1 1 c- ,b ;::: "" �-= -- :==----= "' � "" ;:-- 5 ·�"' = >r' _____ -ENGINEER APPROVED��, _,,,_, - - ,_, " 4 ..:/-� COMPACTED GRANULAR '-· - ,, ,,(:y > v BACKFILL PER SPECIFICATIONS \1�)'9: 6� -�- '/I %(.V(' 1-----13 PER UNDISTURBED SOIL��� "' 4 FILL ABOVE PIPE GROUT SEAL PIPE OPENING � � :-'\'�. 6 � " DETAIL ON SHEET C2.05 '.v_ ,,, , " ·-v,c,7-", ,,__ cflfC::::::tJ_ __! •• • • • 4 6 7 6 • 4 5 5 11 ..FLOW SLOPE GROU T TO 2" PIPE 6" OF #53 COMPACTED 0• � • 4 4 • • • --------------PIPE BEDDI N G PER DETAIL O N SHEE T C2,05 5 11 5 11 � S T ONE BASE----������I"' METAL SUPPORT BASE FOR M A GNETIC METER � '>'>'="'---2" PVC DRAIN PIPE TO PUMP STATION WET WELL 5 ITEM NUMBER 1 2 3 4 5 6 7 8 9 10 11 DESTINATION REMARKS 4 6 3 4 6 3 CD SECTION VIEW l---- -2" PVC DRAI N PIPE TO PUMP STATIO N WET WELL SLOPE GROUT TO 2" PIPE GROUT SEAL PIPE OPE N I N G • 0 PLAN _yJEW_ BELD_W -5LAB ;'/ l_ \\'--,�������� ',,,,,__ _ _ ____ / ------ - ------- PLAN VIEW@ GRADE 6 4 ALIJMiNUM AcGrfil!t HATCH "HALLIDAY" sHrlo:lO OR ENGINEER PRE-APPROVED EQUAL. 6 4 5 5 .. FLOW NEW MAGNETIC FLOW METERING STRUCTURE DETAIL MAG METER KEY INDEX PUMPING STATION PUMPING STATION ITEM 6" FORCE MAIN 18" FORCE MAIN DISCHARGE DISCHARG E ACCESS HATCH 36" X 36"" 36" X 36" MAG METER SIZE ,. 16"" MANHOLE STR. 4" DIA. 4· DIA. REDUCER SIZE 6" X 4" 18" X 16" PIPE DIA. 6" DIA. 18'" DIA PIPE DIA. 4" METERING SEGMENT 16" METERING SEGMENT METER SEGMENT PIPE INV. EL. 4" - 887".5'± 16'" · 887.00" T/SLAB El. 892'·6" 892'·6" 8/SLAB EL. 891'·0" 891"-0" FINISHED GRADE El. 892'·0"' 892'-0" CUTTING-IN SLEEVE - IF NEC'Y 0'-10" NA AERATION TANKS FILTERING EQUIPMENT SEE NOTE BELOW SEE NOTE BELOW NOTE: ENSURE METERS HAVE 5 x PIPE DIAMETERS STRAIGHT LENGTH UPSTREAM AND 3 x DOWNSTREAM OF METER LOCATION. NOT TO SCALE WET WEATHER TANK 12" TANK DRAIN SEE DETAIL 131 P2.06 �tv1s10Ns BID SET 02024 Midwes!crn Engineers. Inc. 802 w�,t Bro�dway Street P.O. Box 295 Loogootee. Indiana 47553 DATE MARCH 2024 DESIGN M,M,S_ DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 C2.05 1 5 OF 126 I FILE NUMBER I 44051 Do Not Use Plan Previews for Take Off