Midwestern Engineers, Inc. Plan Preview

� 0 � 0 0 0 0 ;:;, � I 0 0 u , z 0 �o �8 • " li �;I;., ;s "71 Nm 0� o - " �N 0 '- ;;,;� - Iii �� - - '- �� - " - '1 �� s � ,_,o ,: rU � zZ 0�1 - C � Ill 5� :i: - " 0 •• , " -� MANHOLE FRAME & COVER: ASTM A-48, LATEST EDffiON, CLASS 35 WITH 24" DIAMETER FRAME. IN TRAFFIC AREAS: 7" MIN. HGT., EQUAL TO EAST JORDAN 1022 OR EQUAL WITH HEAVY DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT HOLES. (SET LID FLUSH WITH FINISHED STREET SURFACE). IN NON-TRAFFIC AREAS: 7" HGT., EQUAL TO EAST JORDAN 1022 WITH MEDIUM DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LJFT HOLES. SET TOP 2" ABOVE GRADE (AFTER EARTH SETTLEMENT). BUTYL FILLER STRJP GRADING RINGS: SEE SHEET WW-06 FOR GRADING RING NOTES PRECAST CONE AND RISER SECTIONS: ASTM C-478, 4000 P.SJ . CONCRETE. JOINTS: SEAL BETWEEN CASTING AND EACH RING MINIMUM SIZE 3/4" PREFORMED BUTYL RUBBER SEALANT MEETING ASTM C-990. PRIME EXTERIOR OF JOINTS WITH BITUMINOUS PRIMER PRIOR TO WRAPPING. ALL JOINTS SHALL HAVE EXTERIOR JOINT WRAP MEmNG THE REQUIREMENTS OF ASTM C-877, MINIMUM 6" WRAP. IN INSTANCES WHERE JOINT IS BELOW WATER TABLE, JOINT SHALL BE SEALED WITH A CONTROLLED EXPANSION WATER SEAL EQUAL TO CONSEAL CS-231. PRECAST BASE SECTION: BASE SECTION WITH RESILIENT PIPE TO MANHOLE CONNECTOR MEmNG ASTM C-923. SMOOTH INVERT CHANNELS SHALL BE SHAPED TO A DEPTH OF A FULL INSIDE PIPE DIAMETER. THE MANHOLE BENCH SHALL SLOPE TOWARD THE CHANNEL AT A 12:1 SLOPE. THE MANHOLE BASE SECTION SHALL BE PLACED ON A #5 OR #8 STONE BASE WITH A MINIMUM COMPACTED DEPTH OF 6". THE STONE BASE SHALL OVERHANG THE BASE SECTION BY A MINIMUM OF 6". j N I m1mum 1pe Deflection Angle 48"¢ Structure 6" (MIN) #S OR #B STONE BASE NOTE: UNPAVED AREAS ,- PAVED AREAS 0/)1/>,>". ' 0 5" 24" NOTE: NO STEPS TO BE INCLUDED. 48" DIA. ., 5" >------------1• "'I---'-- 12 • �:� � ,: " N � "' V, z 0 V, Pipe Size 15" 18" 2 4 " 1. ALL MANHOLE LIDS SHALL BEAR "SANITARY SEWER" MOLDED INTO THE EXTERIOR SURFACE. c;; • z 0 2. WATERTIGHT CASTINGS EQUAL TO El 1022-WT WITH GASKET AND BOLT DOWN LIDS REQUIRED AS NOTED, N01£: L ANGLo SHOWN IS FOR MIN. llEGR�ES BfiTWEEN CENTERLINES ()F PIPES, 'f11E DEGREES ARE ilASoD ON THE HOLE SIZE FOR EACH PlPE INCLUb!NG (;" MIN CONCRETE BElvVEEN HOLES. 3. 4, ALL PRECAST CONCRETE SHALL CONTAIN WATERPROOFING ADDffiVE, XYPEX OR EQUIVALENT. ALL PRECAST CONCRETE FOR FORCE MAIN RECEIVING MANHOLES AND ALL NEW MANHOLES WITHIN 500 FEET UPSTREAM OR DOWNSTREAM OF THE RECEIVfNG MANHOLE SHALL CONTAIN ANTl•GORROSION ADbmvil, CONSHIELD OR EQUIVALENT, S. tf JS UP fi'l THE EWllU RlaVl6WER TO DiarERMINE iF ECCENTRIC OR CONCENTRIC ls ALLDWE:D. 6, REMDTg AREA£ REQUIRE FRAME/CASTIN� TO llE MINIMUM 12" ABOVE GROUND WITH MARKER POLE, 7, RtFER fO WW-ifJ FOR BENGH OITAIL 8. ALL OPENINGS fO HAVE WATERfIClHT RESILIENT SEAL lloot OR GASKIT. 9, iF VENT REQUIRED, ADD PER DETAIL QN WW 0 lL MANHOLE FRAME & COVER: ASTM A-48, LATEST EDffiON, CLASS 35 WITH 24" DIAMETER FRAME. IN TRAFAC AREAS: 7" MIN. HGT., EQUAL TO EAST JORDAN 1022 OR EQUAL WITH HEAVY DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT HOLES. (SET LID FLUSH WITH FINISHED STREET SURFACE). IN NON-TRAFFIC AREAS: 7" HGT., EQUAL TO EAST JORDAN 1022 WITH MEDIUM DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT" HOLES. SET TOP 2" ABOVE GRADE (AFTER EARTH SETTLEMENT). CONCRETE GRADING RINGS: SEE SHEET WW-06 FOR GRADING RING NOTES PRECAST FLAT TOP AND RISER SECTIONS: ASTM C-478, 4000 P.SJ . CONCRETE. JOINTS: SEAL BETWEEN CASTING AND EACH RING MINIMUM SIZE 3/4" PREFORMED BUTYL RUBBER SEALANT MEETING ASTM C-990. PRIME EXTERIOR OF JOINTS WITH BITUMINOUS PRIMER PRIOR TO WRAPPING. ALL JOINTS SHALL HAVE EXTERIOR JOINT WRAP MEETING THE REQUIREMENTS OF ASTM C-877, MINIMUM 6" WRAP. IN INSTANCES WHERE JOINT IS BELOW WATER TABLE, JOINT SHALL BE A CONTROLLED EXPANSION WATER SEAL EQUAL TO CONSEAL CS-231. PRECAST BASE SECTION: BASE SECTION WITH RESILIENT PIPE TO MANHOLE CONNECTOR MEETING ASTM C-923. SMOOTH INVERT CHANNELS SHALL SE SHAPED TO A DEPTH OF A FULL INSIDE PIPE DIAMETER. THE MANHOLE SHELF SHALL SLOPE TOWARD THE CHANNEL AT A 12:1 SLOPE. THE MANHOLE BASE SECTION SHALL BE PLACED ON A #5 OR #8 STONE BASE WITH A MINIMUM COMPACTED DEPTH OF 6". THE STONE BASE SHALL OVERHANG THE BASE SECTION BY A MINIMUM OF 6". • UNPAVED AREAS • , PAVED AREAS 0 I . 24" DIA. • NOTE: NO STEPS TO BE INCLUDED. 48" DIA. 12" 6" (MIN) " d o 0 j #5 OR #8 STONE BASE NOTE: 1. ALL MANHOLE LIDS SHALL BEAR "SANITARY SEWER" MOLDED INTO THE EXTERIOR SURFACE. 2. WATERTIGHT CASTINGS EQUAL TO El 1022-WT CASKETED AND BOLT DOWN LIDS REQUIRED AS NOTED. 3. ALL PRECAST CONCRETE SHALL CONTAIN WATERPROOFING ADDffiVE, XYPEX OR EQUIVALENT. 4. ALL PRECAST CONCRETE FOR FORCE MAIN RECEIVING MANHOLES AND ALL NEW MANHOLES WITHIN 500 FEET UPSTREAM OR DOWNSTREAM Of THE RECEIVING MANHOLE SHALL CONTAIN ANTI-CORROSION ADDITIVE, CONSHIELD OR EQUIVALENT, 5, IT IS UP TO TH6 EWSU REV!EWaR TO OITERMINE WHEN THE FLAT iOP MANHOLe CAN B� USED IN PLAC� OF A STANDARD MANHOLE, 6. BONDING AGENT ON PRECAoT SECTION WHERE CAST-IN-PLACE TO BE IN CONTACT. 7. LARGER OPENINGS MAY BE REQUIRED FOR LARGER DIAMETER BARREL MANHOLE SECTIONS. STANDARD PRECAST CONCRETE 48" MANHOLE NOTTO SCALE STANDARD PRECAST FLAT TOP MANHOLE (4) 1" DIA HOLES ON 32 3/4" DU\ BOLT CIRCLE 0 Z St,Ol EAST JORDAN IRON WORKS APPLY CONCRETE BONDING AGENT TO BOTTOM OF FRAME FRAME SECTION FORM AND FILL WITIH NON-SHRINK GROUT (VIBRATE IN PLACE) BUTYL MASTIC FILLER STRIP (TYP.) PRECAST CONCRETE ADJUSTMENT RING BUTYL MASTIC 111---- ---- �ll� FILLER STRIP (TYP.) FLEXIBLE FORMS 5" TYP. TOP OF CONE SECTION NOTTO SCALE ... � SECURE NUT TOP OF CONE SECTIOr./ t I� IEWIEl&I CONE SECTION 5" MANHOLE COVER CONE SECTION INSTALLATION DETAIL FOR FRAMES AND COVERS BOLTED MANHOLE COVER NOTE: L 2. 3. 4. 5. 6. MANHOLE FRAME & COVER TO BE ASTM A-48, LATEST EDffiON, CLASS 35 WITH 24" DIAMETER FRAME. IN TRAFFIC AREAS, 7" MINIMUM HEIGHT., EQUAL TO EAST JORDAN 1022 OR EQUAL WITH HEAVY DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFTHOLES. (SET LID FLUSH WITH FINISHED STREET SURFACE). IN NON-TRAFFIC AREAS, 7" HEIGHT, EQUAL TO EAST JORDAN 1022 WITH MEDIUM DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT" HOLES. SET TOP 2" ABOVE GRADE (AFTER EARTH SETTLEMENT). APPROVED WATER SEALANT REQUIRED AT ALL JOINTS. STAINLESS STEEL REQUIRED FOR ALL HARDWARE AND FASTENERS. INSTALLATION DETAIL FOR SLOPE ADJUSTMENT NOTE: L APPROVED WATER SEALANT REQUIRED AT ALL JOINTS. 2. WATERTIGHT MANHOLE FRAME MODE #104SZ BY EAST JORDAN IRON WORKS, INC OR EQUIVALENT. 3. STAINLESS STEEL REQUIRED FOR ALL HARDWARE AND FASTENERS. 4. SOLT DOWN MANHOLE FRAME AND COVER SHALL BE IN FLOODPLAIN AREAS OR AT DIRECTION OF EWSU REVIEWER. - 0 N N V, 0 V, t;: ,,_ a: 0 M' a: N' > �- - 0 0 z 0 z - 0 MANHOLE CASTING & COVER SEAL BETWEEN CASTING AND EACH RING MINIMUM SIZE 3/4 PREFORMED BUTYL RUBBER SEALANT MEmNG ASTM C-990 ALL JOINTS SHALL HAVE EXTERIOR JOINT WRAP � MEffiNG THE REQUIREMENTS OF ASTM C-877 (PRIME EXTERIOR OF JOINTS WITH BITUMINOUS PRIMER PRIOR TO WRAPPING) GRADING RINGS ONE OR TWO RINGS (AT LEAST 1 GRADE RING MUST BE USED) 3"-6", HEIGHTS CASTING ADJUSTMENT 7" d 0 0 , • • ' ·.! ' 0 0 ,, ' ' 0 0 ' 0 ' 0 NOTE: 1. SYNTHmc OR CONCRETE GRADE RINGS ALLOWED. 7" GRADE RING 2. SYNTHmc RINGS SHALL BE CRETEX PRO RINGS OR APPROVED EQUAL. 3. SYNTHmC RINGS SHALL BE 2" MAXIMUM. 3" AND GREATER USE CONCRETE, 4, CONCRETE GRADE RINGS SHALL HAVE A MINIMUM STRENGTH: 4,500 PSI AT 28 DAYS, 5. CONCRETE RINGS SHALL BE 3"-6", 6. PRECAST GRADE RINGS SHALL CONTAIN WATER PROOFING ADDffiVE, XYPlaX OR tQU!VALENT, 7, RINGS SHALL BE ALIGNtD VcRTICALLY AND CORReCTED IF OFFSET BlaYOND 1/2", 8, RISER RINGS SHALL BE FRE" OF DEFectS AT INSTALLATION AND WARRANT'l 1NSPeC110N. 9, ALL PRECAST CONCRETE FOR FORCE MAIN RECE'!VING MANHOLES AND ALL NEW MANHOLES WITHIN 500 FEET UPSTREAM OR DOWNSTREAM OF THE RECEIVING MANHOLE SHALL CONTAIN ANTI-CORROSION ADDffiVE, CONSHIELD OR EQUIVALENT, 10.SEE SEWER SPEC AS NEEDED. GRADE RINGS ,.. .,.. .. STANDARD CASTING ADJUSTMENT AND GRADE RINGS NOTTO SCALE 0 N PRECAST CONCRETE MANHOLE CONE (4) 1/2" BOLTS ON A 23 9/16"0 B.C. (4) 1/2" BOLTS ON A 23 9/16"0 B.C. (2) EPIC PICKBARS S/8" THREADED ROD STAINLESS STEEL BUTYL MASTIC FILLER STRIP (TYP.) PRECAST CONCRETE ADJUSTMENT RING ROD TO BE FIRMLY SECURED BY WEDGE ANCHOR OR EPOXY 2 4 " FRAME SECTION SECURE NUT TOP OF C:ONESEcnor.i CONE t SECTION INSTALLATION DETAIL FOR FRAMES AND COVERS 5/8" THREADED ROD STAINLESS STEEL APPLY CONCRETE BONDING AGENT TO BOTTOM OF FRAME ROD TO BE FIRMLY SECURED BY WEDGE ANCHOR OR EPOXY TOP F CONESECTION SECTION FORM AND FILL WITIH NON-SHRINK GROUT H1-'l-.: I _ v _ 1BRATE IN PLACE) BUTYL MASTIC FILLER STRIP (TYP.) FLEXIBLE FORMS INSTALLATION DETAIL FOR SLOPE ADJUSTMENT e -,i ., BOLT DOWN MANHOLE FRAME TYPICALLY USED IN REMOTE UNDEVELOPED OR ELEVATED AREAS, ETC. BOLT DOWN FRAME BOLT DOWN MANHOLE FRAME AND COVER NOTTO SCALE NOTTO SCALE TYPICAL DETAILS • u C: - f- z w 0:: 2 WW � z f- > o�� � (/) w Q_ > f- 2 (/) - 0 0 <t: 2 0 "" z (I) s w :, ::i - f- (j (/) w (/) z wQ > ('.) >- i'.= f- <t: (/) �o z 0:: z 0:: :::, ::i <t: w �,-l 0 0 0:: f- u U O <t: � z >- 2 s i= 0 "" 0:: 0:: 0 f- 0 z >« z f- <{ ::i (/) - f-< 0 _z 00 I--< u <t: u 0 f- a:: trl REVISIONS BID SET C 2024 Midwescern Engineer.,. Inc. 802 West Broadwav $tn,et P.O. 80� 295 Loogootee, Indiana 47553 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRKi:'BDH Q.C. CHECK RAB PROJECT NUMBER 2022038-04 25 25 OF 48 I FILE NUMBER I 43903 Do Not Use Plan Previews for Take Off