Midwestern Engineers, Inc. Plan Preview

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SEE SURF A CE REST O RATI O N SPECIFICATI O NS A ND DET A ILS P A VEMENT (SE E SURF A CE REST O RATI O N SPECIFICATI O NS A ND DETAILS) '- -:7 -FINAL BACKFILL (PER STREET JURISDICTION REQUIREMENT) m 3: OJ .,, m­ o .,, 3:m m INffiAL BACKFILL (PER ST REET JURISDICTI O N REQUIR E MENT) H A UNCH T O SPRINGLINE (M A NU A LLY H A ND T A MPED O R W A LKED IN # 5 O R #8 CRUSHED ST O NE) PIP E BEDDING SH A LL BE O .D./2 O R (6" MIN. #5 O R #8 CRUSH E D ST O NE) SPRINGLINE OF PIPE TRENCH BOTTOM ( O R F O UND A TI O N) A S REQUIRED NOTE: L OSHA TRENCH SAFETY REQUIREMENTS SHALL BE FOLL O WED WITH A LL TRENCH EXC A VATI O N. 2, PAVEMENT D O ES NOT INCLUDE SIDEWALKS A ND DRIVEW A YS, EXISTING GRADE ,·1 / : 1. 1;, ' . . ' , , \ \ V \ \ V BELL IS BEL O W THE SURF A C E O F THE BEDDING (MIN. OF S" O F BEDDING BEL O W BELL) SEE SURF A CE RE STO RATI O N SPECIFICATIONS AND DET A ILS FINAL BACKFILL !NffiAL BACKFILL HAUNCH TO SPRINGLINE (MANUALLY HAND TAMPED OR W A LKED IN # S OR #8 CRUSHED ST O N E ) PIPE BEDDING SH A LL B E O .D./2 O R (6" MIN. C O MP A CTED # S O R # 8 CRUSHED ST O NE) SPRINGUNE OF PIPE TR E NCH B O TT O M ( O R F O UND A TI O N) A ND T O P S O IL REQUIREMENTS A S REQUIRED NOTE: 1. O SH A TR E NCH S A FETY REQUIREMENTS SH A LL BE F O LL O WED WITH A LL TRENCH EXC A V A TION. 2. INITI A L B A CKFILL: SUIT A BLE EXC A VATED M A TERIAL MAY BE USED, C O MPACTED AS SPECIFIED. 3. FINAL B A CKFILL: SUIT AB LE EXC A V A TED MATERIAL MAY BE USED, C O MPACTED A S SPECIFIED. 4. ALL SUITABLE EXCAV A TED MATERIAL SH A LL BE FREE O F R O CKS O F MORE THAN TW O INCHES IN DIAMETER, C O NCRETE, R O OTS, STUMPS, TRASH, FR 0 2EN M A TERIALS, O R OTHER SIMILAR MATERIAL. UNPAVED AREAS I PAVED AREAS T O P S O IL INSTALL BACKFILL UNIFORMLY AROUND EXTERIOR OF MANHOLE • A CCEPTABLE EXCAV A TED M A TERIAL, UNIFORM IN NATURE, FREE FROM ORGANIC MATERIAL AND STONES LARGER THAN 2 INCH, COMPACTED AS SPECIFIED 12" PIPE EMBEDMENT >� i·�:-.<.: • OR WITHIN 5' OF PAVED AREA � . :::::.. .- ·:�<<-<� i- ' +- -=="M� A � N cc H cc O "c LE "= =cc---1-t ' • i . ,O\ (SEE M A NH O LE DET A ILS) . �'. -�- P A V E MENT BACKFILL AND COMPACTION PER ROADWAY JURISDICTION REQUIREMENTS #5 OR #8 ROCK BACKFILL 6" (MIN) # 5 O R #8 ST O NE B A SE RIGID SANITARY SEWER PIPE BEDDING AND RIGID SANITARY SEWER PIPE BEDDING AND STANDARD MANHOLE � - - . -- - - - . - - - - -- -- - -- - - - BACKFILL WIT}{IN S' OF, __OR UNDER J?AYSMENT BACKFILL MORE THAN S' FROM PAVEMENT BACKFILL DETAIL NOTTOSCA&E CR O SSING INTERSECTI O N E XISTING W A TER LINE � NOTE: 1. CR O SSING SH A LL BE A RRANGED S O TH A T SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM W A TER LINE J O INTS. 2. CR O SSING MUST BE M A DE A T A MINIMUM O F 45 DEGREES MEASURED FROM THE CENTER LINES OF THE MAINS. NOTE: ALL OF THE FOLLOWING MUST BE MET L THE SANITARY SEWER AND WATER MAIN ARE NOT IN CONTACT. PROPOSED SANITARY SEWER 1 8 " MIN. CLEARANCE (SE E N O T E S F O R EXCEPTI O NS) PROPOSED SANITARY SEWER 10' CLEARA N CE MIN. NQTTO $GA·' UNP A VED A REAS 2. THE S A NIT A RY SEWER M A T E RI A L IS PVC SDR-21 O R PVC C900 6.. (MIN.) ' . , MANHOLE (SEE MANHOLE DETAILS SHEET WW-01-WW-03,WW-05) 12 1 P A VED A RE A S OR WITHIN 5' TOP S O IL IN STA LL B A CKFILL UNIF O RMLY A R O UND EXTERI O R O F M A NH O LE ACCEPTABLE EXCAVATED MATERIAL, UNIF O RM IN N A TURE, FREE FROM ORGANIC MATERIAL AND STONES LARGER THAN 2 INCH, C O MP A CTED A S SPECIFIED NQTTO $GAL/!, UNP A VED A RE A S FOR ALL INSTANCES WHERE HORIZONTAL OR VERTICAL CLEA ��:::���:t1:�:;;;:-lli�;;;- --------------- \ - t-f ' 7-?:< � ----- t --------------...!!_ # .c_ S _':'. 0 '.':'. R _:: # � 8 .: ST � O ::" N 'l_: E :..' B :' A ": 5 ':_ E _.2:'.� ���=== :'.'::1:".:= == ==:l- --------------- - 3. THE SANITARY SEWER MEETS ALL PRESSURE TESTING , A"- -- . REQUIREMENTS OF WATER MAIN. :-...._'""-"\ 4. THE S A NIT A RY SEWER A ND W A TER M A IN A RE LAID O N � Y/V/ yf"'\ SEPARATE TRENCH SHELVES. � // '- '-, /\..__Y 5. ANY SANITARY SEWER JOINTS ARE A COMPRESSION TYPE JOINT "-, '""' / TH A T A RE PLACED EQUIDI STA NTLY FR O M THE W A TER M A IN. V/V/'- EXISTI N G 6. IF 80TH PRESSURE PIPES, EXCEPTI O N T O 18" CR O SSING. / <'('\('/ W A TER UN E PROPSED SANITARY SEWER AND EXISTING WATER LINE CROSSING NOTTO SCALE NOTE: 1. OPENING SHALL BE LOCATED OUTSIDE AREAS OF STANDING/FLOWING WATER. 2. ANY PIPE ENTERING REQUIRES 12" PIPE EMBEDMENT AND 6" STONE BASE. 3. MAX 12" LINE ENTERING OR LEAVING STRUCTURE. 4, FLAT TOPS MAY BE ALLOWED AT THE DISCRETION OF EWSU REVIEWER. 6" (MIN.) #5 OR #8 STONE BASE STANDARD SHALLOW MANHOLE AND BACKFILL DETAIL NOTTO SCALE PAVED AREAS OR WITHIN 5' c.-----· P A VEMENT BACKFILL AND COMPACTION PER RO A DW A Y JURISDICTION REQUIREMENTS TYPICAL DETAILS • u C - Cf) I- z w (l'. 2 WW � z I- > o�� � Cf) w 0.. E-, > I- 2 0 Cf) 04:2 0 0: z al s w C's :J . I- 0 Cf) w Cf) z > ('.) >- wO r:: I- 4: Cf) �o z (l'. z (l'. :J :J 4: w � ....i 0 0 (l'. I- u UO 4: fl; z >- 2 s f- 0 0: (l'. (l'. 0 " I- 0 z :>-, z I- 4: :J Cf) E-, o _ z uOO 4: I- u Ou (l'. w u REVlSIONS BID SET C 2024 Midwestern Engin�e,-s. In�. 802 We�I Broadway Sirce1 P.O. Box 295 Loogookc, Indiana 47553 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRKi'.'BDH Q,C. CHECK RAB PROJECT NUMBER 2022038-04 27 27 OF 48 I Fll.E NU.BER 43901 I Do Not Use Plan Previews for Take Off