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HomeMy WebLinkAboutzS-3339SetE-+ a a, Q ° 4, o 0 W � C M" M. a I\ O - 1 0 N C, Lfl O Z�y• I z LL VJ LO� w J Q 0 :�t Q �Z w w vz (n Q Q O� 05 35 O ~ ~ z C I-it � Z V) Y CL m ® Q 3 Zu E- w a U �Q III Y 15 5yy �4 SW 1/4 OF SECTION 29, TOWNSHIP 23 N, RANGE 5 EAST, W.M. NOTEk W (SEE NOTE 4) LIMITS OF PIPE ZONE 1 RID LINPONLI 91PPORT M N FIAIIR6. DRAWING B AND COVER BACKFILL MATERIAL OLE 6' (SEE NOTE 5) z HAxo TRAP uxoul x MAMMAL 1 Z T.4 �AWNG BR29 NOTES: 1 KIND TT 9EODNG YAPEPoAL 10 95x 4AX DEM4TY CXCEPT DIRECTLY OYDT PPE. G CONCRETE CLASS G 11AxD lAw.oxLr. 12' MA TYENT (4" ANN.) 1. STEPS TO BE 3/4' •DEFORMED BAR GALVANIZED SAFETY (SEE NOTE 8) +. SEE 'p�,YVATON — RMPAR Tq 6 TNLRON DE SAMTARr SEWS SECRUI C7 O Ix STEPS OR EQUAL 2 STEPS ARE TO BE N PLACE BEFORE MANHOLE SECTIONS FOUNDATION LEVEL a T E STANDARD SPECF CTA WS FOR YRFNCH WDM w AND REIKWNOOPBOxS ARE INSTALLED. "- ` I B MWMa TxE WYW CONL:EIE 1WM 9Ult 9E /3 i(t -.a IC'. a ._ .'. �r TNI PPE ZONE x4L YE TIE ACTUAL WNMN "DIN EXCEPT FOR C ASS A Lu fiASKETED JOINTS 3. CAS7ING TO BE PER DRAWING EIR29. _r YAExp IAC161LL 91ALL CMEOIM CORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS lO BE OF REINFORCED PRECAST CONCRETE (0.A55 A DESIGN) iu s LARGCR gTxAMt" PER F00Y OFAPPEOIAILIER SHALL iX1T R ME c 5. ALL JOINTS SNAIL BE GROUTED. 3/4' DEFORMED BAR s. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR 5. SEE "ILODFIC MAMMAL FOR NIGD RPC- IN IsE AIM US S PM of 91ALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) NEW MANHOLE PER W (SEE NOTE 4) LIMITS OF PIPE ZONE STANDMO SPEOOCADONS FOR THE MAMMLL SPECIFICATIONS WITH A HIGH SOLOS URETHANE COATING: CONCRETE RISER BY PIPE INC.. PASSER MC- CONSEAL OR APPROVED EQUAL: STANDARDS BACKFILL MATERIAL —� T SEE 'EIEW 1G, MAMMAL FOR h XGAE PPE N NE AGGIECATES S.C1XN 6 7' MIN. OR APPROVED EQUAL COLOR OF COATING SHALL BE WHITE- 7. F COATI JOINTS BELL BE N CONFORMANCE (SEE N07E 5) 6' STANDARD SDEOF"PON FIR: THE YATENAL SPECSICAnD11S. MATH RUBBER ER G KETED & PPE MST ff ANCHORED IN SUM A MANER: AS TO EN9RE.FLOW IPM: 6 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE FOR RIGID PIPE PoAL ATNMTARED. tp DIAMETER OF THE LARGEST PIPE S ,r LRPU 9. CONNECTIONS KORTN SEUaBOOTS OR�APPROVED EQUALPK (SEE NOTE 6) �_ PIPE SIZE - 'E' 8 EEOONG 0.A55 EYOI 1 ADDER -SID. ALUMINUM NEW 8" FOUNDATION LEVEL OR GALVAwzED STEEL SEWER A RA0l90x CLASS A CLASS P: aAW C CLASS D CLAW F A PVC x CONIC. MANHOLE —J- - F,LQULETR 51EI.F 'A' 'e' 'C' b' > - ADAPTER (PVC PIPE ONLY) (CLASS B. C. D. DESIGN) 1pN SIT" NIN 48' 6' MIN. C. 24' MIN. 21' I.D. CUT OUT EXIST, PIPE, MAKE : BEDDING FOR RIGID PIPE A 1 4 La ZERO Z ,z" YAx ujl 1X CASs BASE SECTION 51 A0N 54' 9 YIN. 5.5 MIN. 24' NON. 24 I.D: SMOOTH INVERT & CHANNEL ON- SHRINK GROUT w (SEE NOTE 4) uurts OF PIPE ZONE ¢ oR CAST N SHELF- fio" MH fio' a' YIt 6' Mw. aY MIN. 30' LD. AFTER NEW LINE IS r s /+ on. T/z oo. 1/a oD. ZERO oo. ACCEPTED. —T �• - - 8" MINIMUM EXISTING SEWER c } /aoD T /zo.0. 1/8 OIL. O.D. 0 - fi MIN (TYP) ° •< BEDDING MATERIAL Mx. zY• 1n. AND CAST IN -PLACE CHANNEL & FOR FLEXIBLE PIPE s^ YxL orvl 21' LO, N . SANITARY MANHOLE TYPICAL DETAIL snNrTARY YAxwcl.e TYPICAL DETAIL SHELF (SEE NOTE 7) Y ADOPTED e`�+ PIPE BEDDING FOR SANITARY SEWER `J NOT TO SCALE ADOPTED FOUNDATION LEVEL ®.. crrr oP. RenTax K A raAN.r.xAxYx.•a P + LsT DATE .z/sE (CLASS F DESIGN) -� PF • YNi Isr UrATXI: c/ /ENS �'i,S 40 N m .. - mATUS ,sR .e _ . GTE REN510N Br R DWG. NAME: BR28 SP PAGE: B071 REDOING FOR FLEXIBLE PIPE DATE REVISION .m.+ BY APPR bd'Yp DWG. NAME: BW 18C SP PAGE'B077 •• .. ,+ S o� SANITARY MANHOLE TYPICAL DETAIL t MANHOLE BASE FOR CONNECTION TO EX. SEWER PIPE BEDDING FOR SANITARY SEWER t5 t5 s 1w{gIm a Z PROPERTY LINE ,� 3. -a :Q. a s' -D^ 7711yyEE {y���1 u� b FUTURE f°'t `" U 6' BUILDING SEINER PPE U - BNLDING SEINER 1�1 aT W 3 `2°x 4" SNQ SERVICE MARKER PAWr UPPER Pi�5j TEE WITH 6" SIDE OUTLET > . PORTION MITE AN S STENCIL ON SIDE r WORDING "SEWER' WITH S' HIGH BLACK LETTERS. AND 06 WDE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BINDING SEWER o I EXTENDW TO IF- TOP OF THE STUD UNLESS OTHERWISE APPROVED BY_THE CITY. MAKE TAP TI4ROUGH. CAST IRON SADDLE' SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS i7Rr SV{ > WHEN CONNECTING NEW SIDE SEWERS. TO EXISTING MAIN. UPPER UTILITY O m 60" ALLOWABLE NAIL NITRIFIED CLAY, PLAIN AND REINFORCED. CONCRETE, 01 PIPE AND Cl FOR CAST IRON PIPE PIPE SEWER MANS ARE TO BE CORE DRILLED OR DUCTILE RON PIPE - 1:3:5 W% CONCRETE BLOCKING - �F CLEARANCE n YIN sQPE LESS THAN 12" F:. 6" SIDE CUTLET TEE HCPAZONTAL O.Fj• I SEWER MAN POLYETHELENE NP• 6" MIN. SEINER MAIN FOAM CONCRETE BLOCKING ANGLEasm m OF TEE AT MAIN OVER J5. TYPICAL 510E SEWER ELEVATION AT ELEVATION STANDARD SIDE SEWER INSTALTATION .(SEWER MAUI. TO PROPERTY UNE) LOWER UTILITY NOTE: • tPYDOP ALTiTOn G UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SMALL HAVE A EVER MINIMUM 2.5' COVER Ai PROPERTY UNE OR 3- 5LOWER THAN THE LOWEST HQUSE 0.EVA710N, T•ICIAEVER ISLOWER yIATmAeD PENS _ ,P ' rslr rN oev K DWG. NAME. BR39 SP PAGE: 8078 OAIE REw510N B'C R' c o� STANDARD SIDE SEWER INSTALLATION 6 LOW CLEARANCE UTILITY CROSSING O t6 (SEWER MAIN TO PROPERTY LINE) ' Z O 0 Q D z rr � J W w -j w w ® W �o ! Z •..' '. - _ is � ~w W <O Z '� P` 1 13- Y 0 p w RECOMMENDED FOR APPROVAL DATE 07/2212006' By: Date: By: < Dote: JOB NO. By :; Dote: DWG NO. SHEET Dote: -L-,o& 11 op A 1z pppyy .. rp:5- 333902. Wa11PN7 >r ..,., 0. a 2.