� 0 � z 0 z ,w <w C �� z O N N9 ! � ON N ,- -o 00 • �s ::i � -� 0 '/lj � • -a ' £� � -rl " �8 < _, zZ g ;1 " s< og :I: ,,-J ££ 0 • <o CONCRETE COLLAR POURED AROUND CLEANOITT COVER (3500 PSI) • 15 1/2" 10 1/4" 7 I/2" AUNS DF 7L6I D3 1I NOSRT EA QL LUEADL OC RA SUTT II RL IOTNY CA LP EP ARNOOV UE DT FERQAUMA EL EXISTING GRADE FLUSH WITH FINISHED SURFACE R S ERE QEE PU PL I ARA CEV EME MME ENE NNT TST SEE BACKFILL AND BEDDING REQUIREMENTS HCYOMUAP XL I NDGR EOSRS FUTURE QR EXISTIN J APPROVED EQUAL 6" SANITARY LATERAL PVC PIPE SEWER LATERAL TYP. 6" (MIN.) @ 1.0% (MIN.) SLOPE 0 0 --- -,,-- ( ) 1 i Y I I 11 ( ' ' '' '-----�-_JL__ BOTTOM� SECTION 'A-A' WYE SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY F USTAUNRIET AORRYELXAI STTEIRNAGL I {WHEN INLINE LAYOUT REQ'D) �------- INSTALL 1/2" PERFORMED JOINT MATERIAL AROUND CASTING A L CONCOCRLLEATRE EASEMENT, RIGHT-OF-WAY OR PROPERTY LINE CAST I FRROANMCELAE ANNDOLUI DT WYE 45° BEND 2 4" PLAN VIEW SEWER LATERAL WW STANDARD SANITARY CLEANOUT IN 21 C A SPIINPGE CARRIER JOPIINPTE PAVED AREAS NOTTO SCALE �A C A SPIINP GE SPACER CARRIER PIPE A J 15 1/2" 10 1/4" 7 1/2" U S FF R7A6M3 E1 AONR DU LTIIDL I ITNY SAT PAPL RL EODV EFDL UESQHU WA LI TCHA SFTI NI IRSOHNE DC LSEUARNFOA UC TE EXISTING GRADE ///';y / "(/'\ 1/. W I TPHV CI NFVEEMRATLEED CNL UE TA NSOC RU ET WA DCAAPPT OE RR FLAT SLOTTED SCREW CAP 6F"USTAUNRIET AORRYELXAI STTE IRNAGL ; ; '"' , /. '/ ,;) '2' KOR-N-SEAL No. S406-10 AWS* /.r----y/�------- * WITH 10 1/4" BAND PVC PIPE 45° BEND PVC PIPE WYE SEE BACKFILL AND BEDDING REQUIREMENTS SEWER LATERAL TYP. 6" (MIN.) @ 1.0% (MIN.) SLOPE '-- - - - - - - - - - - - - - - - -LJ-----L-1-----------------� BOTTOM OF TRENCH/ SECTION 'A-A' SEWER ------'\,--c_u_ ST_O_M_E_ R _' s_P _R _o_ PE _ R _TY __••-11------------_;:EA _cS:.;E:.;M.cEN:..Tc..:.ORc....;RI:.;G:..H:..T..c -O:..F_c-W_:.:A_:.:Y___________ FUTURE OR EXISTING SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) I I I CAST IRON CLEANOUT FRAME AND LID �--------- I ) 'y '------------ I NJ OS TI NA TL LA1R/O2 "U NP EDRCFAOSRTMI NE DG J EASEMENT RIGHT-OF-WAY OR_/: A PROPERTY LINE l WYE SEWER LATERAL 45° BEND PLAN VIEW WW STANDARD SANITARY CLEANOUT IN f-------1 22 UN-PAVED AREAS NOTTO SCALE 1N.OTEC:ASING SPACERS SHALL BE CCS SERIES BY CASCADE WATERWORKS MFG. PORRI OA RP PARPOPVREODV AE LQ UF RA LO MA LCTIETRYNUA TTIEL ICTAI SE ISNPGRSOPJAE CC ETRESNMG AI NY EBEER .U S E D W I T H N O T E : S TS ET EALI NBLAENS DS 1. TAHPPISLISCTAABNLEDAFRODR I4S" DIAMETER AND LARGER CARRIER PIPE. A t MANHOLE CASTING & COVER RSI NE AGLMBIENTI MW UE EMNS CI ZAES T3I/N4 GP RAENF DO REMA EC DH B U TMYELE RT UI NBGB EARS TSME ACL-A9N9 T0 A LML EJmO I NNTGS TSHHEA LRLEHQAUVI REEEMXETNETRSI OORF JAOSI TNMT CW-R8 A7 7P � (PRIME EXTERIOR OF JOINTS WITH BITUMINOUS PRIMER PRIOR TO WRAPPING) GRADING RINGS O N ER IONRG TMWU OS TRBI NE GUSS (EADT) L3E" -A6S" T, H1 EGI GR HA DT SE CASTING ADJUSTMENT T' • • • • • J • • ' " • • • • • s • - • • s • • • NOTE: 1. SYNTHmC OR CONCRETE GRADE RINGS ALLOWED. T' • • 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". 76 .. RP RI NEGC SA SSTH GA LRLA DB EE ARLI NI GGNS ESDHVAEL RL TCIOC NA LTLAYI NA NWDA TC EORR RP ERCOTOEFDI NIGF OA DF FDSfEf Ti VBEE, YXOYNP EDX1 O/ 2R" . E Q U I V A L E N T . 89 .. RAILSLE PRRREICNAGSST SCHOANLCLRBEET EF RFEOER OFFO DR CE FE EMC TA SI NA RT EICNESITVAI NL LGA TMIAONNH AONL EDS WAANRDR AA LNLT NY EI WN S MP EAfNfHi OO LNE. S AWNITTHI-ICNO5R0R0OSFEIOETN UAPDSDTfRfiEVAEM, COORNDSOHWIENLSDTORREAEMQUOIFVATLHEENRTE. CEIVING M A N H O L E SHALL CONTAIN 10. SEE SEWER SPEC AS NEEDED. GRADE RINGS • 0 N PRECAST CONCRETE MANHOLE CONE WW STANDARD CASTING ADJUSTMENT 23 RUBBER SEAL PCIAPRER I E R AND GRADE RINGS NOTTO SCALE 1' MAX. 1' MAX. 10' MAX. (TYP.) 2' MAX. 2 . ICNI TS YT AULTL IELDI TPI EE RS AMPAPNRUOFVAECDT UC RA ES RI N' SG SSPPEACCI FE IRCSA AT NI ODN ES N. DU SSEE AA L "SC ES NH TA EL LR EBDE " C F C O A O S L N L I F N O I G GW U I L N R E G A N T G I I T N O H F N O . AR NMDA TPIROONV: ICDAERTRHI EERMPAI NP EU FOA.CDT. ,UCRAESRI NWGI TPHI PTEH1E. D . , A N D '-----------,;,ej���7,,__:,.__\.--'\�;:::;2:�==:STAINLESS DISTANCE OF BORE CARRIER PIPE PIPE SIZE MIN. CASING O.D. THICKNESS* 6" 16" 1/4" 8" 18" 1/4" 10" . 20" 5/16" . ' 1211 24" 3/8" 1611 3011 1/2" I 20" 36" 1/2" 24" 4211 9/16" *OTUHNELRESSUSCOHTGHOERVWERISNEINGREAQUUTIHROEDRIBTYY.IN.0.0.T., RAILROAD OR RUNNER RISER STAINLESS STEEL SHELL LINER---\ WW 24 A NC GI RLCEUS MTFOE RBEENCCOENOSFT ATNHTE APRI POEU. NNDU ME NB ET RI R OE F SPACERS PER MANUFACTURER'S SPEOFICATIONS TOP HALF LINER BOTTOM HALF C A SPIINPGE SECTION "A-A" TYPICAL CASING SPACER DETAIL NOTTO SCALE CASING PIPE LINKSEAL OR APPROVED EQUAL WRAP PIPES AT B ULLAKYHE ERASDOSF W1 I5TPHOTUWN OD BUILDING FELT CARRIER PIPE METHOD 1A' PIPE CASING SPACER CASING PIPE METHOD 'B1 STEEL BAND WW TYPICAL CASING END SEAL DETAIL 25 NOTTO SCALE TYPICAL DETAILS SANITAR • REVISIONS U,,.it:,t,J.� 4/25/25 BID SET C 2025 rr.Iidwestcrn Engine�r,;. Jnc. 802 Wesl Broadway Street P.O. Box 295 Loogootc'<:. lndinna 47553 DATE APRIL 2025 DESIGN CWRi:'.EKP,'.BDH DRAWN DRKi:'.MKW Q.C. CHECK PROJECT NUMBER 2024072-02 33 33 OF 45 I Fll.E NUMBER I 44722 Do Not Use Plan Previews for Take Off
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