TRENCH 1. CLAY WALL EXTENDS A MINIMUM OF 1'-0" INTO UNDISTURBED SOIL ON EACH SIDE AND ON BOTTOM OF TRENCH.

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1 TRENCH ' ' CLY ERTH MTERIL PIPELINE 2 FT. OR S DETERMINED BY GEOTECHNICL ENGINEER LIMITS OF TRENCH '-0" PIPELINE LIMITS OF CLY CUT-OFF WLL ' 3' O-RING OR WTERSTOP GSKET REQUIRED WITH PVC PIPE NOTES:. CLY WLL EXTENDS MINIMUM OF '-0" INTO UNDISTURBED SOIL ON ECH SIDE ND ON BOTTOM OF TRENCH. 2. CLY MTERIL TO BE CLSSIFIED S SC, CL OR ML-CL PSI CONCRETE MY BE USED INSTED OF CLY MTERIL, IF PPROVED BY BOXELDER SNITTION DISTRICT ENGINEER. CLY CUT-OFF WLL DETIL

2 COMPCTED STREMBED MTERIL SNITRY SEWER LINE W B 3" 4000 PSI CONCRETE #5 BRS ON 2" CENTERS NOTES: B. SEE PLN & PROFILE FOR CSING LENGTH & DEPTH. 2. SEE DRWING FOR DI. ND SLOPE. SNITRY SEWER LINE #3 STIRRUPS ON 8" CENTERS SECTION PIPE SIZE W B 8" 4" 4" 4" 0" 4" 4" 4" 2" 4" 4" 4" CONCRETE ENCSEMENT DETIL

3 CSING SPCER (TYP) SEE NOTE 4 " CLERNCE (MX) STEEL CSING PIPE 2 IN. MIN FROM ENDS (TYP) END SEL (TYP) SEE NOTE 3 " CLERNCE (MX) CSING SPCER LYOUT SHLL BE IN CCORDNCE WITH CRRIER ND CSING PIPE MNUFCTURERS SPECIFICTIONS BUT SHLL NOT EXCEED 6 FEET BETWEEN SPCERS. DOUBLE SPCERS T ENDS (TYP) PIPE BELL SIDE VIEW CSING SPCER SEE NOTE 4 NOTES:. MINIMUM YIELD STRENGTH OF CSING PIPE = PSI 2. BORED OR JCKED INSTLLTIONS SHLL HVE BORED HOLE DIMETER ESSENTILLY THE SME S THE OUTSIDE DIMETER OF THE CSING PIPE. IF VOIDS SHOULD DEVELOP OR IF THE BORED HOLE DIMETER IS GRETER THN THE OUTSIDE DIMETER OF THE PIPE BY MORE THN IN. REMEDIL MESURES S PPROVED BY THE OWNER SHLL BE TKEN. 3. CSING END SELS TO BE MINIMUM /8 IN. THICK NEOPRENE RUBBER WITH /2 IN. WIDE 304 STINLESS STEEL BNDING (TYP). 4. SPCERS TO BE OF COTED STEEL DESIGNED TO SUPPORT CRRIER PIPE. RUNNERS TO BE MINIMUM OF 2 IN. WIDE BY IN. LONG ND CONSTRUCTED OF GLSS REINFORCED PLSTIC. CROSSING ND CSING DETIL

4 CONCRETE CUT-OFF WLL ON DOWN SLOPE SIDE. 2' B 3' FLOW LINE OF WTERWY CONCRETE ENCSEMENT FLOW 8" MIN TRENCH MIN 2' 2' MIN SECTION SECTION B NOTE: THIS IS CONCEPTUL DRWING ONLY. LL CUT-OFF WLLS SHLL BE DESIGNED BY THE DESIGN ENGINEER FOR THE SPECIFIC INSTLLTION. DITCH CROSSING DETIL

5 MNHOLE SIZE TBLE PIPE SIZE (IN) 5 OR LESS 48 8 TO OVER MH DI. (MIN) (FT) BENCH, SLOPE= 2"/FT. (TYP) PLN MH FRME ND COVER HS20 LODING RTED OR EQUL 2' RING & COVER-SET TO PRLLEL FINISHED SURFCE GROUT PRE-CST REINFORCED CONCRETE MNHOLE BRREL PER STM-C478 WITH STEPS 5" PRECST GRDE RINGS INSTLL SEL GURD, INC. XSEL HYDROPHOBIC POLYURETHNE SELNT (OR EQUL) ON INNER ND OUTER RINGS. TOP OF BENCH 2' PIPE PENETRTION GSKET PLCED IN CORE TO CCEPT PIPE 2" COMPCTED 3/4" SCREENED ROCK 8" PRE-CST MNHOLE BSE ND FIRST BRREL SECTION CST MONOLITHIC STM-C478 VRIES GENERL NOTES:. LL CONCRETE WORK SHLL COMPLY WITH LTEST CI-38 SPECIFICTIONS. 2. SLOPE THROUGH MNHOLE SHLL HVE MINIMUM OF 0.2FT DROP FROM ENTRNCE THROUGH EXIT. 3. JOINT MTERIL SHLL BE SEL GURD, INC. XSEL HYDROPHOBIC POLYURETHNE SELNT (OR EQUL) ON INNER ND OUTER RINGS ND CONCRETE DJUSTMENT RINGS. BRICKS, WOOD, OR NY OTHER SUBSTNCE NOT CCEPTBLE. 4. HND SHPE FLOW CHNNEL S NECESSRY ROUND PIPE TO PROVIDE DRINGE WITH NO STNDING WTER (SEE SECTION ). 5. FOR DEEP MNHOLES SEE SPECIFICTIONS. SECTION FLT TOP MNHOLE

6 SPHLT OR HRD SURFCE FINISH GRDE VLVE BOX WITH LID MRKED "SEWER" VRIES WTER TIGHT SCREW CP 4" PVC SDR 35 PIPE & FITTINGS (TYP) FROM BOTTOM OF BEDDING ZONE TO TOP OF ELBOW 4" WYE 4"x45 ELBOW COMPCTED GRNULR MTERIL TO COLLECTOR LINE FROM HOUSE OR BUILDING CONTINUTION OF SEWER LINE SERVICE CLEN-OUT REQUIREMENTS. SEWER SERVICE CLEN-OUTS SHLL BE INSTLLED S NER S PRCTICL TO CONNECTION WITH THE BUILDING, ND T MXIMUM SPCING OF 00'. NO SINGLE BEND GRETER THN 45 SHLL BE LLOWED. 2. CLEN-OUTS SHLL MEET LL REQUIREMENTS OF THE UNIFORM PLUMBING CODE. SERVICE CLEN-OUT DETIL

7 DOUBLE BNDED STINLESS STEEL SDDLE BY PLSTIC TRENDS WITH RUBBER BOOTED/ GSKETED SDDLE - NO EPOXY 45 0'0" SERVICE LINE 4" /8 BEND 4" SNITRY SEWER MIN SQUEEGEE BEDDING (CDOT #8) NOTES:. PPROVED TPPING SDDLE TO BE USED FOR NEW SERVICES TO EXISTING MINS SHLL BE TEES. PIPE PENETRTIONS SHLL BE MECHNICLLY DRILLED. 2. TPHOLE MUST BE BOVE THE SPRINGLINE. 3. 4" SEWER SERVICES SHLL HVE MINIMUM SLOPE OF 2.0%. 4. SEWER SERVICES SHLL HVE MINIMUM SLOPE OF.0%. 5. SERVICES SHLL NOT BE CLOSER THN 5 FEET FROM ECH OTHER ON THE SERVICE CONNECTION USING TPPING SDDLE

8 45 ELBOW TRCER WIRE TPED TO TOP OF PIPE 4" PVC SEWER PIPE IRTIGHT PLUG WITH 4IN. X 4IN. MRKER SERVICE WYE UNYIELDING PIPE BEDDING OF COMPCTED ROCK OR LEN CONCRETE COMPCTED GRNULR MTERIL PLN VIEW 8 IN. PVC SEWER PIPE TRCER WIRE TPED TO TOP OF PIPE TRENCH 4 IN. x 4 IN. MRKER 45 BEND ONLY PVC SEWER PIPE GRDE /4 IN PER FOOT SERVICE CLEN-OUT REQUIREMENTS: SERVICE DISCONNECTION VLVE ND CLEN-OUT SHLL BE INSTLLED S NER S PRCTICL TO CONNECTION WITH BUILDING. IR TIGHT PLUG UNYIELDING PIPE BEDDING OF COMPCTED ROCK OR LEN CONCRETE CROSS SECTION NOTE: WYE CONNECTION NOT LLOWED ON VCP. SERVICE WYE DETIL

9 MNHOLE SIZE TBLE PIPE SIZE (IN.) MH DI. () (IN.) 5 OR LESS 48 8 TO OVER BENCH, SLOPE= 2"/FT. (TYP) MH FRME ND COVER HS20 LODING RTED OR EQUL PRE-CST ECCENTRIC CONE '-4" PLN 2' RING & COVER - SET PRLLEL TO FINISHED SURFCE GROUT PRE-CST GRDE RINGS 2'- 3'-0" MX. 5" MIN 9" INSIDE LIP TO BE HIGHER THN OUTSIDE LIP COMBINTION OF ', 2', 3' OR 4' LENGTHS PRE-CST REINFORCED CONCRETE MNHOLE BRREL PER STM-C478 WITH STEPS TOP OF BENCH 2' INSTLL SEL GURD, INC. XSEL HYDROPHOBIC POLYURETHNE SELND (OR EQUL) ON INNER ND OUTER RINGS. PIPE PENETRTION GSKET PLCED IN CORE TO CCEPT PIPE 2' 2" COMPCTED 3/4" SCREENED ROCK VRIES 8" PRE-CST MNHOLE BSE ND FIRST BRREL SECTION CST MONOLITHIC STM-C478 GENERL NOTES:. LL CONCRETE WORK SHLL COMPLY WITH LTEST CI-38 SPECIFICTIONS. 2. SLOPE THROUGH MNHOLE SHLL HVE MINIMUM OF 0.2FT DROP FROM ENTRNCE THROUGH EXIT. 3. JOINT MTERIL SHLL BE SEL GURD, INC. XSEL HYDROPHOBIC POLYURETHNE SELNT (OR EQUL) ON INNER ND OUTER RINGS ND CONCRETE DJUSTMENT RINGS. BRICKS, WOOD, OR NY OTHER SUBSTNCE NOT CCEPTBLE. 4. HND SHPE FLOW CHNNEL S NECESSRY ROUND PIPE TO PROVIDE DRINGE WITH NO STNDING WTER (SEE SECTION ). 5. FOR DEEP MNHOLES SEE SPECIFICTIONS. SECTION STNDRD MNHOLE

10 TRENCH WIDTH S SPECIFIED IN STNDRDS DO NOT USE MECHNICL EQUIPMENT IN THIS ZONE INITIL LIFT 2" 3/4" WSHED ROCK (NOTE: GROUND WTER CONDITIONS MY REQUIRE /2" GRVEL. S DETERMINED BY ENGINEER) PIPE O.D. /4 O.D. OR 4" SEE NOTE SEE NOTE NOTE: MINIMUM CLERNCE ON ECH SIDE OF PIPE S FOLLOWS: PIPE DI. CLERNCE 8" TO 2" 4" TO 30" 8" LRGER THN 30" 2" TRENCH BEDDING DETIL

11 SEWER MNHOLE PERFORTED UNDERDRIN SEWER MIN LINE UPSTREM SIDE OF MNHOLE SEWER MIN LINE PLN VIEW 24" MX. PERMEBLE GEOFBRIC WRP 3/4" MINUS WSHED ROCK 2" UNDISTURBED SOIL UNDERDRIN: PERFORTED, CORRUGTED HDPE BY DVNCED DRINGE SYSTEMS OR PPROVED EQUL MINTIN GRVEL FILTER SURROUND NOTES:. UNDERDRIN INVERT TO BE LOWER THN SEWER INVERT T LL PLCES. 2. MINTIN POSITIVE SLOPE OF UNDERDRIN TO DYLIGHT. 3. MINTIN MINIMUM OF SQUEEGEE ROUND UNDERDRIN. 4. SEE TYPICL TRENCH DETIL. 5. BSD SHLL NOT SSUME OWNERSHIP OF UNDERDRINS ND WILL NOT BE RESPONSIBLE FOR MINTENNCE OF SME. UNDERDRIN DETIL