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WATER AND SANITARY SEWER GENERAL NOTES
WATER AND SANITARY SEWER GENERAL NOTES CONT
1. UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL BE 3,000 PSI.
2. ALL DOMESTlC WATER MAINS SHALL BE PVC C900, DR 18, CLASS 150. ALL FlRE SER\1CE WATER MAINS SHALL BE PVC C900, DR 14, CLASS 200.
3. WATER AND SANITARY SE'M:R SER\1CES SHALL MEET PLUMBING CODE REQUIREMENTS.
(E) THE SE'NER NEED NOT BE DIST1JRBED I'.",ERE A NEW WATERUNE is TO BE INSTALLED PARALLEL TO AN EXISTlNG St:'M:R THAT SHO'vVS
NO E\1DENCE OF LEAKAGE AND THE WA TERUNE IS INSTALLED ABO\1E THE SE'M:R A MINIMUM OF TWO FEET VERTlCALL Y AND FOUR FEET
HORIZONTALLY. SHOULD EXCAVATlON FOR THE WATERUNE PRODUCE E\1DENCE THAT THE SElltER IS LEAKING, THE SEWC:R MUST BE
REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPHS (A) OR (D) OF 11-1IS PARAGRAPH.
(F) THE SE'l'lER NEED NOT BE DISTlJRBED 'M1ERE A NEW WATERUNE IS TO CROSS O\1ER (BY TWO FEET OR MORE), EXI',TlNG SE'M:R
SHOWING NO E\1DENCE OF LEAKAGE. SHOULD EXCAVATlON FOR THE WATERUNE PRODUCE E\1DENCE THAT11-1E SE'M:R IS LEAKING, THEN
THE SEI'.ER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBSECTlONS (C) OR (D).
7. CONTRACTOR TO 'y1ERIFY ALL EXISTlNG SE'M:R FLOW UNES BEFORE BEGINNING CONSTRUCTlON.
8. CONTRACTOR SHALL TlE A 1" WIDE PIECE OF RED PLASTlC FlAGGING TO THE END OF SE'M:R SER\1CE AN SHALL LEAVE A ~AINIMUM OF 36" OF
FlAGGING EXPOSED AF1ER BACKFILL. AFTER CURB AND PA\1NG IS COMPLETED, CONTRACTOR SHALL MARK THE LOCATlON OF lHE SElltER SER\1CE ON
THE CURB OF ALLEY IN ACCORDANCE WITH THE STANDARD CITY SPECIF'iCATlONS.
9. ALL SANITARY SElltER UNES SHALL BE TESTED IN ACCORDANCE WITH TI-IE STANDARD CITY SPECIFlCATlONS.
10. THE UTlUTY CONTRACTOR SHALL INSTALL THE WATER SER\1CES TO PROPERTY UNE AT A DEPTH OF 12 INCHES. THE MEITR BOX SHALL BE
FURNISHED AND INSTALLED BY THE EL PASO PUBUC SER\1CE BOARD AnER THE PA\1NG CONTRACTOR HAS COMPLETED THE m~E GRADING BEHIND
THE BACK OF THE CURB. EACH SER'y1CE LOCA TlON WILL BE MARKED ON THE CURB, 'MTH A BLUE LETTER "W- BY THE UTlUTY CONTRACTOR AND TlED
TO PROPERTY CORNERS ON THE "RECORD DRAWINGS".
11. ALL METER BOXES SHALL BE LOCATED IN NON-TRAFFlC AREAS.
12. UTlUTY TRENCHES SHALL BE BACKFlLLED WITH MATERIAL MEETlNG THE TEXAS DEPARTMENT OF TRANSPORTATlON STANDARD SPECIFlCATlONS AND
MECHANICALLY COMP,\CTED IN 8" UFTS TO THE TOP OF THE SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY.
13. VAL\E BOXES SHALL BE FURNiSHED AND SET ON EACH GATE VA.L\1E. AnER THE FlNAL CLEAN-UP AND AUGNMENT HAS BEEN COMPLETED, THE
CONTRACTOR (UTlUTY) SHA.LL POUR A CONCRETE BLOCK 24"X24"X6" AROUND ALL VAL\1E BOXES TOPS SO THE FlNISHED GRADt: IS LE\1EL ''MTH THE
FlNISHED GRADE.
4. ALL WATER MAINS UNLESS OTHER'MSE NOTED SHALL HA\1E A MINIMUM CO\1ER OF 48" BELOW FlNISHED GRADE.
5. SANITARY SE'M:R PIPE SHALL BE PVC SDR-35.
6. 'M-IEN WATER MAINS AND SANITARY SE'M:RS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO EACH OTHER THAN NINE FEET IN ALL
DIRECTlONS AND PARALLEL UNES MUST BE INSTALLED IN SEPARATE TRENCHES. 'M-IERE THE NINE FOOT SEPA.RATlON DISTANCE CAN~WT BE ACHIE'lED,
THE FOLLOWING GUIDEUNES SHALL APPLY:
BENCH MARK LIST
(A) 'M-IERE A SANITARY SE'M:R PARALLELS A WATERUNE, THE SE'M:R SHALL BE CONSTRUCTED OF CAST IRON, DUCTlLE IRON OR PVC
MEETlNG ASTM SPECIFlCATlONS 'MTH A PRESSURE RATlNG FOR BOTH THE PIPE AND JOINTS OF 150 PSI. THE \1ERTlCAL SEPARATlON
SHALL BE A MIN!MUM OF TWO FEET BET'I-'lEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARATlON SHALL BE A MINIMUM OF FOUR
FEET BET'I-'lEEN OUTSIDE DIAMETERS. THE SE'M:R SHALL BE LOCATED BELOW THE WA TERUNE.
(B) 'M-IERE A SANITARY SE'M:R CROSSES A WATERUNE AND THE SE'M:R IS CONSTRUCTED OF CAST IRON, DUCTlLE IRON OR PVCWlTH A
MINIMUM PRESSURE RATlNG OF 150 PSI, AN ABSOLUTE MINIMUM DISTANCE OF SIX INCHES BET'I-'lEEN OUTSIDE DIAMETERS SHALL BE
MAINTAINED. IN ADDITlON, THE SE'M:R SHALL BE LOCATED BELOW THE WA TERUNE 'M-IERE POSSIBLE AND ONE LENGTH OF THE SE'M:R
PIPE MUST BE CENTERED ON THE WA TERUNE.
(C) 'M-IERE A SElltER CROSSES UNDER A WATERUNE AND THE SE'M:R IS CONSTRUCTED OF A.BS TRUSS PIPE, SIMILAR SEMI-RIGID PLASllC
COMPOSITE PIPE, CLAY PIPE OR CONCRETE PIPE WITH GASKETED JOINTS, A MINIMUM TWO FOOT SEPARATlON DISTANCE SHALL BE
MAINTAINED. IN ADDITlON, THE SE'M:R SHALL BE LOCATED BELOW THE WATERUNE 'M-IERE POSSIBLE AND ONE LENGTH OF THE SEM:R
PIPE MUST BE CENTERED ON THE WA TERUNE.
(D) 'M-IERE A SEWER CROSSES O\1ER A WATERUNE ALL PORTlONS OF THE SElltER WITHIN NINE FEET OF THE WATERLJNE SHALL BE
CONSTRUCTED OF CAST IRON, DUCTlLE IRON OR PVC PIPE 'MTH A PRESSURE RATlNG OF AT LEAST 150 PSI USING APPROPRIA1E
ADAPTERS. IN UEU OF THIS PROCEDURE, THE NEW CON\1EYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT
LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CON\1EYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE
SUPPORTED AT Fl'IE FEET INTERVALS 'WITH SPACERS OR BE FlLLED TO TI1E SPRING UNE WITH WASHED SAND. THE ENCASEMENT PIPE
SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED 'MTH CEMENT GROUT OR MANUFACruRED SEAL
14. IF REQUIRED DUE TO CONSTRUCTlON, POlItER POLES TO BE BRACED OR RELOCATED AT CONTRACTORS EXPENSE.
15. THE CONTRACTOR is RESPONSIBLE FOR COMPUANCE 'WITH ALL FEDERAL. STATE AND LOCAL REGULA TlONS REGARDING TRE~CH SAFETY.
BM# 2
" .. " CUT ONlltEST TOP OF CURB OF DRI\1E 33:f: FEET NORTH
OF CENTERUNE OF BETHEL ROAD.
ELEV=530.23
BM#3
_ " CUT ON CENTER OF CURB INLET 100:f: FEET NORTH OF
SOUTHEAST CORNER OF PROPERTY ON 'M:ST SIDE OF DRI\1E.
ELEV=526,45
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PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATlC RE\1EW ONLY
AND IS NOT INTENDED FOR PERMITTlNG,
BIDDING, OR CONSTRUCTlON PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPER\1SION OF C. JACK EVANS, P.E.
TEXAS REGISTRATlON NO. 9384D
DA TE: 10/10/2006
,
Duke
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