El Dorado Irrigation District

Transcription

1 El Dorado rrigation District Standard Detail Draings Water, Seer, and Recycled Water 89 Mosquito Road, Placerville, California

2 Revision History Section Draing Number and Name Date Water W6 Temporary Meter and Backflo Device 7/4/ Water W6A Temporary Meter and Backflo Device 7/4/ Water W3 Valve Operating Shaft Extension nstallation /6/ Water W6 Temporary Meter Jumper Pipe // Water W6A Temporary Meter Jumper Pipe // Water W - nch Service and Meter Box nstallation 4// Water WA - nch Service and Meter Box nstallation 4// Water W8A - Manufacturers List 5/5/3 Water WB - Deatering Subgrade /5/3 Water W - nch Service and Meter Box nstallation /5/3 Water WA - nch Service and Meter Box nstallation /5/3 Water W35A Water Service for Residential Dual Plumbed Homs-Deleted /5/3 Seer S3 Manufacturer's List /5/3 Water WC - Donstream Recycled Water Service Line Crossing 3/8/4 Water WB - Double Check Valve Backflo Preventer 3/8/4 Water WC - 3/4" and " Water Service for Residential Dual Plumbed 3/8/4 Water W9 - Separation Standards for SS-Deleted 4/4/4 Water W9A - Separation Standards for SD and RW-Deleted 4/4/4 Water W35A - Water Service for Residential Dual Plumbed Homes 4/4/4 Water WB - Deatering Subgrade 4/4/4 Water W6A - Temporary Meter Jumper Pipe 4/4/4 Seer S3 - Manufacturer' s List 4/4/4 Water W5A - nch n-line Blo-Off for 8" Lines or Less 4/4/4 Water W6 - nch and nch Air Valve Assembly 4/4/4 Water W9 - Locating Wire nstallation 4/4/4 Water W - nch Service and Meter Box nstallation 4/4/4 Water WA - nch Service and Meter Box nstallation 4/4/4 Water W3 - Water Quality Sampling Station 4/4/4 Seer S8 - Seer Service Connection 4/4/4 Seer S8A - Utility Joint Trench Sr Service & Backater Valve-Deleted 4/4/4 Seer S8B - Seer Service Backater Valve 4/4/4 Seer S8C - Pumped Seer Service to Force Main 4/4/4 Seer S8D - Pumped Seer Service to Gravity 4/4/4 Seer S9 - Precast Base Manhole 4/4/4 Seer S9D - Access Manhole Shaft Locations 4/4/4 Seer S9E - Cast-n-Place Manhole Base 4/4/4 Seer S - and nch Combination Air Valve Assembly 4/4/4 Recycled R6A - nch n-line Blo-Off 4/4/4 Recycled R7 - and nch Air Valve Assembly 4/4/4 Recycled R8 - inch Service and Meter Box nstallation 4/4/4 Water W - nch Service and Meter Box nstallation 5/9/4 Water WA - nch Service and Meter Box nstallation 5/9/4 Water W38 - Pressure Reducing Station Belo Ground //5 Water W6 - Sample CP Cover Sheet 8/7/5 Water W7 - Sample Commercial Cover Sheet 8/7/5 Water W8B - Manufacturers List 8/7/5 Water W - Up To nch RP Backflo Device 8/7/5 Recycled RA - Recycled Water General Notes 8/7/5 Recycled RB - Recycled Water General Notes 8/7/5 Recycled R4A - Manufacturer's List 8/7/5 Recycled R8 - in Recycled Service and Meter Box nstallation for 3-4in and in Meters 8/7/5 Page of - Updated 4/6/8

3 Revision History Section Draing Number and Name Date Seer S3 Manufacturer's List 8/7/5 Water W - Thrust Block Details /9/5 Water W6 - nch and nch Air Valve Assembly /9/5 Water WA - 3 nch and Larger RP Backflo Device /9/5 Water W36A - Sub Meter Cluster Assembly /9/5 Seer S3 - Manufacturer's List /9/5 Seer S7 - Seer Trench Section /9/5 Seer S8C - Pumped Seer Service to Force Main /9/5 Seer S8D - Pumped Seer Service to Gravity Seer /9/5 Seer SA - 4 nch Dead End Blo Off /9/5 Seer S - Seer Force Main in and in Combination Air Valve Assembly /9/5 Seer S4 - Tracing Wire nstallation /9/5 Recycled R4B - Manufacturer's List /9/5 Water W8 - Manufacture's List /3/6 Water W7 - Typical Fire Hydrant nstallation 3/9/6 Water W8 - Typical Fire Hydrant and ARV Location 3/9/6 Water W - 3-4in to in Reduced Pressure Principle BPA 3/9/6 Water W39 - Above Ground PRS-Ne 3/9/6 Seer S - 4 nch n Line Blo Off 4/5/6 Seer SA - 4 nch Dead End Blo Off 4/5/6 Seer S3 - Manufacturer's List /5/6 Seer S3A - Manufacturer's List-Ne /5/6 Seer S8E - Seer Cleanout Placement-Ne /5/6 Seer S9C - Manhole Break-n Connection /5/6 Water W39 - Potable PRS Above Ground /7/7 Recycled R - PRS Above Ground-Ne /7/7 Water W7 - Typical Fire Hydrant nstallation 5/4/7 Water W36 - Sub Meter and Meter Box nstallation 7/9/7 Water W36A - Sub Meter Cluster Assembly 7/9/7 Water W6 - in and in Air Valve Assembly /4/7 Water W8 - Manufacture's List /4/7 Water WC - Donstream Recycled Water Service Line Crossing /9/7 Water WD - 3in and Larger Meters-Ne //7 Water W7 - Typical Fire Hydrant nstallation //8 Seer S3 - Manufacturer's List /6/8 Water W8B - Manufacturers List //8 Water W8A - Manufacturers List 3/6/8 Page of - Updated 4/6/8

4 El Dorado rrigation District Complete Standard Details ndex Water, Seer, Recycled Water, Security Updated-4/6/8 By ndex Number Alphabetical AG Automatic Gate R7 & nch ARV CR Single Card Reader Controlled Door S and nch Air Valve CR Retrofit Application for Single Card Reader Controlled Door W6 nch and nch Air Valve CR Double Card Reader Controlled Door W nch Service and Meter Box nstallation D Hollo Metal Exterior Single Door R8 in Recycled Service and Meter Box nstallation for 3-4in and in Meters D Hollo Metal Exterior Double Door R6 nch Dead End Blo Off DC Single Door ith Alarm Contact W5 nch Dead End Blo Off DC Double Door ith Alarm Contacts R6A nch n Line Blo Off DC Double Door ith Alarm Contacts W5A nch n Line Blo Off DC4 Single Door ith Alarm Contact, Local Sounder and Hold Open Timer WA nch Service and Meter Box nstallation FCA Fixed Camera EX4N WD 3 nch and Larger Meters FCB Fixed Camera EX8 WA 3 nch and Larger RP Backflo Device FCC Fixed Camera EX8 WC 3-4 nch and nch Water Service for Residential Dual Plumbed Homes FCC Fixed Camera EX8 W4 4 nch and Larger RPDA Backflo Device FC Fixed Camera EX85 R6C 4 nch Dead End Blo Off FC3 Fixed Camera Pelco SA 4 nch Dead End Blo Off G Single Leaf Pedestrian Gate for WT W5C 4 nch Dead End Blo Off LE Lock Enclosure R6B 4 nch n Line Blo Off OSR On Site RW Notes S 4 nch n Line Blo Off OSRA On Site RW Notes W5B 4 nch n Line Blo Off OSR rrigation Legend W39 Above Ground PRS OSR3 Dual Plumbed Service R Above Ground PRS OSR4 rrigation Layout S9D Access Manhole Shaft Locations OSR5 Double Check Valve AG Automatic Gate OSR6 On Site Pipe Trenching W7A Barrier Post OSR7 On Site Buried Electric Valve W9 Bore Casing Details OSR8 On Site rrigation Controller W34 Bulk Meter PF Perimeter Fence, 8 Feet W4 Butterfly Valve nstallation PF Perimeter Fence, 7 Feet S9E Cast n Place Manhole Base PF3 Perimeter Fence, 6 Feet, Non Critical Facilities W33 Concrete Encasement PF4 Perimeter Fence, Concrete Masonry Unit R Construction Meter Connection PTZ Pan, Tilt, Zoom Camera, Pelco Spectra V S9 Cul De Sac Manhole PTZ Pan, Tilt, Zoom Camera, Pelco Spectra V W3 Cul De Sacs R RW Symbol Legend W37 Cut n Tee R General Notes W35 DC Backflo Device for Dual Plumbed Service RA Recycled Water General Notes WB Deatering Subgrade RB Recycled Water General Notes CR Double Card Reader Controlled Door R3 Plan Check List OSR5 Double Check Valve R4 Manufacturer's List WB Double Check Valve Backflo Preventer R4A Manufacturer's List DC Double Door ith Alarm Contacts R4A Manufacturer's List DC Double Door ith Alarm Contacts R4B Manufacturer's List WC Donstream Recycled Water Service Line Crossing R5 Trench Section S9F Drop Manhole R5A Unstable Grade OSR3 Dual Plumbed Service R6 nch Dead End Blo Off S End Of Main Cleanout R6A nch n Line Blo Off W8 Fire Hydrant and ARV Location R6B 4 nch n Line Blo Off W7 Fire Hydrant nstallation R6C 4 nch Dead End Blo Off FCA Fixed Camera EX4N R7 & nch ARV FCB Fixed Camera EX8 R8 in Recycled Service and Meter Box nstallation for 3-4in and in Meters FCC Fixed Camera EX8 R9 RW Valve Box FCC Fixed Camera EX8 R Flushing Connection FC Fixed Camera EX85 R Construction Meter Connection FC3 Fixed Camera Pelco R Above Ground PRS R Flushing Connection S Seer Collection Basins W Gate Valve nstallation S Seer Symbols Legend R General Notes S3 Manufacturers List S6 General Seer Notes S3A Manufacturer's List W4 General Water Notes S4 Seer Plan Check List S3 Grease nterceptor S5 Sample Seer Plan and Profile Sheet D Hollo Metal Exterior Double Door S6 General Seer Notes D Hollo Metal Exterior Single Door S7 Seer Trench Section OSR4 rrigation Layout S7A Unstable Subgrade OSR rrigation Legend S8 Seer Service Connection W9 Locating Wire nstallation S8B Seer Service Backater Valve LE Lock Enclosure S8C Pumped Seer Service to Force Main S9C Manhole Break in Connection S8D Pumped Seer Service to Gravity S9A Manhole Channel S8E Seer Cleanout Placement S9B Manhole Cone Section S9 Precast Base Manhole S3 Manufacturers List S9A Manhole Channel W8 Manufacturers List S9B Manhole Cone Section W8A Manufacturers List S9C Manhole Break in Connection W8B Manufacturers List S9D Access Manhole Shaft Locations W8C Manufacturers List S9E Cast n Place Manhole Base R4 Manufacturer's List S9F Drop Manhole R4A Manufacturer's List S9G Metering Manhole R4A Manufacturer's List S9H Shallo Manhole R4B Manufacturer's List S9 Cul De Sac Manhole S3A Manufacturer's List S End Of Main Cleanout W7 Marker Post S 4 nch n Line Blo Off WA Meter Box Clearances SA 4 nch Dead End Blo Off W Meter Box Placement S and nch Air Valve S9G Metering Manhole S3 Grease nterceptor OSR7 On Site Buried Electric Valve S3A Sand Oil nterceptor OSR8 On Site rrigation Controller S4 Tracing Wire nstallation OSR6 On Site Pipe Trenching SC SCADA Control ntegration ith 873 OSR On Site RW Notes Page of

5 El Dorado rrigation District Complete Standard Details ndex Water, Seer, Recycled Water, Security Updated-4/6/8 By ndex Number Alphabetical TF Temporary Construction Fence OSRA On Site RW Notes TH Tank Hatch Hasp PTZ Pan, Tilt, Zoom Camera, Pelco Spectra V W Water Service Zones PTZ Pan, Tilt, Zoom Camera, Pelco Spectra V W Water System Design Symbols Legend PF3 Perimeter Fence, 6 Feet, Non Critical Facilities W3 Signature Block PF Perimeter Fence, 7 Feet W4 General Water Notes PF Perimeter Fence, 8 Feet W5 Preconstruction Check List PF4 Perimeter Fence, Concrete Masonry Unit W6 Sample CP Cover Sheet W8 Pipeline Creek Crossing W6A Sample CP General Notes and Symbology Sheet W3 Piping At Street ntersections W6B Sample CP Water Plan and Profile R3 Plan Check List W7 Sample Commercial Cover Sheet W5 Polyethylene Wrap W7A Sample Commercial General Notes Sheet S9 Precast Base Manhole W7B Sample Commercial Site Plan Sheet W5 Preconstruction Check List W7C Sample Commercial Plan and Profile Sheet W38 Pressure Reducing Station Belo Ground W8 Manufacturers List S8C Pumped Seer Service to Force Main W8A Manufacturers List S8D Pumped Seer Service to Gravity W8B Manufacturers List RA Recycled Water General Notes W8C Manufacturers List RB Recycled Water General Notes W Water Trench Section CR Retrofit Application for Single Card Reader Controlled Door WA Unstable Subgrade R RW Symbol Legend WB Deatering Subgrade R9 RW Valve Box WC Donstream Recycled Water Service Line Crossing W6 Sample CP Cover Sheet W Thrust Block Details W6A Sample CP General Notes and Symbology Sheet WA Thrust Block Details W6B Sample CP Water Plan and Profile W Gate Valve nstallation W7 Sample Commercial Cover Sheet W3 Valve Operating Shaft Extension nstallation W7A Sample Commercial General Notes Sheet W4 Butterfly Valve nstallation W7C Sample Commercial Plan and Profile Sheet W5 nch Dead End Blo Off W7B Sample Commercial Site Plan Sheet W5A nch n Line Blo Off S5 Sample Seer Plan and Profile Sheet W5B 4 nch n Line Blo Off S3A Sand Oil nterceptor W5C 4 nch Dead End Blo Off SC SCADA Control ntegration ith 873 W6 nch and nch Air Valve S8E Seer Cleanout Placement W7 Fire Hydrant nstallation S Seer Collection Basins W8 Fire Hydrant and ARV Location S4 Seer Plan Check List W9 Locating Wire nstallation S8B Seer Service Backater Valve W nch Service and Meter Box nstallation S8 Seer Service Connection WA nch Service and Meter Box nstallation S Seer Symbols Legend WB Double Check Valve Backflo Preventer S7 Seer Trench Section WC 3-4 nch and nch Water Service for Residential Dual Plumbed Homes S9H Shallo Manhole WD 3 nch and Larger Meters W3 Signature Block W Meter Box Placement CR Single Card Reader Controlled Door WA Meter Box Clearances DC Single Door ith Alarm Contact W Up To nch RP Backflo Device DC4 Single Door ith Alarm Contact, Local Sounder and Hold Open Timer WA 3 nch and Larger RP Backflo Device G Single Leaf Pedestrian Gate for WT W3 Slope Protection W3 Slope Protection W4 4 nch and Larger RPDA Backflo Device W36 Sub Meter and Meter Box nstallation W5 Polyethylene Wrap W36A Sub Meter Cluster Assembly W6 Temporary Meter Jumber Pipe TH Tank Hatch Hasp W6A Temporary Meter Jumber Pipe TF Temporary Construction Fence W7 Marker Post W6 Temporary Meter Jumper Pipe W7A Barrier Post W6A Temporary Meter Jumper Pipe W8 Pipeline Creek Crossing W Thrust Block Details W9 Bore Casing Details WA Thrust Block Details W3 Water Quality Sampling Station S4 Tracing Wire nstallation W3 Piping At Street ntersections R5 Trench Section W3 Cul De Sacs R5A Unstable Grade W33 Concrete Encasement S7A Unstable Subgrade W34 Bulk Meter WA Unstable Subgrade W35 DC Backflo Device for Dual Plumbed Service W Up To nch RP Backflo Device W36 Sub Meter and Meter Box nstallation W3 Valve Operating Shaft Extension nstallation W36A Sub Meter Cluster Assembly W3 Water Quality Sampling Station W37 Cut n Tee W Water Service Zones.mxd W38 PressureReducingStationBeloGround W Water System Design Symbols Legend W39 Above Ground PRS W Water Trench Section Page of

6 Standard Detail Draings for Water

7 El Dorado rrigation District Water Standard Details ndex Updated-4/6/8 By ndex Number Alphabetical W Water Service Zones.mxd W6 nch and nch Air Valve W Water System Design Symbols Legend W nch Service and Meter Box nstallation W3 Signature Block W5 nch Dead End Blo Off W4 General Water Notes W5A nch n Line Blo Off W5 Preconstruction Check List WA nch Service and Meter Box nstallation W6 Sample CP Cover Sheet WD 3 nch and Larger Meters W6A Sample CP General Notes and Symbology Sheet WA 3 nch and Larger RP Backflo Device W6B Sample CP Water Plan and Profile WC 3/4" & " Water Service for Residential Dual Plumbed W7 Sample Commercial Cover Sheet.bak W4 4 nch and Larger RPDA Backflo Device W7A Sample Commercial General Notes Sheet.bak W5C 4 nch Dead End Blo Off W7B Sample Commercial Site Plan Sheet.bak W5B 4 nch n Line Blo Off W7C Sample Commercial Plan and Profile Sheet W39 Above Ground PRS W8 Manufacturers List W7A Barrier Post W8A Manufacturers List W9 Bore Casing Details W8B Manufacturers List W34 Bulk Meter W8C Manufacturers List W4 Butterfly Valve nstallation W Water Trench Section W33 Concrete Encasement WA Unstable Subgrade W3 Cul De Sacs WB Deatering Subgrade W37 Cut n Tee WC Donstream Recycled Water Service Line Crossing W35 DC Backflo Device for Dual Plumbed Service W Thrust Block Details WB Deatering Subgrade WA Thrust Block Details WB Double Check Valve Backflo Preventer W Gate Valve nstallation WC Donstream Recycled Water Service Line Crossing W3 Valve Operating Shaft Extension nstallation W8 Fire Hydrant and ARV Location W4 Butterfly Valve nstallation W7 Fire Hydrant nstallation W5 nch Dead End Blo Off W Gate Valve nstallation W5A nch n Line Blo Off W4 General Water Notes W5B 4 nch n Line Blo Off W9 Locating Wire nstallation W5C 4 nch Dead End Blo Off W8 Manufacturers List W6 nch and nch Air Valve W8A Manufacturers List W7 Fire Hydrant nstallation W8B Manufacturers List W8 Fire Hydrant and ARV Location W8C Manufacturers List W9 Locating Wire nstallation W7 Marker Post W nch Service and Meter Box nstallation WA Meter Box Clearances WA nch Service and Meter Box nstallation W Meter Box Placement WB Double Check Valve Backflo Preventer W8 Pipeline Creek Crossing WC 3/4" & " Water Service for Residential Dual Plumbed W3 Piping At Street ntersections WD 3 nch and Larger Meters W5 Polyethylene Wrap W Meter Box Placement W5 Preconstruction Check List WA Meter Box Clearances W38 Pressure Reducing Station Belo Ground W Up To nch RP Backflo Device W6 Sample CP Cover Sheet WA 3 nch and Larger RP Backflo Device W6A Sample CP General Notes and Symbology Sheet W3 Slope Protection W6B Sample CP Water Plan and Profile W4 4 nch and Larger RPDA Backflo Device W7 Sample Commercial Cover Sheet.bak W5 Polyethylene Wrap W7A Sample Commercial General Notes Sheet.bak W6 Temporary Meter Jumper Pipe W7C Sample Commercial Plan and Profile Sheet W6A Temporary Meter Jumper Pipe W7B Sample Commercial Site Plan Sheet.bak W7 Marker Post W3 Signature Block W7A Barrier Post W3 Slope Protection W8 Pipeline Creek Crossing W36 Sub Meter and Meter Box nstallation W9 Bore Casing Details W36A Sub Meter Cluster Assembly W3 Water Quality Sampling Station W6 Temporary Meter and Backflo Device W3 Piping At Street ntersections W6A Temporary Meter and Backflo Device W3 Cul De Sacs W Thrust Block Details W33 Concrete Encasement WA Thrust Block Details W34 Bulk Meter WA Unstable Subgrade W35 DC Backflo Device for Dual Plumbed Service W Up To nch RP Backflo Device W36 Sub Meter and Meter Box nstallation W3 Valve Operating Shaft Extension nstallation W36A Sub Meter Cluster Assembly W3 Water Quality Sampling Station W37 Cut n Tee W Water Service Zones.mxd W38 Pressure Reducing Station Belo Ground W Water System Design Symbols Legend W39 Above Ground PRS W Water Trench Section

8 SLVER CREEK SOUTH FORK AMERCAN RV ER Folsom Lake?k A H?k ½ ½?k Jenkinson Lake SOUTH FORK AMERC AN RVER NORTH FORK WEBER CREEK SOUTH FORK WEBER CREEK WE BER CREEK CAMP CREE K NORTH FORK COSUMNES RVER MDDLE FORK COSUMNES RVER COSUMNES RVER BG CANYON CREEK SOUTH FORK COSUMNES RVER DEER CREEK DEER CREEK Service Zones - Bass Lake - El Dorado Hills 3 - Lotus/Coloma 4 - Cameron Park Shingle Springs 6 - Logton 7 - Diamond Spgs/El Dorado 9 - Sansboro El Dorado rrigation District Service Zones Camino/Fruitridge - Pleasant Valley - Sly Park 3 - Pollock Pines 4 - Outingdale 5 - Straberry 8 - Placerville-North 8 - Placerville-South lakes District Boundary 3 DRAWN BY L. A. NOTARO APPROVED B. MUELLER 5 ED STANDARD DRAWNG NO. SCALE NONE DATE / 9 H:\Engineering Efficiency Effort\Task-Standard Details\Water\AutoCAD Set\W - Water Service Zones.mxd

9 EXSTNG PROPOSED " \7 - --L :]--- AR RELEASE VALVE, COMBNATON AR VACUUM & AR RELEASE VALVE W/SZE BACKFLOW PREVENTON DEVCE RP COMBNATON AR VACUUM & AR RELEASE VALVE W/SZE UNLESS OTHERWSE NOTED REDUCED PRESSURE ASSEMBLY - +-\ -.p- BENDS _J BENDS , tl BLND FLANGE ('! " T BLOWOFF WTH SZE - --j fr f- - BUTTERFLY VALVE ---,- -l CAP - --f y}- - CHECK VALVE - -'[)8. '- _ DOMESTC PPELNE y WTH SZE BLND FLANGE BLOWOFF WTH SZE -----j f-- BUTTERFLY VALVE CAP CHECK VALVE DOMESTC PPELNE WTH SZE -< }- -{ >-- EXPANDER / REDUCER '( FRE HYDRANT EXPANDER / FRE HYDRANT REDUCER GATE VALVE GATE VALVE _ /prs\ _ PRESSURE REDUCNG STATON? -{ -l'fl- TEE CROSS PRESSURE RELEF VALVE WTH SZE SERVCE LATERAL WTH METER BOX!? 4"... PRESSURE REDUCNG STATON PRESSURE RELEF VALVE WTH SZE SERVCE LATERAL WTH METER BOX -+ TEE CROSS NOTES. THESE SYMBOLS SHALL BE USED ON ALL PLANS SUBMTTED FOR THE APPROVAL OF ED. VALVE SZE S SAME AS LNE SZE UNLESS OTHERWSE NOTED.. DESGN ENGNEER TO DENOTE SZE OF AR VALVE ON PLANS. EL DORADO f<f<a TON D5Tf<CT DRAWN BY A. URTEAGA APPROVED B. MUELLER WATER SYSTEM DESGN SYMBOLS LEGEND SCALE REVSON DATE BY NONE DATE 4 9 r, j ED STANDARD DRAWNG NO. W

10 T }" EL DORADO RRGATON DSTRCT APPROVED FOR CONSTRUCTON DATE PROJECT No. WORK ORDER No. DRAWNG No. r-- ;;4 "--,_ - ;;4 " );" r-f " NOTES SGNATURE BLOCK SHALL BE PLACED N LOWER RGHT CORNER OF COVER SHEET. EL DORADO f<f<a TON D5Tf<CT SGNATURE BLOCK DRAWN BY SCALE REVSON DATE BY A. URTEAGA NONE APPROVED DATE B. MUELLER 4 / 9 f ED STANDARD DRAWNG NO. WOJ

11 GENERAL WATER NOTES WORK SHALL BE ACCOMPLSHED UNDER THE APPROVAL, NSPECTON AND TO THE SATSFACTON OF THE EL DORADO RRGATON DSTRCT (ED). CONSTRUCTON SHALL CONFORM TO THESE PLANS AND ED's LATEST VERSON OF THE TECHNCAL SPECFCATONS AND STANDARD DRAWNGS. CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTON CONFERENCE WTH ED NSPECTON 5 WORKNG DAYS N ADVANCE OF DONG WORK WTHN THER JURSDCTON. CONSTRUCTON SHALL BE STARTED NO LATER THAN FVE(5) DAYS AFTER THE PRECONSTRUCTON CONFERENCE. 3 LOCATON OF ALL UNDERGROUND FACLTES ARE APPROXMATE ONLY - THE CONTRACTOR SHALL BE RESPONSBLE FOR VERFYNG THE LOCATON AND DEPTH OF ALL FACLTES PROR TO ANY EXCAVATON. 4 CONTRACTOR SHALL BE RESPONSBLE FOR LOCATNG AND PROTECTNG ALL UNDERGROUND FACLTES AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVCES ALERT (USA) 48 HOURS PROR TO ANY EXCAVATON WORK FOR DETERMNATON AND LOCATON OF UNDERGROUND UTLTES (PHONE ) 5 CONNECTONS TO EXSTNG WATER FACLTY SHALL BE DONE BY A LCENSED CONTRACTOR N ACCORDANCE WTH ED TE-N PROCEDURES PER TECHNCAL SPECFCATON. 6 WHERE EXCAVATONS FOR ANY FACLTES CONSTRUCTON EXCEED 5 FEET N DEPTH, CONTRACTOR SHALL OBTAN AN EXCAVATON PERMT FORM CAL/OSHA N SACRAMENTO (PHONE ) POST PERMT AT THE CONSTRUCTON STE AND COMPLY WTH ALL REQUREMENTS. 7 THE CONTRACTOR SHALL NOTFY ED NSPECTON 48 HOURS PROR TO START OR RESTART OF WORK. 8 9 ONLY ED PERSONNEL SHALL OPERATE ANY VALVES ON EXSTNG WATER SYSTEM. THE TOTAL STE REQURED FRE FLOW S GPM AT PSG RESDUAL. BASED UPON A HYDRAULC GRADE LNE OF_ FT AT STATC CONDTONS AND _FT MAXMUM DAY DEMANDS, THE MAXMUM AND MNMUM PRESSURES ARE CALCULATED RESPECTVELY. PPELNES SHALL BE DSNFECTED, FLUSHED AND HYDROSTATCALLY TESTED N ACCORDANCE WTH ED'S TECHNCAL SPECFCATON. DURNG FRE FLOW AND TO BE PS AND PS SERVCE NSTALLATONS N ROADWAYS WTH CUTS OR FLLS GREATER THAN 6 FEET N HEGHT AND SLOPES STEEPER THAN 3o SHALL HAVE THE METER BOX SET AT FNSH GRADE NEXT TO THE ROAD N THE LOCATON DRECTED BY ED. THE SERVCE LNE SHALL THEN BE EXTENDED 5 FEET BEYOND THE SLOPE CATCH PONT WTH PVC SCHEDULE 4 SZED TO MATCH THE SERVCE. PLACE STEEL T -POSTS PANTED BLUE AT THE END OF THS SERVCE LNE. 3 LDS SHALL BE MARKED "WATER". 4 CURBS SHALL BE WET STAMPED WTH A '''' BRAND WHERE WATER SERVCES NTERCEPT. 5 CONTRACTOR SHALL HAVE A COPY OF ED'S CONSTRUCTON STANDARDS ON THE JOB. 6 REVSONS TO THE DRAWNGS MUST BE APPROVED N WRTTNG BY ED. 7 STAKNG NFORMATONo MNMUM SPACNG SHALL BE 5 FEET (5 FEET N RADUS) UNLESS OTHERWSE DRECTED BY ED. NFORMATON WLL NCLUDE OFFSET, TYPE OF FACLTY AND CUT TO FLOW LNE ON THE FRONT OF THE STAKE AND ELEVATON AND STATON NUMBER ON THE BACK. ANGLE PONTS AND APPURTENANCES TO BE STAKED NCLUDNG LNE AND CURB STAKES AS NEEDED, CUT SHEETS REQURED WHERE SUBGRADE HAS NOT BEEN MADE. EL DORADO f<f<a TON D5Tf<CT GENERAL WATER NOTES DRAWN BY A. URTEAGA APPROVED B. MUELLER SCALE REVSON DATE BY NONE DATE 4 9 r, j ED STANDARD DRAWNG NO. W4

12 PRECONSTRUCTON CHECKLST PROJECT NAME: NSPECTOR: PROJECT W.O. #: DATE: CONTRACTOR:. Safety is the responsibility of the Contractor; OSHA permit required on-site and PSM training hen needed.. Structural backfill requirements apply to all manholes; 95% relative compaction required for backfill ithin 5 feet of structures. 3. What type of material is Contractor going to be using on ater, recycled ater and/or seer for bedding and shading? Lob testing required. 4. Protective coatings on manholes: Bit. Coat Exterior; nterior Lining as Directed. 5. Tests for ater: coliform, continuity, hydrostatic and cross connection test. Tests for recycled ater: continuity, hydrostatic ond cross connection test. Tests for seer: oir, hydro hydro manholes, mandrel, boll and flush and video inspection. 6. Fire hydrant thrust blocks and clearance to utility trench 36" hen possible, 4" minimum. 7. Conform ith ED approved materials list or provide 4 copies of submittals for revie & approval, per section, paragraph. of the Technical Specifications. 8. Thrust Blocks -- Conform to W9 -- Reducers need special design. 9. Tracer ire is required on all oppurtononces.. One-piece valve risers, use C9 pipe, purple risers for recycled ater valves.. Starting dote of project?. No common trenches. 3. Staking nformation: minimum spacing shall be 5 feet (5 feet in radius) unless otherise directed by the District. nformation to include offset, type of facility and cut to flo line on the front of the stoke and elevation and station number on the back. Angle points and appurtenances to be stoked including line and curb stakes as needed. Cut sheets required for seer, ater and recycled ater hen subgrade has not been mode or hen pipeline profile does not parallel rood surface profile. 4. Contractor to have a set of ED standard specifications on-site. 5. Extend ater, recycled ater and seer services as required. 6. Any damage to installed ater, recycled ater and seer facilities, as a result of ork by other trades, shall be repaired by the et utility contractor, no exceptions. 7. Ductile iron pipe poly encasement, tube type. 8. Poly rap all fittings and valves; coat all bolts and nuts. 9. f ork does not start ithin 5 days, another Pre-job may be required.. Open graded material not alloed in ED trenches.. Certificate of Compliance required for all materials - upfront.. Obtain copies or other verification of appropriate Contractor License. Class A or C All Change Orders for this ork must be revieed and approved by ED and DOT. 4. No ork on Change Orders until approved by ED and DOT. 5. Ask if Asbestos Mitigation Plan is required for project -- if so request copy. 6. Easements: Must be provided and approved by Right-of-Way before Punch List and/or Certificate of Substantial Completion is provided. 7. nspection costs con be reduced by keeping your inspector informed of ork schedules, especially hen no ork is to be performed on District facilites for one day or longer. Other ays include anticipating changes in advance and use of correct materials. Form E-36 rev 4/9 EL DORADO f<f<a TON D5Tf<CT m " m ro PRECONSTRUCT/ON CHECK LST DRAWN BY SCALE REVSON DATE BY ED STANDARD A. URTEAGA NONE DRAWNG NO. APPROVED DATE os o B. MUELLER 4 / 9 N

13 M:\_STANDARD DESGN DETALS CAD\_REFERENCES\ PUBLSHED DESGN DETALS\TASK-STANDARD DETALS & DC MANUAL\# WATER DWGS\AUTOCAD SET\W6 - SAMPLE CP COVER SHEET.DWG A8 "ARV RANCHO DEL SOL UNT NO. 6 9 B/O 36" CONCRETE PPE 65 A MRADA 63 B/O 63 ARV 59 5 "B/O A7 5 "ARV A4 48" 36" A 68 "B/O " B/O "B/O DORADO EL CAMNO POLLOCK PNES DEL PUERTA DEL SOL 36" COURT 6"AC CL5 PNTA DEL "B/O SOL CAMNO CONDUT 36" CONCRETE PPE 6"AC CL5 QUESTA COURT B/O PUERTA DEL SOL 6"AC CL5 6"AC CL "B/O PUERTA 8"AC CL5 33 SOL B/O 36" 48" CAMNO "A.C. CL. 5 CONDUT 48" CONCRETE PPE 3 5 B/O 7 8 CAMNO 6"A.C. CL "AC CL5 6"AC CL5 DWG. NO. 44 6"AC CL 6"AC CL5 6"AC CL5 6"AC CL5 8"AC CL ARV ARV 36" 36" 48" 6 48" 36" ARV 36" "AC CL5 5 4 "B/O ARV "AC CL5 69 LOMA 8"AC CL5 DEL RANCHO DEL SOL UNT NO. 6"AC CL5 NORTE 6"AC CL5 A ARV ARV 6"AC CL5 5 A9 A SOL DWG NO "A.C. CL. CONCRETE CHUTE 6"AC CL CRCLE A3 6 36" 48" CAMNO CONDUT 7 RANCHO DEL SOL UNT NO PLACERVLLE DAMOND SPRNGS AERAL MAP FOR SCHEMATC USE ONLY PUERTA DEL SOL SEE SHEET 3 VCNTY MAP NO SCALE NDEX MAP EL DORADO RRGATON DSTRCT CONTRACT DRAWNGS FOR CONTRACT No. XXX-XX PROJECT PHASE PROJECT TTLE PROJECT No. XXXXXX.XX SHEET NDEX PROJECT AREA. TTLE SHEET. GENERAL NOTES AND SYMPOLOGY 3. STE PLAN - EXSTNG / DEMO 4. STE PLAN - WATER / SEWER 5. PLAN AND PROFLE B.M.NO. SEE STE PLANS TYPE OF MARKER: SEE STE PLANS LOCATON : SEE STE PLANS Board of Directors George Osborne - District Greg Prada - District Bill George - District 3 Dale Coco, MD - District 4 Alan Day - District 5 General Manager Jim Abercrombie APPROVED FOR CONSTRUCTON: FOR SCHEMATC USE ONLY BRAN MUELLER DATE DRAWN BY L. A. NOTARO APPROVED B. MUELLER SCALE REVSON DATE BY ED STANDARD NONE 6//5 TS DRAWNG NO. DATE / 9 DRECTOR OF ENGNEERNG EL DORADO RRGATON DSTRCT NO. DATE REVSON BY APP'D // NTAL RELEASE DRBY ENG DRAWN BY: CHECKED BY: SCALE: DRAFTER ENGNEER AS SHOWN EL DORADO RRGATON DSTRCT 89 MOSQUTO ROAD - P.O. BOX 47 PLACERVLLE, CALFORNA PROJECT PHASE PROJECT TTLE TTLE SHEET DATE: PROJECT NO.: DWG. NO. PROJECT DATE XXXXXX.XX XXXX LOMA DEL NORTE PUERTA DEL SOL LOMA DEL NORTE SHEET OF X SHEETS

14 PRESSURE RELEF LEGEND LEGEND STE PLAN SYMBOLOGY PPNG SYMBOLOGY M:\_STANDARD DESGN DETALS CAD\_REFERENCES\ PUBLSHED DESGN DETALS\TASK-STANDARD DETALS & DC MANUAL\# WATER DWGS\AUTOCAD SET\W6A - SAMPLE CP GENERAL NOTES AND SYMBOLOGY SHEET.DWG PNE TREE OAK TREE DEMOLTON DESGNATON DESGN CRTERA CAPACTY: DMENSONS: DAMETER SDE WALL HT OVERFLOW, AFF KNUCKLE RADUS CONNECTONS: NLET/OUTLET 8" OVERFLOW 8" MAN DRAN 8" FLOOR DRAN 4" ROOF VENT 4" SESMC DESGN CATEGORY SNOW (Pg) WND SPEED GENERAL WATER NOTES TEE PRS EXSTNG " " 4" BACKFLOW PREVENTON DEVCE BENDS BLND FLANGE BLOWOFF WTH SZE BUTTERFLY VALVE CAP CHECK VALVE DOMESTC PPELNE (E) 8"W 8"W WTH SZE CROSS AR RELEASE VALVE, COMBNATON AR VACUUM & AR RELEASE VALVE W/SZE EXPANDER / REDUCER FRE HYDRANT GATE VALVE PRESSURE REDUCNG STATON PRESSURE RELEF VALVE WTH SZE SERVCE LATERAL WTH METER BOX. WORK SHALL BE ACCOMPLSHED UNDER THE APPROVAL, NSPECTON AND TO THE SATSFACTON OF THE EL DORADO RRGATON DSTRCT (ED). CONSTRUCTON SHALL CONFORM TO THESE PLANS AND ED's LATEST VERSON OF THE TECHNCAL SPECFCATONS AND STANDARD DRAWNGS.. CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTON CONFERENCE WTH ED NSPECTON 5 WORKNG DAYS N ADVANCE OF DONG WORK WTHN THER JURSDCTON. CONSTRUCTON SHALL BE STARTED NO LATER THAN FVE(5) DAYS AFTER THE PRECONSTRUCTON CONFERENCE. 3. LOCATON OF ALL UNDERGROUND FACLTES ARE APPROXMATE ONLY - THE CONTRACTOR SHALL BE RESPONSBLE FOR VERFYNG THE LOCATON AND DEPTH OF ALL FACLTES PROR TO ANY EXCAVATON. 4. CONTRACTOR SHALL BE RESPONSBLE FOR LOCATNG AND PROTECTNG ALL UNDERGROUND FACLTES AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVCES ALERT (USA) 48 HOURS PROR TO ANY EXCAVATON WORK FOR DETERMNATON AND LOCATON OF UNDERGROUND UTLTES (PHONE ) 5. CONNECTONS TO EXSTNG WATER FACLTY SHALL BE DONE BY A LCENSED CONTRACTOR N ACCORDANCE WTH ED TE-N PROCEDURES PER TECHNCAL SPECFCATON. 6. WHERE EXCAVATONS FOR ANY FACLTES CONSTRUCTON EXCEED 5 FEET N DEPTH, CONTRACTOR SHALL OBTAN AN EXCAVATON PERMT FORM CAL/OSHA N SACRAMENTO (PHONE ) POST PERMT AT THE CONSTRUCTON STE AND COMPLY WTH ALL REQUREMENTS. 7. THE CONTRACTOR SHALL NOTFY ED NSPECTON 48 HOURS PROR TO START OR RESTART OF WORK. 8. ONLY ED PERSONNEL SHALL OPERATE ANY VALVES ON EXSTNG WATER SYSTEM. 9. THE TOTAL STE REQURED FRE FLOW S GPM AT PSG RESDUAL.. BASED UPON A HYDRAULC GRADE LNE OF FT AT STATC CONDTONS AND FT DURNG FRE FLOW AND MAXMUM DAY DEMANDS, THE MAXMUM AND MNMUM PRESSURES ARE CALCULATED TO BE PS AND PS RESPECTVELY.. PPELNES SHALL BE DSNFECTED, FLUSHED AND HYDROSTATCALLY TESTED N ACCORDANCE WTH ED'S TECHNCAL SPECFCATON.. SERVCE NSTALLATONS N ROADWAYS WTH CUTS OR FLLS GREATER THAN 6 FEET N HEGHT AND SLOPES STEEPER THAN 3: SHALL HAVE THE METER BOX SET AT FNSH GRADE NEXT TO THE ROAD N THE LOCATON DRECTED BY ED. THE SERVCE LNE SHALL THEN BE EXTENDED 5 FEET BEYOND THE SLOPE CATCH PONT WTH PVC SCHEDULE 4 SZED TO MATCH THE SERVCE. PLACE STEEL T-POSTS PANTED BLUE AT THE END OF THS SERVCE LNE. 3. LDS SHALL BE MARKED "WATER". C 56 lbs/ft² 85 mph 3, GAL 5,87 GAL/FT 3'-" 57'-" 57.5' 3'-" 4. CURBS SHALL BE WET STAMPED WTH A "W" BRAND WHERE WATER SERVCES NTERCEPT. 5. CONTRACTOR SHALL HAVE A COPY OF ED'S CONSTRUCTON STANDARDS ON THE JOB. 6. REVSONS TO THE DRAWNGS MUST BE APPROVED N WRTNG BY ED. NOTES TEE PROPOSED RP DC PRS " " 4" CROSS COMBNATON AR VACUUM & AR RELEASE VALVE W/SZE UNLESS OTHERWSE NOTED REDUCED PRESSURE ASSEMBLY DETECTOR CHECK VALVE ASSEMBLY BENDS BLND FLANGE BLOWOFF WTH SZE BUTTERFLY VALVE CAP CHECK VALVE DOMESTC PPELNE WTH SZE EXPANDER / REDUCER FRE HYDRANT GATE VALVE PRESSURE REDUCNG STATON VALVE WTH SZE SERVCE LATERAL WTH METER BOX. THESE SYMBOLS SHALL BE USED ON ALL PLANS SUBMTTED FOR THE APPROVAL OF E..D.. VALVE SZE S SAME AS LNE SZE UNLESS OTHERWSE NOTED. 3. DESGN ENGNEER TO DENOTE TYPE OF AR VALVE ON PLANS. 7. STAKNG NFORMATON: MNMUM SPACNG SHALL BE 5 FEET (5 FEET N RADUS) UNLESS OTHERWSE DRECTED BY ED. NFORMATON WLL NCLUDE OFFSET, TYPE OF FACLTY AND CUT TO FLOW LNE ON THE FRONT OF THE STAKE AND ELEVATON AND STATON NUMBER ON THE BACK. ANGLE PONTS AND APPURTENANCES TO BE STAKED NCLUDNG LNE AND CURB STAKES AS NEEDED, CUT SHEETS REQURED WHERE SUBGRADE HAS NOT BEEN MADE. 5.5 NOTES: T E CO MH PP TP WH TH-"X" EMBANKMENT SLOPE CONTOUR VEGETATON CLEAN OUT MANHOLE POWER POLE TELEPHONE POLE WHARF HYDRANT EXSTNG SPOT ELEVATON FNSHED SPOT ELEVATON HORZONTAL CP-X, CONTROL PONT BENCHMARK DENTFCATON AND APPROXMATE LOCATON OF SOL TEST HOLE GUYWRE. UTLTES THAT ARE SUSPENDED ABOVE GRADE ARE DESGNATED BY THE PREFX "OH". CONC CONCRETE TELEPHONE LNE ELECTRC LNE DRANAGE FLOW CHAN LNK FENCE PROPERTY LNE CENTERLNE ABBREVATONS FEL+C FUSON EPOXY LNED + COATED (E) EXSTNG BMP BEST MANAGMENT PRACTCES SWPPP STORM WATER POLLUTON PREVENTON PLAN EG EXSTNG GROUND FG FNSHED GROUND TOC TOP OF CONCRETE VALVES S X MSCELLANEOUS FM GATE VALVE GLOBE VALVE BALL VALVE CHECK VALVE BUTTERFLY VALVE DAPHRAGM VALVE PLUG VALVE PRESSURE REDUCNG VALVE AR RELEF / VACUUM VALVE ARV = AR RELEF V/ARV = VACUUM/AR RELEF PRESSURE REGULATNG VALVE BALANCNG VALVE NEEDLE VALVE SOLENOD VALVE VARABLE AREA METER ROTAMETER UNON FLANGED CONNECTON MECHANCAL JONT - RESTRANED WYE-STRANER FLOW METER FLEXBLE HOSE OR TUBNG FLEXBLE PPNG CONNECTON LNE SZE CHANGE (CONCENTRC REDUCER) LNE SZE CHANGE (ECCENTRC REDUCER) LNE TURNNG DOWN LNE TURNNG UP BLND FLANGE GROOVED COUPLNG (VCTAULC OR EQUAL) SLEEVE TYPE COUPLNG FLANGED COUPLNG ADAPTER (FCA) HARNESSED MECHANCAL COUPLNG HARNESSED FLANGED COUPLNG ADAPTER (HFCA) DOUBLE MECHANCAL JONT MSCELLANEOUS (CONTNUED) T HB-X HR FD NOTES: BU D CO PRESSURE GAGE (W/COCK) THERMOMETER TRAP QUCK DSCONNECT CAM & GROOVE COUPLNG CAP or PLUG NTEROR CLEANOUT HOSE VALVE, HOSE BBB OR FLUSHNG CONNECTON HOSE RACK FLOOR DRAN PPE N SECTON BELL UP (PLAN) DRAN (SECTON OR SCHEMATC) SYMBOLOGY SHOWN S FOR SNGLE LNE PPNG. DOUBLE LNE PPNG SYMBOLS ARE SMLAR. MATERALS N PLAN/SECTON DEMOLTON (FEATURES AS NDCATED ON PLANS) DEMOLTON (CONCRETE SLABS, WALKWAYS OR PAVNG AS NOTED) CONCRETE GRAVEL (N PLAN) ASPHALT (N PLAN) GRANULAR FLL SAND (N SECTON) EARTH STRUCTURAL FLL OR ENGNEERED FLL AS NDCATED ON PLANS METAL (SECTON) GRATNG (PLAN) CHECKERED PLATE RGD NSULATON BATT NSULATON WOOD - CONTNUOUS WOOD - NON CONTNUOUS PLYWOOD ACCOUSTCAL NSULATON DRAWN BY L. A. NOTARO APPROVED B. MUELLER SCALE NONE DATE / 9 REVSON DATE BY ED STANDARD DRAWNG NO NO. DATE REVSON BY APP'D // NTAL RELEASE DRBY ENG DRAWN BY: CHECKED BY: SCALE: DRAFTER ENGNEER AS SHOWN EL DORADO RRGATON DSTRCT 89 MOSQUTO ROAD - P.O. BOX 47 PLACERVLLE, CALFORNA PROJECT PHASE PROJECT NAME GENERAL NOTES AND SYMBOLOGY DATE: PROJECT NO.: DWG. NO. PROJECT DATE XXXXXX.XX XXXX SHEET OF X SHEETS

15 M:\_STANDARD DESGN DETALS CAD\_REFERENCES\ PUBLSHED DESGN DETALS\TASK-STANDARD DETALS & DC MANUAL\# WATER DWGS\AUTOCAD SET\W6B - SAMPLE CP WATER PLAN AND PROFLE.DWG DRAWN BY: DATE: SHEET M.H. T-4 RM ELEV: SUMP ELEV:77.8 NV N:77.' 8" PVC M.H. T-3 RM ELEV:779.9 SUMP ELEV:774.5 NV N:774.8' 8" PVC NV OUT:774.7' 8" PVC M.H. T- RM ELEV: SUMP ELEV:776.8 NV OUT:776.' 8" PVC NLET NV. 77.' OUTLET NV ' NLET NV. 774.' 8" SDR S:.74 8" PVC C9-CL5 8" SDR S:.76 8" PVC C9-CL5 OUTLET NV ' 5. LF± 4.9 LF± EL=774.6'± RM EL '± 8" PVC C9-CL5 RM EL '± 5. LF± BVCS: +5. BVCE: ' EVCS: EVCE: 78.49' RM EL '± EXSTNG GROUND BVCS: 7+. BVCE: 789.' LVC: 3.' HPTS: HPTE: ' PVS: 8+5. PVE: 79.5' K: 36.6 PROPOSED CL GRADE LVC: 5.' LPTS: +5. LPTE: ' PVS: 3+. PVE: ' K: 8.5 EVCS: +. EVCE: ' "=4' "=4' " BO EL=775.'± 3" MN. TO SUBGRADE 8" TEE EL=776.8'± 3+95'± 6" SS 4+8'± 6" SS 4+34'± " WS 4+4'± " WS Horiz. " = 4' PROPOSED SUBGRADE " ARV EL=786.'± CAP W/ " BO EL=786.'± ' ED WATER LNE ESMT (E) 8"W START OF=7.5' R CONNECT TO (E) 8" STUB W/ 8" GV +5.3 OF=4.34' R " BO OF=7.6' R 8" TEE W/ 3-8" GV OF=4.3' R " ARV 3+95 S88 4' 8.44"W L=4.85' 8"W 8"W FAR AWAY LN. S88 4' 8.44"W L=5.9' S88 4' 8.44"W L=5.4' ' MN. SEPERATON 8"SS 8"SS M.H. T-3 NV OUT:774.7' 8" PVC + RM ELEV:779.9 SUMP ELEV:774.5 NV N:774.8' 8" PVC + START M.H. T-4 RM ELEV: SUMP ELEV: 77.8 END M.H. T- RM ELEV: SUMP ELEV: P: PC: OF=39.46' L 8" STUB W/ " BO "SS OF=43.' L "WS END OF=5.56' R 6"SS OF=4.7' R "WS 8+4. OF=4.43' R CAP W/ " BO DRAWN BY L. A. NOTARO APPROVED B. MUELLER SCALE REVSON DATE BY ED STANDARD NONE DRAWNG NO. DATE / 9 REV. DATE DESCRPTON BY APP'D // NTAL RELEASE DRBY ENG CHECKED BY: SCALE: DRAWN BY ENGNEER AS SHOWN EL DORADO RRGATON DSTRCT 89 MOSQUTO ROAD - P.O. BOX 47 PLACERVLLE, CALFORNA PROJECT PHASE PROJECT NAME PLAN AND PROFLE PROJECT NO.: DWG. NO. PROJECT DATE XXXXXX.XX XXXX 5 OF X SHEETS

16 M:\_STANDARD DESGN DETALS CAD\_REFERENCES\ PUBLSHED DESGN DETALS\TASK-STANDARD DETALS & DC MANUAL\# WATER DWGS\AUTOCAD SET\W6B - SAMPLE CP WATER PLAN AND PROFLE.DWG DRAWN BY: DATE: SHEET M.H. T-4 RM ELEV: SUMP ELEV:77.8 NV N:77.' 8" PVC M.H. T-3 RM ELEV:779.9 SUMP ELEV:774.5 NV N:774.8' 8" PVC NV OUT:774.7' 8" PVC M.H. T- RM ELEV: SUMP ELEV:776.8 NV OUT:776.' 8" PVC NLET NV. 77.' OUTLET NV ' NLET NV. 774.' 8" SDR S:.74 8" PVC C9-CL5 8" SDR S:.76 8" PVC C9-CL5 OUTLET NV ' 5. LF± 4.9 LF± EL=774.6'± RM EL '± 8" PVC C9-CL5 RM EL '± 5. LF± BVCS: +5. BVCE: ' EVCS: EVCE: 78.49' RM EL '± EXSTNG GROUND BVCS: 7+. BVCE: 789.' LVC: 3.' HPTS: HPTE: ' PVS: 8+5. PVE: 79.5' K: 36.6 PROPOSED CL GRADE LVC: 5.' LPTS: +5. LPTE: ' PVS: 3+. PVE: ' K: 8.5 EVCS: +. EVCE: ' "=4' "=4' " BO EL=775.'± 3" MN. TO SUBGRADE 8" TEE EL=776.8'± 3+95'± 6" SS 4+8'± 6" SS 4+34'± " WS 4+4'± " WS Horiz. " = 4' PROPOSED SUBGRADE " ARV EL=786.'± CAP W/ " BO EL=786.'± ' ED WATER LNE ESMT (E) 8"W START OF=7.5' R CONNECT TO (E) 8" STUB W/ 8" GV +5.3 OF=4.34' R " BO OF=7.6' R 8" TEE W/ 3-8" GV OF=4.3' R " ARV "W 8"W FAR AWAY LN. S88 4' 8.44"W L=5.9' S88 4' 8.44"W L=5.4' S88 4' 8.44"W L=4.85' ' MN. SEPERATON 8"SS 8"SS NV OUT:774.7' 8" PVC NV N:774.8' 8" PVC M.H. T START M.H. T-4 RM ELEV: SUMP ELEV: 77.8 RM ELEV:779.9 SUMP ELEV:774.5 END M.H. T- RM ELEV: SUMP ELEV: P: PC: OF=39.46' L 8" STUB W/ " BO "SS OF=43.' L "WS END OF=5.56' R 6"SS OF=4.7' R "WS 8+4. OF=4.43' R CAP W/ " BO DRAWN BY L. A. NOTARO APPROVED B. MUELLER SCALE REVSON DATE BY ED STANDARD NONE DRAWNG NO. DATE / 9 REV. DATE DESCRPTON BY APP'D // NTAL RELEASE DRBY ENG CHECKED BY: SCALE: DRAWN BY ENGNEER AS SHOWN EL DORADO RRGATON DSTRCT 89 MOSQUTO ROAD - P.O. BOX 47 PLACERVLLE, CALFORNA PROJECT PHASE PROJECT NAME PLAN AND PROFLE PROJECT NO.: DWG. NO. PROJECT DATE XXXXXX.XX XXXX 5 OF X SHEETS

17 YOUR PROJECT NAME APN: XXX-XXX-XX Water Material List Model/ tem Manufacturer Type/Size Quantity Pipe Services Fire Hydrants Valves (by type) Seer Material List Model/ tem Manufacturer Type/Size Quantity Pipe Manholes Services VCNTY MAP NOT TO SCALE STE WTH UTLTES OMTTED, STE MAP OPTONAL WATER SERVCE CERTFCATON LEGEND hereby certify that the ater system as shon on Draing number, sheets through has been designed to provide each facility of this project ith adequate ater pressure and fire flo as of the date shon, based on criteria supplied by the El Dorado rrigation District. " AR RELEASE VALVE, COMBNATON AR VACUUM & AR RELEASE VALVE W/SZE BACKFLOW PREVENTON DEVCE RP DC " COMBNATON AR VACUUM & AR RELEASE VALVE W/SZE UNLESS OTHERWSE NOTED REDUCED PRESSURE ASSEMBLY DETECTOR CHECK VALVE ASSEMBLY Registered Civil Engineer RCE No. Date BENDS BENDS BLND FLANGE BLND FLANGE SEWER SERVCE CERTFCATON " " M:\_STANDARD DESGN DETALS CAD\9_SHEET_SETS\W7 SAMPLE COMMERCAL COVER SHEET.DWG BLOWOFF WTH SZE BLOWOFF WTH SZE BUTTERFLY VALVE BUTTERFLY VALVE CAP CAP CHECK VALVE CHECK VALVE DOMESTC PPELNE DOMESTC PPELNE (E) 8"W 8"W WTH SZE WTH SZE EXPANDER / REDUCER EXPANDER / REDUCER FRE HYDRANT FRE HYDRANT GATE VALVE GATE VALVE PRESSURE REDUCNG PRESSURE REDUCNG PRS PRS STATON STATON 4" 4" PRESSURE RELEF PRESSURE RELEF VALVE WTH SZE VALVE WTH SZE SERVCE LATERAL SERVCE LATERAL WTH METER BOX WTH METER BOX TEE CROSS TEE CROSS BENCH MARK/ BASS OF BEARNGS B.M. No. Elevation Type of Marker: Location: SHEET NDEX. COVER SHEET. NOTES 3. UTLTY PLAN 4. SAMPLE PLAN & PROFLE SHEET STE MAP hereby certify that the seer system as shon on Draing number, sheets through has been designed to provide each facility of this project ith seer service as of the date shon, based on criteria supplied by the El Dorado rrigation District. Registered Civil Engineer RCE No. Date RECORD DRAWNG CERTFCATE This set of Plans, having been revieed by me, reflect all approved revisions to the project knon to me, and all field deviations to the planned improvements by the construction contractor, as reported to me as of (Date). t does not represent field verification of planned improvements by me. Registered Civil Engineer RCE No. Date EL DORADO RRGATON DSTRCT 5.83 REV. DATE DESCRPTON BY APP'D // NTAL RELEASE DRBY ENG DRAWN BY: CHECKED BY: SCALE: DRAWN BY ENGNEER AS SHOWN EL DORADO RRGATON DSTRCT 89 MOSQUTO ROAD - P.O. BOX 47 PLACERVLLE, CALFORNA PROJECT PHASE PROJECT NAME CURRENT SHEET TTLE DATE: PROJECT NO.: DWG. NO. PROJECT DATE XXXXXX.XX XXXX SHEET OF X SHEETS

18 GENERAL WATER NOTES. WORK SHALL BE ACCOMPLSHED UNDER THE APPROVAL, NSPECTON AND TO THE SATSFACTON OF THE EL DORADO RRGATON DSTRCT (ED). CONSTRUCTON SHALL CONFORM TO THESE PLANS AND ED's LATEST VERSON OF THE TECHNCAL SPECFCATONS AND STANDARD DRAWNGS.. CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTON CONFERENCE WTH ED NSPECTON 5 WORKNG DAYS N ADVANCE OF DONG WORK WTHN THER JURSDCTON. CONSTRUCTON SHALL BE STARTED NO LATER THAN FVE(5) DAYS AFTER THE PRECONSTRUCTON CONFERENCE. 3. LOCATON OF ALL UNDERGROUND FACLTES ARE APPROXMATE ONLY - THE CONTRACTOR SHALL BE RESPONSBLE FOR VERFYNG THE LOCATON AND DEPTH OF ALL FACLTES PROR TO ANY EXCAVATON. 4. CONTRACTOR SHALL BE RESPONSBLE FOR LOCATNG AND PROTECTNG ALL UNDERGROUND FACLTES AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVCES ALERT (USA) 48 HOURS PROR TO ANY EXCAVATON WORK FOR DETERMNATON AND LOCATON OF UNDERGROUND UTLTES (PHONE ) 5. CONNECTONS TO EXSTNG WATER FACLTY SHALL BE DONE BY A LCENSED CONTRACTOR N ACCORDANCE WTH ED TE-N PROCEDURES PER TECHNCAL SPECFCATON. 6. WHERE EXCAVATONS FOR ANY FACLTES CONSTRUCTON EXCEED 5 FEET N DEPTH, CONTRACTOR SHALL OBTAN AN EXCAVATON PERMT FORM CAL/OSHA N SACRAMENTO (PHONE ) POST PERMT AT THE CONSTRUCTON STE AND COMPLY WTH ALL REQUREMENTS. 7. THE CONTRACTOR SHALL NOTFY ED NSPECTON 48 HOURS PROR TO START OR RESTART OF WORK. 8. ONLY ED PERSONNEL SHALL OPERATE ANY VALVES ON EXSTNG WATER SYSTEM. 9. THE TOTAL STE REQURED FRE FLOW S GPM AT PSG RESDUAL. M:\_STANDARD DESGN DETALS CAD\_REFERENCES\ PUBLSHED DESGN DETALS\TASK-STANDARD DETALS & DC MANUAL\# WATER DWGS\AUTOCAD SET\W7A - SAMPLE COMMERCAL GENERAL NOTES SHEET.DWG. BASED UPON A HYDRAULC GRADE LNE OF FT AT STATC CONDTONS AND FT DURNG FRE FLOW AND MAXMUM DAY DEMANDS, THE MAXMUM AND MNMUM PRESSURES ARE CALCULATED TO BE PS AND PS RESPECTVELY.. PPELNES SHALL BE DSNFECTED, FLUSHED AND HYDROSTATCALLY TESTED N ACCORDANCE WTH ED'S TECHNCAL SPECFCATON.. SERVCE NSTALLATONS N ROADWAYS WTH CUTS OR FLLS GREATER THAN 6 FEET N HEGHT AND SLOPES STEEPER THAN 3: SHALL HAVE THE METER BOX SET AT FNSH GRADE NEXT TO THE ROAD N THE LOCATON DRECTED BY ED. THE SERVCE LNE SHALL THEN BE EXTENDED 5 FEET BEYOND THE SLOPE CATCH PONT WTH PVC SCHEDULE 4 SZED TO MATCH THE SERVCE. PLACE STEEL T-POSTS PANTED BLUE AT THE END OF THS SERVCE LNE. 3. LDS SHALL BE MARKED "WATER". 4. CURBS SHALL BE WET STAMPED WTH A "W" BRAND WHERE WATER SERVCES NTERCEPT. 5. CONTRACTOR SHALL HAVE A COPY OF ED'S CONSTRUCTON STANDARDS ON THE JOB. 6. REVSONS TO THE DRAWNGS MUST BE APPROVED N WRTNG BY ED. 7. STAKNG NFORMATON: MNMUM SPACNG SHALL BE 5 FEET (5 FEET N RADUS) UNLESS OTHERWSE DRECTED BY ED. NFORMATON WLL NCLUDE OFFSET, TYPE OF FACLTY AND CUT TO FLOW LNE ON THE FRONT OF THE STAKE AND ELEVATON AND STATON NUMBER ON THE BACK. ANGLE PONTS AND APPURTENANCES TO BE STAKED NCLUDNG LNE AND CURB STAKES AS NEEDED, CUT SHEETS REQURED WHERE SUBGRADE HAS NOT BEEN MADE. GENERAL SEWER NOTES. ALL WORK WLL BE SUBJECT TO NSPECTON AND APPROVAL BY THE EL DORADO RRGATON DSTRCT (ED). ALL CONSTRUCTON SHALL CONFORM TO THESE PLANS AND ED'S LATEST VERSON OF THE TECHNCAL SPECFCATONS AND STANDARD DRAWNGS.. CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTON CONFERENCE WTH ED NSPECTON 5 WORKNG DAYS N ADVANCE OF DONG WORK WTHN THER JURSDCTON. CONSTRUCTON SHALL BE STARTED NO LATER THAN FVE (5) DAYS AFTER THE PRECONSTRUCTON CONFERENCE. 3. LOCATON OF ALL UNDERGROUND FACLTES ARE APPROXMATE ONLY - THE CONTRACTOR SHALL BE RESPONSBLE FOR VERFYNG THE LOCATON AND DEPTH OF ALL FACLTES PROR TO ANY EXCAVATON. 4. CONTRACTOR SHALL BE RESPONSBLE FOR LOCATNG AND PROTECTNG ALL UNDERGROUND FACLTES AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVCES ALERT (USA) 48 HOURS PROR TO ANY EXCAVATON WORK FOR DETERMNATON AND LOCATON OF UNDERGROUND UTLTES (PHONE ) 5. CONNECTONS TO EXSTNG SEWER FACLTES SHALL BE DONE BY A LCENSED CONTRACTOR N ACCORDANCE WTH ED TE-N PROCEDURES PER TECHNCAL SPECFCATONS. 6. WHERE EXCAVATONS FOR ANY FACLTES CONSTRUCTON EXCEED 5 FEET N DEPTH, CONTRACTOR SHALL OBTAN AN EXCAVATON PERMT FORM CAL/OSHA N SACRAMENTO (PHONE ). 7. SERVCE NSTALLATONS N ROADWAYS WTH CUTS OR FLLS GREATER THAN 6 FEET N HEGHT AND SLOPES STEEPER THAN 3: SHALL HAVE THE CLEAN OUT SET AT FNSH GRADE NEXT TO THE ROAD N THE LOCATON DRECTED BY THE DSTRCT. THE SERVCE LNE SHALL THEN BE EXTENDED 5 FEET BEYOND THE SLOPE CATCH PONT WTH PVC SDR 35 SZED TO MATCH THE SERVCE. PLACE STEEL T-POSTS PANTED GREEN AT THE END OF THS SERVCE LNE. 8. ALL LDS SHALL BE MARKED "SEWER". 9. ALL CURBS SHALL BE WET STAMPED WTH AN "S" BRAND WHERE SEWER SERVCES NTERCEPT.. LNED MANHOLES REQURED.. CONTRACTOR SHALL HAVE A COPY OF THE ED'S CONSTRUCTON STANDARDS ON THE JOB.. ALL REVSONS TO THESE DRAWNGS MUST BE APPROVED N WRTNG BY ED. 3. THE CONTRACTOR SHALL NOTFY THE ED NSPECTOR 48 HOURS PROR TO START OR RESTART OF WORK. 4. STAKNG NFORMATON: MNMUM SPACNG SHALL BE 5 FEET (5 FEET N RADUS) UNLESS OTHERWSE DRECTED BY ED. NFORMATON WLL NCLUDE OFFSET, TYPE OF FACLTY AND CUT TO FLOW LNE ON THE FRONT OF THE STAKE AND ELEVATON AND STATON NUMBER ON THE BACK. ANGLE PONTS AND APPURTENANCES TO BE STAKED NCLUDNG LNE AND CURB STAKES AS NEEDED, CUT SHEETS REQURED WHERE SUBGRADE HAS NOT BEEN MADE. 5. ON REPLACEMENT PROJECTS, THE EXSTNG FACLTY MUST REMAN N SERVCE UNTL THE NEW UTLTY S ACCEPTED AND PUT NTO SERVCE REV. DATE DESCRPTON BY APP'D // NTAL RELEASE DRBY ENG DRAWN BY: CHECKED BY: SCALE: DRAWN BY ENGNEER AS SHOWN EL DORADO RRGATON DSTRCT 89 MOSQUTO ROAD - P.O. BOX 47 PLACERVLLE, CALFORNA PROJECT PHASE PROJECT NAME CURRENT SHEET TTLE DATE: PROJECT NO.: DWG. NO. PROJECT DATE XXXXXX.XX XXXX SHEET OF X SHEETS

19 REV. DATE DESCRPTON BY APP'D // NTAL RELEASE DRBY ENG M:\_STANDARD DESGN DETALS CAD\_REFERENCES\ PUBLSHED DESGN DETALS\TASK-STANDARD DETALS & DC MANUAL\# WATER DWGS\AUTOCAD SET\W7B - SAMPLE COMMERCAL STE PLAN SHEET.DWG + (E) 8"SS + + DRAWN BY: CHECKED BY: SCALE: DRAWN BY ENGNEER AS SHOWN + (E) 8"W (E) 8"W (E) 8"SS + Scale Horiz. " = ' EL DORADO RRGATON DSTRCT 89 MOSQUTO ROAD - P.O. BOX 47 PLACERVLLE, CALFORNA N 45'.49"W L=56.9' 8"W N88 4' 3.59"E L=66.48' 5' (E) 6" SS CONNECT TO 5' (P) ' ED EASEMENT SSCO PROJECT PHASE PROJECT NAME UTLTY PLAN 5+ DRAWN BY L. A. NOTARO APPROVED B. MUELLER S88 4' 8.44"W L=5.9' SCALE REVSON DATE BY ED STANDARD NONE DRAWNG NO. DATE / 9 DATE: PROJECT NO.: DWG. NO. PROJECT DATE XXXXXX.XX XXXX SHEET 3 OF X SHEETS 6+

20 N 45'.49"W L=56.9' 8"W + 8" 9 ELBOW START +.36 CONNECT TO (E) 8" STUB N88 4' 3.59"E L=66.48' OF=-3.9' L " WS M:\_STANDARD DESGN DETALS CAD\_REFERENCES\ PUBLSHED DESGN DETALS\TASK-STANDARD DETALS & DC MANUAL\# WATER DWGS\AUTOCAD SET\W7C - SAMPLE COMMERCAL PLAN AND PROFLE SHEET.DWG (E) 8"SS 4+ BVCS: +8.3 BVCE: 78.4' PROPOSED SUBGRADE 3" MN. TO SUBGRADE CONNECT TO (E) 8" STUB EL=775.9'± 56.3 LF± 8" PVC C9-CL5 LVC:.9' HPTS: +9. HPTE: 78.86' PVS: PVE: 78.8' K: 94.6 PROPOSED GRADE END " GV, 8"x8""x6" TEE -6" GV END ELBOW -8" W/ 6" REDUCER EVCS: +9. EVCE: 78.8' +3 8" ELBOW EL=775.9'± + EXSTNG GROUND 66.5 LF± 8" PVC C9-CL5 8" ELBOW EL=775.9'± +.73 OF=-6.35' L 6" RPDA +.67 OF=-6.35' L FH W/ 6" GV DESCRPTON DRAWN BY: SHEET DATE: DATE REV. BY APP'D // NTAL RELEASE DRBY ENG DRAWN BY PROJECT DATE CHECKED BY: SCALE: ENGNEER AS SHOWN 6" FH EL=775.9'± 9 ELBOW -8" TO 6" REDUCER -6" GV EL=775.9'± Horiz. " = ' Profile Scale Horizontal "=' Vertical "=' EL DORADO RRGATON DSTRCT 89 MOSQUTO ROAD - P.O. BOX 47 PLACERVLLE, CALFORNA PROJECT PHASE PROJECT NAME PLAN AND PROFLE DRAWN BY L. A. NOTARO APPROVED B. MUELLER SCALE NONE DATE / 9 PROJECT NO.: DWG. NO. REVSON DATE BY XXXXXX.XX XXXX ED STANDARD DRAWNG NO. 4 OF X SHEETS

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24 TEM DEFNTON/ AP P Ll CAT N DESCRPTON/ TYPE MANUFACTURER NAME MODEL # VALVE BOX RSER DEBRS CAP FOR 8" DAMETER RSER RED HANDLE FOR VALVES NORMALLY CLOSED. BLUE HANDLE FOR NORMALLY OPEN. VALVES MUST HAVE LOCKABLE SYSTEM N PLJ\CE LOCK NOT REQURED. MUST HAVE.. TAG SW SERVCES EL DORADO f<f<a TON D5Tf<CT MANUFACTURER'S LST DRAWN BY A. URTEAGA APPROVED B. MUELLER SCALE REVSON DATE BY NONE DATE 4 og ED STANDARD DRAWNG NO. W8C

25 PAVED UNPAVED OTHER ' MN. AT TOP UTLTES OF EXCAVATON ASPHALT---.. LMTS OF PAVEMENT REPLACEMENT TYPCAL BOTH SDES ' J BOTH SDES SUBBASE (95% COMPACTON). SUBGRADE / '/V /"l i //'- ///;V/ FNAL 95% COMPACTON - ROADWAY / OTHER UTLTES EXCEPT SEWER, RECYCLED W ATE R ;::;--;---- <v <.- 6"// BACKFLL 9% COMPACTON - NON-ROADWAY»> (SEE NOTE 5) & STORM SS Spring line DRAN y 5/)):;/)>Y f,,, "' CL NTAL BACKFLL VARES':; 3" S 9% COMPACTON z MN. - t- COVER TO TOP -: :i'----:-:; / CD n OF PPE " " c, j r r PPE ZONE + y 9% COMPACTON / r r l '' " '/ //' y /. <<«<.->r,' '//: /" // / " CONSTRUCTON NOTES ''W" L TRENCH "D" - "" FOUNDATON. PERMTS SHALL BE REQURED FOR ANY EXCAVATON OVER 5 FEET N DEPTH, NTO WHCH A PERSON S REQURED TO DESCEND OR ANY EXCAVATON LESS THAN 5 FEET N DEPTH N SOLS WHERE HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED TRENCH WDTH TABLE AND NTO WHCH A PERSON S REQURED TO DESCEND. TOTAL TRENCH WDTH. PPE TO BE LAD WTH LABEL UP ON EACH JONT. PPE SZE 3. ROAD REPAR SHALL CONFORM TO JURSDCTONAL AGENCY MN MAX PERMT CONDTONS AND SPECFCATONS. 6" 8" 4" 4. COMPACTON S RELATVE TO ASTM " " 6" 5. ENCROACHMENT PERMT CONDTONS TAKE PRECEDENCE WHEN " 4" 3" MORE RESTRCTVE. 6" 4" 5" 6. SEWER UTLTES ARE NOT PERMTTED WTHN ' HORZONTALLY " 44" 56" AND/OR ' VERTCALLY OF WATER FACLTES. 4" 48" 6" 7. RECYCLED WATER AND STORM DRAN UTLTES ARE NOT PERMTTED WTHN 4' HORZONTALLY AND/OR ' VERTCALLY OF 3" 54" 66" WATER FACLTES. 36" 6" 7" 8. PPE SZES BELOW 6" REQURE A MNMUM TRENCH CLEARANCE 4" 66" 78" OF 6" ON EACH SDE OF PPE. 48" 7" 84" 9. NSTALL # TRACER WRE ON ALL APPURTENANCES. NSTALL A PULL BOX AT EVERY FEET NTERVAL OF TRACNG WRE ALONG THE PPE MAN. EL DORADO f<f<aton = N«Y ''>' D5Tf<CT TEM # CD GD DESCRPTON WOE BLUE NON METALLC WATER TRENCH SECTON WARNNG TAPE MARKED WATERLNE DRAWN BY SCALE REVSON DATE BY ED STANDARD TRACNG WRE M. SZELOVE NONE DRAWNG NO. # A.W.G. DR. BUR. APPROVED DATE W B. MUELLER 4 og

26 (( --UNSTABLE GRADE TEM # CD G) DESCRPTON NONWOVEN GEOTEXTLE CLOTH, MN. 8 OZ. PPE ZONE MATERAL 3/4" CRUSHED ROCK 3" TO 6" LARGE, ANGULAR ROCK, BROKEN CONCRETE. " WDE BLUE NON-METALLC WARNNG TAPE MARKED WATERLNE TRACNG WRE # A.W.G. DP. BUR. CONSTRUCTON NOTES. CONSTRUCTON SHALL HAVE PROR APPROVAL BY ED.. ALL EXCAVATON SHALL BE N CONFORMANCE WTH CAL/OSHA REQUREMENTS. EL DORADO f<f<a TON D5Tf<CT UNSTABLE SUBGRAOE DRAWN BY SCALE REVSON DATE BY M. SZELOVE NONE APPROVED DATE B. MUELLER 4 / 9 f ED STANDARD DRAWNG NO. WA

27 BACKFLL (! ' ' ' '. A ' ' ' 6" PLACE AS NEEDED 6" j o o o o o oo (3\ a o a o o ooo Oo o oo oqo o o oo oo o oo o a o o o o a o o o o o Oo o o o o o o o o o o o TEM # DESCRPTON NONWOVEN GEOTEXTLE CLOTH, MN. 8 OZ. PPE ZONE MATERAL 3/4" CRUSHED ROCK " WDE BLUE NON-METALLC WARNNG TAPE MARKED WATERLNE TRACNG WRE # A.W.G. DP. BUR. CONSTRUCTON NOTES. CONSTRUCTON SHALL HAVE PROR APPROVAL BY ED.. ALL EXCAVATONS SHALL BE N CONFORMANCE WTH CAL/OSHA REQUREMENTS. EL DORADO lf<f<c]a TJON DS Tf<CT DEWATERNG SUBGRADE DRAWN BY SCALE REVSON DATE LA NOTARO NONE /6/3 APPROVED B. MUELLER DATE 9/3 BY ED STANDARD DRAWNG NO. WB

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30 -HORZONTAL ;/ii;/;>> #4 8" C.... 8>:( " ' >Y "''«'' TRENCH WDTH D h... L : ' ' A"v"".. \ OD. ' '"//("'/ ' "'//('\/ L / /NX to... GROUND SURFACE '.!>[;(<» L -VERTCAL / '. #4 8" D.C.. 4" MN. //,/A// PLAN Joz. ' H rn' TRENCH BOTTOM / Y.,,,,v.... r SECTON REDUCER TRENCH TOTAL AREA DxD WDTH* L H H L NCL. TRENCH MN. BEARNG THRUST (N) (N) (N) (N) (N) (N) (N ) AREA*' (N ) (LBS) 8X X X X X X X X X X X X X X X X ' F A DFFERENT TRENCH WDTH S USED, THE THRUST BLOCK SHALL MANTAN THE MNMUM BEARNG AREA SHOWN. " BEARNG AREA REQURED ON UNDSTURBED SOL OUTSDE OF TRENCH. EL DORADO f<f<aton D5Tf<CT THRUST BLOCK DETALS DRAWN BY SCALE REVSON DATE BY ED STANDARD M. SZELOVE NONE DRAWNG NO. APPROVED DATE WA B. MUELLER + og

31 PAVEMENT PAVEMENT SUBGRADE SUBGRADE 'KEYED' 6" MN TYP SZE REBAR PER " ED DWG W. :«>:i ' 6" MN TYP N-LNE END VEW N-LNE NSTALLATON N-LNE SlOE VEW FLANGE x MJ VALVE (TYPCAL) SZE REBAR PER ED DWG W TEE NSTALLATON TEE SlOE VEW L 6" MN TYP FLANGE x MJ VALVE (TYPCAL) SZE REBAR PER Al='- DWG W 6" MN TYP CROSS NSTALLATON CROSS SlOE TEM # DESCRPTON G) 6"x6" CONCRETE COLLAR GATE VALVE THRUST BLOCK, SEE ED DWG W 8" PVC-C9 PPE RSER ONE PECE G5 CONCRETE VALVE WTH RON LD BOX CONSTRUCTON NOTES. CENTER AND PLUMB RSER OVER VALVE NUT.. SHAFT EXTENSON REQURED WHERE TOP OF NUT S MORE THAN 3' BELOW FNSH GROUND. SHAFT SHALL BE - /4" DA. WTH A SELF -CENTERNG DEVCE. SEE ED DWG W4. EL DORADO f<f<a TON D5Tf<CT DRAWN BY A. URTEAGA APPROVED B. MUELLER GATE VALVE NSTALLATON SCALE REVSON DATE NONE DATE 4 og BY i ED STANDARD DRAWNG NO. W

32 :i (fj (!) z :: r o._ :':j FNAL SURFACE "' + <D " AWWA WRENCH NUT SEE NOTE / 4" SEE NOTE 3 (fj _j ;i' :: <( U (/] "' _j ;i' :r: U :J m :::J o._ /"' U u ts :: LL :: /"' (/] _j i3 (fi :: <( U.--:. "' f-- z ::: ::::l VJ <( _j c:::: VJ Ct: TYP,l;,v/ / 4 n j - / 6" L SQUARE STEADYNG PLATE / 8" STEEL PLATE - 4" DA. STEEL SOLD ROD SHAFT EXTENSON SDE VEW CONSTRUCT ON NOTES. AN EXTENS ON SHALL BE REQURED WHEN THE VALVE OPERATNG NUT S 36" OR MORE BELOW THE FNAL SURFACE, OR AS SPECFED.. WRENCH NUT SHALL BE AS SPECFED N AWWA C5. PEEN TOP OF SHAFT TO SECURE THE NUT, OR ATTACH BY WELD NG. 3. STEADYNG PLATE DAMETER SHALL BE EQUAL TO THE NSDE DAMETER OF THE VALVE BOX EXTENSON MNUS 3/ 4". 4. SHAFT EXTENSON SHALL BE PERPENDCULAR TO PPE AND CONTRACTOR MUST DEMONSTRATE FREE MOVEMENT OF EXTENS ON ASSEMBLY PROR TO SGN-OFF. VALVE KEY /4" STEEL PLATE OR HEAVY DUTY SQUARE TUBNG TOP VEW j - / 6" L SQUARE BOTTOM VEW (r't---c-c---< TYP / 4 OPERATNG NUT & VALVE KEY ASSEMBLES AT VALVE 5. TOP OF SHAFT EXTENSON MUST EL OOQAOO JQQJA TON DS Tf<CT BE BETWEEN 8"-3" FROM THE TOP OF 8 " RSER PPE AND ALLOW FOR PROPER NSTALLATON OF DEBRS CAP N 8" RSER. DRAWN BY A. URTEAGA APPROVED B. MUELLER VALVE OPERATNG SHAFT EXTENSON NSTALLATON SCALE f--r-=-ev'""' S--=-'-'-N t-----"d'--'at=e-+----"b'-'- Y----- ED STANDARD NONE /, G8 DRAWNG NO. DATE / W _ _

33 BOX MOUNTED FLUSH WTH PAVEMENT OR " ABOVE FN SHED GRADE 4"MAX PAVEMENT 4 TRENCH WALL "M N T SZE REBAR ED DWG W -v;,'"'<"""'.-:?-"' :.. '. '>;...Y:;\...'<'A:'' FLANGE x MJ VALVE (TY'P) PLAN V EW NTERSECTON!NSTALLA TON lfl " "" N OJ Cl "' N TEM # CD DESCRPTON BUTTERFLY VALVE FLANGE x MJ OR MJ X MJ 8" PVC-C9 VALVE RSER. ONE PECE 6" x6" CONCRETE COLLAR G5 CONCRETE VALVE BOX WTH RON LD. CONSTRUCT ON NOTE S. CENTER AND PLUMB RSER OVER ACTUATOR NUT.. SHAFT EXTENS ON REQU RED WHERE TOP OF NUT S MORE THAN 7" BELOW FNSH GROUND. SHAn SHALL BE PER ED DWG W4. EL DORADO RFATO N DRAWN BY A. URTEAGA APPROVED B. MUELLER BUTTERFLY VAL V NSTALLATON D5TFCT SCALE f'-r=ev'-' S=--=--N "' D'-' AT-=- E-+--_B=-Y-----j E:D STANDARD NONE: DRAWNG NO. DATE: W }4 4 og _

34 " " 5 g m i'j c5 u CONSTRUCTON NOTES. " BLOW-OFFS TO BE NSTALLED ON 8" MANS AND ELEVATON SMALLER. FOR MANS LARGER THAN 8", BLOW-OFF SZE SHALL BE NOTED ON PLAN AND PROFLE.. BOXES FOR BLOW-OFF ASSEMBLY SHALL BE NSTALLED BEHND CURB OR BACK OF WALK. BOXES CANNOT BE NSTALLED N ROADWAY. THRUST,. 3, CONCRETE '/;": THRUST ;, _L±J'"Jif7T/,Nk+,mrr!Yl'l l!!!!l!jztd BLOCK.. 3" MN., - 5 \ ". TEM # DESCRPTON 6"x6" CONC. COLLAR (PAVED) 6"x" CONC. COLLAR (UNPAVED) PRECAST CONCRETE METER BOX WTH STEEL COVER " SCH. 4 BRASS OR COPPER TUBNG NPE K, DOUBLE WRAPPED WTH ML. PVC TAPE "-go THREADED BRASS ELBOW M.J. TAPPED CAP CURB STOP W/ LOCKWNG FP x FP " BRASS PLUG EL DORADO f<f<a TON D5Tf<CT " DEAD-END BLOW-OFF ASSEMBLY DRAWN BY A. URTEAGA APPROVED B. MUELLER SCALE REVSON DATE BY NONE DATE 4 9 r, j ED STANDARD DRAWNG NO. W5

35 (') 3 D ui VJ _j :: VJ z ::::; z 5 :: Lc )-:j rn ::>: (/] = Lc u.. 3 _j rn z ::::; ;; z N <: l!l VJ VJ d VJ OJ / <: u VJ _j ro <D " TEM # CD DESCRPTON 6"x6" CONC. COLLAR (PAVED) 6"x " CON C. COLLAR (UNPAVED) PRECAST CONCRETE METER BOX WTH STEEL COVER " SERVCE SADDLE, AWWA.P.T. " CORPORATON STOP, AWWA.P. NLET x FP OUTLET " SCHEDULE 4 BRASS OR COPPER TUBNG TYPE K, DOUBLE WRAPPED WTH ML. PVC TAPE "SWNG JONT" " 9' ELL & " 'STREET 9', AS REQURED ELEVATON CONSTRUCTON NOTES CURB STOP W/ LOCKWNG- FP x FP ::j DRAWN BY SCALE REVSON DATE (!; " BRASS PLUG A, URTEAGA NONE 4/ J/ 4 J" (@:&;, k. " BLOW-OFFS TO BE NSTALLED ON 8" MANS AND SMALLER. FOR MANS LARGER THAN 8", BLOW-OFF SZE SHALL BE NOTED ON PLAN AND PROFLE.. BOXES FOR BLOW-OFF ASSEMBLY SHALL BE NSTALLED BEHND CURB OR BAC K OF WALK. BOXES CANNOT BE NSTALLED N ROADWAY. 3. SERVCE SADDLE SHALL NOT BE NSTALLED WTHN 36" OF VALVE, JONT OR FTNG. EL DORADO lfra TON DS TfCT " N-LNE BLOW- OFF ASSEMBLY FOR 8" LNES OR LESS BY ED STANDARD DRAWNG NO...;- APPROVED DATE o B. MUELLER 4 / 9 W SA N _

36 UNPAVED AREAS PAVED APEAS 9 ',..-::subgrade SELECT BACKFLL ---- MATERAL T----5 SUBGRADE " 'l m z =:J z u z 4" DP FL. SPOOL NUTS. BOLTS NOTEo CENTER BLOW-OFF N BOX. ELEVATON 5" T 8" 6"' -fl u " TEM # CD DESCRPTON 6",6" CONC. COLLAR (PAVED) 6"," CONC. COLLAR (UNPAVED) CONSTRUCTON @ PRECAST CONCRETE UTLTY BOX WTH STEEL COVER M.J. X FL. TEE 4" 9" BEND FL X MJ 4" PPE. D.l. 4" M.J. GATE VALVE 4" D..P. FL. SPOOL COMPANON FLANGE, NUTS, BOLTS & " LOCKNG BALL VALVE VALVE BOX PER ED DWG W3 " PVC DRAN LNE. NSTALL WHERE SHOWN. CONCRETE SLAB THRUST BLOCK PER ED DWG W. 4" BLOW-OFF TO BE NSTALLED ON " MANS AND LARGER.. LOCATON OF BLOW-OFF BOX TO BE SHOWN ON PLANS AND FELD VERFED. 3. BLOW-OFFS LARGER THAN 4" SHALL HAVE PROR ED APPROVAL. 4. " DRAN AND ROCK TO BE NSTALLED ONLY WHEN PVC DRAN CANNOT BE NSTALLED. PROR ED APPROVAL REQURED. 5. BOXES FOR BLOW-OFF ASSEMBLY SHALL BE NSTALLED BEHND CURB OR BACK OF WALK. BOXES CANNOT BE NSTALLED N ROADWAY. EL DORADO f<f<a TON D5Tf<CT 4" N-LNE BLOW-OFF ASSEMBLY DRAWN BY SCALE REVSON A. URTEAGA NONE APPROVED B. MUELLER DATE 4 9 r DATE BY ED STANDARD DRAWNG NO j W5B

37 5 g m i'j c5 u UNPAVED APEAS " " ;zch ) J 3" MNl PAVED A PEAS PAVEMENT\ LSUBGRADE r jsubgrade -, :: -." SELECT BACKFLL /;);>:// -MATERAL T---- SEEE3\ NOTE 3 6tl :6... : o, "o' '. "c''o"'il" "., 'f! o"'"j <) ')" je"p :,o: '.,,4 CLEA''cJn?.. :ANROCt'f JN_J_ " LOCKNG BALL VALVE / - SUBGRADE 3 "hi 36" MN = 6 : \:":\ H T-fl'-] ';ft. ;;\>' / \ {( {('«{6, MN /«.,Y(;z'«v > ;<<". : t!r-- '- 4 COMPANON FLANGE co NUTS, BOLTS.. c = - - 5" 4" DP FL. SPOOL - ELEVATON >:Y>. p 7 UNDSTURBED EARTH (TYP) r , () 8" NOTE: CENTER BLOW-OFF j 6" N BOX. T n====== TEM # DESCRPTON PLAN CD 6"x6" CONC. COLLAR (PAVED) CONSTRUCTON NOTES 6"x" CONC. COLLAR (UNPAVED). LOCATON OF BLOW-OFF BOX TO BE SHOWN ON PLANS AND FELD VERFED. PRECAST CONCRETE UTLTY BOX WTH STEEL COVER M.J. REDUCER PROR ED APPROVAL.. BLOW-OFFS LARGER THAN 4" SHALL HAVE 3. " DRAN & DRAN ROCK TO BE NSTALLED ONLY 4" PPE, PVC. C-9 OR D.l. WHEN PVC DRAN CANNOT BE NSTALLED. PROR ED APPROVAL REQURED. 4" M.J. GATE VALVE 4. BOXES FOR BLOW-OFF ASSEMBLY SHALL BE 4" 9' BEND M.J.xFL. NSTALLED BEHND CURB OR BACK OF WALK. BOXES CANNOT BE NSTALLED N ROADWAY. (ij 4" D..P. FL. SPOOL 5. 4" BLOW-OFF TO BE NSTALLED ON " MANS AND LARGER. COMPANON FLANGE, NUTS, BOLTS & " LOCKNG BALL VALVE VALVE BOX PER ED DWG W3 EL DORADO @ " PVC DRAN LNE. NSTALL WHERE SHOWN. CONCRETE SLAB THRUST BLOCK PER ED DWG W 4" DEAD-END BLOW-OFF ASSEMBLY DRAWN BY SCALE REVSON DATE BY ED STANDARD A. URTEAGA NONE DRAWNG NO. APPROVED DATE W5C B. MUELLER 4 og

38

39 3 3' MNMUM RADUS CLEARANCE AROUND ENTRE HYDRANT FOOT VALVE SHALL BE 5.5" 3. NSTALL TEE WTH VALVES AS DRECTED OR HOT TAP WTH DSTRCT APPROVAL.. NSTALL GUARD POSTS AS DRECTED. 3. SEE ED DWG W8 FOR FRE HYDRANT LOCATONS. 4. F NEEDED, EXTENSONS SHALL BE ONE PECE ONLY. 5. ALL FRE HYDRANT RUNS SHALL BE RESTRANED. FRE HYDRANT RUNS 3 GREATER THAN 5' SHALL BE UPSZED TO 8" PPE FROM THE MANLNE UP TO THE HYDRANT. AN 8"x6" MJxFLG REDUCER WTH A 6" GATE VALVE SHALL BE NSTALLED WTHN THE LAST 5' OF THE HYDRANT RUN. 6. ANY EXPOSED REBAR SHALL BE COATED FOR CORROSON PROTECTON OR THE REBAR MAY BE ENCASE N A RBBON OF CONCRETE. 7. MJ GLAND BOLTS/NUTS MUST REMAN FREE AND CLEAR OF OBSTRUCTON FROM CONCRETE AS DRECTED BY THE NSPECTOR. 8. NO CONCRETE S ALLOWED TO CONTACT THE CARRER PPNG.

40

41 SEE NOTE 3 BOX EXTENSON TAPE WRE TO PPE TAPE WRE TO PPE,;._.. _4. END-OF -LNE BLOW-OFF ELEVATON VALVE BOX ELEVA T!ON TEM # CD DESCRPTON # SOLD A.W.G. COPPER TRACER WRE (DR. BUR.) WTH THERMO-PLASTC NSULATON. PLACE ON OUTSDE OF RSER :: 3' (9 z u g Ol (f) (f) d (f) OJ / <: u (f) _j TEE W/3 GATE VALVES - PLAN WRAP TAPE CONSTRUCTON NOTES. LOCATNG WRE SHALL BE NSTALLED WTH ALL PPE. WRE TO BE TAPED TO BASE OF CURB STOP.. LOCATE WRE DRECTLY ON TOP OF THE PPE AND TAPE TO PPE. (FOUR PLACES EVERY FULL PPE \ SECTON.) WESTERN UNON SPLCE WTH GEL PACK, L "--.. SOLDER OR OTHER ED APPROVED METHOD, NO ACD. 3. STRP APPROX MATELY 3 NCHES OF NSULATON AT THE TERMNATON OF THE WRE N THE VALVE OR METER BOX. 4. LEAVE FEET OF TRACNG WRE AT TERMNATNG ENOS. 5. NSTALL AN EXTRA VALVE BOX F NECESSARY WHERE LOCATON WRE S TERMNATED AND SHOW ON THE PLANS. 6. THE CONTRACTOR SHALL TEST THE CONTNUTY OF THE FN SHED NSTALLATON. " n Ol \ REMOVE NSULATON AT SPLCE & REWRAP WTH GEL PACK OR EQUAL SEE NOTE. t:--. U}.:. :--:=.>- \.UU.>. SPLCE DETAL EL DORADO lfra TON LOCA T!NG WRE NSTALLATON DSTRCT 8 DRAWN BY SCALE REVSON DATE BY ED STANDARD (!; t-:-:=c:-a:c-.=u=-r_tea_g_a_---+::--c:n=oc-n_e _o /oj/_4_r--_ts DRAWNG NO. " APPROVED DATE W J 9 o B. MUELLER 4 / 9 N _------

42 3

43 3

44 /" N SEED -/' N SOD? /'""' - /" N PLANTNG BEDS BEFORE PLANTNG ' ''"' -rt---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-t-_r------: / ' ' ' ' ' l J /j) r,ng( c' '., l'l- c!l J: i 6"] ' ' hl [!::9 ' / ' < FLOW 3" " fj,;;,;; >"" /5< "!fo<l >"" f>o,;; >" C::<!>,;; i: /)/)c '/) q!j>c{) q{)c [)q/)"c/) <" /) C3 " u u m m N TEM # CD DESCRPTON METER BOX O"x7" (MN.) CONCRETE BOX W/ RON LD BALL VALVE, SUPPLED WTH BACKFLOW PREVENTER BY MANUFACTURER. ED APPROVED DOUBLE CHECK BACKFLOW PREVENTER SCH. 4 BRASS NPPLE, CUT TO LENGTH, WRAPPED WTH PVC TAPE 3/4 CRUSHED ROCK DENTFCATON TAPE "CAUTON POTABLE WATERLNE BURED BELOW" CONSTRUCTON NOTES. NSTALL ASSEMBLY A MNMUM OF " FROM STRUCTURES OR HARDSCAPNG.. NSTALL ASSEMBLY N PLANTNG BEDS WHEREVER POSSBLE. 3. PLACE VALVE BOX AT RGHT ANGLES TO STRUCTURES OR HARDSCAPNG 4. NSTALL VALVE BOX SO THAT TOP OF VALVE BOX S FLUSH WTH ADJACENT HARDSCAPNG. 5. PLACE 3/ 4" DA. DRAN ROCK PROR TO NSTALLATON OF VALVE BOX. 6. GATE VALVE AND FTTNGS SHALL BE LNE SZE UNLESS NOTED OTHERWSE. 7. REFER TO SPECFCATONS AND PLAN SHEETS FOR MORE NFORMATON. 8. BACKFLOW ASSEMBLY TO BE CENTERED N BOX. 9. FOR USE ON ED APPROVED DUAL PLUMBED RESDENTAL LOTS ONLY. EL DORADO lf<f<c]a TJON D5Tf<CT DOUBLE: CHE:CK VALVE: BACKFLOW PRE:VE:NTER DRAWN BY SCALE REVSON DATE BY ED STANDARD LA NOTARO NONE DRAWNG NO. APPROVED DATE WB B. MUELLER /3

45 NSTALLJ'TON TO TH S PONT PER ED STANDARDS NSTALL PER DWG W35 '" 3 U ::> :r: m ::> 3 Q_ METER BACK FLOW ASSEMBLY _j <! :::J > :z n:: n:: LL u 6: U n:: :z METER NSTALLED BY DSTRCT ELEVA TON z '+ "' u a '"' 3 / :r: U a / (/] _j i3 (fi n:: <! (/] -/. ::> TEM # CD (4) DESCRPTON B9 UTLTY BOX CONCRETE BOX W/ STEEL LD, PORTED B9 UTLTY BOX CONCRETE BOX W/ RON LD BALL VALVE, SUPPLED WTH BACK FLOW PREVENTER BY MANUFACTURER. ED APPROVED DOUBLE CHECK BACKFLOW PREVENTER SCH. 4 BRASS NPPLE, CUT TO LENGTH, WRAPPED WTH PVC TAPE CONSTRU CTON NOTES. NSTALL ASSEMBLY A MNMUM OF " FROM STRUCTURES OR HARDSCAPNG.. NSTALL ASSEMBLY N PLJ'NTNG BEDS WHEREVER POSSBLE. 3. PLACE VALVE BOX AT RGHT ANGLES TO STRUCTURES OR HARDSCAPNG 4. NSTALL VALVE BOX SO THAT TOP OF VALVE BOX S FLUSH WTH ADJACENT HARDSCAPNG. 5. PLACE 3 / 4" DA. DRAN ROCK PROR TO N STALLJ'TON OF VALVE BOX. 6. GATE VALVE AND FTTNGS SHALL BE LNE SZE UNLESS NOTED OTHERWSE. 7. REFER TO SPEC FCATONS AND PLJ'N SH EETS FOR MORE NFORMATON. 8. DEVCE TO BE CENTERED N BOX. EL DORADO JRRATON DSTRCT '<C 'T <ci J ;;; a J 3/ 4" & " WATER SERVCE FOR RESDENTAL DUAL PLUMBED HOMES DRAWN BY SCALE -R-=cEV'--S=--D=-cN+----=D:_:AT--=E: =B_Y-- ED STANDARD LA NOTARO NONE DRAWNG NO. APPROVED B. MUELLER DTJ3 WC _...

46

47 '!Y Vi. ::J PARCEL PARCEL Q_ "'" ::J Q_ L >PUE -- RGHT OF 6' 6' MN MN P.U.E. ----,WlliAy PRECAST.=------\ CONCRETE \ METER BOXES AREA RESERVED FOR OTHER UTLTES _ -BACK OF _.,.;r- '---,-,----,-_L_ ) SDEWALK CURB ; L GUTTER L \ TRENCH SERVCE (TYP) (TYP)_/_/V PPE N ALL NSTALLATONS, TRACER WRE S TO BE USED. L MARK SERVCE PPE CL LOCATON WTH A ''W" ON VERTCAL FACE OF CURB. '''' MUST BE ALGNED PERPENDCULAR TO METER BOX TO AD N LOCATON. EL DORADO f<f<a TON D5Tf<CT METER BOX PLACEMENT DRAWN BY SCALE REVSON DATE A. URTEAGA NONE APPROVED DATE B. MUELLER 4 / 9 f BY ED STANDARD DRAWNG NO. W

48 3 m u u X m tc DTCH CURB OR EP HNGE PONT DT CUT /nll SLOPE N m CONSTRUCTON NOTES. METER BOXES ARE TO BE PLACED LENGTHWSE AS SHOWN.. SEE GENERAL NOTE # ON ED DWG W4 FOR SERVCE LNE CRTERA. EL DORADO f<f<a TON D5Tf<CT METER BOX CLEARANCES DRAWN BY SCALE REVSON DATE BY ED STANDARD A. URTEAGA NONE DRAWNG NO. APPROVED DATE WCJ la B. MUELLER 4 / 9 f------i L N _J J J

49

50

51 TRENCH WDTH PLUS TWO FEET,-SURFACE '--- STABLZATON 9% COMPACTON MN l TRENCH WDTH - - FNAL BACKFLL PPE ZONE " MNMUM TYPCAL BOTH SDES, NTO UNDSTURBED EARTH. ' MN SECTON A-A SECTON B-B 3" MNMUM COVER TO SUBGRADE N PAVED AREAS AND 36" MNMUM COVER N UNPAVED AREAS., j ELEVATON 3 CONSTRUCTON NOTES. SLOPE PROTECTON AND/OR TRENCH STABLZER SHALL BE PROVDED FOR SLOPES GREATER THAN 3% OR AS REQURED. EXTEND BEYOND DRANAGE WAYS. TEM # CD GD DESCRPTON 6" ROCK, ONE LAYER GROUTED N PLACE OR OTHER ED APPROVED STABLZATON SYSTEM VERTCAL THRUST BLOCK. CONCRETE SANDBAGS ARE TO BE TGHTLY PACKED AROUND AND UNDER PPE. SPACNG (3) HORZONTAL THRUST BLOCK TO BE AT -FOOT NTERVALS MAX. OR AT LEAST TWO PER SLOPE EQUALLY SPACED WHCHEVER YELDS THE GREATER NUMBER. TRENCH STABLZER CONCRETE-FLLED SANDBAGS EL DORADO f<f<a TON D5Tf<CT SLOPE PROTECTON DRAWN BY A. URTEAGA APPROVED B. MUELLER SCALE REVSON DATE BY NONE DATE 4 og j ED STANDARD DRAWNG NO. W3

52 coz ::so = SENSUS METER RP DEVCE DSTRCT OWNER )l "' u ll UL BLDG. TEM # DESCRPTON REDUCED PRESSURE PRNCPLE DETECTOR ASSEMBLY W/ BYPASS METER MN 3/8" NON CASE HARDENED CHAN WTH LOCK (KEY GVEN TO FRE DEPT) RESLENT SEAT GATE VALVE (OPEN SCREW & YOLK) PPE SUPPORT 6" THCK CONCRETE SLAB - 36" WDE WTH VARYNG LENGTH 4" THCK COMPACTED AGGREGATE BASE THRUST BLOCK WTH #5 REBARS, GRADE 6 LNK SEAL OR APPROVED EQUAL GATE VALVE DUCTLE RON PPE RSER, FLxFL OR FLxMJ DUCTLE RON PPE ELBOW, FLxFL OR FLxMJ NOTES'. DSTRCT APPROVED REDUCED PRESSURE PRNCPLE DETECTOR ASSEMBLY.. ALL MATERALS SHALL MEET APPLCABLE SECTONS OF THE STANDARD SPECFCATONS. 3. BACK FLOW PREVENTER SHOWN DOES NOT REFLECT MANUFACTER'S CONFGURATON FOR REDUCE PRESSURE DEVCES. 4. NSTALL TRACER WRE PER ED STANDARD. 5. FDC LOCATON TO BE DETERMNED BY FRE DEPARTMENT. 6. NO TEES OR UNAUTHORZED CONNECTONS BETWEEN THE ED TE-N PONT AND THE NUMBER SHUTOFF VALVE OF BACKFLOW ASSEMBLY. AN OPEN TRENCH NSPECTON WLL BE REQURED PROR TO BACKFLL. EL DORADO f<f<a TON D5Tf<CT 4" & LARGER REDUCED PRESSURE PRNCPLE DETECTOR ASSEMBLY DRAWN BY A. URTEAGA APPROVED B. MUELLER SCALE REVSON DATE BY NONE DATE 4 og j ED STANDARD DRAWNG NO. W4

53 PPE ADJACENT PPE STEP SDE VEW STEP TOP VEW POLYETHYLENE TUBE WRAP \ \\ \ LJ =t:wl:_j:ja PLASTC TAPE ADJACENT POLYETHYLENE TUBE WRAP \ \ STEP 3 TOP VEW PLASTC TAPE ADJACENT POLYETHYLENE TUBE WRAP FELD NSTALLATON - POLYETHYLENE WRAP ( ML. MN.) STEP - PLACE TUBE OF POLYETHYLENE MATERAL ON PPE PROR TO LOWERNG NTO TRENCH. STEP - PULL THE TUBE OVER THE LENGTH OFTHE PPE. TAPE TUBE TO PPE AT JONT. FOLD MATERAL AROUND THE ADJACENT SPGOT END AND WRAP WTH TAPE TO HOLD THE PLASTC TUBE N PLACE. STEP 3 - OVERLAP FRST TUBE WTH ADJACENT TUBE AND SECURE WTH PLASTC ADHESVE TAPE. THE POLYETHYLENE TUBE MATERAL COVERNG THE PPE SHALL BE LOOSE. EXCESS MATERAL SHALL BE NEATLY DRAWN UP AROUND THE PPE BARREL. FOLDED ON TOP OF THE PPE AND TAPED N PLACE. CONSTRUCTON NOTES. ALL TEARS MUST BE REPARED AT TME OF NSTALLATON. EL DORADO f<f<a TON D5Tf<CT POLYETHYLENE WPAP DRAWN BY A. URTEAGA APPROVED B. MUELLER SCALE REVSON DATE BY NONE DATE 4 og j ED STANDARD DRAWNG NO. W5

54 SEE ED STANDARD DRAWNG NO. W6A VALVE-BOXW/ EXTENSON(S) AS REQURED \ LOCATNG WRE, TYP. SEE NOTES RSER SZED PERW6A - FLOW SEE NOTE4 UNSTERLE MAN 3 Q_ :: a: Q_ ::;,; ::::l -, EXSTNG STERLE MAN CONSTRUCTON NOTES :::; & <{ a: Q_ ::;,; >- <D N :r: (f) a / (f) _j SEE NOTE6 t SEE NOTE <-i PROFLE VEW. TEMPORARY WATER USE PERMT WTH DSTRCT METER REQURED. PROR TO CONNECTNG EXSTNG MAN, SWAB ALL PROPOSED APPURTENANCES WTH 5% HYPOCHLORTE. 3. PPNG TO BE DSNFECTED WTH 5% HYPOCHLORTE SOLUTON PROR TO NSTALLATON. 4. ASSEMBLY SHALL COMPLY WTH AWWA FLUSHNG STANDARDS, MNMUM 3" PPE SZE. 5. VALVE TO REMAN CLOSED AFTER FLLNG. 6. LENGTH OF ONE PPE JONT MAXMUM. ALL PPE TO BE RGD. 7. CONTRACTOR PROVDED USC APPROVED LST REDUCED PRESSURE PRNCPLE BACKFLOW PREVENTON ASSEMBLY TO BE TESTED AND CERTFED BY DSTRCT UPON NSTALLATON OR RELOCATON AND EVERY MONTHS FOR LONG TERM USE. CONTRACTOR/OWNER RESPONSBLE FOR ANY CLEANNG OR REPARS NECESSARY TO PASS TESTNG. TEM# CD DESCRPTON THRUST BLOCKS AS REQURED 9" BEND ED HARDWARE ASSEMBLES SUPPORT AS REQURED GATEVM.VE i3 B. NO TEES OR UNAUTHORZED CONNECTONS BETWEEN ED TE-N TEE WTH PLUG PONT AND FRST SHUTOFF VALVE OF BACKFLOW ASSEMBLY. o 9. " MN. AND 36" MAX. CLEARANCE FROM FNSH GRADE (FG) TO RELEF VALVE OR BOTTOM OF DEVCE. TESTER SUPPLED TAG. CONTRACTOR/OWNER RESPONSBLE TO SECURE DSTRCT (/) HARDWARE..--:. ::;,;..,. a:j EL DORADO RRATON TEMPORARY M T R JUMPER PP DSTRCT <fi DRAWN BY SCALE -'- R=EV'-" S= D'-'-N+-----=cDA-"TE 'B=-cY-- ED STANDARD J L.A. NOTARO NONE DRAWNG NO. N APPROVED DATE W 6 B. MUELLER D/ r t------t J _...

55 ASSEMBLY - o G] cf '" 3 (.) (;j - - OW FLOW O]c 9MR 9 =====:3EOFJ=f jj--=--= Lj l TEE WTH PLUG E/DHARDWARE - SEE NOTE PLAN VEW a: > ::;, & & Q_ ::;, <{ <D "' 3 / :r: (f) a / (f) _j i3 (fi a: <{ (f) -/. ::;, CONSTRUCTON NOTES.. & CONFGURATON BY SERVCE SZE SERVCE SZE ED HARDWARE NSTALLED PER PERMT..5" FEMALE NH SWVEL, OUTLET.5" MALE NH, LENGTH S 8.5" END TO END. FVE CLEAR PPE DAMETERS UPSTREAM AND THREE PPE DAMETERS DOWNSTREAM. MAG METER SUPPLED BY DSTRCT. MAG METER S 3.5" FLANGE TO FLANGE USC APPROVED. REDUCED PRESSURE PRNCPLE BACKFLOW PREVENTON ASSEMBLY SUPPLED BY OWNER/CONTRACTOR. 3. CONFGURATON BASED ON SERVCE SZE, SEE TABLE. 4. CONTRACTOR PROVDED USC APPROVED LST REDUCED PRESSURE PRNCPLE BACKFLOW PREVENTON ASSEMBLY TO BE TESTED AND CERTFED BY DSTRCT UPON NSTALLATON OR RELOCATON AND EVERY MONTHS FOR LONG TERM USE. CONTRACTOR/OWNER RESPONSBLE FOR ANY CLEANNG OR REPARS NECESSARY TO PASS TESTNG. " to 6" 8" to " > " ASSEMBLY EL DORADO JRRATON OUTLET RSER " AS REQURED CONTACT DSTRCT DSTRCT a a:j a rn..;' "' a n a "' DRAWN BY LA NOTARO APPROVED B. MUELLER _. TEMPORARY METER JUMPER PPE SCALE REVSON DATE BY NONE, / 4/3 TS DATE / ED STANDARD DRAWNG NO. W6A _..

56 STANDARD DRT ::-CONCRETE "' / V V 4" GALV. STEEL PPE (PANT SAFETY YELLOW FOR MARKER POST PER ED SPECFCATON) (PANT BLUE FOR POTABLE WATER APPURTENANCES PER ED SPECFCATON) FLL OR CONCRETE in --- 3" NATURAL / GROUND 'N /» ''"' ':: *"' :(' «/ BAG MX,/' CONCRETE ELEVATON CONSTRUCTON NOTES. DENTFCATON MARKS SHALL BE STENCLED N " BLACK LETERS ON POST, FACNG APPURTENANCE, NDCATNG TYPE AND DSTANCE FROM POST N FEET AND NCHES, AS LLUSTRATED BELOW.. FLEXBLE MARKNG POSTS MAY BE USED UPON APPROVAL BY ED. 3. COATNG SHALL COMPLY WTH ED PANT STANDARDS. -J------TD. MARKS FACNG FACLTY, V LOCATED TEN FEET FROM POST. ' r ' JH VARES u EL DORADO f<f<a TON D5Tf<CT MARKER POST DRAWN BY A. URTEAGA APPROVED B. MUELLER SCALE REVSON DATE BY NONE DATE 4 og i ED STANDARD DRAWNG NO. W7

57 CONCRETE STANDARD 4" GALV. STEEL PPE / (PANT SAFETY YELLOW FOR BARRER POST AND POTABLE WATER APPURTENANCES PER SPECFCATON) CONCRETE / FLL / Co --- NATURAL /. GROUND ELEVATON " CONSTRUCTON NOTES. REMOVABLE BARRER POST UPON ED'S APPROVAL. EL DORADO f<f<a TON D5Tf<CT DRAWN BY A. URTEAGA APPROVED B. MUELLER BARRER ROST SCALE REVSON DATE BY NONE DATE 4 9 r j ED STANDARD DRAWNG NO. W7A

58 FLOW NOTES T,---:p r;;;--r, o---.-;::,o------;-o 4" MN \L o,, -j 6,. f- n,-----> ;.-:--(i) RP RAP u-u 6\... ;,.cte; c rptonal e!ec CONSTRUCTON JONT - D.O.. ;Q,. Li -f +., o.o.c j ; " oo v -.oo ,. + PPE D.O. ' -,. ----,. CREEK CROSSNG N SOL 3 CLR.. RP-RAP GRADATON AS SHOWN ON PLANS. FLOW ; "o t LJ'.... 6,. (}-,.CLEAR OPTONALC CONSTRUCTON JONT + ROCK... ' / ''"';.. 6,. j PPE D.O. 6,. PPE D.O. />(: 6,. CREEK CROSSNG N ROCK TEM # DESCRPTON EL DORADO f<f<aton D5Tf<CT No. 4 REBAR AS SHOWN PPELNE CREEK CROSSNG 8,. O.C. DRAWN BY SCALE REVSON DATE BY ED STANDARD CLASS B CONCRETE A. URTEAGA NONE DRAWNG NO. APPROVED DATE W8 B. MUELLER 4 og

59 VA RES 6' 4' 6' VARES 6' 4' 6' VAR ES r L r ( " STANLESS STEEL BANDS - - r-- r-- s l_ 'J- POLYURETHANE SKD 7,\ -r - r-- t:j--- CARRER PPE SKD & CARRER PPE DETAL NOTE: D.l. PPE USED TO LLUSTRATE SKD & CASNG END DETALS, P.V.C. PPE USES 4 SKDS PER 6' SECTON, AS SHOWN BELOW. CARRER PPE CASNG PPE EACH!;) u m A DAMETER 6" 8" " 6" B MN. O.D. 6" 8" " 8" THCK M MAX SKD COVER SZE o'-loo oo -oo 7 55 "x4" "x4" 4 "x4" "x6" T A _L STEEL CASNG PPE CASNG END DETAL T B l 8" 3" "x6" STEEL CASNG PPE 45' ' PPE BELL..- CARRER PPE SAND FLL " STANLESS STEEL BANDS (3 PER SLED) AS' TREATED REDWOOD OR- POLYURETHANE SKD (TYP) DUCTLE RON CARRER PPE P. V. C. CARRER PPE PPE CASNG DETALS CONSTRUCTON NOTES. CASNG OVER ' N LENGTH BY SPECAL DESGN AND ED APPROVAL ONLY. EL DORADO f<f<a TON D5Tf<CT BORE CASNG DETALS. S H U LD PERM T C RTER la VARY FR M loi;;;;nb:;:::=-""fsc;\lj:-l"fe'\ii'si Tij':"Jiz:TE"=+=]'f=rc;;;;;;;;;;i THS DRAWNG, THE MORE RESTRCTVE DRAWN BY SCALE REVSON DATE BY ED STANDARD OF THE TWO SHALL APPLY. A. URTEAGA NONE DRAWNG NO. APPROVED DATE j W9 B. MUELLER 4 / 9

60 -----j ' MN r- BACK OF j SDEWALK t> i': ::J :::J "' "' C') (f) (f) d (f) OJ / "' u (f) _j C').;- " TEM DESCRPTON " SERVCE SADDLE " CORPORATON STOP X F..P. " POLYETHYLENE PPE " CURB STOP VALVE 9' ELL ADAPTOR, NSULATED 3" PVC SLEEVE ECUPSE No. 88 SAMPUNG STATON, OR APPROVED EQUAL SEE NOTE, BRASS ONLY 8"x 8"x6" CONCRETE PAD VALVE -BOX W/ AS REQURED. EXTENSONS MARKER POST PER ED DWG W8 EACH SDE, WHEN REQURED CONSTRUCTON NOTES PLAN VEW. CONCRETE PAD SHALL BE PLACED ABOVE GRADE N ALL CASES.. BRASS PPE OF SAMPLNG STATON SHALL BE DOUBLE WRAPPED WTH PVC TAPE ( ML. MN). 3. SERVCE SADDLE SHALL NOT BE NSTALLED WTHN 36" OF VALVE, JONT OR FTTNG. EL DORADO lfra TON DS TfCT WATER QUALTY SAMPLNG STATON ::j DRAWN BY SCALE REVSON DATE BY ED STANDARD (!; A, URTEAGA NONE 4/ J/4 TS DRAWNG NO...;- APPROVED DATE o B. MUELLER 4 / 9 WJO N _------

61 PROPERTY :E_ TYP) ca"" r-----).-----l - E.O.P. " 5 ui Q ti z PPE CAP & THRUST BLOCK (TYP) B.O. VALVE../ (TYP) CROSS T.,_t-----H-+t'l..,l---- WATER Ll N E --- -GATE VALVE(TYP) FDUR- WAY NTERSECTON N.T.S. PROPERTY LNE (TYP) \ E.OP PPE CAP & THRUST BLOCK (TYP) TEE.,_ t-rt-H----WATERLNE vf-g-ate VA-LVE(TYP) z B.D. VALVE / (TYP) CONSTRUCTON NOTES TEE NTERSECTON N.T.S. WATER LNES GREATER THAN "r l DAMETER SHALL USE BUTERFLY VALVES (TYP) EL DORADO f<f<a TON D5Tf<CT PPNG AT STREET NTERSECTONS FVTURE CONNECTONS DRAWN BY SCALE REVSON DATE BY ED STANDARD -==A.c;cU;;-RT_EA_G_A -NON_E J DRAWNG NO. APPROVED DATE W J B. MUELLER 4 /

62 PROPERTY LNE \ B.O. VALVE PROPERTY LNE \ B.O. VALVE N.T.S. f-- z = z > _j <( Q_ (]/ u_ f-- <( 5: (') f-- z = z > _j <( Q_ (]/ u_ f-- <( 5: (') STRAGHT LNE CUL -[ -SAC OFFSET CUL -[ -SAC EL DORADO f<f<a TON D5Tf<CT WATER DSTRBUTON SYSTEM TYPCAL PLAN FOP CUL -DE -SACS DRAWN BY SCALE REVSON DATE BY ED STANDARD --;;c=a;;;c. OCUR_TEA_G_A_tc;c;;cNON_E ! ! DRAWNG NO. APPROVED DATE WJ B. MUELLER 4 / 9 f i----

63 ... ' _l_ " 3" MN J:r 6" CD-- v 8" O.C... r- PPE tc 6 OPTONAL CONSTRUCTON JONT _/»/ + O.D. ' / l 6", ', UNDSTURBED /. EARTH OR ROCK - 6" PPE O.D. 6", CONCRETE ENCASEMENT TEM # DESCRPTON G) No. 4 REBAR AS SHOWN CLASS B CONCRETE CONSTRUCTON NOTES. NSTALL SAND BAGS UNDER THE PPE AT MDPONT AND AT EACH JONT TO SUPPORT PPE.. PPE JONTS SHALL BE TED DOWN TO PREVENT FLOATNG. EL DORADO f<f<aton D5Tf<CT CONCRETE ENCASEMENT DRAWN BY SCALE REVSON DATE BY ED STANDARD A. URTEAGA NONE DRAWNG NO. APPROVED DATE WJJ B. MUELLER 4 og

64 PLAN NTS DSTRCT CTY " "' <f) ::::J :> rr:! "l "' rr: > u z u G: " (? ;; rr: z (3 z / :i (J> "' TEM (j) PROVDE 4" PVC SDRJ5 _/ DRAN LNE F POSSBLE ELEVAT ON DESCRPTON SENSUS COMPACT FREL NE SERVCE ASSY WTH BYPASS METER GATE VALVE FLANGE COUPLNG ADAPTER 7 'x6 'x5'deep (MN. D.) PRECAST CONCRETE VAULT EXTEROR W/ W/ MLS BTUM NOUS MASTC -PC HNGED, SPRNG LOADED, SCREW DOWN LD W/ HNGED READNG LDS CENTERED OVER BOTH METERS, H- TRAFFC LOADNG, WATER TGHT W/ DRAN CHAN NEL. BLCO JDAL SER ES OR APPROVED EQUAL ADJUSTABLE PP E SUPPORTS RAMNECK & NON - SHRNK GROUT NTS EL CONSTRUCTON NOTES. ALL WORK AND MATERALS SHALL CONFORM TO ED STANDARD DETA LS & SPECS.. AN EASEMENT SHALL BE PROVDED AT A MNMUM OF 5 FEET ON EACH SDE OF FNSHED VAULT. 3. VAU LTS ARE SHOWN MN MUM SZE, A LARGER VAULT MAY BE REQU RED BASED ON VALVE DMENSONS. 4. PP E FROM DSTRBUT ON PPELNE THROUGH VAULT TO GATE VALVE SHALL BE DUCTLE RON OR PVC C- 9 CLASS. DORADO RFATON BULK METER ASSEMBLY D5TFCT 6" CONCRETE SUPPORT SLAB DRAWN BY SCALE -R_EV_S_O_N--t-_D_AT_E_--t-_B_Y, ED STANDARD A. URTEAGA NONE DRAWNG NO. " MN CRUS HED ROCK APPROVED DATE WJ4 o B. MUELLER 4 / 9 N L _

65 /" N SEED -/' N SOD -/" N PLANTNG BEDS l / FNSH GRADE BEFORE PLANTNG ).., 6 ) TEM DESCRPTON METER BOX O"x 7" (MN.) CONCRETE BOX W/ STEEL UD BALL VALVE, SUPPLED WTH BAC<FLOW PREVENTER BY MANUFACTURER. ED APPROVED DOUBLE CHECK BAC<FLOW PREVENTER SCH. 4 BRASS NPPLE, CUT TO LENGTH, WRAPPED WTH PVC TAPE 3/4- CRUSHED ROCK DENTACATON TAPE "CAUTON POTABLE WATERLNE BURED BELOW" CONSTRUCTON NOTES. NSTALL ASSEMBLY A MNMUM OF " FROM STRUCTURES OR HARDSCAPNG.. NSTALL ASSEMBLY N PLANTNG BEDS WHEREVER POSSBLE. 3. PLACE VALVE BOX AT RGHT ANGLES TO STRUCTURES OR HARDSCAPNG 4. NSTALL VALVE BOX SO THAT TOP OF VALVE BOX S FLUSH WTH ADJACENT HARDSCAPNG. 5. PLACE 3/4" DA. DRAN ROCK PROR TO NSTALLATON OF VALVE BOX. 6. GATE VALVE AND FTNGS SHALL BE LNE SZE UNLESS NOTED OTHERWSE. 7. REFER TO SPECFCATONS AND PLAN SHEETS FOR MORE NFORMATON. 8. BACKFLOW ASSEMBLY TO BE CENTERED N BOX. 9. FOR USE ON ED APPROVED DUAL PLUMBED RESDENTAL LOTS ONLY. s EL DORADO RRGATON DSTRCT DOUBLE CHECK VALVE BACKFLOW PREVENTER at DRAWN BY SCALE REVSON DATE BY ED STANDARD S t-==::: A.'=U=-'RTEAGA.;.;;;;...;.;...;.._-t::-::N::-O;..;.; NE t DRAWNG NO. APPRO\ED DATE W.35 B. MUEU R 4 /

66

67 3' MN.

68 c:= ---y ) \ - - \ L ( CD PLAN VEW CONSTRUCTON NOTES. WRAP ALL METALLC PARTS WTH 8 ML POLYETHYLENE SHEETNG PER ED STANDARD SPECFCATON. TEM # DESCRPTON G).. TEE, F.E. X F.E. GATE VALVE OR BUTTERFLY VALVE FE. X FE. D.l. FLANGED COUPLNG ADAPTER WTH ZNC PLATED MLD STEEL NUTS, BOLTS, AND WASHERS OR ED APPROVED. EXSTNG PVC, Dl AND AC MAN LNE. EL DORADO f<f<aton CUT -N TEE FOR PVC,, & AC PPE D5Tf<CT DRAWN BY SCALE REVSON DATE BY ED STANDARD M. SZELOVE NONE DRAWNG NO. APPROVED DATE W37 B. MUELLER 4 og

69 DESCRPTON M:\J-WATER\J-WL\PRS\9_SHEET SET\ BELOW GROUND.DWG B A B PLAN VEW NTS SECTON NTS 35 DESGN CRTERA UPSTREAM PRESSURE - DOWNSTREAM PRESSURE - MAXMUM DESGN FLOW - MNMUM DESGN FLOW - E 37 FLOW '-3" TYP. 36 '-6" TYP. " MN. 8 C NOTE: HATCH NOT SHOWN FOR CLARTY " CLR NOTE: LADDER NOT SHOWN FOR CLARTY 9 FLOW 4" MN. CLR. 3 FLOW " GROUT BASE W/ SS BOLTS, TYP SLOPE FLOOR TO DRAN D 8 37 ENG FLL, 95% COMPACTON FLOW '-6" C L F '-6" 6" AB, 95% COMPACTON B (PPE TAP NTO TEE WHEN POSSBLE) 7 5'-6" TO 7'-" 8 7 E C ARV GAGE DETAL NTS NOTE: ALL COMPONENTS, AND FTTNGS TO BE BRASS HATCH AND LADDER AND DSCHARGE DETAL NTS 9 8 F MAKE SUPPORT REMOVABLE FOR EQUPMENT NSTALL/REMOVAL VAULT VENT DETAL NTS 8 6" GALV. SCREW CAP TEE W/ -MESH SS SCREEN AFFXED TO ENDS W/ HOSE CLAMPS 6" GALV. PPE W/ 3 VERT. ROWS OF QTY 6 x /" HOLES 6" GALV. FLANGE ANCHORED N CONC. W/ 4 HOLLOW BOLTS CONCRETE PAD, ORENT UNQUE TO EACH JOBSTE AND APPLCATON GENERAL NOTES: D 3 COMBNATON ARV DETAL NTS 37 G5 CHRSTY CONCRETE, '-" '-9" '-6" " DA x " L, FLANGE X FLANGE W/ WELD PLATE SQUARE WELD PLATE, WDTH TO BE 3 x PPE Ø (TYP PLCS) " x " x " FLANGED TEE (TYP PLCS) " BUTTERFLY VALVE W/ GEAR-DRVE (TYP PLCS) " PRESSURE REDUCNG VALVE - CLA-VAL 9G- " FLANGED x PE SPOOL " FLANGED COUPLNG ADAPTOR W/ RESTRANNG RODS AND LUGS, 34 SS, PROPERLY SZED " BUTTERFLY VALVE W/ GEAR-DRVE (TYP PLCS) " x " FLANGED REDUCER (TYP PLCS) " FLANGED 9 ELBOW (TYP PLCS) " P.R.V. - CLA-VAL 9G-, " MNMUM " FLANGED x PE SPOOL " FLANGED COUPLNG ADAPTOR " x " x " FLANGED TEE " BUTTERFLY VALVE W/ GEAR-DRVE " P.R.V., CLA-VAL 5A- W/SST-TRM, FUSON-BONDED EPOXY COATED, ANGLED BODY, " MNMUM CORPORATON STOP VALVE (TYP PLCS) " PRESSURE GAGE, -3 PS (UPSTREAM) BALL VALVE W/ REQURED FTTNGS, BRASS (TYP PLCS) 3/4" HOSE BB, BRASS FTTNGS AS NEEDED (TYP PLCS) " AR RELEASE VALVE ASSEMBLY, F REQURED (SEE E..D. WATER STANDARD W6 FOR EXHAUST PPNG) " PRESSURE GAGE, -6 PS (DOWNSTREAM) " COMBNATON AR RELEASE VALVE ASSEMBLY (SEE E..D. WATER STANDARD W6 FOR EXHAUST PPNG) " DOUBLE STRAP SADDLE FOR PPE TAP " SCH 8 PVC W/ () STREET ELBOWS " DUCKBLL CHECK, SLP OVER STYLE W/ SS CLAMP, HYPALON ELASTAMER, PROCO, CLA-VAL, OR EQUAL (MN. SEPERATON GAP OF x PPE Ø) ' x ' MN. ENERGY DSSPATON DRAN, " TO 4" COBBLE x ' DEEP ARV VENT ASSEMBLY (SEE E..D. WATER STANDARD W6 FOR EXHAUST PPNG) VAULT VENT PPE COVER, SEE DETAL F x CONCRETE VAULT, JENSEN PRECAST OR EQUAL, SEE NOTE 7 DOUBLE-LEAF ACCESS HATCH W/ RECESSED PADLOCK HASPS TO FT E..D. STANDARD LOCK SZE, HOLD OPEN ARMS, SPRNG ASSST TRAFFC RATED LDS, PLACER WATER WORKS OR EQUAL 6" WDE MN. LADDER, FULLY WELDED, HOT DP GALVANZED, PER CAL/OSHA STANDARDS WTH NON-SKD SURFACE ON ALL RUNGS, WTH LADDERUP SAFETY POST OR EQUAL KNOCKOUT (TYP PLCS) LNK SEAL OR EQUAL (TYP PLCS) ZURN Z-3-V FLOOR DRAN WTH BACKWATER VALVE (Z99 BALL FLOAT TYPE) PVC PPE DRAN, 4" MN WTH LONG SWEEP ELBOW, /" AL. SCREEN AT END OF PPE, DRAN TO DAYLGHT, (ORENT UNQUE TO EACH JOBSTE AND APPLCATON) 3" MN. SCH 8 PVC, VENT PPE (TYP PLCS) SEAL W/ NON-SHRNK GROUT (TYP ALL PENETRATONS EXCEPT AS NOTED) ADJUSTABLE PPE SUPPORT, HOT DP GALV. (TYP 5 PLCS). COMPONENTS, FTTNGS AND OTHER DETALS SHOWN HEREON, HAVE BEEN DRAWN TO APPROXMATE DMENSONS, SHOP DRAWNGS SHALL BE SUBMTTED TO THE DSTRCT FOR APPROVAL PROR TO CONSTRUCTON, SHOP DRAWNGS SHALL SHOW COMPLETE DETALS OF THE NSTALLATON NCLUDNG SZE, LOCATON, MANUFACTURERS NAME, MODEL, DMENSONAL AND ENGNEERNG DATA OF ALL COMPONENTS.. UNLESS OTHERWSE NOTED, ALL PPE AND PPE FTTNGS NSDE VAULT SHALL BE DUCTLE RON PPE WTH BTUMASTC COATNG AND MORTAR LNNG N ACCORDANCE WTH ALL APPLCABLE ANS/AWWA STANDARDS. 3. SEE STE PLAN FOR LOCATON OF DRAN AND PRESSURE RELEF LNE ALGNMENTS AND OUTLETS. 4. ALL PPES, FTTNGS, VALVES AND OTHER APPURTENANCES ON UPSTREAM SDE OF PRESSURE REDUCNG VALVES SHALL HAVE A WORKNG PRESSURE RATNG OF NOT LESS THAN 5 P.S.. EXCEPT AS NOTED, ALL END CONNECTONS TO BE 5# EXCEPT AS NOTED. 5. BOTH VENT PPES SHALL BE SZED SO AS TO VENT THE TOP AND BOTTOM OF THE VAULT TDE FLEX VALVE TO BE NSTALLED ON OUTLET OF P.R.V. WTH AN AR GAP OF TMES THE P.R.V. DAMETER. 7. VAULT - AT CONTRACTORS OPTON, PROVDE ETHER A PRECAST UNT W/ STAMPED STRUCTURAL CALC'S, OR CONSTRUCT A CAST N PLACE VAULT AND PROVDE STAMPED REBAR AND STRUCTURAL DESGN. OAT EXTEROR WTH MLS BTUMNOUS MASTC. 4 3 OR EQUAL FOR TRACER WRE PLACED USNG E..D. STANDARDS

70 DESCRPTON PLAN VEW NTS 6" CLR 3 C - FLOW 3 5 NOTE: CONCRETE PAD AND ENCLOSURE SZED BASED ON A STANDARD 8" STATON C - 3 " CLR (SEE NOTE 6) (TYPCAL STREET SDE) (") (36") FLOW D - B - B D - (38") (54") C - ARV GAGE DETAL NTS 7 NOTE: ALL COMPONENTS, AND FTTNGS TO BE BRASS A - DESGN CRTERA UPSTREAM PRESSURE - DOWNSTREAM PRESSURE - MAXMUM DESGN FLOW - MNMUM DESGN FLOW D - COMBNATON ARV DETAL NTS 3 6 NOTE: ALL COMPONENTS, AND FTTNGS TO BE BRASS " x " FLANGED D ELBOW WTH TAPPED CONNECTON (TYP PLCS) " RESLENT SEAT GATE VALVE W/ HAND WHEEL (TYP PLCS) " PRESSURE REDUCNG VALVE - CLA-VAL 9G- " FLANGED x PE SPOOL " FLANGED COUPLNG ADAPTOR W/ RESTRANNG RODS, 34 SS, PROPERLY SZED WTH WASHERS " x " x " FLANGED TEE " RESLENT SEAT GATE VALVE W/ HAND WHEEL " P.R.V., CLA-VAL 5A- W/SST-TRM, FUSON-BONDED EPOXY COATED, ANGLED BODY, " MNMUM " x " x " FLANGED TEE (TYP PLCS) " FLANGED SPOOL " RESLENT SEAT GATE VALVE W/ HAND WHEEL (TYP PLCS) " x " FLANGED REDUCER (TYP PLCS) " P.R.V. - CLA-VAL 9G-, 3" MNMUM " FLANGED x PE SPOOL " FLANGED COUPLNG ADAPTOR CORPORATON STOP VALVE (TYP PLCS) " PRESSURE GAGE, -3 PS (UPSTREAM) BALL VALVE AND 9 BALL VALVE W/ CROSS AND REQURED FTTNGS, BRASS (TYP PLCS) " AR RELEASE VALVE ASSEMBLY, F REQURED MESH STANLESS SCREEN (TYP PLCS) 3/4" HOSE BB, BRASS FTTNGS AS NEEDED (TYP PLCS) " PRESSURE GAGE, -6 PS (DOWNSTREAM) BALL VALVE AND 9 " COMBNATON AR RELEASE VALVE ASSEMBLY " FL x SLP SCHED 8 PVC " DUCKBLL CHECK, SLP OVER STYLE W/ SS CLAMP, HYPALON ELASTAMER, PROCO, CLA-VAL, OR EQUAL (MN. SEPERATON GAP OF x PPE Ø) SEAL W/ NON-SHRNK GROUT (TYP ALL PENETRATONS EXCEPT AS NOTED) ADJUSTABLE PPE SUPPORT, HOT DP GALV. (WHEN SZE REQURES) PRV SUPPORT, HOT DP GALV. (WHEN SZE REQURES) " x " FLANGED x MJ ELBOW (TYP PLCS) " FLANGED GATE VALVE (SEE E..D. WATER STANDARD W) " FLANGED X MJ GATE VALVE (TYP PLCS) " x " FLANGED TEE (TYP PLCS) SAFE-T-COVER, MODEL ENCLOSURE (6TS-AL SHOWN) 6" CONCRETE SLAB W/ THCKENED EDGES, #6 " O.C.E.W M:\_STANDARD DESGN DETALS CAD\9_SHEET_SETS\W39 PRESSURE REDUCNG STATON ABOVE GROUND.DWG A - (64") " THCKENED EDGE SECTON A-A NTS FLOW NOTE: CONCRETE PAD AND ENCLOSURE SZED BASED ON A STANDARD 8" STATON 8 4 ENG FLL, 95% COMPACTON TYPCAL THRUST BLOCK, SEE ED STANDARD DETAL WA " MNMUM 6" AB, 95% COMPACTON B - SECTON B-B NTS A (TYPCAL STREET SDE) FLOWS TO STORM DRAN GENERAL NOTES:. COMPONENTS, FTTNGS AND OTHER DETALS SHOWN HEREON, HAVE BEEN DRAWN TO APPROXMATE DMENSONS, SHOP DRAWNGS SHALL BE SUBMTTED TO THE DSTRCT FOR APPROVAL PROR TO CONSTRUCTON, SHOP DRAWNGS SHALL SHOW COMPLETE DETALS OF THE NSTALLATON NCLUDNG SZE, LOCATON, MANUFACTURERS NAME, MODEL, DMENSONAL AND ENGNEERNG DATA OF ALL COMPONENTS.. UNLESS OTHERWSE NOTED, ALL PPE AND PPE FTTNGS SHALL BE DUCTLE RON PPE WTH BTUMASTC COATNG AND MORTAR LNNG N ACCORDANCE WTH ALL APPLCABLE ANS/AWWA STANDARDS. 3. SEE STE PLAN FOR LOCATON OF DRAN AND PRESSURE RELEF LNE ALGNMENTS AND OUTLETS. 4. ALL PPES, FTTNGS, VALVES AND OTHER APPURTENANCES ON UPSTREAM SDE OF PRESSURE REDUCNG VALVES SHALL HAVE A WORKNG PRESSURE RATNG OF NOT LESS THAN 5 P.S.. EXCEPT AS NOTED, ALL END CONNECTONS TO BE 5# EXCEPT AS NOTED. 5. FOR SAFETY, ALL CONTROL VALVE WHEELS, PLOT CONTROLS, AND GAUGES SHALL BE NSTALLED FACNG AWAY FROM STREET SDE AS SHOWN. 6. MANTAN A MNMUM OF " CLEARANCE BETWEEN ENCLOSURE AND PRESSURE REDUCNG VALVES. 7. NSTALL BOLLARDS AROUND STATON AS REQURED. EL DORADO RRGATON DSTRCT

71 Standard Detail Draings for Seer

72 El Dorado rrigation District Seer Standard Details ndex Updated-3//8 By ndex Number Alphabetical S Seer Collection Basins S and nch Air Valve S Seer Symbols Legend SA 4 nch Dead End Blo Off S3 Manufacturers List S 4 nch n Line Blo Off S3A Manufacturer's List S9D Access Manhole Shaft Locations S4 Seer Plan Check List S9E Cast n Place Manhole Base S5 Sample Seer Plan and Profile Sheet S9 Cul De Sac Manhole S6 General Seer Notes S9F Drop Manhole S7 Seer Trench Section S End Of Main Cleanout S7A Unstable Subgrade S6 General Seer Notes S8 Seer Service Connection S3 Grease nterceptor S8B Seer Service Backater Valve S9C Manhole Break in Connection S8C Pumped Seer Service to Force Main S9A Manhole Channel S8D Pumped Seer Service to Gravity S9B Manhole Cone Section S8E Seer Cleanout Placement S3 Manufacturers List S9 Precast Base Manhole S3A Manufacturer's List S9A Manhole Channel S9G Metering Manhole S9B Manhole Cone Section S9 Precast Base Manhole S9C Manhole Break in Connection S8C Pumped Seer Service to Force Main S9D Access Manhole Shaft Locations S8D Pumped Seer Service to Gravity S9E Cast n Place Manhole Base S5 Sample Seer Plan and Profile Sheet S9F Drop Manhole S3A Sand Oil nterceptor S9G Metering Manhole S8E Seer Cleanout Placement S9H Shallo Manhole S Seer Collection Basins S9 Cul De Sac Manhole S4 Seer Plan Check List S End Of Main Cleanout S8B Seer Service Backater Valve S 4 nch n Line Blo Off S8 Seer Service Connection SA 4 nch Dead End Blo Off S Seer Symbols Legend S and nch Air Valve S7 Seer Trench Section S3 Grease nterceptor S9H Shallo Manhole

73 SLVER CREEK SOUTH FORK AMERCAN RV ER Folsom Lake NORTH FORK WEBER CREEK Jenkinson Lake SOUTH FOR K WEBER CREEK CAMP CREE K NORTH FORK COSUMNES RVER MDDLE FORK COSUMNES RVER SO UTH FORK COSUMNES RVER El Dorado rrigation District Seer Collection Basins SOUTH FORK AMERCAN RVER SOUTH FORK AMERCAN RVER WEBER C REEK MARTNEZ CREEK COSUMNES RVER BG CANYON CREEK DEER CREEK Collection Basins - Camino Heights - Deer Creek 3 - El Dorado Hills 4 - Lakeood Forrest 5 - Western lakes District Boundary DRAWN BY L. A. NOTARO APPROVED B. MUELLER ED STANDARD DRAWNG NO. SCALE NONE DATE / 9 H:\Engineering Efficiency Effort\Task-Standard Details\Seer\AutoCAD Set\S - Seere Collection Basins.mxd