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20-101386-Tree Retention Plan-04-09-2020-V1AAAGASXFMR TT P T COS G W G D COS D PB PB PB PB PB PB PB PB PB PB T PB WAAAAAA AAAAAA AAA AAA AAA AAAAAAAAAAAA AAA AAA AAA AAAAAAAAAAAA AAA AAA AAAC.B.C.B. PP PPPP µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 25 4/& 10050 Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY) MINOR ARTERIAL (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Ρ− 225ΣΓ ΡΣΘ∆∆Σ Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ (PRIVATE ROAD) 2 2 Θ Χ Ο Κ ≅ Β ∆ Ρ − SECTION 22 SECTION 21 ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− 50' FORESTED BUFFER \A1;10.0' PROPOSED UTILITY EASEMENT \A1;10.0' PROPOSED POWER EASEMENT \A1;10.0' EXISTING WATER EASEMENT Λ≅Μ≅Φ∆Χ ΕΝΘ∆ΡΣ ΑΤΕΕ∆Θ \A1;5.0' CONCRETE SIDEWALK \A1;50.0' FORESTED BUFFER ΚΝΝΟ ΘΝ≅Χ (PRIVATE ROAD) LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF A CONTINUOUS MANAGED FOREST BUFFER IS PROVIDED AROUND THE PERIMETER OF THE CP-1 ZONE. THE DEPTH OF THIS BUFFER IS 50' WHEN ABUTTING WEYERHAEUSER WAY SOUTH AND 100' WHEN ABUTTING HIGHWAY 18. A GENERAL MAINTENANCE PLAN WILL BE SUBMITTED WITH THE LAND MODIFICATION PERMIT (COMMERCIAL GRADE AND FILL). {NATIVE VEGETATION NOT WITHIN THE FORESTED BUFFER AND OUTSIDE OF GRADING LIMITS WILL BE LEFT UNDISTURBED. } ΣΘ∆∆ ΟΘ∆Ρ∆ΘΥ≅ΣΗΝΜ FORESTED BUFFER ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ \A1;100.0' FORESTED BUFFER \pxqc;FUTURE POND EXPANSION 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\TR-01.dwg3/20/2020 10:25 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!TREE RETENTION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 TR-01 LDK LDK 03/23/2020 ΣΘ,/0 3/33 AR ϑ∆Ξ Λ≅Ο NOT TO SCALE 03/20/2020 8Q 8Q 8H8H 8Q 8Q 8H 8H15Q 15H 15H 15H 15H 15Q 15H 15H 8Q8H 8H 8H 8H 8H 12H 15H 15Q 10Q 10Q 10H 10H 15Q 10H 8H 10H 8H 8H 8H 8H 8H 8Q 8Q SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 8H 8H 8Q 8Q 8H 8H 8Q 8Q 8Q 8Q 8H 8H 8Q 8Q 8H 8H 8Q 8Q 8H 8H 15H 15H15H15H15H15H15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H15H10Q 10H 15H 15H 15H 15H 15H 15Q 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 8Q 8H 8Q 8H 8Q 8H 8Q 8H 8Q 8H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H R-ES R-ES R-ES R-ES R-ES L-ES L-ES L-ES L-ES L-ES L-ES 15Q 10H 8H 10H 10H12H µ (PUBLIC RIGHT OF WAY) ς∆Ξ∆ Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\IR-01.DWG3/20/2020 10:30 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!IRRIGATION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 IR-01 LDK LDK 03/23/2020 ΗΘ,/0 30 33SEE SHEET LA-03 FOR CONTINUATION SEE SHEET IR-02 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;50.0' FORESTED BUFFER LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 ϑ∆Ξ Λ≅Ο NOT TO SCALE 13 1" 7.35 GPM IRRIGATION ZONE VALVE- TYPICAL. REFER TO IRRIGATION SPECIFICATION ON SHEET IR-04 VALVE LABEL- TOP NUMBER INDICATES CONTROLLER VALVE NUMBER, BOTTOM LEFT NUMBER INDICATES VALVE SIZE / BOTTOM RIGHT NUMBER INDICATES GALLONS PER MINUTE THROUGH THE VALVE. REFER TO IRRIGATION SPECIFICATIONS ON SHEET IR-04 HEAD WITH NOZZLE CALLOUT- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 \pxqr;1-1/2" INCH SCHEDULE 40 PVC MAINLINE- TYPICAL IRRIGATION LATERAL LINE- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 Know what's below. before you dig.Call R 14 1"9.68GPM\pxqr;PVC SLEEVING- SEE SHEET IR-04 FOR SPECIFICATIONS, TYPICAL 16 1" 11.15 GPM 15 1" 7.23 GPM 12 1" 8.40 GPM 11 1" 10.88 GPM 10 1" 13.60 GPM 9 1" 15.02 GPM 03/20/2020 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 15Q 10HSS R-ES L-ES L-ES L-ES L-ES 8H 8H 8H 8H 8H 8H 8H 8H 8H 8Q 8H 8H 8H8H AAA 8Q 8H 8H 8Q8H 8H 8H 8H 8Q 8H 8H 8Q 8Q 8H 8H 8H 8H 15Q 10H 10H R-ES SS L-ES R-ES R-ES SS SS SSSS L-ESL-ES 8Q 8H 8Q 8H 8H 8H 8H 8H 8H 8H 8H 8Q 8Q 8H 8H 8H 8Q 8Q 8H 8H 12H 8H 8H 8Q 8Q 12H 12H 8H 8H 15H 15H 15H 15H 15H 15H 15H 8H 8H 8H8H8H8H SS R-ES µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\IR-02.DWG3/20/2020 10:35 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!IRRIGATION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 IR-02 LDK LDK 03/23/2020 ΗΘ,/1 31 33SEE ABOVE RIGHT FOR CONTINUATIONSEE SHEET IR-01 FOR CONTINUATION(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ − \pxqc;WETLAND DQ (CAT. III) \A1;50.0' FORESTED BUFFER LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 SEE BELOW LEFT FOR CONTINUATION SEE PLANS FOR BUILDING 'B'SEE SHEET IR-03 FOR CONTINUATIONIRRIGATION ZONE VALVE- TYPICAL. REFER TO IRRIGATION SPECIFICATION ON SHEET IR-04VALVE LABEL- TOP NUMBER INDICATES CONTROLLER VALVE NUMBER, BOTTOM LEFT NUMBER INDICATES VALVE SIZE / BOTTOM RIGHT NUMBER INDICATES GALLONS PER MINUTE THROUGH THE VALVE. REFER TO IRRIGATION SPECIFICATIONS ON SHEET IR-04 HEAD WITH NOZZLE CALLOUT- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 \pxqr;1-1/2" INCH SCHEDULE 40 PVC MAINLINE- TYPICAL IRRIGATION LATERAL LINE- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 4 1" 8.49 GPM \pxqr;PVC SLEEVING- SEE SHEET IR-04 FOR SPECIFICATIONS, TYPICAL 3 1" 12.73 GPM 2 1" 14.61 GPM 1 1" 3.99 GPM ϑ∆Ξ Λ≅Ο NOT TO SCALE TAP MAINLINE AT CITY MAIN- REFER TO CIVIL PLANS FOR DETAILS SEE SHEET IR-03 FOR CONTINUATIONIRRIGATION POINT OF CONNECTION. REFER TO IRRIGATION SPECIFICATION ON SHEET IR-04 Know what's below. before you dig.Call R 03/20/2020 GAS XFMRTT 8H 8H 8Q 8Q 15H 15H 15Q 10H 8H 10H 8H 8H 8H 8Q 15Q 15Q 12H8H 10H 10H 10Q 8H 15Q 15H 15H 15H 15H 15H 15H 15H 15H 10H 10H 10H 8H 8Q SS 8Q 8H 8Q 8H 8Q 8H 8Q 8H SSSSSSSS SS R-ES L-ESL-ESL-ES R-ESR-ESL-ES 8Q 8H 8H R-ES SS SS SS SS SS SS SS SS SS SS SS SS SS SS 8H 8H 8Q 8Q 8H 8H 8Q 8Q 8H 8H 8Q 8Q 15H 15H 15H 15H 15H 8H 8H 8H R-ES R-ES L-ES L-ES SS 15H 15H 15H 8Q 8H 8Q 8H 10H 8H 8H 12H 12H 12H 12H 8Q 8H 8Q 8H 15H 15H 15H R-ES R-ES R-ES L-ES L-ES L-ES 10H SS SS SS SS SS SS SS SS SS SS SS SS R-ES SS SS SS SS SS 8H 8H 8Q 8Q 15H 15H 15H 15H 8Q 8H 8Q 8H 15H 15H 15H 15H 15H R-ES L-ES µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\IR-03.DWG3/20/2020 10:41 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!IRRIGATION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 IR-03 LDK LDK 03/23/2020 ΗΘ,/2 32 33 ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET BELOW RIGHT FOR CONTINUATION SEE PLANS FOR BUILDING 'B'SEE SHEET IR-02 FOR CONTINUATION 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 ΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF HEAD WITH NOZZLE CALLOUT- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 IRRIGATION LATERAL LINE- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 VALVE LABEL- TOP NUMBER INDICATES CONTROLLER VALVE NUMBER, BOTTOM LEFT NUMBER INDICATES VALVE SIZE / BOTTOM RIGHT NUMBER INDICATES GALLONS PER MINUTE THROUGH THE VALVE. REFER TO IRRIGATION SPECIFICATIONS ON SHEET IR-04 8 1" 4.50 GPM 7 1" 2.36 GPM \pxqr;1-1/2" INCH SCHEDULE 40 PVC MAINLINE- TYPICAL IRRIGATION ZONE VALVE- TYPICAL. REFER TO IRRIGATION SPECIFICATION ON SHEET IR-04 \pxqr;PVC SLEEVING- SEE SHEET IR-04 FOR SPECIFICATIONS, TYPICAL 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 SEE ABOVE LEFT FOR CONTINUATION SEE SHEET IR-01 FOR CONTINUATION \pxqr;1-1/2" INCH SCHEDULE 40 PVC MAINLINE- TYPICAL SEE SHEET IR-02 FOR CONTINUATIONς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−(PUBLIC RIGHT OF WAY)\pxql;1-1/2" INCH SCHEDULE 40 PVC MAINLINE- TYPICAL \pxql;REFER TO CIVIL PLANS FOR WATER MAIN TAP 5 1" { }6.75 GPM FIRE HYDRANT (TYP) 6 1"5.34GPMΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)Know what's below. before you dig.Call R 03/20/2020 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\IR-04.dwg3/20/2020 10:43 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!IRRIGATION PLAN DETAILS & LEGENDWASHINGTONCITY OF FEDERAL WAY1886-001-016 IR-04 LDK LDK 03/23/2020 ΗΘ,/3 33 33 LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF ς≅ΘΜΗΜΦ9 THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. ΗΘΘΗΦ≅ΣΗΝΜ Κ∆Φ∆ΜΧ ΗΘΘΗΦ≅ΣΗΝΜ ς≅Σ∆ΘΗΜΦ ΡΒΓ∆ΧΤΚ∆ \pxsm1.5;ZONES SHALL BE SCHEDULED TO WATER BY THE IRRIGATION CONTRACTOR SUCH THAT ZONES HIGHEST ON THE SLOPES ARE WATERED FIRST AND NOT AT THE SAME TIME AS ZONES THAT ARE MID-SLOPE OR AT THE BOTTOM OF THE SLOPE. THEN, MID-SLOPES, THEN BOTTOM OF THE SLOPE SHALL BE WATERED LAST. THIS STAGGERING OF THE WATERING SCHEDULE WILL HELP TO ALLEVIATE POSSIBLE EROSION AND RUNOFF. {1. MAINLINES ARE TO BE BURIED AT A MINIMUM DEPTH OF 24", LATERALS ARE TO BE BURIED A MINIMUM OF 18" DEEP. 2. USE PURPLE PRIMER AND WET DRY BLUE GLUE, PVC CEMENT ON ALL GLUED FITTINGS. 3. THE FIRST SIX INCHES OF PIPE BACKFILL MUST BE FREE OF ROCKS, AND ALL BACKFILL MUST BE FREE OF ROCKS GREATER THAN 1" IN DIAMETER AND FREE OF ALL OTHER DEBRIS. 4. ALL HEADS SHALL BE INSTALLED WITH SWING ARM SYSTEM, USING SCHEDULE 80 BLACK PVC 'L'S AND A MINIMUM OF 1' OF FLEXIBLE POLY PIPE. 5. ALL VALVES TO BE INSTALLED IN IRRIGATION BOXES WITH LIDS, USE EXTENSIONS WHERE NECESSARY. TOP OF LIDS SHALL BE AT FINISHED GRADE. 6. ALL ELECTRIC VALVE WIRING SHALL BE IRRIGATION CONTROL CABLE TYPE "UF" DIRECT BURIAL. CONTROL WIRES SHALL BE #14G BLACK UNLESS OTHERWISE SPECIFIED. SYSTEM SHALL INCLUDE TWO SPARE WIRES (ORANGE) AND ONE COMMON (WHITE). SYSTEM SHALL ALSO INCLUDE ONE #10 BARE COPPER TRACE WIRE FROM CONTROLLER TO ALL VALVES. 7. WIRES TO ELECTRICALLY CONNECT CONTROLLER TO ALL VALVES. EACH VALVE SHALL BE CONNECTED TO A SEPARATE CONTROL WIRE. 8. WIRE TO BE BURIED WITH MAINLINES (24" DEEP) AND IN SLEEVES UNDER ALL PAVING. 9. ALL WIRE SPLICES TO BE CONNECTED WITH SILICON WATER PROOF WIRE CONNECTORS WITH WIRES TAPED TOGETHER. 10. LEAVE A MINIMUM OF 12" OF SLACK WIRE AT ANY SPLICE AND CONNECTIONS. 11. USE BRASS UNIONS AT BOTH CONNECTIONS TO THE DOUBLE CHECK VALVE ASSEMBLY. 12. USE TEFLON TAPE/SEALANT ON ALL BRASS OR METAL FITTINGS. 13. INSTALL DOUBLE CHECK VALVE ASSEMBLY, PRESSURE REDUCING VALVE, AND QUICK COUPLER IN SEPARATE IRRIGATION BOXES. INSURE POSITIVE DRAINAGE OF WATER OUT OF AND AWAY FROM ALL COMPONENTS. 14. DOUBLE CHECK VALVE ASSEMBLY MUST MEET CITY STANDARDS FOR INSTALLATION. 15. WIRE FROM TRENCH TO CONTROLLER SHALL BE IN ELECTRICAL CONDUIT AND CONTROLLER SHALL BE WALL MOUNTED INSIDE BUILDING. EXACT LOCATION TO BE DETERMINED BY OWNERS REPRESENTATIVE. CONDUIT SHALL BE SECURELY CONNECTED TO STRUCTURE AS DIRECTED BY OWNERS REPRESENTATIVE. 16. USE PRESSURE REDUCING VALVE TO ACHIEVE A MINIMUM PRESSURE OF 30 PSI AND A MAXIMUM OF 45 PSI (OPTIMUM 40 PSI) 17. CONTROLLER TO BE GROUNDED PER MANUFACTURES SPECIFICATIONS. 18. CONTRACTOR TO PRESSURE TEST SYSTEM BEFORE APPROVAL/ACCEPTANCE, HOLD 150 PSI FOR 5 MINUTES. 19. USE GALVANIZED PIPE FROM METER TO QUICK COUPLER VALVE EXCEPT AS NOTED ABOVE IN NOTE #11. 20. CONTRACTOR TO PROGRAM CONTROLLER AND ADJUST ALL NOZZLES BEFORE FINAL APPROVAL OR ACCEPTANCE. NOZZLES MUST BE PROPERLY DIRECTED AND ADJUSTED FOR OPTIMUM COVERAGE. 21. FLUSH ALL LINES BEFORE INSTALLING NOZZLES. 22. SET TOP OF HEADS AT FINISHED GRADE (NEITHER ABOVE OR BELOW). 23. QUICK COUPLING VALVES (QCV) TO BE INSTALLED PER DETAIL THIS SHEET. 24. PLANS ARE DIAGRAMMATIC: CONFIRM MAINLINE ALIGNMENT, VALVE LOCATIONS & LATERALS WITH OWNERS REPRESENTATIVE. LOCATE ALL COMPONENTS IN LANDSCAPE AREAS, WITHIN PROPERTY BOUNDARIES, USE SHARED TRENCHES WHERE POSSIBLE. 25. VERIFY LOCATION & DEPTH OF ALL UTILITIES AND SERVICES PRIOR TO EXCAVATING. NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN EXISTING SITE CONDITIONS AND PROPOSED DESIGN, PRIOR TO CONSTRUCTION. 26. ALL MAINLINES AND SLEEVES SHALL BE SCHEDULE 40 AND CLASS 200 IS ACCEPTABLE FOR LATERALS. 27. FOR SUPPORT, PLACE A 12" CONCRETE BLOCK DIRECTLY BELOW THE DCVA INSIDE THE VALVE BOX. EXTRA CAUTION SHOULD BE USED WHEN DEALING WITH VERY HIGH PRESSURE. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PERMIT FEES AND INSPECTIONS. 29. MATERIAL SUBSTITUTIONS WILL ONLY BE ACCEPTED WHEN REQUESTED IN WRITING. WRITTEN REQUEST SHALL INCLUDE ALL DATA SHEETS AND AN EXPLANATION OF HOW SUBSTITUTED ITEM EXCEEDS THE REQUIREMENTS OR PERFORMANCE OF THE SPECIFIED ITEM. WRITTEN APPROVAL SHALL BE SUPPLIED BY OWNERS REPRESENTATIVE BEFORE CONTRACTOR CAN INSTALL ANY SUBSTITUTED MATERIALS. NO WRITTEN NOTIFICATION IS REQUIRED FOR REJECTION OF REQUEST. 30. SLEEVES SHALL BE PROVIDED BY THE CONTRACTOR UNDER ALL PAVEMENT CROSSINGS. PIPE SLEEVES SHALL BE TWICE THE SIZE OF THE PIPE GOING INTO IT. NO MORE THAN ONE PIPE IS TO BE INSTALLED IN EACH SLEEVE. SLEEVES 6" AND LARGER SHALL BE CLASS 200. SLEEVES 4" AND SMALLER TO BE SCHEDULE 40. A SEPARATE SLEEVE SHALL BE INSTALLED FOR CONTROL AND COMMUNICATION WIRES. ANY SLEEVE TO BE INSTALLED UNDER ROADWAY PAVEMENT SHALL BE SCHEDULE 40. 31. RAIN SENSOR SHALL BE MOUNTED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND HARD WIRED IN CONDUIT TO CONTROLLER. MOUNT RAIN SENSORS ON TOP OF NEARBY FENCE POSTS (IF AVAILABLE) OR MOUNT 6' ABOVE GROUND SURFACE ON A PRESSURE TREATED 4X4 POST IN AN UNOBTRUSIVE LOCATION WITHIN AN ADJACENT LANDSCAPE BED AND NOT UNDER TREE CANOPY. PROVIDE A RAIN SENSOR FOR EACH CONTROLLER. 32. CONTRACTOR TO OBSERVE BEST MANAGEMENT PRACTICES AND SAFETY SCALE: 5 %%u QUICK COUPLING VALVE DETAIL NONE FINISH GRADE CARSON MODEL 910 BOX (GREEN COLOR) OR APPROVED EQUAL SET FLUSH WITH FINISH GRADE {\Fcivil.shx;2" DEPTH PEA GRAVEL SUMP FILL BOTTOM OF BOX AS REQUIRED} STAINLESS STEEL "U" BOLT STOCK ANCHOR LOW ON VALVE SNUG TO FIT SUPPORT VALVE BOX WITH FOUR (4) BRICKS TYP. SCHED. 80 PVC NIPPLE SCHED. 40 PVC TXT 90 SCHED. 80 PVC NIPPLE SCHED. 40 PVC STREET ELL {\Fcivil.shx;SCHED. 40 PVC TEE OR ELL}PVC MAINLINE KNOCKOUTS IN BOX TO FIT OVER PVC PIPE ANTI-ROTATION DEVICE LOCKING NUT & WASHER TYP. {\Fcivil.shx;1" DIA SCHED. 80 PVC PIPE AT 48" LENGTH WITH HOLES FOR "U" BOLT} {2" TYP. DEPTH SCALE: 6 %%u REMOTE CONTROL VALVE NONE SCALE: 2 %%u SLEEVE DETAIL NONE SCALE: 4 %%u DOUBLE CHECK VALVE ASSEMBLY NONE BASESCH. 40 PVC SLEEVE - SIZE AS SHOWN PIPE AND WIRE \A1;24" TYP. \A1;1" SCH. 40 PVC\A1;2x3 BRASS NIPPLE \A1;DI-ELECTRIC UNIONS \A1;BRASS 90^ ELL \A1;PEA GRAVEL {\Fcivil.shx;NOTE: ALL MALLEABLE FITTINGS AND NIPPLES FROM METER THROUGH DISCHARGE OF DOUBLE CHECK VALVE SHALL BE BRASS AND LENGTH AS REQUIRED. ADAPT TO PVC MAIN LINE WITH PVC MALE ADAPTER. SUPPORT BOTTOM OF DCVA WITH CONCRETE BLOCK.} {1" ROUND WASHED DRAIN ROCK} \A1;BRASS NIPPLE {\Fcivil.shx;COPPER LINE FROM METER} {\LCOORDINATE WITH CITY ENGINEER} BRASS TEE WITH BUSHING AND PLUG {TO PRESSURE REGULATOR (IF NEEDED) AND QC} \A1;DOUBLE CHECK VALVEUTILITY VAULT BOX WITH LOCKING LID INSTALL FLUSH WITH FINISH GRADE \A1;2x3 BRASS NIPPLE \A1;BRASS 90^ ELL \A1;FINNISH GRADE CONTROL WIRES AND SPARE, TAPE TO BOTTOM OF MAINLINE, TYP \A1;PVC BUSHING \A1;MAINLINE {11"x17" VALVE BOX CARSON MED. OR HEAVY DUTY - OR APPROVED EQUAL INSTALL FLUSH WITH FINISH GRADE} {\Fcivil.shx; PVC S x TH ADP.} {INSTALL 6" DEPTH MIN OF 1" WASHED DRAIN ROCK IN BOTTOM OF VALVE BOX} CONTROL WIRE WITH 2 L.F. COILED IN BOX SUPPORT VALVE BOX WITH (4) BRICKS, TYP. MIN 4" PVC SCH. 80 NIPPLES (BOTH ENDS OF VALVE) {4" CLR MIN} \A1;PVC UNION AUTOMATIC CONTROL VALVE SCALE: 3 %%u POINT OF CONNECTION NONE GATE VALVE FLOW DIRECTIONFLOW DIRECTION NOTE: INSTALL COMPONENTS IN THIS ORDER DOUBLE CHECK VALVE ASSEMBLY PRESSURE REDUCING VALVE QUICK COUPLING VALVE METER ΗΘΘΗΦ≅ΣΗΝΜ ΜΝΣ∆Ρ 1-1/2" SCHEDULE 40 PVC MAINLINE 44LRC - 1" RAINBIRD QUICK COUPLING VALVE (OR APPROVED EQUAL) ZONE DATA - ZONE #, VALVE SIZE AND ZONE GALLONS PER MINUTE ZONE # SIZE GPM 1" BRASS BALL VALVE WITH THREADED ENDS DOUBLE CHECK VALVE ASSEMBLY - (1") FEBCO 850 UDC - SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET RAINBIRD PEB-PRS-D AUTOMATIC ZONE VALVE, SIZE AS SHOWN POINT OF CONNECTION AT TEMPORARY WATER METER LOCATIONS LOCKING PEDESTAL CONTROLLER, MODEL RAINBIRD TBOS-II SERIES BATTERY-OPERATED IRRIGATION CONTROLLER. SEE SPECIFICATIONS FOR OUTDOOR CONTROLLER CABINET. CONTRACTOR TO COORDINATE LOCATION OF CONTROLLER CABINET WITH CITY REPRESENTATIVE PRIOR TO INSTALLATION. 1" BRASS PRESSURE REDUCING VALVE TO ACHIEVE OPTIMUM PRESSURE OF 40 G.P.M. 1. PLAN IS DIAGRAMMATIC. MAINLINE MAY BE SHOWN IN HARDSCAPE AREAS OR OUTSIDE OF PROPERTY BOUNDARY, BUT SHOULD BE PLACED WITHIN THE PROPERTY BOUNDARY AND WITHIN PLANTED AREA. 2. IT IS THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE, AND TO CLARIFY ANY QUESTIONS PRIOR TO THE START OF WORK. 3. IT IS THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ADJUST THE DESIGN AS NECESSARY BASED ON ACTUAL FIELD CONDITIONS IN ORDER TO INSURE PROPER COVERAGE. 4. IRRIGATION CONTRACTOR WILL SCHEDULE WATERING TIMES FOR ALL ZONES WITHIN THE PROJECT AND REVIEW OPERATION WITH THE CITY'S REPRESENTATIVE FOR FINAL APPROVAL. 5. THIS IRRIGATION SYSTEM USES POTABLE WATER {HUNTER MP ROTATOR 1000 MATCHED PRECIPITATION RATE NOZZLES WITH HUNTER PRS40 PRO SPRAY 6" POP-UP SPRINKLERS, OR APPROVED EQUAL, INSTALL PER MANUFACTURES SPECIFICATIONS. 1000 SERIES MP ROTATOR FOR RADII BETWEEN 8'-15' FIELD ADJUST ARCS AND RADII TO FIT AREAS.} 1/21/4 CLASS 200 LATERAL - SIZE CLASS 200 LATERALS WITH 3/4" MINIMUM SIZE BELOW 10 GPM, 1" FOR 10-17 GPM, 1-1/4" FOR 11-27 GPM, AND 1-1/2" FOR 28-50 GPM. INCREASE PIPE DIAMETERS IF NECESSARY TO CONSERVE STATIC PRESSURE.12HMP1%%UNOZZLES: 6" TRENCHING DETAIL SCALE: NONE VALVE WIRES FINISHED GRADE 18"SELECT BACKFILL, REMOVE ROCKS, DEBRIS AND SHARP OBJECTS PVC CLASS 200 LATERAL ΗΛΟΝΘΣ≅ΜΣ ΗΘΘΗΦ≅ΣΗΝΜ Χ∆ΡΗΦΜ ΜΝΣ∆Ρ9 5X30 SIDE STRIP 5X15 LEFT OR RIGHT END STRIP WATER METER, LOCATION SHOWN ON IR-01 SEE CIVIL DRAWINGS FOR SPECIFICATIONS SS L-ES R-ES REFER TO NOTE 30, IRRIGATION NOTES AND SLEEVING DETAIL THIS SHEET 1 Know what's below. before you dig.Call R 03/20/2020