Loading...
HomeMy WebLinkAboutR-397728General irrigation Notes Lv Q z I- C) LEI D O ry a_ W Z cW G W 0 w a 0 0 t� s 1 >L M W Z 00 4 & F1 FLOW SCHEMATIC POINT OF CONNECTION ASSEMBLY NO SCALE FINISH GRADE AT UP OF VALVE BOX: REFER TO BOX IN TURF AND PAVED IRRIGATION SHEET NOTES AREAS (1" BELOW UP IN OR SPECIFICATIONS ALL OTHER Ate) VALVE BOX COVER SCH 80 UNIONS MALE ADAPTOR--- � GALV NIPPLES 1 = MALE ADAPTOR RECTANGULAR PLASTIC VALVE BOX AMTEK OR EQUAL BALL VALVE STUB QUICK COUPLER VALVE — WITH ROUND VALVE BOX MANUAL DRAIN VALVE — WITH ROUND VALVE BOX Flow 8" MIN 80 opoO�O o0 000 000 os$� oo� o0opo0o O 00" O� 0 0 00$ oa Q7 o pof� o oo$ 00 O Cp oocp o09 0o000oppo0o 00 00 00000000000000 BACKFLOW` PREVENTOR MIN 3 CF PEA GRAVEL SUMP VALVE BOX: REFER TO FINISH GRADE AT UP OF IRRIGATION SHEET NOTES BOX IN TURF AND PAVED OR SPECIFICATIONS AREAS (1- BELOW UP IN ALL OTHER AREAS) VALVE BOX COVER KIP BALL 0 VALVE p 6" MIN o 0 0g CLEARANCE J 0 g o O o8 O O o 0 o O o-� O O O 0 00 0 0 0 0 0 BACKFLOW PREVENTOR 4" MIN LONG SCH 40 PVC o p FLOW MAINLINE GALV NIPPLE PEA GRAVEL (INSTALL MIN SCH 80 UNION - 2 CUFT BELOW BACKFLOW PREVENTOR) PVC MALE ADAPTOR DOUBLE CHECK VALVE NO SCALE BALL VALVE NO SCALE O 000po0p o o cboo po �$ 000000000 MIN 2 CF PEA GRAVEL SUMP "--SUPPORT RECTANGULAR BOXES WITH 4 BRICKS, TYP POINT OF CONNECTION NO SCALE VALVE BOX: REFER TO FINISH GRADE AT UP OF SPECIFICATIONS BOX WALK OR CURB - ELECTRIC CONTROL VALVE FINISH 3" GRADE SCH 80 PVC NIPPLE SUP FIX FITTING -- SCH 80 PVC UNION W/BRASS INSERT CLASS 200 PVC SCH 40 PVC MALE I I' LATERAL LINE TO ADAPTER SPRINKLER 1I SPRINKLERS 1 BODY SCH 40 PVC ELL (S X S) SCH 80 p p I SCH 40 PVC PIPE; NIPPLE LOW VOLTAGE WIRES LENGTH AS REQUIRED SCH 40 ELL oOog7J SCH 40 0 SCH 40 PVC FITTING STREET ELL 1 CUFT DRAIN GRAVEL (S X S) SUMP BELOW VALVE SCH 40 STREET SCH 40 PVC MAINLINE ELL NOTE: PROVIDE EXPANSION COILS AT EACH VALVE LATERAL LINE SCH 40 TEE OR ELL Ir ELECTRIC CONTROL VALVE NO SCALE CALL 48 HOURS k BEFORE YOU DIG 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATES 1/3/14 BY: ECS 0 III TIB # 8-1-102(033)-1 QUICK COUPLER FINISH GRADE - LOCKABLE VALVE BOX- 2-STAINLESS STEEL WORM CLAMPS a r r r r r r r 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.paramethx.com REVISION 14 REBAR ROD- 30" LENGTH SCH 40 MAINLINE 14 REBAR 30- LENGTH NOTES: 1. CONTRACTOR SHALL USE VALVE Box EXTENSIONS AS REQUIRED TO MEET FINISH GRADE 2. ALL VALVE BOXES TO BE INSTALLED FLUSH WITH FINISH GRADE 3. VALVE BOXES TO BE SIZED TO FACILITATE REPAIR/REPLACEMENT OF HOUSED EQUIPMENT 6" .. /—CURB OR EDGE SCH 80 PVC NIPPLE TxT LENGTH AS REQUIRED SCH 40 PVC COUPLING TxT SCH 80 PVC NIPPLE TxT SCH 40 PVC ELBOW TxT 2-sCH 4o PVC 90 S?REET ELLS SCH 40 PVC MAINLINE FITTING 80 PVC NIP QUICK COUPLER VALVE NO SCALE VALVE CHART VALVE SIZE SURVEYED: DESIGNED: D. SANDENO DRAWN: D. SANDENO ECS 1 3 1 4 CHECKED: BY DATE APPR APPROVED: 1. IRRIGATION SYSTEM INSTALLATION SHALL BE DONE BY COMPETENT IRRIGATION CONTRACTOR AND/OR LANDSCAPE CONTRACTOR THAT HAVE PROVEN EXPERIENCE WITH SIMILAR PROJECTS. THE CONTRACTOR IS TO PROVIDE ACCURATE AND LEGIBLE (AS —BUILT) DRAWINGS FOR ALL PHASES OF THE PROJECT. ALL IRRIGATION WORK IS TO BE COORDINATED AND SCHEDULED IN COOPERATION WITH ALL OTHER CONTRACTORS. ANY DIFFICULTIES, COST CHANGES, OR DAMAGES DUE TO LACK OF COOPERATION OR COMMUNICATION ARE THE RESPONSIBILITY OF THE CONTRACTOR, IRRIGATION CONTRACTOR AND/OR LANDSCAPE CONTRACTORS. THE LANDSCAPE/IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE AND AVAILABLE FLOW PRIOR TO CONSTRUCTION AND CONDUCT A PRESSURE TEST FOLLOWING COMPLETED INSTALLATION. IF DEFICIENCIES ARE NOTED THAT WILL HINDER THE SYSTEMS PERFORMANCE, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION TO CORRECT DEFICIENCIES. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN—UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE—OUT. 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE ENGINEER AND AT NO COST TO THE OWNER. 5. SPRINKLER HEAD SYMBOLS SCHEMATICALLY REPRESENT DESIRED SPRAY PATTERNS. FIELD ADJUSTMENTS AND VERIFICATION OF SPRAY PATTERNS WILL BE NECESSARY. ADJUST SPRAY PATTERNS TO WATER LANDSCAPE AREA ONLY AND PREVENT OVERSPRAY ONTO BUILDINGS AND/OR PAVEMENT (UNLESS SPECIAL CIRCUMSTANCES PREVAIL). 6. ALL PIPING UNDER HARD SURFACES (INCLUDES CONCRETE, ASPHALT, CRUSHED GRAVEL) SHALL BE SLEEVED WITH 4" DIAMETER PVC CONDUIT EXTENDING EIGHTEEN (18) INCHES BEYOND HARD SURFACE EDGE. MARK ENDS WITH A 3/8" DIAMETER REBAR, 18" IN LENGTH. TOP OF REBAR TO BE 1" UNDER SOIL SURFACE. ALL SLEEVES UNDER HARD SURFACE SHALL BE STRAIGHT TO ALLOW FOR IRRIGATION PIPE REPLACEMENT. ALL SLEEVE INSTALLATION SHALL BE ACCOMPLISHED UNDER THIS CONTRACT. 7. ALL CONTROL WIRING IN MAINLINE TRENCH SHALL BE PLACED UNDER MAINLINE. ALL CONTROL WIRING NOT IN MAINLINE TRENCH SHALL BE BURIED WITHIN METAL CONDUIT. CONDUIT SHALL BE PLACED 18" BELOW FINISH GRADE. ALL CONDUIT AND FITTINGS SHALL BE INTERMEDIATE METALLIC OR BETTER. 8. PIPE SIZE SHALL BE THE SAME ON BOTH SIDES OF VALVES. PIPE SHALL REMAIN CONSTANT BETWEEN PIPE SIZE CALLOUTS. 3/4" CLASS 200 PVC SHALL BE THE SMALLEST LATERAL LINE USED. 1 9. LOCATE ALL VALVES WITHIN ONE (1) FOOT OF THE MAINLINE. 10. FIELD VERIFY ALL SPRINKLER HEAD LOCATIONS (FLAGGING) FOR REVIEW AND APPROVAL BY ENGINEER BEFORE TRENCHING. 11. WHERE TWO OR MORE PIPES SHARE THE SAME , TRENCH, MAINTAIN A 4" SEPARATION BETWEEN PIPES. DO NOT CROSS PIPES OVER EACH OTHER UNLESS THEY ARE AT 90 DEGREES. 12. IRRIGATION SITE PLAN IS SCHEMATIC. IRRIGATION PLUMBING AND EQUIPMENT SHALL BE INSTALLED IN LAWN OR SHRUB BED AREAS AND WITHIN PROPERTY BOUNDARIES. THE CONTRACTOR SHALL CONSIDER ALL SITE FEATURES IN THE INSTALLATION OF IRRIGATION IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL IRRIGATION EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM. FIELD VERIFY ALL EXISTING EQUIPMENT LOCATIONS AND REPORT ANY INCONSISTENCIES TO ENGINEER. 13. SUPPLEMENT 8-03.3(4) — ALL PVC SOLVENT WELDS WILL BE MADE AS A TWO—STEP PROCESS W/ SEPARATE PRIMER AND GLUE APPLICATIONS. ALL GLUE SHALL BE MANUFACTURED FOR IRRIGATION AND CONDUIT ASSEMBLY ONLY. NO "ONE—STEP" GLUE SHALL BE ALLOWED. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO USE. 14. ALL NEW AND MODIFIED IRRIGATION SHALL MATCH EXISTING MATERIALS INSTALLED ON —SITE. A THOROUGH INSPECTION OF CONTROLLER, PIPING, VALVES, HEADS, AND FITTINGS SHALL BE COMPLETED BY IRRIGATION CONTRACTOR PRIOR TO BIDDING TO INSURE CONTINUITY THROUGHOUT SITE FOR EASE OF MAINTENANCE AFTER FINAL CONSTRUCTION (IF APPLICABLE) I itiIr.:;ATION EQUIPMENT L15T symbol I i'" FRd. I Ordering * 1 Product Description ,& e F,�Ia inblyd 1504 15' 5eries/FG5 0" Fop=Up 6prahead With �O' 4 1a0' Nozzles 123 in fRairbird 1P0(o 55T/E5T/FC5 (o" Fop -Up ra Dead With Side 4 End Strip Nozzles AAA fRainbird 15O4 10' 5eries/FC5 &" Fop -Up 15ra head With eO°, 120, 4 1,50° Nozzles ►1 F-ebco 0501' 11/2 " 11/2 " E)oub Is Cheek Valve Sa ckFlow Preventor 8 B 4 < 101=SOO Series E3ra5s F3all Valve (Schedule- 40 Unions With Brass Inserts) Match Line 5ize © fRairbird 3 RG 3/4" 5ra55 Quick Coupler pQ Ralrbird l00/1503PE5¢PR5a[) 1" - 1I/2'' Electric Remote Control Zone Valve includin PfR5 preasure reeulat-ine module ® Toro Sentinel 55A<2f51roN6-4 Luith is ! directional antenna Y— — schedule 4-0 PVC Fi e For Mainline, Install at 10" Depth (24" Under Paved Areas) T — Class 200 PVC Fi e for Lateral Lines, Install at 12" [Depth (24" Under Paved 4reas) Mass 200 FVC Pipe Conduit, Install at 24" peth Not Shown 14-AUJ [)irect Burial Low Voltage Wires/ fRed=5i nal White -Common THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SCALE: DATE: HORIZONTAL: N NAND 98/11991 •► NE 3rd 14th CORRIDOR IMPROVEMENTS 8/8/12 As SHOWN .. ,: CITY OF PHASE 1 INTERSECTION IMPROVEMENTS FFIELDBOOK: AN RENTON AT�ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO: —� Approved For Construction IRRIGATION SCHEDULE, I R4 IF NOT ONE INCH SCALE ACCORDINGLY DETAILS & NOTES Robert M. Hanson P.E. Date , SHEET: 43 DF:43 NNNNNE More