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HomeMy WebLinkAboutR-4238804 3 3 A 1 F231 2 F231 THRUST BLOCK - TABLE MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET PIPE PRESSURE P` B C D E SIZE PSI (100 PSI) 200 2/(1) 1 /(NONE)1 /(NONE) NONE NONE 4„ 300 3 2 2 2 2 1 1 1 NONE NONE 2 - 3/4" DIA. RODS FOR 10" SIZE & SMALLER 2 - 1 " DIA. RODS LARGER THAN 10" SIZE NOTE: ADDITIONAL BLOCKING MUST BE PROVIDED IF 9" MIN. GATE VALVE IS AT END OF LINE DURING TESTING. X X GATE VALVE SAFE BEARING LOADS IN LB./SQ. FT. THE SAFE BEARING LOADS GIVEN IN THE FOLLOWING TABLE ARE FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET. SOIL SAFE BEARING LOAD LB PER SQ. FT. *MUCK, PEAT, ETC. 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL CEMENTED WITH CLAY 4,000 HARD SHALE 10,000 * IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATIONS OR BY REMOVAL OF MUCK OR PEAT AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST. THRUST BLOCKING NOT TO SCALE NON-INFILLED SYNTHETIC TURF. ADHERE TURF TO LID FINISHED GRADE + + > - + N O + + U 6" PVC + RISER PIPE - GATE VALVE NOT TO SCALE PVC MAINLINE (TYP.) 12" 319 90° BEND B CAP 22 1 /2° BEND NOTES: TEE 45` BEND E 11 1/4° BEND 1. SQUARE FEET OF CONCRETE THRUSTS - BLOCK AREA BASED ON SAFE BEARING LOAD OF 2000/(3000) POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER SIZE PIPE, PRESSURES & SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE & HAVE MINIMUM OF 1 /4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY & SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. CARSON 1419-12 JUMBO VALVE BOX OR EQUAL NOTES: 0 3-4" BRASS GATE VALVE, FLANGED INLET/OUTLET, SIZED PER THE DRAWINGS OR ASSOCIATED INLET -SIDE PIPE A(O-. SCH 80 PVC FLANGE EPDXY COATED IRON BODY RESILIENT SEAL GATE VALVE : Ar ® SQUARE -NUT ACTUATOR (PROVIDE 2 KEYS G °. PER PROJECT) BAC K FI LL OPVC MAINLINE 3 F231 4 F231 1 SAND -BASED F210 NATURAL TURF FIELD - + + + + + + + + + _t - + + + + + + + + + + + + + +. + + + + + + - + + + + + c, v D p v D j p p v 0 s L� p V Q s L� p V Q s �o o oa a o oa I 1" FEMALE ACME x MALE ACME 90 #31 " MIPT x MALE ACME INLET 2 INFILLED SYNTHETIC TURF F210 i 1 SCH 40 I STREET 1" FEMALE ACME x MALE ACME 90 #31 " MIPT x MALE ACME INLET NON-INFILLED SYNTHETIC TURF. ADHERE TURF TO LID 15" - 2" f CONCRETE CURB SURFACE VARIES ASPHALT PAVING NOTES: 12.00v O BRASS QUICK COUPLING D VALVE 16.00" RUBBER CAP © ® GALVANIZED NIPPLE STAINLESS STEEL CLAMP v 1 " SCH 80 - ® SPORTSFIELD SPECIALTIES ST - TURFCOOL OR APPROVED EQUAL VALVE BOX WITH REMOVABLE LID 1 " FEMALE " ACME x MIPT © PEA GRAVEL 1 SWING ARM LAY LENGTH AS REQUIRED TO PROVIDE FOR ADJUSTABILITY AT INSTALLED DEPTH (MIN 12")7. INSTALL 4" PERF. CPEP DRAIN TO NEAREST LATERAL FROM EACH QUICK COUPLING VALVE BOX MAINLINE NATURAL TURF FIELDS 15" II O II II 0 (:7 u b u b f � 00 c ® O � 1 " FEMALE ACME x MIPT 1" SWING ARM LAY LENGTH AS REQUIRED TO PROVIDE FOR ADJUSTABILITY AT INSTALLED DEPTH (MIN 12") MAINLINE INDOOR FACILITY QUICK COUPLING VALVE & BOXES NOT TO SCALE BOND SYNTHETIC TURF TO CONCRETE COLLAR. RECESS DEPTH AS REQUIRED TO VAULT COVER ALLOW FLUSH TRANSITION BETWEEN GROUND SLEEVE PLUG AND ADJACENT NATURAL TURF TURF. CONCRETE COLLAR 48" AGGREGATE BASE AND SYNTHETIC TURF SURFACING ,boo aoo�oa . a 00 oa o ,o "oo 00 BACKFILL WITH STONE TO ANTI - FLOTATION RING 0 12" DRAINAGE STONE .B BELOW REEL CASESoslvoo/ 11 \ 'S o08000008�a o 0 00o��o&O0000r�� 1 2" 4" DRAINAGE / \ NEW PUNDERGROUND \\�\0\�\\\\�O\/\\\ /i DRAINAGE SYSTEM COMPACTED SUBGRADE IN -GROUND HOSE REEL NOT TO SCALE FINISH GRADE GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER I DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPQ 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 \G GG O adll �b� s LJ LJ \ tiN �o SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE IRRIGATION & WASHWATER DETAILS R-423879 F231 DA HOGAN © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM