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HomeMy WebLinkAboutR-421229N T N I N I rr LL Lu I..L O rr I z r2 V \a N C / 00 N / O O O E MATERIA.IS VALVE BOX AND LID SECTION A -A CL MAIN TWO-PIECE VALVE BOX WITH REGULAR BASE SECTION TO FIT AND STANDARD 8" 0 VALVE BOX TOP SECTION, OLYMPIC FOUNDRY INC 9400A RICH 9045 (NON -LOCKING) COVER TO MATCH VALVE BOX MANUFACTURER, TO READ "WATER", VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN 8' THICK HMA FOR VALVE IN PAVED C HMA COLLAR AREA OR 3'x3'x5" CONCRETE PAD IN UNPAVED AREA OPERATING SEE DETAIL, THIS SHEET NUT EXTENSION WHITE MARKER POST WITH ANCHOR Ea MARKER POST BARB AND BLUE LABEL TO READ "WATER", CARSONITE UTILITY MARKER CRM3-056-08 OR EQUAL AS-BUILTS WATER NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON VALVE OPERATING NUT EXTENSION 2" SQUARE I�r OPERATING NUT 4Y4" DIAMETER Ya" MIN THICKNESS IETER STEEL, ASREQUIRED 1 - }7S" MIN THICKNESS 7 2 A" INSIDE MEASUREMENT 2Y/n" DEPTH NOTES; 1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN T BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF V LONG, ONLY ONE EXTENSION TO BE USED PER VALVE. 2. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER POST 14 NOTES 62" 1, VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS. 2. DISTANCE TO VALVE SHALL BE NEATLY STENCILED ON THE POST WITH Z" NUMERALS. VALVE BOX, STD. PLAN - 330.7 s• PUBLIC WORKS navxovEo: ~ DEPARTMENT OPERATING NUT EXTENSION, AND MARKER POST DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT NIN CASE MARK I WITH BRASS SAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 D.7 4" BLUE REFLECTIVE PAVEMENT MARKER, STIMSONITE MODEL C98 OR EQUAL, PLACED 4" FROM ROADWAY CENTERLINE AS INDICATED BELOW I MARKER I I TWO LANE ROAD OFFSET MARKER MARKER � I I I I I FOUR LANE ROAD OFFSET MARKER i MARKER 1 u 1 I ON 51DE STREETS WHERE THE HYDRANT 15 WITHIN 20' OF A MAJOR STREET, THE MARKER SHALL BE INSTALLED ON THAT MAJOR STREET MARKER I I I � I 1 1 FIVE LANE ROAD OFFSET MARKER STD. PLAN - 310.3 . } PUBLIC WORKS FIRE HYDRANT ASSEMBLY APPROVED: DEPARTMENT PAVEMENT MARKER RECORD DRAWINGS AS BUILT REVISION PER COMMENTS DATED REVISION RK 5/4/22 BJT SURVEYM. RK 7/7/23 BJT DUM RK IDRAwN. RK cHE BJT BY DATE APPR BJT N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 90' BEND 45' BEND A .� C CAP J PLUG 22 Y° BEND B D TEE 11 �40 BEND " VALUES BASED ON SAFE BEARING LOAD OF 2,000f{3,0001 PSF B SOILTYPE SAFE BEARING LOAD (PSF) E MUCK OR PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND AND GRAVEL 3.000 CEMENTED WITH CLAY 4,000 HARD SHALE 1D,ODO NOTES: 1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDLTIONS. 2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0,25 SF BEARING AREA AGAINST THE FITTING. 4, CONCRETE BLOCKING SHALL BEAR AGAINST fITTINGS ONLY AND SHALL RE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. S. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. 7, IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAIN ED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST. 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. 5TI3. PLAN 330.1 . PUBLIC WORKS CONCRETE BLOCKING APPROVED: DEPARTMENT FOR HORIZONTAL FITTINGS VERIICJ - NAw I H0MZ0NUL NAD 19D3 1991 DATU M MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL {SF} PIPE SIZE PRESSURE � 4J � O kJ [PSI) 4 2U0 2J{ll SJINONE} 1/(NONE) NONE NONE 3U0 3J{2j 2J{21 2f{1] 1J[1) NONE 6 200 4J13} 3J{zj 3J{1} 1J[1) 1J[NONE} 30(1 fiJ{4] 4J{3} 3J{2] 2J{11 1J[NONE} 8" 2fl0 7J{S} SJ{3j 4J{3} 2J{2) iJ{1] 300 11J(8} BJ{5j 6J{4j 3J{zj 2J{lj 1p" 204 1If[8] 8f{6j 6f{4] 3f{2j 2f{lj 275 15J[1I) llJ[7) 9J{6) 5J{3j 3J{21 12" 2IX1 16�{ll} llJ[8) 9f{6] 5J{3j 3J{2j 250 24 15) 17J{11} 13J[9) 7J{Sj 4J(3} 14' 200 22f{13j 16J{] 1} 12J[8) 6J{4j 3J{2j 250 33J{22) 23J{16) 18J{12) 9J{6} 5J{3j i6 ZOO z9J{]9) 21f{14) 15J{11} 8J{6} 5J{3� 225 32J{21) 23J{16) 17f{12} 9J{6j SJ{3j 18" 20O 36J{24) 2bJ{17j 20f{13) 1DJ[7j Sf{4} 2U" 200 45J{29) 32J{21) 24J{lfij 13J[8) 7J{41 24" 2U0 64J{43) 46J{30] 35f{23) 18J[12} 9J{6} CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. �20' 0�41� s F01 STFR�` Sf0NA L ECG 7/ 7/2023 V E V ..ww YI rL C] 5 C LJ.I c N N M a001N �a� t � L0 i Ln a-7 N N /c�v W rO, U r a) Y R-421229 � W-421205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS WATER NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O T O O T N T a40 rr Lu 0_ 00 OM T � N z0 = z DATE 7/7/2023 m D 0 FlELDB001C PAGE: Q J uj DWgNING N01 U m 9` M OF: w0 L� L}V