Loading...
HomeMy WebLinkAboutR-41924504 C\I C\I C'N! I C:) CL qCT 0 LU NOTES: I ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 2. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER COR STD. PLANS 330.2 AND 330.3. 3. WHERE NEW WATER MAIN CROSS A NON —POTABLE PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED ON THE CROSSING LOCATION FOR MAXIMUM JOINT SEPARATION. 4. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE—HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. �*z Z= > zoz mmo 0. T �,ALL T 0 0 50 4 mo zm 110 Wm 0 `1 L5 < Lr 0 U1 79 LF in Di w 0.5% S9# 10, 48, SHALLbW m 4 RIM 429.45 Q3�§' 3, IS 424.88 N) IN — — — — — — -- — �8" IS 4 8" SE) OUT I I , I I 10" 45- BEND T (1T (mi) �3J THRUST BLOCKING I 42 LF 10" DI W M"(1) 10" 454 BEND (MJ) f_7 THRUST BLOCKING h Cl T�- moo 167 8" F>�; PVC 0.5% 4011.0- �,EF - - MATCHLINE SEE SHEET C31 1932 Fie Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIng.om om 0 > 0 N r ITT CO ITT :1E ITT — — — 70 0 �1) 10 KID ILL �MJx!­L) (1) GATE VALVE (FLxMJ) THRUST BLOCKING mo A 6130 9 48' "LLOW \RIM 4D.70 425.99 (6- E) IN �IE 425.89 (8- S) OUT (1) 10" 11 1/4' BEND (MJ) ,116 LF 10" DI W THI)RUST BLOC KING 33 LF 4"DI W�—, �P(l 0" 11 1/4- BEND (MJ) TH)RUST BLOCKING L Ll 6 LF 10" D (1) 10" 22 1/2' BEN L9 Lj THRUST BLOCKING + LJ 4'S LF 10" �6 W Cl , x -8 0 El 2 LF 6' DI 0 2.0% + El r a 10" 45* B�ND (MJ) Q3j THRUST BLOCKING 11 ee6ko 0 56 LF 10" 01 W 15P RIM 430.89 -ff 431.0 12 LF 6" DI W IS 426.42 (6" W) OUT FIRE HYDRANT ASSEMBLY (�3) (1) 10"x6" TEE (MI CONNECT TO (1) 6" GATE VALVE (FLxMJ) �BLDG PLUMBING THRUST BLOCKING . . . . PER MECH IF 426,84 MATCHUNE - SEE SHEET 03.3 AS NOTED CITY 0 F RENTON Planning/Building/Public Works Dept. PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 NO. REVISION BY DATE APPR 20 0 10 20 40 0 C:) Scale lw=20' LEGEND j PROPERTY LINE 2JO� EX CONTOUR (INDEX) EX CONTOUR 230 — — PROPOSED CONTOUR (INDEX) 231 — PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION CY) T, T, T, EX BUILDING CD 0 PROPOSED BUILDING C:) CD I CONCRETE PAVEMENT 0 C\j HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT (AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL 0) VERTICAL CURB GO N CATCH BASIN TYPE 1 1�t CD CATCH BASIN TYPE 2 C STORM DRAIN PIPE ............ FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH DETENTON/WATER QUALITY STORM DRAIN CLEANOUT DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD iYDRANT FITTINGS SERVICE LINES METER SERVICE LINES ;ERVICE LINE ;ERVICE VAULT ;ERVICE CONNECTION S-419203 W-419203 ju Know what's below. Call before you dig. Dial 811 R-419244 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 ej WATER UTILITY agafour 04/ 13/202201 U) F­ w m WASTEWATER UTILITY JStowell 04/12/2022 O,-'R I NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE RENTON, WA 98059 UTILITY PLAN 74 MAR 2022 0 0 LDII57