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HomeMy WebLinkAboutW-4067017 h STA:4+99.97 N:167311.6912 E:1297773.2683 Ili ��o tT I I TI ePROVIDE PAVEMENT 1_ C5.3 PATCH AS REQUIRED PER CITY D. LRENTON110 STD. PLAN 110 I 1 REFER TO 4.5 1 WATER PROFILE C4.7 �,5 1 IRRI ATION METER 1 1"DCVA --J- C42 REFER TO FIRE SYSTEM ®" -Wf: SAIL .47, 0.0013 Q2-ioa CUT IN: (BV CITY FOR 2 1-12"x10"TEE(FLxFL) C46 2-12' GATE VALVES (FLxMJ) 1-10' GATE VALVE (FLxMJ) 2-12' SLEEVES (MJxMJ) 1-10" SLEEVE (MJxMJ) 1-GONG. THRUST BLOCK I CONTRACTOR SHALL COORDINATE CUT -IN OF VALVES AND FINAL CONNECTION WITH THE CITY OF RENTON SEE CITY STD PLAN NO. 300.4 ITt.� FOR CONNECTION DETAILS r/. / PLAN STA:10+87.29, 5219'LT 145" BEN6 (MJ) I `F 1-GONG. THRUST BLOCK I I I I C7 1 I CON TTROLEEL PANEL' � , ,DJUST EXISTING HYDRAN S .� "O FINISH GRADE OF NEW 8 I FT PLANTER STRIP. J INSTALL NEW HYDRANT IF HYDRANT RELOCATION IS REQUIRED TO CLEAR NEW SIDEWALK. 1 - STA:10+64.42, 0.02'RT 1-10"X6"TEE (FUFL) 1-6" GATE VALVE (FLxMJ) 1-10" ADAPTER (FLxMJ) 1-10" GATE VALVE (FLxMJ) 1- FIRE HYDRANT ASSEMBLY w 0 w w- -- 10+0�L r-----I-------- I CH LINE 1ER MAIN11+00.00 C4.5 L STA:131-FDCC4.2 �- D- STA:10+64.42, 30.37'LT CENTER FIRE HYDRANT ASSEMLBY C U ` 6" DDCVA C4.2 ll�-STA:3+5T7VM.03RT ABANDON AND CAP EXISTING V4" WATER SERVICE. (BYSCITY FORCES) i D - I LL I I I \ I I ,I I I ?Lill BY -. z ® 41 77 TLFI ✓nY I II P I II N II z II II I � z 3 I Ni �I�I NI 0� 0 I I 'T I I . 1 �I jj d I I \ II I f 1 I I f I O I I f l y I I \ I I STA:0+00.00 N:166811.9796 I E:1297757.2602 ADJUST EXISTING HYDRANT TO FINISH GRADE OF NEW 8 FT PLANTER STRIP. INSTALL NEW HYDRANT IF HYDRANT RELOCATION IS REQUIRED TO CLEAR NEW SIDEWALK. N STA:7+20.29, 0.00'RT 145" BEND (MJ) 1-GONG. THRUST BLOCK STA:7+36.14, 0.007- 145" BEND (MJ) 1-GONG. THRUST BLOCK K .lilll.-laala... -d w I w I w 9+00 ` i L_ ♦-� 2" DOMESTIC WATER METER I STA:7+12.31, 27.04'RT CENTER FIRE HYDRANT ASSEMBLY C42 -7 105 LF 2" PRIVATE WATER STA:7+12.31, O.O07 SERVICE PIPE 1-10"x6' TEE (fd I 3 145" GATE VALVE (FLxMJ) I I _ D ----------- 1-10"ADAPTER(FLaMJ) I I 1-10" GATE VALVE (FLxMJ) I 1 1-FIRE HYDRANT ASSEMBLY I I 1-GONG. THRUST BLOCK 1 1 3" RPBA TO BE INSTALLED 1 I INSIDE FIRE SPRINKLER RISER ROOM PER PLUMBING G.5 Q 1 PLANS 1 3 I I � 1 STA:10+09.88, 129.60'LT I 145" BEND (Ill (: 1-GONG. THRUST BLOCK y STA 0+13 31 0 00 LT CUT IN: (BY CITY FORCES) 2 1-12"x10"TEE(FUFL) C4.6 2-12" GATE VALVES (FLxMJ) 1-1W GATE VALVE (FLxMJ) 2-12" SLEEVES MJxMJ 1 10" SLEEVE (MJxMJ) 1 - 1-GONG. THRUST BLOCK CONTRACTOR SHALL COORDINATE CUT -IN OF VALVES AND FINAL CONNECTION WITH THE CITY OF RENTON SEE CITY STD PLAN NO. 300.4 FOR CONNECTION DETAILS WALKER MAZDA 44 All DEALERSHIP STA:1+14.63, 21.61 CENTER FIRE HYDRANT ASSEMBLY I e �2 STA:3+94.94, 25.44'RT I CENTER FIRE HYDRANT ASSEMBLY TA:1+14,64, 0.00'LT STA:3+94.83, 0 00710'Xc6" TEE (FLxFL) 1-10"x6" TEE (FLXFL) 4i" GATE VALVE (FLxMJ) 1-6" GATE VALVE (FLxMJ) 10" ADAPTER(FLxMJ) 1-10"ADAPTER(FLxMJ) 10" GATE VALVE (FLxMJ) 1-10" GATE VALVE (FLXMJ) FIRE HYDRANT ASSEMBLY 1-FIRE HYDRANTASSEMBLY CONC. THRUST BLOCK 1-GONG. THRUST BLOCK full lujimmullimi IF FINIII PROVIDE PAVEMENT 3 PATCH AS REQUIRED PER C5.3 CITY OF RENTON STD. PLAN 110 4n_ III O Know what's below. Call before you dia. PNO WHILE THIS INFORMATION IS BELIEVED TO REVISION `- g 7- Im REFER TO e I TER PROFILE C4.4 I *� I I3� _ 1 1 I >• J I I T I I-4MATCH LINE WATER MAIN STA: 5+50.00 15.00, EASEMENT I � I I 18 1 Im I I II I I 1 I 1 3 I 1 1 I I I I I I 1 I I _ 'Sly INPDES PERMIT# I N I I J ,- D GRAPHIC SCALE 0 15 30 60 it W3 30 FEET �I VERTICAL DATUM 3I W4 NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED I GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE GILL DE SAC) ELEV: 230.75 'I INS BASIS OF BEARING I NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS W6 OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF r MEASUREMENT ARE US SURVEY FEET. VERIFIED CITY OF RENTON 230 I (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) �� W7 ENVIRONMENTAL NOTES W6 BILL KANE WITH ECO COMPLIANCE CORPORATION SHALL BE AVAILABLE DURING ONSITE WATER LINE EXCAVATIONS TO ENSURE THE TRENCH IS FREE FROM CONTAMINATED SOILS ANY I I CONTAMINATION THAT EXCEEDS CLEAN-UP LEVELS SHALL BE 1 REMOVED AND HAULED TO AN APPROVED OFFSITE DISPOSAL FACILITY. SOILS SHALL BE REPLACED WITH CLEAN BEDDING AND BACKFILL FOR WATER LINE TRENCHES. CLEAN BACKFILL MATERIALS FROM AN APPROVED SOURCE SHALL BE IN USED FOR ALL TRENCH BACKFILL AROUND WATERMAINS. II WHERE WATER MAIN UTILITY EXCAVATIONS EXTEND BELOW THE EXISTING FILTER FABRIC LAYER SEPARATING STRUCTURAL FILL ' FROM NATIVE SOILS A NEW FILTER FABRIC SHALL BE LAID ALONG THE TRENCH BOTTOM AND SIDES PRIOR TO PLACEMENT OF BEDDING AND BACKFILL MATERIAL. - w10 BILL KANE CONTACT: 206-715-1396 I I BILLQECOCOMPLIANCE.BIZ I I r All I I I /7.24 1-2"TEMPORARY BLOW OFF ASSEMBLY PER STD PLAN N0.340.20 qq 1- CONC. THRUST BLOCK 1 III. : Ill 1III :v,.,, 2 �RflEAN 010130 >�6UT 1I@pQ G TACOMA SEATTLE S P O K A N E - T R I- C I T I E S �O< yRi�sr�E® �S970NA4 �$1 2275 North TEL Street, Suite 3Fm Tacoma, WA WEB p4�Jy/zp12 253.383.2422 TEL 253.383.2572 Fhl wwW.ahhl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS W1 a Ai CITY OF ' PENTON Planning/Building/Public Works Dept. WALKER MAZDA DEALERSHIP 7/29/21 PERMIT SET °°®°` AHBL JOB #2180100.11 WATER PLAN C4.1 7 A LF) O M 0 0 O 00 Q J u W-406701