Loading...
HomeMy WebLinkAboutS-404808I i X z Q 45 0 U cn Q 00 N N CD N \ CD a> E 0 00 V) co c c a� QO m co i CD CD CD 00 / U .O 0 n > O 0 Q li! < Lq a) 425 420 415 us 00I.:iJ 375 370 UNION AVE STA 32+34 — LOT 25 WATER SERVICE HORIZ. 1 "=20' - VERT. 1 "=5' ,0 , 10' ..— , > 0 w wf EX 2" GAS MAIN ry 1 „ PMAIN U W TERILI 2 „ I� CID c0 N �� CD L L� � Q0 UNION AVE STA 36+17 — WATER CONNECTION HORIZ. 1 "=20' - VERT. 1 "=5' BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 ASBUILT SEWER + WATER PROFILE OF TERRACE F RE T PLAT O S A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. 425 CITY OF RENTON, KING COUNTY, WASHINGTON SPU CROSSING INFORMATION • WHEN CROSSING SPU'S PIPELINES, THE INSTALLED UTILITY SHOULD BE AT A RIGHT ANGLE TO SPU'S PIPELINE OR PARALLEL WITH THE CENTERLINE OF A CONTROLLING ROAD. 4W 9 WHEN CROSSING SPU'S PIPELINES, THE VERTICAL SEPARATION BETWEEN THE UTILITY CROSSINGS: INSTALLED UTILITY AND SPU'S PIPELINES SHOULD BE 24 INCHES FOR A SEWER LINE AND 18 INCHES FOR ALL OTHER FACILITIES OVER THE PIPELINES. THE IE 1" W=412.94 SEPARATION SHOULD BE A MINIMUM OF 24 INCHES FOR ALL FACILITIES INSTALLED ZL T/P 8" SS=410.86 UNDER THE PIPELINES. • WHEN CROSSING SPU'S PIPELINES WITH WATER OR SEWER MAINS OF DUCTILE IRON Q IE 1" " SPU=409.18 415 PIPE (D.I.P.), ONE (18 OR 20 FOOT) SECTION MUST BE CENTERED ON SPU'S T/P 36 PIPELINE SO THAT THE SECTION JOINTS ARE NOT OVER OR UNDER ANY PORTION IE 6" SS=409.56 Q OF SPU'S PIPELINE. THE JOINTS MUST BE PRESSURIZED AND TESTED FOR LEAKS. 3 T/P 24" SD=408.90 • WHEN CROSSING SPU'S PIPELINES, IF THE INSTALLED UTILITY IS NOT MADE OF Q IE 6" SS=409.32 DUCTILE IRON PIPE OR ANOTHER MATERIAL APPROVED BY SPU ENGINEERING, THE 4 T/P 36" SPU=407.27 UTILITY MUST GENERALLY BE INSTALLED IN A STEEL CASING WITH WALLS AT LEAST 410 1 /4 INCH THICK, WHICH MAY NEED TO BE EPDXY COATED. • IF THE UTILITY IS INSTALLED WITHIN A STREET RIGHT OF WAY, THE STEEL CASING MUST GENERALLY EXTEND AT LEAST 10 FEET ON EACH SIDE OF THE PIPELINE. • CONSTRUCTION METHODS MUST BE EMPLOYED TO SUPPORT THE PIPELINE DURING EXCAVATION IF DISTURBING/REMOVING SOILS IN THE PIPELINE'S ZONE OF INFLUENCE (EXCLUDING TRENCHLESS METHODS). NOTE THAT THIS MAY APPLY TO TRENCHES 405 PARALLEL TO THE PIPELINE, AND SPU MAY ASK THAT THE LENGTH OF PARALLEL OPEN TRENCH BE LIMITED IN LENGTH, AS WELL AS THE TRENCH WALLS SUPPORTED TO PREVENT PIPELINE MOVEMENT. THIS WILL REQUIRE FURTHER DISCUSSION ONCE WE DETERMINE HOW CLOSE THE NEW SD LINE WILL BE TO THE SPU PIPE • "TRENCHLESS" CONSTRUCTION METHODS MUST BE APPROVED ON A SITE BY SITE BASIS DUE TO THE HIGH PROBABILITY OF SUBSTANTIAL COLLATERAL DAMAGE IF ONE 330 400 OF SPU'S PIPELINES IS DAMAGED. EXPOSING BORE -HEAD PRIOR TO CROSSING WILL BE REQUIRED. • FOR INSTALLATIONS PARALLEL TO SPU PIPELINES, 10 FEET SEPARATION IS DESIRED FROM THE PIPELINE'S SIDEWALL. • HEAVY LOADS COULD DAMAGE SOME OF SPU'S PIPELINES. THEREFORE, PIPE PROTECTION, INCLUDING BRIDGING, MAY BE NECESSARY IF HEAVY EQUIPMENT 325 395 CROSSES THE PIPE. TYPICAL PROTECTION WOULD INCLUDE TEMPORARY BRIDGING OR STEEL PLATES. • ANY WORK IN CLOSE PROXIMITY TO SPU'S PIPELINE (INCLUDING LOCATING BY POTHOLING) MUST BE SUPERVISED BY SPU. CALL SPU'S LAKE YOUNGS HEADQUARTERS AT 206-684-3933 OR SPU WATER OPERATIONS CENTER AT 206-733-9300. 320 SPU OPERATIONS REQUIREMENTS • SPU OPERATIONS IS TO BE GIVEN AT LEAST 2 WEEKS' NOTICE TO PARTICIPATE IN A PRE -CONSTRUCTION MEETING. • AFTER THE PROJECT IS APPROVED BY SPU, THE APPLICANT'S PROJECT MANAGER M5 NEEDS TO FIND OUT HOW MUCH NOTICE SPU WILL REQUIRE PRIOR TO CONSTRUCTION. • SPU OPERATIONS OR ENGINEERING WILL NEED TO MONITOR AND INSPECT THE PROJECT; DEPENDING ON THE WORK TO BE DONE, A FULL-TIME INSPECTOR MAY BE REQUIRED. 385 • ANY WORK IN CLOSE PROXIMITY TO SPU'S PIPELINE (INCLUDING LOCATING BY POTHOLING) MUST BE SUPERVISED BY SPU. • CALL SPU'S LAKE YOUNGS HEADQUARTERS AT 206-684-3933 OR SPU WATER OPERATIONS CENTER AT 206-733-9300. WATER MAIN FITTING 375 DATA TABLE 330 O STA. 36+63.71, 7.07' RT CONTRACTOR SHALL FIELD LOCATE EXISTING 8" WATER MAIN.CONNECT TO WATER MAIN AND INSTALL: CUT IN:(BY CITY FORCES) 370 1-8"x8" TEE (MJxFL) 325 1-8" GATE VALVE (FL) DEAD MAN BLOCKING OSTA. 36+63.72 2.81' LT INSTALL: 1- 8" 45' BEND (RJ) 365 320 360 315 1 RECORD DRAWINGS AS BUILT M REVISION IIIIIIIINKM 415 410 UNION AVE STA 32+58 — LOT 25 SEWER SERVICE HORIZ. 1 "=20' - VERT. 1 "=5' , z Lwd loo „ Spu WATER LINE IN BOT OF RIP -RAP - 0 SECTION 00 ro 0-) co 0 00 N UNION AVE STA 41+39 — SPU BEND HORIZ. 1 "=20' - VERT. 1 "=5' N z „ OF DITCH - VEU rAlBOT M w 7 — — — — — - A22„ CONCRETE CASE cq rn co CD m o 00 UNION AVE STA 42+74 — SPU BEND HORIZ. 1 "=20' - VERT. 1 "=5' TJS 1/12/22 BJT SuRvErED: SCALE. VEffn_ DESIGNED: H 1 "=20' HOR ONTAU NAD 1983/1991 CITY OF V 1 "=5' TJ[;Rl S DRAWN: RENTON N4mTJS ONE INCH • CHECKED: DATU M IFAT FULL NOT ONE INCH Planning/Building/Public Works Dept. BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT 325 320 315 325 320 315 420 415 410 J. TAB 7 o Z Z y 423 p �� F0; S T 0, NA L 2/ 7/21 � E c O � � � . O V) C uj c � N M a 00 N m O1 N 0) LO 1..i LO 4-7 N W V 00 r Y CV r— O O 0D Q J co O O O O S—404808 W—404808 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J LIJ CU � O DATE, LLJ ASBUILT SEWER + WATER PROFILE 2/7/2022 m FOREST TERRACE PLAT FBOOK: cOO PULTE GROUP, INC DRAWING No: w 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: OF CDv �1m