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HomeMy WebLinkAboutS-394931N r i i L U N W N z O V) w LL LL w 7 J W Q O M M N O N O O 0) 3 70 In Q Ln N N M a) a� V) 0 Q U N dJ M r� a 0 0 c a) N N i 00 i M U 0 L �I w i so RIM=38.39 1 • MIN �' -p - ' _ w rAm rkNj � I ABANDON EXISTING EXTERIOR EXIST IE=31.74 1 DROP PENETRATION W/ BLIND FLANGE - Pc�VIDE &T'kUC.'r%AA.L. F.0 P;%QR*-T k I 1 UPPERREMOVE CONNECTION, PROVIDE TESTING AND CCTV INSPECTION OF LOWER PORTION -.x CONTINGENT REMOVAL OF LOWER PORTION, SEE NOTE BELOW AFL . J-LP.L ?V $ NE QLA'S5 -5' a% Q LVIT I L. L' '-Fla" fkl-t 'F—ir I rv-rw :S t-n E�F_ ctxs 3 f 4,F ZFAJEC T $hr_44Fk�.L rN TW * G-00-r L l Ft Z P,U%i 1;0 ��li � R071- ?4-1 Ahid� fLtia W-WE 17 , r6 CITY OF RENTON AS —BUILT OF r EXISTING DROP CONNECTION ADJUSTMENT AND ASPHALT PATCH PER CITY STD PLAN 106 MH FRAME AND COVER \ — — — — PER CITY STD PLAN 401 \ — VICTAULIC CPLG & END CAP W/316 SS BOLTS ADJUSTMENT RING PER CITY STD PLAN 400.1 6" MIN I ri �VL 4L.,y a LJ% 1;. R L Q. KING COUNTY MANHOLE R01-20 DROP PIPE DEMOLITION AND INSPECTION SCALE : NTS NOTES: 1. FOLLOWING THE CONTRACTOR'S CCTV INSPECTION OF THE LOWER PORTION OF THE EXISTING EXTERNAL DROP, THE ENGINEER WILL DETERMINE IF THE LOWER PORTION WILL BE RE -USED OR REPLACED. IF REPLACEMENT IS REQUIRED, IT SHALL BE CONSTRUCTED AS SHOWN IN THE LOWER PORTION REPLACEMENT DETAIL ON THIS SHEET KING COUNTY WASTEWATER TREATMENT DIVISION SEWER NOTES: 1. KING COUNTY SHALL REVIEW AND COMMENT ON THE CONTRACTORS ACCIDENT PREVENTION PROGRAM (APP) PER WAC 296-800-140/296-155-110 AND SITE SPECIFIC/ PROJECT SPECIFIC HEALTH AND SAFETY PLAN (HASP) PER WAC 296-155/WD 27.00. 2. KING COUNTY MANHOLES ARE PERMIT REQUIRED CONFINED SPACES AND ALL APPLICABLE RULES AND REGULATIONS SHALL BE FOLLOWED PRIOR TO ENTRY. 3. NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, MARK. LAM PARD@KINGCOUNTY.GOV) A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF THE PRE -CONSTRUCTION CONFERENCE. 4. CONTRACTOR SHALL NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, MARK. LAM PARD@KINGCOUNTY.GOV) A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY WITHIN 50-FEET OF THE KING COUNTY EASTSIDE INTERCEPTOR. 5. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE EASTSIDE INTERCEPTOR DURING SHORING ACTIVITY. 6. KING COUNTY SHALL REVIEW THE SHORING PLANS. 7. A KING COUNTY REPRESENTATIVE SHALL BE PRESENT AT ALL TIMES ON -SITE DURING EXCAVATION, CORING, AND INSTALLATION OF THE CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR. 8. NO DEBRIS SHALL BE PERMITTED TO ENTER THE KING COUNTY SEWER SYSTEM DURING CONSTRUCTION OF/OR CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR. 9. NO WORK ON OR CONNECTING TO THE KING COUNTY EASTSIDE INTERCEPTOR SHALL BE BACKFILLED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED BY A KING COUNTY REPRESENTATIVE. 10. THE CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR SHALL NOT BE PUT INTO SERVICE UNTIL ALL NEWLY INSTALLED PIPE HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTON. 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION 6" MAX I 6" MIN IF DI FURP 1-12 2-DI CEMI C LAE / / SAND OR EXPANDABLE FOAM CORE DRILL AND INSTALL KOR-N-SEAL FURNISH & INSTALL: 1-2" CPLG, RESTR, PVCx 1-12" CROSS, RJ 1-DI SPL KING COUNTY MANHOLE R01-20 DROP PIPE UPPER PORTION RECONSTRUCTION SCALE: NTS LOWER PORTION NOT REPLACED KING COUNTY MANHOLE R01-20 SCALE : NTS S-394931 NOTICE Jim RECORD DESIGNED RENTON DOWNTOWN SHEET 0 /2 1 BAW DRAWINGS ® UTILITY KING COUNTY CONNECTION DETAIL DRAWN S 2ND ST & BURNETT AVE S SS-4O IF THIS BAR DOES SEE NOTE ON murraysmirth� IMPROVEMENTS NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE 75 Of 121 PROJECT NO.: 18-2251 1 SCALE: AS SHOWN DATE: JANUARY 2021