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HomeMy WebLinkAboutR-405508'LJ u J 0 1 0 1 LLJ 00 I— LLI LL I V 0 T a� E z 0 0 6 c� I I 0 N cn o, c 0 0 0 Q X EL cL O W z N r.I Ln CD N r cl SPECIAL NOTE: IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. TRAFFIC FLOW 2" HMA 2" TO 8" HMA L_ 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. MIN I MIN VARIES I MIN I MIN FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH 2" — 6" MIN. HMA (SEE NOTE 2) AR-4000W I (EACH SIDE) 6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR, SAWCUT AFTER BACKFILL (EACH SIDE) \—CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL— SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD' PI�AN — 110 ,� j PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID 'PR ED ��► DEPARTMENT PAVEMENT WITH OVERLAY l� 7 C[Qiffly Land Planning III, Civil Engineering 0 5130 South 166th Lane N SeaTac, WA 98188 T (206) 229-6422 LL Q 0©Ho-S C�II H C� SEWER 10-1/2" I 11" � 1 —1 /4" CAST IRON RING AND RECESSED LIFT POCKET Not t0 Scale FRAM E '?—CS" ni ALIr-rrn N 0 TES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No, 369a (PRODUCT NO. 00369803) OR APPROVED EQUAL_ CLEAN OUT SHALL 6E A WATER TIGHT ASSEMBLY 2. IN UNIMPROVED AREAS, POUR A 1'-0' THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. OR DABLE STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT APpaovEo; DEPARTMENT FOR SANITARY SEWER MAIN 1 F Gn!q a 5 Puhie II n nGx 0 rY1 I I-,- EX. SEWER MAIN ,--SPOOL (LENGTH AS NEEDED) z 0 6" SEWER STUBE SEWER MAIN TEE X 6" TEE W Z COUPLING (TYP.) 41 a =I S2 �i i r�_--------: -- _j — —• ---- � �_� BEND AS - REQUIRED -EXISTING SANITARY jS SEWER MAIN ., r,v uiu 51 OPE "B" SEWER STUB SEWER MAIN SIZE X 6" TEE PROPERTY LINE I a -a" FUTURE 4-" SIRE 51=+hfER DC----------� i 2"x 4' STUD MARKING POST PAINTED 6" CAP WHITE WITH THE WORD "SEWER" STENOLEEI IN 3" HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD, 5"X5'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00357502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STU. PLAN 403.1 FOR INSTALLATION) JM EAGLE THREADED CLEAN -OUT ADAPTER HUB & PLUG (OR APPROVED EQUAL) 6"x6"x5" vvYE FUTURE 4" SIDE SEWER � FUTURE 6„ x 4" REDUCER ACCEPTABLE PROCEDURES F A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B, CONCRETE MAIN - GUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)- C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE --GRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE 00NNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 30DO PSI MIX CONCRETE O fi"' TEE BLOCKING �'a µp'f S%- G� 2X M1F1 SLOPE HORIZONTAL 64' MIN. SEWER SEWER MAIN MAIN CONCRIFTE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25- AND,+45- TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER 15 LOWER. Aoft STANDARD SIDE SEWER STD. PLAN - 406.1 OR]PUBLIC WORKS APP VED; DEPARTMENT INSTALLATION p (SrEWER MAIN TO PROPERTY LINE) :"► ,� f}A Lid O O 0') 7- A, u Q J • m� R-405508 X IN COMPLIANCE WITH CITY OF RENTON STANDARDS IiJ J IZ DEVELOPMENT ENGINEERING 4 swarlick 04/18/2019 JOB No. SURVEYED: SCALE: CALLOUS COMMUNITY DUPLEX DATE: 0 4-01-2019 R17420 NA HORIZONTAL: NAD VERTICAL: NA1504 KI RKLAN D AVE NE 0 DESIGNED: 1983/1991 83/1FIELDBOOK: r , H. H. PHAN � PAGE: �/ DRAWN: CITY OF RENTON, WA 98056 U) DRAWING NO: H. H. PHAN DATUM RENTON "R CHECKED: ONE INCH CQ 0 IFNOTO ECNCH NXIOIF I AT FULL SALEPlanning/Building/Public Works Dept. ((,,�� J APPROVED: SCALE ACCORDINGLY F: J STANDARD DETAILS 2 SHEET: O NO. REVISION BY DATE APPR 8 141 U