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HomeMy WebLinkAboutR-407307M I` O 1 O d" 1 0 LU W W V 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 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL (EACH SIDE) 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" — 6" MIN. HMA (SEE NOTE 2) I 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. 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 L 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. PIAN — 110 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID ��► DEPARTMENT PAVEMENT WITH OVERLAY l� Q Ln CV Land Planning Is Civil Engineering N 0 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 Q Q r©�o SEWER 10-1 /2" — 14" 12-3%4" h� 11" 2- 1 %4" CAST IRON RING AN❑ RECESSED LIFT POCKET Not to Scale FRAM E NOTES: 1. B" AND 6" CLEAN —OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00:369$03) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY, 2. IN UNIMPROVED AREAS, POUR A 1'—O" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. OR DABLE STD, PLAN - 403,1 PUBLIC WORKS 811 OR 6" CLEANOUT APPROVED: DEPARTMENT FOR SANITARY SEWER MAINz INg i eA I sm d4� ■ Grep a 5 Pubic rV n racer Q r-" I 1--EX. SEWER MAIN __---SPOOL (LENM AS NEEDED-) 6" SEWER STUBE $EWER MAIN X 6" TEE TEE W COUPLING (TYP.) r k� of =I �I ----------------- _I T---------^ BEND AS REQUIRED EXISTING SANITARY SEWER MAIN -"-6" SEWER STUB SEWER MAIN SIZE X G" TEE L.._.+� PROPERTY LINE.._.._.. I I FUTURE 4" 51dE SEWER UC---------- : 1 2"k 4" STUD MARKING POST PAINTED 8" CAP WHITE WITH THE WORD "SEWER" STENOLEO IN 3" HIGH BLACK LETTERS AND #B WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 5"X6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION) JM EAGLE THREADED CLEAN —OUT ADAPTER HUB de PLUG (OR APPROVED EQUAL) s"X$"xs' WYE FUTURE 4` SIDE SEWER � FUTURE G„ x 4" REDUCER ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIQNS TO FXJSTING SEWER MAIN A. VITRIFIED CLAP MAIN — CUT IN A NEW PVC "TEE" USING "STRONG —BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN — CUT IN A NEW PVC "TEE" USING "STRONG-10ACK" FLEXIBLE CQVPUNGS (FERNCO OR APPROVED EQUAL), C. PVC & C900 PVC MAIN — CUT IN NEW TEE USING RIGID COUPLINGS OR CORE —DRILLED WITH A RDMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN — CORE —DRILLED WITH A RDMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION — ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK —OUTS OR THE STRUCTURE SHALL BE CORE —DRILLED. 3000 PSI MIX �yh CONCRETE ,} f ' pt� BLOCKING j5p'F B�-0 2X M1N SLOPE fi'■ TEE HORIZONTAL 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BWCKINC ANGLE OF TEE AT MAIN BETWEEN 25' AND,a45' 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 FI EVATION. WHICHEVER IS LOWER. Aoutk STANDARD SIDE SEWER STD. PLAN - 406.1 0 "RIPUBLIC WORKS APP VEU: DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) 2 aA Ti R-407307 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N M N N O O d� u Q J Lid N O r Tdo W JOB NO. SURVEYED: SCALE: DATE: J H. p VERTICAL: NAVD 1988 CAL L I D U S DUPLEX 4-15-2021 fjg WAS gJ� M9020 DESIGNED: NA HORIZONTAL: NAD 1983/1991 3119 NE 20TH ST FIELDBOOK: 0 H. H. PHAN � PAGE: DRAWN: CITY OF RENTON, WA 98056 () H. H. PHAN DATUM RENTON DRAWING NO: 4 1520 I ONE INCH ^ d 42815 CHECKED: I I ( _6 ISTVR ly�� IFNI AT FULLSOT NCH Planning/Building/Public Works Dept. ���/// �SSIONAL E��l APPROVED: SCALE ACCORDINGLY SHEET: OF: J - 0 N0. REVISION BY DATE APPR STANDARD DETAILS 2 7 12