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Home My WebLink AboutS-279019Z O v (n Z W X W Of O h W W CJ W W Vn Z O N Z W a Of U) W E' 3 a S h4� W (SEE CASTING INLAND FORM N07F 4) L/M 175 OF PIPE ZONE NOTE&- BACKTILL N0 MATER /AL L PROVIDE UNFC34!/ SUPPORT UNDER BARREL OR EQUAL P.1.4. SEE N07E 5 �.. 2 HAND TAMP UNDER HAUNCHES �6' SEE DETAIL 51.4. I '.d CWPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. CONCRETE CLASS C HAND TAd1P ONLY. 25 - 8 C L _ ADL.US7MENT (4" MIN.) 4. SEE' EXG4VATION AND PREPARATION OF 7RENCH" IN THE SANITARY SEWERS SECTION FOUNDATION !£VII 1 CONE THE PPE ZONE WILL BE THE ACOTANULF7RENCH DIH, EXCEPT FOR CLASS AG OPTIONS c`+ I SS A DESIGN) LA 1 THE MMMUM CONCRETE ND7H SHALL BE 1 -112 J.D. + 18" 5 TRENCH 84100I.L SHALL CONFORM TO 'BACKFILLING SEWER TRENCHES" IN THE MORTAR JOINTS SAITARY SENFRS SECTION OF THE STANDARD SPECIFICA DONS, EXCEPT THAT ROCKS W (SEE NOTE 4) �� THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE ' MIN. LIMITS OF PIPE ZONE MATERIAL S7EP5 - 3 4" DEFORMED BAR 6. SEE 'BEDDING YA7E IAL FOR RIGID PIPE" 1N THE AGGREGATES SECTION OF THE STEPS SHALL BE INCLUDED BACKFILL MATER /AL I „ BFAWA��'kA7KJV✓S FOR THE MATERIAL SP£IXF1CATlL�.'NS 6- 1 /2'-I (SEE N07E 5) g 7. SEE 'S971MG MATERIAL FOR FLEA78LE PIPE" IN THE AGGREGATES SECTION OF STAM24RD SP£CNFTCATKN FOR THE - ATERIAL SPECIFICA DONS CONCRETE RISER BY PIPE INC., BEDDING MATERIAL + OR APPROVED EQUAL FOR RIpO RIPE 7 C &�� IN SUCH A MANNER AS TO ENSURE FLOW LINE 1S 60" (SE£ NOTE 6) BEDDING CLASS DESIGN FOUNDATION LfwL Q81ff/11SON CLASS A CLASS B CLASLSC CLASS D CLASS F 12-( 4" MIN. s . J_ (CLASS Q G D, DESIGN) A 1/4 /.D. ZERO MAIL PIPE SIZE - 24" /.D. BEDDING FOR RIGD PIPE 2° MAX LADDER -STD. ALUMINUM dNO7E (SEE B 1/4 OD. 1/2 OD. 1/8 O.D. ZERO O.O. OR GALVANIZED STEEL OF PIPE ZLWE C /4 OD. 1/2 O.D. 1/8 O.D. OD. CONCRETE SHED 1 - A = 4" MW. 2i /.O. AND UNDER D/ ! OVER 27" I.O. BASE SECTION FOR FLEXIBLE PIPE OR CAST /N SHELF. (� N07F 7) B PIPE BEDDING FOR SANITARY SEWERS FOUNDATION LEVII A ADOPTED � III! nF ffi'IrPN N. " MI• .•; BEDDING ) NG FOR FLEXIBLE P,'PE z-a-91 rm BL4. 5.7. k a *O• 19[ n.'E: 2/15191 NOTE SANITARY SEWED, MANHOLES SHALL OA7E pgyyON gY DWG. NAME: BW18C SP PAGE 8077 HALE ALL INTERIOR SURFACES INCLUDING CHANNEUNC COATED (SEALED) WITH A HIGH SWOS URETHANE COATING,• WASSER MC- CONSEAL OR APPROVED SHALL BE WHITE UAL; COLOR OF COATING PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE A FOR 5/8 " -11 N.C. x 1 -114" SS SOC. HD. CAP SCREW (3 REDD.) 25-1 4" 1" r6" IP. 1 2" T I TYP. NON -SKID PATTERN E- AFL g ,C A 8OE- 0 0 ® 314„ 21 4 d S a i -7 B" TIP. 3- - 33_1 4" tr 2" RAISED LETTERS AS REO D. SEE NOTE No.3 BELOW SECTION A -A a UNDERSIDE SHOWN FOR CLARITY W 3/4" CORE (7YP.) ON 23" B.C. F- GRILL AND TAP 5 B' =11 N.C. 5 B" p ON 23" B.G(TYP. 3 YL) ] -1/2" CORE( -..) (LOCKING) 3 /8•• 1 x FRAME (LOCKING) ;'OVER I L m I„ S 2" SEAT -1/2,. NOTES MANHOLE FRAME AND COVER 25" 1. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D11T OR EQUAL. SECTION 2. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN' ON COVER), ADOPTED TON B -B SANITARY (SPECIFY 'SEWER"), OR WATER (SPECIFY "WATER'). O cent w ffi 9L.na..a n1ao. i8l' D� 12/15/91 DATE REVISION 11 gY I PR DWG. NAME BR29 SP PAGE: B074 MANHOLE FRAME AND COINER OZ NOT TO SCALE U7 i of CONNECT TO DUS77NG CLEANOUT. PLUG END OF FORCE MAIN DOWNS7R£AM OF CLEANOUT. INSTALL NEW 6' PLO FORCE MAIN FROM CLEANOUT TO SSMH ERI -53A. NOTE FORCE MAIN CONNECTION TO BE MADE ONCE ERI EXTENSION UP TO SSMH ERI -53A 1S ACCEPTED BY THE CITY OF RENTON. FORCE MAIN CONNECTION NOT TO SCALE dl t 11 4F I a Aff ' _ 5 SANITARY MfER NOTES AND SPECIFICATIONS. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEC/FICARONS OF THE CITY OF RENTON AND 774E LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS 2 THE HOURS OF WORK IN THE STREET RICHT- OF-WAY SHALL BE LIM17ED TO 8:30 AM TO 3.•30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES PARTIAL OR FULL SHALL BE APPROVED BY 7HE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD S'ECIFICARONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STATE CHAPTER OF 774E AMERICAN PUBLIC WORKS ASSOCIATION, LATEST E0177ON (APWA) AND CITY OF RENTON STANDARD SPEIXFICATIONS. 4. ALL LOCATIONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA DONS SO AS TO AVOID DAMAGE OR DISTURBANCE 70 EXISTING UNLITIES. 5. A PRECONS7RUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. INSPECTION VILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE 774E CONTRACTORS RESPONSIBILITY RT NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKF7LUNG ALL CONSTRUCTION. 6. CONTRAC7OR IS SOLELY RESPONSIBLE FOR 774E MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN S7REL7 UF- AND ANY OTHER RELA7ED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERWCES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS 10. 774E CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON B0774 SIDES OF THE PIPE IN LAYERS NTH A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SDE OF THE PIPE OR TO THE SIDE OF THE 77ENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY 7RENCIHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS IN70 THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF REN70N CURRENT STANDARDS 13. DATUM SHALL BE CITY OF RENTON, NAD 198311991 X NA VV 1988. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF LW -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION! 15. ALL PIPE AND APPURTENANCES SHALL BE LAID DN A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 023(1) OF THE CURRENT STATE OF W SHINGTONN STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDADON MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYWNYL CHLORIDE (PVC) AS7M F 679 FOR THE SEWER MAIN AND AS774 D 3034 FOR STUBS TO THE MAIN. ALL CONNECTIONS TO BE GASKE7ED PER AS7M F 477. 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE IN PAVED AREAS COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18. CONTRACTOR SHALL SUBMIT SHORING PLANS STAMPED BY A WASHINGTON STATE LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO STARTING ANY WORK. i- i79o/9 RECORD DOCUMENT, SEE SHEET 1 a® r� TRIAD ASSOCIATES Project Management Civil Bngineeriag Lend Surveying Land Use Planning Landscape MchiwL- Site Resign 11814 116th Ave N6 IarM nd, WA NM4 -6YZ1 Td 426.821.8448 Fn[ 42L82IS481 Toll fix 888.4888768 mITJIIA noon 9 3 '3 i a l � 7 O a WNJlIAN W. DUNLAP, .R., P.E. MANAUM DESIGNED: W. Gown P.E./B. Pualsm CARD: R. MARZOLF CHECKED: W. GOGGA4 AE DATE: 1125199 SCALE: HOPM N/A VERT.: N/A M F� OF 4,aC �O�SSIO[STY, G\ =� EXPIRES; 1/22/01 Checked for Compliance to City Standards STAMP NOT VALID UNLESS SIGNED AND DATED 98 -324 SHEET NUMBER 2DF 9 01999 TRIAD ASSOCIATES SCANNED SEp 132002 Q 2 2 yy r�ww W Q le co ® o ZO c W 1-ft 0 W by y� W W LL 2 9 3 '3 i a l � 7 O a WNJlIAN W. DUNLAP, .R., P.E. MANAUM DESIGNED: W. Gown P.E./B. Pualsm CARD: R. MARZOLF CHECKED: W. GOGGA4 AE DATE: 1125199 SCALE: HOPM N/A VERT.: N/A M F� OF 4,aC �O�SSIO[STY, G\ =� EXPIRES; 1/22/01 Checked for Compliance to City Standards STAMP NOT VALID UNLESS SIGNED AND DATED 98 -324 SHEET NUMBER 2DF 9 01999 TRIAD ASSOCIATES SCANNED SEp 132002