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Home My WebLink AboutWWP2703660.33 PLCS (\• IAV"AIMf ir, SPACED 120* SEAL ?ATH AR 4000 OR J/ APB '1N PG 1/16' c586wO APPROVED EQUAL. AND DRY C1*_- D14 B.C. <SEE aDETA10 SAND ,AFTER PATCHING r E r PATCHED AREA, NOTES: RENTONr IOW..SEE ) NOTE 4 LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. BACKFILL MATERIAL HUNCHES. A `� (SEE NOTE 5) �� 2. HAND TAMP UNDER H SEWER 6 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. CONCRETE CLASS C HAND TAMP ONLY. (SEE NOTE 8) C 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OVER BOTTOM VIEW FOUNDATION LEVEL �1 OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. v , .. B THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A �R � BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18". COV.. .• ~ PLAN VIEW CLASS A DESIGN)_T 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE W ( SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS w OR LUMPS U PSLL MA LARGER G R THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE RLT Sc1C. <ALLrIN HEAD) 12 MMI 5/81-�11 x 1.5 SS 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE �4x PLAN� RU?REF WAS'HIER W (SEE NOTE 4) LIMITS OF PIPE ZONE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 119rm a. NTS BACKFILL MATERIAL 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF 3/4° 2 1/2, (SEE NOTE 5) 6" STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. . R ° '� ' 2" ASPHALT CLASS 'S" 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS TYP 1 C"--UTslal DIA• 1 ORSPPR�aC 6 BEDDING MATERIAL MAINTAINED. 4 L1J COVER SECTION VIEW THE ENGINEER, FOR RIGID PIPE 1 Z I . , , , (SEE NOTE 61� BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. * * ZERO B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - ".A0r%r- 1 15-`+ -:-.. := Ut II AIL F^I it3G5 REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE BEDDING MATERIAL * A = 4" MIN. 27" I.D. AND UNDER -`WHICH IS EQUAL TO 'ME; DIAMETER OF THE FRAME PLUS TWO F"E:.Er, FOR FLEXIBLE PIPE 6" MIN. OVER 27" I.D. A€ DUST CASTfNG FRAME. TO PAVEMENT URFrACE USING RISER MNGS B 34 DTA- CONCRETE HLOCKS PER STD- PLAN 400A. (SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER rs7 jig J REKACE ALL Bur TOP 2" OF EXCAVATED MATERIAL VATH CLASS 3000 CONCRE`E (3,/4), FINISH PAVEMENT SURFACE FOUNDATION ADOPTED �yp� �g�r FRAME SECTION VIE 1, COVERS Si`�1�',1.L BE MATH 2`" OF ASPHALT "LASS "9" OR AS APPROVED 9VCITY LEVEL RENTON ttPDAN IRON WORKS INC i` , 17C i. L. THE ENG3NEEER A nhi"v 2, USE FRAME AND COVER' FOR 1RM ( F'- ":I."Y �- STANDARD PLANS "`nRAl6V"' nN rnvrP� �ANITAP. 1til;rrt ((I Acc r nr7cirrni) LST DATE:4/97 "SEWER"), OR WATER (SPECK {TEER'' }. BEDDING FOR FLEXIBLE PIPE 4-4-97 Corrected note 4 DCV DT DWG. NAME: BW18C SP PAGE: B077 2-21-91 lRevilsed notes, 4,5,7,& note 6 KJ ---- DATE REVISION BY APPR'D __ a " PU13 ,IC FORKS i �. PAN --t 4AI. `fix ��` 1�%l3LJc 5}'oRKs TYPICAL UTILITY COVER . PLAN 400.4 i�EPARTI�E�I1C i�'I�1lI�H�7Fi..E E AND �CCi'VEM� __. � � �AII„IfUST`I1iIIEhIT FOR DECEMBER 2008 � DEPARTMENT PAVEMENT OR OVERLAY DECEMBER 201€� o7 PPE BEDDING FOR SANITARY SEWER SEWER GENERAL NOTES MANHOLE FRAME AND COVER 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY 6" SEE STD. PLAN 401 RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 12" MAX. 24„ ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR _T MORTAR JOINT(S) (3/8" MIN.) MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN 'D' SEE NOTE 5 PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. CONE (ECCENTRIC) 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RUBBER GASKETED JOINTS IN RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. �C� ACCORDANCE WITH ASTM C-443 2"x 4" STUD MARKER POST PAINTED STEPS - POLYPROPYLENE STEPS 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION WHITE WITH THE WOR "SEWER" STENCILED SHALL BE INCLUDED PROPERTY LINE IN 3" HIGH BLACK LETTERS AND #6 WIRE 6-1 /2" AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. z - - WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 7' MIN. � 'q' CONCRETE RISER BY PIPE INC., 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 0 12 FUTURE OR APPROVED EQUAL. 6" BUILDING SEWER PIPE BUILDING SEWER 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. I _ - - z I 12. ��iu- MAX. PIPE SIZE - 'E' 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. LADDER -POLYPROPYLENE TEE WITH 6" SIDE OUTLET J 6"x6"x6" WYE WITH A SHALL BE ATTACHED TO MANHOLE 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SURFACE CLEANOUT WITH SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL w 6" SIDE SEWER AND BUILDING SEWER , CAST IRON RING & COVER CONCRETE SHELF a ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 0 I (EAST JORDAN IRON WORKS a 2975 OR APPROVED EQUAL, PRECAST BASE SECTION 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE SPECIFY "SEWER" ON LID, 1% SEE STD. PLAN 403.1 FOR OR CAST IN SHELF. AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO INSTALLATION) ` - "•P '.��'°' •• 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE ,B, '°..i• ::�: .: DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE 60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. FOR CAST IRON PIPE TO MAIN LINES ARE AS FOLLOWS: . OR DUCTILE IRON PIPE. � O�Z A. VITRIFIED CLAY MAIN -CUT I nir,IIN NEW (IRE USING VFLflE FLEXIBLE 1 NOT TO SCALE 1 U. UNLN UU I KUAU GKU551NG5 I -UK U I ILI I Y I KENGHES UN LXIS I ING I RAVELLU RUAUWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO 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 RENTON CURRENT STANDARDS. 1:3:5 MIX o`� �,. `� a CONCRETE } N0� 0`��N B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE BLOCKING �P 25 �MP�'�8�'0 (OR APPROVED EQUAL). �\ 2c 0�� 2%MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED - - - - - EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS 48 MH 54" MH 60 MH 'A' 'B' Oct 'D' 'E' 48 6 MIN. 5"MIN 24 MIN. „ 21 I.D. 54" 8" MIN. 5.5 MIN. 24" MIN. 24" I.D. 60 8 MIN. 6 MIN. 42 MIN. 30 I.D. HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. s" SIDE OUTLET TEE J (OR APPROVED EQUAL). NOTES: SEWER MAIN LSEWER MAIN 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE 6" MIN. E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE 3. CASTING SHALL BE PER STD. PLAN 401. SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RIDER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ELEVATION 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD NOTE: ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. STANDARD SIDE SEWER INSTALLATION 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. - r - 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. _ ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. (SEWER MAIN TO PROPERTY LINE) IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE - FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN 406.1 STD. PLAN - 400.1STANDARD SANITARY MANHOLE September 2011 r rytiy° ° L o ° 0�',t� OFFS ENGINEERS°°H,°°° SURVEYED: VERTICAL NAvo �;e !�F �• SURVEYED HORIZONTAL, NAD 1983/1991 �► 1 1 12 2012 13932 SOUTHEAST 159TH PLACE q�° 1 ,A. DESIGNED: SCALE OFFE P.E. SCALE �. ,; CITY O F 5859 NE 8th STREET / / FlELDBOOK: SIERRA HOMES,INC.PAGE: RENTON, WASHINGTON 98058 a °e� DPWND.L. OFFE, P.E. ONE INCH =" RENTON DRAWING N0: PHONE: 425-260-3412 ° �� R�-Q°��`` AT FULL SCALE DATUM SEWER PLAN / PROFILE CHECKED: Fs, STE °e `tom IF NOT ONE INCH Planning/Building/Public Works Dept. CONTACT: DARRELL OFFE, P.E. S�oNAt°° E 2) �� N0. REVISION BY DATE APPR ^PPROVED: SCALE ACCORDINGLY SHEET: OF: 3 0 1�`11 - �(o 03 SEWER