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HomeMy WebLinkAboutS-322209x Z ul t a 2.5 6.5' 1' 1' MIN. 1. 1. MIN. MIN. MIN. MIN. MIN. 2" CLASS 'B' 1' 1' 2.5' 1' 1' . ... MIN. MIN. MIN. MIN MIN. ......... 2" CLASS `B' OACP CLASS FACE OF `E' OR 'B' CURB OR 6" CRUSHED EDGE OF SURFACING AVEMENT TOP COURSE . . ......... CRUSHED CENTER LINE ROCK, * 2" TO 6" OR LANE LINE FLOWABLE FILL OR AS CLASS 'E' REQUIRED BY OR CLASS ..... ...... >< .... ENGINEER . * SEE DWG# HR -05 FOR MINIMUM STANDARDS TYPICAL PATCH FOR FLEXIBLE PAVEIIIENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE N. T. S. .� Y ADOPTED SP PAGE:HO32A DWG. NAME:HR -23 6.5 MIN. 2 IR + �y OF RENTON as DEPTH OF GRIND sT�� PIANS OR SAWCUT AND N LST DATE: 12/96 DATE REVISION BY APPR REMOVE .4t t F �t NO see . , , • • • • . •, . • . ORDINARY PIPE BEDDING FOR 4" PIPE BEDDING GRAVEL COMPACTED FOUNDATION GRAVEL IF REQUIRED BEDDING CLASS DESIGN DIMENSION 0 CLASS B CLASS C CLASS D W A SANITARY SEWER NOTES AND • • * ZERO 0 SPECIFICATIONS: ° 111 ° 1 O.D. C 3/4 O.D. 1/2 O.D. 1 /8 O.D. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE .•.. .• ..•M• X. .•.•. WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND U2 SPECIFICATIONS. 0 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL W PUBLIC WORKS CONSTRUCTION" PREPARED BY [-4 E-4 Z WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS z O z &_4 ASSOCIATION, LATEST EDITION (APWA) AND CITY OF 0 wU RENTON STANDARD SPECIFICATIONS. 0 A w � 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE W .e4 w APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S 0 O RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT a U) >.. LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. L:3 0­4 �y u 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE C-� MEANS, METHODS AND SEQUENCES OF CONSTRUCTION W AND FOR THE SAFETY OF WORKERS AND OTHERS ON �'+ A THE CONSTRUCTION SITE. W 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE • OVER ALL OTHER PLANS. a 7. A COPY OF THESE APPROVED PLANS MUST BE ON w THE JOB SITE WHENEVER CONSTRUCTION IS IN O - 0 PROGRESS. E'-4 : 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF z RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY W a.. SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED �•'i BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. .a 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, a THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY w COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL o BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A z TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY Q �: AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND 6 0 © o MULCHED OR OTHERWISE STABILIZED TO THE I _ SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE w WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND Of BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE ° 0 TOP OF THE FOUNDATION 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. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 16 Z 0 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 2.5 6.5' 1' 1' MIN. 1. 1. MIN. MIN. MIN. MIN. MIN. 2" CLASS 'B' 1' 1' 2.5' 1' 1' . ... MIN. MIN. MIN. MIN MIN. ......... 2" CLASS `B' OACP CLASS FACE OF `E' OR 'B' CURB OR 6" CRUSHED EDGE OF SURFACING AVEMENT TOP COURSE . . ......... CRUSHED CENTER LINE ROCK, * 2" TO 6" OR LANE LINE FLOWABLE FILL OR AS CLASS 'E' REQUIRED BY OR CLASS ..... ...... >< .... ENGINEER . * SEE DWG# HR -05 FOR MINIMUM STANDARDS TYPICAL PATCH FOR FLEXIBLE PAVEIIIENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE N. T. S. .� Y ADOPTED SP PAGE:HO32A DWG. NAME:HR -23 6.5 MIN. 2 IR + �y OF RENTON as DEPTH OF GRIND sT�� PIANS OR SAWCUT AND N LST DATE: 12/96 DATE REVISION BY APPR REMOVE .4t t F �t NO see . , , • • • • . •, . • . ORDINARY PIPE BEDDING FOR 4" PIPE BEDDING GRAVEL COMPACTED FOUNDATION GRAVEL IF REQUIRED ORDINARY PIPE BEDDING FOR 6" AND LARGER PIPES • ' ' ' ' • . CONCRETE co .. . • A- 0 ' • • v 8" • • • �6 ' • . . a' . A FOUNDATION GRAVEL • IF REQUIRED o pi w CA T_ CONCRETE ENCASEMENT PIPE BEDDING CLASSES N. T. 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. EDGE OF PAVEMENT, - LANE LINE MARKING EDGE OF CURB & GUTTER, OR CENTER OF 7' -$9• LANE LINE STANDARD VEHICLE WHEEL PATH MIN. 4.5' 3' < < MIN. SIN. ....................................... .........................::.T. .. . .. MIN. 2" CLASS "B" 2" SAWCU T AND REMOVE OR GRIND ACP CLASS 'E' ~1' OR `B' MIN. `-- 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, • FLOWABLE FILL OR SEAL WITH AR4000W AS REQUIRED BY 25' ENGINEER No. MINIMUM ACP CLASS E SHALL BE: PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS `E' OR `B' RESIDENTIAL ACCESS STREETS -- 2" ACP CLASS 'E' OR `B' NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. LANE WIDTH OVERLAY FOR FLEXIBLE PAVEMENT ONLY N.T.S. ADOPTED SP PAGE:HO32A DWG. NAMEMR -23 CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DATE I REVISION IBY APPR' 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. 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. .•.. .• ..•M• X. .•.•. a :{;±�t.�r. � •�• fir•_•_• • • •r_ �; ORDINARY PIPE BEDDING FOR 6" AND LARGER PIPES • ' ' ' ' • . CONCRETE co .. . • A- 0 ' • • v 8" • • • �6 ' • . . a' . A FOUNDATION GRAVEL • IF REQUIRED o pi w CA T_ CONCRETE ENCASEMENT PIPE BEDDING CLASSES N. T. 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. EDGE OF PAVEMENT, - LANE LINE MARKING EDGE OF CURB & GUTTER, OR CENTER OF 7' -$9• LANE LINE STANDARD VEHICLE WHEEL PATH MIN. 4.5' 3' < < MIN. SIN. ....................................... .........................::.T. .. . .. MIN. 2" CLASS "B" 2" SAWCU T AND REMOVE OR GRIND ACP CLASS 'E' ~1' OR `B' MIN. `-- 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, • FLOWABLE FILL OR SEAL WITH AR4000W AS REQUIRED BY 25' ENGINEER No. MINIMUM ACP CLASS E SHALL BE: PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS `E' OR `B' RESIDENTIAL ACCESS STREETS -- 2" ACP CLASS 'E' OR `B' NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. LANE WIDTH OVERLAY FOR FLEXIBLE PAVEMENT ONLY N.T.S. ADOPTED SP PAGE:HO32A DWG. NAMEMR -23 CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DATE I REVISION IBY APPR' 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1 -800- 424 -5555 EX 1 ST I NG UTILITIES 111111011111 ARE FFM THE BEST AVAILABLE I WOMOT I ON A14D NO QNVIIANTEE IS WOE As TO TW EXACT S I ZE , TYK LOCATION OR OE"N . * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. - -\ ADOPTED crrr of RENTON \, J srnrmARu Pw+s I9T DATE: 4/97 SP PAGE -8077 / DWG_ NAME -RW18C 4-4-97 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. * * ZERO 54 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. - BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1 -800- 424 -5555 EX 1 ST I NG UTILITIES 111111011111 ARE FFM THE BEST AVAILABLE I WOMOT I ON A14D NO QNVIIANTEE IS WOE As TO TW EXACT S I ZE , TYK LOCATION OR OE"N . * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. - -\ ADOPTED crrr of RENTON \, J srnrmARu Pw+s I9T DATE: 4/97 SP PAGE -8077 / DWG_ NAME -RW18C 4-4-97 Cwreatmi aoit 4 WT Vf S- -0-91 Rw1we DGU% 4.6,7,! & AM" note • Si - - -- DATE REVISION BY APPR' CHECKED FOR COMPLIANCE TO CITY STANDARDS Dote_ Dote Dote RECOMMENDED FOR APPROVAL BY BY BY 0 Z AFC \� S/0 I N� �xP*tES: JAN 9, 2006 S- 3 ?� ?09 NOTES: 7' MORTAR FILLET MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - `E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF --PRECAST BASE SECTION OR CAST IN SHELF. 1 -­­1 �-- 6" MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL N. T. S. 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. ADOPTED SP PACE-8071 Z DWG NAME:BR28 CITY OF RENTON STANDARD PLANS LST DATE: 04 /1 0/00 'A' `B' `C' `D' 'E' 48 MH 48 6 MIN. 5 MIN. 24 MIN. 21 I.D. 54 MH 54 8 MIN. 5.5 MIN 24 MIN. 24 I.D. 60 MH 60 8 MIN. 1 fi MIN. 42 MIN 30 I.D. 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. ADOPTED SP PACE-8071 Z DWG NAME:BR28 CITY OF RENTON STANDARD PLANS LST DATE: 04 /1 0/00 &9dwa =44& ms arc i o � ao4. ra DATE REVISION BY APPR' DAI.EY-MC)WOW-PODLUE, NC. 726 AUBURN WAY NORTH AUBURN WASHINGTON 98002 PHONE: (2535333 -2200 (FAX)333 -2206 F' - - SL* VEYN O Q LAW PLANNM inCOrpOrat0d PROA C T LAKE ADM DEVELOPMENT, W. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228 -9750 DETAL,B 1110 Ni0►T� � �-- 9--� -- _ 10 1 \Projtct \01 -110 �1�ER1'r \d�q \OI��OENGop 1 /19 /POOS 41417 AM PS? c- w ti •