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Home My WebLink AboutS-336603f; REVISED PER C.O.R. REDLINES B.C.S. 1/30/071 M N U o N $a ss � 3j N N 0 J 0 U' R € El A PORTION OF THE S.E. 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 6' SANITARY SEWER NOTES 12" MAX -214 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WiTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF PROPERTY LINE 1 D' J Q Q 0 '� MI RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. C) - 6" SIDE OUTLET TEE / 2. 774E HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8.30 A.M. TO 3.30 PM ON WEEKDAYS FU1uRE '6" BUILDING SEWER PIPE I BUIU)INOSEMIR 12 Q 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS DRAWING OF THE SANITARY SEWER ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 4" PORTION N WHIT MARKER TEE 6" SIDE GUILEi :. UPPER PORTION WHITE ANS STENCIL ON N z SIDE WORDING 'SEWER* WITH S' HIGH 6-1/2"-r BLACK LETTERS. AND /B WIRE WRAPPED "STANDARD R R LICENSED PROFESSIONAL SURVEYOR: N TAMPED BY A LICENSED PROFESSIONAL ENGINEER 0 L SYSTEM WHICH HAS BEEN S Z Ir W O�i<�m() O CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA), TOP OF THE STUD. 7' MIN. co W LATEST EDITION AND CITY OF RENTON STANDARD SPECIFICATIONS A' B" SIDE SEWER AND BUILDING SEWER 'C' a W z 'E' RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. J- C', 5. A PRECONSIRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW UNLESS OTHERWISE APPR0 BY THE CITY. IT MAKE TAP STEEL THROUGH B CASs 12' (TYP) IRON SADDLE SECURED TO SEWER MAINMiTH STNNL'c55. STEEL BANDS -� CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO W14EN OONNEC71NG NEW,SIDE SEWERS TO EXISTING MAIN. o� LL Z % 00 o -1: STARTING CONSTRUCTION. (INSPECTION WiLL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON.) IT PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER jz 3Q Z .O 1 21" I.D. BACKFILLING ALL CONSTRUCTION. _ W ZLd (� na 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE k"M o W LL 5:. c 'v E 54" 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS OR DUCTILE IRON PIPE. PRIOR TO ANY CONSTRUCTION. 1:3:5 MIX B, . A m E CONCRETE ��YP) 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER BLOCKING 25 N�AcF� 9 PLANS Y,VA - G�CYLt`" N SLOPE 1 24" I.D. v �) c c p, C Or O el a� INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE $a ss � 3j N N 0 J 0 U' R € El A PORTION OF THE S.E. 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 6' SANITARY SEWER NOTES 12" MAX -214 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WiTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF PROPERTY LINE 1 D' A.D 1 pF �y9 '� MI RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS -- - 6" SIDE OUTLET TEE / 2. 774E HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8.30 A.M. TO 3.30 PM ON WEEKDAYS FU1uRE '6" BUILDING SEWER PIPE I BUIU)INOSEMIR 12 UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT (425) 430 -7200. ALL STREET CLOSURES PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN `2"x PAINT 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS DRAWING OF THE SANITARY SEWER ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 4" PORTION N WHIT MARKER TEE 6" SIDE GUILEi :. UPPER PORTION WHITE ANS STENCIL ON MAIN SIDE WORDING 'SEWER* WITH S' HIGH 6-1/2"-r BLACK LETTERS. AND /B WIRE WRAPPED "STANDARD R R LICENSED PROFESSIONAL SURVEYOR: N TAMPED BY A LICENSED PROFESSIONAL ENGINEER 0 L SYSTEM WHICH HAS BEEN S 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS $ AROUND THE STUD AND EXTENDED TO THE O�i<�m() O CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA), TOP OF THE STUD. 7' MIN. 'A' LATEST EDITION AND CITY OF RENTON STANDARD SPECIFICATIONS A' B" SIDE SEWER AND BUILDING SEWER 'C' 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S 'E' RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. J- C', 5. A PRECONSIRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW UNLESS OTHERWISE APPR0 BY THE CITY. IT MAKE TAP STEEL THROUGH B CASs 12' (TYP) IRON SADDLE SECURED TO SEWER MAINMiTH STNNL'c55. STEEL BANDS -� CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO W14EN OONNEC71NG NEW,SIDE SEWERS TO EXISTING MAIN. 48" STARTING CONSTRUCTION. (INSPECTION WiLL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON.) IT PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER jz SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF MAINS ARE TO BE CORE DRRiED. M�t� CLAY PPE SHALL BE CUT AND HAVE A NEW TEE MORTAR FILLET 1 21" I.D. BACKFILLING ALL CONSTRUCTION. ii. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WiTH A LOOSE AVERAGE DEPTH OF 6 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE k"M o W LL 5:. SAFETY OF WORKER S AND OTHERS ON THE CONSTRUCTION SITE 60" ALLOWABLE MAX. FOR CAST IRON PIPE 54" 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS OR DUCTILE IRON PIPE. PRIOR TO ANY CONSTRUCTION. 1:3:5 MIX B, . 15.5 " MIN. CONCRETE ��YP) 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER BLOCKING 25 N�AcF� 9 PLANS Y,VA - G�CYLt`" N SLOPE 1 24" I.D. MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) 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 TD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR- OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR 774E PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. STANDARD SIDE SEWER INSTALLATION SANITARY SEWER MANHOLE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE 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" ABOVE AND BELOW THE PIPE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SOR 35, SDR, C900 . DRIVEWAY OR DUCTILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING U (BV OTHERS) TO LATEST REVISIONS OF AWWA C110 & C111, THICKNESS CL.52. SPECIFY Rio 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN LETTERING o Q o o Q o CEMENT CONCRETE PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ALL MANHOLES SHALL HAVE LOCKING o ri o PEDESTRIAN CURB (TYP.) LIDS i -- - - 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY /;' ` CoN� DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND 'APPROPRIATE PUBLIC // SIDEWALK AGENCIES. i `7 TJ CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) RAMP YA1FI 12HAV SLOPE (TYP.) DEPRESSED CURB & GUTTER (SEE NOTE 3) 19. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED TYPE 1 - ISOMETRIC VIEW LOCATIONS OF THESE IMPROVEMENTS REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE SEE SHEET 3 LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. A.D 1 pF �y9 '� MI SANITARY MANHOLE TYPICAL DETAIL 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS -- - 6" SIDE OUTLET TEE / HORIZONTAL NOT TO SCALE 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS DRAWING OF THE SANITARY SEWER SEWER MAIN L SEWER MAIN (D 0 i 0 R R LICENSED PROFESSIONAL SURVEYOR: N TAMPED BY A LICENSED PROFESSIONAL ENGINEER 0 L SYSTEM WHICH HAS BEEN S 6" MIN. O�i<�m() O ft 'A' 'a' 'C' 'D' 'E' 25, C', SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING AND LANDSCAPING. 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 1 21" I.D. bA W ii. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WiTH A LOOSE AVERAGE DEPTH OF 6 CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION o W LL 5:. 54" MH 54" 8" MIN. 15.5 " MIN. 1 24" MIN. 1 24" I.D. INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE OF TEE AT MAIN OVER 25 COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE. so" MH 60" 8" MIN. 1 6- MIN. 142 " MIN. 1 30" I.D. 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.O% PROPERTY /LOT e COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE ELEVATION TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY NOgs 12. OPEN CUT ROAD CROSSINGS FOR U77UTY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH 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. TO BE PER DRAWING RAW CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WiTH SAW 3. DANH OF REINFORCED PRECAST CONCRETE REINFORCED 4. MANHOLE SECTIONS TO IN A CON71N000S LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND S. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF CURRENT COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR WTIIE -IT CITY OF RENTON STANDARDS.. - - UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY LINE OR 3 -5' LOWER APPROVED ER GASKETED EQUAL; COLOR OF LL BE IN SHALL BE ]. RUBBEfl AL: JOINTS SHALL. TI G HAUL BE WITH ASTM C -443. LARGEST PIPE. B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER THE L 13. DATUM SHALL BE CITY OF RENTON, NAVD 1988 (METERS) AND NAD 198311991 (METERS). THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. - D. CONNECTIONS TO MANHO E SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HA E A 'SURE TRACK" CLIMBING AND FALL PROTECTI ON. SYSTEM INSTALLED. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR- OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR 774E PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. STANDARD SIDE SEWER INSTALLATION SANITARY SEWER MANHOLE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE 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" ABOVE AND BELOW THE PIPE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SOR 35, SDR, C900 . DRIVEWAY OR DUCTILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING U (BV OTHERS) TO LATEST REVISIONS OF AWWA C110 & C111, THICKNESS CL.52. SPECIFY Rio 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN LETTERING o Q o o Q o CEMENT CONCRETE PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ALL MANHOLES SHALL HAVE LOCKING o ri o PEDESTRIAN CURB (TYP.) LIDS i -- - - 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY /;' ` CoN� DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND 'APPROPRIATE PUBLIC // SIDEWALK AGENCIES. i `7 TJ CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) RAMP YA1FI 12HAV SLOPE (TYP.) DEPRESSED CURB & GUTTER (SEE NOTE 3) 19. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED TYPE 1 - ISOMETRIC VIEW LOCATIONS OF THESE IMPROVEMENTS REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE SEE SHEET 3 LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. A.D 1 pF �y9 C, a W� ALT ECG ��yIL 3007 EXPIRES: MAY 6, 2007 Uj DOD 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALLMANHOLES SHALL HAVE z] 0) n (D 0 i 0 111 Lq �J V Cl) a) Z O�i<�m() O ft A MINIMUM 0.10 -FOOT TO MAXIMUM 1.0 -FOOT DROP BETWEEN INVERT IN AND INVERT OUT. ALL MANHOLE COVERS 2 LL �J U O 25, C', SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING AND LANDSCAPING. Ham+ 1�N Cd • 1�1 • P'1 • i-i .i n !� O 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER D bA W 266 ( .-I U p� o W LL 5:. DRIVEWAY MAY BE TO 90X IF NOT IN AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND 2 25; COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE. 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.O% PROPERTY /LOT e 236 _ _� _F CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE C CEMENT CONCRETE CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEW_ ERS SHALL S SIDEWALK BE TESTED AT THE TIME OF MAIN LINE TESTING. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15'. CEM. CONC. CURB & GUTTER (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) DEPRESZED CURB & ;JTTER (SEE N01C 3) 23. WHERE A WATER BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR TYPE 2 ISOMETRIC VIEW PIP LASS 50 FORA MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE SEE SHEET 4 RECONSIRUC7ED WITH DUCTILE IRON E (C ) OF THE WATER MAIN CROSSING. zz 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET NOTES N TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 1. When the driveway width exceede 15 feet, construct a full S depth expansion Joint (see Standard Pion F -3) with 3/8' Joint w 25. NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION IS FINISHED, filler along the driveway centerline. TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE NOtES. 2. Construct expansion Joints parallel with the centerline as SEAL. ALL TES7ING SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 1. ALL COVERS SHALL DE LOCKING LID PER EAST JORDAN IRON WORKS. required at 15' maximum spacing when driveway widths exceed INC. N. 3705 (LOCKING) OR EQUAL 30'. See Std. Plan F -3 for sidewalk details. 2 FRAME AND COVER SHALL BE A WATER TIGHT ASSEMBLY. 26. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND / OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER / SURVEYOR - 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN ON COVER). 3. Curb and gutter shown, see the Contract. Plans for the CERTIFIED AS -BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. SANITARY (SPEC FY "SEWER "). OR WATER (SPECIFY "WATER"). curb design specified. See Std. Plan F -1 for curb details. 4. Avoid placing drainage structures, Junction boxes or other 27. INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 -FEET DEEP. FALL RESTRAINT obstructions in front of driveway entrances. SYSTEM SHALL BE "SURETRACT CLIMBING AND FALL PROTECTION SYSTEM-, AS MANUFACTURED BY "MILLER FALL MANHOLE FRAME AND COVER PROTECTION ". . ROLL 20'a FR 2-:-:�4 PROJECT NO.: 05YS3 DRAWN BY: K?C: /ENM ISSUE DATE: 11-13 -2006 SHEET REV.: 1 -30-07 13AWWTARY SEWER NOTES AND DETAILS CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 05I53SS03- C12.DWG Sheet 1 OF 8 ADOPTED • ®4 STANDARD PI 9a C12 SHEET 12 OF 13 DWG. NAME: F004 SP PAGE: F004 \-.:� )i ww 44[K%/ A.D 1 pF �y9 C, a W� ALT ECG ��yIL 3007 EXPIRES: MAY 6, 2007 Uj DOD Q� z] 0) n (D 0 i 0 111 Lq �J V Cl) a) Z O�i<�m() O ft L0 M (nL - LL LL �J U O C', Ham+ 1�N Cd • 1�1 • P'1 • i-i .i n !� O bA W I. .-I U p� PROJECT NO.: 05YS3 DRAWN BY: K?C: /ENM ISSUE DATE: 11-13 -2006 SHEET REV.: 1 -30-07 13AWWTARY SEWER NOTES AND DETAILS CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 05I53SS03- C12.DWG Sheet 1 OF 8 ADOPTED • ®4 STANDARD PI 9a C12 SHEET 12 OF 13 DWG. NAME: F004 SP PAGE: F004 \-.:� )i ww 44[K%/ z] Q ^J LML LL O C', LL Z 0 W N HI .. W o W LL 5:. PROJECT NO.: 05YS3 DRAWN BY: K?C: /ENM ISSUE DATE: 11-13 -2006 SHEET REV.: 1 -30-07 13AWWTARY SEWER NOTES AND DETAILS CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 05I53SS03- C12.DWG Sheet 1 OF 8 ADOPTED • ®4 STANDARD PI 9a C12 SHEET 12 OF 13 DWG. NAME: F004 SP PAGE: F004 \-.:� )i ww 44[K%/