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Home My WebLink AboutS-279002Z O_ In Z W H X W r' O a_ W U Q' W H Z Z 0 Z W r' H Cn W S C W (SEE NOTE' 4) CASTING INLAND FDRY LIMITS OF PIPE ZONE OR EQUAL Prri4 BACKFILL MA NOTE 5 I III ' f fIX SEE DETAIL .51.4.x" CONCR AD.t/S7MENT (4' MlN) SEE N07E 8 C FOUNDATION LEVEL CONE SSA DESIGN) A MORTAR JONTS O V) D_ NOTES MANHOLE FRAME AND COVER 1 FOR LOCKING LID USE OL N MH D A FOR 5/8 " -11 N.C. x 1 -114" \, SS SOC. HD. CAP SCREW (3 REOO) MIN. J 1 2" TIP. TIP. NON -SKID PATTERN STEPS - 314 . DEFORMED 1 oobo (SEE N07E 5) I -7 " TIP. 2 "' RAISED LETTERS AS STEPS SHALL BE INCLUDED d11O7E' [L EL RED D. SEE NOTE NO.J BELOW B CONCRETE RISER BY PIPE L UNDERSIDE BLOWN fQU CLARITY 3/4 "" CORE (TIP.) ON 23" B.C. ORIEL AND TAP 5 "-'1 N.0 A 60" (CLASS B. G D,: DESIGN) OR APPROVED EQUAL ON 23" BC(7YP. 3 PL) 1 -112" CORE(TY P.) (LOCKING) DHSIGNBD: w. Gown. PE/B. PUIs1s O 12" (TYP)� FRAME (LOCKING) COVER 1 =0" FOR FLEXIBLE PIPE WE 1125199 B MAX. PIPE SIZE - 24" I.D. -� LADDER -570. ALUMINUM OR GALVANIZED STEEL. MORTAR CONCRETE SHELF FILLET PRECAST BASE SECTION OR CAST IN SHELF. l- " - MIN. NOTE SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES; INCLUDING CHANNELING COATED (SFALED). W17H A HIGH SOLIDS URETHANE COATING,: WASSER MC- CONSEAL OR APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE SANITARY MANHOLE TYPICAL DETAIL NOT TV SCALE O V) D_ NOTES MANHOLE FRAME AND COVER 1 FOR LOCKING LID USE OL N MH D A FOR 5/8 " -11 N.C. x 1 -114" \, SS SOC. HD. CAP SCREW (3 REOO) LIMBS O- PIPE ZONE J 1 2" TIP. TIP. NON -SKID PATTERN D oobo (SEE N07E 5) I -7 " TIP. 2 "' RAISED LETTERS AS BEDDING MA7ERIAL d11O7E' [L EL RED D. SEE NOTE NO.J BELOW B C UNDERSIDE BLOWN fQU CLARITY 3/4 "" CORE (TIP.) ON 23" B.C. ORIEL AND TAP 5 "-'1 N.0 A w (CLASS B. G D,: DESIGN) p ON 23" BC(7YP. 3 PL) 1 -112" CORE(TY P.) (LOCKING) DHSIGNBD: w. Gown. PE/B. PUIs1s O LIMITS OF PIPE ZONE FRAME (LOCKING) COVER O V) D_ NOTES MANHOLE FRAME AND COVER 1 FOR LOCKING LID USE OL N MH D NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2 HAND TAMP UNDER HAUNCHES ,T COMPACT REVVING MATERIAL TO 95X MAX DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4 SEE EXCAVARON AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTANONS FOR TRENCH WTDIN "W" AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTAUL TRENCH: WIDTH, H, EXCEPT FOR CLASS A BEDDING THE MINIMUM CONCRETE' NOW SHALL BE 1 -112 I.D. + 18 ". 5. TRENC�I. BACKFRL SHALL CCVFORM 70 BACKFILUNG S£NER' 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 BACLFILL MATERIAL 6. SEE BEDDING MA7ERHAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATONS FOR THE MATERIAL SPEaTICARONS 7. SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE'" IN THE ACGREG47ES SECTION OF STANDARD SPECfFICARON FOR 7FIE MATERIAL SPECIFICADLWS 8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS 70 ENSURE FLOW LINE IS MAINTAINED. -BEDDING CLASS DESIGN DIMENSION -1 CLASS 8 LASS CLASS CLASS F 4" MIN. A 1/4 I- D, s • 2ERO 2 - MAX B 1/4 as 1/2 AO 1/8 O.O 2ER0 OD. C /4QO 112 OD. 1/8.00 a.D. - • A = 4 ANN. 27" I.D. AND UNDER. 6" MIN. OVER 27" La (SEE NOTE 7) PIPE BEDDING FOR SANRARY SEWERS FOUNDATION LEVEL A ®.. BDOT'TSD. Wm mt m>mn� (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE z-a -w R� k 4 7. i s ra �m t2/1"1 OA. REVISION BY DM- NAME. SWISC SP PAGE:8077 26-J18" 25 -1 4'" 1f• r6•• I� T2,14 33 -f 4" SECTION A -A I " " SEA lj -1/2 °' 2„ YMPIC FOUNDRY 0. JO ,T OR EQUAL 2 USE FRAME AND COVER FOR STORM ( SPECIFY 'DRAIN' TE CCV�P), ADOPTED SANITARY ('SPECIFY "SEWER ), OR WATER (SPECIFY "WATER ft-duld pl.- 18S nA3c /3/IS/et GATE EVII ON DWG. NAME 91129 SP PAGE-.B074 MANHOLE FRAME AND COVER NOT TO SCALE ww p.3' °d7g0 �„ SECTION B-a PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE CONNECT TO EXISTING CLEANOUT. PLUG END OF FORCE MAIN DOWNSTREAM OF LYEANOUT. INSTALL NEW 6' PVC FORCE MAIN FROM CLEANOUT TO SSMH ER -53A. NOTE FORCE MAIN CONNECTION TO BE MADE ONCE ERI EXTENSION UP 70 SSMH ER/ -53A IS ACCEPTED BY THE CITY OF RENTON. FORCE MAIN CONNECTION NOT TO SCALE 5 Tv 6OLL #160 0 3:10� I - N 1w . SANITARY SEWER N07ES AND SPECIFICATIONS: 1. ALL IVV RK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF 774£ CITY OF RENTON AND 7HE LATEST EDITION OF 7HE WSDOT/APWA STANDARDS AND SPECIFICATIONS 2. THE HOURS OF WORK IN T14£ S7REET RIGHT- OF-WAY SHALL BE LIMITED TO 8:30 AM 70 a-50 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222 ALL S7REET CLOSURES PARTIAL OR FULL. SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. 7HE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR MUNAC-41- PasNtC WORKS Cnu_c7RUC7TON' PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECFICA BONS 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE 7RUE AND CORRECT LOCATIONS SO AS TO AVID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES S. A PRECONS7RUC77OK CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE 774E CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR 70 STARTING CONS7RUC71014. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTABLE OF 774E CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY 7HE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFIl1/NG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CON57RUC77ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON 7HE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENICK DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 97E WHENEVER CONSTRUCTION IS IN PROGRESS f0. THE CONTRACTOR SHALL PROVIDE 774E CITY OF RENTON WITH AN AS -BUILT DRAW6NG OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVE UR 11. BACKFILL SHALL BE PLACED EQUALLY ON 807H -4-eS OF THE PIPE IN LAYERS W1THA 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 SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE 774E SAME AS DESCRIBED. 12. OPEN. CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUPS INTO 774E EXISTING- ASPHALT SHALL BE NEA7LlNE CUT WIN SAW IN A CIV77N000S LINE. A TOWPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACXF7LL 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 OTY OF RENTON, NAD 198311991 & NAND 1988 14. ALL D157URSED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -97E EROSION AF7ER THE COMPLETION OF CONSmucRON 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 197H SECTION 7- 023(1) OF THE CURRENT STA IF OF WASHNGTON STANDARD SPECfFICA77ONS 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 70 UNIFORM GRADE SO..INAT THE ENTIRE LENGTH OF THE PIPE W_!L BE SUFFOR7 0 ON A UNIFORMLY DENSE UN'nELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORME (PVC) ASTM F 679 FOR THE SEWER MAIN AND AS7M D 3O34 FOR STUBS 70 THE MAIN. ALL CONNEC77ONS TO BE GASKETED PER ASTM F 477. 17. IN UNIMPROVED AREAS; MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAX /MUM 18. INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS 70 MATCH PAVING 18. CONTRACTOR SHALL SUBMIT SHORING PLANS STAMPED BY A WASHINGTON STALE LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO STARTING ANY WORK. Checked for Compliance to City Standards ,0 6 - -7 01999 TRIAD ASSOCIA !- I- 2Jr%o�2 SCAPINEO OCT - 6X999 1 L A® s® v� ASSMIAIS Project 11-p -t Ci,U Mgineering Land Surveying land Use Planning Landscape Arnhitentwe Site Design 11814 116th Ate. M StAI" TA X09{ -M Tel 41Ti.MAM fin 42SAIMI Thu I- 806.4111ILM a .blmv � 0 Z X f Lij O Lu YJ cc W W co rt t o 2 O at W A. 0 W 0°" W Z ft ® Lk 0 V LIMBS O- PIPE ZONE BACKFlLL MATERIAL D (SEE N07E 5) BEDDING MA7ERIAL d11O7E' °_n d FOR RIGID PIPE (SEE 7401E 6) B C FQUNDATIOW LEVEL A (CLASS B. G D,: DESIGN) IWLuhw W. &MLAP. A, P.E. \ BEDDING FOR RIGID PIPE W (- 7407E 4) DHSIGNBD: w. Gown. PE/B. PUIs1s O LIMITS OF PIPE ZONE CARD: R. MARZpF 1 =0" FOR FLEXIBLE PIPE WE 1125199 B NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2 HAND TAMP UNDER HAUNCHES ,T COMPACT REVVING MATERIAL TO 95X MAX DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4 SEE EXCAVARON AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTANONS FOR TRENCH WTDIN "W" AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTAUL TRENCH: WIDTH, H, EXCEPT FOR CLASS A BEDDING THE MINIMUM CONCRETE' NOW SHALL BE 1 -112 I.D. + 18 ". 5. TRENC�I. BACKFRL SHALL CCVFORM 70 BACKFILUNG S£NER' 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 BACLFILL MATERIAL 6. SEE BEDDING MA7ERHAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATONS FOR THE MATERIAL SPEaTICARONS 7. SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE'" IN THE ACGREG47ES SECTION OF STANDARD SPECfFICARON FOR 7FIE MATERIAL SPECIFICADLWS 8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS 70 ENSURE FLOW LINE IS MAINTAINED. -BEDDING CLASS DESIGN DIMENSION -1 CLASS 8 LASS CLASS CLASS F 4" MIN. A 1/4 I- D, s • 2ERO 2 - MAX B 1/4 as 1/2 AO 1/8 O.O 2ER0 OD. C /4QO 112 OD. 1/8.00 a.D. - • A = 4 ANN. 27" I.D. AND UNDER. 6" MIN. OVER 27" La (SEE NOTE 7) PIPE BEDDING FOR SANRARY SEWERS FOUNDATION LEVEL A ®.. BDOT'TSD. Wm mt m>mn� (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE z-a -w R� k 4 7. i s ra �m t2/1"1 OA. REVISION BY DM- NAME. SWISC SP PAGE:8077 26-J18" 25 -1 4'" 1f• r6•• I� T2,14 33 -f 4" SECTION A -A I " " SEA lj -1/2 °' 2„ YMPIC FOUNDRY 0. JO ,T OR EQUAL 2 USE FRAME AND COVER FOR STORM ( SPECIFY 'DRAIN' TE CCV�P), ADOPTED SANITARY ('SPECIFY "SEWER ), OR WATER (SPECIFY "WATER ft-duld pl.- 18S nA3c /3/IS/et GATE EVII ON DWG. NAME 91129 SP PAGE-.B074 MANHOLE FRAME AND COVER NOT TO SCALE ww p.3' °d7g0 �„ SECTION B-a PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE CONNECT TO EXISTING CLEANOUT. PLUG END OF FORCE MAIN DOWNSTREAM OF LYEANOUT. INSTALL NEW 6' PVC FORCE MAIN FROM CLEANOUT TO SSMH ER -53A. NOTE FORCE MAIN CONNECTION TO BE MADE ONCE ERI EXTENSION UP 70 SSMH ER/ -53A IS ACCEPTED BY THE CITY OF RENTON. FORCE MAIN CONNECTION NOT TO SCALE 5 Tv 6OLL #160 0 3:10� I - N 1w . SANITARY SEWER N07ES AND SPECIFICATIONS: 1. ALL IVV RK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF 774£ CITY OF RENTON AND 7HE LATEST EDITION OF 7HE WSDOT/APWA STANDARDS AND SPECIFICATIONS 2. THE HOURS OF WORK IN T14£ S7REET RIGHT- OF-WAY SHALL BE LIMITED TO 8:30 AM 70 a-50 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222 ALL S7REET CLOSURES PARTIAL OR FULL. SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. 7HE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR MUNAC-41- PasNtC WORKS Cnu_c7RUC7TON' PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECFICA BONS 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE 7RUE AND CORRECT LOCATIONS SO AS TO AVID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES S. A PRECONS7RUC77OK CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE 774E CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR 70 STARTING CONS7RUC71014. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTABLE OF 774E CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY 7HE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFIl1/NG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CON57RUC77ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON 7HE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENICK DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 97E WHENEVER CONSTRUCTION IS IN PROGRESS f0. THE CONTRACTOR SHALL PROVIDE 774E CITY OF RENTON WITH AN AS -BUILT DRAW6NG OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVE UR 11. BACKFILL SHALL BE PLACED EQUALLY ON 807H -4-eS OF THE PIPE IN LAYERS W1THA 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 SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE 774E SAME AS DESCRIBED. 12. OPEN. CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUPS INTO 774E EXISTING- ASPHALT SHALL BE NEA7LlNE CUT WIN SAW IN A CIV77N000S LINE. A TOWPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACXF7LL 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 OTY OF RENTON, NAD 198311991 & NAND 1988 14. ALL D157URSED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -97E EROSION AF7ER THE COMPLETION OF CONSmucRON 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 197H SECTION 7- 023(1) OF THE CURRENT STA IF OF WASHNGTON STANDARD SPECfFICA77ONS 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 70 UNIFORM GRADE SO..INAT THE ENTIRE LENGTH OF THE PIPE W_!L BE SUFFOR7 0 ON A UNIFORMLY DENSE UN'nELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORME (PVC) ASTM F 679 FOR THE SEWER MAIN AND AS7M D 3O34 FOR STUBS 70 THE MAIN. ALL CONNEC77ONS TO BE GASKETED PER ASTM F 477. 17. IN UNIMPROVED AREAS; MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAX /MUM 18. INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS 70 MATCH PAVING 18. CONTRACTOR SHALL SUBMIT SHORING PLANS STAMPED BY A WASHINGTON STALE LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO STARTING ANY WORK. Checked for Compliance to City Standards ,0 6 - -7 01999 TRIAD ASSOCIA !- I- 2Jr%o�2 SCAPINEO OCT - 6X999 1 L A® s® v� ASSMIAIS Project 11-p -t Ci,U Mgineering Land Surveying land Use Planning Landscape Arnhitentwe Site Design 11814 116th Ate. M StAI" TA X09{ -M Tel 41Ti.MAM fin 42SAIMI Thu I- 806.4111ILM a .blmv � 0 Z X f Lij O Lu YJ cc W W co rt t o 2 O at W A. 0 W 0°" W Z ft ® Lk 0 V PM J. 00 6blyY''0 a CA �O 128 G� N S ISTE4Y, G� v 9 /ONAL Ea d I EXPIRES: 1/22/01 5/27/99 STAW NOT VAM UNM SIGN® AVID OAT® '0" mm 98 -324 SM NOT= 20F 9 �8 D a °_n d c r ro ww1'' - G IWLuhw W. &MLAP. A, P.E. \ \ /q DHSIGNBD: w. Gown. PE/B. PUIs1s O O CARD: R. MARZpF CHEM: W. GOWN, P.E. WE 1125199 SCATS: HORIZ.: N/A VW.: N/A J. 00 6blyY''0 a CA �O 128 G� N S ISTE4Y, G� v 9 /ONAL Ea d I EXPIRES: 1/22/01 5/27/99 STAW NOT VAM UNM SIGN® AVID OAT® '0" mm 98 -324 SM NOT= 20F 9 �8