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HomeMy WebLinkAboutS-289601C`1 CLI Q) � 1 M PI z cL �= ` 7 ® m Q c 'E �< � C (� ICri s E m s= c 6' 2- 0 Q C s� c S.E. 1/4, of SECTION 30, TOWNSHIP 23 N__ RANGE 5 E., W.M. t\ - SJI -h \_�l' i(p7�(a9;114?1 ,\ \ RIM EL - 0.OS E'. I2 23 4 \ \ w -S'L'Y LINE OF THE N 1/2 OF THE \ t �7 8"(N)=61.9 SE I E. 8 "(E) ,1 8 �� E�1; 4 OF THE \ 1 �4 OF SEC 30 \ � 1 8 °(s) 61. -, --- S J_� Y 6 A �A -6 �2S33 A -5v A A -4 \ If (D / LE 20' PUBLIC_- \ 2 \ 1 SAN. SEW. ESM' - - \ 12 IV I L T / 4 "W 197.4' - PVC ©i1.1o% 3 / I 10 M 1 4_"12 "SD- 12 "SD R' A B -2� I 0'49" v� - +1S 89\ ' ' B -3 3 5.20 357.95' CO_ B�4 END ROAC ch �RIM.=67.00 SMH No. I -TYPE II -48" SSMH No. 2 -TYPE II -48" � ) I \\ I I I I I II I I I �N/ Ito t54J.Tb RIM EL. =90.46 i E. E)= 60.54 -IN zgyz 2.41 / I.E. 6"%)=8466-IN V I I I LE.�N -S)= 60.34 - EXIST I I.E. 8 "=8246 -OUT if I CONTRACTOR TO VERIFY LjCPT,0N, DEPTH 03 Ib�152 �1 &) I & IPE TYPE PRIOR TO 1O D RCNG O o 17-5'944 7 I I I l �MA�TERIAI..� & CONSTRU'TI ?N1 1 ° ° ° ° EX. SSMH CD RIM EI_. =63.41 LE 8 "(N)= 57.8 -IN I.E. 8 "(E)= 57.9 -IN I.E. 8 "(S)= 57.7 -OU i inn E 12992t34.0 E -= h F\ 0 F E ,0 = 4S � '' `� i 7 R= 45100 L =4.49 344.38\ SOUTHERN U IT OF WETLAND BODARY• A -3 A -2 ( N 14"CH LOT 3 LOT 2� LOT 1 r O T.L. 6" PVC\SDR 35 IDE L. SEWER @ ' 'f0% N. x 3' 1 +06 _(TYP EA Lb I.E.= 79.6 17' . =72. 1 I 1 \ I m Ic N I = I i i I I I I r I \ 1, �I �I I 24-"CH PP ' M v v M_H. 1x 17' II I.E. =83.0 C@ E , OF s'-zz I C ° 1 ` ➢ Gi I 6T °0 0 °o + m D; i a0 1 U) C) W 100 � o z ga p.L ATE 90 t, . - 90 G 8 21 0 96 80 - -- - -- -- - - - -T _ _ _ -SAO WP p1N STA. 1 +93.16, 1.00'RT. T 12' TER t7 SSMH No. 2 -TYPE II -48" i 4 p'1' 10% RIM EL. =90.46 70 ,/ LLJJ�i PvC ®11. LE. 8 "�W)) 82.466 OUT I 70 8' -- - - - - - - -- - _ � - 19"1.4 STN It 2 _ - 1 5 RM 1 -6 "xG V. FL(MJ)FL) �10 1 -8 "x4' REDUCER (PExMJ) i 1 -4" G V. (PExMJ) 60 Sin 2 *55 CONIC. LOCKING 60 �- -z" Btow -oF HYDRANT ASSEMBLY STA. 3 +90.52 1.00'RT_ I- CCXIC- EkZCV -t"G SSMH No. 1 -TYPE I1 -48" RIM EL. =67.00 I.E. 8" E)= 60.54 -IN STa 0401 50 I.E. 8 "�N -S)= 60.34 - EXIST. 19"Y19" FL) 50 TAPPINr TIFF 1 -8" TAPPING IG.V. W/ VALVE BOX (FLxrn3) CONTRACTOR TO VERIFY LOCATION, DEPTH CONC. BLOCKING & PIPE TYPE PRIOR TO ORDERING OF CONTRACTOR 13, VERIFY LOCATION, DEPTH MATERIALS & CONSTRUCTION & PIPE TYPE F RIOR TO ORDERING OF 40 p MATERIALS & CONSTRUCTION 40 O CD N O O N .-- t� r7 Do O N oo Dj Cp to 'i O] I 3 +00 2 +00 1 +00 J. P� of WASH/ C L. rsO 1 "` PRIVATE ROAD SCALE: 1" = 20' HORZ. 1" = 10' VERT. DoT 20734 F RFGIsTE \� S� /ONAL r EXPIRES: 3/1/2002 - NO. REVISION GY APPR. i SANITARY SEWER NOTES & SPECIFICATIONS I I - I 1. All work materials shall be in confomm. oc with the standards and specifications of We City of Renton and the latest rrT I �I edition ofthe WSDOT /APWA Standards and Specifications. n N I 0 2 i\ 2. The hours of work in the street riglrtbf- -way shall be limited l0 8:30 a.m. l0 3:30 p.,11. on weekdays unless otherwise ➢ N approved in writing by die Transportation Division at 277 -0222. All strcel closures, partial or full, shall be approved \ by the Transportation Division 24 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance. )3 r \ \I l I \ I \ 3., All construction shall be in accordance wilh "Standard Specifications for Municipal Public Works Construction" I \ \ prepared by Washington Stale Chapter American Public Works Association, latest edition (APWA) and City of N Renton Standard Specifications. O 4. All locations of existing utilities shovm arc approximate and it shall be the contractor's responsibility to verify the We \ TT �EX. I SD M H and correct location so as to avoid damage or disturbance. �.� IRIM EL. =100. 1 I.E. I(N)= 95.3' A prcconsWCtion conference and a 24 hour notice shall be required prior to starting new construction It shall be the FULL OF DEBRIS contractor's responsibility to secure all necessary permits prior to starting cons(ruction. (inspection will be accom lished b a re rescitntive of Ole City of Renton. It shall be tie contractors responsibility to notify We City -p I NO TLET SEEN Inspector 24 hours in advance of backfilling all construction. II I o 6. C.ontractor•is solely respolsiblc for We means, methods add sequences of construction add for tic safety of workers + \ and others on the construction site. 7. It shall be Ore responsibility of the contractor to obtain stmt use and any other related permits prior to any °O III \ \ \ \ construction. c WWWI �` I 1r I 8. Plaus approved by the City of Renton, Development Services Division, shall take precedence over all other plans. 9. A copy of these approved plans must be on We job site whenever construction is in progress. i10. TTIc contractor shall provide the City of Renton with Do as -built drawing of the sanitary' sewer system which has bah O I I stamped and signed by a licensed professional engineer or licensed professional surveyor. cn I ' r I 1 I. Dackfll shall be placed equally on both sides of the pipe in layers with a loose average depth of (, m_t cs , nlaxinwm \ depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. Thcsc compacted layers must extend for one pipe diameter on each side of We pipe or to die side of the trench. Materials to complete the 611 over Ipipe shall be the same as described. } \ 12. Oper cut road crossings for utility trenches on existing traveled roadway shall be backfhlled with crushed rock and Lp mceleanimlly compecied. Cuts into the existing asphalt shall be nmtline cut with saw in a continuous line. A I f ` farporary mix patch must be placed immediately idler backfll and compaction. A pemuvrent hot mix patch shall be 1 I I placed within 10 days and shall be per City of Renton current standards. Ii II: Datum shall be City of Renton, U.S.C. and G.S. \ I{7. All disturbed areas shall be seeded and mulched or otherwise stabilisd to the salisfaction of the Department for the II prevention of on -site erosion a0cr the completion of construction. \ J5. All pipe and appurtenances shall be laid on a properly prepared foundation nn accordance with Section 7- 02.30) of I I the current State of Washington Slandard Specifications for Road and Bridge Construction. This shall include \ 1 +0 PRIV' RD necessary leveling of the trench bottom or Uhc lap or the foundation nutcrial as well as placement and compaction of ° 1 0 0 (TA( BOT D) required bedding material to uniform grade so that the entire length of the pipe will be supported ou a uniformly dense I unyicid" base. Pipe bedding shall be pea gravel 6" above mid below the pipe. 0 ➢ � I 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gaskctal ASTM D 3034, SDR 35, or ductile iron class 50. m 17. In unimproved areas, manhole to extwd minimum 6 inch mid maximum 18 inch above finished grade. In paved area, Z I I o II I I I_ cover must slope in all directions to match paving. _ .. . m m !I I I O = II II II , z I ➢ m III CD 3d' I II III I o o o � -P NOTE SANITARY SEWER MANHOLES SHALL HAVE ALL INi SURFACES• INCLUDING CHANNELING, COATED (SEA. WITS' A HIGH SOLIDS URETHANE COATING; IYASS_R MC- CONSEA._ OR APPROVED EQUAL; CCL OR O.- COATING SHALL BE WHITE. MORTAR N 89'55'56- W 2659.44(TCA) - FILLET N 89'56'56' W 2659.98 (KC) rl 89'56.43' W 2659.31 ML N 89'57'45- W 2659.30 JAI N 89'56'09' W 2659.301 ESM) " F9'58'0e -_w 2659.31 ft) C ^^ w�_-ai mI ) I S. 8V HI IW�Ww SANITARY MANHOLE TYPICAL, DETAIL l I fn n l N ! No SCALE zI I zzzz 2665.71 (H A) N 89'38'18' W \ 30 , 3 /B /95ADDE➢ NOTE EDI- -E%' IDCV AG DAT' PEV!SIO\ 81' IAPPR' 49.80 664.86 (IId1A) I N 899'33' IN u32.4i (ITa<A� hly 12).91 13N 89 0*49' IN 2664.02 It- GR N 8920'49' W I 2661.021 I� W � zo 0 10 .,r�i n htx I N N FOUND 2' IP MTN W. X00 z n z z z= %PLUG (NO TACK) 1331.R._( NhA) N 901'18 W 2562.40 IIAA I N 89-01'19' W 2662.40 (ESM) N 89'0758' W 2663.50 (JAI) Q( -I 1 Rat_ DIAGRAN� T� DEPARTN4 CASTING INLAND FDRY DR EQUAL. PT. ,'714 SEE DETAIL 5.1.4. ADJUSTMENT (4" MIN.) CONE MORTAR JOINTS STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.. OR APPROVED EQUAL. MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. ENGINEER: JAEGER ENGINEERING 9419 South 204th Place Kent, 111A. 98031 Phone No. (206) 850 -0934 DATE Fax No. (253) 850 -0155 SANITARY MANHOLE TYPICAL DETAIL. O�`VY ADOPTED CITY OF RENTON �- Standard plane N'C L"T DATE: 3 /8/95 DWG. NAME: BR28 SP PAGE: B071 AFI1IC SCALE 20 40 80 1 ( IN FEET ) inch = 20 ft. C) F � 1E 111T J L O 11-T EN'.- OF PUBLIC WORKS r� AT r� PLAN PROFILE CA r. 1OL I CHOW SHORT PLAT DESIGNED: JJJ I DATE: 2/ 00 - -..._ -- -- -- FI�a r I w -�aurv� DRAWN: DGL -- -- CHECKED: JJJ SCALE: 1 " =20- FIELD BOOK: PAGE: APPROVED` oR ar issue �reRKi SHEET: Jr' OF 7 N O rn 1 o N o � o ,b a 1 � N ® h'1 4� (n ` { �1 'I I T I 1 w x d �\ ` M LOT 5 \ N G.P.E. \ {, J I -r -t WI 1, I N I \ \ P �`1 \ \ l � Q, u \ T.L. T T.L. \ 2 \ 1 SAN. SEW. ESM' - - \ 12 IV I L T / 4 "W 197.4' - PVC ©i1.1o% 3 / I 10 M 1 4_"12 "SD- 12 "SD R' A B -2� I 0'49" v� - +1S 89\ ' ' B -3 3 5.20 357.95' CO_ B�4 END ROAC ch �RIM.=67.00 SMH No. I -TYPE II -48" SSMH No. 2 -TYPE II -48" � ) I \\ I I I I I II I I I �N/ Ito t54J.Tb RIM EL. =90.46 i E. E)= 60.54 -IN zgyz 2.41 / I.E. 6"%)=8466-IN V I I I LE.�N -S)= 60.34 - EXIST I I.E. 8 "=8246 -OUT if I CONTRACTOR TO VERIFY LjCPT,0N, DEPTH 03 Ib�152 �1 &) I & IPE TYPE PRIOR TO 1O D RCNG O o 17-5'944 7 I I I l �MA�TERIAI..� & CONSTRU'TI ?N1 1 ° ° ° ° EX. SSMH CD RIM EI_. =63.41 LE 8 "(N)= 57.8 -IN I.E. 8 "(E)= 57.9 -IN I.E. 8 "(S)= 57.7 -OU i inn E 12992t34.0 E -= h F\ 0 F E ,0 = 4S � '' `� i 7 R= 45100 L =4.49 344.38\ SOUTHERN U IT OF WETLAND BODARY• A -3 A -2 ( N 14"CH LOT 3 LOT 2� LOT 1 r O T.L. 6" PVC\SDR 35 IDE L. SEWER @ ' 'f0% N. x 3' 1 +06 _(TYP EA Lb I.E.= 79.6 17' . =72. 1 I 1 \ I m Ic N I = I i i I I I I r I \ 1, �I �I I 24-"CH PP ' M v v M_H. 1x 17' II I.E. =83.0 C@ E , OF s'-zz I C ° 1 ` ➢ Gi I 6T °0 0 °o + m D; i a0 1 U) C) W 100 � o z ga p.L ATE 90 t, . - 90 G 8 21 0 96 80 - -- - -- -- - - - -T _ _ _ -SAO WP p1N STA. 1 +93.16, 1.00'RT. T 12' TER t7 SSMH No. 2 -TYPE II -48" i 4 p'1' 10% RIM EL. =90.46 70 ,/ LLJJ�i PvC ®11. LE. 8 "�W)) 82.466 OUT I 70 8' -- - - - - - - -- - _ � - 19"1.4 STN It 2 _ - 1 5 RM 1 -6 "xG V. FL(MJ)FL) �10 1 -8 "x4' REDUCER (PExMJ) i 1 -4" G V. (PExMJ) 60 Sin 2 *55 CONIC. LOCKING 60 �- -z" Btow -oF HYDRANT ASSEMBLY STA. 3 +90.52 1.00'RT_ I- CCXIC- EkZCV -t"G SSMH No. 1 -TYPE I1 -48" RIM EL. =67.00 I.E. 8" E)= 60.54 -IN STa 0401 50 I.E. 8 "�N -S)= 60.34 - EXIST. 19"Y19" FL) 50 TAPPINr TIFF 1 -8" TAPPING IG.V. W/ VALVE BOX (FLxrn3) CONTRACTOR TO VERIFY LOCATION, DEPTH CONC. BLOCKING & PIPE TYPE PRIOR TO ORDERING OF CONTRACTOR 13, VERIFY LOCATION, DEPTH MATERIALS & CONSTRUCTION & PIPE TYPE F RIOR TO ORDERING OF 40 p MATERIALS & CONSTRUCTION 40 O CD N O O N .-- t� r7 Do O N oo Dj Cp to 'i O] I 3 +00 2 +00 1 +00 J. P� of WASH/ C L. rsO 1 "` PRIVATE ROAD SCALE: 1" = 20' HORZ. 1" = 10' VERT. DoT 20734 F RFGIsTE \� S� /ONAL r EXPIRES: 3/1/2002 - NO. REVISION GY APPR. i SANITARY SEWER NOTES & SPECIFICATIONS I I - I 1. All work materials shall be in confomm. oc with the standards and specifications of We City of Renton and the latest rrT I �I edition ofthe WSDOT /APWA Standards and Specifications. n N I 0 2 i\ 2. The hours of work in the street riglrtbf- -way shall be limited l0 8:30 a.m. l0 3:30 p.,11. on weekdays unless otherwise ➢ N approved in writing by die Transportation Division at 277 -0222. All strcel closures, partial or full, shall be approved \ by the Transportation Division 24 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance. )3 r \ \I l I \ I \ 3., All construction shall be in accordance wilh "Standard Specifications for Municipal Public Works Construction" I \ \ prepared by Washington Stale Chapter American Public Works Association, latest edition (APWA) and City of N Renton Standard Specifications. O 4. All locations of existing utilities shovm arc approximate and it shall be the contractor's responsibility to verify the We \ TT �EX. I SD M H and correct location so as to avoid damage or disturbance. �.� IRIM EL. =100. 1 I.E. I(N)= 95.3' A prcconsWCtion conference and a 24 hour notice shall be required prior to starting new construction It shall be the FULL OF DEBRIS contractor's responsibility to secure all necessary permits prior to starting cons(ruction. (inspection will be accom lished b a re rescitntive of Ole City of Renton. It shall be tie contractors responsibility to notify We City -p I NO TLET SEEN Inspector 24 hours in advance of backfilling all construction. II I o 6. C.ontractor•is solely respolsiblc for We means, methods add sequences of construction add for tic safety of workers + \ and others on the construction site. 7. It shall be Ore responsibility of the contractor to obtain stmt use and any other related permits prior to any °O III \ \ \ \ construction. c WWWI �` I 1r I 8. Plaus approved by the City of Renton, Development Services Division, shall take precedence over all other plans. 9. A copy of these approved plans must be on We job site whenever construction is in progress. i10. TTIc contractor shall provide the City of Renton with Do as -built drawing of the sanitary' sewer system which has bah O I I stamped and signed by a licensed professional engineer or licensed professional surveyor. cn I ' r I 1 I. Dackfll shall be placed equally on both sides of the pipe in layers with a loose average depth of (, m_t cs , nlaxinwm \ depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. Thcsc compacted layers must extend for one pipe diameter on each side of We pipe or to die side of the trench. Materials to complete the 611 over Ipipe shall be the same as described. } \ 12. Oper cut road crossings for utility trenches on existing traveled roadway shall be backfhlled with crushed rock and Lp mceleanimlly compecied. Cuts into the existing asphalt shall be nmtline cut with saw in a continuous line. A I f ` farporary mix patch must be placed immediately idler backfll and compaction. A pemuvrent hot mix patch shall be 1 I I placed within 10 days and shall be per City of Renton current standards. Ii II: Datum shall be City of Renton, U.S.C. and G.S. \ I{7. All disturbed areas shall be seeded and mulched or otherwise stabilisd to the salisfaction of the Department for the II prevention of on -site erosion a0cr the completion of construction. \ J5. All pipe and appurtenances shall be laid on a properly prepared foundation nn accordance with Section 7- 02.30) of I I the current State of Washington Slandard Specifications for Road and Bridge Construction. This shall include \ 1 +0 PRIV' RD necessary leveling of the trench bottom or Uhc lap or the foundation nutcrial as well as placement and compaction of ° 1 0 0 (TA( BOT D) required bedding material to uniform grade so that the entire length of the pipe will be supported ou a uniformly dense I unyicid" base. Pipe bedding shall be pea gravel 6" above mid below the pipe. 0 ➢ � I 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gaskctal ASTM D 3034, SDR 35, or ductile iron class 50. m 17. In unimproved areas, manhole to extwd minimum 6 inch mid maximum 18 inch above finished grade. In paved area, Z I I o II I I I_ cover must slope in all directions to match paving. _ .. . m m !I I I O = II II II , z I ➢ m III CD 3d' I II III I o o o � -P NOTE SANITARY SEWER MANHOLES SHALL HAVE ALL INi SURFACES• INCLUDING CHANNELING, COATED (SEA. WITS' A HIGH SOLIDS URETHANE COATING; IYASS_R MC- CONSEA._ OR APPROVED EQUAL; CCL OR O.- COATING SHALL BE WHITE. MORTAR N 89'55'56- W 2659.44(TCA) - FILLET N 89'56'56' W 2659.98 (KC) rl 89'56.43' W 2659.31 ML N 89'57'45- W 2659.30 JAI N 89'56'09' W 2659.301 ESM) " F9'58'0e -_w 2659.31 ft) C ^^ w�_-ai mI ) I S. 8V HI IW�Ww SANITARY MANHOLE TYPICAL, DETAIL l I fn n l N ! No SCALE zI I zzzz 2665.71 (H A) N 89'38'18' W \ 30 , 3 /B /95ADDE➢ NOTE EDI- -E%' IDCV AG DAT' PEV!SIO\ 81' IAPPR' 49.80 664.86 (IId1A) I N 899'33' IN u32.4i (ITa<A� hly 12).91 13N 89 0*49' IN 2664.02 It- GR N 8920'49' W I 2661.021 I� W � zo 0 10 .,r�i n htx I N N FOUND 2' IP MTN W. X00 z n z z z= %PLUG (NO TACK) 1331.R._( NhA) N 901'18 W 2562.40 IIAA I N 89-01'19' W 2662.40 (ESM) N 89'0758' W 2663.50 (JAI) Q( -I 1 Rat_ DIAGRAN� T� DEPARTN4 CASTING INLAND FDRY DR EQUAL. PT. ,'714 SEE DETAIL 5.1.4. ADJUSTMENT (4" MIN.) CONE MORTAR JOINTS STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.. OR APPROVED EQUAL. MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. ENGINEER: JAEGER ENGINEERING 9419 South 204th Place Kent, 111A. 98031 Phone No. (206) 850 -0934 DATE Fax No. (253) 850 -0155 SANITARY MANHOLE TYPICAL DETAIL. O�`VY ADOPTED CITY OF RENTON �- Standard plane N'C L"T DATE: 3 /8/95 DWG. NAME: BR28 SP PAGE: B071 AFI1IC SCALE 20 40 80 1 ( IN FEET ) inch = 20 ft. C) F � 1E 111T J L O 11-T EN'.- OF PUBLIC WORKS r� AT r� PLAN PROFILE CA r. 1OL I CHOW SHORT PLAT DESIGNED: JJJ I DATE: 2/ 00 - -..._ -- -- -- FI�a r I w -�aurv� DRAWN: DGL -- -- CHECKED: JJJ SCALE: 1 " =20- FIELD BOOK: PAGE: APPROVED` oR ar issue �reRKi SHEET: Jr' OF 7 N O rn 1 o N o � o ,b a 1 � N ® h'1 4� 3 +00 2 +00 1 +00 J. P� of WASH/ C L. rsO 1 "` PRIVATE ROAD SCALE: 1" = 20' HORZ. 1" = 10' VERT. DoT 20734 F RFGIsTE \� S� /ONAL r EXPIRES: 3/1/2002 - NO. REVISION GY APPR. i SANITARY SEWER NOTES & SPECIFICATIONS I I - I 1. All work materials shall be in confomm. oc with the standards and specifications of We City of Renton and the latest rrT I �I edition ofthe WSDOT /APWA Standards and Specifications. n N I 0 2 i\ 2. The hours of work in the street riglrtbf- -way shall be limited l0 8:30 a.m. l0 3:30 p.,11. on weekdays unless otherwise ➢ N approved in writing by die Transportation Division at 277 -0222. All strcel closures, partial or full, shall be approved \ by the Transportation Division 24 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance. )3 r \ \I l I \ I \ 3., All construction shall be in accordance wilh "Standard Specifications for Municipal Public Works Construction" I \ \ prepared by Washington Stale Chapter American Public Works Association, latest edition (APWA) and City of N Renton Standard Specifications. O 4. All locations of existing utilities shovm arc approximate and it shall be the contractor's responsibility to verify the We \ TT �EX. I SD M H and correct location so as to avoid damage or disturbance. �.� IRIM EL. =100. 1 I.E. I(N)= 95.3' A prcconsWCtion conference and a 24 hour notice shall be required prior to starting new construction It shall be the FULL OF DEBRIS contractor's responsibility to secure all necessary permits prior to starting cons(ruction. (inspection will be accom lished b a re rescitntive of Ole City of Renton. It shall be tie contractors responsibility to notify We City -p I NO TLET SEEN Inspector 24 hours in advance of backfilling all construction. II I o 6. C.ontractor•is solely respolsiblc for We means, methods add sequences of construction add for tic safety of workers + \ and others on the construction site. 7. It shall be Ore responsibility of the contractor to obtain stmt use and any other related permits prior to any °O III \ \ \ \ construction. c WWWI �` I 1r I 8. Plaus approved by the City of Renton, Development Services Division, shall take precedence over all other plans. 9. A copy of these approved plans must be on We job site whenever construction is in progress. i10. TTIc contractor shall provide the City of Renton with Do as -built drawing of the sanitary' sewer system which has bah O I I stamped and signed by a licensed professional engineer or licensed professional surveyor. cn I ' r I 1 I. Dackfll shall be placed equally on both sides of the pipe in layers with a loose average depth of (, m_t cs , nlaxinwm \ depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. Thcsc compacted layers must extend for one pipe diameter on each side of We pipe or to die side of the trench. Materials to complete the 611 over Ipipe shall be the same as described. } \ 12. Oper cut road crossings for utility trenches on existing traveled roadway shall be backfhlled with crushed rock and Lp mceleanimlly compecied. Cuts into the existing asphalt shall be nmtline cut with saw in a continuous line. A I f ` farporary mix patch must be placed immediately idler backfll and compaction. A pemuvrent hot mix patch shall be 1 I I placed within 10 days and shall be per City of Renton current standards. Ii II: Datum shall be City of Renton, U.S.C. and G.S. \ I{7. All disturbed areas shall be seeded and mulched or otherwise stabilisd to the salisfaction of the Department for the II prevention of on -site erosion a0cr the completion of construction. \ J5. All pipe and appurtenances shall be laid on a properly prepared foundation nn accordance with Section 7- 02.30) of I I the current State of Washington Slandard Specifications for Road and Bridge Construction. This shall include \ 1 +0 PRIV' RD necessary leveling of the trench bottom or Uhc lap or the foundation nutcrial as well as placement and compaction of ° 1 0 0 (TA( BOT D) required bedding material to uniform grade so that the entire length of the pipe will be supported ou a uniformly dense I unyicid" base. Pipe bedding shall be pea gravel 6" above mid below the pipe. 0 ➢ � I 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gaskctal ASTM D 3034, SDR 35, or ductile iron class 50. m 17. In unimproved areas, manhole to extwd minimum 6 inch mid maximum 18 inch above finished grade. In paved area, Z I I o II I I I_ cover must slope in all directions to match paving. _ .. . m m !I I I O = II II II , z I ➢ m III CD 3d' I II III I o o o � -P NOTE SANITARY SEWER MANHOLES SHALL HAVE ALL INi SURFACES• INCLUDING CHANNELING, COATED (SEA. WITS' A HIGH SOLIDS URETHANE COATING; IYASS_R MC- CONSEA._ OR APPROVED EQUAL; CCL OR O.- COATING SHALL BE WHITE. MORTAR N 89'55'56- W 2659.44(TCA) - FILLET N 89'56'56' W 2659.98 (KC) rl 89'56.43' W 2659.31 ML N 89'57'45- W 2659.30 JAI N 89'56'09' W 2659.301 ESM) " F9'58'0e -_w 2659.31 ft) C ^^ w�_-ai mI ) I S. 8V HI IW�Ww SANITARY MANHOLE TYPICAL, DETAIL l I fn n l N ! No SCALE zI I zzzz 2665.71 (H A) N 89'38'18' W \ 30 , 3 /B /95ADDE➢ NOTE EDI- -E%' IDCV AG DAT' PEV!SIO\ 81' IAPPR' 49.80 664.86 (IId1A) I N 899'33' IN u32.4i (ITa<A� hly 12).91 13N 89 0*49' IN 2664.02 It- GR N 8920'49' W I 2661.021 I� W � zo 0 10 .,r�i n htx I N N FOUND 2' IP MTN W. X00 z n z z z= %PLUG (NO TACK) 1331.R._( NhA) N 901'18 W 2562.40 IIAA I N 89-01'19' W 2662.40 (ESM) N 89'0758' W 2663.50 (JAI) Q( -I 1 Rat_ DIAGRAN� T� DEPARTN4 CASTING INLAND FDRY DR EQUAL. PT. ,'714 SEE DETAIL 5.1.4. ADJUSTMENT (4" MIN.) CONE MORTAR JOINTS STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.. OR APPROVED EQUAL. MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. ENGINEER: JAEGER ENGINEERING 9419 South 204th Place Kent, 111A. 98031 Phone No. (206) 850 -0934 DATE Fax No. (253) 850 -0155 SANITARY MANHOLE TYPICAL DETAIL. O�`VY ADOPTED CITY OF RENTON �- Standard plane N'C L"T DATE: 3 /8/95 DWG. NAME: BR28 SP PAGE: B071 AFI1IC SCALE 20 40 80 1 ( IN FEET ) inch = 20 ft. C) F � 1E 111T J L O 11-T EN'.- OF PUBLIC WORKS r� AT r� PLAN PROFILE CA r. 1OL I CHOW SHORT PLAT DESIGNED: JJJ I DATE: 2/ 00 - -..._ -- -- -- FI�a r I w -�aurv� DRAWN: DGL -- -- CHECKED: JJJ SCALE: 1 " =20- FIELD BOOK: PAGE: APPROVED` oR ar issue �reRKi SHEET: Jr' OF 7 N O rn 1 o N o � o ,b a 1 � N ® h'1 4� m m !I I I O = II II II , z I ➢ m III CD 3d' I II III I o o o � -P NOTE SANITARY SEWER MANHOLES SHALL HAVE ALL INi SURFACES• INCLUDING CHANNELING, COATED (SEA. WITS' A HIGH SOLIDS URETHANE COATING; IYASS_R MC- CONSEA._ OR APPROVED EQUAL; CCL OR O.- COATING SHALL BE WHITE. MORTAR N 89'55'56- W 2659.44(TCA) - FILLET N 89'56'56' W 2659.98 (KC) rl 89'56.43' W 2659.31 ML N 89'57'45- W 2659.30 JAI N 89'56'09' W 2659.301 ESM) " F9'58'0e -_w 2659.31 ft) C ^^ w�_-ai mI ) I S. 8V HI IW�Ww SANITARY MANHOLE TYPICAL, DETAIL l I fn n l N ! No SCALE zI I zzzz 2665.71 (H A) N 89'38'18' W \ 30 , 3 /B /95ADDE➢ NOTE EDI- -E%' IDCV AG DAT' PEV!SIO\ 81' IAPPR' 49.80 664.86 (IId1A) I N 899'33' IN u32.4i (ITa<A� hly 12).91 13N 89 0*49' IN 2664.02 It- GR N 8920'49' W I 2661.021 I� W � zo 0 10 .,r�i n htx I N N FOUND 2' IP MTN W. X00 z n z z z= %PLUG (NO TACK) 1331.R._( NhA) N 901'18 W 2562.40 IIAA I N 89-01'19' W 2662.40 (ESM) N 89'0758' W 2663.50 (JAI) Q( -I 1 Rat_ DIAGRAN� T� DEPARTN4 CASTING INLAND FDRY DR EQUAL. PT. ,'714 SEE DETAIL 5.1.4. ADJUSTMENT (4" MIN.) CONE MORTAR JOINTS STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.. OR APPROVED EQUAL. MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. ENGINEER: JAEGER ENGINEERING 9419 South 204th Place Kent, 111A. 98031 Phone No. (206) 850 -0934 DATE Fax No. (253) 850 -0155 SANITARY MANHOLE TYPICAL DETAIL. O�`VY ADOPTED CITY OF RENTON �- Standard plane N'C L"T DATE: 3 /8/95 DWG. NAME: BR28 SP PAGE: B071 AFI1IC SCALE 20 40 80 1 ( IN FEET ) inch = 20 ft. C) F � 1E 111T J L O 11-T EN'.- OF PUBLIC WORKS r� AT r� PLAN PROFILE CA r. 1OL I CHOW SHORT PLAT DESIGNED: JJJ I DATE: 2/ 00 - -..._ -- -- -- FI�a r I w -�aurv� DRAWN: DGL -- -- CHECKED: JJJ SCALE: 1 " =20- FIELD BOOK: PAGE: APPROVED` oR ar issue �reRKi SHEET: Jr' OF 7 N O rn 1 o N o � o ,b a 1 � N ® h'1 4�