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Home My WebLink AboutS-297701l O a � 42_ to C4 ® 42, W C^4 42 42C V w W 416 4M 417 c 4'6 �z 0 0 M � � oa v rn' a a - �eK WGIT1 =' FILL Rn/D CDtnPA= TfiE ROAD R¢'i:.: W- Ta FIN 15H CGRRD E PRIOR Tit EXCA'0A -TI0! i OZ- THE 11i5TALLATI01� OF TN4= WA1F3. MlrrA1 �i kt4V F1Ri_ WYDRRt.1T.' �; R a 7 to ti O O rN A PORTION OF THE NW 1/4, SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. SANITARY SEWER NOTES do SPECIFICATIONS 1. All work materials shall be in conformance with the standards and a W O � � Q � N '3 2 '0 9 8 ,7 6 LfUU 1 tVV U-rUU SSMH No. 2 (SHALLLON% PRIVATE ROAD /DRIVEWAY PROFILE ®0HONo 1_�TYPE „ -48 MH TYPE B -C171Y STD. B072) SCALE., HORIZ: 1' = 20' RIM: 423.0 + 1- (MATCH GRADE) 0 2 +30 /SEF_ Der VERT.: I • = 2' lE." 415.9 (EX, N &S) RIM: 421.45 \ �. '7 �� 1E. 416.0 (NEW IV) 1E.' 417.15 (E) -x -x. 302.34' N8T33,55'{N- X-- X- �yt- -X X- 9t�X -7'X 75.585' / x- -x--- _ � 'i 75.585'!. 4 <'�, i -,��- BS' x r- •:�x��x�x specifications of the City of Renton and the latest edition of the WSDOT /APWA Standards and Specifications. 2. The hours of work in the street right -of -way shall be limited to 8 :30 a.m. FOUND CONC. MON IN CASE to 3:30 p.m. on weekdays unless otherwise approved in writing by the (BRASS CAP W /PUNCH) THIS N • If I VZI' 7.415 Transportation Division at 277 -6222. All street closures, partial or full, shall SURVEY,- CITY OF RENTON 1,313,542.S&I be approved by the Transportation Division 24 hours in advance. The Police CONTROL MONUMENT / 1803 VISITED 12 -1998 Department, Fire Department, and 911 shall be notified 24 hours in advance. 3. All construction s`nalf be in accordance with "Standard jPeci`n -I.n5 for FOUND CONCRETE MON 11 CASE Municipal' Public Works Construction" prepared by Washington State Chapter (BRASS CAP W /PUNCH) THIS SURVEY American Public Works Association, latest edition (APWA) and City of Renton J PEP. PLAT OF SUMMER- DIV. N 1 Standard Specifications. (INTERSECTION OF NE 21ST ST. AND P DUVALL AVE. NE).. WSRED 12 -1998 I ^ 4. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. S 5. A preconstruction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractors responsibility to Q secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the City Inspector 24 hours . in advance of Yg backfilling all construction. 6. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction e site. 7. It shall be the responsibility of the contractor to obtain street use and a. gg any other related permits prior io any construction. B. Plans approved by the City of Renton, Development Services Division, shall take precedence over all other plans. 3 \-FOUND CONG MON IN CASE s 9. A copy of these approved plans must be on the job site whenever ( BPASS CAP W /PUNCH) THIS rte. 106, IF44.4675 construction is in progress. SURVEY.- CITY OF RENTON E: I ,313, 525. 447.9 10. The contractor shall provide the City of Renton with an as -built drawing CONTROL MONUMENT j' 154 1 of the sanitary sewers system which has been stamped and signed b a ELEV= 426.409 FEET NA✓D8B Y ys P 9 Y vsnrD 12 -1998 licensed professional engineer or licensed professional surveyor. CONTROL DIAGRAM 11. Backfill shall be placed equally on both sides of the pipe in layers with o FOUND CONC. MON IN CASE SCALE 1• = 100' (BRASS CAP W /PUNCH) THIS loose average depth of 6 inches, maximum depth of 8 inches, thoroughly SURVEY,- CITY OF RENTON �� 7 7 ®® '- / tamping each layer to 95 percent of maximum density. These compacted �L'AIO MONUMENT / 1996 �Cpn�h layers must extend for one pipe diameter on each side of the pipe or to the J side of the trench. Materials to complete the fill over pipe shall be the some as described. r iR� Sl�ftInLKLF".R SYSTE.4� N 12, Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted. Cuts into I. A Rf51DEµTTAL FIRE- ',SiizlrlK:l -FR SfSlE1� the existing asphalt shall be neatline cut with saw in a continuous, line. A temporary mix patch must be placed immediately after backfill and 12FG�UIREJ7 FoR WTI �3 9ND4 • compaction. A permanent hot mix patch shall be placed within 10 days and epl. shall '.be per City of Renton current standards. IE O 2. Ti DEVEL01PE42 M Y L9ST Iw THE 13. Datum shall be City of Renton, U.S.C. and G.S. �I MININIL'M SI'zE OF THE. DDFAESTIC• W147iR 14. All disturbed areas shall be seeded and mulched or otherwise stabilized to _ �� X M LOT W A F(RE �jRiMK f2 the satisfaction of the Department for the prevention' of on -site erosion after C QF.S{DftlTtfi nilE/ S4tlirltler 75582' D the completion of construction. SeS�(a1 ((E6I4AIL[b itch ` 3 L,4 i' \ LOT $ 3I ., t�51C*4BK PRIOR Tb THF- I- SIA.LLATI041 OP 714E 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 LOT 3' - - - N -F 422.0 LOT 6 La ` WA6-e(z '5ERvlc,F.. 5TV5 � M T-Z O g W * / - �., LOT �i i �� -- MIN FFE 422 -0',. �'� �1 wJ RAN MuSr S>= Standard Specifications for Road! and Bridge Construction. This shall include MIN FFE: 422.0' v 3. A SFPAAPAT€ FIRI= t necessary leveling of the trench ,bottom or the top of the foundation material - / MIN FFE: 422.0' 4. CAPTMJ)�1�tt- welitf li.� '•,� 6" PVC' SDR 35 Tt3 TbN FIRE DEPT '.1�R REWEW MxO as well as locement and compaction ofrequired bedding material to uniform T.R. `,- @ MH W-, 18S,`11so. 1375 x24' E' 1,3ia,lelal.1s57- IE: 417.25 a SSMH No. 2 (SHALLLOW MH TYPE B -CITY STD. 8072) 0 2 +25 (sse Der' RIM: 421.45 SKr. 71 lE' 417.15 (E) 10' 75.59' F-, N '26 W 2- BLOW'OFFrASSY. 'H�c,4/2_9ZJ5 `•J�MflT6U REN P - SIDE SEWER 5�7t II13Gr b E. 1. 3�&n.3aa �I PEKMI?71Nb PKIOR 7o IIJ3�PLLliTlmrJ OF THE- SPRIwp�R grade so that the entire length of the pipe will be supported on a uniformly i 0 2.0 %'MIN - Stf 1 BAC LtAn/ PR£VENT70W DEVICE- tM3I3tf dense' unyielding base. Pipe bedding shall be pea gravel 6" above and below T.R. T49 (TYP. EA LOT) 00+73 P P @ 1 +69 @ CHEGlc VALVe PSSEMBLI !S REQUIRED Fti2 EAC }I 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM x24' x2 * ` t5EE 'KBE 1) x28' BVttDIIAG. D 3034, SDR 35, or ductile iron class 50. (4) 1 "� WATER METERS �,. Do O_ IE: 417.33 I IXi 417.23 FSQR LDTS ER M 5� I IE: 416 -92 END Pt?.tT tix '. N= 188,95 22Z 17. In unimproved areas, manhole to extend minimum 6 inch and maximum IL Tw p {3> 12'tI 6 / DO I\ 1,313, egl•45 18 inch above finished grade. In paved area, cover must slope in all a199 PRIV. ROAD ESMT. -� directions to match paving. 31ts <eRr• � ` SSMH No. 1 (TYPE 11 -48 ESMTSAM SEWER MH x0 RIM: \423.0+/- (MATCH GRADE) TYp TYP ASHPALT SURF. ESMT IE.- 415.9 (EX, N &S) CASTING INLoND FDRY ^1 '` t 1E.- 41'6.0 (NEW,W) OR EQUAL. f7t4 . N j TYP 0' PUBLIC `, 4• SEE DETAIL 5.1.4. 230' -8" PVC, @ 0 -V x- x- x- x-- x- x- x -x -x -z T.L. 130.45' is @ MH X I x5' (@ P.L.) I i x IE: 417.25 � TTE� Ij�P�P 162 O i I EXISTING 8" D.I. WATER MAIN (W -0480) W GRAPHIC SCALE 20 0 10 20 : 40 80 ( IN FESP ) 1 inch = 20' ft. - d7 -Jy�7 r 89.05' O 0 o6 T.L. c" PROPOSED; GRADE 0 �OUTH EDGE OF PAVEMhIT - `% OIO 0 DEPTH AND TYPE OF EXISTING O ry' FIRE HYDRAN � ASSEMBLY SEWER MAIN PRIOR TO ORDERING CONE LOT 1 OF MATERIALS AND CONSTRUCTION. EX1STlNG GRADE 0 NEW PROF. LINE \� 4 MORTAR JOINTS _+ 0 00+42 ! 1 X. X -_ X�X- MIN. PRECAST SECTION I i SANITARY SEWER STEPS - 3/4° ,DEFORMED BAR I I O MANHOLES SHALL HAVE 0.82% STEPS SHALL BE INCLUDED 1 � 4 ALL INTERIOR SURFACES 6 -1/2" of I ° : INLCLUDING CHANNELING COATED (SEALED) WITH A Z 48' CONCRETE BASE BY PIPE INC., OR APPROVED EQUAL. (n ` LOT I HIGH SOLIDS URETHANE Zn MIN FFE: 22.0' O I\- I �) I COATING, (WHITE). WASSER a .Vµ% 18e ffi7o.45z� �\ ' rnIZ W MC- CONSEAL OR 1z (TYP) PIPE 'I € 1,313; T97• $I2 �I, APPROVED EQUAL MAX. SIZE - 21" I.D. I I I I 4 4 -- i -8" PVC 0.5% w T '3 2 '0 9 8 ,7 6 LfUU 1 tVV U-rUU SSMH No. 2 (SHALLLON% PRIVATE ROAD /DRIVEWAY PROFILE ®0HONo 1_�TYPE „ -48 MH TYPE B -C171Y STD. B072) SCALE., HORIZ: 1' = 20' RIM: 423.0 + 1- (MATCH GRADE) 0 2 +30 /SEF_ Der VERT.: I • = 2' lE." 415.9 (EX, N &S) RIM: 421.45 \ �. '7 �� 1E. 416.0 (NEW IV) 1E.' 417.15 (E) -x -x. 302.34' N8T33,55'{N- X-- X- �yt- -X X- 9t�X -7'X 75.585' / x- -x--- _ � 'i 75.585'!. 4 <'�, i -,��- BS' x r- •:�x��x�x specifications of the City of Renton and the latest edition of the WSDOT /APWA Standards and Specifications. 2. The hours of work in the street right -of -way shall be limited to 8 :30 a.m. FOUND CONC. MON IN CASE to 3:30 p.m. on weekdays unless otherwise approved in writing by the (BRASS CAP W /PUNCH) THIS N • If I VZI' 7.415 Transportation Division at 277 -6222. All street closures, partial or full, shall SURVEY,- CITY OF RENTON 1,313,542.S&I be approved by the Transportation Division 24 hours in advance. The Police CONTROL MONUMENT / 1803 VISITED 12 -1998 Department, Fire Department, and 911 shall be notified 24 hours in advance. 3. All construction s`nalf be in accordance with "Standard jPeci`n -I.n5 for FOUND CONCRETE MON 11 CASE Municipal' Public Works Construction" prepared by Washington State Chapter (BRASS CAP W /PUNCH) THIS SURVEY American Public Works Association, latest edition (APWA) and City of Renton J PEP. PLAT OF SUMMER- DIV. N 1 Standard Specifications. (INTERSECTION OF NE 21ST ST. AND P DUVALL AVE. NE).. WSRED 12 -1998 I ^ 4. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. S 5. A preconstruction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractors responsibility to Q secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the City Inspector 24 hours . in advance of Yg backfilling all construction. 6. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction e site. 7. It shall be the responsibility of the contractor to obtain street use and a. gg any other related permits prior io any construction. B. Plans approved by the City of Renton, Development Services Division, shall take precedence over all other plans. 3 \-FOUND CONG MON IN CASE s 9. A copy of these approved plans must be on the job site whenever ( BPASS CAP W /PUNCH) THIS rte. 106, IF44.4675 construction is in progress. SURVEY.- CITY OF RENTON E: I ,313, 525. 447.9 10. The contractor shall provide the City of Renton with an as -built drawing CONTROL MONUMENT j' 154 1 of the sanitary sewers system which has been stamped and signed b a ELEV= 426.409 FEET NA✓D8B Y ys P 9 Y vsnrD 12 -1998 licensed professional engineer or licensed professional surveyor. CONTROL DIAGRAM 11. Backfill shall be placed equally on both sides of the pipe in layers with o FOUND CONC. MON IN CASE SCALE 1• = 100' (BRASS CAP W /PUNCH) THIS loose average depth of 6 inches, maximum depth of 8 inches, thoroughly SURVEY,- CITY OF RENTON �� 7 7 ®® '- / tamping each layer to 95 percent of maximum density. These compacted �L'AIO MONUMENT / 1996 �Cpn�h layers must extend for one pipe diameter on each side of the pipe or to the J side of the trench. Materials to complete the fill over pipe shall be the some as described. r iR� Sl�ftInLKLF".R SYSTE.4� N 12, Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted. Cuts into I. A Rf51DEµTTAL FIRE- ',SiizlrlK:l -FR SfSlE1� the existing asphalt shall be neatline cut with saw in a continuous, line. A temporary mix patch must be placed immediately after backfill and 12FG�UIREJ7 FoR WTI �3 9ND4 • compaction. A permanent hot mix patch shall be placed within 10 days and epl. shall '.be per City of Renton current standards. IE O 2. Ti DEVEL01PE42 M Y L9ST Iw THE 13. Datum shall be City of Renton, U.S.C. and G.S. �I MININIL'M SI'zE OF THE. DDFAESTIC• W147iR 14. All disturbed areas shall be seeded and mulched or otherwise stabilized to _ �� X M LOT W A F(RE �jRiMK f2 the satisfaction of the Department for the prevention' of on -site erosion after C QF.S{DftlTtfi nilE/ S4tlirltler 75582' D the completion of construction. SeS�(a1 ((E6I4AIL[b itch ` 3 L,4 i' \ LOT $ 3I ., t�51C*4BK PRIOR Tb THF- I- SIA.LLATI041 OP 714E 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 LOT 3' - - - N -F 422.0 LOT 6 La ` WA6-e(z '5ERvlc,F.. 5TV5 � M T-Z O g W * / - �., LOT �i i �� -- MIN FFE 422 -0',. �'� �1 wJ RAN MuSr S>= Standard Specifications for Road! and Bridge Construction. This shall include MIN FFE: 422.0' v 3. A SFPAAPAT€ FIRI= t necessary leveling of the trench ,bottom or the top of the foundation material - / MIN FFE: 422.0' 4. CAPTMJ)�1�tt- welitf li.� '•,� 6" PVC' SDR 35 Tt3 TbN FIRE DEPT '.1�R REWEW MxO as well as locement and compaction ofrequired bedding material to uniform T.R. `,- @ MH W-, 18S,`11so. 1375 x24' E' 1,3ia,lelal.1s57- IE: 417.25 a SSMH No. 2 (SHALLLOW MH TYPE B -CITY STD. 8072) 0 2 +25 (sse Der' RIM: 421.45 SKr. 71 lE' 417.15 (E) 10' 75.59' F-, N '26 W 2- BLOW'OFFrASSY. 'H�c,4/2_9ZJ5 `•J�MflT6U REN P - SIDE SEWER 5�7t II13Gr b E. 1. 3�&n.3aa �I PEKMI?71Nb PKIOR 7o IIJ3�PLLliTlmrJ OF THE- SPRIwp�R grade so that the entire length of the pipe will be supported on a uniformly i 0 2.0 %'MIN - Stf 1 BAC LtAn/ PR£VENT70W DEVICE- tM3I3tf dense' unyielding base. Pipe bedding shall be pea gravel 6" above and below T.R. T49 (TYP. EA LOT) 00+73 P P @ 1 +69 @ CHEGlc VALVe PSSEMBLI !S REQUIRED Fti2 EAC }I 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM x24' x2 * ` t5EE 'KBE 1) x28' BVttDIIAG. D 3034, SDR 35, or ductile iron class 50. (4) 1 "� WATER METERS �,. Do O_ IE: 417.33 I IXi 417.23 FSQR LDTS ER M 5� I IE: 416 -92 END Pt?.tT tix '. N= 188,95 22Z 17. In unimproved areas, manhole to extend minimum 6 inch and maximum IL Tw p {3> 12'tI 6 / DO I\ 1,313, egl•45 18 inch above finished grade. In paved area, cover must slope in all a199 PRIV. ROAD ESMT. -� directions to match paving. 31ts <eRr• � ` SSMH No. 1 (TYPE 11 -48 ESMTSAM SEWER MH x0 RIM: \423.0+/- (MATCH GRADE) TYp TYP ASHPALT SURF. ESMT IE.- 415.9 (EX, N &S) CASTING INLoND FDRY ^1 '` t 1E.- 41'6.0 (NEW,W) OR EQUAL. f7t4 . N j TYP 0' PUBLIC `, 4• SEE DETAIL 5.1.4. 230' -8" PVC, @ 0 -V x- x- x- x-- x- x- x -x -x -z T.L. 130.45' is @ MH X I x5' (@ P.L.) I i x IE: 417.25 � TTE� Ij�P�P 162 O i I EXISTING 8" D.I. WATER MAIN (W -0480) W GRAPHIC SCALE 20 0 10 20 : 40 80 ( IN FESP ) 1 inch = 20' ft. - d7 -Jy�7 r ".ESML ! I 89.05' O 0 o6 T.L. c" @ 1 +39 k X24' ADJUSTMENT 4° MIN. IE: 417.18 OIO 0 DEPTH AND TYPE OF EXISTING O ry' FIRE HYDRAN � ASSEMBLY SEWER MAIN PRIOR TO ORDERING CONE LOT 1 ".ESML ! I " -i PL CONTRACTOR TO VERIFY LOCATION, I- AX ADJUSTMENT 4° MIN. j i 1,5' L DEPTH AND TYPE OF EXISTING �_ SEWER MAIN PRIOR TO ORDERING CONE OF MATERIALS AND CONSTRUCTION. T.L j \� j4"' MORTAR JOINTS _+ 0 00+42 ! 1 X. X -_ X�X- MIN. PRECAST SECTION x20' i IE: 416.611 i SANITARY SEWER STEPS - 3/4° ,DEFORMED BAR I I O MANHOLES SHALL HAVE STEPS SHALL BE INCLUDED 1 � ALL INTERIOR SURFACES 6 -1/2" of I ° : INLCLUDING CHANNELING COATED (SEALED) WITH A Z 48' CONCRETE BASE BY PIPE INC., OR APPROVED EQUAL. (n ` LOT I HIGH SOLIDS URETHANE Zn MIN FFE: 22.0' O I\- I �) I COATING, (WHITE). WASSER a .Vµ% 18e ffi7o.45z� �\ ' rnIZ W MC- CONSEAL OR 1z (TYP) PIPE 'I € 1,313; T97• $I2 �I, APPROVED EQUAL MAX. SIZE - 21" I.D. MIN FFE: 422 -0 ¢ 8x6 TEE MJxFL (n ! MORTAR : �' LADDER -STD: ALUMINUM. T -wM 6 GATE VALVE (FLxMJ) _ FILLET OR GALVANIZED STEEL FIRE HYDRANT ASSY. IO.Iry / / LOT I W I M Y r. CONTRETE SHELF \ 8'x4" REDUCER (PExFL) v~i (® 4" GATE VALVE (FLxMJ) W I CONC EXISTING LID . BLOCKING PRECAST BASE SECTION SrA to +35,, (o` /kT SAN SEWER M14 N 108,x.3775 OR CAST IN SHELF. RIM LEV: 422.01' E 1,3i3,9�9.38Z I.E. NdRTH: 415.51' ADOPTED �. EX. crrr or Rmrrox EX /STING .a _i / / / l"J. 91.41 FH f 611 e WIN. + sr. a., GRAVEL ROAD e n m x ! - - - Iff DAN 3/8/95 - . SANITARY MANHOLE TYPICAL DETAIL -��- W F'E _ DWG. NAME: BR28 SP PAGE: 6071 Cy STANDARDS NO SCALE ® EXISTING 8- D. I. WATER M\I� N ( g I - y NE 20th PLACE -- 1iz CF'TY OF REN°rON - DEPARTMENT. OF PUBLIC WORKS re3ia q P�� J JgFC uI WATER/SEWER PLAN & PROFILE sTA 4 +49.14 NE loth J A !F_c=,_;t6:R ENGINEERING KLNDALL COURT SHORT PLAT EXIST. WATER IMAI.Rl 2_' R 7 8 "x8" WET TAP(*6 , ksx C-t. ,pTy, 9419 South 204th Place DESIGNED: JJJ DATE: 11/12/01 FILE NAME: PROFILEDWG 8" GATE VALVE (FLxMJ) F3�i L � _s \o1 Ken f, WA. 98031 DRArm: JJJ scALE: r =zo' HORIZ FIELD P 2 8;' ABAPTISIRS (14j) Ire Phone No. 206 850 -0934 CHECKED, 1' =5' VERT c ) THRUST' BLOCKING E>wstES: 3 I nu REVISION BY APPF DATE '. FOX No. (253) '.SJ'= 0 -0155 APPROVED: _ ...'SHEET: 6 OF. 7 W-29,7761 CS-P97761 can. ... SCANNED SEP 1 3 2002 ., n 0;73E I, r