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HomeMy WebLinkAboutzS-2108SetSCALE. 1— 20' LOT 27 — M4" FF, = 277-1�' L 0 T 22 — W.— F.F, = 2;-2,96 LOT 23 - M;j, F:F, = 269,25 CONTIMAM ON SHT 12 OF' 27 MATCHL INE STA 6+6-3.'71 s-EE SHT 42 cF 27 j Nr \16= - cp . N - - =___ 04 15* SS EASEMENT 6 FEDACCESS + ST-A 6-16-p-AL-RT 21 -------- ----------- ------------------ --------- (\j 2) 2 N a I 117N F.F, 267.74' 1 MIN F.F. 255.1-9 MiN F.F. 252! 72' I +0) MIN F.F. 25.5.,30' !1 A4;N F.F. 7 klIN F.F� 253.07' 1 S: -9 T4 2 2- 42- Rt� SS STUB 5 TA 11 38* RT. O ST - ss lt�'SS SERVICE TEE STA 3-59. 30' RT. ss SER,�, lc�- 6--o Pvc r �rua ---------- 249.94 -------- 2' '[,E. .56737, 6 = 2.0n."mjm I.E. - 253.14 STA 4.�59. 301RT Typ, STA S3+S78 -30'RT STA ?+25, 30- R.- S 7t;,q Ss F- 1= LE=25210 I.E.=249.70 Y, Al lk a w— IN laip v I I N LT STA 3.99 5- LT. STA 3 +59 3 T ------ K�ENNE �W K�,Mf 5-9 5 LT E OE�7 ENNEW, K A STA 4.5:9, S TA R3- 5 9, 5' LT. A I I S 2.0�.- Mil. '2 0 SESS --S�J � -E I SS SERVICE �!2-0 KENNE W AIVE. NE P .4 2,nz.e -7-rF---252 4- 2-1 00 5'0Yh4 I.E, = 2f 78 3+00 + Ir 8-0 SD 5�00 -0 �? � It Q A T7 .'58LF 8 PVC S �8-02%:� ISSLF 8-0 1: 1 23 STA -5 26. 8.5' LT . 1 7w — -. - i-i - - 4- 139LF 8-0 PVC S S 00*29'38� w �77A 3.29, 5' LT. 19 SID STA 1-25 LT 15-�) SD:2� VICE TEE 4.74, 5* LT. SS SERVICE TEE I E 94 SS SERVICE TEE Milt --71 24a 0,7 _S9,07, STA 4+74. 30- LT. ST,4 3+99. 3o- LT STA 3+�29, 30' LT -;TA 2.61, -1- LT ss S LE��� SS _S7US SS S Lq�� - . , I STA 2.14;� - 6" SS SERVici-�T 4b-- SERVICE TEE I.E.= 259-57 1. E. = 233.47 LE.- 252.44 LE = 250.88 LE - 250-JI N 00'2928 E 150.04 L N — — — — — — — — — — — - n r -- — - - -- — — — — — — — — — — T-- u- F - - - -ET- T z- jy STA -5- 2,9-&G. 12' LT- I I S-74 —3-,73 5' 1-7 I sslvjh o 4 SSI/,H • 3 SERVICE TEE ss Ise VICIF -TEE RIM EL. = 278,28-0 1 pil✓ EL. = 26-C23 I.E. = 251 -38 J--E. 250,61 LE. = 2,64.22 IN I.E. = 261-45 IN MIN. F.F., 2,5,5.5C 24 = 2,64.12 OUT I I I.E. = 246J-35 OJT MIN. F.F- 25a33 I I MIN F.F. 267.9-1 25 11 26 S741 1_ J.1 5* LT 27 ssul-4 R dI Ee. 25Q-23 0 . MIN F-F. 263.24 MIN F.F. 256.7,5 MIN F.F. = 254.74 LE 4-A74 IN LE = 43.64 OUT BENCHMARK. R.R. SPIKE i.0' I-IF N FACE P. POLE WITH STREETLIGHT, S. SIDE DRIVEWAY TO HOUSE as 19/7 B.M. PAINTED YELLOW EL, = 299.73 Q) ------------ --------- -------- ------------------ ---------------- 00 GIN& N 0079'28° E 518.32' NOTE: Z MARK END LOCATION OF -':ZS STUB WITH WHITE PAINTED POST PER SIDE SEWER SEE SHT 13 OF 27 FOR SANITARY SEWER PROFILES DETAILS SHT 16 OF 27 MAINTAIN ;O" HORIZONTAL 'AS- BUILT" FROM FIELD SURVEY BY TOUMA ENGINEERS. NE. !/4 SEC. 5, TWN. 23 N., R. 5 E., VA/M. SEPARATION BETWEEN SIDE SEWERS & WATER SERVIC_S CITY OF RENTON 7ff7-c:)LjmA ENGINEERS DEPARTMENT OF PUBLIC WORKS AS -GUILT ", �',!VZWAY LOCATIONS ARE SHOWN CORRECTED SUNSET HILLS ON SHTS 2, 3, & 6 OF 27 IORMZRI-Y KENNY VUE SAN,T4RY SEWER PLAN F� r 0 a Tll E _'D DESIGNED: GJS DATE SEPT. 1991 _js-r�t".LT qz D DRAWN. CHECKED: W-a/ NO. REVISION BY APPR. DATE APPROVED: SHEET. / i oF.- 2 7 IA I I I I I AI I I I A I I I A I A I AL 7 Rim Z-L-. CUT • RiM cl " i I N.E. = 4 6UT 411111 CHANWECSSM4 FOR 2-6- SERVICES W/1' MIN, SEPARATION AT MH WALL, SCALE: 1" = 20' 651.59' N 0029*38" E - - v �v -- - - - - - - - - - - - - -- - - - - - MIN. F.F. = 269.00 MW F.F = 278,98 MIN, 274.246 STA X,46C, GO' SSS a (D MIN. F.F. = 282.e i5FAiCHMARK.- R-R.SPIKE I.O'UP N. FACE P. POLE WITH STREETLIGHT S. SIDE DRIVEWAY TO HOUSE * 1917, B.M. PAINTED YELLOW EL. = 299.73 3+00 XMIN. F-F- = 096.22k Z----STA 9+9350. 37 * S., j 3- LT - - - - - - - - - - - - - - - - - - - - - - - - - - - N SSS STL3 J.F- = 256.66' SiA O--qQ [----s 1, CB (D STA STA 8-11, 30- L.T. STUB STA 8-94 30' LT. SSS STtob LE =P7452'0 5-ER 0- \N 'ST LT A 7-75, j SS SERVI�'-- E- =274.CS' --T4 - 50'RT 2,57 0 I-E - -IZSS STI-e SSS T U (D i c (D I LE. = 254.83' , I = 2?6..G4 WKA*M V ss "4 iv -7 STA 9+91.50,5 SS SERVICE mac, MIN. F c" 1 1 E. I STA 0+17 -STA O. 5, 12' LT. I 25' SSS STUB 1p STA 9+93.50 sss S 25L-31' 1 V ca S OC2938, w 174.95' =A- -Of �T, Ij —15, SJ.IVITARY ----------------------------- SEWER X PEDESTRIAN ACCE S EASEPI'Ev-, 6" TH' SEE DE CK GRAVEL SURFACING. TAR SHEET i7 OF 27. �-O PVC S KENNEW1 C, < PLACI NE. ca G I'll v rvlvl 111 i5FAiCHMARK.- R-R.SPIKE I.O'UP N. FACE P. POLE WITH STREETLIGHT S. SIDE DRIVEWAY TO HOUSE * 1917, B.M. PAINTED YELLOW EL. = 299.73 3+00 XMIN. F-F- = 096.22k Z----STA 9+9350. 37 * S., j 3- LT - - - - - - - - - - - - - - - - - - - - - - - - - - - N SSS STL3 J.F- = 256.66' SiA O--qQ [----s 1, CB EL RIM 2-37.66' LE 255-66-IN 7 CUT x = 255 -6 TA- i,-� 3 - 5-ER 0- \N SS SERVI�'-- TEE --T4 - 50'RT 2,57 0 I-E - SSS T U (D c (D I LE. = 254.83' , I I -7 STA 9+91.50,5 SS SERVICE mac, MIN. F c" 1 1 E. I STA 0+17 -STA O. 5, 12' LT. I 25' SSS STUB 1p sss S 25L-31' 1 ca Ij —15, SJ.IVITARY ----------------------------- SEWER X PEDESTRIAN ACCE S EASEPI'Ev-, i5FAiCHMARK.- R-R.SPIKE I.O'UP N. FACE P. POLE WITH STREETLIGHT S. SIDE DRIVEWAY TO HOUSE * 1917, B.M. PAINTED YELLOW EL. = 299.73 3+00 XMIN. F-F- = 096.22k Z----STA 9+9350. 37 * S., j 3- LT - - - - - - - - - - - - - - - - - - - - - - - - - - - N SSS STL3 J.F- = 256.66' SiA O--qQ [----s - I Z� -D L-1 Rvc--i�- SERVICE \ 6 CE TEE S 2.0% MIN I-E- =27C.82' C) d TYP� CB EL RIM 2-37.66' LE 255-66-IN 7 CUT x = 255 -6 TA- i,-� 3 - 5-ER 0- \N SS SERVI�'-- TEE --T4 - 50'RT 2,57 0 I-E - SSS T U (D I LE. = 254.83' , I I -7 STA 9+91.50,5 SS SERVICE mac, MIN. F = 269.34 1 1 E. I STA 0+17 -STA O. 5, 12' LT. I 25' SSS STUB 1p Mll � F.F, = 279.00 I.E. =255.61' MIN. F.F. = 261.42 ---------------------- STA 6-91, 51-F SSMH * 5 RIM EL. =283.6C* LE =277 C' OUT Q --STA 6+71. 32- RT. SSS STUB SEE SHT. // OF 27 STA 6 -67 S'RT SS SERVICE TEE I.E. = 289.13 NOTE ' MARK END LOCATION OF SS STUB W17 WHITE PAINTED POST PER SIDE SEWER DETAILS SHT 16 OF 27 MAINTAIN !O" HORIZONTAL SEPARATION BETWEEN SIDE SEWERS & WATER SERVICES I A I 1 1 1 I A I 1 I 1 A 1 1 I A 1 1 11 4S-BUILT " D7RIVEW4Y LOC4TI ON SHTS 2- 3; & 6 OF 27 STS It (D I-Z- = 250.54 - IN LE ;= 250.44 - OUT 1�7 AW, "AS-BUILT" FROM FIELD SURVEY BY TOUMA ENGINEERS. 7 93 Js ARE SH(bWN CORREC NE. k4 SEC. 5, TWN. 23 N., R. 5 E., 'WM. CITY OF RENTON Cw7rCDUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS SUNSET HILLS NOTE: FORMERLY KENNY VUE SEE SHT 13 OF 27.-JP SANITARY SEU"ER PROFILES SANIT4RY SEWER FLAN SEE SHT 16 OF 27 FOR PROFILE to • aS-3ULT REVIS,10\'S DESIGNED: GJS DATE. 5V'r. �1991 BETWEEN SSMH � 7 - 10 DRAWN, CHECKED: 623� PACE NO- REVISION BY APPR- DATE APPROVED- oa�,M Z ... M, I sti=-. 12 OF: % rTl ;SEE SHT /6 OF 2-7 'FOR SS SERVICE TO LOTS 12 & 13 I I -STA O. 5, 12' LT. I Q sss S 25L-31' 1 ca —15, SJ.IVITARY ----------------------------- SEWER X PEDESTRIAN ACCE S EASEPI'Ev-, 6" TH' SEE DE CK GRAVEL SURFACING. TAR SHEET i7 OF 27. STS It (D I-Z- = 250.54 - IN LE ;= 250.44 - OUT 1�7 AW, "AS-BUILT" FROM FIELD SURVEY BY TOUMA ENGINEERS. 7 93 Js ARE SH(bWN CORREC NE. k4 SEC. 5, TWN. 23 N., R. 5 E., 'WM. CITY OF RENTON Cw7rCDUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS SUNSET HILLS NOTE: FORMERLY KENNY VUE SEE SHT 13 OF 27.-JP SANITARY SEU"ER PROFILES SANIT4RY SEWER FLAN SEE SHT 16 OF 27 FOR PROFILE to • aS-3ULT REVIS,10\'S DESIGNED: GJS DATE. 5V'r. �1991 BETWEEN SSMH � 7 - 10 DRAWN, CHECKED: 623� PACE NO- REVISION BY APPR- DATE APPROVED- oa�,M Z ... M, I sti=-. 12 OF: % �I j 0 00 .,.., i -... :. -- ........ .... >n.... --- - - - -- 0):U �,y n in cr F F:° ........w1b . .PROPOSED: cu _ p .... :. ....... _ cn In snit _... - o co P;� ! EX. �PROFILE,FILE 6417 O+ ........ , a 1 r7 - 290 �� --- - - - - -- ........ ..... . ... � .® 5 A D.1. WATER p1.O QI p co r° r.. ..�� ..........:....... .... ...... a 7.�. SSMI i w 5.... __ . _.- .....,.. SSW -! 6 188 ��- w 8 „� pVG � RIM EL. = 288.77 © RIM FL; = 287.67 8..� PVC m cA• 158A -F I.E.:: = 276.22 ::OUT I.E. = 276.722 OUT S _- z # cm J -a ° ..........:....... ...... _..._. _..._ _. _. ce s ° 260 2 .. __..... _.._. RIM EL. 27828 26422 IN QI.E. -26-4,112 OUT cc G...,.... ti .............. . .. ..... ... ....... .. ._........_.... ..... RIM EL. = 272.14 O 0 Q O I.E. = 264.04 IN O I 263 0 0 2 O 0 -E. .94 OUT IO (0 1` C Q _ .... ..... O O O w O - O : O O 0 = s� N = Iti = _ - - --- ---- - ------- _...... _.... - ENCi w14RiC: - ----- - ..:.. TREE TL IGHT, R.R. SPIKE l.O' UP: N. FACE P POLE WITH S � ' S SIDE DRIVEWAY TO HOUSE # 1917 B.M. PAINTED YELLOW- EL. = 299.73 j = = 0 - _..._ .......... ... _ .._ .... ............... .............. ............... ............. - - -- - - - --- ---- -- --- - - - -.. ..... ............... - ----------- ........ 0..................... .. - :.. O - ®.._... y J N _ j - ----- ...- - -... ---- -- ... Q 280 ...................................... — . PAN � J __..c.. - _ -- -- -- - - - ..... ... .. .....:....... .... .... ._.:- - _ r F. F F: _ .....:.........(A ! Q....:......... .........:..................t1i �......... ...:. -.. - - _ - = - - = - - - N N1 fO to... .............:................. ......... ............ - � :... rJ Old ROf _ - -- EX- OL PROFILE rLP - z PROPOSED E I - - -= s_ = -2 0�+,` - -- -----=----- - = - - -- _ _ - = a' m D waR m cpEp SD 260 __. -.... a _. - �. ............. - --- - -___ - = _.. - - - i 075% - - - I r : -- - - _. .. .... p ..I .-------- S 8 "� DL WTER P b A IS � CP ? ! J0 - Ui - - -- _._ ............. / - -- 88Lf "m PV _.- - - - - .EWER PROFILES - ----- ----- ...............----.._------......._.. .......17_....................... - - -- --- - - ---- HORIZ. SCALE: !" = 20' VERT. SCALE:.i" = 10 - ..... .. ... .. ..........:............. - -- :FOR APPROVAL {{�{- lF( - -.... - - -- ----- ._. - _._._...... -I: FLRr t�t�F?OVAL .,, : .... °i== ';Y_;....._... �+ = � � ;a' trr'' u _ ., - —, 3� TOUMA ENGINEERS 175668 West Valley Nwy - Seattle, WA 98188 (206) 255 -4100 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SUNSET HILLS FORMERLY KENNY VUE - ARY ER S SANITARY SEW PROS ILE © ".4S -BUILT REVISIONS ” DESIGN: G.S. Ddoelo HECK DATE: 4191193 oxc�lo 623 - 002 - °Ol FlE1D BOOIL PPGE NO. REVISION PPROVED: SHEEP: / OF: 1 1 I 1 1 I 1 A I 1 I 1 A l 1 1 Y 1 A MATCH WE STA. 0+75 STJ 3.95 85' ss SERVICF 4E. = 2441,44 0( HOUSE s7A P+oaoo EX FilPSH FLOCK rA.4 -r RT El- = 276.67 I.E. m 244,44 L -4 6.11, 3 7- L,:77, 'Iss STUB ;I.E,. 275.748 75.67' 60. C2, R-89*0720- E ---------- - - - - -• - -- STA G./`/` .- - — — — — — — --- SS-SERW& I.E. = 275.78 Q) AMV,F.'' FL. = 27759 I I EX HOUSE EX. FINISH EL. = 300.51 or S& TYA SIDE SEV✓ER DE T4 IL 16 br= 27 SCA L L 20' —STA 7-05, 37' LT. SSs STUB (D E. m 283.60 574 6-74 75' R, EX 1270 D.J. WA MR - SS SEP E S TA 7.05 7 5, R T, — STA 7 +74.67 NE 24TH SERVICE TE 7-M0-7-7 S TEE SM 3+83.22 EASEMENT J.E. 282.72 L9107*20' E —op +00 74 0 QSTA 7,43 7.5'RT." S$,�EPWAGE TEE -- — — — STA 6 +74, 3,7' R7-. 77 285.15 +07. 7.5* RT STA. 7+82, 8' RT :?V,'CE TEE d, TVA. ssmH o 1p N.E. 24TH STREET 0 sw sn�& 1XI: El- r 24 c3 'A" I.E. - 245'!8 INI EL = E' J.E- = P;14.46.' RIM EL = 2°8.20: WV EL = 287.72 OUT STA 6,03, STA 7-43, 37' _R T. Sss STUB 6' PT. INt EL 21-6.24 * X Sss STUB (D LE. = 274.72 LE. = 285.75 " AS-BUILT " DRIVEWAY LOCATIOVS ARE SHOWN CORRECT= ON SHTS. 2.3, & 49 Dz�:- 27 BENCHMARK: R.R. SPIKE 1.0' UP N. FACE P. POLE WITH STREETLIGHT, S. SIDE DRIVEWAY TO HOUSE * 1917 B.M. PAINTED YELLOW EL. = 299.73 A I I I I A I I I A I A s7A P+oaoo rA.4 -r RT I.E. m 244,44 AMV,F.'' FL. = 27759 I I EX HOUSE EX. FINISH EL. = 300.51 or S& TYA SIDE SEV✓ER DE T4 IL 16 br= 27 SCA L L 20' —STA 7-05, 37' LT. SSs STUB (D E. m 283.60 574 6-74 75' R, EX 1270 D.J. WA MR - SS SEP E S TA 7.05 7 5, R T, — STA 7 +74.67 NE 24TH SERVICE TE 7-M0-7-7 S TEE SM 3+83.22 EASEMENT J.E. 282.72 L9107*20' E —op +00 74 0 QSTA 7,43 7.5'RT." S$,�EPWAGE TEE -- — — — STA 6 +74, 3,7' R7-. 77 285.15 +07. 7.5* RT STA. 7+82, 8' RT :?V,'CE TEE d, TVA. ssmH o 1p N.E. 24TH STREET 0 sw sn�& 1XI: El- r 24 c3 'A" I.E. - 245'!8 INI EL = E' J.E- = P;14.46.' RIM EL = 2°8.20: WV EL = 287.72 OUT STA 6,03, STA 7-43, 37' _R T. Sss STUB 6' PT. INt EL 21-6.24 * X Sss STUB (D LE. = 274.72 LE. = 285.75 " AS-BUILT " DRIVEWAY LOCATIOVS ARE SHOWN CORRECT= ON SHTS. 2.3, & 49 Dz�:- 27 BENCHMARK: R.R. SPIKE 1.0' UP N. FACE P. POLE WITH STREETLIGHT, S. SIDE DRIVEWAY TO HOUSE * 1917 B.M. PAINTED YELLOW EL. = 299.73 A I I I I A I I I A I A SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL i? N AND SPECIFICA,70NS OF THE C,'T.r CF AN' THE LATEST EDITION OF 7fif` ASDT/APWA STAN_nA!_,`ZS AN:' SP_,'r,'CA 2. THE HOURS OF WORK JN 77-•F STREET S'E'AL BE L/VlrrD To &.30 A.M. TO 3.30 P.M. ON AE'EKDAY-S JN_tFS_S 07'rffKAISE AfPROS�L) IN MR/77NG BY THE DEPAR714ENT OF PUBLIC WORKS AT 235-2620 A-)-, STf?i= CLOSURES, PARTIAL. OR FUL11, SHALL BE APPROVEL) BY 7Nx_- OF WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTUz-VT AN-r-, 977, SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. ALL CONS7RUC770N SHALL BE IN ACCORDANCE 417?-1 "STANDARD SPECIF-ICA77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRuc­nm" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIA 770N, LATEST ED777ON (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS 4. ALL LOCATIONS OF EXISTING U77LITJES SH0474 ARE APPROXIMATE AND 17 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE-CONS7RUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 17 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAP77NG CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSi8fury TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS JN ADVANCE OF BACKFiLL 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 SITE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED PROFESSIONAL SURVEYOR. 11. 13ACKFILL 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, 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. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKF7LLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH A SAW IN A CON77NUOUS LINE. • TEMPORARY Mix PATCH MUST BE PLACED IMMEDIA7LY AFTER BACKFILL AND COMPACTION. • PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF REIVTON CURRENT STANDARDS 13. DATUM SHALL BE CITY OF RENTON, U.S.C_ AND G.S_ 14. ALL DISTURBED AREAS SHALL BE SEEDED AND, OR MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR 77-IE PREVEN77ON OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(7) 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 COMPAC77ON OF REQUIRED BEDDING MATERIAL To UNIFORM GRADE SO THAT THE EN77RE 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, OR DUC77LE IRON CLASS 50. 17. IN UN-IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING. 265 .................. ................. ........ ...... ---------------­-- 260 ................... ............ - ------------------------------- - ----- ----------- _Z................ ----------------------------- N EX. PROFILE -------------- --- ........... ------------------- ssmq os -------------------------------------- 7RI44 EL = 267.88 (2) IN I.E. = 25578 OUT SANITARY SEWER Et_ASEMEIIT PROFILE HOi:?]Z. SCALE- I-- =]20' VE•T. SCALE: I" = 5' l4r v, RECV!M�MDED FOR E? . CAS77?IG-GL'fUP/c FDJRY. -k9,fH JO D17- OR E�UAL SEE DETAIL 5.7.4 24' ADJUSTMENT 4' MIN. CONE -RUBBER "0" RING GASKET PRECAST SECTION 4" MIN. _STEPS-314' DEFORMED BAR J�l STEPS SHALL BE INCLUDED =4 6112- MAX. PIPE SIZE-21 I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL. CONCRETE SHELF MORTAR FILLET PRECAST BASE SEC770AI OR CAST IN PLACE 6" MIN. 6- MIN. SANITARY MANHOLE TYPICAL DETAIL (N-) TYP. SEE SHTS. 11, 12, 14, & 15 - -- --------------- - ......... _j ....... --------------------------------------- :270 ;fA!,%' TO F,'J TUBE Lli 6- SEA/ER plipF -BLDG SE31ER 7E -6" SIDE C _11,7 2-X4- STUD SERVICE -A�ARKEP PAINT UPPER PORTION &lVHfTE AND STENCIL ON SIDE WORD 75EVIER" WITH 3" HIGH 31ACK LETTERS. 6" SIDE SEWER & BUILDING SEWER PLAN S S 6' SDE FAER 1:3:5 MIX NOTE. CONCRETE --.- W ALLOWABLE UAX SIDE SEWER SHALL HAVE A BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY IRON PIPE. LINE OR 3 -5' LOWER THAN THE 61MIN LOWEST HOUSE ELEVA 77ON, WHICH- EVER IS LOWER. 61MIN 6' SVOE GUMET 37F SEAR MARY (—EXIS771VG SEWER MAIN CONa BLOWING ANGLE -6, SIDE SEXIER OF 7EE AT MAIN OVER 25* ELEVATION 6 - 7 1 rS 7 - TEE TO BE INSTALLED AT CONNEC77ON Asp ow NOTE. MAKE TAP 7HROUGH CAST IRON rf, SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS Ld WHEN CONNECTING NEW SIDE z Ld �dl ZV' SEWERS TO E-XIS77NG MAIN. 1-: 2-- MIN SLOPE (t Ld HORIZONTAL W7RJF7ED CLAY PLAIN & uvi TYPICAL SIDE SEWER REINFORCED CONCRETE- DI & Cl PIPE SEWER MANS ARE TO EL EVA 77ON BE CORE DRILLED_ + SIDE SEWER SERVICE DETAIL to t-: TYR_ SEE SHM 17, 72, 74, & 75 min m(6 265 .................. ................. ........ ...... ---------------­-- 260 ................... ............ - ------------------------------- - ----- ----------- _Z................ ----------------------------- N EX. PROFILE -------------- --- ........... ------------------- ssmq os -------------------------------------- 7RI44 EL = 267.88 (2) IN I.E. = 25578 OUT SANITARY SEWER Et_ASEMEIIT PROFILE HOi:?]Z. SCALE- I-- =]20' VE•T. SCALE: I" = 5' l4r v, RECV!M�MDED FOR E? . CAS77?IG-GL'fUP/c FDJRY. -k9,fH JO D17- OR E�UAL SEE DETAIL 5.7.4 24' ADJUSTMENT 4' MIN. CONE -RUBBER "0" RING GASKET PRECAST SECTION 4" MIN. _STEPS-314' DEFORMED BAR J�l STEPS SHALL BE INCLUDED =4 6112- MAX. PIPE SIZE-21 I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL. CONCRETE SHELF MORTAR FILLET PRECAST BASE SEC770AI OR CAST IN PLACE 6" MIN. 6- MIN. SANITARY MANHOLE TYPICAL DETAIL (N-) TYP. SEE SHTS. 11, 12, 14, & 15 . ........... :255 143LF 8"o PVCi S = 0.31% :STA i�87= SSA?;-/ 4P,9 ------- --- --- ........... ........... SSMH 2 :245 ----------------------------------- ----------- ------------- ----- ---- I RIM EL. = 259.2,9 I.E. = 250.28 I:E. = 249.74 N I.E. = 250,18 OUT" 'E. = 249.64 ­As�-BuiLr FROM FIEL D SURVEY BY TOUMA:: ENGINEERS -- -------- --------- -------------- ------------- --------------- a ................................ : ......... 8 NE 114 SEC. 5, TWN. 23 N. RGE. 5 - -- --------------- - ......... _j ....... --------------------------------------- :270 Lli .......... . ....... ......... -- -- -- ----------------------- ........ .... :265 .......... ..... . I --------- - -------------_ :260 . ........... :255 143LF 8"o PVCi S = 0.31% :STA i�87= SSA?;-/ 4P,9 ------- --- --- ........... ........... SSMH 2 :245 ----------------------------------- ----------- ------------- ----- ---- I RIM EL. = 259.2,9 I.E. = 250.28 I:E. = 249.74 N I.E. = 250,18 OUT" 'E. = 249.64 ­As�-BuiLr FROM FIEL D SURVEY BY TOUMA:: ENGINEERS -- -------- --------- -------------- ------------- --------------- a ................................ : ......... 8 NE 114 SEC. 5, TWN. 23 N. RGE. 5