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Home My WebLink AboutzS-2300SetSTA: 3 +5713, 35' RT: STA: 2 +93.84, 35''�RT. EX SSMH - - -- - STA: 2 +49.44, 33: RT. - _ - = 87 STA: 4 +44.42, 35' RT. SS -STUB S.SS STUB SS TUB STA: 94 E = 143.05 STA.,- 4 +09.05, 35 RT. I.E.= 164 92 %E.= 158.32 S S 7+ 56 35' T. RIM EL. 149. ES . STUB 93 S S S 7 SS-SERVICE 30TEE 10.06, L SS SER 94, 0 _TEE 29' L, E = 152.70 E. = 152.5 7 BF= 180.40 SS SERVIC 41,TEE50 � S A., 4+0 .04, -12 18 1.E. _ 164.04 I.E.= 157.48 SSMH 3 - 4 "0 0 20 I 'I i I Os STA. 4 -171._ 7 '67.35_RT_ LQT �j - -� 1. 169.18 \ STA. 2 +3782,, 4. 6 LT 20 0 20 10 g� SSS STUB L 5 \ RIM EL. - 161.59 I.E. - FF= 183.00 STA: 1 +83. 'S 6.91' LT. 177• 9 BF= 174.00 FF= 175.0 \ LSO T 4 ` LOT 3 /. E. = 7 5 7.98 /N / LOT- -7 BE= 169.50 FF =17 00 FF 167,60 1.E= 151.88 OUT' UT - -- SS SER-VICE TEE *LOT 9 FF _ 187.20 6 \ P) BF = 163: \ \ BF= 158.6�9� 2 /. E. = 151. FF= 189.50 BF- 178.20 S 2.0% I BF= 180.50- 2TYP.) & MIN �� V A FF',15 O SSS TUB I k SSMH #4 - 4 ' `" ` STA: 1 +66.26 42' RT. ; ' W STA: 4+75.01, 77.00 RT. LOT LE= 5,2 45 MIN. RIM EL. - 190.33 _ 5 � R) FF= 156.45 ' Z � I.E. 176.31. IN � I o I.E. 176.21 OU 1 / - - -�- - - 6 "0 PVC - - -3 S = 2.0% MIN. �.- I I STA: 4+7702,.- 63.74' RT _ ` i 4 0 o X00 6 _ s (TYP.) & IN. SSS STUB Ij� -_ �V v _� rn. v Fv� T 24" CODE EX. HOUSE R1� ,� I +o . 00 5 29tH PL I.E. = 177.36: �� / N 31 f r 4 +89.26; 35' RT. E I +39.22 s A rrucK a uE s sss sTUe LOT 9 O \ ? 2 8LF 8 "0 C 00 BLUE RUTS S 10 0% ` 1 8.43 rn _ - 9 2x� n I.E. = 176.96 FF =7 §9.60 D. \ <F (6, A o BE= 180.60 -- -- - _ SS sERUrc - - �_ - - - -- - - Y I Afl } /!I1 STA: 4 +7759, 8.65' RT. � I/ E TEE _ 4 TA: 3+ 9.67' ` �� -- s LL�sd 1 LT -_ - -- SSA STUB •18, 35.11' \CJ ERU /CE - RT. �O I. E. 18 \ \ _ 02.81 12x L LOT - - -- l.E., = 17 � �' S SER l TEE � °0' 137LF 8" D/ SS S = 0.40% = 168 8 778.00 �O \ �> A q \ - - - -. 9Y i A� BF= 169.00 ` I = PT = 5 +76.09 STA: 4+ 5' LT. STA: 5 +17.07,' 4.81' LT. STA: 2 +9 4 35' LT. ! _ - -- -- SSS STUB // � V Jl SS SERVICE TEE ALE 169.24 �S STUB \ \ G \ J 20' R. W DEDICATION 1. E. ns. s7 LOT 9 9 E - 158.12 L C� T 33 SSMH 2 EXTRA �. LOT 3 9 FF =1 00 DED/ ATE BEFORE PLA FF= 78'9.70 N LOT 30 \ Q o , SHALLOW TYPE -C- BF =180. 70 i FF= 183.00 p FF= 186.00 STA: 2+93.28 7.3 L T BF =15 22 u ` STA: 1 +41.50, 11.56' L T. STA: 5 +63.48, , 35' RT �l p BE= 177. BF= 174.00 SS "SERVICE T E ` LOT` I ` RIM EL. = 154.33 I o II - TUB 1 P f ' STA: 3 +40 94 35' L T. \ L E. = i 7.58 ` FF =165.2 I. E. = 15 1.49 /N SSMH 1 I o SSS S 5 l E 177 92 SSS STU � ` ST 2+30. O 35' L '8F= 156. \ 'I.E.= 15 1.39 OUT / yy 1.E= 16,p68\\, \ �� \ ss srue , SHALLOW TYPE B I I. E. 153.30 \ ` STA: 0 +03.28, 10. DO L T. i 5' (TYP) - - - -- -- , - „ \ STA: 1- 8 1 35' LT. STA: 1 +66.26 6.92' _L T. RIM EL. = 155.96 f I WMS, (2) SS H 48 \, \ \ SSS STUB \ SS SERVICE TEE I.E. 152.22 I.E.= 151.61 %.E_= 750.84 IN i I.E. = 1`5,0.74 OUT STA: 5 +63.48, 5' LT l RIM EL. = 792.21 CONTRACTOR TO VERIFY. SS SERVICE TEE m I. E. = 178.31 IN \ S 9 10, .794' LT I I I I.E. - 17772 LOT 92 W E. = 178.21 OUT \ S ICE, TEE "EX.-5 I. F- 189.89 O L O - 2 7 \ STA: 8 +21. 58.59' T. \ ` I. . = 1.71 \ I /, - = RIM EL. 159.73 FF -1' 8.00 SS STUB v E. = 154.19 �\ J BF= 180.80 Z STA: +38.69, 31 ' L T. - S ,LOT �6 \ I.E. = 187. 2 FF =193.0 - - STA: 6 +13.48, 35 ''I RT. O/ SSS TUB \ o NO I. E. = 182.04 STA: 7+3 .69, 5' RT. ` SFA:8 +54.93, 50.75' LT. N SSS STUB o . 1. Ad�IRK END LOCATION OF SS STUB WITH V I N N p,� SS SERVIC TEE STA:8 +21.7 5' R� SS STUB I 00 WH(-7E PAINTED POST PER SIDE SEWER WM'S (2) 1. E. = 178.36 U /• E. = 181. I r 1 � I SS SERVIC TEE I. E. � 790.57 � � DETA /LS`SI�T 19 OF 24 � I STA: 7 +48. 31' LT. /,E. = 78 .2.4 \ SSS STUB '\ \ . STA: 8 +54.93 5' lRT. N\ \ 2, MAINTAIN 70' HORIZONTAL, SEPARATION �"' FIRE HYD. Do 0 % 29 /. E. = 182.44 \ 6 "0 A SS SER CE TEE BETWEEN SIDE SEWERS & WA�E1� SERVICES. I ® - V STA: 6 +13.48, 5' LT. ,l J FF= 18700 STA: 7 +48.69, 5' R S = %MIN. f•E. = 185,33 \ X`13, LOTS 8 THROUGH 16 MAY REQUIRE INDIVIDUAL PRIVATE i m III SS SERVIC TEE N 6 27 59 \ SS SERVICE (T .) MIN. \ SEWAGE LIFT STATIONS, DEPENDING OF ILDERS v LE. 3 17756 *LOT 93 i I.E. = 7 .72 " c _CONFIGURATION OF NEW HOME PLANS. LIFT STATIONS ° FF 189.90 2055 \\ y ?SF�ALL BE DESIGNED IN ACCORDANCE WITH THE C/TYOF N BF =180.9 '{ ti,- T '�8 \ \ RZVTON STANDARDS AT THE TIME OF ISSUANCE OF STA: 6 +68.44 12'59' T' CITY OF RENTON SIDE SEWER PERMIT. SS SERVICE TEE l 200 g STP: 8+72.03, 36.87 LT. \ ° *� WV % I.E. = 178.110 w -1 \8 SS STUB 4. SEE SHEET 9 OF 24 FOR UTILITY TRENCH ASPHA ° I. E. 190.87 \ CROSSING ANQ PATCHING DETAILS. DRIVE / i A 195 5' (TYR) O T 25 STA: 6 +48.51 59,06 " v EX SSMH SSS STUB - - -. - F 193.00 \ RIM EL. = 166.23 -. LE. = 179.20' ' -- -�� r i SSMH 62.39, S.Op'8"0 � E. = 159.03 �a -- - - -- / �` \ `, �1\ STATION J ' / ro RIM EL. - 197.92 ® MONUMENTS TO BE INSTALLED y 8+ 0 \1. E. = 190 \02 S 114 COR. 19 -23 -5 0 *LOT 9 4 (�1i OO 81 7.38 ` E I 5 766.00' _ CITY MON 5/1160 133b .5T ^� I-- -- I� BENCH MARK -a� - - _ r FF= 190.00 Y � � � 133LF 87� PV S S = 4.015% �� B�Pt/ff- �N BF= 181.00 cn \ CITY CONTROL MON 1160 I i I I � � S - 9.289% \ 6 "0 PVC � # N893638 "W 2659.26'(MEAS) 6 "m PVC Q ;- / - =� - - _ S = ?.0% MIN. \'\ ° S 114 COR SECTION 19 -23 -5 N8958'OB "W 2ff59.31(RENTON) SW COR. 19 -23 -5 Cr � \I' S = 2.0% MIN. + A (TYP.� & MIN. FOUND 1/2" BRASS BUTTON W /PUNCH CITY MON y23o & M / N. 24" CO'UER LQT 24 `\ IN CONCRETE IN CASE (7196) p - ate\ FF =�l93.0o ELEVATION = 18.85' 24" COVER p LOT 98 \� \ \ (n \ Q STA: 6 +65. 66.54' RT. BE= 185.00 v J po STA. 8+72.84 ,35.67' RT. ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I. SSs ,STU STA: 7 +23.58 31 / r. SSS ,TUB PORTION OF SW 1/4 OF THE SE 1/4 OF SEC 19, TWN 23 N., R 5E., W. M. I.E. 9.22 (TYP) SSS STUB I.E. =X90.66 \ 10' PR1 SEWEER 1•E. = 181.23 \ ENT CITY OF RENTON LOT 95� LO,�-'1s2.0 MA TCHLINE oD STA: 0 +59.00 SEE sHT 16 OF 25 ZR x. � TGUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS FF= 191.00 BF= 183.00 TO CONTINUE °�� of wash° WEST VALLEY EXECUTIVE PARK ro STA: 7 +23.58, 5' RT. ` c VALLEY VIEW ESTA TES BF= 182.00 ^ SSMH 6 - 4 O "d 6632 SOUTH 191ST PLACE SLUE E -102 -KENT, WA 98032 O II STA: 6 +89.74 - 53.77' R SS SERVICE TEE JJIVI�I CJ U - PHONE (206) 251 -0665 FAX (206) 251 -0625 SANITARY SEWER PLAN 1 S S STUB I.E. = 180.71 STA: 7 +94.90, 5.00' RTT, IIq I STA 6175.40 -18.47 RT / J� 1EL179.54 STA: 6 +78.49 - 16.63' RT. RlM EL. = 795.30 8480 YI 44 PER CITY REVIEW DT /97 DESIGNED: D.O./R.O.V. DATE: SEP 1996 JOB V0. 3P I.E. = 183.75 /N E. ors t 696 -001 -951 SS SERVICE TEE ST : 6' +87.20- 55.54' RT SS SERVICE TEE S NAL 2 PER CITY REVIEW DT 2/97 DRAWN: D.O. .D. V. SCALE „ WO -No 1. E = 178.50 /. E. = 178.70 ( I.E. = 7 83. 75 INS. LOT 23 1 n CHECKED: M.T. � ° 20' 696155P7 SSS STUB FOR LOT 16 v / I.E. = 183.65 OUT FF= 192.00 e r aes e zz /z> v / APPROVED: SHEEP: 12 OF: _ II 1E= �79.34 N0. REVISION BY APPR. DATE 2'1 06, �? j RC Pni I IAO. r o SH .DI pN a � I I O / Lu Lo / I 24 D FF= 193.00 v Dj J / _ I 00 _ STA:_ 0 +80.00 31' SSS STUB -T 1. E. = 188.52 EX. HOUSE FF= 92.00 6 "v PVC 1 +79.50, 5' RT O �5 =2.09 MIN. (TYP) &MIN. R VICE TEE 189.93 ' 1+69 5' R r _ v S SERVICE fV, 0 / �X 24" COVER E. = 192. 2 �\ STA: 2 +19.50, 5' RL N 'S SERVICE TEE vV / DA V�,s D �. E. = 19532 h�. \ V / _ R w �N O 28' 2" E 00 - N 07 28'2_2 E n� 4 50.. _ ^ +00 N O NOTE; - - - 5' - MARK END LOCATION OF SS STUB WITH 264.5L 8"0 C U', 900 BLUE BR, S = 3 57 g WHITE PAINTED POST PER SIDE SEWER DETAILS SHT 15 OF 24 ' - MAINTAIN 10' HORIZONTAL SEPARATION 5' YP)- ® -- _ POINT BETWEEN SIDE SEWERS & WATER SERVICES. W -. HIGH Z / S. - 0 5' SS SERVICE TEE 6 "o P VC 5 =2.07 MIN. - r 65 Z 1.E. = 787.80 (TYP) & MIN. 19 2% FF- 210.00 ,' 24" COVER FF= 98.84 19. �__._ -_^ - {� 18 BF- 796.00 S A: 2 +19.5Q 3i' RT. 50, 2 1 20 RT. FF= 795.00 S S _ - BF= 5.00 -S TA: 1+19.50, 3.1'_RL FF= 796.14 /. = 795.84 I.E.4 -21 8.;02 .57 1�0 STATION sss srue 1B5 1 MONUMENTS TO BE INSTALLED I.E. = 190.45 STA: 7 +69 5., 37' RT. SSS STUB - -- SSS STUB 1S 175" " I. E. s 193.14 E. _ BE YCCONTROL 1�0 MON #1760 S 114 COR SECTION 19 -23 -5 FOUND 112" BRASS BUTTON W /PUNCH i IN CONCRETE IN CASE (7196) 17 ELEVATION = 18.85' FF= 192.00 BF= 783.00 O 5%.230002 OR APPROVAL 16 1 - - -- _.. FF= 180. 70 ®Y. _ 180 / /® ALL SEWER PIPE SHALL BE 0 90o BLUE BRUTE EXCEPT D.I. � - PORTION OF SW 114 OF THE SE 114 OF SEC 19, TWN 23 N., R SE., W.M. FF=71 91.00 BE= 182.00 � ' DIR / ® / CITY OF RENTON p ®4d167�9 ®VgyI7yG6/i� DEPARTMENT OF PUBLIC WORKS WEST VALLEY EXECU77VE PARK VALLEY 6632 SOU V SOUTH 791ST PLACE, SU17E E -102 ° KENT, WA 98032 LEY • IEW ESTATES � y PHONE (206) 251 -0665 FAX (206) 257 -0625 SANITARY SEWER PLAN 2 / ®� /,SSTCIST 8470 ,(?' 7 f ER CITY REVIEW DT 7 .97 DESIGNED: D.O. /R.D.V. JOB NO. DATE: SEP 7996 696 -007 -951 j �® D1 oNAL 2 PER CITY REVIEW DT 2/97 DRAWN: D.O. R.D.U. SCALE G NOTED 696ISSP2 / �-'o EXPIRES a /z'z /B'Y N0. REVISION BY APPR. DATE HEET: 13 OF: 24 Pni I IAO. r 200.00' VC of /,: I>o1Nl r1 f 7., PROFILE ROAD CENTER S. 20TH PLACE Inc /I I101111 f II v 193. si 011 PO/N, S/4 -- L -f Ud.6 HIGH POfN l S IA - ;' F'. Fi 200 S l ,' 95 - _ P �l_�1T ) 4 �> 190 790 200. 0' VC I 190- LINE: �T - �° - 18-0 WATE SMH #9 R 780 SHALLOW TYPE B 180 I.E. EL. 1150.84 INUL .00 RT.0 yg3 ./ TER LIN -- 8 %II `I I E. 750:84 lN', -- T I• v L96 I ` CONTRACTOR TG's VERIFY r. � g ".MH �. EXTR � so 10.1 s k' t HALL W TYPE - O -- - ( �' 170 W WA NVERT EL. $ 70 I10 ° TA: 7 +47. O, 17.56 T. STORM lNE �� p BLU BRUTE c. U- -- - -- _... - - -- - = - -- - -- - - - -- - - �0 -- - - V .. C - fM EL. - = -` 154.33- -/ - _ -C- Qlti U E 751.49 IN - - - -38LF - - -- - L SSM 4 - '148 "O -- 760 ro TER LINES E. - 1L3 OUL_ _ W 760 8 I ' � _ � I STA: 4 75.07, 77 ;RT. 00 7.50,6 W A - - _ - A -_ -- - - - -- - - - -- -- -- RIM E EL 176.390.n33 m l G- - I - r� -.- _ 4 - -, -.< STORM SEINER -- - -- - - - - -- SMH - 48 - -�- E. = 776.21 OUT ! = In _- - -- ! - -- -- -. (1 = 150 9-50 - - -- - -- -- �F 8'� DI S S 0.409• 1 S A: 2 +37. 2, 4.06 R . 750 137 �- 98LF 8" DI SS S = 0.409 R M EL, 1 7.59 - - -- I - - - -751.9 -IN--- -- - --- - - -- - -- - - - - - -- ~ q - (STORM LlN L El Q �u = 151.8 OUT -- - - -- 1 70 00 1N ._._ IS r O N . ") O . I") . Da i oa - o O� V O N to N D7 O (a " al N L ro N CJ N <t r. it) � � �) U) v � � � � � � � � � � � � O � � � � C66 � � �'i O aj � N � u. u) Ln n of � rn o 0 o n ro Do D _ N a J - _ 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4+50 5 +00 5 +50 NOTE: SEE SHEET 9 OF 25 FOR UTILITY TRENCH CROSSING AND RESTORATION DETAIL. 200 190 LLJ J 180 170 DA T1,1,11 /'LED 165.00 w I� 00vc G$ - I �l STA 7 +25 U U U t I -cn -- 2B0 -- PVl EL£V 197 -80-- -- - - -- -- - `. _ - - - __ ,� - �- A.D. 5.53 - -- - _ K_._ 3 -..1.7 - - - -- - -�- - -- ...._ - - -1. ooq m r - _ Q 55 WA TER L l - -_ - -- - -- yVE - - STORM EWER -� _.. - - - -- ¢ _ _9 2g9__q { S 4.0157 - 2 q Q - -- 13 LF 8 „0 PV SS O SSMH 7 ___._... .. - - - - - - -- - - -k� -- ' - -ate -- .� SS H 6 . -_480 W 48 0 272LF B "� _C 900 :BLUE BRU E S - O. 96% SSMH Jr - 4 "9f S 7 +94 9 5' RT. W O STA: 8+ 2 39, 5' - STA -- 6+ 72 63 21.4 ' RT. �- E Rl EL:__ 13 3� J R7TT-EC. - 797.92 - RIM EL 1 192.21 E 783 75 IN E. U I.E. = 190.02 OUT _ I.E. .° 77 37 IN E 183, I.E. = 17 21 OUT LE = 183.65 OUT O PROFILE i40AD_ ENTER DA.VIS AVE- 3.a_ S. 21ST _S TREE T ItN7 F-1 �N n c0 i of Dj N d co r\ rj r\ N Uj 0)1,) D7 200 190 TI 5-6230003 n d n SCALE: HORIZONTAL 1"=20' 170 VERTICAL 1"=10' - - -- - 80 00 VC 5 +50 6 +00 6 +50 7 +00 o o)7+50 8 +00 8 +50 i o N� 170.00' VC + O 740.00' VC ___ _ ___..... ___ - -- N N PVf STA - 3 +50 O c m o , .E I:J7 `'3 oa _� 5q - Pw ELEV 202 .24 r -- ; 8.89 270 1 -_ -- - - A D = 8.74 LOW POINT! ELEV = �Q3.32 4i _ - __ -- - _. Q) ' V -r� _ _ - _- 14 GCB -D-1- - -_ -- - - -- � 270 -- I � - -- 6.�,�q -{�� K = 6.01 OW POINTIS7A -- 3 +8 09 �)� HIG'a POINT cLLC II° 210 86 200 200_ HICr- POHVT STA- 7 +94.70 LINE - 395% P 5 T 65 wATE RUTE S _ 5 75 190 C 900 BLUE B - 1,j 264.5LF SMH j#60, 5 R 8„ S 78C RIM EL. 78 . 195 /NOE - I. E. = 18 )3. 75 IN S. E. - 18 ..63 OUT i 0 +00 0 +50 1 +00 1 +50 2 +00 PROFILE ROAD CENTER DAVIS AVE. S. WWP ,a,7 .23E - - -- SSMH_ #9 48' I 2 +69 RIM EL. 207.57 ' U SSA =_ - -- _ I -I 198.02 . 0 - co N I -\ (r0) `! 5.. � ( R O n O cl 2 +50 PC STA: 2 +94.50, EL. 206.05 3 +50 4 +00 Iff TOUMA ENGINEERS WEST VALLEY EXECUTIVE PARK 6632 SOUTH 1915T PLACE, SUI7E E -102 ° KENT, WA 98032 PHONE (205) 251 -0665 FAX (206) 251 -0625 ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I. RECOMMENDED FOR APPR VAL I I - 270 I � 1 - -- -- - I. 200 z DATI7M ELEV 190 � , Rcc�r470� - L6 N N .I N N N Exn�acs a /zz /ev { 4 +50 5 +00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS VALLEY VIEW ESTATES ROAD & S%� PROFILES DATE: JULY 1996 1 PER G17Y REVIEW DT 1197 DESIGNED: D07R.D.V. JOB NO. 696 -001 -957 2 PER CITY REVIEW DT 2/97 1 DRAWN: DO R.D.V. scALE WG-No CHECKED: M.T. 1 ' =20 H 6961BASEDWG NO. REVISION BY App R. DATE APPROVED: SHEET, 14 OF, 24 -�- 2 200.00' V VC N __ N N L LOW P POINT ELEV = = 192-65, - - -- _ 2 � _- - -__- LO.V P POJALT -._�. _ __E# 67_.7 -- - - .._.__ - - - - -- 2 � _ .... - _ � � - - - 200 190 TI 5-6230003 n d n SCALE: HORIZONTAL 1"=20' 170 VERTICAL 1"=10' - - -- - 80 00 VC 5 +50 6 +00 6 +50 7 +00 o o)7+50 8 +00 8 +50 i o N� 170.00' VC + O 740.00' VC ___ _ ___..... ___ - -- N N PVf STA - 3 +50 O c m o , .E I:J7 `'3 oa _� 5q - Pw ELEV 202 .24 r -- ; 8.89 270 1 -_ -- - - A D = 8.74 LOW POINT! ELEV = �Q3.32 4i _ - __ -- - _. Q) ' V -r� _ _ - _- 14 GCB -D-1- - -_ -- - - -- � 270 -- I � - -- 6.�,�q -{�� K = 6.01 OW POINTIS7A -- 3 +8 09 �)� HIG'a POINT cLLC II° 210 86 200 200_ HICr- POHVT STA- 7 +94.70 LINE - 395% P 5 T 65 wATE RUTE S _ 5 75 190 C 900 BLUE B - 1,j 264.5LF SMH j#60, 5 R 8„ S 78C RIM EL. 78 . 195 /NOE - I. E. = 18 )3. 75 IN S. E. - 18 ..63 OUT i 0 +00 0 +50 1 +00 1 +50 2 +00 PROFILE ROAD CENTER DAVIS AVE. S. WWP ,a,7 .23E - - -- SSMH_ #9 48' I 2 +69 RIM EL. 207.57 ' U SSA =_ - -- _ I -I 198.02 . 0 - co N I -\ (r0) `! 5.. � ( R O n O cl 2 +50 PC STA: 2 +94.50, EL. 206.05 3 +50 4 +00 Iff TOUMA ENGINEERS WEST VALLEY EXECUTIVE PARK 6632 SOUTH 1915T PLACE, SUI7E E -102 ° KENT, WA 98032 PHONE (205) 251 -0665 FAX (206) 251 -0625 ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I. RECOMMENDED FOR APPR VAL I I - 270 I � 1 - -- -- - I. 200 z DATI7M ELEV 190 � , Rcc�r470� - L6 N N .I N N N Exn�acs a /zz /ev { 4 +50 5 +00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS VALLEY VIEW ESTATES ROAD & S%� PROFILES DATE: JULY 1996 1 PER G17Y REVIEW DT 1197 DESIGNED: D07R.D.V. JOB NO. 696 -001 -957 2 PER CITY REVIEW DT 2/97 1 DRAWN: DO R.D.V. scALE WG-No CHECKED: M.T. 1 ' =20 H 6961BASEDWG NO. REVISION BY App R. DATE APPROVED: SHEET, 14 OF, 24 200 200_ HICr- POHVT STA- 7 +94.70 LINE - 395% P 5 T 65 wATE RUTE S _ 5 75 190 C 900 BLUE B - 1,j 264.5LF SMH j#60, 5 R 8„ S 78C RIM EL. 78 . 195 /NOE - I. E. = 18 )3. 75 IN S. E. - 18 ..63 OUT i 0 +00 0 +50 1 +00 1 +50 2 +00 PROFILE ROAD CENTER DAVIS AVE. S. WWP ,a,7 .23E - - -- SSMH_ #9 48' I 2 +69 RIM EL. 207.57 ' U SSA =_ - -- _ I -I 198.02 . 0 - co N I -\ (r0) `! 5.. � ( R O n O cl 2 +50 PC STA: 2 +94.50, EL. 206.05 3 +50 4 +00 Iff TOUMA ENGINEERS WEST VALLEY EXECUTIVE PARK 6632 SOUTH 1915T PLACE, SUI7E E -102 ° KENT, WA 98032 PHONE (205) 251 -0665 FAX (206) 251 -0625 ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I. RECOMMENDED FOR APPR VAL I I - 270 I � 1 - -- -- - I. 200 z DATI7M ELEV 190 � , Rcc�r470� - L6 N N .I N N N Exn�acs a /zz /ev { 4 +50 5 +00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS VALLEY VIEW ESTATES ROAD & S%� PROFILES DATE: JULY 1996 1 PER G17Y REVIEW DT 1197 DESIGNED: D07R.D.V. JOB NO. 696 -001 -957 2 PER CITY REVIEW DT 2/97 1 DRAWN: DO R.D.V. scALE WG-No CHECKED: M.T. 1 ' =20 H 6961BASEDWG NO. REVISION BY App R. DATE APPROVED: SHEET, 14 OF, 24 - - -- SSMH_ #9 48' I 2 +69 RIM EL. 207.57 ' U SSA =_ - -- _ I -I 198.02 . 0 - co N I -\ (r0) `! 5.. � ( R O n O cl 2 +50 PC STA: 2 +94.50, EL. 206.05 3 +50 4 +00 Iff TOUMA ENGINEERS WEST VALLEY EXECUTIVE PARK 6632 SOUTH 1915T PLACE, SUI7E E -102 ° KENT, WA 98032 PHONE (205) 251 -0665 FAX (206) 251 -0625 ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I. RECOMMENDED FOR APPR VAL I I - 270 I � 1 - -- -- - I. 200 z DATI7M ELEV 190 � , Rcc�r470� - L6 N N .I N N N Exn�acs a /zz /ev { 4 +50 5 +00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS VALLEY VIEW ESTATES ROAD & S%� PROFILES DATE: JULY 1996 1 PER G17Y REVIEW DT 1197 DESIGNED: D07R.D.V. JOB NO. 696 -001 -957 2 PER CITY REVIEW DT 2/97 1 DRAWN: DO R.D.V. scALE WG-No CHECKED: M.T. 1 ' =20 H 6961BASEDWG NO. REVISION BY App R. DATE APPROVED: SHEET, 14 OF, 24 2 +50 PC STA: 2 +94.50, EL. 206.05 3 +50 4 +00 Iff TOUMA ENGINEERS WEST VALLEY EXECUTIVE PARK 6632 SOUTH 1915T PLACE, SUI7E E -102 ° KENT, WA 98032 PHONE (205) 251 -0665 FAX (206) 251 -0625 ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I. RECOMMENDED FOR APPR VAL I I - 270 I � 1 - -- -- - I. 200 z DATI7M ELEV 190 � , Rcc�r470� - L6 N N .I N N N Exn�acs a /zz /ev { 4 +50 5 +00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS VALLEY VIEW ESTATES ROAD & S%� PROFILES DATE: JULY 1996 1 PER G17Y REVIEW DT 1197 DESIGNED: D07R.D.V. JOB NO. 696 -001 -957 2 PER CITY REVIEW DT 2/97 1 DRAWN: DO R.D.V. scALE WG-No CHECKED: M.T. 1 ' =20 H 6961BASEDWG NO. REVISION BY App R. DATE APPROVED: SHEET, 14 OF, 24 SANITARY SEWER NOTES & SPECIFICATIONS 7. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF' RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 - 2.620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 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. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 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 UTILITY DEPARTMENT 24 HOURS IN 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. B. 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. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF B/ 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 HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION 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(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 INILL 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, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 78 INCH ABOVE FINISHED GRADE, IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I-- ❑ 314" SPACES SPACED -314 " o ° o AS INDICATED -HT. 718" ❑OO° ❑ ❑o 118" RAISE -1/2" WIDE _ 7„ BORDER 70" 9" FF 3/4" 75' CAST IRON RING AND COVER PROPERTY LINE SIDE SEWER MAIN TO BUILDING SEWER c < I FUTURE 6" SEWER PIPE �-- 6.0 - -� BLDG SEWER 6" SIDE OUTLET TEE 2 "X4" STUD SERVICE FuIARKER PAINT UPPER PORTION WHITE a AND STENCIL ON SIDE WORD "SEWER" WITH 3" HIGH a BLACK LETTERS. 6" SIDE SEWER & BUILDING SEWER PLAN 6 SIDE SEWER 1:3:5 MIX X NOTE: CONCRETE 60' ALLOWABLE MAX BLOCKING FOR CAST OR DUCTILE IRON PIPE. SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE 6 "MIN LOWEST HOUSE ELEVATION, WHICH - 1 25, MIN EVER IS LOWER. 6 "MIN HORIZON I AL 6" SIDE OUTLET TEE SEWER MAIN CONC. BLOCKING ANGLE OF TEE AT MAIN OVER 25° ELEVATION 0 eo� 25' 2% MIN SLOPE HORIZONTAL TYPICAL SIDE SEWER ELEVA TION EXISTING SEWER MAIN `6" SIDE SEWER e`i 6 TEST TEE TO BE INSTALLED AT CONNECTION NO TE: MAKE TAP THROUGH CAST IRON SADDLE SECURED TO 'SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN & REINFORCED CONCRETE, D7 & Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED. SIDE SEWER SERVICE DETAIL TYP. SEE SHTS. 15 & 16 24" ADJUSTING RINGS OR BLOCKS AS REQUIRED. 24" x 6" FRAME AND LOCKING LID PER DRAWING BR29. 4" MIN. TO 12" MAX. k PRECAST VALVE ADAPTOR COLL R ro CHAMBER CONE 8" OR 12 10 v R.C.P. OR EQUUA RUBBER GASKET PIPE 2 i I - N 1 12 "D I- 4 314" R JOINT KING 7/8 BEND PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. AS SPECFED CLEAN -OUT DETAIL rq, ° p 6" MIN. / 48" POURED IN PLACE BASE EXTRA SHALLOW SANITARY MANHOLE TYPE C (BR 38) MANHOLE FRAME & COVER SEE DRAWING BR29 25 ADJUSTMENT 4" MIN. RUBBER GASKETED JOINTS ACCORDANCE WITH ASTM. C -443 4" MIN. STEPS -314" DEFORMED BAR STEPS SHALL BE INCLUDED Z - 6 7/2" i� CONRETE RISER BY PIPE INC. 48" OR APPROVED EQUAL MAX. PIPE SIZE -27" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL. CONCRETE SHELF MORTAR ZP04� PRECAST BASE SECTION OR CAST IN SHELF - �- 6" MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL (N TS) TYP. SEE SHTS. 75 & 16 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29 * 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE ** 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL * TYPICAL AND SHALLOW TYPE B SANITARY MANHOLES ONLY 24 "x 6" FRAME AND LIP ** SHALLOW TYPE B MANHOLES ONLY `PER DRAWING BR29. RECOMMENDED FOR APPROVAL BV �n BY-_t c_*1znnn♦ L� 24," Iq, po MIN. TO 12" 42" MIN. T6 84" MAX. E 2' T05'I SHALLOW TYPE B SANITARY MANHOLE DETAIL (BR 37) PORTION OF SW 114 OF THE SE 114 OF SEC 19, TWN 23 N., R SE., W.M. p p�90 CITY OF RENTON TOUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS O��oR -A WEST VALLEY EXECUTIVE PARK 6632 SOUTH 197ST PLACE, SUITE E -102 ° KENT, WA 98032 VALLEY VIEW ESTATES PHONE (206) 251 -0665 FAX (206) 251 -0625 SANITARY SEWER DETAILS. & NOTES 1� 1 / 54 wq ,W`�' l PER CITY REVIEW DT I 97 DESIGNED: D.O. DATE: SEP 7996 JOB NO. 696 -001 -951 `SIONALl DRAWN: D.O. R.D.V. CHECKED: M.T. SCALE: NA owc -ra 6961SSDT EXPIRES 0/22/9'! N0. REVISION BY APPR. DATE APPROVED: SHEEP: 15 OF: 24 I-E. = 177.36.; 24 COvLq N w 238LF 8 0 C Ue U TE _Tj *LOT' I SltA: 44-4 �.'-3 !- RT. 900 BL Sss STUB I.E. 176_96 FF= I k.9.6 0 BF=180.60 RECOMMENDED Pik N Af?P1V0iiAL 8.65 V/ CE, TEE F tZ_rA - -Z- E. 176_ 4 VICE - -- in J-9-142 'R �50.M E. 75 _ys-STUB S STA: LOTS SE 178. 00 J. 16 7,8 s BF=='169 00 ,j-'37V 5 6- D..-q LT STA: L T, 2� -35' L T /_ f STA: Z STUB SSMH EXTRA SS SERVICE TEE '-LE. 169.24 !�ss STUB i LO,\T 33 I. E. 176.67 1 *LOT 77 Le�-, 158.12 C, W. DEDICATION J _20'R.1�1 ;�7 C 11011 FF= 1 8�3. 70 LOT 3 FF= 16B. 00 SHALLOW TYPE '9A TE BEFORE PLA t. LOT 30 1 11/� ql . 8F= I 8�. 70 (a FF= 183. 00 LT, BF=15&22 STA: 1+41.50, C�o 186. 00 STA: 2+93.21l 7. 11. 56' L T. STA: �5 i 63: 4 -3&! RT. 8, =1 BF=174-00 FE LOT 5-4�is-4,5z- 77-00 SS"SERWCE T RIM EL. P_ 2+30., SSS STUB STA: J+ 94� 35' L T I. E. 'l-'i 7.58 \ I'dr) , _FF=165i� LE_= 5SSMH #1 I.E. 6'+5D -3 sss -z,:zl T bF=156_2_b' 1 1. E_ = j-5-P-J-9 OUT S ! . I.E. 16 .68 STUB )s I.-qs SHALLOW TYPE 8 II I.E. 153.30 10.00 LT. 5' (TYP S TA: 1+83�1 35' L T' STA: 0+0,3.28, wm,s (2) STA: 1-f-66.26, 6.92!,LT J`7 SS ua RIM EL. 155.06 155-1�iz SS SERVICE TEE IN H 48"0 s5s S' L � 152.22 E. , S TA: L T 61 I.E. OUT151-oz RIM EL. = 19L2�211q7,3 SS SERVICE TEE STA: LT. CONTRACTOR VERIFY. I. E. Y77.12 ;�L 0 T 72 I. E. -LZB.-34- IN 177 87 Z, ", - . -_ -_ (E L7-9,� OUTJ7.7-17 ss CE 7EE I F- 0. 8b I i FF= 1 _�q& 00 1 . RIM EL. t5 LOT 27 /,f., 1-1 "EX 'S7 FF= 189 80 18 STA: 38.69, 31' LT SSS STUB LOT 26 _9.73 S TA 7+ STA: 1 6-+- 1 J, 4- sss TUB FF= 193 00 4T LE. 5 4.19 RT. Z _A69, 5' RT SSS (STUB oy LE. 182.0 ss STA_--4��M.4775' LT 1. MARK END LOCA77ON OF SS STUB WITH FE STUB W4k7T� 'PAINTED POST PER SIDE SEWER J+00-3 I _SSS / /.h 1.3 0 SERVICE T LE. 178_ L E_ = 181& STA:-8, �,. X& R T, iga57 DETAILS SHT 19 OF 24 WVS (2) SS SERVf" TEE 1. E_ �+-rz-34' RT STA: J1 LT I. E. 18 FIRE HYD. STA: N) 2. MAINTAIN 10' HORIZOWTAL_ SEPARATION i �SSSSTUB �)T 2.9 i-E. = 182.44 6-0 SS SERVICE TEE BETWEEN SIDE SEWERS & WA-TER- SERVICES V STA: 6+ 48, 5' T S \I.E. 18bJ33 i�, L i FF-187.00 STA: 7+48.69, 5, R-h MIN. Y REQUIRE INDIVIDUAL PRIVATE SS-SER VI J. LOTS 8 THROUGH 16 MAY SEWAGE LIFT STATIONS, DE *LOT 1, 1 SS' SERVfCE &\ MIN. PENDING OF h�IILDERS 6 TEE P 27.59 LE. = 17% A I I. E. 1 .72 c CONF7GURA T70N OF NEW HOME PLANS, L! STATIONS STATIONS �z FF=189.9 -SHALL BE DESIGNED IN ACCORDANCE WITH THE CITYOF BF= 80.9 05 %A: 6+68.\44. 121.59' T REWTON STANDARDS AT THE TIME OF ISSUANCE OF SE P V1 Q� �!E' TEE Q) WV SSS, STUB S LT CITY OF, RENTON SIDE SEWER PERMIT 72 LE. 1 200 188. W_&� 4. SEE SHEET 9 OF 24 FOR UTILITY TRENCH ASPHA[ i LE. i9a87 CROSSING AND PATCHING DETAILS. si 195 IT 5' (TYR,) DRIVE STA: 6+, 'i5 59 N LO T 25 EX. SSMH� SSS STUB FF 193 00 RIM LL. = 100.Z,) I.E. 179.201 p I.E. = 159.OJ SSMC 117 48"o 8+62.39, 5.00' RT STA TION '-,,MONUMENTS TO BE INSTALLED RIM EL 197-,1�2-il Z�o 7 S, 8 E Rq_ n (j6. S 114 COR. 19-2.3-5 LOT 14 166. 00' LE 190.1 137.07 1JJ5,57' �00! - CITY MON FF=1919.,00 5 BF=181.013� 8 "o p BENCH MARK vc S, -W 2659.26'(MEAS.) q, s CITY CONTROL MON #1160 15 6 �-PVC N89-56'JH --p S 114 COR SECTION 19-23-5 N89-58'08-W 2659.31(RENTON) SW COR. 19-23 -5 6"0 PVC S RIV S = \2- 07. MIN. (TYP-) & MIN. BRASS BUTTON WIPUNCH S = 2.07. Mk CITY MON #230 24 " CO COVER 24 Cdi(ER LOT 24 IN CONCRETE IN CASE (7196) �-AS BUILT BASED ON FIELD SURVEY PERFORMED L_v FOUND 112 (TYP.) & MIN. 4:,0 T --Z ELEVATION = 18.85' v -�-igaoo DEC. 1997 i:5, 6+65. ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D. 1. S k,�BF 7+ ' 0 8 .0 18 T f STA.-, -6 R SS8�STUF TA.-' 70 SSS STUB I. E. .22 10' OF SW 114 OF THE SE 114 OF SEC 19, TWN 23 N., R 5E., W.M. F SSS STUB LE_ iga66 PORTION T L E. = 181.23 f - -1 CITY OF RENTON 66 7-4 W TOUMA ENGINEERS, OFF PUBLIC WORKS i o 45, \ c .LOT 1.5 N FF= 192. 0 MA TCHLINE 0 STA: \0+51.00 SEE SH T 1-6 OF Ji O WEST VALLEY EXECU77VE PARK FF= 19 1. 00 �2 BF= 183. 00 STA: -7472-3�.5& -5f RT. TO CONTINUE BF= 182. 00 1 17 SZ I SSMH #6 - 48 110 &02 SOUM 191ST PIACF_ SUITE E-102 - K0VT WA 98032 VALLEY VIEW ES TA TE STA: R SS SERVICE TEE - - FHOW (205) 251-0665 FAX (206) 251-0625 SANITARY SEWER PLAN 1 I S S STUB LE. = 180.71 STA: 7+94.90, 5.00' RT STA -6-1- RT JLC JEL 179. 54 kt'10 S4' STA:6+78.49-16.6J' RT RIM EL. 195 5. ncsz 9m i PER CITY REVIEW DT 7/97 DESIGNED: D.O./R.D.V. 1JOB NO. M�' SEP 10"q 'RT SS SERVICE TEE 163-37-/-E. IN E_ 9 7 DRAWN- SS SERVICE TEE s LOT 23 2 PER CITY REVIEW DT 2 Ell' : V CALE1 I. E. = 178,50 IN S. L-�11 ill :�,S 1 E�7= CHECKED.,_DATE APPROVED: SHEET: 12 OF: 24 STUB FOR LOT 16 LE 178.70 I.E. 18 65 OUT F-F= 192.00 -w _gmaf- M.T. T 20, r-.961..., WE2 7p- 2 r I IE=(79..34 IS 3.27 NO. REVISION dS A 11 R @LL 157 I 3 8 24A E �3 4-oz S-TA: 3+57.13, PT STA: -ID' �, J_��f RT EX. SSMH 44-z, t-,q 1? `73, -S-qjB �2� Z. -Si- Z�Ds.5 - 38 RIM EL. = 149 87 STA: --Ss-s- STUB RT - STA-'- 4-1'09.05- 35-RT. SSS - I. E. 1 1�--92 SSS STUB L E. 158.32 lz� - 3 _sS S.! STA: RT. /. E. 743.05 LE.= SS�S STLIB .1. E 52- 75 _SSSLSTUB fi LO T/8 STA: -44-&9.4-1, -zt � LT. L-i'l.- 170-')'2- STA: J+57.30, ib.-00' L, . STA: a_"� _7_2� L T'. I. E. 152.57 9.40 FF= t8 SS' SER117Cf7 BF 180- 40 I.E.= 174.q7 TEE - ;SS S7FAz� 4+07.04l 12-18' � _1i -SERVICE I.E. I-q4.04 TEE SS SERVICE I. E. - 757.48 I TEE = SCALE: 20 STA: -67-35-' RT. - S SERWCE TEE - ; I SSMH 1,�3 - i48"O _4+'�11.R_ i i LOT 6 1- 169 T8 - -17.82, STA: 2,, 3 4. 05' L T 20 0 10 20 c, i E_ I __sSs STUB I I.E- 177.19 T_ F 7- 18.3- 0 0 BF= 174. 00 LO77- 5 -LOT 4 LO T 3 RIM EL_ .1 jj�l. 77 LE- 1� IN STA: 1+8,3. 5. 6.91' LT. *LOT ___L_O BF= 169- 50 FF=t �. 0 0 FF= 16 7.,6 0 LE- �1 OUT150m SS SEP-VICE I.E. 151.6 TEE 3 FF= 18 7.2 0 BF-153 BF=158. cf) FF= 189. 0 P.r=7 S 29- ___yp. 2 BF=180.501 I, S5: M H /* 4 4 / yp. A ✓ FF=15- 0 -1 S 7 +66.26 -4-2' RT. TA: STA: 4-475.01, 11.00/RT. IT , LOT I sss 4T I.E.= �52.45 MIN. N RIM ELI = 19e. rte= 756.45 ! I. E. 1.E. 4-7&.-27 OUT176.10 S TA. . 14 SS STUB - 7--- Z 6 "m PVC S = 2. 0% MIN. (TYP.) & I�IN. � po po 4' D i I-E. = 177.36.; 24 COvLq N w 238LF 8 0 C Ue U TE _Tj *LOT' I SltA: 44-4 �.'-3 !- RT. 900 BL Sss STUB I.E. 176_96 FF= I k.9.6 0 BF=180.60 RECOMMENDED Pik N Af?P1V0iiAL 8.65 V/ CE, TEE F tZ_rA - -Z- E. 176_ 4 VICE - -- in J-9-142 'R �50.M E. 75 _ys-STUB S STA: LOTS SE 178. 00 J. 16 7,8 s BF=='169 00 ,j-'37V 5 6- D..-q LT STA: L T, 2� -35' L T /_ f STA: Z STUB SSMH EXTRA SS SERVICE TEE '-LE. 169.24 !�ss STUB i LO,\T 33 I. E. 176.67 1 *LOT 77 Le�-, 158.12 C, W. DEDICATION J _20'R.1�1 ;�7 C 11011 FF= 1 8�3. 70 LOT 3 FF= 16B. 00 SHALLOW TYPE '9A TE BEFORE PLA t. LOT 30 1 11/� ql . 8F= I 8�. 70 (a FF= 183. 00 LT, BF=15&22 STA: 1+41.50, C�o 186. 00 STA: 2+93.21l 7. 11. 56' L T. STA: �5 i 63: 4 -3&! RT. 8, =1 BF=174-00 FE LOT 5-4�is-4,5z- 77-00 SS"SERWCE T RIM EL. P_ 2+30., SSS STUB STA: J+ 94� 35' L T I. E. 'l-'i 7.58 \ I'dr) , _FF=165i� LE_= 5SSMH #1 I.E. 6'+5D -3 sss -z,:zl T bF=156_2_b' 1 1. E_ = j-5-P-J-9 OUT S ! . I.E. 16 .68 STUB )s I.-qs SHALLOW TYPE 8 II I.E. 153.30 10.00 LT. 5' (TYP S TA: 1+83�1 35' L T' STA: 0+0,3.28, wm,s (2) STA: 1-f-66.26, 6.92!,LT J`7 SS ua RIM EL. 155.06 155-1�iz SS SERVICE TEE IN H 48"0 s5s S' L � 152.22 E. , S TA: L T 61 I.E. OUT151-oz RIM EL. = 19L2�211q7,3 SS SERVICE TEE STA: LT. CONTRACTOR VERIFY. I. E. Y77.12 ;�L 0 T 72 I. E. -LZB.-34- IN 177 87 Z, ", - . -_ -_ (E L7-9,� OUTJ7.7-17 ss CE 7EE I F- 0. 8b I i FF= 1 _�q& 00 1 . RIM EL. t5 LOT 27 /,f., 1-1 "EX 'S7 FF= 189 80 18 STA: 38.69, 31' LT SSS STUB LOT 26 _9.73 S TA 7+ STA: 1 6-+- 1 J, 4- sss TUB FF= 193 00 4T LE. 5 4.19 RT. Z _A69, 5' RT SSS (STUB oy LE. 182.0 ss STA_--4��M.4775' LT 1. MARK END LOCA77ON OF SS STUB WITH FE STUB W4k7T� 'PAINTED POST PER SIDE SEWER J+00-3 I _SSS / /.h 1.3 0 SERVICE T LE. 178_ L E_ = 181& STA:-8, �,. X& R T, iga57 DETAILS SHT 19 OF 24 WVS (2) SS SERVf" TEE 1. E_ �+-rz-34' RT STA: J1 LT I. E. 18 FIRE HYD. STA: N) 2. MAINTAIN 10' HORIZOWTAL_ SEPARATION i �SSSSTUB �)T 2.9 i-E. = 182.44 6-0 SS SERVICE TEE BETWEEN SIDE SEWERS & WA-TER- SERVICES V STA: 6+ 48, 5' T S \I.E. 18bJ33 i�, L i FF-187.00 STA: 7+48.69, 5, R-h MIN. Y REQUIRE INDIVIDUAL PRIVATE SS-SER VI J. LOTS 8 THROUGH 16 MAY SEWAGE LIFT STATIONS, DE *LOT 1, 1 SS' SERVfCE &\ MIN. PENDING OF h�IILDERS 6 TEE P 27.59 LE. = 17% A I I. E. 1 .72 c CONF7GURA T70N OF NEW HOME PLANS, L! STATIONS STATIONS �z FF=189.9 -SHALL BE DESIGNED IN ACCORDANCE WITH THE CITYOF BF= 80.9 05 %A: 6+68.\44. 121.59' T REWTON STANDARDS AT THE TIME OF ISSUANCE OF SE P V1 Q� �!E' TEE Q) WV SSS, STUB S LT CITY OF, RENTON SIDE SEWER PERMIT 72 LE. 1 200 188. W_&� 4. SEE SHEET 9 OF 24 FOR UTILITY TRENCH ASPHA[ i LE. i9a87 CROSSING AND PATCHING DETAILS. si 195 IT 5' (TYR,) DRIVE STA: 6+, 'i5 59 N LO T 25 EX. SSMH� SSS STUB FF 193 00 RIM LL. = 100.Z,) I.E. 179.201 p I.E. = 159.OJ SSMC 117 48"o 8+62.39, 5.00' RT STA TION '-,,MONUMENTS TO BE INSTALLED RIM EL 197-,1�2-il Z�o 7 S, 8 E Rq_ n (j6. S 114 COR. 19-2.3-5 LOT 14 166. 00' LE 190.1 137.07 1JJ5,57' �00! - CITY MON FF=1919.,00 5 BF=181.013� 8 "o p BENCH MARK vc S, -W 2659.26'(MEAS.) q, s CITY CONTROL MON #1160 15 6 �-PVC N89-56'JH --p S 114 COR SECTION 19-23-5 N89-58'08-W 2659.31(RENTON) SW COR. 19-23 -5 6"0 PVC S RIV S = \2- 07. MIN. (TYP-) & MIN. BRASS BUTTON WIPUNCH S = 2.07. Mk CITY MON #230 24 " CO COVER 24 Cdi(ER LOT 24 IN CONCRETE IN CASE (7196) �-AS BUILT BASED ON FIELD SURVEY PERFORMED L_v FOUND 112 (TYP.) & MIN. 4:,0 T --Z ELEVATION = 18.85' v -�-igaoo DEC. 1997 i:5, 6+65. ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D. 1. S k,�BF 7+ ' 0 8 .0 18 T f STA.-, -6 R SS8�STUF TA.-' 70 SSS STUB I. E. .22 10' OF SW 114 OF THE SE 114 OF SEC 19, TWN 23 N., R 5E., W.M. F SSS STUB LE_ iga66 PORTION T L E. = 181.23 f - -1 CITY OF RENTON 66 7-4 W TOUMA ENGINEERS, OFF PUBLIC WORKS i o 45, \ c .LOT 1.5 N FF= 192. 0 MA TCHLINE 0 STA: \0+51.00 SEE SH T 1-6 OF Ji O WEST VALLEY EXECU77VE PARK FF= 19 1. 00 �2 BF= 183. 00 STA: -7472-3�.5& -5f RT. TO CONTINUE BF= 182. 00 1 17 SZ I SSMH #6 - 48 110 &02 SOUM 191ST PIACF_ SUITE E-102 - K0VT WA 98032 VALLEY VIEW ES TA TE STA: R SS SERVICE TEE - - FHOW (205) 251-0665 FAX (206) 251-0625 SANITARY SEWER PLAN 1 I S S STUB LE. = 180.71 STA: 7+94.90, 5.00' RT STA -6-1- RT JLC JEL 179. 54 kt'10 S4' STA:6+78.49-16.6J' RT RIM EL. 195 5. ncsz 9m i PER CITY REVIEW DT 7/97 DESIGNED: D.O./R.D.V. 1JOB NO. M�' SEP 10"q 'RT SS SERVICE TEE 163-37-/-E. IN E_ 9 7 DRAWN- SS SERVICE TEE s LOT 23 2 PER CITY REVIEW DT 2 Ell' : V CALE1 I. E. = 178,50 IN S. L-�11 ill :�,S 1 E�7= CHECKED.,_DATE APPROVED: SHEET: 12 OF: 24 STUB FOR LOT 16 LE 178.70 I.E. 18 65 OUT F-F= 192.00 -w _gmaf- M.T. T 20, r-.961..., WE2 7p- 2 r I IE=(79..34 IS 3.27 NO. REVISION dS A 11 R @LL 157 I 3 8 24A E N I I �u ° Q U 1111.. I N NO TE; MARK END LOCATION OF SS STUB WITH WHITE PAINTED POST PER SIDE SEWER DETAILS SHT 15 OF 24 MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN SIDE SEWERS & WATER SERVICES. A S TA TION MONUMENTS TO BE INSTALLED BENCH MARK CITY CONTROL MON #1160 S 114 COR SECTION 19 -23 -5 FOUND 112" BRASS BUTTON W /PUNCH IN CONCRETE IN CASE (7196) ELEVATION = 18.e5' �OMMENDEO Z APPROVAL \-B 5 i j �0,1�Oj / ALL SEINER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.l. j _ —` =19!.00 � E 1/4 C 19, WN N., R 5E, PORTION OF SW 1/4 OF THE S OF SE T 23 W M = 182.00 � CITY OF RENTON IOVM/'9 E /YV % /YEE. DEPARTMENT OF Pl1BLI0 WORKS If£ST VALLEY EXECU77W PARK �/ /( �,j/ �° 6632 SLY/7H 19i5"T PLACE St/!7E E -102 •KENT, WA 980.32 VALLE / W EYY ESTA 7E PNOAE (206) 251 -0565 FAX (206) 251 -0625 R PLA SAN N 2 P- Cr'Y P.- Ll1FI ^✓ OT 11J7 DESIGNED: D.O. /R.D. V.I T ARY SEWS -001 -957 2 P ! Y _ D T 21s / DRAWN: D.O. R.D. V. ! G1 �F�! /l -��i{� CHECKED: M.T. NO TED 6961SSP2 / � AS .BD�LJ' S / -/2.9� sue, APPROVED: SHEET: 73 OF: 24 NO. RE179flN BY APR. DATE _ / �__ ,. f,F4°,- �. - 2oaoG� C�.•� . �<• "aod ® R4l�.')Ff� dS o y N N M O � O �b y w 4 R CL 157 'f 3 24X - - - - - - - 200. -- oo' ✓c - - PROFILE ROAD OEN" TER S. 20,0 �-' P� ,. I 200 - ' 190 ,Y - - - -- - - - - - - - -- - _ -. onn ..yE - - -- -- - - - - - - - -- - 4 - Tao LOW TYPE B - -TER LINE U) ALLOW � `wA I STA: 0 +3.28, 10.00' RT. 7a{ i80 Z C RIM EL. - _ - - - - - -- - - / - i t 7k- OA NT C,ORT OaV VERIFY:- . SSMH 2 EXTRA � 170 '. --Et _- - - -_ - - -- - - - -. -- -- - e 7t -- s = ,- I 70 ALL O p. t <� 7 — - - -- - - - -- STA.L1+41.50, 77.56: LT. STORM LINE i, " - - -- - - r g00_L<)E- - -- - 7 . v. �Iy) _ L� L 1 -E- OUT SS 036' SSMI� 114 O 77 'R8"0 �' �TA 760 A -1h- -- ' -- - - -- - - - -- _ - _ 60 1, �tf 7 T. _ STORM SEWER 9 __ - -- - -- RlM EL ion zz Z 2 00� _ �_ - -- -- — - -- - -- -- _ - - - _ems rl� 2 F.E. - IN l v _ zD T - -- - SMH — B "� E. r �,,o our y 150 -- -- - - -- -- - - -- _ -- - - - 50 P 737LF 8-0 DI SS S = = - u / ! ' / n u ,- J STA• 2 +37 82, 4.06' RT � 1 L- - a2yDj c }8LF 8 D! SS S : D. 40% PIM EL. 1�S Ib1.77 ~ T ----------------------------- STORM LINE -- - I.E _ ° OUT DAT 4 ELF L' 140 0- 00 �l I �i� il„ - -- v O Ca N O �Ln Tw co uIn d d N O ^� ti I v o �N u n �1� o alp �� '�I a cc ° a a rn 3) O'er i 0+00 0 +50 1 +00 1 +50 2400 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 200.00' VC NOTE _ LOW POI,ki l LL-,i - 79 2------------ - SEE SHEET 9 OF 25 FOR U77L17Y 7PENCH — w 2 ✓' � n UV T S u = 6-151 CROSSING AND RESTORATION DETAIL L0 elm `n -�? ! � 7 =25 200 - _ - -� _- -- _96 -��'- r L, 7 9Lbo - -- _ r 200 7.. D. _ -,5--- � 3 - ! -1.00% i q E n } .i'•. OS �� VC SS I ! 190 190 = SA&230007 WATER LJyVE I J q W H ORMSEWER— I o . 780 I 13 F 8„0 P !C SS S= 4.075 I 2 q . o I w SSMH #7 f, SSALJH #6 - 4503 ;'! U o {rn 48 0 iso ~ �2-2j 8-0 C 900 'BLUE BRUTE S = � % I SSMH i 5 -4 ST 7 +94.90., 5- RT N+ ! STA: 8 +62.39, 5' RT.'. 3- TT -� # -8 3 z1 1 HIM Zi a- RIM EL. ?192.371 = ltaz mss; q Ui�D LE - _ OUT SCALE: LE !N E.1g3.37 ; -E-1on n !9$07 HORIZONTAL 7 " =2Q' 170 1. E. = IN 17Z $7 1 ,O 1. E. = 17— 1 ourrn;77 !.E _ sI OUT 183.Z -7 : Q N 770 VERTICAL 1 DATU_af ELE PROFILE ROAD ENTER DA VIS A VE S. S. 1ST STREET 185. oo �� jo OIo v ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I. ; N �Irn a Irn o o o c cl 1 I i RECOMMENDED 80.00' vc 5 +50 6 +00 6 +50 7 +00 0I m 7 +50 8 +00 8 +50 AS BUILT BASED ON FIELD SURVEY PERFORMED FOR A��R V �� ro BY TOUMA ENGINEERS, DEC. 1997. �V PV7 srA = 0 +4o c 170.00' VC + c 14aDO' vC iiiy� PV1 ELEV = 797 -23 8�� _ - N _ 3 +50 /! O K = 8.89 Os N - - -� - -- = °� - t - -- 75q > j 7G�� -� at c i + ZIO — =- _ - _ - 3 �: B _ _ �o 270 �' -- - -- - - -- - -... o _ - - -_T_ v -- - / 6 0' o,. o, . -✓ s. L 270 m m ! HIGH rOl�1T ELEV != 210.86 - + - - - -- - _ — 1 200 - - - -- - - -,1200 = 1i +65 I �X H. TE LINE v9_ o �� sr7 SSAIH 91 48 '� -- - °�� °R arc I_ r S . ! 5 I RIM FL. = 207 C3 190 ZCoIOf i _ R11 E - w W - DATUM ELEV LE 8 »� C 19(17.431 Itl — f�� 190 �sx7o NT9 ORAL �o) I STA: 7 +94.90, 5' RT, 780 RIM F1 19 Z N d< �a � N J e yo ��S I I.E. = 494_.z§- IN E. 18337 3 +50 4 +00 4 +50 5 +00 CITY OF RENTON ` I.E. _ -Z$y3' .7:s IN S. 163,37 ! DEPARTMENT OF PUBLIC WORKS VALLEY VIEW ESTATES O N O N Ooi N O N N d ic, 'N I O ^ �N O n� c; N O N : ,I RBAB -Br PROFILES S qi EWE P F/ ES TOIJIblA ENGINEERS C Y R ✓iE'v`v' D I 97 DESIGNED: DO/R.D.V. DATE: JULY 1996 JOB 0 +00 0 +50 7 +DD 1 +50 2 +00 2 +50 OEST VALLEY E7ErCU77VE PARK 2 PER OI , K RE ✓!Eby DT 2197 DRAWN: DO .D. v. S`A`£ 69 696 -001 -951 - "° PROFILE ROAD 'CENTER DA VlS A VE. S. _ -��OD PC STA: 2194.5Q EL 206.05 653250lJ1H 791ST PLCE- 102'XEM7, MA 58(52 PHOWE (206) 251. -OW5 FAX (206) 251 -0623 ! AS 7�11L%� S /y � IZ- 8 CHECKED: M.T. 1 " =20 H 6?61BASE.DWG NO. REVISION BY APPR. DATE APPROVED: SHEET: OF: 24 ' `t N d< �a � N J e yo ��S SANITARY SE IWER NOTES & SRE CIF:%CA T/ON S 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE Vr7ir,' THE STA.Nf)A�z,: SPECIF.ICATIQN.S QF THE --,'7-Y OF RENTON UTIUTY DEPAR TIMEN -_ AND E s -S; EDITION OF 7HE WSDT/APW✓A STANDARDS AND SPECIFICATIONS 2. THE HOURS OF WORK IN THE S7REET RIGHT OF WAY SHAL BE A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPP.OVEJ ` ✓ /Ti 3v THE DEPARTMENT OF PUBLIC WORKS AT 2J5-2520- ALL SR E C OSGr PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT v c.BL:C 1S(ORK� 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT,, AND 911 SHALL BE VOTiFiED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECI ?CATONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WA.SHANGTQN STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LA FST ED ?T7ON -APKA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EX,'STING UTILITIES SHOWN ARE APP„OXIMA7L AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONS7RUC770N IT SHALL BE 7H,E CON'T<AC IOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PEP,M17S PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRES NTA77VE OF 77-IE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKF-L A' CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR 77-IE 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 077-IER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON 774E JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 10. THE CONTRACTOR SHALL PROVIDE 77-1E CITY OF RENTON WITH AN AS -BUILT DRAWING OF 77-IE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED PROFESSIONAL SURVEYOR. 11. BACKF/LL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 81 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 HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -S /TE EROSION AFTER 77-IE COMPLETION OF CONSTRUCTION 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 77-IAT 77-IE EN71RE LENGTH OF 77-IE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW 77-IE PIPE- 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7ED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 m/I'u AOnIlr nAIIcurn I DAnr tAi DAI/r A-A rn lira iii - ci nnr iAe Ai l PROPEP _i ^J= SIDE SEWER MAIN TO PL BU/ DING 5 rVEP O< 1 6" SEWER PIPE BLDC SE W == SIDE OUTLET TEE Z! _ 2 "X4" STUD SEP,VTCE 11 -'E-- PAINT JPPFR PORTION N✓ - s AND STENCIL ON S ?DF WC� o ' SEWER" ✓✓'7H a BLACK LETTERS. 6" SIDE SEV ✓ER & BUILDING SEWER PLAN 6` SIDE SEWER / is 3:5 MIX `Y - -..,. , NOTE : CONCRETE 6D' ALLOWABLE MAX SIDE SEWER SHALL HAVE A BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY x DUC TILE IRON PIPE. LINE OR 3 -5' LOWER THAN 6 MIN 1 �1i LOWEST HOUSE ELEVA ND +- H'C; , - ADJUSTMENT 4'" M'N. 25' MIN ', l EVER IS LOWER - 6 MIN HOR?ZOlvTAL CONE \ `6" SIDE OUTLET TEE '--SEWEP, MAIN RUBBER GASKETED JOINTS EXISTING SEWER MAIN CONC, BL OCKINr ANGI F OF TEE AT MAIN OVER 25° -6- 6" SIDE SEWER ELEVATION v 6"T£sT TEE - vA P� gE 6 0 ,�aGRE GO 25` 2% MIN SLOPE HORIZONTAL TYPICAL SIDE SEWER -LEVA T1 ON TO BE INSTALLS AT CONNECTION NO TE. MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN & REINFORCED CONCRETE, Di & Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED. SIDE SEWER SEP, VICE DETAIL TYP. SEE SHTS. 15 & 16 ADJUSTING AS REQUIRI PRECAST VALVE CHAMBER CONE R.C.P. OR EQUA 24 OR BLOCKS i 24" x 6" FRAME AND LOCKING LID PER DRAWING BR29. �- 4�- MIN TO 12" MAX. x ADAPTOR COLLkR g° OR 72" X RUBBER GASKET ( IPIPE \` z p MORTAR FIL PRECAST BASE SECTION j OR CAST IN SHELF 6" MIN. j 6 MIN. (TYP) y SANITARY MANHOLE TYPICAL DETAIL (N TS) TYP. SEE SHTS. 15 & 16 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE #= 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. o. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL TYPICAL AND SHALLOW TYPE B SANITARY MANHOLES ONLY 24 "x 6" FRAME AND LIP ** SHALLOW TYPE B MANHOLES ONLY /-PER DRAWING BR29. RWOMMMID FOR APPROVAL FIN 1i R sly— = -- -- 24" R{; f a?r,oc 5 CID, '- >�'000si i it � ROLL 157 � 3:74 fA b� bad � �ro p g y r� w Q — MANHOLE FRAME & COVE4 — —SEE DRAWING BR29 - 25" 11 x ADJUSTMENT 4'" M'N. I I � 1 CONE RUBBER GASKETED JOINTS �% IN ACCORDANCE WITH ASTM. C -443 — 4" MIN. �J' - - STEPS -3/4" DEFOP,MED BAR STEPS SHALL PE INCLUDED g,I 1 l �I 6 112„ CONRETE RISER BY PIPE /NC. 48" OR APPROVED EQUAL 1 MAX. PIPE SIZE-21" I.D. LADDER -STD. ALUMINUM TEFL OONCRETENSHEL F MORTAR FIL PRECAST BASE SECTION j OR CAST IN SHELF 6" MIN. j 6 MIN. (TYP) y SANITARY MANHOLE TYPICAL DETAIL (N TS) TYP. SEE SHTS. 15 & 16 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE #= 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. o. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL TYPICAL AND SHALLOW TYPE B SANITARY MANHOLES ONLY 24 "x 6" FRAME AND LIP ** SHALLOW TYPE B MANHOLES ONLY /-PER DRAWING BR29. RWOMMMID FOR APPROVAL FIN 1i R sly— = -- -- 24" R{; f a?r,oc 5 CID, '- >�'000si i it � ROLL 157 � 3:74 fA b� bad � �ro p g y r� w Q