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HomeMy WebLinkAboutS-290005f- cn cn I a_ I- n N I� IN la ¢cal d \N F_ m m ::i i z;z' 010 ct� IOr: ) ziziz w gg� � F Oo In V) Y Z 00 w 00 Q Q = Iii � ��'Zi z Iz 5 w'w a- 7 m 00pl 00 Q U UICJ ") C4 � o !gyp- jr,„,2�� SECTION 21, TWP. 23 N., RGE. 5 E., W.M. PVI STA - 65 +50 - x I 290 ......... ......... W :.:....Ar. PROFILE :.:... :..:.:..:. ........... .. 280 � o 26a PVI:ELEV 237.50 - ------ - ...n ....a0 v --------- HIGH POINT ELEV = 268.70 HIGH -POINT STA 63 +45 LOW POINT ELEV _ 267.56 '64 ' E ....N . N N N a o� .. .. o N -: N PA STA =: 63 +F0 LOW POINT STA -_ +46.44 of - - . ao N -- N 2 ® _ ..:g . o N N _ N °I PVI ELEV = 268.85 PVI STA = 64+50 PVI ELEV 267.35 E (L 0 \:. ...... .. i 265 SMH 7 ! P I- 280 � STA. 62+35.50, 5 I A D. _ -2.50 .= &D 150 280 4 o - , ... 260 K = 20.00 50 00,. K 14.30 n VC ..... .q .... .. . . ....... ......... : 260 W 3 C.J 3 ...: . , . . . . . . . . . SSD 290:83 na: N 50 00' VC (NHS D 164 07 V) 0..a + 230 Lij Ip�dE�q.I RIM = 240.85 S M 5 TYPE, I- IF =232.T5: 6 ":IN) STA 5D+ LT IE= 23Z.05 (8" OUT) RIM =238.66 .. 28 +N 255 'O2W p�� 6/J VJ - . - .. .. 275 \ .. ... ... .. N..� GUARD RAIL M .... ..OLYMPIC TO p PIPE �C= ... . $ 275 Qc . N Mm:: N N Cl N v w ^ 70 +00 `1 >SMH5 TYPE 1 -48" Y 1 71 +00 CONTRACTOR TO INST. :SLAB CONCRETE OVER EXISTING OLYMPIC PIPE LINE WITH CONCRETE � N x z . ,a d � i ?A. 8 +91.05. 7.8 Ll.. 270 \ ..... CAP PER: SLAB pET41l. -420 270 N ON SHEET 20. 250 iIM= 263.30 E= 254.60 8" IN) �8" .f '` �` �- ^� p + ... n m N 265 1 - 265 ., - _- � _ - -- . ... ��: ::: �`-� `:... N . C 0 260 + 165 CF _.. - 1g" o P.ei.:.: 260 8 Z // PVC ® .00q ::� / CROSSING C C o °� ` d �: 100 LF 245 _:..: ....... d _ 8 , pyc � a ; 245 255 1. SSMH TYPE 1 48 ". _. 255 �Wyy F+ \ 240 STA .. 2 +42, 5 RT. _iiM=268.00 SSMH 1 :6 TYPE - : -... --- ----- --- _.. ...... - ..... ... \ �� ... . ; 240 64 +0 0, 5 IE =259 30: (8° :IN ) :: STA. RT. - 5 m Y E= 25920 $" OUT) RIM 26$.10 IE 257 55 (8 1N) SSMH 15 TYPE 1 _.... _ \ .._. . - -- ------ .. IE .257 45:8 OUT). . STA.: 8 +91.0.5; :7 8 LT._ c 250 __ _ .: ..... .. L :.. _ ... .. _ _. ALONG HARRINGTON PL. -S:E: 250 . -- - --- - - -- -- STDRM-VAULT RIM-26330 . .. .. E =25450 �8" OUT)..: ROAD G m, " c - o = - RO!ADH .. . CIE o T rc p _ . 1 "T50' N N NNNN.-�NN N N NN nn - -I -v, 61 +00 .NNN .N -N 62 +00 63,00 64 +00 65 +00 N I� IN la ¢cal d \N F_ m m ::i i z;z' 010 ct� IOr: ) ziziz w gg� � F Oo In V) Y Z 00 w 00 Q Q = Iii � ��'Zi z Iz 5 w'w a- 7 m 00pl 00 Q U UICJ ") C4 � o !gyp- jr,„,2�� SECTION 21, TWP. 23 N., RGE. 5 E., W.M. PVI STA - 65 +50 .... - x ......... w ......... ......... ......... :.:....Ar. PROFILE :.:... :..:.:..:. ........... .. 280 S5. MFI 5... : PE 1 -48.. PVI:ELEV 237.50 - ------ - ...n ....a0 - - - -- --------- --- ----- STA. 50 +87.38, 5.0 1 ....N . N N N �® ,:....( . �,,z N N- N o� .. .. o N -: N oo�i „�. - ... . - N - N of - - . ao N -- N Ec . ... N ..... N ..:g . o N N _ N ALONG. ROAD C RIM= 238.66 N , IE- 226.80:(8" OUT) 265. 1 \:. ...... .. i 265 SMH 7 ! P I- SSMH]�yy[18 TYPE =54 PER l .OA DETAIL. BO72 � STA. 62+35.50, 5 I 260 �\ _ RIM = 278.0+ E= 272.00 6" 1N) i �8" - ......... ... ... 260 260:- .. ..... .q .... .. . . ....... ......... : 260 _T ...: . , . . . . . . . . . . .,. . . . ' (NO . S.11H 1'.'l -46' '..:..:.:..:.:.......... PVI STA m 35 68 + + 230 RIM = 240.85 S M 5 TYPE, I- IF =232.T5: 6 ":IN) STA 5D+ LT IE= 23Z.05 (8" OUT) RIM =238.66 .. 28 255 1 ------------ FELINE -XIN0 . - . - A.D -r5.92 _. . 255 ..OLYMPIC TO p PIPE �C= 0# . .. . K - 8.45 N . N Mm:: N N Cl N p$ N. N. 50.00' VC 70 +00 `1 >SMH5 TYPE 1 -48" 71 +00 ..- ... :. NSD =83:38 .. . i ?A. 8 +91.05. 7.8 Ll.. ..... 1' -5' . 1LONG HARRINGTON PL. S.E.=- 250 iIM= 263.30 E= 254.60 8" IN) �8" '` �` �- ^� p + ... n m N E= 254.50 OUT) . ... ��: ::: �`-� `:... N . + (F << °� d 245 _:..: ....... d _ ; 245 240 - : -... --- ----- --- _.. ...... - ..... ... \ �� ... . ; 240 Y 235 _.... _ : _..... .._. . - -- ------ .. ............ 235 -- - --- - - -- -- STDRM-VAULT .. ... SEE SHEET :1$. = - RO!ADH FOR DETAILS .. 230 _ . 1 "T50' .... ....... ....... ......... ......... ......... :.:....Ar. PROFILE :.:... :..:.:..:. ........... .. 280 S5. MFI 5... : PE 1 -48.. PVI:ELEV 237.50 - ------ - ----- -- - - - -- --------- --- ----- STA. 50 +87.38, 5.0 1 ....N . N N N �® ,:....( . �,,z N N- N o� .. .. o N -: N oo�i „�. - ... . - N - N of - - . ao N -- N Ec . ... N ..... N ..:g . o N N _ N ALONG. ROAD C RIM= 238.66 N , IE- 226.80:(8" OUT) 265. 1 \:. ...... .. i 265 SMH 7 ! P I- SSMH]�yy[18 TYPE =54 PER l .OA DETAIL. BO72 � STA. 62+35.50, 5 I _ ) IE 226.90 (B" N 65 +00 66+00 67 +00 68 +OU Ek :GROUND AT PROFl6E..: - ....... PROPOSED GROUND 280 ............... :.:....Ar. PROFILE :.:... :..:.:..:. ........... .. 280 PVI:ELEV 237.50 . . iv 275 ............ ...... ....................... ............................... M275 ........................ N SO.DO' VC / /.... '. . :..... / e:J .. ...:.. ... 270: ..... _....._...., _D. .. ........:... .. 270 I ' .. 245 + 265. 1 \:. ...... .. i 265 SMH 7 ! P I- SSMH]�yy[18 TYPE =54 PER l .OA DETAIL. BO72 � STA. 62+35.50, 5 I STA. 62 +35.50, 5: RT. RIM - 27745 RIM = 278.0+ E= 272.00 6" 1N) i �8" IE= 268.75: 8" IN) IE =268:65! �8" OUT) E= 271.90 OUT) .... ' '" . ... 260:- .. ..... .q .... .. . . ....... ......... : 260 _T ...: . , . . . . . . . . . . .,. . . . ' (NO . S.11H 1'.'l -46' '..:..:.:..:.:.......... .... ... ...... ..:.:. .:.........:...:. :..:. :..:..... SSMH 18 TO SSMH 17 1 " =50' 1' =5' LOW POINT ELEV - 237.88 LOW POINT STA - 70+39.29 250 IM- STA •..70+50 .... . ........ 250 PVI:ELEV 237.50 . . iv A.D. a .7,00... : `..... n N SO.DO' VC / /.... '. .. N � 245 X w - HSDy71 ;37 . v, n C -4 . .. ; . :. .. . ' .. 245 + Fn ..� 240 �. 240 i .. .......... .. .... ' '" . ... ::...I:':::.: ..... 235 ` _T ...: . , . . . . . . . . . . .,. . . . ' (NO . S.11H 1'.'l -46' 230 ...... . ......... a C .. + 230 RIM = 240.85 S M 5 TYPE, I- IF =232.T5: 6 ":IN) STA 5D+ LT IE= 23Z.05 (8" OUT) RIM =238.66 .. . . IE= 226.90 (8" IN) o01 .: . . N . N Mm:: N N Cl N p$ N. N. ... 70 +00 71 +00 ROAD -J 1 " =50' 1' -5' �VJ*421 �"'o r,4 'dlk� 1011 KF' MAP KU A Approved By Date DEVELOPER: PAGEANTRY COMMUNITIES �►��'���'i 2936 KENNEWICK PUCE N.E. RENTON, WA 98056 (425) 235 -0744 (425) 235 -1394 FAX ., ENGINEER* o yY 18215 72ND AVENUE SOUTH 1s g KENT, WA (425)251 -62222 `r7hC ENa%Ik e (425)251 -8782 FAX CITY OF RENTON MoEPARTMENT OP PUE31_IC WORKS 4F SANITARY SEWER PROFILES ROADS G, H, AND J DA?E a707.[VUV IF" W. APPROVED DIRECTOR Of PV UC 'IiOP� K§'-- ft*ETCF 00• .3'- _.'9ao0.f` Q 7% ee �U m