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HomeMy WebLinkAboutS-30190968 ^ ()RTION OF THE E. 1/2 OF SEC. II TWP. 23, R 5 E., W.M. ALL INSTAILL APPROVED FALL RESTRAINT DEVI _ E I SEWER MANHOLES GREATER: THAN 207EET. / . (TYPE SUR LEGEND: APPROVED EQUAL): MANHOLES 0,, #4,: #51 AND #6 . " " " " r. 28 29 SSMH # 67 �. - -_ / �YPE AND SIZE 56 55 /� ® SANITARY SEWER MANHOLE (�� 54 ' , ) / 30 SANiT Ar°cY SEWER FLOW \ 57 5P 626 526 FINISHED GRADE CONTOUR i 53 �- 524 °° EXIST. GROUND CONTOUR 58 N 0 +06 -34 LF 519.5 i CDroK � ROCKERY (HEIGHT IN FEET) 60 59 LF � - - o g6,3o mom_ - �' -- _ 519.5 -__- -_ 52 i� o GABION WALL a a m SANITARY SEWER LOCATION STATION FROM DOWNSTREAM o _ iE5g5F �� 51 - 50 49 1+86 -26 L F 0 +07 z +66 35LF ° o.42 -34 (255) 525.0 524.5 i.E. 520.5 INVERT AT END OF STUB(MIN. -36LF 1E 521.6 - 1E 521.0 _ _ f. \ £ S�ss� Jl1 6 FEET BELOW PAD ELEV.) o u p c 0 74 -3 LF p E +519.53 h 0 09_3 L IE +519 0 +19 -36 LF IE 518.5 STORM R "T'RM D AIN `I e t _ \ P / 1 C - 6 ,1 _ _ -06 \ � -- - - e - ! - 0E 2 -_ _� C4 -- .. _ M �- -- - - - �--- PAD ELEVATION r w > o 8 "PVC N N - 29 _- • TYPE 2- 48 \ \ ` ,, -..,_ ' .- -- - 5 \1W ----- - - - W B - - - - - - o _- \+ 5205 TYPE 221 48" a " - 0.8l9` 1F228 d 8 "PVC d - - - - - - - - - - -- 0+28-26LF - � 0 105 5 IE 521.5 IE 521.0 ,= m ROSARI (SEE S PL. NE T. 8 -10) SSMH 23 TYIfE 2- 48" 104 SSMH 115 TYPE 3- 4 I" - - 1 +14 29 LF 520 ( -- - - - - - - - 1 +24 -28 LF - - - -- 0 +39 -26 LF -- 0 +49 -26 F 20 80 .. o 100 101 % 103 I �D �PnOr'n' __ v _ IE 519.5 IE 519.0 SSMH #17 TYPE 2- 48 IE 518.5 ROSARIO PL. NE IE 518.5 w a Q - 102 ( 527 0i 106 (SEE SHT. 8 -8) 0 40 120 _ -77 q2' SCALE: I" = 40' Z 107 108 109 ° � I 525.5 525.0 524.5 - S. - . w _ I w z Q - - -- 1pa PhAT OF WINDW00D , CITY OF RENTON RECOMMENDED m Ir w J U= V O f 12, PAGE 80 -85` . i FOR APPROVAL z w w Q r -- B ATE: J - w 0_ _ BY DATE: B w w LLJ ... ...... ........ .. ... .. ... .. .... ... -. - -- --. ... ... .:: .... ... .. ...- 0 ... i .. x a� < Ljj - O J � � -- }- - - - -- - __. - - - -- - - - :. ... - - - I _- - ALL DUCTILE IRON (D.I.) PIPE TO BE "SEWPERCOAT ", 3 Z Q .. ......::........:....... .:........... .................. 1 � : , 1 CLASS 52 ASTM 746, TYTON JOINT (GRIFFIN PIPE PRODUCTS z , ... -. ' .... CO -) OR EQUAL- (C900 PVC CLASS 100 U- ....... ..... ..... 535:: ! -.. ..... ..... .. .... ..... ..-' .....:.. .....� -- -- - - -- ..--- -�--- -- ---�- -- --- ------ - - - - -- -- ---- '--- --- --- -- nom. o-- o ° m i .... -. ----. .. 5 ....... I " ...... I ... .- --- --- 535: PIPE MAY BE USED AS ALTERNATE. BEDDING PER CITY OF RENTON STANDARD . p j :. - - F:N .. mC: - CHLORIDE (PVC) PIPE TO H I BEL DRLYVIONYL U o n. z� ° n 0 a � n' ur °o' . GASKETED OR EQUALD (SEE SHEET 8R 15) 530 -: .:exa QM ... o v = N::: ° ° ° v �: :: a: N vim. . n. m.m : o N a arm " ::: : :: 530:: ( NOTE # 16) It I r - V in .. LOCATION OF EXISTING UTILITIES IS a y = w- a a - D w- .. >:. a APPROXIMATE AND MAY NOT BE _ -- \� __ o" iJ - -- _77. - u� - - w.. - - - -. -,-. ACCURATE OR ALL INCLUSIVE- °v ....... 525. .. .... .. .... ° - - . 200% .. 00% a \/ _ I 525::: RESPONSIBILITY as F ... - - -- -- .... -... - - .. i .. .... 1 PROCEEDING UTILITIES PRIOR TO PR ' I WITH CONSTRUCTION. ^�'`� eo 52 0 , I ... is 52 : 0 NOTIFY ]-CALL (1- 800 - 424 -5555) caw -- - -- - - - -- - - >, I ... - - - -- - -- - - -- -- - ..�.. - -- I NOT LESS THAN 48 HOURS BEFORE � ems xv �m ... : ..... ..... .... ...... WHERE UNDERGROUND UTILITIES MAY BE LOCATED. /� oe v 515 ® 1 1 .: :: "515:: IT TTi -- - -- - - --- - -- -- ...... .... ... ..... ..... ... ....: ... .... :..... .... ..... ..:. -..., I --- - -- -. -.... .. -. -. _.. ... ... .. -... .... - - - - `SK ° eta_ %a NOTE; IF SA ITARY SEWER IS STUBBED 510 :: DD:CLEANO AT PHASE B UNDARY -A UT: :: 810::: o a N -- AS- SHOWN _ON .SHEET 8 -r�.. ..... 1 i . F ..... �- .. - KEY MAP I" = 800' . ._. c � .- �::::TYPE.2- 48 - -.. -- 22 . TYPE 48.: SSMH 21 :, -- . - . : N: m.. IF l S!,\NITARY: SEWER]& ST: BBED :. � - a - . .. : .. HORIZONTAL DATUM * 505 . .. vN :N . a :: j ....SSMH ...... .. _ -__ " STA I 86, 1:01'LT- - I -- __.'....... t_sTa ... i 45.56.- 2.71'LT RIM - 86 .. .. - - : : �� NN - m il�m° O n 0o PT :PHASE. O.UNDARY:- N -SHEE Q ADD:CLEA I . "4 OUT: -- -- - °° n- a +� 505: : ... ... NAD $3/91 PER CITY OF RENTON CONTROL POINTS 1845 & 1852 �x 1 �t .. "wxi �� "a.M1 Hyu~KVm ....RIM .$2.5.11...:. z " ... ::: .... . -o -- - -8 IN- +,51473.. i e buT1 - 6j4.63 1 .524 8 "IN- 514.43.. 6" bUT 514.33: .. - - ... - - . 1 . - - - - v l m m -- rnNrnu-i.n._ ii= ° ° awl a�z:z - "'AS-SHOWN 5: : " - ... .. .. .. :l+lx ul:..... r.N - - ..i -. VERTICAL DATUM* NAVD 1988 PER CITY OF RENTON 3p c 'm r a 0 ROSARJO PL. NE SiTATION: 7+116:0 ::TO: t0 +40 NOTE: CONTRACTOR" SI ALL INSTAILL APPROVED FALL RESTRAINT DEVI _ E JN QLL SANITARY SEWER MANHOLES GREATER: THAN 207EET. IN DEPT . (TYPE SUR TRACT OR APPROVED EQUAL): MANHOLES 0,, #4,: #51 AND #6 . " " " " CONTROL POINT 1852 - m W 4 ..... ......... n `�'. .ts @ ..... ° MASTER BM. FOUND 3 BRASS SURFACE e4 MONUMENT AT INTERSECTION OF N.E. 4TH STREET (S.E. 128TH STREET) AND 148TH AVENUE S.E. CITY OF RENTON SHEET CONTROL POINT 1852 9 ELEVA - 1 .. . : . : . .. . . . : :. .. h O'. h _ •m N �m . .. . . . . ..I .& r'. �� + '0N � e,� o 0 - . . .p iV .. , N m ,� . - . . . . . . . . . 6 N N � . . . . . . . . OmI; : :� i Om N . . . . . . cm- +d.; . : v �: ; N � .. : . . . . .77 NAV D 1988. _ .. N. . . . �� 00. Io 0 JOB NO.: 99095 -I 0 X1 : .. . _ ", 0 ° o ADDIT ONAL SURVEY CONTROL NOTES ; w : : : LOCATED 0 N SHEET 2 -I. N . . . . .. . . . . . . 8+ .0 15 ZO : : : 14 4n 0 : : : . 13 60: : +8 1 12 +100. 11 =20 :0 SCANNED SEP 13 ZOOZ L L 7' r 80