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HomeMy WebLinkAboutWWP2703372.3REVISIONS: 0) N 0) T- o w o 6 0 Y m l LJ a o Z o Z Q o rn w (n v Z Q Z Q J c Q W J Wp� U. NJ ?00 (rW Q J Q I z O � ® W W wz W Q a: 0 6rJ IL 0 I w aa- I It U. Z 00 ll Z ll 4 V a: 11, �I L 0 0 In 90 m z< z iR aj Q 0, o� O o= } J N Uu II = aZo U V)JZo w z JUU I Z R1-¢ 0 0 w Z w aL,< J N w J W J J 0 Q 0 Ww0 r wuo-i Z Z o Y O (n Q O w U d Q J W J w a a a w lb a 0 Ld V � m T. x w 2 2 0 0 z z 0 0 w S o: w U-x 0 >- 5 x w 0- liiiim� PORTION OF THE S.E. 1 4,_ S.E. I/-4 S - ION 4 4._� Cx) cf r I I I �/ j I I I �/ I /I I I / / / / _ /, I _ ----t-------f(- --- / / -- j --- I\ I I (D � i , i I 11 IN I -�--------- ------� --1 I j I/ � I �t.6� _; ®� �, I , ,, i-----------t----� l i A I I i- I / I // �, / I o I I/ 7 �/ / �� I � / �� \ , � PAD=4 7 6 viz of ' I --, i I i N �;� 4 / ; I _ , ` 1 ,; 1 f 1 I PAD=43 . I i _ 11�/ - f, J /= 1 I � I I w I , I I� 11 - I -� ` _- 11 421.05 __ p __ . -'/� "G,.. 1- - / f I I i I I ` _ / J - ° l CO I ,,I PAD=433.5 I I 1 I I I, i y 4 I --- . - _ ° . ° 'N, �.k I ;' I _--i I -I I'll o Lam- _ y ST WM- II/ 11 ( NORTH 114-1 J wd 0 5 10 20 0 � - - f SCALE 1 " = 20' _ rt / / / II i / r I If I- - 0 1 Z lb,-14 - , 1. I 1 I 12 , e A = - --= 1 'I A0 -� I1- ', U,nL 1 '` ) / � f. - ESA / i 11 10 I i ! it Ei � ► \ i--------- --- 'L'-' I .r ------I- ---r.--� ' 1 - 5 i :, / ' ESA�ff I Q : p : y / I i IA ; 0 t 1. / / 1 i -- : -ice-- o \ / / l I � �1 6 ,5 <1 '� m ;), L__ : J ----- - -- - -- -u or- L ACCESS/j. , : -j EsMT. 1 3 1 2 i 1 : i io L----I--- "i,i .-ltRacT� C19 440. - Y MAP .............................:.............. I ......:..........:..................:.................... ; .... I .. .... tv r J RIM ELEV CAB-8�..401 11 l , l %' KE : - ...:......... ..... VC"( f. . cb - - 0 .)ljIll i - - - I i,z 9� 7 CALF 1 101. TOWNSHIP 23 \ .1, -I..0 N/� ORTH, � RANG�-- E 5II ` 1 E, I-- NNI*N\I,1,1 I j II IILI -_� L- �- ,-, 1-1 _, T I L-- - 4IIS.42 1 I I / -) -` \1-1 - \ I I---- \ � x00 � �- . •►.0l\ ue" n ry _ t \ i - 4 zI , � 00- • o 1I 1 ro II \ f y �,( .... F --- I- \ ::�--0.4"8 ° _- - \-` \ cP >. __ -11 . ACCESS/ - _ _ ,-�11;�el 11 I I �! ! I - . �- 71 _ 8.33R . �� . . S J .. L_. � _ , -P- ,, , �. BRIM "ELEV �•it��- 411 4 0-`` �.. \ �. --- _ I ,,�.. A i ti? �, ",".:.- �- _r., �. WITH 1- MIN CONCRETE COLLAR -P �_ , o411 co ,� I 1. ) � _ ,` `,� I.E: ePVC (in) W=46�4-�� 403 \ I-- 'I a' .. _ rn -.. � \ °.T LE.\ 8_"_P_V---(in)53484- G 403.65 \ \ N e 1\ \ /� p i N NE > j \ rn t - w _ Q . 11 -- \ p 1:c-`8"PVC=-(Out) NE=49� 9� 403. 55 \ �0 f 1-1 I EDMO w _ _ \ i _ I' �' \ j4i j \ 1 \ Q--;_..- .--..f- he`d `1(p \` �� .^ � \ z - �. {l ° ssMH#3 20.01 L . I ��� - \.\,\ - � . ° N = ----- _ r_t e . STA.=Z �^.^v4 4 8'� s •� �� ; e 3+39.02`�--\\ ° t v. •. -`� . _.. RIM-ELEV = 4 423. 64 \ - ° . p • \ t OPEi4C AC I - \ r_. ( E I � 1 .... ==- p. �. p ° _ LE. 8"PVC (In) S=4+5:6{- 4f5.4i ; - \ � " SSMH 9 o TRACT D \ -�xoo \ 8"PVC (In) W= 041�.14 - � ► "..�'" 1 STA.=� 6 %Jw 6 1 .. ;-'� I E \ 7. 85 5+27 0 R _ I.E. 8 PVC (Ou.) llN;= 4f Q . p p,_. -: ° �� �� � RIM ELEV= 468.31 407. 08 -y-- (OPEN SPACE) \ [-� � .- I ` ¢ ' _--- 7,.__- _ �....- -iim # 7.47L (• d?�1} � C%llll� C \ i I.E. 8"PVG (in) SW=49O:�1-400.13 if l - - -- - -- 1 +32.27 STA.=1-6�99t- _ -.e `° °s� 8"P (0 t) - _ _ (OPEN SPACE) �; * J� I E VO u E--8a-1-4 0 0 . G? 3 / -, _ RIM ELEV - S 432.00 \ ` qo \ \ _ / ° I.E. 8 PVC In W=#14-e9 423.55--1---` �( 1 P I., F, I j �.E 8_P_VG (Out) 423.45 ow e � ....�� 7 �.-- --- i'i�. y � Au i i / �: � \: 1 ^' - � _ .. 6 23 86 - 156 02R 1 SSMH#2 ..... ...... ..... . 7.47� . .. . . .. .. .. .... . ........ ...... _ -I: X. 8- VC u - - -- - - 1 •t �_ r- - - -; 1 43 .....� ....MH#2 ... ... �-�'' +32. 27 T�4.= -i-3 z 5..........................................:...............................:............ .... . . SSMH#3 20.09E ` .......................................:...........................................................................<.... .. / _ _ _ __ - ... I - .�. t -- � _ ___- RIM ELEV = --431, 432.00 XISTING GRADE €... 3+39 02 S -19.68-� �A , f ---� . :E:' 8"PVC • - '(In)' W 4E g 423.55 . -(Out~) '423. 45 I I HEO. GRADE. ...... L3t39.64 ICI €E V._ #� 23- - I:E. - 8"PVC -(In) $=-4#r66= 4..... - 5: 49 '� -' EX. SS _�-.- -' PL NE - -- -� I:E 8"PVC N"�424.99 REpMOND - , _._ -- _ ..... .. ........ .I:E. 18"PVC '(In)" V11=#�S:fi .. 15.4'i' - 96'3� _ - - - g _ .-�_,.� _ .-�-__... _ _ I : € € I . E.:8 PVC Out : N __ n - ----- ------ -- --------- ..........................I....... . r r- ....:.:::......................................................................................:....................................... ........................ , 00 <..::.................:...............:.................................:.....{.................. ry ry _ - - - ... ........ ... ... ........ lI .... ......I.- -.- ` to II. .. ... ........ ... .... ... .... - .........:.... ... iI;_ : : 0.0 ,- - 45Ill ........ I.I..... ........ ........ .. 0 ........ ...... .. .... ..... I' _ _ ... ........ �r - - ........ .. ....... ....... ......... - € . : 0. : . _ . y- :. - - ... ................... ...o............... ..................:.y.. ...b.:.:.... ..o.. _ - 25.0 _. . 1 ... .?....... ........:...............:..................:...:............................-................. .................... �+n •. .............- �� .. I ..... ....... . . .. :_ ::....:.: .. ... ..... .. ..... . . .•... ...... _ e 0 I . i. - -- . _ . . �.0. .I .SSMH -�. 6+27.09 67.86R .. . - . TA. 9� 88�-. w .. - I I. :' ` : i IM - 488: !:_ I : _ R EL V z � 4Q7. 8. ..` » - - _ •I . . . . . . . . . . . . - - I r �� _ - - I I I.E. 8 PVC (In) SW-- 40 .1I 1-...... . ..... II » _ _ -I L II F 8 - -I ' E- - - LE. 8 PVC Out E :- _ Q ,.'.:... : j. i....:.., s.. a... -.....r I..� i i e................ ...............a......... ..i... ..i... 0.0 -+.. ....................I....I............... .. ..................-...............................................a......................................a................................... a ....:.: ........:........ ...... .. 2 z crn^ ......:......I............Lj.............. ...........:. .................4....................... .....:>:Fry �....::.....` ...r......:.... .....¢. ..............:....:.......... H-..-. + ....._...........I L 8 L ...SSMH#8 420. a Q _. - - - - -I l� ... SSMH#4 . ... .... ....... . - Q-n(l' .........:...................: .- � 155. 02 �' ! 5+23. 85 iTA' 6.k 8:4S a ' S= 4+71.20 .TA,_4•f-�A6� 8:A8-F1- 8.33R . r2IM .ELEV: 4II1y82 0 .. .... .401.99 ..... w ..... .. - 04 _ . I . I • � .N �a �_� IM LEV = "�8 = R E 4� 9.40 PV ° . In . W • 39 u I.E. 8 C : : ..:........ :................. :. o .. ..-...�..:..�........... ( ) 3 9 ......€...:... ........:..........:. w N WITH 1 MIN CONCRETE COLLAR 8 .PVG . In. S=3 49. ,Ot . . I�, z �---- - ..... ........ .:. ,... �....€....... ( )• .76 :.. ..:.. .:. : .: .... ... . ,. .:. .. . . . . . . .:.. . . . _ .... .... ..:.. .:. .....\ : �, .. _ 'rie i ri _. . :.z 11 : : :.. I.E. 6 PVC (In) W 404 10 4Q I E EX a - V Out . EX. 8 P C : 3.65. I.E. ........................ co 00 . M . z.......:...........:.......:. ct...................:............................................,..................................,............. In S=4o4rx. ry.....................:.. r.., .fwO : 415. N : + a : : : 403.66 � ? r ......: - .........:......... ..... ........ ........ ........ ........ ........ ...... : � \ � Out - NE ' 404.00- N I � $ I�VC � w I E. 8"PVC ) d03. .,4 •� .� .... . ........ .. 0. .... Q Z's r r �: H �.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R.r... .�\ . Z: Wjll :�� zQ �.` J . . ...... I--: W F- d .. ... ... 6 . ,, . .... -. r ,. . .... ........ .z CF �.v a 8 EX. 1ROCKERY . . : o S , • . ......... ....... .... ..................... 0 �............................ ....... s<.....................................:..............,. .....<......... t...: 1 .0 410 z��, . • I .... ... .... I. . �-- �' r . .... .. . ....... ........ ........ ........ ...... o ...... �. _ _ .... ........ ..... .... i.l. - - - _ _ :W : - - �t= _ r- o . . . . ��, o ........ .. .. . oilx.... ....... 8 ..� I..,.... w _ W: .... -1, . . . . . . . . . . . . . . . . . : �� . . . . . . . . . . . . . . . . . W. z . . . . . . . . . . . . . . . . . -_ __ , . :� I 1 r - . . . . . . . . . . . . . . . . . . . . . -:- ,�.. • . . . . . . . . . . . . . . . . . . -- . . . . . " : i i : t :. N: ►.�' ,,� : a.......... : . 05.0 405. VER77CAL DATUM �, -Z .... ........ ....11 .... ... -},: +...... ..... ... .... ....... .. .... ... ... IMF.- 1... M: CITY OF RENTON NAVD88 ........ ....... ...I.... ....... .. ........ ........ VERTICAL DATUM. ( ..... ........ ........ ...... 1 �' 87. 2LF . ». . a:z ........ ... i- � t' w • 1�6t1<-8 SS �F BENCHMARK .... ........ ..... .... .. .... cn €c.> v� L BEN •. .. . . � o0 0 . : .... ................ ... ........................................................:......:............................................................................:..............ry..........................................:. SITE BENCH MARK: : ..... ........ ........ . .... : " • SS A 1-1 2 FLAT BRASS DISC WI iH A PUNCH MARK ON A 4 X 4 CONCRETE : .... T OWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED................................................:.................... ... ..,S`=0.Q4°68 POST MONUMENT D F NE 12TH STREET AND UNION AVENUE NE. ..... ...............:....:..........:.....:.............. ....:..... . INTERSECTION 0 : I : : : € :...............:.....:.....::::..................................:..... fi........... ...4......................... :.;.... <........................................-.......................................,......................................°......... .. 4 95.0 .............(CITY OF RENTON #159)..............-..-u......................................v......................................f........-..............:.-...-.......;.-....................................v......................................k.... . 7:+ .20.......- , D.i..............:: 3 -IF 395. .... ELEV.= 415.95' .... ........ ........ ....RE�IOND-AVE NE .. „ . PIPE• CL50 . - - ... I ....16 PETROEEUM . . . s . CASING SCALE • HOR1Z0111ETAL 1 20 STA. +s3...... ....... . ........ ........ ........ ....�... ........ ........ - -..... IS OF BEARING BASIS ........ ........ ........ I .:. . ....... . ...... ....... VEFtT1CAL 1 ' 5 i i : ......................................... . .... : € € ' :... ....... a.. BASIS OF BEARINGS IS PLAT OF HIGHPOINTE................:.............................................................................................................:............................f.:......................................................................................................................................................i.......................................i•......................................ry............ ..ry.. ..ry.. .. ... ............ <... 90.0 : : : 390. EXISTING CENTERLINE .. .... ........ ... ... ....... . ... • DI VISION II A.K.A. GREENFIELD II , VOL. 216 PG....... • • : • ... ,• ( ) € : : ELEVATION ® 20. PETROLEUM 30 SITE TF AREA - 98082.67 S.F. OR 2.25 " ' ...._..........:..........:..........:.....................:..........:....................:. : : ACRES+ - PROPOSED . FINLSHED... . STA. 5+93 : CENTERLINE ELEVATION 203 385.0 385. RECOMMENDED M � N to 7 Iq ^ � - V) 0 0 OD N CHECKED FOR COMPLIANCE Q; ai c6 00 � ( U Ui 4 W) r ai r Li cli o o o o TO CITY STANDARDS FOR APPROVAL t -* - � � I- It 1 � -t * ' 1+ � d* 1 � 1t � Date BY: Date - BY: 1 +40 1 +60 1 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5 -__. _ _Date C0OD 00 ;> 0 00 << N 11 2 0� N r 0 It C0 W c'c�-Ou � a0 W C� �JWd• r')1-Z kZ' .. lmW QOoxo 0 W hh�� U WJ r r-'i ;.i �iiiiiiiiiiiiii� '� ki 0 �Ln ' N --+ bD Cd • � • r--I � 9) plillillilli� o 0 •�v w Q rn ll � i U p. Q 0 z W q ao < Fo Fo J 1-1 IT 3: 0 X Z � LaL Q W I� N OWo00 rrnn V, W��T- ? Q � 0 W � p(r3jo .N WDWQ`' cn4=� 0��W W DOD0Z o Q00N° T. LL UFO CL T PROJECT NO.: 12007 DRAWN BY: VK/ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 REDMOND AVE NE SANITARY SEINER PLAN AND PROFILE 06085SW03-Cl 9.DWG