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R-392221
L £ E N CB 16 TYPE 2-48" PUBLIC SOLID LOCKING LID STA. 35+63.84 16,23' L E; RIM 39f.:Fr? 391.02 Ci 12 IE IN 488. e,9 (SE) 387.77 12 IE OUT-388-86 (W)38Z77 - - - W Ja._ n k,. 8 6. J a� s t: i. 4 c� k -m t. R F c CE � � J d S e $SS a c , a r R 5 a a , C b €.t f F B dt. � k g „F.s E€ EP : e J f z qqFF FEkE � Y 3 i £E 84 &a { P € �I rr a �s 55 g 4s 6, € E [ yy g t k � t e. £ gg _ ( B .,... .... ,... .s•. : ERE.., l;as.,>.>... S`'. V� "r i ,u.. ,......s .':�eJ� .... f^ EJ x?. b 5R . e ax� G g. a 85 [S $ E• 3 5k €±. . £ SP B •1'.. S8 3 f $4 gg e k 33gg 5 zFttfs �qE � � E ir' 4s 4 tk B 1 f ZZ kgg i a r Xs s .uFik I L Z S E--�--- Q1 , a r - - - _ 5 _._..:..._ — k - 1• 0 1� Q SW 114 SECTION 29, TOWNSHIP 23 N RANGE 5 E, W.M. AV ANA i . lDlat - i LF 12 LCPE P16 - W _ _mow._,«..___ .«_ _......._.,.—_, �. . � t. ``,^�,. "---�. ,.f 'y:..._«. -. ,. ..Mw... �'«`,,,� «.-a — ' _-r" "�Jir"" ."�'ir._--- � —� TI/r�," ,�lir`_" �riJ'r� lllr._....«...__...«.._.�...-«---�lrf aT/r•r.�•-"-------,- _rr7y, ".`"`"._'ry77r '� !I i f •�., x>� - OF ms; a � , t f 79.81 3. 2 L � � � � / STA. 37+ 5 ems•° s � ti' .«..,.«..... (J �e 1� \ t � t i , �._�,._...�...,>«,_« CONNECTTO EXISTING CURB t 1 STA. 36+ �0 77, 2: 30'�` GUTTER AN L, O, D SID WALK e " CONNECT TD EXISTING CUR E ti t .. .. k s S .e��I. S DE ALK D I GUTTER A Ft i, N W t €fit' �_ , w f t r"; �..a 3 .l B ��'a e, i $ 4' 00 e. E 4 Ha i. B ,, .. ,6...-...:.� :,. '•�.. ,. \7 =n : >,_ rz•+� is `` e R � ,�>� t£,E. , 5 i'.' •W E Rk E YE>F§. a. E`x.R3 '3>,6 > g ,C. a E @, ...: .. ......__... F >4 *rye 3 k E £ E 6 4 Xn @ r •0 sis / 4 , I MR— ,t —1 �aw�Y t b,. p j EE F S i 5 `gym F x 5 ..qq i E 3, s sf E Y �i k } 4 M f C.s.i.. ix•S:« Y c EXISTWO CB TYPE A " 3 d f aE E 3 6 1 2.06 L y+ 36+73.5 A9 � yy S r E k q 39 4 B 't RIM A ...y.. e... *` .E Rim .. lc i f a P g Sr. } f r z, , € $ e[y E I FB .82 E J ! 392 8 E J s,.<6=, n.. t� � k s t i Rk kEE,s..... ✓ a u 12 IN 390.80 (S) AB i a 4 I i z � I 6 W J .. T 390.7 1 ..� . i S a f a • a I 4 - 4. t 1 •t f 1 i. i i i i i « J EXISTING GRA E Oi/ER �-- E I5TING GRADE DITCH ALONG VORTH -- ""T--- _--- i SIDE OF ROAD --- r- ..... ,.. ...." ......_....._.._ ". ............—�.._..._..._.....__. ....«_.... '- _ ""— �.—'.`.•._...•.:.....�_• — •._.mow««._."...... --«—+—. �""'•"'"„"" — i -- ----- - .r__. _ 54 (AB) (P 17) ' --I 102 LF 12' LCPE ©.30q " BASIS OF BEARINGS: N46 39'10"E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS. 1866 AND 1863> NAD83/91, VER T1 CAL DA TUM` I NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZONTAL DA TUM D 91 PER CITY F RENTON RE MONUMENTS NAD 1983/ BENCHMARK: co CITY OF RENTON BENCHMARK NO. 1915 (� N 2-1 2 BRASS PIN IN CONCRETEMONUMENT SET I A / DIAMETER PIPE DRIVE SOUTH I BEHIND CURB ON WEST SIDE OF BENSON DOWN 0, 4! IN MONUMENT- CASE ELEVATION 380.86 J40+.08 FEET Lo TE: H BASIN NOTE. CATCH r I (/ ) S UNLESS VANED GRATE N BASINS ARE VA L ALL CA A N 1 H OTHERWISE NOTED. F DURING 2 / CONSTRUCTION, IT IS FOUND THAT PIPE AND P ANGLES REQUIRE ROTATION OF THE TYPE 1 CB CURB THE CITY WILL MISALIGNMENT WITH THE I E REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB R Q R - AND ADE UA1E ' 1 LARGER STRUCTURE Q KNOCKOUT W TH r 1 WALL NOTE. WALLS GREATER THAN 4-FEET /N HEIGHT (INCLUDING FOOTING HEIGHT) REQUIRES A SEPARATE BUILDING PERMIT T CROSSING NOTE: UTILITY Q SEE SHEET C25 FOR U77LITY CROSSING TABLE _. �. 00, 0 i 0 t _ - 4.15Lo 1 T t _ f J ___..___-_. 40 1