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HomeMy WebLinkAboutS-30780Fco A S — evil r CD A S CONS TRUC TED INFORMA 71ON PRO VIDED JUNE 1, 2003 BY COA TES SURVEYING SERVICE N ti ALL SIDE SEWERS ARE SHOWN IN THEIR AS —BUIL T LOCH 71ONS AND ARE BASED ON MEASUREMENTS PROVIDED BY TV INSPECTION TAPES. SEE SHEET 3 1 c 7 c7 n n r n n n n z�s ci I zZUa� m 0-rn o 0 II II II z © �o� oo� U„ Un rn rn n 0 � 0 / 1 A r s m 1 50 \Q N GARAGE / / z / Q 30' c S7V8 30� 6.0' DEEP ASPHALT 1 t 1 1 IE PP� =330 2 \ \ I _ H GRIyS,S DRIVE / R \ rn EDGE 1 G S \ \ W , I rn I S f MH Al M= 18. ' ( c 8 S / ' AS/ HALT R ADWAY 1 ip CL HAP N /`� /W =P08- 1 / ' " 0 � � `-' I � 0 � m Z_ .�I I I r / caD 1 i I I I I 589.1 �1'51 " "' ti M n %0 n yW� {. I I 40 ry ni N W w M 47 ( {G il ti M , r, 0 & u a I 3 �U�� IP G S Q I \� g n �;7 Z G G G / s J f / / / / / - UGT a � I Ej Ip 7 GP c� �'~ ' I UGT me 0 8" C• C RE T. WA / i STUB \ \< / 60' / z ( UGP i m l O \ / z m NN.E. X 24TH STREET o 4~ CON I i T BRUSH Q7 I v 50 v z� P T.L. 0,20 7 I � 1 I c I CA I ( _ w C4 wCP I I rn°° D 00 Ln D J (n I C C X \ mf Z � z C O R- c c) z G) g I n W c v I Z - D 4 0 7k rn N O V I • N � m N 7 m m I p O (A I Ln \ r /I = I SEE SHEET 3 M Lf) 0 mON C zrn�0 0 II � L4 N 00 SEE SHEET 4 r f f I � D IIII o I i D \ 17 �� c G - 1' GR ASS 0 30' D j co D � N 0 I � v I I II m � ZI N. E. 22ND M► D C-) I I c rn S EE . HEDGE _ _ T 00 — --''- 7SSMH RIAf=3�3.09 ' — IE- $:� P VC W=314-*- — 0 / — z — -- w vJ I ASPH T ROADWAY I ti !c f I N N S89� 3'18 "W Z I fj LA — — S\ 0 2 STW IP ro v z o� 1 2 / / z 4-1 ! `� � � � I II ,�--- -326 J(J" Zl C, c i I Lo 0 z A�I ( A_ rn 1 D z r f I x w - SEE SHEET 4 5- 30780E 3+00 2+00 1+00 2 1+00 ....................................-.....--............---......................---.........................I......_..-......................................--.........................................-....-........_.............. ......................- ........ w.... -. . Z Z Z •C) w �zZ • : : : : : : : : : : : : °� � L'i °a ��> o Wow z W�Q 340: zap zpQ :340 330' : 330 .................................................................. .......... ..................... ...� . ........................................................................................................................................... C) CK (-)I EX MH ST�A 2+ 57.81, 6.5' LT z a TI NG CENT RLI NE GRADE. „ RIM = 318.8 EXISTING I E 8” W= 308.21 GQE E X. 12" o o :0 0 E X 12 : IE 8" N — 308.21 l4TERLINE: o :0 0 WATER : : : : : : : : : : : ° : f�� —�� 330 �E 330 320 320 ....... ........................ .......... �.IE 8 S — 3C } &.21..................E�(iSri G ............................ ............ ................................................................... ................... ... ................ (D ...... .............................. EX' 6 WATER CONNECT NEW SEWER o : EX 15" STORM. EX. 15" STORM TO EX /STING MANHOLE lE 8" E _ 308.00 = : : . 95 -6i� L F OF 8" PVC @ a:� -�16- 4.26 �G 3-2 0 .320 310 310 ......................................................... ............................... ......-...........-.........................................................-.....................................................-...... ............................... ......... 10.E LF OF 8 EX MH 5TA 1 +90.33. 4:5' LT , 310., Z MH #1 STA 9+95. 10, 5 RT 310 300 RIM = 323'.09 MH #5 STA 16 +19.80, 5 RT 30Q . ........:....... 18 ................ :..... NEW -48' MH ...............................:................. ..:.........:.................. - � _ . 3-4.4 .......... . . . . . . . . . . . . . . . . . . . : . : . . NEW 48" MH ER : RIM '335.80 RIM = 327.24 �X lE 8 ": W = 324.50 : : f : : : IE 8 " -W = 314.58 300' : lE 8" s = 324.88: .300 : CONNECT NEW SEWER lE 8" :N = 314.11 : ....................... ............................... ..... ......................... TO EXISTING* MANHOLE l - ,�� WHO A � °Rtis : IE 8 " E = 314.5.1 RECOMMENDED FOR APPROVAL i 231" =20' PACE 1 =20' CITY JULY 2003 E AST KENNYDALE S ANITARY ���� � •�. = RENTON Am DATUM SEWER INFILL PHASE II WASTEWATER UTILITY DA TE 1EXPIRES 8121 03 k Dmc a ftu Planning /Building /Public Works Dept, S_ i . wr wt wog NO. REVISION BY DATE AMR L" um NE 21 ST & NE 21 ST 2 •25 &..& — - - 0400APS a ROLL 1X9,7 �'r(;�INIrEO APR t t S �- - �i7r`\© F SI- 131017 8 to 0 1