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IVC LJ-LJ -�1 JC I'F-L3 -� COORDINATE LISTING SSMH # NORTHING FASTING SSMH #12 175509.72 1320011.84 SSMH:g13 175503.53 1320261..77 SSMH #14 175497.55 1320512.26 W SEE SHEET 10/18 � I I - EX.CB = I % I RIM= 372.28 I I Q I 20 0 20 40 I I I IE -369.8 12 ADS N I I � c,'I J' //15814 I GARAGE 815820 - � I I IE =369.9 12'ADS(5) I % FF= 370.07' I I I 51' � SCALE IN FEET I � I � � I O E %.CB GARAGE q____ MAIN ENT 815922 11 I � RIM = 370.77 FF= 372.31' FF 376 31' � � \ r EX.CB I {I IE =367.6 12" E I I GARAGE j/15906 EX.CB I RIM - 370.49 51 =36813 IE =367.5 12 "(5) I FF= 374.24' � RIM= 370.86 GARAGE ij15914 FILTER FABRICK FENCE (TYP) I I o I IEIE= 367.1 ) FF= 372.63' ( � ) I � � RIM = 371.60 () I. IE -369.4 12 CONC W SEE DETAIL SHT. 18 18 I f Ex.ce 12 "CONC(W) I � / �) I � I 1 IE =369.4 12 ADS N IE =367.0 12 "CMP(S) I(TO BASIN) I IE 369 41 12 "CON (E) - I 51= 370.10 NE I � \ I I 12'ADS 11(SW) I I� I � $� I \369.1 12 "ADS(SE) I EX.CB - y1y 6 "GE SE 144TH ST ,D•DI /' I IM =372.34 �I -�" RETAINING WALL 4C 30 "FR RHOD ' 3'WGGD ON - WOOD & 28 "FR / I f + I -370.1 12 CON CONC FOOTING JUNIPER # HX�6'W � - \ � � I III o ( -_SOi ___ SD� I PICKET ° i _ x -: - � -_ � � � ~ � l I X / CONC STErS � � R� IE -3701 12 "ADS -8 __ -__ I T- � -- / � 4- IRu L 1� 2i i OD -. -w - -.- w -- -w -� -_ -- .,� T- -� -._ - _ - -_50. _�Sp - - --= sv = _sa' _ -. � 1 EDGING - -._._ /� g � J. Ry. + 6•WOOD w - --.- _t- FLO NE -� T---- T -L-_T ADDRESS I i t -- ._.r --- / �/ \� 1. T- t-' o W - - -- yy - -_ ty-- _ -w, -- Wl_ -_ly- I - - -T - -� � \ - -__ � I � I � �- uw --- .W - -_ -w _ -� :. .. - ��h_ - - -= _ __ � -�i _ _ _ � � I I � °�o CONC BOLLARDS . � a � I - w-- .�.� -w -- w � I � � °- -_.- 7,r°1 --777 � --' I r \; � I JI II 1 W -,- -W - - -w -- � � m i ���. W__ SSMH /f12 I I j I i 1 ii I / w�. - -- 'w w -- w---- w--- '-w -ii - Wr--- w- - -j-W- -�- w-- �r -�_W w W YY--�I ---- - o- - i ii. - � I ii I I � -__ - -w _- - ��. ° �O �� o_L �� � �. ��i� ®V��. � - _ I -.I _ - ii. -�' _� � - .i I _ i I i � I i I _ _ _ ___. �_�_- - �• ..... �� �. I ��. � � �� � .�i � .�� SSMH $13 I is � -�- - ". + - - _ i i I j � i 'GRIND &OVERLAY W I - I s. .� �� �� �� �� ®® 1 � " ®V �� �r - I 1 MITS (TYP) W - - -sD -- so-- . - - -s0 - so � - - -- r - -�- -.p_.- -. I I I -. �� _ �° I � ®�� oe ® I I s� S9MH /�14 - --- SD- - - - -Sp __.� -� _ - � � s ®�.o +� � I KEN YELLOW STRI, E Cn r_ I so- - -sD -- so - -- so - -_sD sb �_ p- -s- � i g- p � -- � __� _ �I I � I B O o _ -_ - -_ I 41m- �- �6 --a,° I_�____ T : HP- T -T -� \ .. 1 -- D SD- -SOi= SD -- SD- - -Sp__- SD -- - -SD - - - -SD =5 � -- _ -� u� --= _- - � - -�-0._ __. ' _- � �-OnP G_. ai -- .1:'m.�nT == _ _ B I I - '--SB- SD ---� S p O__ �Lg �_ -• � • � �', SCANNED JUN 222�i CD:S •i�35� -- - - - - -- _� _ m n O ! >j 0 V � p � Rv 375 V � � n O W � _ 370 a WN n 365 360 355 T /' s -- "� ``1 - 7J I 4'CLF X /d� � d`�"- aHP- db4'CLF X FLOWLINE o BERM L12510N - aIP -_. .- - ��� � $-`�"_ __a.P- II I 6 anr-d- otlp- SD-I -! -Sp. FLOWLINE II . a -- I .. `\ li-- _ - -OM �- aIP-__ I �- x \ 368.35 1'WOOD RETAINIIG WALL Ex.c6 � RIM .370.85 /� 1 SIDE SEWER STUD PER CITY OF BENSON STD. I DETAIL B078 (TYP.) EX B RIM =371 30 - - � '��� � � \� �24 "BYA 'STUMP __ J / dla � � I C091� d PAD GOOD ALUNG OVER CONCISE) IE =367.2 i6 "CMP(E - IE- 67.5 16 CMP(E) - / __. I IE= 367.00 16 "CMP(W) IE =367.5 16 "CMP(N) - I - I IE- X367.4 16 "CMP(W) - EX.CB I GARAGE � RIM = 371.96 FF= 372.07' //14405 / I } CB PROTECTION (TYP) - - I I _ IE= 367.91 6 "CMP(E) ' IE= 367.81 6 "CMP(W) EX.CB I EX.CB W (SEE DETAIL SHT. 1818) GARAGE /{15909 RIM = 372.37 I : FF- 37186' GARF G GARAGE //15917 � I EM3682 116 CMP IE =3681 16 "CMP( ) IE "CMP J i2 MAIN ENT X14402 1578H PL SE FF= 374.15' - ,. I I I,. 68.19911 FF= 368.46' I � IE =369.2 12'ADS( =368.3 i6 ) = GRIND &OVERLAY I - I I I I � LIMITS (TYP) i I I � I z a - - o.... ... .... ... ... .. .. 3 o 375 ti .... ¢ ::: N � � � ._ �:: .N � .... �:.. :: ::: � : . � .:: `� ' x. .. W .. � �... � ....... ..... �, o ::::::. >< w...�...........w..::....... .. .:::::. .. .. ....... .. .. ....... .. .. ... C .. < ' : : ®.g SE '::::�. R. . :: �. � ::.:::. .... �� ::. ::::�' :.'.: :. �:::: .. ...... ....... ..:: :' �: a 0 370 :: � :::: .. .... .. ... .. ... ... ... .. .. .:..: ... � : .... ..... . . .. .. .. _. . -.-. -. . -.- .. ... -.... . -. -.- - -.- - . -. - � .. .... ' ::. � ....... :: : O . .. . . . .. .. .. .. .. .. .. . . -. . ... . .. . 365 :....... . ...... .. ......... ......... ......... ......... ......... ......:........... .. ... ......... ......... . ....... ..:: :: .. .... ...:251 F :15 "; ®; 0:0 50; 360 ::::::::: :250LF -�15" ��0.0050.. ......... ... ......... ... .... ...... ....... :: .:: ::::::: ::::� ...:::: ::::.:: '. FI X11 .. � R M362:70:(1:2" ' 372 3 , o SSMH .. 12....... N ....... ....... ....... ....:.... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........: :.:RIM= ....... ....... ....... ):..... - � 355 ..... RIM= 7'1:12 ...... ......... ......... ......... ......... ......... ......... ...:..... ......... ......... ......... ......... ......... ......... .... ...::'::: ::::::::: ::::::':: :::i� = ?6 ?� (19 "E):::: "W :::::::: ....... .... ! = 362:45115° )::::::: � � ;.�� ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...IE =361.1 15 .... ........ .....1E =3 .75 (15 "Ni) ::::::: ::::: :. ...... ... G (� wary �•p v, xp ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ....:.... ......... ......... ...:....: ......... ....... ......... .::::::: ::::::: �....... ::::::: :.:.::: ::::... ....... ��::.:: ....... :... ..... ...... ...... OF S/ 0� woF w 5���,Q � c ....... w ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... :.......: ....... :.......: ....... :.......: ....... ....... .... ....... ....... ....::: ....... .. ....... ::::::: ....... ::::... .. .. ...:... ... ....... .....:: .:::: " W4~ c� F � y ::...: ...... w :.......: :.......: ....... ....... ....... ....... ....... ....... :.......: ....... :.......: ....... ....... ....... ....... ....... �....... .... ....... ....... ....... ....... .... ....... ... .. .... ....... .y�r ....... � ........ ......... ......... ......... ......... : ....... ....... : ....... .. ... ...... ....... ....... ....... ....... ....... : : 38087 A 18825 4 o w4 R �P W ���� O't'�' p(STERaO`� oFi cg,ONhL .... .. .. .. ... ......... ......... .. .. ..... ......... ... ...... .. ....... ..... .... .. ... .... ......... ......... ..... ....... ....� .. .. ..... ....... : : ....... ....... r Eti S ' / �N � NAL E N IO O .. : Roth Hill Engineering Partners, LLC seal: EXPIRES 11 O1 2008 E %PIKES I1 IB 2008 ��® 2600116th Avenue NE #100 SCALE °��ROTH HILL ENGRS 1 „ -2U, ncu: xxro lase " °na °xru:aen BeS71Be1 �� �� >,- CITY OF CENTRAL PLATEAU �� � ¢ • Bellevue, Washington 98004 i � Ta1425.869.9448 R � t 1• '' I 20 0 20 40 EJw SKS / DATUM � _ R EN TON INTERCEPTOR, SECTION �°°°°« P,� uP�x° °^^� osH � � " rte- '`.! (FEET) 1 INCH = 20 FT "�'" 8AF I n, ruri scuI r xor oxE IxcR Planning /building /Public wGrkS Dept. SEWER PLAN AND PROFILE o a Fax 425.869.1190 N0. REVISION BY DATE APPR PPxa� ° � ACppgp1Na' �. -• � • � �', SCANNED JUN 222�i CD:S •i�35� -- - - - - -- _� _ m n O ! >j 0 V � p � Rv 375 V � � n O W � _ 370 a WN n 365 360 355