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n il r W _J L `= M I SANITARY SEWER SYSTEM IMPROVEMENTS WWP -27 -3235 Roth Hill Engineering Partners, LLC - 2600 116th Avenue NE #1. 00 • Bellevue, Washington 98004 RothH1 Tel 425.869.9448 Fax 425.869.1190 CITY OF RENTON 1055 SOUTH GRADY WAY CONTACT PERSONNEL REUTON WASHINGTON 98057 JOHN HOBSON PROJECT ENGINEER DAVE CHRISTENSEN WASTEWATER UTILITY SUPERVISOR SEATTLE PUBLIC UTILITIE PUGET SOUND ENERGY COMCAST CABLE QWEST — I , (425) 430 -7279 w S NII � I rn I NOT TO SCALE ROLE .201-7 FR 14 0 V IVIIVI I 1 IV11 —%1 SCANNED IIIM 00Im-7 CLI.S- 3Z3SO� r CI r G 6/ cr N w � � n � o W �o N > W m U LEGEND EXISTING PROPOSED SSMH SAN.SEWER MANHOLE --- SANITARY SEWER 00 SM CATCH BASIN (MH) 0.4 SANITARY SEWER MANHOLE ❑ CB CATCH BASIN -O-UP UTILITY POLE ):�LS LIGHT STANDARD O GP GUY POLE ❑ US UTILITY BOX OR VAULT m WV WATER VALVE e MON MONUMENT El WM WATER METER R FH FIRE HYDRANT MB MAIL BOX RS ROAD SIGN ❑ SG SIGN CD= ROCKERY i --- SS - SAN.SEWER MAIN. SIDE SEWER - - -W - -- WATER MAIN - - - - - -p WATER SERVICE. METER - - -SB- - - STORM DRAIN LINE 12 "CC _ = = = CONCRETE CULVERT - -G -- GAS MAIN --- T - - - -. UNDERGROUND TELECOM LINE - -P -- UNDERGROUND POWER LINE EDGE OF ASPHALT CONC. PAVEMENT (ACP) — -- FLOWUNE - ROAD CENTERLINE RIGHT OF WAY -qG— — CONTOUR ELEVATION EDGE OF TREES /BRUSH �� 1 CONIFER TREE DECIDUOUS TREE • s SCANNED IIIM 00Im-7 CLI.S- 3Z3SO� r CI r G 6/ cr N w � � n � o W �o N > W m U 13 NW 23 -23 -5 �X / )k = 254.66 M D -S- BOL _yDS'J � 40 SLOPE \ • Ifvl= 254.86 20 0 20 'I \ 1 / TOP OF 60 %t L_ SCALE IN FEET FILTER FABRIC FENCE (TYP) J IM =22 dra \ (SEE DETA�L HT 18/18) R COORDINATE LISTING SSMH # NORTHING EASTING SSMH #2 174534.73 1318874.76 SSMH #3 174700.58 1318939.77 SSMH #4 174870.61 1318927.14 ' V a E =276. 36 ADS( E)— �-dr+o E =216. 36 "ADS( W) \EX CB TYP II \ \ `131M =2325 \ \ EX.CB TYPE II /I, I I I W 22U5R..8 B 36 TODI ST ( NE) \ CB \ IRIE E IM = 23 439 . 637 2258 36 " 6 ". ADS(N CU PROTECTIO � (TYP 237. 36 "ADS(SN) ) O �yY.P (SPE :DETAIL SHT\8/16\ v+/ CURB UTOUT 1'5,4TH PL SE ROLL 2 0 7 F SRI w -,-- - b CI n — m r z z B o �J n � b 0 (� a N x > w m I A 0 FILTER FABRIC FENCE (TYP) (SEE DETAIL SHT. 18/18) �\ � CLE'�� NC(� +iyti�§ o w° v ii �a I rizr �n� Is x_ I I I I .n �� `d:I I I ��� / 1 CONTRACTOR T0� POTHOLE TO VERIFY SD DEPTH Roth Hill Engineering Partners, LLC 2600 116th Avenue NE #100 R o_t /h /�i I I Te11425.869 9448 ton 98004 V Fax 425.869.1190 �= N �Z Z p °� COORDINATE LISTING SSMH # NORTHING FASTING SSMH f�4 174870.61 1318927.14 SSMH �/5 174880.23 1319236.95 �` ,-, �� �°-° SEE SHEET 6/18 Z I � 41 F: . V ' _ � � �� ¢< �w � t6I•� LLv _, I� � \ � `t;U�"�`�`. \",` � �, 111 � ` 20' PERM. ESMT. - 11/ N 24' 12• H, p. � ,. j �`\\ \\ \\ , 3o FR/ � I J TTTIN SSiNH' NS � \ , / 3A0 I ' �.� / �E1M�C�T,IN \��- 1,\`` t �cE _�^�.�"" / �j . / ET�11L� SHT I17 19 . CHECK DAM (TYP) 5�Mp — � �\ \,�,�3�, ' SEE SHEET 3/18 (sEE DETAIL. SHT is /te) /�32 "FR ---- —3A� < 16 "FR 28 "FR .. SI= 340.04 12 "CONCISE) SEE SHEET 5/18 FOR PROFILE SCALE 20 0 20 40 ( FEET ) 1 INCH = 20 FT .� r I 1 � Il l 0 1 � n / I / 1 20' P. CONST. _ - tjJ EASEM NT FOR O—_ PIPE P LIBACK -- Z- � _ J — _ EASE�fi T \ \ 10� RM. Q i � � � 1 �� � � �i\ � � t I �� G I _.�l --1 ICI � �� I °� I I � WRESSELL IC\ 301 rn� I I cn 20' TEMP. CONST. j'[j / — —_ EASEMENT FOR L _ _ __ � _ — — PIPE IAYOUT AREA 6 „FR j `\ __ __ O _� I VINE ��� s.�, ®® m / � � ;;- - � � \ � - �- -360 W I 3' OOb 10 "FR �� ' �_ _ Z 20'F 16'FR 10' PERM. / J I li. i ` \ �F�. EASEMENT � (, � i \ \�!� E cLOSU E CUT.FIPE AND ' ` � Nw coR gla6oa INSTALL CLEANOUT OR , � / )� FF= 361.83' � ..760 DEFLECT HDD TO PARALLELS � Q 12 &STAY WITHIN EASEM�N7. / � VERTICAL CONC I / �!J/ &GUTTER /// 11 / GRIND &OVERLAY LIMITS (TYP) \ — \ _ — `— �� — 1 WAL ICO p�T K Sj,7F �,``��pF WASH/ +PJi gG�aF ^ASA'i �' W yP � F� m 38087 4 "� 18825 w4' �,RE'QISTERE�`�+tV �F R @C15TEFF'� SSIONAL ENG � �Y� HSSIONAL ENC'l yl /6/D7 // fl7 E %PIPES (1/0( /x008 I IE%P IRES 11/16/2008 d J tn*1 >� �� ro ro � m A' C7 N w m �e H P � N NW�n :: V1 SEE SHEET 4/18 I I wLI,.I I mod 20 0 20 SCALE IN FEET IVVV L3 -Zj -S COORDINATE LISTING SSMH # NORTHING EASTING SSMH #5 174880.23 1319236.95 SSMH #6 174993.99 .1319231.67 SSMH #7 175153.39 1319172.57 SSMH #8 175366.25 1319186.48 J GRIND dE OVERLAY LIMITS (TYP) 00 LU W U) W W U) S 350 £°o a SIDE z> 0 az _ SEWER STUB PER 1 CITY OF RENTON.STD. I \ .. .. I o ✓� a �, , DETAIL 8078 (TYP.)I wm y a ll l I N ..... V . 365 ...... ..... ... .. ..... . .... " :' ::::::: .... ::: ::::: "..': " :::::': .. ::: ........ U:0 ?55 .. .::: ...... .. ... ....... ..... : : : : :: ........ ....... ::::: : : : : : : : :.:. :: ......: : : :: - : :: :: : : : :: .. ... ........ .....:: .:::::: :::.... ..::. "..: .. ... ": ... :::' .y. ..... ... ...... ... ..... ..... 365 360 ......... .. ..,. ..... ...... ... ..... ......... .. ... .. .. ...... ........ ...... . ........ ...... ........ ........ ....... . .... ....... ..... ..... ......... ....... .... .. ....... ........: ... . :. ... ...... ... ..... ......... ......... ........ ... ... ..... ...... .. .. .. ..... .... .. ..... ....... ....... ... ... .... .... .. .. .... .: .. ... ....... ... _ �... ....... "...:. .. .... .. ....... .... ... ... .. ... ... ... .. . .... .. .. ...... ..... ... .. .... . ....... ... .... ......... ..... .. ........ ... .... " : ::::: .. .. .... ... ....... .. 360 IE= 351:9. = B (15 "N)::: t5.5 : ' .... . n ....� ......a :. .. ..� 1 , : EX ST _ GRADS .... .. .. 0.031 .. :::'..:. 77 ... ... . ...... I 340 .... ::::::::: ::::::... ........ ......... ...... : ......... :' :::: ::::... ..... ......... " ......... ':::':::: :.::':'.: 355 .:: .: " '::': ..:'::.:: ::::::':. .::: " ::: :::':..:: ......... ''.:::: ....... ::: .,:...:.. ...;:: -.:: :: _ :;: ...:: ... ::: .:::::::: .:':::::: - ..... 815 N. ,2 7 . ......... ........' ...:::.:: ::: . :: :::. :::: :.:'. :. ...... 340 N...... .. .. ........ ..... ' .. ;_ ' " ._..: � ... :......: _ ....::: ...: ...... ..... . .::::... ::....: ::::::::: .. ...... 7: ....... :::::::::.:: ... ...... .:... ...... ....... :::..'. 355 335 .... .. ::::::::: .:ssM1t #e: :::...... ......... ..::::::: ::...... ....... ...... ....... ....... ....... . .... ...... ..... ....... S 350 .. .. : ..... . . .... " :' ::::::: :::.:::': ::: :::::': .. :F =15" U:0 ?55 .. .::: SSMH: .... ::. ..... .... .... RIM ::::::: :::::: :::::::: ::::::::: ''.:::: 4TIE= ...... _ 1f =352' 6(8 "W):... ..... ......345 " : ::::: ..... IE= 351:9. = B (15 "N)::: t5.5 : ' .... . 345 . .... .. .. 0.031 .. 77 ... ... . ...... 340 .... ::::::::: ::::::... ........ ......... ...... : : ' :::. o .... .. .. �� - ..... 815 N. ,2 7 340 N...... .. .. ........ 11 � 0:07: .. ...... 7: ....... ....... ... ...... .:... ...... ....... 335 :::::::: ::::::::: .:ssM1t #e: :::...... ......... ..::::::: ::...... ....... ...... ....... ....... ....... . .... ....... ....... ......... ........ ... ..... ... ..... ......... ......... ......... .....I... ......... ......... ......... ......... ......... ......_.. - .:IE =339.88 (15'N:):...: :::.::.: ...... .....4, ....... ...... .. ...... .. ....... ....... ....... ....... .. ... ....... . ......... ......... ......... ::IE =338.78 (15 "S)::::: ......... .::::::. .... .... ....... ....... :: ....... ::::::: ....... ::::::: ....... ....... ....... ::::::: S,W AGlC F� w 330 ......... RIM =3 .....IE= 33.0., 2.23 :::::: ..N... :::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... :::. .... . ...::::.. ......... ......... ::::::::. ......... ........ ......... ........ ::::::: ....... :::::.. ..... : ......: ::::: ::::::: ::.... ::::::: ::::::: ::::::: ti� of WASyt�Q AGO of WASy �ti:•FeF+ e ::::::. x ......... :::::IE =33.20:( ?� ":E):: ::::::::. . ......... ......... ......... ...... ... ......... ......... ......... ......... ......... .... ..... ....... ..... ....... ....... ....... ....... w IE�33 10 (12 "W :::::: :.......: :. ....... ....... . . .... ......: ....... ....... : ........: ....... ....... :..... ...... ....... :::::: ..... ....... . .. ... ... ......... ..... .... ......... ....... ...... ..... ....... ....... ....... ....... ....... ....... .....: :... ...... 38087 4 ',gyp 18025 4' F�RECIS'fERB�`�v� ,oF� RA'C1STE:'� �w SIGNAL .... ... .. ::: :....: :... .... .... ....... ...... .... EN SlaNAL ENG Roth Hill Engineering Partners, LLC wmEVEn: scvE: EXPIRES 11/01,2008 EXPIRES 11102000 a 2600116th Avenue NE #100 o' / ® 20 • Bellevue, Washington 98004 ®t h H' I I SCALE 0 20 40 oR orw HILL ENGRS EJW /SKS R � °;ate;,,;; • %3- CITY OF RENTON CENTRAL PLATEAU INTERCETPTOR,SECTION2 a� P� oR DSH z Tel o �� Fax 425.869.1190 (FEET) 11NCH = 20 FT .- i'vu sc�E „ DATUM Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE NO REVISION BY DATE APPR RBAF s ".`^�oR °' " "r SCANNED JUN 222007 ��,5 3Z3s1�� ��, X18 6 RULL 2 07' ® ® 4145 tot� S J 0 z r m o[N 0 W N N 0 o N Z 0 a 0 0 z a III COORDINATE LISTING SSMH # NORTHING EASTING SSMH #8 175366.25 1319186.48 SSMH #9 175529.06 1 31 91 94.92 SSMH #9 -A 175550.30 1319161.64 SSMH #10 175523.19 1319440.29 SCANNED JUN 2 2 2007 U. 5 -323SD 7 ROLL 2 07' F 4 (5h, 370 365 360 355 350 _ ro- Y b 1 rt o 0 W U xiI �I NW,NE 23 -23 -5 I FF= 371.25` I GRIND & OVERLAY LIMITS (TYP) I CLEANOUT I EX.SM RIM(W)=369.011 I 40LF -8" PVC ® 0.004 - / I anP I- � = 1I (DISHED LID) IE= 364.7±18" CMP(N) EISM _. - . /o 36763 IE= 363.6 ±18" CMP(E) IE= 363.6±18" GMP(W). i EX.CB RIM= 6 .38 IE =364 4±16 RIM- RIM - 369.42 \I E_? SI 366.53 SI- 366.93 I �CONC LIGHTS ON I 2'WOx OD P OST &R A! 5'CLF - + 12 "CONC(W) - 1 FR 3'XIG BRICK �- x -26 WALLS 18 "FR 18 FR 3' HIGH I n/ BLOC /� SE 1 4TH-ST 05 -� t) =36 (W ) DETAIL 8078 (T . ) E= 36 6 CMP(E) ""CMP(N) SSMH g9 -A\ - 3'CLF �' T - -W 2 I -W— W - -- 1 W' -- -W-L y -W - -- 'N -- SIT -W' - -- 00 4 — ao x /) i Irn , •� �.� .�� .�. ter. 1 V� - - W pa I 2 I .�. D. - SD -- Sn-- _ FLOWLINE SS ®H #10 I I �pq V/ al W SCANNED JUN 2 2 2007 U. 5 -323SD 7 ROLL 2 07' F 4 (5h, 370 365 360 355 350 _ ro- Y b 1 rt o 0 W U xiI �I OP C/ I _ -G G yJ b e LEADWGIN NG r anP I- � = 1I - . /o 36763 ~ ' I EX.CB RIM= 6 .38 IE =364 4±16 I,- FILTER -FABRIC FEN E (TYP) SIDE SEWER STUB PER . CITY OF RENTON STD: RIM= 368.89 CMP IE -- 2'WOx OD P OST &R A! IE ? (SEE DETAILSHT. 18/118). =36 (W ) DETAIL 8078 (T . ) E= 36 6 CMP(E) ""CMP(N) 3'CLF :I II 65.3 2 CB PROTECTION (TYP 3 1 TOP= 367.81 (SEE DETAIL SHT 18/18)I GARAGE pt FF= 370.76' I � /A I 7 \ - MAIN ENT #15601 I FF- 370.76'1 - I I U) _ W I MAIN ENT //15605- 373.44' I i QFF t- dig 11 =1 SE 144TH PIL I \ X I i' 3'CLF 28LF -8" PVC 00.0040 a I I CLEANOUT VNI ( F L G I ISO07 SEE SHEET 6/1- -8 ...... ......... ......... :. ......... :: ..... .... .. ..... � .. ....... ....... .. . ........ .. ....... .. .... : ..... 370 ... ... ..... �# ... .: .......: ........ . ......... .......x. ......... ......... ......... ........ ..:.:.... ....... .. w .. EXIST RAD G ®� SEWER .... ..... .. x. ... .. .. .. ... ... .. ...... .. . ... . ..... .. ... ... . .... 365 :::.. .. ..... ......... ......... ...... .. —.. .. .. ... — ...... .:::... . --... ::. -: .. .... .. ... ... :: . . 360 .... >.: ...... ....... . :: ::: .:::: ....... ...: :: ::. : : ...... . : .. : ... .... . .. ..: ... :: :. 355 . .... ......... ..... ......... .. .... ...... . . ... ... .... . ...... ..... .. .... ........ 45LF 15" ®0.045.0 ...... .: ...... .......: ...... :.......: ..... ....... .......... 39LF 8'� : ..... :0.0410: ....... ....... 15 LF._i.g . ..: .... .. .. . .... ......... ......... ........: 1� KS LIB wwAIG ....... . ... ....... ..... ..... ......... ....... ...... ......... ......... ......... ......... ......... ......... ......... ........ ......... ...... 5S :.....:RI H. 9..... = 369.33... .......:. ......... ........ ......... ........ .......: Go�C s wash av oar 0e a? w � .. RIM 36931: _ - IE.356.79 1 ....... E _ 350 ......... .... .... ......... ......... 1E 356.05 (B N) ......... ......... ...... ::..... w~s ....... ....... ' I..... 69(1 )::.... . RIM=369.33 ....... RM= 368,00 RIM-' ......... ....... IE le 355;47 (1.5 "E 35.5;37. (15, $ ......_ ..: ......... :.. ......... ........ :::::::: e7 A 4e p 44 . . IE =355.47:( 5 ".E)::::: ...... ......... s IE. 3 2.x6:(.8 °W) : ::::::::: ::::::... .. ::::::::: ::::::::: :::::::.. ::::::::: :::::::.. :........ :::::::: ::::::: :.......: ....... ....... ' ° Rae ° / .s' EcrsTEE<F' '�ECrsTEi+E °.�yc� ....`SS(ONAI. ....... ..:::.. ::::::: :::...: I... . 37. 5 ".S...... ....... ..... . ........ ....... ....t...). ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ........: ::: : ...... .... ::..:: ..... S�oNAL ENOl EEO\ yl`1 . =' .IE =3 1.6D' 15 S. .. ...... ......... E %FIRES Roth Hill Engineering Partners, LLC 11 OI 2008 IEXPIRES 11/16/2008 SHROTHHILLENGRS �` 26001161h Avenue NE H100 � SCALE 20 1.. -20� HORIZOMN: s /1991 4 •% �- CITY OF � CENTRAL PLATEAU O Bellevue, Washington 96004,. R 0 20 40 EJW /SKS „u RENTON INTERCEPTOR, SECTION 2 DsH ®t '" 425.869.119 (FEET) x�BAF �F- -�I DATUM ® ®.® Fax 425.869.1190 Fax i INCH = 20 FT N0, REVISION BY DATE APPR I`'NOi a�,E Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE SCANNED JUN 2 2 2007 U. 5 -323SD 7 ROLL 2 07' F 4 (5h, 370 365 360 355 350 _ ro- Y b 1 rt o 0 W U R COORDINATE LISTING SSMH # NORTHING EASTING SSMH #10 175523.19 1319440.29 SSMH #11 175517.38 1319683.22 SSMH #12 175509.72 1320011.84 I I I I /• I I MAIN ENT //15802 E X -CB FF= 375.07' RIM I CARPORT //15814 FF= 375.51' 2/ = 369.78 I IE -3663 12-(SE) I COMO ARBORVITAE 1 ED ING I (3'W%6'H) x I 51= 36c.31 12 "CONC(E) 5'WOOD SE 144TH ST I EX.C8 RIM= 370.49 I IE =367.1 12 CONC (E) f I Y 0 x x x X I IE =367.0 12 "CMP(S) vlT w_ i - - - -ms I 1.____1 ______._ - -- __µ,- __._w__ - -w -.- o DIVER tl-BER i�� �_,-_ _ -_ 1 PNR ���SkA -3i0 C� q ,I� W y-_lY_ .. - / . .. y�___ �w-._- _--- w, - - -- OLD+ ( I - JUNIPER -- �I-u� SSMH #10 Ir r - - _ - __ (�� -- I. _ , � FLOWLINE Cn W ° "� i•�• moo. �. so�� -- ° ° ° .e ® 15��PV�� _ - d 370 -i - -- / �- 15" PVC / - _ SSMH x!12 w W_ = m ti =3 m o ro ° a 1 � m c n � M b A \A D N Ul V, 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.) 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SlONAL EN iS : 1 n7 o - - EXP IaES 11 �Ol 2008 EXPIRES Il 10 2008 Roth Hill Engineering Partners, LLC sursmEO:OTH HILL ENGRS CITY OF SCALE Mw ,aa =Taal / � 2600 116N Avenue NE #100 ,� 1 " =zo' "' ;, CENTRAL PLATEAU 20 0 20 40 "` EJw SKS RENTON INTERCEPTOR, SECTION 2 • Bellevue, Washinglon 98004 w.wx. OSH/ � Pq xo- ° oth'11 ° Tel 425.869.9448 (FEET) m I--ONE 1""' F rcEOBAF euc Planning /Building /Public Works Deft. SEWER PLAN AND PROFILE �./ Fax 425.869.1190 1 INCH = 20 FT �nco leul g N0. 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SlONAL EN iS : 1 n7 o - - EXP IaES 11 �Ol 2008 EXPIRES Il 10 2008 Roth Hill Engineering Partners, LLC sursmEO:OTH HILL ENGRS CITY OF SCALE Mw ,aa =Taal / � 2600 116N Avenue NE #100 ,� 1 " =zo' "' ;, CENTRAL PLATEAU 20 0 20 40 "` EJw SKS RENTON INTERCEPTOR, SECTION 2 • Bellevue, Washinglon 98004 w.wx. OSH/ � Pq xo- ° oth'11 ° Tel 425.869.9448 (FEET) m I--ONE 1""' F rcEOBAF euc Planning /Building /Public Works Deft. SEWER PLAN AND PROFILE �./ Fax 425.869.1190 1 INCH = 20 FT �nco leul g N0. REVISION BY DATE APPR Pao. s°,E rco`"". a 10 '18 MAI JUN 222001 CD ;I9SID M �OL =49"I .L 2 0-7 Fom"' I i _ b n fn L 'v A m W n � b o (� a N'x D W V n fn L 'v A m W n � b o (� a N'x D W V II I 5 20 2 SCALE IN FEET COORDINATE LISTING SSMH # NORTHING FASTING SSMH #15 175778.60 1320512.70 SSMH #16 176053.84 1320513.14 SSMH #17 176163.84 1320512.66 I I o0 �z 00 F�IIF VF TX �Y4C iIIC��3R' J //3YY''I� •/ ' 1 _ T I r _05 —__ t_ W SSMH #1 w M-- r —M - -- M. 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' IE %PIPES 11/01/2000 E %PIKES 11/16/2008 Roth Hill Engineering Partners, LLC SCALE suxvErsR ROTH HILL ENGRS swrE 1 " =20' R miry -1-/1 /ee' A CITY OF CENTRAL PLATEAU wm _• 26001761h Avenue NE #100 20 0 20 40 - �=�N EJW /SKS L RENT 0 N INTERCEPTOR, SECTION 2 P R t h l Bellevue, Washinglon 98004 �,�8: DSH E INCH DATUM N0` '' ® Tel 425.869.9448 ( FEET ) iax� �'EE Planning /Building /Public works Deft. SEWER PROFILE FOR SHEET 12 _/eBAF V Fax 425.869.1190 i INCH = 20 FT N0. REVISION BY DATE APPR "PPR"vF° solve - or r �° 13 'I 8 _- E%9 MIRA .. - C11 5- •523j IZ .r w cvu/ -- . . M b C) r c % j`I , � L R � a N 9 w "J " i OW ro N w 1 QV / 00 co Lu W 1s U) a d s N lei 0%,a' 20 0 20 40 SCALE!N FEET 4yG6 NW 23 -23 -5 COORDINATE LISTING SSMH # NORTHING EASTING SSMH #19 174880.01 1318296.96 SSMH #20 174921.39 1318233.21 / / NOTE: CONTRACTOR SHALL FIELD LOCATE EXISTING BUILDING SEWERS TO DETERMINE SIZE, TYPE / AND LOCATION AND CONNECT AS REQUIRED. / RP,GEShg�, GP FFo / / NEW SIDE SEWER STUB AND SIDE SEWER. / CONNECT TO EX. BUILDING SEWER AS SHOWN. CAP PIPE TO EX. SEPTIC TANK AND ABANDON h� Q��lS�sl SEPTIC TANK PER KING COUNTY / Go yh a Po ���,n'yti9h �ti REQUIREMENTS. (TYP) \w. j �,PJ�aI CLEANOUT -: PUMP CHAMBER (APPROX.) / 25LF -8• / i" SEPTIC TANK (APPROX.) 00.0040 - ` \ ®2� w vc RICHARDSON Roth Hill Engineering Partners, LLC ®s® 2600 116th Avenue NE #100 SCALE 20 0 20 40 o O Bellevue, Washington 98004 R ®t h ' I I Tel 425.869.9448 ( FEET i INCH = 20 FT Fax 425.869.1190 0 a BORE IN \S\F:Y\ / I SHED/ PATIO (ON CONIC I q LOCK _ — '� x r — — -/� SEPTI NK (APPROX.) P.G�N., ��.� //0 / ER,CITY.OF /./I�''_i' B07 TYPJ l - -CONTRACTOR TO'FALL &J DUNCAN REMOVE TRfE- STUMP -TO �/ REMAIN 350.— / / ^j / � �// A) SEE I SHEET 15/18 FOR PROFILE REVISION KOLL 2 07' SAME ID: p.ROTH HILL ENGRS �� SCN£. 1 „ -20 NOR60Nf01: NID 1o9J%1981 �� CITY OF EJW /SKS .� RENT 0 N pR� DSH I — DATUM L101EDgpW Planning /Building /Public Works Dept. I IF SNOT ow INw DATE APPR wpPO�' s NE McoxplNC T E Ift 5 3 R\�e� N5 o�PSI�O�P\V aE c,PO�.,al N, �0 � A aer 1 WALK �T V- SL <y4` 6V 'A ��� o w a w s w 38087 W4 A 16 825 C' Off' F�G(STER� �F �EGfSTER`�G _`�SS7n -111 F.[lC'� I., �SSlONAL E�G� 7 Oy. ^L 441 //'1 s/ 6 EXPIRES 11 /01 200 E %PIPES 11 18 2008 CENTRAL PLATEAU INTERCEPTOR, SECTION 2 SEWER PLAN rr Cl) 5- 323514 d b C �J I I ' I f W L 3 -5 ,gag?, \ I GRIND &OVERLAY RlM= 353.34 / EX.CB \� ` LIMITS (TYP) /E=35US 12 / CR EX_SM TYPE II gOEyJ�i PF- RIM = 355.27 \ j�� \ \\ �\\ \��` \� Xa IE =350.1 12'CMP(NW) /1. \ \ y CATV WTR SURFACE =350.7 O o��` TFXE 4 TOP OF VERT PIPE =352.5 ` (RETENTION W/ SEP TEE) 20 0 20 40 CLEANOUT EX.CB \ RIM = 35114 \ \ �\ PM SCALE IN FEET \ \ IE =350.3 15' ADS(S COORDINATE LISTING SSMH # NORTHING EASTING SSMH #20 174921.39 1318233.21 SSMH #21 174879.48 1318098.56 SSMH #22 174895.06 1317969.51 EX. SSMH 174940.92 1317894.10 \ E 3so.2 15 "ADS(NW) \ 55LF -8" PVC ®0.0040 4'PM \ CLUSTER \ c \\ ARBORVITAE LIGHT \ (2'WXS H) 2'X3' \ \ `.\ \ TV c \� BRICK 3'H BOLLARDS \ DECORATIVE DECIDUOUS \ i r n �C i rr L v D r~n m m v 0 v N W m � n F, BAND CLAMP BAND CLAMP ANVILFIG. TYPE 2T2 PIPE -CLAMP WITH GALV. FINISH SIDE VIEW TOP VIEW OR EQUAL SPLIT AT SPRINGLIKE. SPLIT AT SPRINGLIKE - - CLAMP ID 14 "'MINTO ALLOW :PIPE TOSLIDE THRU CLAMP. o Qo o FABRICATE (4) 1/4" PLATE ASTM A36 STEEL GALV. AFTER FABRICATION PER ASTM A723. 12 ":HDPE PIPE � COMPACTED CORNERS 1/2" FILLET COLLAR (2" PIPE ARRANGE HOLES TO FIT WELDED TO STAKE) - (OD ^- 12'75) BACKFILL BAND CLAMP AND CABLE ENDS. 3/4" BOLT, FILLET 1/2" TYP p�pE CABLE END / NUT, WASHERS � F, EACH SIDE o OO 3/4" DIA. FOR CABLE - 7/8 Di °' 2 DI °. � 1`�p �' I PLATE �'y BOLT FOR r/ � �, FOR PIPE PENETRATION as 4' SEE HDPE CONNECTION CLAMP. (TYP) � � - - �- - DETAIL THIS SHEET - CHANCE CHAIN SHACKLE • • W4�•(.� °e sy� • � � ,;:; ��� i 0p 00 0000 00 0p00000 ° e0 ° ° O •0 . EX. PAVEMENT � /// \ \i � SAW CUT L BAND CLAMP, SEE DETAIL pVp� �0 \\ \ � MATERIAL �' �" ° � �7 /B,.J— 4 164;%2. 6 "MIN. CLAMP TIGHT TO PIPE, ��pF. ��' ,BEDDING MATERIALS TENSION CABLES. I I��I 3/6" GALV STEEL CABLE, �� �� SHAPE PIN PLATE DETAIL TWO CLAMPS EACH END, TYP. 1 =11 - TO A POINT - I _�I I 1/4" PLATE ASTM A36 STEEL BAND CLAMP (TYP) _ �I � GALV. AFTERFABRICATION PERASTM A123: 1111 III- CHANCE ANCHOR (TYP) - CONFIRM THAT PLATE WILLMATCH CLAMP FITTING AND BOLT DIMENSIONS - _� 11 -III- II III I BEFORE FABRICATION. 10 1�" X 8' PIN PILE EACH -SIDE _ _ ' - ASTM A36 STEEL GALV. AFTER.FABRICATION PER ASTMAT53. PIPE ANCHOR DETAIL NTS : TOP SLOPE ANCHOR w! PIPE CABLES DETAIL NTS 17Yz" DIA. CORE DRILL �� THRU CB WALL - III r -I II'I NON- SHRINK GROUT - 1- 'll T� NEW PRECAST = I/12" FLANGE ADAPTER II - NEW PRECAST MANHOLE SECTION I' � 1= 12" HDPE PIPE _ � I MANHOLE BASE II I 1� SECTION l _. _DRILL 6 1Ye" DIA. HOLES � I I - I I I� COMPACTED BEDDING' TO MATCH BOLT PATTERN z ] � II 24 "TYP` 1= 24 "TIP .1 E TI J1,I FABRICATE 1Ya" GALV. STEEL FLAN )�' � °' �� _ 24Yz' OD, 14" CENTER HOLE 21Yz" BOLT CIRCLE, MANHOLE _ i( - -� - - _1 - -��- n - _��_ 6 EVENLY SPACED tYfi" DIA. HOLES `" 6 -7/a "0 BOLTS LENGTH AS REQ'D., 14" ° F� NUTS &WASHERS a DETAIL NOTES: 3 z 1. CONTRACTOR SHALL CONFIRM ALL FITTING DIMENSIONS, u BOLT SIZES AND LENGTHS. ANY CHANGES SHALL BE `v SUBMITTED TO TH'c CITY FOR APPROVAL. a S 2. ALL BOLTS SHALL BE HEX HEAD, SAE GRADE 2 °o CORROSION RESISTANT STEEL. i N 0 3. ALL ELBOWS AND FITTINGS SHALL BE FABRICATED � TO THE PIPE MANUFACTURER'S SPECS. 4. USE NON- SHRINK GROUT TO FILL VOID SPACE BETWEEN a FLANGE AND OUTSIDE OF MH WALL. z 5. CHANNEL MH PER CITY STANDARDS. HDPE CONNECTION DETAIL � NTS 0 N O WK ;J S Roth Hill Engineering Partners, LLC s ^ 2600 1161h Avenue NE #100 _• Bellevue, Washin ton 98004 R ®th'II g � Tel 425.869.9446 � ®„/ Fax 425.669.1190 ELBOW COMPACTED BEDDING g SSMH. 18 12" HDPE SPOOL DETERMINE LENGTH IN FIELD TO FIT PIPE TO SLOPE, 2� MIN. CHANNEL MH PER CITY STANDARDS. 12 "SSMH CONNECTION DETAIL NTS 4" MAX. COMPACTED THICKNESS AC PAVEMENT, CLASS B (PATCH OVER TRENCH, MATCH EXIST. PAVEMENT THICKNESS) 6Yz" MIN. COMPACTED THICKNESS CRUSHED SURF�4�ING HDPE SEWER MAIN) ��- / ��� "�' " "• ���'�"� j ��P NADISTURBEDJ �; -III. =�T IVE j 1� "- - � - _,_,.III � - MATERIAL -111 -1 1 =11I- I =1 t 17 =rn m m COUPLING (TYP) HDPE SEWER MAIN qg" MIN. 12'SDR 35 12 "SDR 35 UNLESS OTHERWIS '- PVC SPOOL PVC SPOOL APPROVED BY' 4 "- 6" COMPACTEDCONCRETE OR SAND COLLARMH THE ENGWEER .BEDDING MATERIAL ADAPTER FOR PVC PIPE (TYP) ELEVATION INSTALLATION PROCEDURES: 1.. EXPOSE &REMOVE EXISTING PIPE. 2: SET MANHOLE &PVC SPOOL PIECES IN PLACE TO PROPER ALIGNMENT & GRADE 3. RECONNECT PIPE WITH COUPLINGS. (ROMAC 501 LONG BARREL OR EQUAL) COUPLINGS SHALL HAVE ROMAC S.S: - STIFFENING INSERT OR EQUAL FOR HDPE PIPE END. 4. CHANNEL MANHOLE PER CITY STANDARDS. 5. FOR SSMH #4 CONNECTION REQUIRED ON ONE SIDE (EAST) ONLY. ��IAN�OLE CUT -1N INSTALLATION NTS ROLL 207 3" MIN. COMPACTED DEPTH CRUSHED ROCK BANK RUN GRAVEL aa" Mlnl. WHEN REQUIRED UNLESS OTHERWISE APPROVED BY NATIVE BACKFILL OR THE ENGINEER BANK RUN GRAVEL WHEN RE UIRED Q o.e a•• °0� � • °'O °'$o � 6 "MIN. �.o•o.: ° QoO. PVC. PIPE °e ' 6 'o ".• a , PIPE ZONE MATERIALS 6 "MIN. BEDDING MATERIALS IN PAVING �.: • • W4�•(.� °e sy� • � � ,;:; ��� i 0p 00 0000 00 0p00000 ° e0 ° ° O •0 . EX. PAVEMENT � /// \ \i � SAW CUT �\ EDGE OF EX. UNDISTURBED PAVEMENT NATIVE NATIVE BACKFILL OR MATERIAL BANK RUN GRAVEL aa" Mlnl. WHEN REQUIRED UNLESS OTHERWISE APPROVED BY NATIVE BACKFILL OR THE ENGINEER BANK RUN GRAVEL WHEN RE UIRED Q o.e a•• °0� � • °'O °'$o � 6 "MIN. �.o•o.: ° QoO. PVC. PIPE °e ' 6 'o ".• a , PIPE ZONE MATERIALS 6 "MIN. BEDDING MATERIALS IN PAVING �.: TRENCH DETAIL NTS • 1 WAL /C 'CT K SLI F O • • W4�•(.� °e sy� • � EGG °F way F �� 38067 4 • � � ® ® �S�r' v�RECISTERF'���'�V � / ` " � t �� A ]6825 4 �OF 4'EGISTERF'� F'� ESSIONAL ENO`s H /lb �7 ° e0 ° ° O •0 . EXPIRES 11 16 2008 PVC PIPE O °•�^ v : °' :poo_: °o'' o • e . 6 "MIN. �' �" ° � PIPE ZONE MATERIALS 6 "MIN. ,BEDDING MATERIALS TRENCH DETAIL NTS • 1 WAL /C 'CT K SLI F O • • W4�•(.� °e sy� • � EGG °F way F �� 38067 4 • � � ® ® �S�r' v�RECISTERF'���'�V � / ` " � t �� A ]6825 4 �OF 4'EGISTERF'� F'� ESSIONAL ENO`s H /lb �7 X77 � !%Ii7 l . EXPIRES ]1 O1 2006 EXPIRES 11 16 2008 Cc�:5- 373CI% C m o A� ' C N 00 m � � ww' x I`v, ti W L FILTER FABRIC MIRAFI 100X OR EOUIV. 2 °X 2 "x 14 GA. ( WIRE FABRIC 60" WIDE ROLLS), USE STAPLES OR WIRE OR EQUAL (TYP) RING TO ATTACH FABRIC TO WIRE (TYP) Rm � II I II Y Y sLoPF II -' - -- IIa + LI_ _ I' ------------- it BURY BOTTOM OF FABRIC ii I I U MATERIAL IN 4 "X 4" TRENCH U MIN.L� 6' MAX.** I � PROVIDE 3/4" - I I/2° DIM. 2 "X 4" WOOD POSTS, STANDARD OR BETTER WASHED GRAVEL BACKFILL WITH GRADE OR EQUAL. O 6' O.C., NATIVE SOIL ALTERNATE: STEEL FENCE POSTS •� TO MAY BE ISE USED SIDE VIEW FILTER FABRIC FENCE NOTES: I. THE FILTER FABRIC SHALL BE PIRCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST I INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 30 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A. CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS. OF STANDARD NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. FILTER FABRIC FENCE DETAIL NTS PERMITS THE FOLLOWING PERMITS HAVE BEEN OBTAINED & ARE BOUND WITH THE SPECIFICATIONS: (1) KING CO. GRADING /CLEARING. (2) KING CO. SPECIAL USE. (3) KING CO. RIGHT —OF —WAY (4) DEPT. OF FISH & WILDLIFE HPA. F2 CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PERMIT CONDITIONS INCLUDING BUT a NOT LIMITED TO: $ (1) TOPSOIL AMENDMENT. N (2) DISPOSAL OF EXCESS EXCAVATED MATERIAL. 3 (3) WET SEASON CONSTRUCTION PER KC SURFACE WATER DESIGN MANUAL APPENDIX D i (2005). Roth Hill Engineering Partners, LLC 2600 1161h Avenue NE #100 ®t /h ' " Bellevue, 98004 e,! Fax 425.869.1190 ROLL 207 F FEZ 157 S, WALK 'CT K SLI F� TEMPORARY EROSION /SEDIMENTATION CONTROL NOTES: DROP INLET WITH GRATE WATER — EDIMENT 1. APPROVAL OF THIS TEMPORARY EROSIDN /SEDIMENTATION CONTROL (TESL) - PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR - ��RUNOFF DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS; PIPES, RESTRICTORS, •4 18825 �N �F RECISTEWF'� �`SSIONALG, �a�` ExPI qES 11 01 2008 CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2. CONTRACTOR REQUIRED TO SUBMIT TESC AND DEWATERING PLAN TO OWNER AND ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. — 3. CONTRACTOR AND AN ON —SITE REPRESENTATIVE OF OWNER WILL REVIEW THE INSTALLATION, MAINTENANCE AND PERFORMANCE OF THE TESC MEASURES • - SHOWN ON THE APPROVED PLANS. THE TESC OBSERVER OR PERMITTING - FILTERFABRIC UNDER FILTER FABRIC UNDER AGENCY MAY RECOMMEND ADDITIONAL MEASURES OR CHANGES TO THE TESC GRATING -. GRATING PLAN THAT ARE WARRANTED DURING CONSTRUCTION. THE CONTRACTOR AND OBSERVER WILL EXAMINE ALL TESC MEASURES PERIODICALLY DURING THE PROVIDE AT ALL CATCH BASINS DRAINING AREA AFFECTED BY WORK. CONSTRUCTION PERIOD, AND AFTER STORMS HAVING 0.5 INCHES OR MORE OF RAINFALL IN A 24 -HOUR PERIOD. THE OBSERVER AND THE PERMITTING - AGENCYHAVE THE AUTHORITY TO REQUIRE CORRECTIVE ACTION IN ORDER TO CB .PROTECTION DETAIL - ACHIEVE EROSION CONTROL OBJECTIVES. 4. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, NTS MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS - - -. THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. TESC MEASURES SHALL REMAIN FUNCTIONING AND IN PLACE UNTIL THE SITE HAS BEEN STABILIZED AND THE PERMITTING AGENCY, OWNER OR ENGINEER HAS APPROVED THE REMOVAL OF THE TESC MEASURES. 5. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE, ADDITIONAL TESC MEASURES MAY BECOME NECESSARY TO PROTECT ADJACENT PROPERTIES AND TO ENSURE WATER QUALITY FOR SITE RUNOFF. IT sANO sacs MusD COMPLETELY TH COVER THE BOTTOM AND SIDES of THE DITCH - SHALL BE THE CONTRACTOR'S 'RESPONSIBILITY TO ADDRESS DEFICIENT TESC CONDITIONS, AND TO PROVIDE.ADDITIONAL FACILITIES, OVER AND ABOVE THE [B "MIN• MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED PLANS AS NEEDED. 6. THE TESC FACILITIES SHOWN O.N. THIS PLAN MUST BE CONSTRUCTED IN -, CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES; AND IN SUCH A - -- - - -- —� - -- '- -- - --- - ' 24 "MIN... MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE -. --- - -- ------ + DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.. - 7. THE TESC FACILITIES SHOWN ON'THISPLAN ARE THE MINIMUM REQUIREMENTS _ CROSS SECTION FOR ANTICIPATED SITE CONDITIONS, - DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF ti -- _ 2 DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR STORM EVENTS. -' SAND BAGS 8. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND A L e MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 9. ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE STABILIZED WITHIN FIFTEEN (15) DAYS. - 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO — ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE L= DISTANCE SUCH THAT POINTS A & B ARE of LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL EQUAL ELEVATION. NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. CHECK DAM SPACING CHECK DAM DETAIL NTS, ROLL 207 F FEZ 157 S, WALK 'CT K SLI F� X41 s� OF ASyJ F of WASH 1 Q I 38087 �4' F RA'GISTERF'� �4' Y1OiJAL •4 18825 �N �F RECISTEWF'� �`SSIONALG, �a�` ExPI qES 11 01 2008 E XPIRES 11/16/2008 - Cp,S•323SIb r T to o G m 7G N � M n � o (� x N W I w z w u- 0 V) w R 1 PLATEAU • • loom,. • REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: MARK WETHERBEE REVISED BY: BRIAN WOLF DATE: MARCH 10, 2009 RECOA41VIENDED FOR APPROVAL o> WASTEWATER UTILITY DA TE w UTILITY SERVICES DIRECTOR DA TE w Q 0 MAINTENANCE SERVICES DIRECTOR DATE F- 0 J W I co SHT.NO. DESCRIPTION 1 COVER SHEET, INDEX & LEGEND 2 SEWER PLAN & PROFILE 3 i 4 SEWER PLAN 5 SEWER PROFILE 6 SEWER PLAN & PROFILE '2 SEWER PLAN & PROFILE I �I 9 SEWER PLAN & PROFILE �"f I :,AaIIA�B��mT NOT TO SCALE P OF RENTON 1055 SOUTH GRADY WAY — — �Q NO. ' iiTw '• � I i 1 I 8 EE ® ' ®ice. SHT.NO. DESCRIPTION 1 COVER SHEET, INDEX & LEGEND 2 SEWER PLAN & PROFILE 3 SEWER PLAN & PROFILE 4 SEWER PLAN 5 SEWER PROFILE 6 SEWER PLAN & PROFILE 7 SEWER PLAN & PROFILE 8 SEWER PLAN & PROFILE 9 SEWER PLAN & PROFILE 10 SEWER PLAN & PROFILE 11 SEWER PLAN & PROFILE 12 SEWER PLAN 13 SEWER PROFILE 14 SEWER PLAN 15 SEWER PROFILE 16 SEWER PLAN & PROFILE 17 MISC. DETAILS & NOTES 18 MISC. T.E.S.C. DETAILS & NOTES 19 SeWiNK L1_ i Pkef:lug AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY a wrelwl VERTICAL. NAVD 1986 HORIZONTAL- NAD 1983/1991 CITY OF RENTON DATUM Planning /Building /Public Works Dept. CENTRAL PLATEAU INTERCEPTOR, SECTION COVER i i' 0 z 0 (N LLI O 0 0 0 0 z 20 0 20 40 SCALE IN FEET COORDINATE LISTING SSMH # NORTHING EASTING SSMH #2 1:745-- 4.7 -- 7 -7 A. -C' 1 -r 1 Aj- 1 174538.96 1318882.07 SSMH #3 174700.58- i 3i8s-3 . ELD-IN 174697.64 1318940.68 SSMH #4 1:7487E).61 - 1 174865.78 1318925.86 NOTE: SIDE SEWERS ARE SHOWN BASED ON SURVEY INFORMATION AND/OR AS DETERMINED FROM THECCTV INSPECTION. NW 23-23-5 SUS J� "-+ SLC),),- OF EX.CB TYPE 11 RIM=223.60 IE=216.8 36"ADS(NE) EX.CB TYPE 11 IE=216.8 36"ADS(SW) RIM=232.50 EX.CB TYPE 11 Irl.=225.8 36':ADS(NE) RIM- 243.67 IE=225.8 36'AIDS(SW) *% E =237.9 36"ADS(NE) W/' CURB CUTOUT E=237.9 36"ADS(SW) W/ CURB CUTOUT 154TH PL SE c) i EX RI T254.86 (N MD'S— BOLTS ST IPPED) EX%,CB RIM=254.86 CC ...... .... . .......... ... ... ......... ... ....... ... ........ ... ......... ... ......... ... ......... ... ......... ... ......... w wc m 0 O 0 `f 215 49 Ld cn :D cq 0 -j LL Roth Hill Engineering Partners, LL C SURVEYED: SCALE: cAu R VEffn NAVD 1988 2600116th Avenue NE #100 SCALE 0TH HILL ENGRS ONTAL- DESIGNED: 1 "=20' HORIZ NAID 1983/1991 OF 20 0 20 40 EJW/SKS CITY Bellevue, Washington 98004 6m 6m" 1 —DRAWN: RENT ON DSH I ONE INCH DATUM RothH'1*11 Tel 425.869.9448 FEET r CHECKED: AT FULL I SCALE--1 Planning/Building/Public Works Dept. A7PROVED: S Fax 425.869.1190 1 INCH = 20 FT NO. REVISION BY DATE APPR IF NOT CALE ACCORDINGLY 3L 35-J, MR mm mm WE w W] ELD-IN r'VERIFIED' A ... ......... ... ....... ... ........ ... ......... ... ......... ... ......... ... ......... ... ......... w wc m 0 O 0 `f 215 49 Ld cn :D cq 0 -j LL Roth Hill Engineering Partners, LL C SURVEYED: SCALE: cAu R VEffn NAVD 1988 2600116th Avenue NE #100 SCALE 0TH HILL ENGRS ONTAL- DESIGNED: 1 "=20' HORIZ NAID 1983/1991 OF 20 0 20 40 EJW/SKS CITY Bellevue, Washington 98004 6m 6m" 1 —DRAWN: RENT ON DSH I ONE INCH DATUM RothH'1*11 Tel 425.869.9448 FEET r CHECKED: AT FULL I SCALE--1 Planning/Building/Public Works Dept. A7PROVED: S Fax 425.869.1190 1 INCH = 20 FT NO. REVISION BY DATE APPR IF NOT CALE ACCORDINGLY 3L 35-J, MR mm mm WE w W] �,ssllll�Ill 20 0 20 40 i Ed SCALE IN FEET f--j 0 ca � I ------------------------------ HDD STAGING AREA -------------------------- 5� a 1,60, ml 0 cr Q uj U) z LLI 0 0 0 Ld L� rn 04 O Ld Ld LL. uli NW 23-23-5 COORDINATE LISTING SSMH # NORTHING EASTING SSMH #4 1748:70.61 - 1318927.14 174865.78 1318925.86 SSMH #5 174880.23 - 1319236.95 174881.20 1319240.74 SSMH #5AI 174874.79 1319167.20 NOTE: SIDE SEWERS ARE SHOWN BASED ON SURVEY INFORMATION AND/OR AS DETERMINED FROM THE CCTV INSPECTION. 20' TEMP. CONST. EASEMENT FOR PIPE PULLBACK 10' PERM. EASEMENT 8"FR 3 ii it ii i ii i it VERTICAL CONC & GUTTER 1 0"FR 20"FR 16"FR 10' PERM. T TUB HOB ENCLOS,/UE PIPE END NOT NW COR #14604 LOCATED FF=361.83' DEFLECT EFLECT HDD TO PARALLEL II? & STAY "THIN EASEMENT. ELL 51 L S=323522 A 4 r -M-% CITY OF "LIN REN TON Planning/Building/Public Works Dept. S- "WALIQO 61 "0 �77 m VALico 38087 )NAl, o 4 0 to G o / 6 � Ll_ Lo NOTE: LENGTHS SHOWN ARE HORIZONTAL DISTANCE, NOT THE ACTUAL PIPE LENGTH. REVISION SURVEYED: SCALE: CHECKED: I AT FULL I i IF NOT ONE INCH BY DATE I APPR APPROVED: I SCALE ACCORDINGLY . . . . . . . � . . . . . . . . . . . . . . . . . . . I iI . . . . . . . . . - I I I I I I . . . . . . . . * * * * * , * , * , * . . . * . . . . . . * . . . . . . . * * , * * , , * * . . . . . . * * , , * , * , * , * * . . . * . . . . . . . . * * , , * * , * * , , * - - - - - - - - - - - - - - - - - - -------- * " , * � . � .. 111111111 ......... � ''I'll'', ......... - ... � ..... ......... � ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... I . ... I ..... ......... I i I ........ ... I ... F I ... � . . . . . i � ........ I ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ......... ......... 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L - __ __ I - ---------- __ __.____.___ ''' __ - - *, � L,&_4__4__,* ..... ......... __ - _._________ I - I......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... i � ........ ......... .. � ...... ......... ......... ......... ......... ......... SVI - . . . . . . . 4v_ .4 . .. ...... I' * 1 �c- A—- - 7) 7 ( ........ � - - ____,______. ...... I - '_._'_'__]_ ....... _- -__L_-___-. ....... ......... ---------------- ......... ......... ......... ......... ......... __ ......... ......... ____ ......... ......... -__--___-_ .... � .... 1. � ....... i --- ......... ..... ......... .. - - . . . . .. . ...... . . . . . . "I . . .. .. .. . ... ..... ....... NOTE: LENGTHS SHOWN ARE HORIZONTAL DISTANCE, NOT THE ACTUAL PIPE LENGTH. REVISION SURVEYED: SCALE: CHECKED: I AT FULL I i IF NOT ONE INCH BY DATE I APPR APPROVED: I SCALE ACCORDINGLY 0 v I d- O 1 U) 0 z O V) w 0 d- r 0 0 Li Q z w rn 0 0 N z 0 cn w J O w w Q 0 c� z 0 D- oluk NW 23-23-5 M 0 c ! mI � 1 s m KM OR 0 I0 0 0 r �r 0 0 ux i z 0 0 N _0 U., Ln :Illllur•� 20 0 20 40 SCALE IN FEET COORDINATE I TI SSMH # NORTHING EASTING SSMH #8 cIl : : : : ::::: ......... . . . . . . . . . .. ....... •-- ...... ::::::::: . : : -..... . . . . . . . . . ......... .. -- 175366.18 1319187.07 SSMH #9 :176629.96 1 3q 9 9 n'1 I., 175528.98 z/•1 1319194.05 "Z'1 C11 G1aGA SS611'1 #9 4 1:7cssn NOT CON TRUCTED SSMH #10 175'Z "^ 9- X 175521.92 1319438.28 CLEANOUT Ex.SM ' RIM = 370.35 RIM(W)= 369.01 IE= 355.85 (8" PVC) (DISHED LID) IE =364.7±18" CMP(N) IE= 363.6±18" CMP(E) - IE= 363.6±18" CMP(W) 5'CLF cv T CO - CIS - - -- ❑ C)S- CLEANOUT -� (NOT SURVEYED) X 1 -- - - : : : : : : ... ......... • - ......... ... : : ::..... -i r ...... : :: i .....- . . . . . . . . . ...... cIl : : : : ::::: ......... . . . . . . . . . .. ....... •-- ...... ::::::::: . : : -..... . . . . . . . . . ......... .. -- ::::::... ......... ......... . . . . . - . . . ..... .. . ......... ......... . . - . . . . . - .. ....... ... ... .. 3 ...w - :.. � I 1 = -... . ....... :: . . . E:XIST.:GRAD .. . .... . - . . - . : T - W '� :W :. -.. ..... . . . . x - -: - -:. �. . . . . - Q : ,�- w...... -..... - ....... - •- - -.... -. -.. ..- ...... ........- .... . ....... . .- - - I� X ......... ......... ......... I :: : : ......... 01 I I I .....• . TOP= 367.83 I I I ...... . . ....... w �II ro II xi n I I - - -- - --- TOP= 367 -81 0 I I II I ...... -0S--�' w------0 (D-- -- FF =.371 9.)' E -? `SI= 366.53 + 51= 366.93 I CONC LIGHTS ON 12 "COW) S= 6 g F 3'X3' BRICK 18 F R 3'HIGH WALLS 18 FR c� �_ - - L• 1 LT ® -- =12 Cc m _W ---- W---- W---- 1- W--- -W - - -~ -w- - -w -- - - -W- -W- - - - -- Q\ c `VJ 3'CLF �l MAIN ENT #15601 FF= 370.76' MAIN ENT #15605 FF= 373.44' x _ X EX.CB 2'WOOD RIM = 368.89 POST&RAI IE =365.1 16 "CMP(W) IE =365.1 16 "CMP(E) IE =365.3 12 "CMP(N) GARAGE #156171 FF= 370.76' I I I I NOTE: ARE • BASED ON SURVEY INFORMATION AND/OR AS DETERMINED FROM • THESE CONSTRUCTION RECORD DOCUMENTS HAVE I PREPARED BY ROTH HILL ENGINEERING PARTNERS, LLC S. (ROTH HILL). ALL FIELD INFORMATION PROVIDED BY OTHER s ROTH • AND/OR COMPLETENESS OF •• •`; PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS INCORPORATED A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. i INVLli s'iaa - ::::: ::.. -- - - : : : : : : ... ......... • - ......... ... : : ::..... -i r ...... : :: i .....- . . . . . . . . . ...... :::: : :: :: : : : :: : : :: I,......... ...: : .... . . . . . . . . . . . � .. .. ....... ..... ..�. : : : : ::::: ......... . . . . . . . . . .. ....... •-- ...... ::::::::: . : : -..... . . . . . . . . . ......... .. -- ::::::... ......... ......... . . . . . - . . . ..... .. . ......... ......... . . - . . . . . - .. ....... ... ... .. 3 ...w - :.. : � in . ....X `�' ..... : - .........i - ...... -... . ....... :: . . . 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H . 9 49.... = 33369. s .. 8 N• ( ) '5.. 1:57E ( ......... ......... 7........ 355.74 .... , 355.20: .. ... . ... ..-- ......... .....: ::: _ . ... .....- • - -- .... :: :: : : : :: -. : :::: -- .-- . - -:.. ::: : : :: :: -- - - : ::::::: ... ........ .. - S w LIG� p`S� K SLID �� was �� �G was �pF FII�, �OF FII,�, W ti� �o ti� o : : ::: : : :: :: ::::: :: ......... :::: :::: : :::::::: .- .. - -... # RIM = 3693.1 IE= 356:3 1 (. IE =356.69 1 -(- :::: 69:36 :.. . "E•-356:71.. �) W 356.61: - �..... - - :.... ...... ::..... - AIM 3 .33- ... ..... ... ... - . - �......... .......... .. „( T . RI -� CLEAN UT....... ......... . ........:......RIM ......... = -. IE -. 366b4 (6.W):32.50:::::: n �...(1� )• ....... ...... 51.90...... ........ ......... ......... ......... .. : : : : : : - : : : : : : : :. ......... ......... : : : :..: : : ..- - -.... : : : : : : : : : ...... - -. .- ....... 1E �) 35�r3- (1.5- S .. ::::::::: ::: . 355.10 : - - ::::. ... ' � - ...... - . -.... y.P , .. 380 �0 87 25 Egg�� ���s�G RF'�1 ' ��,S�GIST ISTE SIONALE� SIONALEI`� ......... ......... ......... ... .. . ... . . . . . - . ... -..... ......... ......... ....... . . . .. ......... .- ....... .. . ..... . . . ... . ... .- ..... -. - .... - - -. . . ..... . . . . . . . . . . . .- ....... - .... - -.. ..... . . .. . . . . . . . . . :: _ .. IE 355 47 . (1 _ _ IE• 355.• . . . . . 37. �� ,� E) . x (fOT S). . ... ...... I�EYEj :: ........ ......... : : : : ::... ...... ...... - - - 1E=35+.8& - - -- - -- '� _ 15 S� 51.80 - - - ::: : : : : :: : : : : : : : :: -- - : - - - - -- : : ::: :.:: : : : : : : : :: : : : :. :: :: - ........ :: ::: :::: ...... . .. : :: : : :: ... . .. .. - : ::- ... ... . .. . -. ..... .... ......... . ...... . .. ......... ..... .... .. ... . ... : ....::.. ......... ........ . r% _A�_ a®eca r-_ e -- - -- EXPIRES 11 01 /2008 EXPIRES 11 16 2008 _ -- I -- �_- INVLli s'iaa Li1'j961�iC7111�' r- dIL11C[b, L L U 2600116th Avenue NE #100 RothHill Bellevue, Washington 98004 Tel 425.869.9448 Fax 425.869.1190 SURVEYED: SCALE: ROTH HILL ENGRS HORIZONTAL- NAD 1983/1991 ®® CITY 0 E DESIGNED: 1 -20 EJW /SKS R E N TO N DRAWN: DSH ONE INCH DATUM CHECKED: AT FULL SCALE BAF IF NOT ONE INCH Planning /Building /Public Works Dept. NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY CENTRAL PLATEAU INTERCEPTOR, SECTION I SEWER PLAN AND PROFILE cl ". x•3 1 0 0 V) Z 0 V) LJJ �(W) I 3(E) GARAGE #15617 FF=370,76' M& 0 0 0 370 1-1 LO 0 O < 365 Z LLJ 0) 0 0 O cf) Ld LA_ U'j cn 0) 0 It C14 z CL Km -x 2'WOOD POST&RAIL CONC EDIING I �11111iiiiiiiim ARBORVITAE (3'WX6'H) I COORDINATE LISTING SSMH # NORTHING EASTING SSMH #10 ---- 1319449.29- 777--7- ___ W- _ L_ ___W__ SSMH #11 ARBORVITAE (3'WX6'H) I COORDINATE LISTING SSMH # NORTHING EASTING SSMH #10 176623.19- 1319449.29- 175521.92 1319438.28 SSMH #11 1:76617m38- i 219682 22 175517.48 1319684.78 SSMH #12 17s09.7- 1320011.84 175511.28 1320013.10 1111,1111 EX.CB RIM=369.78 IE=366.7 12"(SE) SD------SD- - - c- 0 _G x -7- -x- I 0"OK I EX.CB \RIM=369.39 IE=365.5 16"CMP(E) CLEANOUT GARAGE #15621 I IE=365.4 16"CMP(W) RIM=370.61 FF=371.78' IE=358.82 (8 PVC} I �--G- -G- 12"CONC(N) 1 5.55'5 31LF-8- 0 0.0040 1 9, AM SO -w- .312.4t I *q =Xf1QC:M TO INDICATE 'w AL r CONSTRUCTION RECORDS of FIELD REP: MARK WETHERBEE CQ REVISED BY: BRIAN WOLF DATE: MARCH 10, 2009 3 1 8087 IIz ST �SSIONAI M. MAIN ENT #15802 FF=375.01' CARPORT #15814 FF=375.51' SI=368.31 EX.CB = 12"CONC(E) /IERI=M367.370.49 1 12"CONC(E IE=367.0 12"CMP(S) 8"Pm 32 FR PWR u BOLLA D -w- �S FLOWLINE -So _G- _ G--_ 2DROPS - -- - - - - - - -- - - - - - G 12"CC SI=368.371 6"CE 12"FR 16"FR 6 " FR FR 16"FIRS EX.CB RIM=370.07 IE=366.0 16"CMP(E) !E=365.9 16"CMP(W) IE=366.8 12"CONC(S) EX.CB RIM=370.57 IE=366.5 16"CMP(E) IE=366.4 16"CMP(W) IE=367.42 12"CMP(NE) IE=366.9 12"CONC(S) ME ONEEM ONE== MENEM MENNEN cf) MENEM w w 4 co -SD - - - - - SD----- SD- - - - -SD - G- -G-;7,- -G- ELOW INE 4'CLF X \ SI=367.19 12"CONC(N) SI=368.35 12"CONC(SE) MAIN ENT #14403 1578H PL SE FF=372.43' .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... * ... * .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ...... ........ ___ .. ......... ......... ......... ......... ......... ......... ......... ..... ... ......... ... . ......... ......... ......... .. ..... ......... .. ..... ......... .. ..... ...... ........ ..... ......... ......... ......... .... .... ......... ......... ......... ........ ....... ..... ......... ... . . . . . . . . . . . . . . . . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ... ..... ... .. ......... ........ ......... ......... ....... . ......... ......... ......... ......... ......... ......... ........ ..... ...... . ...... 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IMMOM.E.M. .M. ... . . . . . . . . . . . . . �......� ... . 3 ' 4 ....... . ... . . . .. . .. . .. . .. . . . .... .. ......... . . . ...... .. . ................... .. ... . . ... ...... ... ... ... .. ... . ................. . ................ . I ..-..- ..-..- ..-..-..-..- . . I .. .......................... . . . .... .. . . ..... .... . . .. ... . . . 246LF 0 0,0as 7 ......... .. . . .... . . .. .... ..... ......... .... . . . . . . . .. . . . . . ......... ......... ..... . . . . .... . . . . . . .. . . . . . . . . . . . . . .. ......... ......... ......... . ..... . . 360 w w --- I IMMENSE= ......... ......... ......... .... ......... ......... ......... ......... ......... ......... ......... ......... .... ......... ........ I ......... ......... ..... . ......... ......... ........ ........ ........ ......... ... ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ..... . ....... ....... ........ ......... ......... ......... ......... ......... ......... ........ #12: ....... ....... ......... ......... ......... .. . ......... ......... ......... ......... ...... .. ...... I .. ......... ......... ......... .... ....... ......... ........ ........ .. I ...... ......... ......... ......... ......... .... ........ . SSMH ... ......... .... .. ....... ... ......... ... I ..... ......... ......... ......... ... ..... ....... ...... ....... ......... .. ......... .... ....... ......... ......... ....... 374-.4-2 371.20 ........ ......... ......... . ......... ....... .... ......... ** ...... * ......... .RIM= .... ......... ......... ......... ......... I........ ......... ... ......... ......... .. ....... ......... ......... ......... ......... ......... ......... ......... ... ........ ......... ......... ......... ......... ......... ......... ......... :,"-459AT .... ......... ... ..... ... ..... ......... ......... ......... ......... ......... I ........ ......... ...RIM 370.30 . ......... .... ......... ......... ......... (IrW) :SS H 359.77 #10 ..... ......... ....... ......... ...... . ......... VALIQ K SI, ......... ... ......... ......... .. ......... .. 6 ........ ....... ......... ......... ..... ... ......... ......... ......... ......... ......... .... .... ....... ......... ......... ......... ......... ......... ......... ......... .... ... IE (8 S) -3.5* Imt=-360-.31- 369.36 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... . . . . . . . . . . . . . . . . . . . . . . . . . 0-F WAS ........ .... ........ ......... ......... ......... ......... ......... ......... ......... .. 2 ......... ......... ......... ....... . ......... ......... ......... ......... ......... �, 4 1 ......... -356.71 ......... .... .. ......... ....... . ......... ......... ......... ......... ........ ......... 0 ....... V_ ...... ......... ........ ......... ......... ........ ......... ......... ....... ...... AV, ......... ......... ......... ......... ......... ......... ......... ......... .. JE=i�- (15 ';� E, =*3'5'6'-.6'9' (15'V) - 356.61 ... ......... ........ .. 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I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38087 16825 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . q . . . . . . . . . ............ ......... ......... ......... * ........ ... ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... .... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... ... .. .. ...... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ........ ..... . ........ ......... ........ ......... ......... ......... ....... ......... EXPIRES I I Z16 /200 ......... ......... .. ... ......... ......... ..... ... ......... ......... ......... ......... ........ ......... ... I L ......... ...... .... .... . ----- Exp i REs 11 701/2008 R o t h Hill Engineering Partners, L L C SURVEYED: SCALE. VERTICAL NA\0 1988 SCALE ROTH HILL ENGRS 1 "=20' HORIZONTAL- NQ 1983/1991 CENTRAL PLATEAU 2600 116th Avenue NE #100 DESIGNED: CITY 0 F 20 0 20 40 EJW/SKS INTERCEPTOR, SECTION 2 Bellevue, Washington 98004 6m iimiiiiiimI 6=" 1 DRAWN: RENTON PAM mmmmmi DSH ONE INCH Dow= RothHill Tel 425.869.9448 FEET ) CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. SEWER PLAN AND PROFILE 1 INCH = 20 FT BAF IF NOT ONE INCH Fax 425.869.1190 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEM owv.� 1 4 1 Q A.M. Cie; 3;L-315 �L__C7 n 0 I d- 0 I V) i z 0 V) w i 14- .#15814 s .51' EX.CB NORTHING RIM = :170.49 X367.1 1283CONC(E) SI= 369.1 "CON(W) IE =367.0 12 "CMP(S) §(TO 2 1;3 nG g oA BASIN) i GARAGE #15820 FF= 370.07' EX.CB RIM = 370.77 IE =367.6 12 "(E) I IE =367.5 12 "(S) I T I-w- - 20 0 20 40 SCALE IN FEET GARAGE #_____ FF= 372.31' 16"CE SE 144TH ST -4r)"co 1O'DIA i r SD- JE - - -w- - - -w- - 2 PICKET - T - -w - -- I I 36.0 E) S 9 Km I'm of 0 i U_ n r w�w mimK011 00 0 0 (V z 0 0 w J o� 6j c 0 0 z E-- 0 a. m 1 ' WOOD RETAINING WALL MAIN ENT #14402 1578H PL SE FF= 374.15' EX.CB RIM = 370.85 IE =367.2 16 "CMP(E) IE= 367.00 16 "CMP(W) IE =367.5 16 "CMP(N) RHOD i ( GARAGE #15906 FF= 374.24' I ( EX.CB RIM = 370.86 IE =369.4 12 "CONC�W) IE= 369.41 12 "CON (E) I 3 "WOOD ON CONC FOOTING -SD -- - SD - - -- SID-41-0 EDGING - --- - T T T T -- ADDRESS -� T ._ T - -T -- _ L �� i ) \\ \SO oo -W1- -- - - -`- - -- CONC BOLLARDS -W -T- -w- _w_ _ - - - - W- - -' -W -- - - - - -W - -- -w iii �� - 77 - i F-- -- - p T �- - l - - - -vv - -- - -- -- n - -- -- -w Q - -- -- - -,-w- - - -w- -- - -w- - - -w -- - - -w - -- -, -w -� - - - -w - -- w- w - - - -- w -- - a- -w SSMH #13 - - - -- _ - -- - - - ----- - - - - -- 1 PVC SSMH #14 BROKEN YELLOW STRIPE y, I I S - -- S - D \ -Sp- -- - - -SD- -SD- -- SIDI- - -SD -- T -Qs - - - - SD - - - - -- - -Si -- - SD - - - -SD O+ ---- -- SD S 00 FLOWLINE r x x FLOWLINE �o- SD SD X � DIVEhSiOiv 04 PI ' LF BERM '' 1 I 0 "PI 4 CO "JC PAD 1 ' 1 .1 GARAGE #15909 FF= 371.86' EX.QB RIM = 371.30 E= t157.5 16 "CMP(E) IE =f67.4 16 "CMP(W) I I • ARE SHOWN BASED ON SURVEY INFORMATION AND/OR AS DETERMINED FROM THE CCTV INSPECTION. ( ( GARAGE #15911 FF= 368.19' I I GARAGE #15917 FF= 368.48' EX.CB I RIM = 371.96 IE= 367.91 16 "CMP(E) IE= 367.81 6 "CMP(W) I I GARAGE #14405 FF= 372.07' b WOOD POST & 24 "D!A CLF FALLING OVER STUMP I EX.CB RIM = 372.31 IE =368.2 16 "CMP( ) IE =368.1 16 "CMP( ) IE =369.2 12 "ADS( ) EX.CB RIM = 372.37 IE =368.4 16 CMP(E) IE =368.3 16 "CMP(W) ... I ......... ......... .... .... ......... ......... ......... ......... ......... .... .... ......... .........l ... ........ .. ......... ... . ...... 1 ......... ......... ........ ....... ......... .. ...... ........ ........ ..... ... •.... ......... ......... . 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I. ......... ......... ......... ......... ...... ... ......... .... .. . ...... ...... jI .... ...... ....... ........ ... .. . ......... .. ......... ......... ..... ......... ......... ......... ......... ..... ....... ....... ........ ......... ......... ......... ........ ........ ......... ......... ...... ..... ......... ......... ...... ...... ......... ....... ... ......!......... ......I......... .- ....... ........ ......... ......... ......... ......... ......... ....... ......... ...... ........ ......... -- �.........! ..... ......... ......... ......... ......... ......... ...... ...... .........i. .......'i......... .. ......... ......... ...... ......... ...... :: ......... . ..... : :::I::::..... ......... - -. ......... ......... ......... . ....... ......... ......... ......... .. - -- - ........,. ....... .........I......... ......254 F 15 ®0: 055....... ......... ......... ......... ....... ........ ......... ...... .. .... . .......I .... :24fiLF -:15» - 0.00:40 .. : :...... : - - ......... .... ......... ........ . . .... ......... ......... ......... .. • -..... „ ........ .. ................. ... . ..... .... .. ....... ......... .. ......... ......... ......... ......... ......... ........ ...... - -• -- • - - -• -- ....... _ t ......... ...... ......... ......... .. ...... ........ ......... ......... ......... ..• - - - -.. . ..... ......... ....... ........ ......... ......... ......... ..... ... ..... . •S H • 1.4• ........ . .... ......... # ..... ... ......... ...... . .... ...... - -... .. ... - .:: :::::'' :::I ::::::::: ......... ......... ......... ......... ......... ......... ......... ... - - -... :.. :: _ ... - - -.. ...... ...... ...... :.j .......: 066 R T SSMH 1 ...... - i qe9 y :::::::' ......... .... .... ......::: ... . .:... .... .. ......... ......... ......... .......I. ......... :::RIM =371. ........ .... .......... ........ ......... ......... �.� �. $SMH . #12. 1 = . f 1.5. 362e36: f�IM= • 371 e20 IE =:::• : (15 Ej :36® <9 . ......... ......... ........ ......... ......... ........ . . - - - - -- . ... . ......... 1— — .... ......... ......... ......... ......... ��j 3 i - ... J4 ......... ......... ......... ......... ......... ........ •. ... ...... ......... ....... IE= s 1.5.W) 359 >:77� ::::::::: ......... ......... ......... ... •• - - -. ......... ......... .... ... ......... ......... :THE E.CONSTR CTIO RECORD DOCUMENTS HAVE BEEN ... -RE ISEUTO:1 ICATE:... ..... � . 'CAL � waLl � sz :: :::: :::! ......... ......... ......... ......... ......... ......... .... :. .... ... - - -- ......... �. Gp �p`S T�� ......... REGM . :... O: W A . . ..... ......... ......... ......... ......... ......... .... :.:::: ::::::: As�j �, ....... ......... ......... ......... ........ .... RO H HILL).. ALL FIEL[ � I FO ATIO PR V10•E0 13Y THERS.. w ... .....).... ......FIFE REPO M,4RK: WETH RBEE ..... � :: ......... �� o �� �o :::::: : ......... ......... ......... .... __ ROTH HILL HAS OT UERIFJE THE ACLY A/ - - - - - IV ...... _ ....... ......... ..... . . .... ... •COM •LETENESS OF - INFORMAl"10 PRO\OIDEO SY OT E S 8y_.7__'_ BRCA"OL �.. AND SHALL RIOT E RESRO ISLE FOR Y ERRORS OFD..... .DATE!.......... ! MARCH• 10; 009...... 3$87 ,� . 0 38os7 16825 ... ......... ......... ......... ... ......... .........i::::::... ......... ...... .. �, .... .........�� ......... ........ ......... ......... :.:.... OMI SIONS THA MAY 8E IN OR•PO - TE AS•A RESULT O-F... ! ......... ! �� ��cIST�g �' .... ......... �� �GISTEg� �,� �GISTEg� ........ . . .. . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . �'�, Gti . . .. ....... �'SSI �G� t�'5�,1 �C:� ......... ......... ......... ......... ......... .. ....... ERR NEOUS -INF RMATION ROIDED S OTHERS. . S`IONAL ONAL E OVAL E : : : : : : : : : : : : : : : • . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. : . . . . . . . . . . . . . . . . . . . . . . . . . - 1 _ - - -- - - - -- - - _ - - - -- _ EXP i RES 11/01/2008 EXP I RES 11 16Z2008 Roth Hill Engineering Partners, L L C SURVEYED: SCALE: ROTH HILL ENGRS HORIZONTAL- N ois'sa88 ®® 2600116th Avenue NE #100 20 o SCALE 20 ^O DESIGNED: E�W /SKS 1 -2O CITY OF INTERCEPTOR, SECTION Bellevue, Washington 98004 '7 DRAWN: p R E N T O N RAM RothH *111 DSH ONE INCH ®ATUM Tel 425.869.9448 FEET CHECKED: AT FULL SCALE g� g� p SEWER PLAN A IL /•e( n , Planning/Building/Public Buildin Public Works Dept. 1 INCH 2O FT A ACCORDINGLY Fax 425.869.1190 N0. REVISION BV DATE h.P. P R APPROVED: IF CALE CORD I! ! t i m COORDINATE LISTING SSMH # NORTHING EASTING SSMH #12 1:765149 .7-2- 1;3 nG g oA 175511.28 1320013.10 SSMH #13 175503.53 , 'Z"^"G-j -7-7 I 1320259.05 SSMH #14 5- 175496.86 1320513 °54 ( GARAGE #15906 FF= 374.24' I ( EX.CB RIM = 370.86 IE =369.4 12 "CONC�W) IE= 369.41 12 "CON (E) I 3 "WOOD ON CONC FOOTING -SD -- - SD - - -- SID-41-0 EDGING - --- - T T T T -- ADDRESS -� T ._ T - -T -- _ L �� i ) \\ \SO oo -W1- -- - - -`- - -- CONC BOLLARDS -W -T- -w- _w_ _ - - - - W- - -' -W -- - - - - -W - -- -w iii �� - 77 - i F-- -- - p T �- - l - - - -vv - -- - -- -- n - -- -- -w Q - -- -- - -,-w- - - -w- -- - -w- - - -w -- - - -w - -- -, -w -� - - - -w - -- w- w - - - -- w -- - a- -w SSMH #13 - - - -- _ - -- - - - ----- - - - - -- 1 PVC SSMH #14 BROKEN YELLOW STRIPE y, I I S - -- S - D \ -Sp- -- - - -SD- -SD- -- SIDI- - -SD -- T -Qs - - - - SD - - - - -- - -Si -- - SD - - - -SD O+ ---- -- SD S 00 FLOWLINE r x x FLOWLINE �o- SD SD X � DIVEhSiOiv 04 PI ' LF BERM '' 1 I 0 "PI 4 CO "JC PAD 1 ' 1 .1 GARAGE #15909 FF= 371.86' EX.QB RIM = 371.30 E= t157.5 16 "CMP(E) IE =f67.4 16 "CMP(W) I I • ARE SHOWN BASED ON SURVEY INFORMATION AND/OR AS DETERMINED FROM THE CCTV INSPECTION. ( ( GARAGE #15911 FF= 368.19' I I GARAGE #15917 FF= 368.48' EX.CB I RIM = 371.96 IE= 367.91 16 "CMP(E) IE= 367.81 6 "CMP(W) I I GARAGE #14405 FF= 372.07' b WOOD POST & 24 "D!A CLF FALLING OVER STUMP I EX.CB RIM = 372.31 IE =368.2 16 "CMP( ) IE =368.1 16 "CMP( ) IE =369.2 12 "ADS( ) EX.CB RIM = 372.37 IE =368.4 16 CMP(E) IE =368.3 16 "CMP(W) ... I ......... ......... .... .... ......... ......... ......... ......... ......... .... .... ......... .........l ... ........ .. ......... ... . ...... 1 ......... ......... ........ ....... ......... .. ...... ........ ........ ..... ... •.... ......... ......... . 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I. ......... ......... ......... ......... ...... ... ......... .... .. . ...... ...... jI .... ...... ....... ........ ... .. . ......... .. ......... ......... ..... ......... ......... ......... ......... ..... ....... ....... ........ ......... ......... ......... ........ ........ ......... ......... ...... ..... ......... ......... ...... ...... ......... ....... ... ......!......... ......I......... .- ....... ........ ......... ......... ......... ......... ......... ....... ......... ...... ........ ......... -- �.........! ..... ......... ......... ......... ......... ......... ...... ...... .........i. .......'i......... .. ......... ......... ...... ......... ...... :: ......... . ..... : :::I::::..... ......... - -. ......... ......... ......... . ....... ......... ......... ......... .. - -- - ........,. ....... .........I......... ......254 F 15 ®0: 055....... ......... ......... ......... ....... ........ ......... ...... .. .... . .......I .... :24fiLF -:15» - 0.00:40 .. : :...... : - - ......... .... ......... ........ . . .... ......... ......... ......... .. • -..... „ ........ .. ................. ... . ..... .... .. ....... ......... .. ......... ......... ......... ......... ......... ........ ...... - -• -- • - - -• -- ....... _ t ......... ...... ......... ......... .. ...... ........ ......... ......... ......... ..• - - - -.. . ..... ......... ....... ........ ......... ......... ......... ..... ... ..... . •S H • 1.4• ........ . .... ......... # ..... ... ......... ...... . .... ...... - -... .. ... - .:: :::::'' :::I ::::::::: ......... ......... ......... ......... ......... ......... ......... ... - - -... :.. :: _ ... - - -.. ...... ...... ...... :.j .......: 066 R T SSMH 1 ...... - i qe9 y :::::::' ......... .... .... ......::: ... . .:... .... .. ......... ......... ......... .......I. ......... :::RIM =371. ........ .... .......... ........ ......... ......... �.� �. $SMH . #12. 1 = . f 1.5. 362e36: f�IM= • 371 e20 IE =:::• : (15 Ej :36® <9 . ......... ......... ........ ......... ......... ........ . . - - - - -- . ... . ......... 1— — .... ......... ......... ......... ......... ��j 3 i - ... J4 ......... ......... ......... ......... ......... ........ •. ... ...... ......... ....... IE= s 1.5.W) 359 >:77� ::::::::: ......... ......... ......... ... •• - - -. ......... ......... .... ... ......... ......... :THE E.CONSTR CTIO RECORD DOCUMENTS HAVE BEEN ... -RE ISEUTO:1 ICATE:... ..... � . 'CAL � waLl � sz :: :::: :::! ......... ......... ......... ......... ......... ......... .... :. .... ... - - -- ......... �. Gp �p`S T�� ......... REGM . :... O: W A . . ..... ......... ......... ......... ......... ......... .... :.:::: ::::::: As�j �, ....... ......... ......... ......... ........ .... RO H HILL).. ALL FIEL[ � I FO ATIO PR V10•E0 13Y THERS.. w ... .....).... ......FIFE REPO M,4RK: WETH RBEE ..... � :: ......... �� o �� �o :::::: : ......... ......... ......... .... __ ROTH HILL HAS OT UERIFJE THE ACLY A/ - - - - - IV ...... _ ....... ......... ..... . . .... ... •COM •LETENESS OF - INFORMAl"10 PRO\OIDEO SY OT E S 8y_.7__'_ BRCA"OL �.. AND SHALL RIOT E RESRO ISLE FOR Y ERRORS OFD..... .DATE!.......... ! MARCH• 10; 009...... 3$87 ,� . 0 38os7 16825 ... ......... ......... ......... ... ......... .........i::::::... ......... ...... .. �, .... .........�� ......... ........ ......... ......... :.:.... OMI SIONS THA MAY 8E IN OR•PO - TE AS•A RESULT O-F... ! ......... ! �� ��cIST�g �' .... ......... �� �GISTEg� �,� �GISTEg� ........ . . .. . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . �'�, Gti . . .. ....... �'SSI �G� t�'5�,1 �C:� ......... ......... ......... ......... ......... .. ....... ERR NEOUS -INF RMATION ROIDED S OTHERS. . S`IONAL ONAL E OVAL E : : : : : : : : : : : : : : : • . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. : . . . . . . . . . . . . . . . . . . . . . . . . . - 1 _ - - -- - - - -- - - _ - - - -- _ EXP i RES 11/01/2008 EXP I RES 11 16Z2008 Roth Hill Engineering Partners, L L C SURVEYED: SCALE: ROTH HILL ENGRS HORIZONTAL- N ois'sa88 ®® 2600116th Avenue NE #100 20 o SCALE 20 ^O DESIGNED: E�W /SKS 1 -2O CITY OF INTERCEPTOR, SECTION Bellevue, Washington 98004 '7 DRAWN: p R E N T O N RAM RothH *111 DSH ONE INCH ®ATUM Tel 425.869.9448 FEET CHECKED: AT FULL SCALE g� g� p SEWER PLAN A IL /•e( n , Planning/Building/Public Buildin Public Works Dept. 1 INCH 2O FT A ACCORDINGLY Fax 425.869.1190 N0. REVISION BV DATE h.P. P R APPROVED: IF CALE CORD I! ! t i m Cf-NeN 00RDINATE LISTING SSMH # NORTHING EASTING SSMH #15 7-70 Qf% 17 15 - If � �J. v %J 13206+2-.7-0- 1-0 p (-0 0c) 175778.85 1320512.12 SSMH #16 - -16-853.84 176053.97 1320511,01 SSMH #17 4 --4 Q A 4 n r�r� I 176231.32 1'3'j20v5"6'725 NOTE: SIDE SEWERS ARE SHOWN BASED ON SURVEY INFORMATION AND/OR AS DETERMINED FROM THE CCTV INSPECTION. C0 > > cf) w azj m > x F- r- m Fn ;;a M 11 1 Cj m SIDE SE R STUB PER Fr, ;;U FTI 0000 cj 03 1-0 p (-0 0c) �o m CD Fl Fi � FTI Q0 N) -.1 t'O . (�o rQ N 11 �X F, F, FTI CLEANOUT _rl -P - co DDETAIL IJ078 (TYP.) o 0 60 N) > > 41 cyl 0 rQ N.) . NJ (,o c/) — — 00 N) N) 00 N w -P, cf) IE=404.21(8' PVC) > > ^ cn cf) 0 0 m C) 11 A cn z AnTH A\/I= -0,P > �u cf) > < (-) --, < cf) (f) m ;U m m T rlj T C'� c� 0 m > F9 m a-, � I y cf) i;l > \ — — _ _—T — — — — — (IS — — — — — (IS — — — — — as --as— —as — — — — — as — — — — — as os— —as (IS - s — — — — — — - ❑L� T 117 _777— 12 jWC---ter_ ___177__—__777__ SSW G) 0 < ccm M- 11z CIS — — — rrl—(]S— — — — p --X---f--- —X---X - -- x \ \ I ' � -9 C) _j C�l Fri FT, F-1 �2 M F, xm �U 00 F9 H? M MAN r" on m zoo 41 41 N) t z cl) 04 Lu U) � c F- 0 � > m I 111 c— F IV %.0 N�lm ummmm mwm� — M---- M - - - -M m � F-1 II II ?< N N) I CD :p• :p, cP ou w c/) M-19 (A (A (4 11 J I --J Lj w 11 1 Cj m SIDE SE R STUB PER Fr, ;;U FTI 27LF-8- PVC 0.0040 1-0 p (-0 0c) �o m ii �E?< Q0 N) -.1 t'O . (�o rQ N CITY OF RENTON STD. CLEANOUT 0 DDETAIL IJ078 (TYP.) o 0 RIM=420.63 CD -Ti C/I co IE=404.21(8' PVC) -TI M ^ cn cf) 11 41 m 0 N) 0 � G) 41 41 N) t z cl) 04 Lu U) � c F- 0 � > m I 111 c— F IV %.0 N�lm ummmm mwm� — M---- M - - - -M m � F-1 II II ?< N N) I CD :p• :p, cP ou w c/) M-19 R �*J a- ca 0 laJ 2 z VL 0) 0 0 N _0 } bi 3 w V) Z) I4 I11IIIP'. 1 I �1 -12`° 45t HDPE BEND AR 20 0 20 40 \ TOP�SLOPE ANCHOR w/ 1 PIP CABLES (SEE DETAIL SCALE IN FEET AF ° �' I SHT 17/18) SS H #I NORTHING SSMH #1 mgmu ix, i8'CE a� JPR00TFD 22 "C E3!_D 8 "CE 20 I BEAD N I 20 r R I DEAD I "-SNAKE PIPE 4' (APPROX. PIP:; _ OFF PIPE ) 18 "MP 1 6 "MP TRIPLF Cl USTER OF 5 I E 2 PIPE ANCHORS " (SEE DETAIL SHT. 17/18) i4 "MP 46M TWIN n , oI,, 8 u 1 4 MP � "'AR 4 MP w iI n 0 p R . , � -V iN 1 8 °FR STEWART I I I TR l -F 18 fSP EP 11 18 "MP Or 16 TRIPLE ! 1.n K 8 "HK „IP I 14 "CE SNAKE PIPE 4 (APPRO OFF PIPE X.) W 2 4 "Fi K H C: 20 "MP SNAG 20 "HK N 10 "CE "AR 1 12„ 12 "MP I I' 2n "fvlf' 14 "NAP 8 "FR ' 36IFR TYPE 2 PIPE ANCHORS I CLUSTER 24 "FR 16 "MP f F 5 14 °MP TRIPLE 18 "CE +' "iMP CUUSTER OF 5 16 " "MP CLUSTER I I 72 DIAM Or 1 g,' MP 24 STUMP GARAGE TRIPLE G� 4 "MP 2' ;".P 15' PERM. ESMT. R OF � � I ,_---- - - - -`- 6 -PVC 1�MIN. - -_ ' / SLOPE _ _ LINE 4 OF CO —SNAKE - CONTRACTOR AKE PIPE 4' AP ( PR ,�! ®e OFF PIPE OX.) CLEANOUT I - — RIM= 203,43 r F- - CITY OF RENTON Planning /Building /Public Works Dept. NOTE: ARE • WN BASED ON SURVEY r. • •. AS DETERMINED FROM - •a NOTE: MINIMIZE DISTURBANCE TO STEEP SLOPE AREA NOTE: STREAM IS CLASS 11 PERENNIAL STREAM lIl�7�1�1�1�� 1 WALIG roy o WA S�I�, , 38087 �' ���� ��GISTER�9 SSIONAL E��Z EXPIRES 11/01/2008 K. SLR WA,s�I 16825 �' kSSIONAL EXP I RES 11/16/2008 P 0 t. V , ' SEINER PLAN AND PROFILE 12 ' a KM quo 11 w1; Q'I1 mc 1 m WE a : 0 s 0 z W 0 1 0 O Ld iwo O O CV z 0 U) of w IL J O 0' W D 0) O 6i 0 0 z I . E-- 0 Roth Hill Engineering Partners, LLC SURVEYED: SCALE: SCALE ROTH HILL ENGRS 1 " =20' VERTICAL N NVD 19 %1sa1 HORIZONTAL- 2600116th Avenue NE #100 20 0 20 40 DESIGNED: EJW /SKS RothHill Bellevue, Washington 98004 DRAWN: DSH ONE INCH Tel 425.869.9448 ( FEET ) CHECKED: DATUP� INCH = FT AI T FULL SCALE IF NOT ONE INCH Fax 425.869.1190 NO. REVISION o Y D t DATE DATE AP PR A F R AQ�tzo�D: SCALE ACCORDINGLY CITY OF RENTON Planning /Building /Public Works Dept. SEWER PROFILE FOR SHEET 1 m I WE m WE MIN mc ;:= .•I� %_ "t SCALE IN FEET V -141b NOTE: CONTRACTOR SHALL FIELD LOCATE EXISTING BUILDING SEWERS TO DETERMINE SIZE, TYPE AND LOCATION AND CONNECT AS REQUIRED. CLEANOUT RIM=356.28 =349.33 (8" PVC) 41 PUMP CHAMBER (APPROX.) SEPTIC TANK (APPROX.) ROX.) OX.) V40 25LF-8" �°� ,% \ 00.094 P4 Lp c AV C CD V)S__ T F_ \N\ U) 4� Uj CD LU cr) O V) z W LLI 0 0 �2 0 0 6j z Lj _j L� LL_ _j 0 rz Ld V) CLEANOUT RIM=357.46 [E=349.33 (8- PVC) NOTE: SIDE SEWERS ARE SHOWN BASED ON SURVEY INFORMATION AND/OR AS DETERMINED FROM THE CCTV INSPECTION. ,, ,4r, a 7-1,11 ' CLEANOUT (TYP) PVC 0 2% MIN. SLOPE c� 26LF-8 0 0.0040 N, RICHARDSON L SEPTIC TANK (APPROX-) -5-'\ Z—PUMP TANK (APPROX.) DUNCAN FIELD REP:_ REVISED BY: DATE: 'I i1a 5, =9 MARK WETHERBEE 'z_"RIAN WOLF MARCH 10, 200• O Roth Hill Engineering Partners, LL C SURVEYED: SCALE: 04 ROTH HILL ENGRS VERTICAL NAVD 1988 1�1 HORIZONTAL NAD 1983/1991 2600116th Avenue NE#1 00 SCALE DESIGNED: 1 "=20' CITY OF 20 0 20 40 EJW/SKS Bellevue, Washington 98004 DRAWN: RENTON ffmmmmli DSH ONE IN CHECKED: RothHill Tel 425.869.9448 FEET r AT FULL Planning/Building/Public Works Dept. r ---------- I BPW IF NOT ONE INCH 1 INCH = 20 FT SCALE ACCORDINGLY Fax 425.869.1190 NO. RE\�SION BY DATE APPR APPROVED: 5- 313532 1011401"AMO-Immot MIN] - ,1 14 : 9 I hN, 0 U-1 -j u- 0) 0 0 C14 2 0 U) ry Ld u- -j 0 0) O �sonNV��lhlll�or: ............ 20 0 20 40 SCALE IN FEET COORDINATE LISTING SSMH # NORTHING EASTING SSMH #20 -1-74 97-2 1-. 131823-1 SEWER STUB PER 74922.75 1318233.73 SSMH #21 x ISIDE x CITY OF RENTON STD. 4 4 0^" c i74-87-8*1,4- 1,318099.2'3" SSMH #22 -/ -'r u- 9 5. Qu 6 131:7969.1511 0 3: 74893.89 1317969.00 EX. SSMH 174940.92 1317894.10 NW 23-23-5 EX.CB R \ \ IM=353.34 IE=350.5 12"?(S) os EX.SM TYPE 11 RIM=355,27 7\ Rg0 b IE=350.1 12"CMP(NW) \ \ ` \ \ \\ WTR SURFACE=350.7 TFXE TOP OF VERT PIPE=352.5 38"CE (RETENTION W/ SEP TEE) ®� \ \� �` \ CLEANOUT RIM=360.68 EX.CB pol RIM=353.14 IE--338.91 (8- PVC) \ \ "PM IE=350.3 15"ADS(S) 4"PM " IE=350.2 15"ADS(NW) 55LF -8 PVC ®0.0040 CLUSTER \ \\ �� 0 ARBORVITAE �\ \ \ \\ LIGHT 2'X3' 7-v (2'WX8'H) BRICK 0 o SH BOLLARDS DECORATIVE \ \, ` �\ v C, 'All o DECIDUOUS ARBORVITAE z "Al X 8'H 6 X.CB RIY=357.98 3'H BOLLARDS IE=351.6± ARBORVITAE o EX.SSMH o IE=X51.6± 15,,ADS W RIM=353.52 (2'WX8'H) IE=3 1.8+- 12 AD S(S) ,Bp\�cK 00 'AA 461", - IE=339.90± (NW) 7 EX.CB SE 5TH PL [-'L-ORVITA- RIM=353.34 8 C Li CATV IE=350.2 15"ADS(N) c ui iE=350.3 15"ADS(S) /V 0000000,00 IE=350.6 12"CMP(NW) C - uj SD - - -- - - -SD-, ---SD- s -SD- - - - w- EX.C13 -w- --T vv V' '11%tl I -- - SID 8"Cy 1H RIM=353.06 saft"m IE=350.5 12"ADS(N) ui mamm --- - -- ---- A 1000 ui IE=350.5 12"ADS(E) mma"m - - Pm IE=350.8 6"PVC(S) PVT mamma ,00 Rl- GT O us N D\ mmmmm 0000 1,- AI N c 70� � 0 c CAT V "p PVT 8"pm EX.CB TYPE 11 8"BI PLANTED RIM=358.59 5 AREA "BI IR uB \ \ \ G =352.3 12"ADS(NE) Q-- P\NR & IE=352.3 12"ADS(NW) IE=352.2 12"ADS(SW) PANTED TEL 0 6"FR bT JELE ED PRF-P, pu IE=352.9 6"PVC(S) CATV X cI 0 0 GARAGE #15125 x FF=353.63' NOTE: SIDE SEWERS ARE SHOWN BASED ON SURVEY INFORMATION AND/OR AS DETERMINED FROM THE CCTV INSPECTION. L F- BOXWOOD EX.CB FNONE PHOTINI+ (2'WX3'H) RIM=357.94 (1 O'WX1 YH) SEWER STUB PER !E=354.9± 6"PVC(S) x ISIDE x CITY OF RENTON STD. IE=354.8± 12"ADS(N) DETAIL 8078 (TYP.) 0 0 0 3: x GARAGE #15131 SE 145TH PLACE FF=359.25' GARAGE #15137 SE 145TH PLACE FF=360.30' m", w m M m i LJ z LO 0 N z a BAND CLAMP SIDE VIEW SPLIT AT SPRINGLINE CABLE END L EACH SIDE / BOLT FOR CLAMP (TYP) BAND CLAMP, � CLAMP TIGHT T( TENSION CABLE 3/8" GALV STE[ TWO CLAMPS E/ BAND CLAMP TOP VIEW o O o FABRICATE (4) 1/4" PLATE ASTM A36 STEEL GALV. AFTER FABRICATION PER ASTM A123. CORNERS 1/2" FILLET ARRANGE HOLES TO FIT BAND CLAMP AND CABLE ENDS. 0 3/4" DIA. FOR CABLE 12" HDPE PIPE 171/2" DIA. CORE DRILL iTHRU CB WALL NON— SHRINK GROUT "<_-12" FLANGE ADAPTER DRILL 6 11/8" DIA. HOLES TO MATCH BOLT PATTERN J° ' COLLAR (2" 1 WELDED TO SHAPE PIN TO A POINT ANVIL FIG. TYPE 212 PIPE CLAMP WITH GALV. FINISH OR EQUAL. SPLIT AT SPRINGLIKE. CLAMP ID 14" MIN TO ALLOW PIPE TO SLIDE THRU CLAMP. OLT, FILLET 1/2" TYP 1SHERS IT 7/8" Dia. 2" Dia. PLATE 4" 112r 2" 7/8„ 4 1 /4" 6 1/2" PLATE DETAIL 1/4" PLATE ASTM A36 STEEL GALV. AFTER FABRICATION PER ASTM A123. CONFIRM THAT PLATE WILL MATCH CLAMP FITTING AND BOLT DIMENSIONS BEFORE FABRICATION. 14" X 8' PIN PILE EACH SIDE ASTM A36 STEEL GALV. AFTER FABRICATION PER ASTM A153. PIPE ANCHOR DETAIL III NEW PRECAST MANHOLE BASE III SECTION —I III IIII 24 "TYP II J HDPE SEWER MAIN 11111- _ COUPLING (TYP) 12 "SDR 35 PVC SPOOL N TS 4 "— 6" COMPACTED BEDDING MATERIAL ELEVATION NEW PRECAST MANHOLE SECTION 24 "TYP n —JL- HDPE SEWER MAIN 12 "SDR 35 PVC SPOOL CONCRETE OR SAND COLLAR MH ADAPTER FOR PVC PIPE (TYP) 1. EXPOSE & REMOVE EXISTING PIPE. 2. SET MANHOLE & PVC SPOOL PIECES IN PLACE TO PROPER ALIGNMENT & GRADE 3. RECONNECT PIPE WITH COUPLINGS ( ROMAC 501 LONG BARREL OR EQUAL) COUPLINGS SHALL HAVE ROMAC S.S. STIFFENING INSERT OR EQUAL FOR HDPE PIPE END. 4. CHANNEL MANHOLE PER CITY STANDARDS. 5. FOR SSMH #4 CONNECTION REQUIRED ON ONE SIDE (EAST) ONLY. N TS THESE CONSTRUCTION RECORD DOCUMENTS PREPARED ROTH HILL ENGINEERING PARTNERS, LLC (ROTH 1 INFORMATION PROVIDED BY OTHERS. COMPLETENESS ROTH HILL HAS NOT VERIFIED THE ACCURACY AND/OR OF INFORMATION PROVIDED OTHERS Roth AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. FOR PIPE PEN SEE HDPE COI DETAIL THIS SI 4" MAX. COMPACTED THICKNESS AC PAVEMENT, CLASS B (PATCH OVER TRENCH, MATCH EXIST. PAVEMENT THICKNESS) 61/2" MIN. COMPACTED THICKNESS CRUSHED SURFACING m III Engineering Partners, LL i' ��5/ N 00O�O0 0000 0000 00 /VA\ 2600116th Avenue NE #100 :• ..•..•..•............•......... EX. PAVEMENT V.i Q 0 V Bellevue, Washington 98004 A % \A/ %/ • �. SAW CUT / A / VV: .:..: ::.::::.:::::':.':..':.:_:::::' . • . • . • :. • . • EDGE OF EX. Tel 425.869.9448 :::.........:.: .........:.........•:.:.:..•:.: PAVEMENT CD Fax 425.869.1190 NO. REVISION a- FOR PIPE PEN SEE HDPE COI DETAIL THIS SI 4" MAX. COMPACTED THICKNESS AC PAVEMENT, CLASS B (PATCH OVER TRENCH, MATCH EXIST. PAVEMENT THICKNESS) 61/2" MIN. COMPACTED THICKNESS CRUSHED SURFACING m UNDISTURBED �// . .....:' ........ .....:'...: :. NATIVE BACKFILL OR NATIVE / \'::':::::::.. ::::::'::: ;:: ;.. ;::• // •. �;..:-:•:. �:•:. �.:::::::'.::: ':•.�':•::•:•::•.•..• : :�•• : -• :• BANK RUN GRAVEL MATERIAL.::.:.::.:. :.:.:.:. :.:.;.:..•. :'•:..:::•:. WHEN REQUIRED 48" MIN. UNLESS OTHERWISE :'::•'::•::'. :: :' ::'.: : APPROVED BY THE ENGINEER ,•. . o d0 °oso :, oo p .b o 6 »MIN. :Ooo�''c;0.* PVC PIPE o -Q' o• b : • e d yI ° o o. ZONE MATERIALS BEDDING MATERIALS 38087 )NAL E� IS 323 AS NOTE1 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 3" MIN. COMPACTED DEPTH CRUSHED ROCK 0 0 00 0 0 �a o o� a o ��� � ��� /� /� 'vXX A /VA / / /.•..;..•.... • • ............... ..VA�VAi X/j \ \�/ UNDISTURBED !\//%V// ............: ..:........:::...:.::.::....:.. V�/ NATIVE MATERIAL ii .::.:.::::•:.::'•:.::•:.::•:.:: :'::•:.:. ::.:. :::. :::':•:.:;.:. 48" MIN. UNLESS OTHERWISE APPROVED BY NATIVE BACKFILL OR THE ENGINEER BANK RUN GRAVEL WHEN REQUIRED o� o .°0 ' 0. oo o . . o 0 . 0 0 o .:'. ° 'j.0 PVC PIPE Ooo pQ ;0o:00 o ° • :.O• a• _ o • ° .Qt oo.•' O ' o•:. d e .• o ® L6"MIN. 10 1 0 ° -o ° o a PIPE ZONE MATERIALS 6 "MIN. BEDDING MATERIALS OFF PAVING""P DETAIL TRENCH N TS 535 NAVD 1988 CITY 0 F HORIZONTAL' NAD ,983/,991 e► RENTON DATUM Planning /Building /Public Works Dept. CERTRAL PLATEA1 INTERCEPTOR, SECTION DETAILS PAGE: i' ��5/ )0000 00O�O0 0000 0000 00 /VA\ :• ..•..•..•............•......... EX. PAVEMENT V A % \A/ %/ • �. SAW CUT / A / VV: .:..: ::.::::.:::::':.':..':.:_:::::' . • . • . • :. • . • EDGE OF EX. :::.........:.: .........:.........•:.:.:..•:.: PAVEMENT UNDISTURBED �// . .....:' ........ .....:'...: :. NATIVE BACKFILL OR NATIVE / \'::':::::::.. ::::::'::: ;:: ;.. ;::• // •. �;..:-:•:. �:•:. �.:::::::'.::: ':•.�':•::•:•::•.•..• : :�•• : -• :• BANK RUN GRAVEL MATERIAL.::.:.::.:. :.:.:.:. :.:.;.:..•. :'•:..:::•:. WHEN REQUIRED 48" MIN. UNLESS OTHERWISE :'::•'::•::'. :: :' ::'.: : APPROVED BY THE ENGINEER ,•. . o d0 °oso :, oo p .b o 6 »MIN. :Ooo�''c;0.* PVC PIPE o -Q' o• b : • e d yI ° o o. ZONE MATERIALS BEDDING MATERIALS 38087 )NAL E� IS 323 AS NOTE1 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 3" MIN. COMPACTED DEPTH CRUSHED ROCK 0 0 00 0 0 �a o o� a o ��� � ��� /� /� 'vXX A /VA / / /.•..;..•.... • • ............... ..VA�VAi X/j \ \�/ UNDISTURBED !\//%V// ............: ..:........:::...:.::.::....:.. V�/ NATIVE MATERIAL ii .::.:.::::•:.::'•:.::•:.::•:.:: :'::•:.:. ::.:. :::. :::':•:.:;.:. 48" MIN. UNLESS OTHERWISE APPROVED BY NATIVE BACKFILL OR THE ENGINEER BANK RUN GRAVEL WHEN REQUIRED o� o .°0 ' 0. oo o . . o 0 . 0 0 o .:'. ° 'j.0 PVC PIPE Ooo pQ ;0o:00 o ° • :.O• a• _ o • ° .Qt oo.•' O ' o•:. d e .• o ® L6"MIN. 10 1 0 ° -o ° o a PIPE ZONE MATERIALS 6 "MIN. BEDDING MATERIALS OFF PAVING""P DETAIL TRENCH N TS 535 NAVD 1988 CITY 0 F HORIZONTAL' NAD ,983/,991 e► RENTON DATUM Planning /Building /Public Works Dept. CERTRAL PLATEA1 INTERCEPTOR, SECTION DETAILS PAGE: 0 of C) I 0 LO i V) i z O cn w 0 0 0 0 L2 0 0 i LZ 6j Q z W _1 w rn 0 0 N Z O U) w J O 'S W FILTER FABRIC (MIRAFI IOOX OR EQUIV. 60" WIDE ROLLS). USE STAPLES OR WIRE RING TO ATTACH FABRIC TO WIRE (TYP) II II L_>~I__ - ------ ---- - - --- BU I I i RS' BOTTOM OF FABRIC r U MATERIAL IN 4 "x 4" TRENCH L1 6' MAX. ** ®� 2"x 4" WOOD POSTS, STANDARD OR BETTER GRADE OR EQUAL. @ 6' O.C., ALTERNATE; STEEL FENCE POSTS * POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED ■ -� O 2 "x 2 "x 14 GA. WIRE FABRIC OR EQUAL (TYP) O O I 1 N O O N I I SL" OPP - - - -- 00000 I I MIN.' J PROVIDE 3/4" — 1 1/2" DIA. WASHED GRAVEL BACKFILL WITH NATIVE SOIL SIDE VIEW 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 —INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE), THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY —DUTY WIRE STAPLES AT LEAST I INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE, 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 30 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA— STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING, 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 —INCH MINIMUM DIAMETER WASHED GRAVEL, 8, FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED, 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. ilk, I V' \I%i G THE FOLLOWING PERMITS HAVE BEEN OBTAINED & ARE BOUND WITH THE SPECIFICATIONS: (1) KING CO. GRADING /CLEARING. (2) KING CO. SPECIAL USE. (3) KING CO. RIGHT —OF —WAY (4) DEPT. OF FISH & WILDLIFE HPA. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PERMIT CONDITIONS INCLUDING BUT NOT LIMITED TO: (1) TOPSOIL AMENDMENT. (2) DISPOSAL OF EXCESS EXCAVATED MATERIAL. (3) WET SEASON CONSTRUCTION PER KC SURFACE WATER DESIGN MANUAL APPENDIX D (2005). r• DROP INLET WITH GRATE RUNOFF WATER WITH SEDIMENT .. r IL. I tK r mumiu uivur_m GRATING GRATING PROVIDE AT ALL CATCH BASINS DRAINING AREA AFFECTED BY WORK. 27 A A L= DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL ELEVATION. CHECK DAM SPACING SAND BAGS B 1 1. APPROVAL OF THIS TEMPORARY EROSION /SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2. CONTRACTOR REQUIRED TO SUBMIT TESC AND DEWATERING PLAN TO OWNER AND ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 3. CONTRACTOR AND AN ON —SITE REPRESENTATIVE OF OWNER WILL REVIEW THE INSTALLATION, MAINTENANCE AND PERFORMANCE OF THE TESC MEASURES SHOWN ON THE APPROVED PLANS. THE TESC OBSERVER OR PERMITTING AGENCY MAY RECOMMEND ADDITIONAL MEASURES OR CHANGES TO THE TESC PLAN THAT ARE WARRANTED DURING CONSTRUCTION. THE CONTRACTOR AND OBSERVER WILL EXAMINE ALL TESC MEASURES PERIODICALLY DURING THE CONSTRUCTION PERIOD, AND AFTER STORMS HAVING 0.5 INCHES OR MORE OF RAINFALL IN A 24 —HOUR PERIOD. THE OBSERVER AND THE PERMITTING AGENCYHAVE THE AUTHORITY TO REQUIRE CORRECTIVE ACTION IN ORDER TO ACHIEVE EROSION CONTROL OBJECTIVES. 4. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. TESC MEASURES SHALL REMAIN FUNCTIONING AND IN PLACE UNTIL THE SITE HAS BEEN STABILIZED AND THE PERMITTING AGENCY, OWNER OR ENGINEER HAS APPROVED THE REMOVAL OF THE TESC MEASURES. 5. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE, ADDITIONAL TESC MEASURES MAY BECOME NECESSARY TO PROTECT ADJACENT PROPERTIES AND TO ENSURE WATER QUALITY FOR SITE RUNOFF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADDRESS DEFICIENT TESC CONDITIONS, AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED PLANS AS NEEDED. 6. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. 7. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR STORM EVENTS. 6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 9. ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE STABILIZED WITHIN FIFTEEN (15) DAYS. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. DATE: FIELD REP:_ REVISED BY REVISED TO INDICATE CONSTRUCTION RECORDS MARK WETHERBEE BRIAN O MARCH 10, r •0• 0 O N Roth Hill Engineering Partners, LLC SURVEYED: SCALE: vERncAL NAw 19e8 2600116th Avenue NE #100 DESIGNED: NOTED HORIZONTAL- NAD 1983/1991 EJW/SKS aBellevue, Washington 98004 DRAWN: SH ONE INCH (� z Tel 425.869.9448 CHECKED: DATUM AT FULL SCALE IF NOT ONE INCH Fax 425.869.1190 NO. REVISION BY DATE A P P R APPRO'.�: SCALE ACCORDINGLY 2 WALIG 38087 1 Q- rISIT CITY OF RENTON Planning /Building /Public Works Dept. 10 11 A note] A :111111 Its] . I8I[+0601IN *gem 11 :1 T K SLID WAS7i'1���� ti m /o iP PAGE: cy) c\l l/ 1/ I I CON! I11 � /1 \ t-� I // I / l 1 \ D Cil ! Il 1 I / CL 00 �� 1 � I C /CATCH BASIN TYPE 1 I / /I \ e \ CATCH BASIN TYPE 1 \ \ FTI I I I CATCH B N TYPE 1 / CULVER \ CATC BASIN TYPE 1 _ CATCH BASIN TYPE 1 I j CTR LID - 420.96 I 1 / CTR LID- 433.04 \ I LID= 420,96' IE 12" CPEP (N)= 430.4' IE 12" PEP =43 .92' \ CTR LI7436.45' � CTR LID = 437.36' / IE 12 CPEP (N) =418.6 \ / CTR LID= 4.24 / / ) , IE 12" P E - 421.4' � / IE 12 CONC (E =429.8 ( IE 12 � =434.0 ( IE 12 I I / IE 12 CPEP (S) =418.6 \ IE 12" P P S - 421.4' 42 DIAMETER FIR TREE REMOVED I IE 12 CPE`i? (S) =433.7 (n i IE 12 �N)=435.4' S) =435.3 - 6" W JAN. 1 �, 200 CULV // IE 12" CPEP= .3 ® JG I 1 UGE UGE - G i - _ € U _ (U UGE \ UGE UGE e -GE Of_ J C,F C0 UG E ..�;R; GE EH —` I ` \ � \ \ \ , II ' \ ® nD T P! hoc-PT. II VCDT \)( m 1 440 -440 .............. ................................................................................................. ............................... .............................. #,6 p . .................. 4" .................. - - - - - - STEEL - o - - - - _ WATER : ®► : :GROUND ®ROAD CENTER! -INE - : .... EX. ........ . . . . .. ..................................... ............................... ................ ......... ........... ........... ..................... .......... _ -f2&f2L 420.82 : 9E ,2" 0.016 : .......................6„ WATER ..................... QF 7 0:,, pVC ....... . ...... X04 . 4$8-.L .. ..... . 0 � 12" CPEP .......... .......:.... WATER..... STORM ...................... ............................... ... 420 MH #17 N 176231.32 E !&V69& is A /CIA/ 40ff AALJ I DE 1 4' 3' IGE UGE - SD SD - m w ........ .......... ....... .............................. ................ ................... ......................... I ..................................................... 450 ......................... ....... ........... -------- ELECTRICAL VAULT WATER LEVEL=44-, 11 \,{W) = 447 1 IE 7"4ti ELE�M QACC (3 -A8,0VE GRADE 1' BELOW RIM TO STEEL LID BOLTEC ------------- II II II ...................................... 450 ........... ...... .......... ........... ............ JAD- CENTER'LINE E-X-GROUND-@.RC. ...................................... ................ ........................................................ ................................................... ........ ....... .......................... .............. .............................. ............ ...................................... ........ ........................................................ ................ .............. ............ 440 ..... . 440 m"l EX. SSMH N 177095.56 ........................ :111 ...................... .......................... ..................... I .............. ...... &-025. . ................................................. --------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . **,*aH "nt, S 323 38 DATE: NOV 2007 CENTRAL PLATEAU FIELDBOOK: - PAGE: INTERCEPTOR, SECTION 2 DRAWING NO: SEWER PLAN AND PROFILE SHEER 20 0 F. 20 -j- i m CIO cli >LL rl I CATCH BASIN TYPE 1 \ ` m I /CATCH BASIN TYPE 7 1 / ( / I e CULVER \ CATCBASIN TYPE 1 1 CATCH BASIN TYPE t j CTR LID = 420.96' ( CATCH B N TYPE 1 t O '� CTR UD =433.04' \ I � -` -- 1 IE 12° CPEP (N =430.4' IE 72" PEP =43 .92' , CTR tJDp436.45' P CTR LID = 437.36' IE 12° CPEP (N)= 478.6'\ i CTR UD 4.24' ( I / / \\ IE 12° CONC (E�= 429.8' ( IE 12" (N)= 434.0' I --� IE 12' N = 435.4' ( J IE 12" CPEP (S }= 418.6' / IE 72" P (E)= 427.4' / 3 / REMOVE 42" DIAMETER / e IE 12" CPER (S)= 433.7' (n I IE 12" �53= 435.3' IE 72" P P S = 421.4' / 1 6" w / FIR TREE CULV i EB IE 12" CPEP= .3' \� G __ m --r-- UGE —� UGF- -- UGE - _ .UG€ U I U� UGE �� \ a UGE UGE — e GE \ n . U u.E e - / / O ( EDGE �— %T- S / MB'S / / / //4" W (SL) I e K _ f SSMH 17 4- I SMH 16 I —\ _ e 160TH AVE SE \\ 1—W \\ W \ Wi W W \' W --W- _ w G \ SD 1 / SD SD 03 - - e- / W \ m CATCH BASIN TYPE 1 Fri < CATCH B IN TYPE i - - \ ° 30 CPEP = 437.21' - EL= 434.5' IE 30" CPEP =434.67' CTR LID = 427.62' - -� s" SIDE SEWER sruB i CTR LID 424.37' IE 12" CPEP (N = 424.6' IE 72" PEP (N =42 .8' 09 e IE 12 CPEP S= 424.6 = - - --- (TYPICAL) IE 12 CPEP W=4 .8 - -- 1 I I III I i / CATCH BASIN TYPE 1 -O CTR LID = 429.91' - - - - IE 12" CPEP (S)= 427.4' - - 440 _ . ..... ....... ....... ......: ........ .........:. _ __ _ _. ... ....... ...:... .......... _ .................... ....... .._440 M N Ch N CL �i i �i G ELECTRICAL VAULT I \I CATCH BASIN TYP CTR LID = 453.47' ATCH BASIN T1'dE \i L WATER LEVEL =44; TR U 450 32' � I I \ \ 12" CI )= 447.5' \ 12" CP = 446.9' \ \� e I \ I \ \ 18" C (S)= 446.9' \CATCH BASIN TYPI \ 24" EP (N)=4469 I \ \ \ \ R =4 450.74' \ \ \ iIE W - 447.1' 'E 1 CATCH BASIN TYPE 7 \ — — \ ��✓•'�^^"�` TO OF N A VAULT IE \CPEP (E)= \'.'``._^_ -�-.� CULVERT \ I EL 450.2' EL /r CTR LID = 439.21' \\ I \ IF 30" CPEP= 441.28' 1 \\ \ DQ (Z I ' ELE \ C( 4' IE 12" (S)= 436.4' \ FF �, 3' \ \ ( \ \ \ \ _ — Uil DY VpU T— L (3 `AAfVE GRAD CULVERT I � IE 18" CMP= 446.60' CATCH B TYPE 1 SEWER MANHOLE uF d \ v — CTR LID =4 0.06' O CTR LID = 450.26' o \ _ —.� \ IE 12" CIP (N) =44 z t' BELOW RIM TO ® \ ° \\ STEEL LID BOLTEC IGE UGE UGE UGE \ UG UGE — —1-- UGE U SD _ SD- \ \ .. - ._. .. _ .. _ .. _ _ _ -- - - - --- _ _� _. _.._. _. ._.._.._.._.._..— .._.._.._.._.. . _. _. _. — -_f .. — .. _ ,,.....,.. SO Y _ > — / /_.. _.._.. _.._.._ _.. ®._ 0 0 SSMH #17A / / EDGE 0 AS HALT ' �° 160TH AVE SE \ / Q -------------------------------- EDGE OF ASPHALT \ \ �� — T— — — — — ' — — W W W W W W \ W W— VV. ...._._ W — -- \ m \ \ \ \\ \\ o ® O o \\m N \\ / J //� ° TOP OF NUT N o � / / EL= 445.0' 1 I fil' \\ \\ IE 30" CPEP -43 . \ IE 30 CPEP = 440.44° \\ \ / / — _ WATER VAULT ! l 1 \\ CULVERT \� UIVER \ CULVE T CULVERT) !/ CULVERT t I I / IF 30" PEP = 439.74' �� E 18" CIP= \ IE 78" CIP = 442.82' i .lE 18 CW= 445.94' SEWER MANHOLE 1 I / \ IE 18" I� P TOP OF NUT LVER \ z o ! CTR LID UCTUR2' EL =445.1 CTR STRUCTURE 1 VV I 18" C =449 ELECTRICAL CABINS( / 12" PVC (W,N) =4 93' I I z = m \ \ \ I i6 " SIDE SEWER STUB ELECTRICAL RISER i % I �U18 °R CIP= \ (TYPICAL) / I 1 TOP OF NU EL= 446.8' I II VI 395 Zs 3 390 n_ 8 E 385 z LL 380 0 w 375 COORDINATE LISTING SSMH # NORTHING EASTING SSMH /1 177570.80 1317928.80 SSMH /2 177659.82 1317929.15 EX. SSMH /15 177570.91 1317906.70 EX. SSMH /1 177656.42 1317992.70 IE=388.0 12"PVC IE=387.9 12"PVC IE=387.8 12"PVC 16 LF-8" PVC AREA OF SCRUB BRUSH SSMH #2 SSCO RIM=394.38 IE=386.75 SSMH NO.15 RIM=387.66 IE=380.7 8"STUB (S) 8"C CB RIM=387.49 8" C Ii IE=384.4 12"PVC (E) f IE=384.3 12"PVC (S) 5' END OF ROAD BARRICADE" \ 4' SPLIT RAIL I III b I W WOOD FENCE I I W BRIAR HILLS 30j o N0.4 CN L0 I r 0 3 i HIGHLAND ESTATES REBAR/CAP 8' HIGH ORE LS #8 555 (37555?) HIGH VOLTAGE POWER BOX I LOT 18 394 I CONC BLOCK MATH 5' WOOD FENCE AT TOP- P- - - 1\ ; --- -- _ _ -41"--.S6670'o2"E I I 130 I I 30' 1 1 I I I I I aS®O V TRACT BscNI~ TRACT C t- - z-- _ S8890'02-E z I - -�,1 .0A.E- .OA c- 50.01 - _ J 50.01, II S88'10'02'E CB RI I E I 3 M=393.78 IE=389.9 12"PVC (W) I SSMH I X IE=389.0 4-PVC (N) RIM=394.70 I CTR CHANNEL=387.5 I I , 9 LF-8' PVC I I � Iij � I c L07 19 HI" LOT 20 Iz $ CB j RIM=388.93 IE=385.7 12"PVC (N) IE=385.7 12"PVC (W) I. i IE=386.0 6-ADS (S) I I I SSMH 023 {P 58610'02'E S68'10'02'E - - - - CEDAR RIVER FIVE ACRE TRACTS Sm323541 . ......... ......... ..... ... ..................... ::....... ....... ....... .. ..... ... ..... ... ................................. ........ ......... ..................... ,.:. .. ....... ....... ....... ....... ......: ::::::: .... .'. :...:. :.:. ......... ............. ......... .................. ......... .................. ......... ......... ........ ......... .... ........ ' ..... .. .:.:EXIST,. 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LIG .................................................................................. ...........................................:: �.W ::::::::: ::::::::. :':':.:ex iH:...............................................---..................... ...... ---... ... ....... ....... .... ......... ......... ......... ......... ......... ........ .... ..... ...:... ....... ...... ::: ::::: ::::.:: ... .. ----::: ::::::: ::::':: ::::::: :::: .. ... ....... ....... . ... . .. .... ....... .. ... 9A�:.::: :: .... ...... .. .... Roth Hill Engineering Partners, LLC /M 2600116th Avenue NE#100 20 0 SCALE 20 40 ROTH HILL ENCRS 1"-20' ^, c"s ,� CENTRAL PLATEAU "�""``°' CITY OF R o t h H i l l w" 98004 RRL REN TON INTERCEPTOR, SECTION 2 Tel 425.869.9446 „� " / ( FEET ) E4Nr��� DATllM Planning/Building/Public works Dept. HIGHLAND ESTATES %V Fax 425.869.1190 1 INCH = 20 F7 N0. REVISION BY DATE PAPPR LIFT STATION BYPASS 395 390 385 375