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i i � E � �zs • I MH #7 REVISION Z 96" MANHOLE CURRENT LOCATION N 0 PIPES FROM CBS 7A, 7C N AND 7D SMALL BE LOCATOO TO FIT MIDDLE OF SPACE / ON MANHOLE. \ T / / O m n 0 z c 0 z - m z r C) N L= r a z H \ O \ 12" 1 96" 0 MANHOLE 0 MANHOLE 7 REVISION DETAIL �1 0 9CJLLL 1/4- V-0- - A 0 0 T A O mom EL owl mumm Manx= IL !REM ERR- lei 12"x14" MJxMJ \ I U r ~ J a REDUCER12" MJxMJ GATE VALVE I I \ NEW METER SERVICES SEE C10 o SEE C10 3/4" W 1" w 13+00 \ 7•c SEE DETAIL A 2`C 2 G 12" 2" FLANGED 4 x1 CROSS W 4-12" o \ — — EXISTING 18" / CONCRETE PIPE I 4 FLxMJ GATE VALVES OR SEE C10 — 24 D ❑ 18" D —18=-D 18" D � 12" W }r.YV�1 W \ / \ 1 44 REMOVE EXISTIN HYDRANT 4 w 4 A 1w a"stir x NEW FIRE \I I r SEE DET A/C405 HYDRANT ASSEMBL + — — SEE C10 — = s I NEW SERVICE (TYP) 3 SEE C10 \ REMOVE MANHOLE 12"x14" MTxMJ REDUCER A I 5th AND MORRIS REMOVE MANHOLE. CAP SEWER TO BNFRR AND MORRIS 12" MJxMJ GATE EAST. REMOVE SEWER TO NORTH VALVE. SEE C10 PLAN ALONG ALIGNMENT SERVICE CONNECTION PLAN 11B1 BLOCKING TYP BLOCKING (TYP) SCALE: 1"=10' C402 TRANSITION COUPLING SCALE: 1"=10' C403 12"x4" FLxMJ TEE z TRANSITION COUPLING. 12 VERT � SEE DET A/C405 " CROSS MJxFL) DRESSER STYLE 262 MJ BLIND FLANGE 2 HYMAX, ROMAC TC400, OR APPROVED EQUAL , --1,F 1 ii i� ii E- ----4" MJxMJ GATE VALVE. SEE C10 Z J 12" CL 51 DI HDPE DI COUPLING 12" SDR 9.3 HDPE (12.75" OD) 4 w o 4 w =z 12" DIA SPOOL UJI Z 4 ly 0 V ' DETAIL �A1 CONNECT TO w SCALE: NTS C403,C405 12 MJxMJ GATE o �� VALVE. SEE C10 DETAIL �A'1 EXISTING 4" LINE J� NEW X SCALE: 1"=4' - FIRE HYDRANT ASSEMBLY. SEE C10 ~Z e 12" DIA SPOOL DEPARTME OF NATURAL RESOURCES °"'�NT _2200 Sixth Avenue t V.H q Tetra Tech/KCM, Inc. Suite601 QOfwA Qp, v n_ yylp EAST�E pTOR � 1 JULY 2001 Seattle.Washington �: swc CAPACITY RESTORATION PROJECT go. F1rstAvenue 9 81 21-1 82 0 W 'OD 20 - Seattle,Washington 98101 ® SEION 206-441-9080 a om CITY OF RENTON 206443-6300 Fax:206-4�72 HERRERA 206 441-8108 FAX f cis,n Ee°� �o.1 °-- pg ►a. RE,nsaN �7TE] pawaoNxra ONALENG •ouL , King county WATER UTILITY C405 �ULrAt's J .i DETAILS^ � / f2 copes �o-w—oi � riQ�fl70� SiEtT IIQ w s w r � 1 I a I I NOTES: I �� j t I 1. WORK SHOWN ON THIS DRAWING IS PAID UNDER BID ITEM 5. N j I I SDMH 1060 ' N 1 1 I S I I N o CD f055 STA 1 1 C LT 12' CB 1� SDMH 1059 TYPE 1 CB STA 3+00, LT 12' I�CAiION I E 1 I GRATE ECTIONAL VANED 12' CPEP TYPE 1 CB SEE DEi A/C504 CONNECT TO MANHOLE GRATE .30 BI—DIRECTIONAL VANED FOR ENLARGED VIEW { INv=/1.50; 1�2• .� GRATE M=r 123.00 12' CPEP K2� Iw=1 9 1 Y ly I m I ti EXISTING TION I Cg 1, v SDMH 0 1 I— _ NN _ 11 4 - lvp 4"W 4" 4"W Z 4. 4 1 - 2 t2' D 1 1 _ D w _ -+-- _ _ 4 N rp es 6 gS 18 8. 23' as ( �' 24D 4D 0 RIS AV S. _ 12 W 4 \ / I �, �723� SSMH 2O39 o / I — — C�128 j '9 1 cB 18 ,- m ( m l m m m STA 3+00, RT 2 --- r r ,�,1 TIPS 1 CB m� TYPE I CTIONAL r c� 1 �mm I / EXI L \ Cs 1056 _ Cg 1057 SSMH 1061 BI—DIRECTIONAL VANED GRATE SSMH 1543 81-DO RIM=122 30 VANED GRATE SSMH 1927 ro — t ( COORDINATE GAS cn , INV-119.75 12" �y k RIM=123.10 Er 1f f tCLM INV=120.25 12' TpN� t RIM=124.03 RELOCATION W/L 3 V 4 1 EXISTING LOCA I or ......... ......... ......... ......... ......... ......... ......... ... .. ......... ......... ......... 135 . ......... ......... ......... ......... ......... ......... ...... . . ......... ......... 135 ..... ......... ......... ....... . ........ ......... ..... ...... ......... ......... ..... . .... .. . ....... ......:.. ......... ......... ......... ......... .... . . .. ......... ......... . .. ......... ......... ......... ......... ......... ......... ......... ......... :: ::NOTE .. .... ..... NOTE: :CONT ACTOR:: :VERIFY. ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ..E:SHE G50fiF R E;4TEti MIN: ::::::::: ::::::::. ......... ::::::::: ::::::::: ::::::::: ::::::: E T10N:. 4...W.T D .: R.:� . .. . N ::::: :........ ........: ::::::... : :::C ;:.: :.�::::: Etu{0'VE ': JpON: : 130 ::::::::: ::oo::::: ::::::::: ::::: :�I. .. . W...... AT*(4$: .W'::.. ......... ......... ......... .:::::::: ::::::::: ::::. .. ss s� TtoNs":: :::: ::.:::::: :::::.::: :::::: . ..:.: :.:::: ::.:.:.:: :.:::..:. .. :R� Remove : �..... ......... .. ......:: ........ .. .. ].2. ..... .. .. . .. . ::.::: ::..::::: ::... .. . 130 S7A 2 •TO . .. 777= .. . ........ t..4.... ......... ......... ......... ......... ......... ... .. .. ......... ...:... ::::::::: ::::::: : ::: ::: .....t... .... .... ......... ......... ..... ... :I �.. .. ...... ......... ......... ........: 125 ::::::::: ... ..... .... .... ..... .. .. ... ......... ......... ......... ........ ......... ......... ...... .. .. ...... ......... ......... ......... ......... ......... ...... .. .. u?::: 125 1ATCI4 IN ::::: :::::: 777777 ...... ......... ......... ......... ......... . . ......... ......... ......... ......... ......... .. .. ... ......... ......... ... . ... ......... ......... ......... ......... ......... ..... 4' :Gf?E ::S::: ..... ......... .... . ......... ......... ......... ..... ......... ... .... ......... ......... ......... .. ... ......... ......:.. .p....... .. ...... ......... ....... .... ....... .. ....... F: . ... ::::1 aU: F: Of..] .:CFtp : .:S: A...... . :. _ .... .. :.. ::::.:.. ... ....... . ... . 115 ....... ......... ......... ......... .. .. ... ......... ......... ......... ......... ......... .. ... .. ....... :: t3.. ......... ... ..... :1:.. ... 115 . ......... : ....... ......... ......... .......: ....... .... .... . . ....... ......... ......... ......... ......... ......... ......... ......... ...... . :. .:: :.:::.... ....•.::: ::::::::: ::::::::: ::::::::� :CATCH (TYPE::: ::::::::: :;::::::: ::::::::: ::::::::: ::_:::::: ::::::::: ::::::::: :::: .... ......... ......... ......... ......... ...... x.. ......... ......... ......... ......... ......... ......... .......:: ::::..... :::::::: ::::::::: :::::: ::::t :: ::::::::: ::::::::: : ::......... .... 110 ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... ... ... ....... . . .. .... ......... ......... ......... .. .. .. _, . .... ....... .. ...... ......... ......... . ....... ......... ......... ......... ..... ......... ... ..... .. . . ......... ......... ......... ......... .... .... ......... ......... . .. .. ......... ......... ......... ......... ... .. .... . ......... ......... ..... .. .. ......... ......... ......... :..::.... ......... ......... ......... ......... ... ... _ ..... ... ....... ......... ......... ......... ........ .... ::,r:..... .. .. .. .. .. ... .... W y .:....... ......... ... . . ..... ......... ... ..... .... . N ..... ......... ......... :� ..... .. ..... ......... ....... . ......... ......... ..... . �... C�7: :N t N. c .... .... ......... ...... .. .. a ........ ..... ... ....... ......... ......... ........ .. ... ... .. 2 �.. ' �.r. .r• -M. w �.. t,,,. z N W . ......... ......... ......... ......... ......... ......... ... e-• r . ......... ......... . ....... ......... ......... ......... . . ..... . . ....... ......... . ....... . ....... ......... :lil p:: r: ih ... ... o 8 :>. :: ::tay: :: r• ......... ..... ... ..... . .... ...... .:.::::.. t� : .: ...- - �.1. z.Z.z. z..... . rz 68 o+oa ... .... . .. . .. 1+ 0 2+00 3+00 4+00 S+QQ V DATE.2200 Sixth Avenue 4.H 4 tJl ° DEPARTMENT OF NATURAL RESOURCES suite 601 OR I A Sy R9 `oP 8 Tetra Tech/KCM, Inc. Seattle,Washington Q $`.Y4� � a,,�,, EASTSIDE INTERCEPTOR SECTION 1 JULY 20ot 98121-1820 (9) CAPACITY RESTORATION PROJECT � 423420 1917FIrstAvengt o 9� 1REDOMMENOMA° HONED CITY OF RENTON UTILITY ,�,� ,� e Seattle,Washington 98101 208-441-908o e 206-441-9108 FAX i r1 , �� rsr¢¢ ►� RVr-ON ar APa' aArE 2064435300 Fax:2os44a �2 HERRERA� ONALEN° r w King county STORM WATER C501 CONSM'""'� "'�'^vw^` Gam" A s, DD C030703C PLAN AND PROFILE __ _51°`ss ! ! Y STA 6+25, LT 12' T�(APE 16CB LT 12' _"STA iCg LT 12' SEE DEi BJC504 S \� TYPE 1 CB Bi-DIRECTIONAL ~ BI-DIRECTIONALCB 7C / \ 24. BI-DRM=IRECTIONAL \j VANED GRATE VANED GRA VANED GRATE IXf511NG LOCATION RIM=125.5 RIMa126.14 V a 110N INNV-119.90 12' CPEP INV=120. 12' CPEP ,1 INV=121.33 EXISTING LOCATION �� \ 5 �� '�6 / \ �T2 �� \ i—_JIXI EXISTING L�CA�ION ._ 21C 2e D • D 24•D W 12 a 12" 12" W —12" W 12" W 12" 12" W 1 W 2" W 12" W 1 W N 1 1�'W 4.W 4. b W 4"W 4"W �"W 4"W i \ i XI L �7 r '4 �3 � �� CB �8B •�•�\ •� CB 7NG LOCATION � I I �` � �• + COORDINATE GAS LINE J `�\ ` STA 9+19, RT 19' RELOCATION W STA 6+25, RT 1 STA 7+65, RT 19' ( I 21Ma124.03 JtnILITY TYPE 1 CB CB #5 TYPE 1 CB TYPE 1 C EXISTING LOCATION ' l AS NEEDED (TYP) CB #4 BI-DIRECTIONAL BI-DIRECTIONAL VANED BI-DIRECTIONAL VANED GRATE VANED GRATE VANED GRATE ' RIM=124.25 RIM®125 50 RIM-126.14 INV-119.82 INV=120.75 NOTES. INV-122.68 f o ISi 1. WORK SHOWN ON THIS DRAWING IS PAID UNDER BID ITEM 5. 3 ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..:::::.: ::::::::. . ....... . ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ....... 135 ::::::::: :::':'::: ......... ......... ......... ....... . ......... ... ..... .. . 135 5 ....... E:...ER :$05.FO- GA GFi .EN:.:::: .... .... ......... ... ... .. :CR SS:SE1; O �.:.. ....... .. . ......... ......... ......... ......... ......... . ....... ......... ......... ......... ........ N5.. .... .... ......... ......... ......... .... . .. ... ..... .. ....... .......I. :::: ......... I::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ......... ......... .-....... ........ :::::::: 130 ....... ......... ......... ......... ....... ......... . .... .. .. . . .... . .. . ...... ......... ......... ......... ......... . ........ ....... . .... .... . ...... ......... ..... 1130 ......... ......... ......... ......... ... ......... ......... : ... . ........ ......... . ...... ......... :::: ........ ......... ......... ......... ......... .... ......... ..... . 125 ......... ....... . ..... ... ... .. .. .. ......... ......... ......... ....... . ..... ......... ......... ......... ......... . ....... ......... ......... . ::: 125 ....... ......... ......... ... ...... ......... ......... ......... ......... ......... . .. ... . .... ......... ....... . . .T_.... ... ......... ..... ......... ......... ......... ......... ......... ......... .. .. ......... ......... .......2 ..CPEP• 0 S _ :0048 : ::::::: ......: ..:..:.:: ::::::::: :... .. ......::: ......... S: ......... ......... ......... ......... ......... ......... .. .... ......... ......... ..... .......:. 24.::Cp :S: :: ......... ......... ... ........ .. x 120 :::::: ....... . ......... ......... ..... ......... ......... ......... ......... ......... ...... ....... .. .... .... .:.. ......... ......... ......... ....... :: : 12 ..... ......... .. ... ......--- .... .... . :: . .... ... : :: :::�:::.. . :::: :: :::. .... .. ... ....... ..... ......... ......... ......... ......... ......... .... .... .......:: :: ... .. .... . ... ... ... . ......... .........�:: ........ ......... ....::::: :. ._.... ... ..... ......... .. . . .. . ...:::::: ::::k ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... � f : : 115 ::::::: :::::.... .I......: ......... ......... ......... ......... . .... .... ......... . :..: ::: .... ........ ......... ......... . ....... ........ ......... 15....... ......... ......... . ....... .. : ......... ...... ......... ......... ......... ......... ... ..... ... ......... ......... .......o . . — ........ . ...... ......... ......... ......... ......... ......... Q::..... ......... ......... ......... ......... ......... ......... .. ...... 10 .:::: ::::::::. ::::::::: :::::::�a ::::::::: ::::::::: ::::::::: ::::::::: :::::::: .. :�: 1 ::::: ::::':::: ::::::::: ::::::::: ::::: ::: :....... m....... ......... ......... ......... ......... ......... ......... .4�...... ......... ......... ......... ......... ......... ......... ....... .... . . . ... ...... ......... ......... ......... ......... ......... ......... ......... ::::::::: ::::::::: ......... ......... ::::::::. . .... . ... ..... . .... .. . 10 m::::::: ::::::::: ::::::::: ::::::::: ::::::..: :.::..::: : ' : :m:::::: ::: :' .... . .. .... F,....... ......... ..... ...... .. .... ......... ......... . ..... ......... ......... ......... ......... . .. ... ..... .... ......... ........: ... ......... ..... .... . :::: ::::::::: :::::::: ::::::::: ::::::::: ::::: :: ::::::::: ::::::::: :::::::tiJ ::::::::: ::::::::: :::::::::105 .... .. .. .. .... .. w ......... ......... ......... ......... ......... ....•..i t..t..... ......... ......... ......... .... t....... ... .. ... ,. J .. ... .. ......... ... ......... .... ... ::::::::: ......... .:....... ......... .::.....: t t. ...... d N nS... +�. N• .. ......... ......:" a ..Q.t..Q. Z N. ..r.... ......... ......... ......... ......::: ......... ..::5`9: ... . b. ..... ......... ......... ......... ......... ......... z ......... .... .. ......... ..... .. .. .... ..... .....-... ......... .. ..... ..... .... 4 U 84 1 ......... .. .. .� ... ......... ......... ... ......... ......... ... N. .� ......... ......... .... ..... Z U A. 100 ...... .. . . 4c> tel:N:' CH H F- :1 .. ..... .... .. ..... .(� . ::.. Li't ......... ......... ... ... ..... N W N.N .. .. ... ..... ..... ... .. . � r �,.r.... .. N.NN, ... .N., w: w 2 q..p. p..p.... p.. .... .. ... �-:r:r «-'+�' .. ......... ......... ...... N ........ .94 n: 11:n: f1::' ::?+k.. p::il::i fit. 1 o ...... �:>: :�2:::: :::::.... ......... ......... ......... ...... �.> ..Z. - .. ...r. F:II :p:: :' G u• p- p:.f1:b.:p :::: :: :: g 95 ......... ......... .......0 ma'.—. .--.... ......... ......... ......... ......... ........ .1.4d'.—. ?a ::::..::: .Z.Z. .Z....... .. .... �:Z:?: c> ...... . .. .. ... Of CY �. =a 6+00 7+00 8+00 9+00 10+00 2200 Sixth Avenue a$ � Suite 601 JPtEwnSy�R9 �pp" DEPARTMENT OF NATURAL RESOURCES DULY 2001 Tetra Tech/KCM Inc. �,% .�� Mva INTERCEPTOR sEcnoN , Seattle,Washington ��Q �g CAPACITY RESTORATION PROJECT s 1917 First Avenue 98121-1820 na 206-441-sago "� ' ':'20'REC CITY OF RENTON UTILITY '2320 •a Seattle,Washington 98101 HERRERA 206-441-9108 FAX DER��� 4�ig7eRE ON'b'D� v: 1 �5 wrwwa poe `§ 206443-5300 Fax:206443-6372 ONpIEN° ae King County STORM WATER C502 ENVIRONMENTAL REVG" aY APP' DATE CONSULTANT-S httpJMmw.herrarefnc.tom �r—»xxs n� C03070C PLAN AND P R O F I I F H&"or�. CB #3B CB #38 N RIM = 126.07 (EX) " TYPE 1 CB W/BIDIRECTIONAL INV = 122.63 (12 )REPLACE IN EXISTING LOCATION s VANED GRATE (TYP) RIM = 123.20 (EX) s INV = 120.00 EXISTING � ( � % RIM =CB 123.38 (EX) REPLACE IN EXISTING LOCATION I � INV 119.89 (12") REPLACE IN EXISTING LOCATION — t CB #7C CB #3 ` TYPE 1 CB W/BIDIRECTIONAL - RECONNECT EXISTING STORM PIPES. \ J VANED GRATE (TYP) _ (TYP) VERIFY INVERTS OF EXISTING I RIM 126.29 o PIPES PRIOR TO CONSTRUCTION. INV = 122.37 (12") REPLACE IN EXISTING LOCATION 2" 2 G 2 c c 44" CB #7 10+100 4 CATCH BASIN -�"-W RECONNECT EXISTING STORM PIPES.ONS (TYP) VERIFY INVERTS OF EXISTING - y- - CATCH BASIN CONNECTIONS — _ — — 120"N CPEPI (TYP) I r PIPES PRIOR TO CONSTRUCTION. 12" CPEP (TYP) 4 SEE C505 FOR Zti� - _ SEE C505 FOR PROFILES PROFILES ( OO 24"D ZC D 24- D— COORDINATE REMOVAL OF EXISTING D 24'D 18" D 18" D— _ WATER LINE WITH INSTALLATION OF / \ /of I 12 w 12' STORM SYSTEM AS REQUIRED. CB #7D CB #3A -12 W" 1t ' N 1 " w 1 — RIM = 126.43 (EX) INV = 123.55 (12") RIM = 123.32 (EX) / 4'w a w CB #7A a~°' "w a^ REPLACE IN EXISTING LOCATION w INV = 119.93 (12") o RIM = 126.25 COORD. REMOVAL OF 4 INCH REPLACE IN EXISTING \ / — — (EX) a ( WATER LINE W INV = 122.25 (12") /INSTALLATION OF LOCATION REPLACE IN EXISTING LOCATION NEW 12" WATER MAIN. -3 - t _ CB #3D `` RIM = 123.43 (EX) S } I , INV = 119.63 (12") REPLACE IN EXISTING LOCATION / LU \� ) REMOVE MANHOLE. CAP SEWER 110, TO EAST. REMOVE SEWER TO NORTH ALONG ALIGNMENT OF NEW WATER LINE (REMOVAL 6th AND MORRIS 5th AND MORRIS LIMITS NOT SHOWN) PLAN �1 2 AL SCALE: 1"=10' C401 SCALE: 1"=10' C402 2 NOTES: 1. REFER TO CITY OF RENTON STANDARD DETAILS PROVIDED FOR CONNECTION DETAILS AND OTHER CONSTRUCTION REQUIREMENTS. o z = 0 A Z 4 U Z N w O N 8 �N �S CJ oa o 220o sixth Avenue j v.N, �. ° "'a"`EDc DEPARTMENT OF NATURAL RESOURCES Tetra Tech/KCM Inc. DATE: s Suite 601 0�of"'^ �H. `y�i." " EASTSIDE IMERCEP'T�OR SECTION 1 Jt1LY 2001 as Seattle,Washington "� $ CAPACITY RESTORATION PROJECT nuE mm ae 1917 First W Washington 99121_1-90 o `o FED NOD CITY OF RENTON UTILITY 't2 ,2° ` 1820 Seattle,Washington 98101 O 2os-aal-soap 206.443� M Fax:206-443-6372 HERRERA �-441-9108 FAX S oNA�E`��` , �'~ � � y STORM WATER C 504 s s N OWNAI, cr wa rJ Count �. �, „�,' �,,,� ENV/RONMFAN73WAL 11lUJZDo O c�zo�o3c DETAILS w. ss COMSGLTAMS MIP•Jlwww.herroralnc.con, owes �as-a [i C D E L �� �� I CB 1— cn �1 � I I � i II I ,22`/ -::� ; ;� �✓L2:� ! ��.,+. , � � � �� \....•.� �•�...�-� fit.,��_.�I l �---� i I �� � !I `;•���r� ''� 1-� �; � �SOMM .wc _ OHW OH D11W HW — p OHW OHW \ gyp. I N'a ; , 4•W vgG.Mf 4 W _ 4'V!_.,.2� 4•.W < ; W Z/ - r I 1 �� 1Y D �4 a I5x8 S — 8 s 8. S 8 S - t2a MORRI AVE. S. �,2,� ` / = < W _ 4*1 4 Hw44— ❑ — — — i — {�} v W I � — �� I 1067 1543 9 1061 Notes S54M I Y 1s27 I i C81 : � I jCe 1. UTILITY SERVICE CONNECTIONS SHOWN IN PLAN J sow 1928 VIEW ARE NOT SHOWN IN PROFILE VIEW UNLESS V v I o RELOCATION OR PROTECTION IS REQUIRED. Cg 1924 f i-► I 2. CONTOUR LINES ARE REFERENCED TO NAVD 88 I� S VERTICAL DATUM. ALL OTHER VERTICAL ELEVATIONS i I ` S h ` SS i ARE REFERENCED 70 METRO DATUM (METRO DATUM Y EQUALS NAVD 38 PLUS 96.4 FEET). fl .. . . . - _ . . . . . . .C9 ` - - - . . . . . . . . . . . . . . . . Z - - - - - - - - - - - . . . . - - - - - - - - ^.tj. _ . . . . . - - _ . . . . . . - . . . . . ' - - - - - - - - - - -- - -- . . - - - - - - - . _ . . . . . - - - -- - - - -- . . . . . . . - - - . . . . . - - - - - - - - - - - - -- - -- - - - - . . . . . . . . . . . . . . _ . . . . . - - - - - - - - . . 135 - ---•... ...... ....... ...... ..... •-•• 1 35 cs; _ . . - . . . . . - - - - - - - - - - - - - - - . . . . . - - - - . - ' - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- . - - _ - = v,: . . . . - . . . . . . . . -- - - - - . . : : : - - - - - - - .: . . . . . . . . - - - - - - - - - . . . . . :�:: : : : :-t �: �.�. 130 130 N �: . . _ . . ::._ _-- -------.;........:........ rn.- �.._ • � . . . . . . - - - - - - . . . . . . . _ . _ _ . . =N: . . . . . _ U7. . . . . . . _ . . o - - - - .�. -. . . . . . . - . . . . . ........... .... . . . . . . . . . . . . _ . _ . _ . . . . _ . . . . . :. ._._.. 125 1 2 5 ••--• -•-•• ...... ...... ..... . ..... •-••• ...... -•-•• ...... ..... ••--• -••-- ••-•• ...... ....-- ...... _...-• ...-• •-•_... __. - - - - . : . . . . . . . . - - -. . . . . . . . . . . . . : : -- -- - - -- - - - - - - - - ---- - - --- - - - . . - - - - - - - - - - - - - - - - - - - - - - - - - -- _ . . . . . . _. : Q. : . . - - - - - ' - : . - - - - - - - - - . . . . . - - - - - - - - - - - - - - - . . : : :: . - . . . . - - - - - . . .. . . s 120 a...- •-_.._ ..... ..... 120 . ,; ...... ----- •- -- ...... - - - - - - - -- - - - - - ' - - . . . . . . . . . . . . . . . . . . . . . . . . . . � - - -- .. . . . . . . . . : : : - - - ' . . - ' - - - - - - - - - --- - - - - - . . . . .. . . . . . . -- - - -- . . . _ . . . - - -- - . .. . . . - - - - . .. . . . . - - - 0. �} : : : : - - -- - - ' . . . . - - - . . . . . . . . . 115 1 1 5 ..-•- ...... ...... ...... ....... ...... ....... ..... ••--•• ...... ...... . ....... .. . . . . . . . . . _ . . . . . . _ . . . . . . . . . . . . . . . . . - - - - - . . . . . . . . . . . . . . - - :: : : . . . �. : . . . : . . - - - - - 72 CLASS 164 _RCP . . ' . . 110 110 ••• .....• .._... .•.... ....... ...... ....... ..... -..__.. Z - - - - - - - - . . . . . . . . . . . - - - - - . . . . . (� - - - . . . . - - - . . . - - - - - - - - - - - - - Q. . _ _ _ _ _ _ - _ _ _ _ . . . . . . . . . . . . . . . . . _ . . . . _ . _ . . . . . . . . . . . _ . . . . . _ . . . . . . . . _ -2. W} 105 ----- --_... _..... .....- -•••• ...._. ...... ........ ....... ....... .•••• ....... ...... - - . . . . . _ . . - ' - - - . . . . . . - - - - . . . . . T8A, . . . . . - - - - - - - - - - . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . - . . . . - - . . . . ' - ' - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - . . ' . . _ - - . :c $� ' 1 00 ................ ......... ....... .. ....... ............ .. ....__... ....._ ......... .. .......... •.......__.._ o N W= — 00077. . . : . : . : . : . . . . . �J 1NV- El 100.85 . . . . . � -. .Q- - - . . . . . . - - - - - - - - . . . . . . . . . . . . . . . . . . . ._ . . . . . . . . . . . : . : . : . : : . • : : . : : • . . . . . . . . . . . . — . . . . . . <z 95 . - - - .. ........--�--•..... ...� ..................•--. ........--------...._....-• ......................,••-•-••-....._......••-•-••..__... _.._...._.._.......----••-••.•••-.._....-••--••• •...-••----•••••••••-..._......._..__... 0+00 1+00 2+00 3+00 4+00 5+00 DATE >IESIG-111D: CHE°KM DEP ARTMENT OF NATURAL RESOURCES JULY 2000 h aft Tetra Tech/KCM, Inc. 'N° SCALEcAa r fREMPAIM PRDJM FAX 0 r 1917 First Avenue 2V cmi W.LAC It I'-20' PLAN AND PROFILE WAN", q Lcowe o a: 1 Seattle,Washington 98101 3 206-443-5300 Fax:206 t43-5372 HERRERA CONTRACT NO, lncmng County STA 0+00 TO STA 5+45 P 101 -ANTS 5 REVISION BY DAiE s �7� /+[Er'q or. A g C D E F / CAP AND ABANDON 18"S %1 799 STARCOM 4�WID THE S TAL POLE EDGE ASPHALT BURIED YELLOW STRIPE nBER/BURIED C CABLE C YELLOW STRIPE / ORNN(TYP.) 6'YELLOW w/TRAINN STOP A i YELL 8'EXTRUDED CON-.WRB STRIPE 0.5• HK;H _ E INV ELEV1.62 �1 3-4'CEDARS ASP A L T 2� DitX1R8� EXiRUGID CON CURB 4 WIDE TRENCH ASP H A L 7 / ASPHALT �� t �- Fjt DPoVN tTY'P X,1 WOOD POLE / ft BOARD FENCE 0.5' HIGH CONC. P� •� \ O % ® —l3?10 \®' — J��`SfAl2OOA1®� Covered ea P T ` _ — \ �132-- �ER/OPDG.G&f�.� w/6'CHN tijyb 0131— — — _ 6S•F�IdI-WOOp-FEFJ6� ® �J\ — — — r-� �� —1.,1 t3 x4' - �N MKT cJ G� F F F� . O FO TO FO .. WAYS.(rwJu wKu) RL M - - - - - ,� ,„ N ROUSER WAY S. � nl I"�`°C°"' A S H<L T MARKET_-_ BU A^W - 7 IF 17 � r- it z 1` � / `` � ,L ✓ E .� h�`�l ' 8 ® y �_� � Ill'1 � � }� >v� /�2 � �.`rf' r- '� / Ce 3383 Rl �2 / �} kki S \ ce / �3806 � f Notes: I }/ �J1 �• 1. UTILITY SERVICE CONNECTIONS SHOWN IN PLAN VIEW ARE NOT SHOWN IN PROFILE VIEW UNLESS �) / RELOCATION OR PROTECTION IS REQUIRED. / ) RELOCATE 4 W SDMFI 3W5 / \ / ?. CONTOUR LINES ARE REFERS^ICED TO NAVC 88 It VERTICAL DATUM. ALL OTHER ,/EPTICAL ELEVATIONS ARE REFERENCED TO METRO DATUM (METRO DATUM EQUALS NAVD 88 PLUS 96.4 FEET)- 3 135 . .. . - - - - - - --- -: - - - - - - - - - - - - - - - - . : : . :-. -- - - - - - - - - - -. . . . . . . . . . .. . . . . . . . . . . . . . . .. . ... ..- - - - - - -- - - - - -- - - - - - - - - - - - - :: : : : : : : : - - - - - : : : 135 cn:. . . . : : : : : : : : - - - - 4 . . . . . . . : - - - --- - - - - - -- - - - - - - - - - - - - . . . . c3 - -- - --�- - - - - - - - - : : : : : : : . . : : . . . . . . : : : 130 I _ : . . . . . . -- - - - vi . . . . .. . --- - - - - - - - - - - - • - - - - . . . . - - _ - - - - ( 130 ....�i........ ...... ........�.__.._apy.ems.. ... ...... ....... ....... .......�....... ................... �......�....... _.._...�._..... ...... ...... ......_i.........i....�.. ........ .. .i.. ...... ...... .�.._ . . . .D. .I. . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - . . . . -- - - - . . . . . . . - : : : : : . . . . . . . . I . : - : . . . . . . . . . . . -- - - - . . .. . . . . . . . . . _ . . . - - - - . . . .. . . . . . . . . - -- - - -- - - - - - -- . . . . - - - - - . - - - - - . . - . )) . . . . . + . . 'I 125 :� .. . - - - - - - - - - . . . . . .�0 125 .---•- ...... - - - - - - - - . . . . . .. - - - - - - - - - - - - - - - -- . . - - - - r—. . . . . . - - - - - - - - - - . - - - - - --- - - - - - - - --- - - -- - . - - - . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - : : : ..- ---- : — -. - . . _ . . .. . . - - - - . - - . . . . . . - - - - - - - . - -- - - - . . . - 4 - - - - -- - - - - --- - . . . . . - - - - - - - - - - - - - - - --- - - . . . . . .E—. 2 120 - - - -Z :� 120 ...�; ....... ...... .... ...... ...... ...... ...... ...... ...... ................... ...... ...... ...... ....... .•-... ....... ...... ...... ••.... ...... in - - -- . . . . . . . . . . . . - - - - - - - - . . . . . -- - - - - - - - - - - - - - . - - . - - - - - - -- . . ._ . . . . . :f : : : : : :: . . :. :_ :: : _ - - - - - - - - - . . : : : : : : : : : : : : : : : : : : r. . . . -1 - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . 115 - - - - I . .. . . .. . . - --- - - - -- - - - - - - - :� 115 •. �� ..... ...... ----- ...... ...... ....• •.•--- ...... ....... ...... ....... ...... ...... .••--- . -- ...... ---... LJ-.. �: --. . _ . . . .. - - - - - - - - : - - -- - - --- - - - -- _ - - - - - - • - z . . D' : : : : : . _ . . . - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - . . .. . . . - - -- : . . . . . : . �: . . 110 . . _ . . . . . . . . . . . . . . . . . . . . . . . . . _ 72" ELASS= 1-04_RER .... .-- .... .... 110 10 5 _ . . . _ - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . _ . . . - - - - - - - - - - _ . _ . . . . . . . . I .Q. . . Z : : : : : : : : : . : : : : : : . . - - - - - - . TO 3 . . . . . . . . - ! _ =o . . . . . . . . . . : - - - - Z t100 _ - . . . . . . . . . . . . . . .. . . . . . . . .:, - _ . _ . -. . . . . _ . . . wl — ..... ..... . ...... .................. ..._. - - - - - . _ - - - - - - - - . _ • - . . . . . . . . - - - . . . . . . . - - - - - - . . - - - - . _ . . - - - - - _ . . . . . _ . . . . - - - - - - - - - - - - - - - - - - - - - - - . . . . _ . _ . . . . . . _. . . . . . . . . . . _ . _ . . - - - - - - - . . - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL A95 . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . - - - <z :...._........-----.--••--.......--•.......---.�.... :..................,..................,...... ....................................,..............--•- ----•-•-- ---------,-.......-r----....-r......... ..-••----�...........................I......... ........•......... . 11 +00 12+00 '13+00 14+00 15+00 16+00 otslcNF� aEa® TI- DEPARTMENT OF NATURAL RESOURCES �RAY 2000 RES Tetra Tech/KCM, Inc. two ODE arr�cEproR sEcna+ ' 1917 First Avenue oN.>Ma � . CAPACITY ibIMMIN PRDJEM �Na Seattle,Washington 98101 '� la nE�` E ' '�'� PLAN AND PROFILE ofa y_ 1�aTTr DttAwnc.o 206-443-5300 Fax 206-443-5372 HERRERR TQnvx_ STA 10+84 TO STA 16+40 P 103 ENVIRpNMENri� CON M CT NQ q COUIILy No. REVISION BY A.PP'D DATE CONsutraJiS SHFET"Cl or CQ�Q7«. I (. A A A D E A F A. A H 4- CB 2317 j* U L OHW w OHW —OHW FOHW OHW o )HW'r 21 14— ;-�� - 1 D 12"D 2'D 12"1--- 12*0— 11 12'D 12 RIS \fs X— I - 18�� -If '*k-O-RRIS AVE.- S. IeG-, m. \ —124-, �/)/I/ — .N, 4,w- 4-w r w 4-w 4 At----4 W 4*W 4,w w 4 ow N OWN 4 AWN 0-,m 4 L2 LA 1-17 V17-1 71 \-7-1 \-7-1 1\A\lp ce + 1923 -P, a SDMH I r Notes CB f 1929 Cn 1. UTILITY SERVICE CONNECTIONS SHOWN IN PLAN ED VIEW ARE NOT SHOWN IN PROFILE VIEW UNLESS RELOCATION OR PROTECTION G REQUIRED. 2. CONTOUR LINES ARE REFERENCED TO NAVD 88 VERTICAL DATUM. ALL OTHER VERTICAL ELEVATIONS ARE REFERENCED TO METRO DATUM (METRO DATUM 7Zi EQUALS NAVD 88 PLUS 96.4 FEET)- F1 F i 3 . . ... . . . . . . ... . . . . . . . . . . . . ... . . . . . . ... . . . . . . .. . .. . . ... . . . . . . . . .. .. ... . . . . . . ... . . . . . .... . . . . .... . . . ... ... .. . . .......... . .. .. .. .... . . .. . .... . . . . --- - - -- .. ... . . . * . . ... . . . - - - - --- - - - - - - --- - - -- - - . . . . . . . . . ... . . .. . .... . . . . . . . . . . . . . . . . . ... . - - - - - - - ... . ... . . . .. . ... ... . . . . . .... . . . . . .... . . . . .. . ... . . ... . . . . . . ... . . - - - -- - - - - - - . . . ... . . . . . . . . . ... . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - .. . . . . . . . . . . . . . . . . . . . . . . . .. .... .. . . . ... . . . . .. - - - - - - . . . . . . . . . . . . . .. -- -- - - - - -- - - - - - - - - - - - - - ---- - - - - - - - - - *- -- - - - --- - --- - --- - - - - - - -- - - - - - - - - . . . . . . ... . . . . . . .. ... . .. . . ... .. .... ... ...... . . .. . .:... . . .. . .. . . . . . . .. . .. .I . . . . . . . -:- - - - - - - -- - - - - - - :1 - 1 - , , - — 1 - 1 -1� . . . . . . . - - - - - -- - - - - - - - �*- - - - - - - - 135 - - - - --- - - - - 135 - - - - - - - - -- --- - - -- - - -- I- - - - - - ................... .......... ......... . ..................................... ......... ........ ......... ........ ......... ........ ......... ..................;......... ------- -------- -- - - -- -- . . .. . . . . . :— -- - - .. ...... ...... .... ... . . . . ....* .. . .. . . . . . . . .. - - - - -- -I . . . . . . ... . . . . . . ... . . . . . . . - - - - - - - - - - - - --I- - -- - - - - - - - - - - - .. . . .. .*-- - -- -- - -- - - - - - - - - - - - -*- - - - -- - - - - - - - - --- ---- - - 1: . . . . . . .. . . . :* - - - - - --- - - - - - - - - - - - - - - - -- - - - --- - - - - - - . . . . . . ..... . . . . :-! - -- - -- -- ---- -:- - - - - - - - - - - - - - . . . . .. . - ----- -. .. . ... ....... ---- - -- . . .. . .*1 - - - -- --- - - - - - - :. . . . . ..I - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- -- -- - - -- - - - - - - . . . . . . - - - - - - - - - - - - - - - - - - - . . ... . .. .. .. .. .... . ... ....... . ........ . . - - - --- --I - - - - - - - - -- - - - - -- - - - - - -- - - -- - . . . . . . . .. . . . . ... . . . . . . .. . . . . . . . . . . . .. - - - - - - - -- - - - .. . . . . .. . . . .I - - - - - - -- - - - - - 130 130 - - - - - - -:- - - - . . . . . . . ...... ............. ........ ......... ................... ..................................... ......... ........I......... ........ --------- ........ --------- ...... ...... ........................ ... ........ ................... ........ ......... . ... . . . . . . . ... ...... .............. .. . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . ... . . . . . . . .. . . . . . . -co-- - -- - --- - - ---- - - - . ... . . . . . . .. . .. . .......... ....... ..... .. - -- - - - --- - - - . . . . . .... . . . . . . . . . . . . . . . . . > . ... .. . . -- - - - - - - - - - - - - . .. . . . . . . . . . . . . . . . ... . - - -- - - --- ............. . .. ... . . . . . . . . . . . . . ... . . . . ... . . ... ... . .. . ..... . . . . . . . . . . . . .... . . . .. . . . . . ... . . . ... ... . . . . . . . . . . . . . - - - - - - - - - - - - ---- - - - - - - . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ... . . . . . . ... . . . - - - 125 . . . . . . .. .. . ... . . .. .. .... ....... . . . . . . ... . . . . . . . . . . . . . . . - - - - - -- . . . . . . ... . . . . . . .. . . . -- - - - . . . . . . . . .. . ... . - - - - - - - . . . . . . -0 125 - - - - - - - - in. - - - - - - - . . . . . ..I : .... ............ .... .................. .................. ......... ...... ........... ...... 0 . . . . . . . - - - - - -- - - -- - - - . . . . . . . . ... . . . .. . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - -- - - - - . . . . . . . -- -- - - --- - - - --- -- - - - -- -- - - -- - - - - --- - - - - - - - - - - - - - - --- - - - -- . . . . . .. 120 . . . . .. . .. . .. . - - - - - -- - -- - - - . . . . . . . 2 120 :- - - - - - . . . . . . . - - - - - - - - - - - - - - - - - - - .. . . . . . . ... .................. ......... ........ ........................ ....................... .................. ......... .................. .................. ...................................................... .. . .. ......... ................ 1: . . . . m- . .. . . . ... . . .. . . ... .. . . . . ..... .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . .. . . . . . - - -- - --- - - - - - - --- - - - - - . . . . . . . . . . . . . . ... . . . . . .; - - - - - - ---- - - - - - --- - - - - . . . ............. ............ .. . ..... . . . . . . ..... . . . . . . - - - - - - - . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . ... . . . . . ... .. . . .. . . . . . . . . . . . . . . . . . . .. . . ... . . . . . . . . . . . . .. . . . .. . . . . . . . .. . . . . . . . .... . . . . . ... .. .... ....... .......----- - --- -- - --- . . . . . . . . . . . . . . . . . . ... . . . . . ... . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . .... . . . . . . ... . . . . . . . . . . . . . . . . .. . . ... . . . . . .. . . . . . .. . . . .. .. . .. . .. . . ..t — I ' . .. . ... .. . . .............. ....... ..... ....... ... .. - -- -- - - - - - - - - - - -- - - - -- - - - - . . . . . . . 115 ?.I . . . . .: . ... . . ... .. . - - - - - -- - -- - -- - . . . . . . . . . . . . . .. - - - - - - - - - - - -- --- - . . . . .... . . . . . 115 - - - - - - - -:- - - ............................................... .................. .................. .................. ............................. ..... ....................... ......... ........ .........I........ ......... ........ .................. . • ... . .. . ... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - -:- - - - - - - - - - - - - - . . . . . . . .. . . . . . .. . . . . . . . . ... . . . . . . - - - - - - - - - --- - - - - - - . . . . . . ... . . . . . . . . - - - - - - - . . . . . . ... . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . .: - - - - - --..... . . ... ........... ...... . ....... .... .. . -- - - - ---- - - - - ':- - - - - - .. . .. . .:............... �:. . . . . I - . . . . . . . . . . . . . . . . . . . . ... . —j- - - - - - - - . . .. . .>- - - - - -- - -- - - - - - - - - - - - - - - - - - - ...... . . .. . . . .... .. . .. .. . . . .. . . . . . . -72" CLASS 104 RCP- - - - - - - - - - . . . ... .:. .............. 110 - - - - - - - - -- - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - -:- . - --- - - .. . . . .. . . . . . . . . . . . . . .. . . . . . . .. ;.........: .................. -- - - - - --- - - - - - - :- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - 110 ....... . ...... ......... ........ ......... --------z............. ........ ......... ........ ......... ........ ......... ........ ......... ........ ......... cn ............... . . . - - - - - - - - - - - - - . . . . . . . . . . . . .. . . . . .. . ... . : - '' - .1 -- - - — : - ' ' * - - I- - — I- - - - - - - - - - - - - - - - - - - - - - - - - .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - --- - - - - . . .. . . . . . . . . . . . . . . .. . . . . . - - - - -- - . .. ..... ....... .. . ...... .. . . . . . . . . . . . . . . . — !. . . .. .... ... .. . . - - - -- -- - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. . . ..... . . . . . . ... . . . . . . .. 105 . . . . . . . . . . . . . . . . . .. . . .. . . ... . . . . . . ... . . . . . . . . . . . . . - - - - - - --- - - - - - - - - - - - --- - - - - - - --- - - - - - - - - .. . . . . . . ... . . . . . . . . . . . . . ... . . . . . *. m > ...................... ........ ......... ........................................................ .................. ......... ........ ......... ........ ......... ....... .............. ............. ---- Z_, . . . . . . .. .... .. .... .... ....... . . . . . .. . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ;_ . . . 1 7-01 Coe. . . . . . .. . . . . . . . . . . .. . . . . . . - - - - - - - - - - - - - . . .. . . .. . . . . . ............ .. . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. .. .... . . . . . . . . .. . ... . .. ..... .............. . .. . . . . . . -- -- - -- - - -*- - - - - - - . . . . . . . .. . . . . . . z . . . .. . . . . . . . - - - - - - - -- - - - - - - - . . . . . . - - - - - - . . . . . . . . . . . . ........ ................. 100 ........ S 0.00077.................. ......... ........ ................... ---------*1........ ..........I........I......... ........ ---------------- z ----------- -- -----... .... ........ .. .. .. . . . . . 0 . . . . . .. . . . . . . . . . . .. . . . . . .. . . . . - - - - - - - - - - - - . . . . . . . . . . . - - - - - - - - - - - - . . . . . . - - - - - - .................... ..... . . . . . . . ... . . . . . . ... . . . . . . .*. . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - f- — q;' - - - . . .. . . . . —:. . . . . .. :. . . . . . .. . . . ... . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . .t . . ........................ . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . ... - -- . .. . . . . . . . . ..... ....... . .... . . . . . .. . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - . ... . . . . . ... . . . . . . . . . . .. . . . . 9 5] - - - - - - - - - - - o - - - - -. - - - - '. - - - - ......... •........& ......... .................. ..... ................ ........ ......... . ................ ........ ......... ................. 7+00 ............. ..................................... ........... ........ ......... ........ ......... ........ ......... +00 9+00 10+00 6+00 DESr-4CD- CHECKED-. DEPARTMENT OF NATURAL RESOURCES .......................... Tetra Tech/KCM, Inc. 00K km EASTSIDE INTERCEPTOR SECTION 1 XLY 2000 DP�: CAPACITY RESTORATION PROJECT 1917 First Avenue Lc 198101 PLAN AND PROFILE Seattle,Washington CHERANVA W-COMPIAENDED- 5300 Fax 206-"3-5372 RRERA 1 206-"3- awwol,,-C I CONTRACT NO, King County STA 5+45 TO 10+84 P10 2 c TmTs APPROVIM, N, REVISION HY DAIE CO-10-= 01/07/2003 17:54 FAX 12062635437 ESI Project Office Z 001/002 O King county 1200 Monster Road SW Wastewater Treatment Division Department of Natural Resources Renton, WA 98055 Eastside Interceptor Project Date: 1/07/03 FAXNumber of pages including corer sheet: 2 To: Allen Quynn From: Bill Helin Phone: Phone: 206-263-5428 Fax phone: 425-430-7241 Fax phone: 206-263-5437 CC: SUBJECT: ESI Project - Catch Basin # 7 REMARKS: ❑ Urgent ® For your review ❑ Reply ASAP ❑ Please comment Allen, As indicated in my e-mail, here is copy of the Hanson Pipe Dra«ving for CB 47, a� j Thanks. Please call Julia Green at (206)263-5432 if there are any problems with this transmission. ,01,1.071/2003 17:54 FAX 12062635437 ESI Project Office 2 002/002 vr, vim. cvva Lv& •1•YJ rnn c4,, Y,v Vr ro neviavo rirz !%ov rAUk)Ut.lJ wJ UUJ/U1J CONTRACTOR?: FRANK. ,,COL000IO CONST, SO. # 11178 PROJECT. EASTSIDC INTERQEPTQR DWG ' 11178- 108 Ron DRAWN $Y DAVE SALES PERSON CLINT son DATE 1 -24-2001 SH'IP DATE 108 .942 ' DEGREE ID " t�77 1 . 117" DEGREE OD N JOB LOCATION! KING COUNTY s AGENCY: KING COUNTY O CUTTING ORDER; ~� PLASTIC STEPS CATCHBASIN N0: #? DEPTH: 7. 62'/7. 44" 12" CPEP 15" HOLE SHIPPING MATERIAL +31 .75 1 - 12"x108" BASE SLAB ��---.72• 12" CPEP r 18" HOLE 1 -5 -8 x' 08" SPCL SECT 35' +31.75" 1 -FST SQ/OS 1 -6" RISER 24" CPEP 35' 38' 30" HOLE �� 18" CPEP t36" - 24" HOLE +34" ' 1 ' 3/6' 58' �/1 ��� 12" CPEP ./ 18" HOLE 12" CPEPf\32•---1T�S4 18" HOLE 12" CPEP +31.75" 18" HOLE+31 rr ^, RIM 127.12 Ir + + + _ L+,r I,E. CJ 121.50 Z 2'_7�„ -7„ 2' 7 I t } 4� I 1.E. 121 .58 21 .65" 1 21 .58 I.E. 1 21 .65 #C03070C-OC-0217 (0-- 0 !5 �F King County TRANSMITTAL Wastewater Treatment Division DATE FILE/CONTRACT NO. Department of Natural Resources 01/09/03 C03070C Eastside Interceptor Project TO THE ATTENTION OF 1200 Monster Road SW Allen Quynn Renton,WA 98055 TO: City of Renton REGARDING ESI Section 1 Capacity Restoration Project WE ARE SENDING YOU THE FOLLOWING: COPIES DATE DWG NO. DESCRIPTION 1 01/09/03 C504 Subject Drawing C504, Revision 1 THESE ARE TRANSMITTED: ❑ FOR APPROVAL ❑ FOR YOUR USE AND INFORMATION Q AS REQUESTED ❑ FOR REVIEW AND COMMENTS ❑ FOR YOUR FILES ❑ OTHER Per your telephone request please see a copy of Drawing C504, Revision 1. Thank you, Bill SIGNATURE TITLE LOCATION : ESI Phone: 206-263-5432 Julia Green Document Control Fax: 206-263-5437 PROVIDE KNOCKOUT FOR 30-IN FUTURE m CB #38 CONN C ONRIM 126.07 WV 122.63 (12)) CB #3B REPLACE IN EXISTING LOCATION is TYPE 1 CB W/BIDIRECTIONAL N VANED GRATE (TYP) CB #3C s RIM = 123.20 (EX) RIM = 123.38 (EX) INV = 120.00 (12") it INV = 119.89 (12") F REPLACE IN EXISTING LOCATION icn �- _ _ REPLACE IN EXISTING LOCATION j!L- CB #7C CB #3 96" )IA TYPE 1 CB W/BIDIRECTIONAL m n RECONNECT EXISTING STORM PIPES. ? VANED GRATE (TYP) N _ (TYP) VERIFY INVERTS OF EXISTING Q •, RIM = 126.29 EMOVE EXISTING - EWER. SEE NOTE 1 �o PIPES PRIOR TO CONSTRUCTION INV = 122.37 (12") SEE NOTE 3 REPLACE IN EXISTING LOCATION a, c CB #7 108" DI flz G z� z c RECONNECT EXISTING STORM PIPE (TYP) 4 CATCH BASIN �z W - - - VERIFY INVERTS OF EXISTING PIPES - - - - - CATCH BASIN CONNECTIONS CONNECTIONS 12' CPEP ; �,� - ( ) l 4 PRIOR TO CONSTRUCTION 12" CPEPTYP (TYP) SEE C505 FOR t ' EE NOTE 4 / SEE C505 FOR PROFILES PROFILES �7 l� 2 D 24' COORDINATE REMOVAL OF EXISTING D 24' 18' D- -- --i" _ 18' D— CB 13A ( � � _ WATER LINE Willi IN CB INSTALLATION OF � / \ / #7D . RIM = 123.32 (EX) 12" W 1 STORM SYSTEM AS REQUIRED -12" w 2 2" w w- RIM = 126.43 (EX) INV = 119.93 (12") o N\ INV = 123.55 (12") REPLACE IN EXISTING / a'w a w REPLACE IN EXISTING LOCATION CB #7A -a' w w - a-W COORD. REMOVAL OF 4 INCH LOCATION o RIM = 126.25 (EX,) � � \ � 12") � \� ( � WATER LINE W/INSTALLAl10N OF INV = 122.25 ( _ _ - NEW 12" WATER MAIN. REPLACE IN EXISTING LOCATION r r--� I � 3 PROVIDE KNOCKOUT m I jN V I - - _ CB #3D 1� Ins FOR 24-IN FUTURE RIM = 123.43 (EX.) CONNEC11ON 1 INV = 119.63 (12") ` �I REPLACE IN EXISTING LOCATION / l WAl1 R LINE m \ PRO D KNOCKOUT FOR 24-1 LOCATION ADJUSTED \ m �/ I \ �� FUTURE CONNECTION REMOVE MANHOLE. CAP SEWER TO EAST. REMOVE SEWER TO NORTH ALONG ALIGNMENT OF NEW WATER LINE (REMOVAL 6th AND MORRIS 5th AND MORRIS LIMITS NOT SHOWN) 2 PLAN A PLAN B 2 SCALE: 1"=10' C401 SCALE: 1"=10' C402 NOTES: 1. REFER TO CITY OF RENTON STANDARD DETAILS PROVIDED FOR CONNECTION DETAILS AND OTHER CONS U 0 E m 2. CAP AND ABANDON EXISTING 12-IN CLAY SEWER AS SHOWN PER CITY OF RENTON STANDARD DETAILS. REMOVE INDICATED PORTION. 3. PROVIDE KNOCKOUT FOR 30-IN AND 24-IN CPEP PIPES FOR FUTURE CITY OF RENTON CONNECTIONS ON CB #3 AT LOCATIONS SHOWN. CONNECT EXISTING °Z F' PIPES INSIDE LARGER KNOCKOUT. PROVIDE SEPARATE KNOCKOUTS FOR EACH PIPE. Z I - - 4. PROVIDE KNOCKOUT FOR 24-IN CPEP PIPE FOR o N< FUTURE CITY OF RENTON CONNECTIONS ON CB #7 AT N s LOCATION SHOWN. CONNECT EXISTING PIPE INSIDE r LARGER KNOCKOUT. PROVIDE SEPARATE KNOCKOUTS <� FOR EACH PIPE. �a - °`PGN° ""C'®` DEPM1WE OF NATURAL RESOURCES ogre: NT 2200 Sixth Avenue t v a4 p. JULY 2001 Tetra Tech/KCM Inc. Suite 601 0 o ansenc�fo �"ti4°T`A' cw_wm EAST50E >IO sECTJE 1 ME s Seattle,Washington CAPACITY RESTORATION PROJECT 1917 First Avenue 98121-1820 y 1� � �1� 423420 Seattle,Washington98101 O 206-441-9080 0 4 3392 0 `•«tea �«.� CITY OF RENTON UTILITY 1 (NOOIFIED SIffS OF C8 3 7 CVH 20644 5300 Fax:206d435372 HERRERA 206-441-9108 FAX ��s�crsTca���� �nTsa` 5 / 'T 11R King Cowity STORM WATER C 5 0 4 d% ►gyp, RA /��A L L SAL N �. �P• �� ENVIRONMENTAL APPROvID: Y CONSULTANTS httplMww.herte2in[.can E%PIRES II/11./t002 I"-" 11 �= DETAILS 9`F` °` N 12" x 4" MJ REDUCER S 12" x 12" TEE W/ MJ BLIND FLANGE (TYP) s 12" FLANGED CROSS t 4—MJxFL 12" GATE V I I VALVES. SEE C10 1 L� 12" MJxMJ GV N° 0 1 x 1x I SEE C10 a 0 45' MJ ELS a' 4 x ( —12!! OF NEW FIRE HYDRANT r REMOVE EXISTING HYDRANT 4 ASSEMBLY. SEE C10 4 ' ELS — ` 24 D 4 D 4 D \ I I 1 " w �12" w 12" MJxMJ GV 8' e a"w 12"x4" TEE MJ 4`w a'w ✓j c w l L 4" G.V. MJxMJ " 4"-90' ELL a 1 w 1 N �! p _ a NEW METER SERVICE (TYP) SEE C10 NEW FIRE YDRANT f- — — — ASSEMBLY.HSEE C10 12" FLxMJ GATE VALVE 4--4 SHACKLE RODS FROM 12" GV CONNECT TO 4" W USING ELBOW. TO 12" VERT. CROSS. SEE C10 GROUT ABANDONED 4" W SEGMENTS (TYP) 18"x12" TAPPING 12"x4" MJ REDUCER (SEE CONNECTION DETAILS) 2 TEE FL 2 12"x4" TEE W/ MJ BLIND FLANGE 7th AND MORRIS 6th AND MORRIS PLAN t�A1 PLAN /T1 SCALE: 1"=10' C401 SCALE: 1"=10' C401 NOTES: 1. WHERE STANDARD PLANS (SP) ARE REFERENCED, REFER TO CITY OF RENTON STANDARD DETAILS. Wr O" r 2 S ZO 2 U Wa DESWIM 2 VI O J N U B� az a .B suite 6S10xtn Avenue c POf Wq �L Ni v� MVa ` `� DEPARTMENTEASTSIDE MQTER( PInR SECTION RESOURCES DATE: 2001 ao . Tetra Tech/KCM, Inc. suite 8,W ,,,� p� �.� �� s sue+ ® cAPNC17Y RESTORATION PROJECT �a 1917FIrstAvenue 9�'Z'-'82° � NOTED CITY OF RENTON 42320 e Seattle,Washington 98101 206-441-9 80 FAX cr sT tag°a`� ra�e F ~ da�nwo ii 206aas moo F zoaa4 �nHERRERA°,1EA� SONAIE ,�� xinQ Co»nty WATER UTILITY C44 CONSULTANTS hwp9/www.h6ffm m'C0m 1 - "O"f ':t�vn[s +o-m-oi C030703C DETAILS mm aft RIt Allen Quynn - Design Plan Change to CB#1 B Page 1 From: Allen Quynn To: Hiraki, Glen Date: 1/24/03 9:15AM Subject: Design Plan Change to CB#1 B Glen: Due to a conflict with a sewer line on Morris Ave., I approved a change to the design plans. In order for the 12" lateral to make it under the sewer line, CB#1 B was lowered a foot to EL. 118.75. This still allows a slope of 1.3% and provides a conveyance capacity of 4 cfs. Stan Burns, the contractor and I discussed the change out in the field and we all agreed that it appeared to be the best solution. Please call me if you have any questions at 425-430-7247. CC: Burns, Stan i � I j - � � � i - � , ,, , I ` � I � � , ' � � � � I I ' � I I" �' III � II,I h � li � III I� II II I j ! i iME 7,2c? 1j M Ii S ,voT 1D i r ' k1ew I 1ni�1� q(IUrJ tvuv��t rur,,-, tU -k46"Ir. y /N ftR�t'PiL� S 12.vu�t.kC- �f'Ysa-•.f jUcd lei rr,, OF MH 3 3! P/Q9e- SC'Jc ry 14N3 Q ile I 7�,rMEr2v �'I��2(zlS /}VE i P, 3G MIt 5cf ri5tr Gvt Post-it"Fax Note 7671 Date a L l Qtnf♦. 2 TO (0,4 t 0 G rt, From fie Co./Dept.Herr f�A- Co. C i F l yl M Phone# Phone# 30_ �q ry le. jj Fax#2�/ I r G1 Fax# NUT 1-0 L(C b l M11 i 51yne 0.4°la ?,rop 3 IznEx Ex IW, SLee 1n/V. WT 3q CaPPwx ) 117. 5 8 hr�P zw 1�,5� O,y (, I niv use aCfU4 De-5 1. G 14 lrl f t f I G'✓j i" ! �/ 3 8 C D E G H 6 Su��cy,( it tl T I 11 MH 1 TYPE 2 RIM 122.0 II3,�D v 1l7 IN +4*,1@- (42)J; �I I I ROUT 114.70 (2 CONNECT TO EXISTING ` (' - 24' CONCRETE PIPE / NOTES: SEE 4 SEE NOTE 1 bGsu Ex �M� Oar= �1�•IG I ;. ?DON 1. CONNECT TO EXISTING 24-IN. CONC PIPE AT JUNCTION OF 24 IN CMP PIPE. CONTRACTOR 060 � � ) SHALL VERIFY EXACT LOCATION AND CONDITION OF 24 IN CONIC PIPE PRIOR TO CONSTRUCTING / PERMANENT BYPASS AS SHOWN. NEW MANHOLES SHOWN FOR STORM LINE WORK SHALL BE ' � / - ` II; 0+00 . '/ r n - � 54-IN. WSDOT TYPE 2 AND CONFORk TOCfTY OF RENTON STANDARDS. i I r� 1VJ-J SEE NOTE 5 I V 12 t MH 2. TEMPORARY FIRE HYDRANT AND WATER SERVICE CONNECTION INSTALLED AT APPROX. LENGTHS I 0 / SHOWN FROM EXISTING HYDRANT. PRESSURE CAP 4 IN WATER MAIN AS AT LOCATION SHOWN 1 SDMH 05� 5� �� OR AT LEAST FIVE FEET FROM FACE OF SHORING. CONNECT TEMPORARY RESIDENTIAL SERVICE PER CITY OF RENTON REQUIREMENTS. AFTER CONSTRUCTION IS COMPLETE, RELOCATE FIRE LL! I i HYDRANT AND REESTABLISH PERMANENT RESIDENTIAL SERVICE CONNECTION AT ORIGINAL 4 i �L. _ 0.�� LOCATIONS ENCOUNTERED DURING CONSTRUCTION. REPLACE REMOVED 4-IN. LINE WITH 8-IN. 4 LIMITS OF SHORINGLINE PER SPECIFICATION SECTION 02666. I' � � � r, NEW 42- RCP 1 I" Ir STORM UN 1 1 / E 3. REPLACE EXISTING CATCH BASINS WITH WSDOT TYPE 1 CATCH BASINS PER CITY OF RENTON � 2 STANDARDS. USE 1 CONIC PIPE FOR CONNECTION TO MANHOLES AS INDICATED. SET CB d6 RIM ELEVATIONS AT EXISTING ELEVATIONS INDICATED. �V`�L L� 4. CAP AND ABANDON EXISTING STORM DRAIN PIPING PER CITY OF RENTON STANDARDS AT TEMPORARILY 1;" I LOCATIONS SHOWN. CONTRACTOR SHALL PERMANENTLY REMOVE ALL ABANDONED STORM DRAIN 1 PIPING UNCOVERED DURING EXCAVATION OF OTHER STRUCTURES. 0. EXISTING HYDR REPLACE B I� NEW 8• N gf RIM 121.09 5. CONTRACTOR SHALL PROTECT AND SUPPORT 18-IN. WATERMAIN THROUGH EXCAVATION. REFER SEE NOTE p� I OUT 117.09 TO SPECIFICATION SECTION 01195. SERVICE 6. CONNECT TO EXISTING 24-IN. CMP /1 LOCATION SHOWN. CONTRACTOR SHALL VERIFY ;gff 12" TEMPORARY' MONO CONNECTIO'4 TO METER CONDITION OF 24-IN. CMP. SEE SFECIFCATION SECTION 01195. `fARY -SEE-NOW 2 7. COORDINATE WITH PUGET SOUND ENERGY FOR TEMPORARY DISCONNECTION OF 4-IN. GAS LINE. 3 REPLACE EXISTING CB TEMPORARY HYC SEE SPECIFICATION SECTION 01195. SEE NOTE 3 ISDMH O 1 I j 1 LOCATION RIM 121.64 J I - 8. OVERHEAD POWER AND TELECOMMUN;:ATIONS LINE MAY REQUIRE RELOCATION OR VERTICAL OUT 118.64 (12� - - 7 E- -_ -H ~ OHW ADJUSTMENT. SEE SPECIFICATION SECTION 01195. I � i Co 1053 �� i 9. TEMPORARILY CAP SIDE SEWER. REPLACE TO ORIGINAL LOCATION AND GRADE. MATCH EXISTING PIPE SIZE AND MATERIAL. 14W - WIRES- SFF NOTE 8 - - 111 3u) -71 I o I , � I ` ' EXI NG 1" GAS LINEOIE 0RIM`121.74% - IN 11274 (42") 1 O N 11�.66 (12 --ibtORRiS I AVE i N 111,6.00 (12-) CAP EXISTING PIPE d `� (TYP) SEE NOTE 4 I r 5 If 12" CONC _ oHw >---- "W Ia• � �OHW __`� / CONC 4 I REPLACE EXISTING CB I G r ( O I SEE NOTE 3 PROVIDE 12" MH 3 TYPE 2 ) \X/& . �. CLEARANCE ABOVE RIM 121.7,4 (24 \ RIM T2t.24 OUT 117.24'(12")j 1r / t w� WATERMAIN I I IN 114.25 (24") %I � >I� \� �a i � � ��� 1�C- z Z _ a IN 117. 4� (12",) i T o�,� ��� �--- _�--� � �\ � ' 1,:-�- �r� - ,,I � cj� � i�zo I OUT t 12 r jL NOTE 6 0 VI I _ N N e <- CoG omc»m """`° DATE DEPAR TMENT OF NATURAL RESOURCES JIXY 21m l Tetra Tech/KCM, Inc. oM EASiSIEIE a�razc£ProR sEcnoN ' CAPACITY Fdmm AT101N PROJECT FXE No ? 1917 First AvenueLAC Seattle,Washington 98101 cmmi REC«rE ,-s,o• UTILITY RELOCATION PLAN Dit.,, j11 206-443-5300 Fax:206-443-5372 O HERRERA CONTRACT NO. Ian Courty MORRIS AVE & 7TH AVE P 107 t. No. REVISION TE A rJ�t� , 07 8 S UT w CO 41,11 �. 7f IM4E T Ro Scw�iz �tic A N(,T 70 • r�H'� i 1 [ � �'9IFTtMq l��ercy r Sfy/cf�a^f tp G,r�f IN 7t'R�ePrL[ 5iR�crt.,LC- pirsB t. 10c46'C-1. aF i"�N3 Hc/ kP� TF� 3c"pieoe 5e) jw--f b��wo� f�lN3 Ghat I#'y !rS SNcr/ Ot f7D5> po f�CQ s h�� Pi 3G 3 Mil PHI +rlr Scf ri5rr put �Qt -e 4-)f Post-it®Fax Note 7671 Date cj �� pages 51) Su To C6 H f u rt, From lP Co./Dept.- Co. • c'rr - •, C� F enter ProF Ie, Phone# Phone# '2� —L4 3l' - -7.)Y Fax#2v(b` 4`_ �/ge Fax# NuT TO5cAi--- MH 1 Mil � — u 36t� En Ex iw. SI-pe = P P )A)V. �appwx ) 1 17. 5 F Prof T.rJ\J. f l 6.S7 0•q o/( l nl v. 11L-Ib use ac1��( i►' y� 5(A V c� I i 1 &f'v-f- \p j (��Si. CG ��tr, i � 4u M1/ 3 206-441-9108 HERRERR ENUIR CONS. 479 P01 SEP 14 '00 13:45 IT:il Post-its Fax Note 7671 0/ O8901-0- -4- 7o L a From Co. GG C Co.iDOpt. l7 C � Phone 2/� . Phone 4s� [YrTvJ FU# Z� p 7z�J Fax 0 44,, 910 G75 wr IT 2NMW Del 0,�= lflarl�e ftlzt� 6vp R,�- S-/�W/wz F �M4 . �G � C/�� w 206-441-9108 HERRERA ENUIR CONS. 479 P02- SEP 14 13:45 Mri b IYPL • U v I ` IN 117.38 (24')" 4 E 2 - Ou T 117.38 (24) RIM 122.0 ( j ° \FIELD LOCATED q� *-tt&. 3 (361 � � `^, � _ NECT TO EXISTING IN 8.20 (12"). I 24 CONCRETE PIPE t�;Jtf`, T 117. (24) SEE NOTE 1 FI CATED I M CAP EXISTING PIPES 66 If 12' ') (TYP) SEE NOTE 4 CONC I n r ABANDON MANHOLE SEE NOTE 4 I y SDMH_ 1 060 C6 1055 _ 18" WATERMAIN i SEE NOTE 5 ` l ry V SDMH 1059 NEW 36' RCP STORM LINE PORARV RE' STING VD�AN M 121.1 �p ?\ 0T117.1 LIMITS OF SHORING 97 S E NOTE 3 t 8 If 2' REPLACE 8" WATERM C C _T SEE NOTE 2 ` 's TEMF _ - LOCA SDW- 1053 i / 1 s N / MH 2 PE 2 —�2'l IM 2. 1 (36") OUT UEL3 (36") \`J FIELD LOCATE SEE NOTE 6 N 1 MH 1 TYPE 2 o — IM IN 117,58 (24� ` - pHw H 3 PE 2 IN 118.6 (12') l� t O RIM 121.8 IN 118.6 (12") l-J a " our 4s (36") � _ °" o IN 1110.(12 E FIELD LOCATE �(, OUT SEE NOTE 6 Tetra Tech/KCM, Inc. is 1817 st AvOnUOD F r $0BC9fe. Wudffhhe"hl.2g:o.•1$81'Jt 20&443wM F¢c 20&44a372 ON LT 15 a 6 No. DATE RNSiON Bf nPP'D s 206-441-9108 HERRERA ENUIR CONS. 479 P03 SEP 14 '00 13:46 � L ii MH 5 (TYPE 2 2. o IN 117.38 (24) mot'� I OUT 117.38 (24") ° FIELD LOCATED CONNECT TO EXISTING 24" CONCRETE PIPE SEE NOTE 1 CAP EXISTING PIPES NOTES: (TYP) SEE NOTE 4 N 1. CONNECT TO EXISTiI SHALL VERIFY EXAC CONSTRUCTING PERt ` SDNAH 1060 WORK SHALL BE 6( 2, TEMPORARY FIRE H' PRESSURE CAP EXI! C6 1055_ FROM FACE OF SHC CONNECT TEMPORAF METER CONNECTION SDMH 1059 REESTABLISH PERM; ENCOUNTERED DURI o I SPECIFICATION SECT ° I 3. REPLACE. EXISTING t i NEW 36' RCP STANDARDS. USE STORM LINE RIM ELEVATIONS AT \ a- MPORARILY RELOCATE {, ,I V 4 CAP AND ABANDON STANDARDS AT LOC ISTING HYDhANT ABANDONED STORM / CONTRACTOR SHALL 6 r M 121.1 \ i27' EXCAVATION. � � z2ti T 117.t S E NOTE 3 TEMPO R SERVICE 5. CONTRACTOR SHALL TO SPECIFICATION 18 If 2" CONNE 1014 TO METER 6. CONNECT TO EXfSTII N f C C TEMPO SEE NOTE 2 OVERHEAD WIRES CATCHBASIN PIPING. — _ — — —SEE TE-B = SEE SPECIFICATION TEMPORARY Iiyr WRT — 7. COORDINATE WITH F LOCATION SEE NOTE 9 _• _ CAPS ON GAS LINE 0ftw ` r S. OVERHEAD POWER ; - ADJUSTMENT. SEE L• TEMPORARILY CAP _��.— •' -- '� ORIGINAL LOCATION MATERIAL. - - - -- - - LEGEND c EXISTING 4'SEE NOTE G S LINE ® V AVE I DA W - M 3 PE 2 / RIM/1C. 121.8 \116.49 — N IN . .0 02" ° OUT 11 . 9 SSMH 1 C C 1058 `�CB 1057 wo cm t r CME.:ICLD 'tetra Tech/KOM s Inc a LAC 1917 FmtAwnu® SH •� o Bppp�� R=QW0 1 -10 Bede,WeshLvon 9810t ® H EAUR4 c M-, w� tang 206 443-HOC F=.2AS'4-"3T2 CNViRONU(NTAL ��L AP C03070C COwSULTwNTS 206-441-9108 HERRERA ENUIR CONS. 4713 PO4 SEP 14 '00 13:46 NOTES, 1. CONNECT TO EXISTING 24—IN. CONC PIPE AT JUNCTION OF 24—IN CMP PIPE. CONTRACTOR SHALL VERIFY EXACT LOCATION AND CONDITION OF 24—IN CONC PIPE PRIOR TO FOR SIORM LINE WORK SHALL BEERMAN 80 NE WSOOTT TYYPES2 AND CONF RMSHOWN. NEWMTOHCTYSOFHOWN RENTON STANDARDS. 2. TEMPORARY FIRE HYDRANT AND WATER SERVICE CONNECTION INSTALLED AS SHOWN. PRESSURE CAP EXISTING WATERMAIN AT LOCATION SHOWN OR AT A MINIMUM OF FIVE FEET FROM FACE OF SHORING. LOCATE HYORANT AND SERVICE CONNECTION 10 FEET FROM CAP. CONNECT TEMPORARY RESIDENTIAL SERVICE PER CITY OF RENTON REQUIREMENTS TO EXISTING METER CONNCTION.REESTABLISH EPE PERMANENT RES DENTAL SERVICE CONNECTION ATO ORIGINAL CATE ELOCA DRANT D CONSTRUCTION IS COMPLETE, ONS ENCOUNTERED DURING CONSTRUCTION. REPLACE REMOVED B—IN. LINE WITH B—IN. LINE PER SPECIFICATION SECTION 02666. 3 REPLACE EXTING CATCH 2—IN. CONC PPEWITHFOR CONECTIONCTOCH BASINS MANHOLESPER CITY OF AS INDICATED.ENTON SET CB RIM ELEVATIONS AT EXISTING ELEVATIONS INDICATED CAP AND ABANDON EXISTING STORM DRAIN PIPING AND MANHOLES PER CITY E REN TON STANDARDS AT LOCATIONS SHOWN. CONTRACTOR SHALL PERMANENTLY REMOVE ALL ABANDONED STORM DRAIN PIPING UNCOVERED DURING EXCAVATION OF OTHER STRUCTURES, CONTRACTOR SHALL MAINTAIN TEMPORARY STORM DRAIN CAPACITY THROUGH OR AROUND EXCAVATION 5. CONTRACTOR SHALL PROTECT AND SUPPORT 16—IN. WATERMAIN THROUGH EXCAVATION. REFER R SERVICE TO SPECIFICATION SECTION 01195• 0 TO METER EXISTING _ { AP SEE NOTE 2 OVERHEAD WIRES 6• CA CHBAS NO PIPING. CONTIRACTOR SHALL VERIFY LOCATION OAND CONDITION BEST T OF O 24 EXISTING N. P. CM E TE-8 _ SEE SPECIFICATION SECTION 01195. YD 7. COORDINATE WITH PUGET SOUND ENERGY FOR TEMPORARY DISCONNECTION OF 4—IN. GAS LINE. —SEE NOTE 9 CAPS ON GAS LINE FOR CONTRACTOR REFERENCE ONLY. SEE SPECIFICATION SECTION 01195. 014W -- OHW —_ �8 OVERHEAD POWER AND TELEC M NICATIO LINE MAY REQUIRE RELOCATION OR VERTICAL ADJUS T. SECTION r— — ,.•W —4'*—9. TEMPORARILY CAP SIDE SEWER AT BOTH SIDES OF EXCAVATION AS SHOWN, REPLACE TO -� ' C �• .^ ORIGINAL LOCATION AND GRADE AT COMPLETION OF WORK. MATCH EXISTING PIPE SIZE AND MATERIAL. LEGEND PAVEMENT REPLACEMENT LIMITS E CURB REPLACEMENT LIMITS EXISTING 4 G 5 LINE MO 8S�'�'[C� SEE NOTE 7 onw g' 7 \71. Q �� `����T� ►' CONSTRUCTION PERMIT ' DRAWING �y G8 t057 SSMH 1C DAMo m� DEPARTMENT OF NATURAL RESOURCES AUGUST 20DO a EASTSIDE INTERCEPTOR SECTION I ME �`7aA m yrwo, SCAM . CAPACITY RESTORAMOIN PROJECT DPAW UTILITY RE &ION AVE PLAN PI07 Xing Ca"ty MORRIS AVES,EET"0-, ' �L �yvaovev 7C03070C H G Allen Quynn - ESI Project-Catch Basin#7 Page 1 From: "Bill Helin" <bhelin@kbacm.com> To: "Allen Quynn" <aquynn@ci.renton.wa.us> Date: 1/7/03 4:51 PM Subject: ESI Project-Catch Basin#7 Allen- I spoke with Jeff Lykken, TetraTech/KCM, this afternoon. He had spoken with Court Harris, Herrera Environmental, earlier. The size of CB#7 was specifically and intentionally increased to 108-inches. During the review of RFI #2 for undersized catch basins, the design team had discussions with Hanson Pipe. Apparently Hanson indicated that with the number and size of storm line tie-ins, a 96-inch diameter for CB#7 would not maintain the minimum 12-inches of required material between knock-outs. Therefore, they increased the size to 108-inch. Although this was reflected in Revision 1 of Drawing C504, it was not stated on the RFI response sheet or otherwise documented to the City of Renton, which was an oversight. I will fax you a copy of the Hanson Pipe drawing sheet for the 108-inch CB #7. In two places, the drawing shows where the distances between knock-outs is minimal, 12-inches and 13-inches. These dimensions would fall below the minimum required if the size was reduced to 96-inch. Please contact me if you have any further questions. Thanks, Bill Helin, P.E. Kristen Betty&Associates, Inc. KC ESI-1 Restoration Project Field Office: 206-263-5428 Field Fax: 206-263-5437 Cell: 206-406-4303 CC: "Jan Illian" <jillian@ci.renton.wa.us>, "Mark Wetherbee" <Mwetherbee.PO PBPW.Domain_A@ci.renton.wa.us>, "Stan Burns" <stan.burns@metrokc.gov>, "Jeffrey Lykken" <jeffrey.lykken@tetratech.com>, "Glen Hiraki" <glen.hiraki@metrokc.gov>, "Kris Betty" <kbetty@kbacm.com>, "Abdoul Gafour" <agafour@ci.renton.wa.us>, "Scott Clemons" <scottclemons.fccc@verizon.net> JAN-17-2002 10:56 FROM-HERRERA ENVIRONMENTAL CONSULTANTS T-370 P 002/007 F-643 CMM4 DOCUMENT TRANSMITTAL HERRERA Delivery Method: ® FAX ❑ U.S. Mail ❑ Local Courier ENVIRONMENTAL ❑ FedE}C/Special Delivery ❑ Hand Delivery CONSLUANTS Date: January 4, 2002 Faxed number of pages including cover 'L Subject: ESI Section 1 Replacement Faxed Original ❑ will ® will not be forwarded to you Morns Avenue Storm Sewer Manhole Size Project Number: Modifications F___ To: From: Allen u nn/Ron Straka Court Harris City of Renton Public Works Herrera Environmental Consultants,Inc. 2200 Sixth Avenue, Suite 601 1055 S Grady Way 5`h Floor Seattle, Washington 98121 Renton WA 98055 Fax (206) 441-9108 (206) 441-9080 Phone Number: (425)430-7247 Fax Number: (425) 430-7241 Attached are the following items: Revised plans for Manhole 3 (Morris Ave and S 6`h Street) and Manhole 7 (Morris Ave and S 5`i' Street). Remarks: Ron/Allen, the manholes in the current bid sets are not adequately sized to provide room for knockouts for the ABS pipe at the inverts we are using. I have increased the manhole sizes as shown in the drawings with this fax transmittal. NMF13 is close to an existing 12-in sanitary sewer line that I believe the line is AC or RCP. I would propose that the Contractor excavate the sanitary line and encase the two or three sections near the manhole we arc installing in concrete with rebar per the de ail shown. Is this acceptable to you? Please call me to discuss today if possible. Thanks! Court By: Court Harris Copies to: ,,h Jor.mou2 JAN-17-2002 10:58 FROM-HERRERA ENVIRONMENTAL CONSULTANTS T-370 P 001/007 F-643 C0=4 DOCUMENT TRANSMITTAL HERRERA Delivery Method: ❑ FAX ❑ U.S. Mail [] Local Courier ENVIRONMENTAL ❑ FedEx/Special Delivery ❑ Nand Delivery CONSULTANTS Date: January 17 2002 Faxed number of pages including cover 7 Subject: ESI Section 1 Replacement _ Faxed Original ❑ will ® will not be forwarded to you Morris Avenue Storm Sewer Manhole Size Project Number: Modifications To: From: _Allen Quynn/Ron Straka Court Hams City of Renton Public Works Herrera Environmental Consultants,Inc. 2200 Sixth Avenue, Suite 601 1055 S Grady Wav 5`h Floor Seattle,Washington 98121 Fax (206) 441-9108 Renton WA 98055 (206) 441-9080 Phone Number: 425 430-7247 Fax Number: (425) 430-7241 Attached are the following items: -Revised plans for Manhole 3 (Morris Ave and S 6'h Street) and Manhole 7 (Morris Ave and S 5``' Street) as originally faxed. -Revised drawing C505 from the plan set showing new profiles of affected catch basin connections. Remarks: Allen, Attached is the fax I sent you on Jan 4`4. NOTE: The centerlines of the CB connections are shown Skewed in these drawings to force a fit onto the manhole. Under the revision we have talked about, the CLs will be center of structure to center of stricture for all pipes. The Type 2 CB dimensions shown on the 10017o drawings will remain (60" and 72") UNLESS you confirm with me your most recent storm drain pipe sizes have changed since the date of this last submittal. This may require another look at the CB diameters. Please review and comment. Thanks Conn By: Court Harris Copies to: Cranston, KCM nh \beunli111Ur�rrc n/,pra��L14(Jt0.35-OOO�con<>F-emn7lkr�c�ns p!ar.rca city'J rcaron 017402"w z T A N O I N I', O MH 13 REVISION 84" MANHOLE OFFSET MH CENTER 12 INCITES a NORTH FROM CURRENT CENTER INTERCEPT OF PIPES. CB 3B FUTURE 24" ABS PIPE 12" EXISTING PIPE INTERCEPT OFFSETS AT DIM �� II' SHOWN FROM LOCATION OF �� OTHER PIPE INTERCEPT. 3 ii {I m r Z G / m Z a c3 0 H VERIFY LOCATION OFIF ] w MANHOLE EDGIS OVER n SEWER PIPE, EXPOSE 1 -- SEWER AND ENCASE IN U, _ CONCRETE 2 SECTIONS OF PIPE PER DETAIL II ATTACH EO. 6.p Ili 0o spy �a R t ,iurav 3 A / I NOW cuss a LAP, En SPACED 84" 0 MANHOLE 0 PIPE ® � a � Lea� l u Km r� 0 esl g-v sue sP—a o eel s-6' ism W-45 MANHOLE 3 REVISION o PIPE ENCASEMENrr DETAIL �1 T DETAIL 904E 1/4' ' t'-o' - JAN-28-2002 14:33 FROM-HERRERA ENVIRONMENTAL CONSULTANTS T-436 P.001/003 F-790 004 DOCUMENT TRANSMITTAL HERRERA Delivery Method: ® Fn ❑ U.S. Mail ❑ Local Courier ENVIRONMENTAL ❑ FedEx/Special Delivery [] Hand Delivery CONSULTANTS Date: January 28, 2002 Faxed number of paves including cover 3 Subject: ESI Section 1 Replacement Faxed Original ❑ will ® will not be forwarded to you Morris Avenue Storm Sewer Manhole Size Project Number: Modifications To: From: Allen u nn/.Ron Straka Court Harris City of Renton Public Works Herrera Environmental Consultants, Inc. 2200 Sixth Avenue, Suite 601 1055 S Grrady Way 5`h Floor _ Seattle, Washington 98121 Renton WA 98055 Fax (206)441-9108 (206)441-9080 Phone Number: 425 430-7247 Fax Number: (425)430-7241 Attached are the following items- -Revised plans for Manhole 3 (Morris Ave and S 61h Street) and Manhole 7 (Morris Ave and S 51h Street). Remarks: Allen, The manholes are 96" diameter. This will provide 9" of material between knockouts for the current phase of the project. The one exception to this is the connection of the future 30" pipe at CB3 on the NW side. however this connection will be made at a later date. The effective thickness at this location of the concrete will be 5 inches, allowing for a large cutout to place the pipe in. Please call if you have any comments! Thanks. Court y_c/3 3 By: Court Harris Copies to: Bill Cranston, KCM IY r r >Z 206-443-5377 fax .+h \\arntt101Virrromyxn/.DO.OIO?;•00lTrnrrap•undfvF+roiunhrnrlU<r+hnlrxruu.;+i23G_.J+c JAN-28-2002 14:33 FROM-HERRERA ENVIRONMENTAL CONSULTANTS T-436 P 002/003 F-790 cj T • AoIy CENT44 I L-±-Q o r n4vc D 4t s-I FRom 4+95 aic- C056 MI V65 OFFSET 12� 4t79 • - L CAP p� EX I GIN I , I JAN-28-2002 14:34 FROM-HERRERA ENVIRONMENTAL CONSULTANTS .: T-436 P 003/003 F-790 CP7 I Sc oWN I S IPE 12 �,.o Of CONCu�r� / (' AU, N ' CPS I�No OwC Witt acArno I 12 �-� pipe i 5 c I tt/ c FEE-21-02 THU 10: 19 AI�fl RENTON CONSTRUCTION FAX NO, 2066842488 P, 1 King County Department Of Natural Resources Wastewater Treatment Division Eastside Interceptor Section 1 Capacity Restoration Project Fax Cover Sheet RECEIVED F ER 2 12002 To: City Of Renton - Plan ning/Building/Public Works ITILITYS�YSEMoN Attention: Mr. Ron Straka From: Glen Hiraki 684.2442 Fax: 684.2488 MS: RNC-NR-0100 Date: February 21, 2002 Pages: 3, including this sheet Subject: Storm Drain Revisions at 7' and Morris Message: Ron, Scott Clemons with Coluccio Construction has proposed a revision to the new storm drain system that is to be installed at 7`h and Morris as part of the Eastside Interceptor sewer project. The revised locations of the manholes will eliminate the need to temporarily bypass the system during the excavation of the tunnel shaft. Scott said he contacted your department yesterday and talked it through with one of your employees. I've attached his proposal for your review. If it meets with your approval, we will allow Coluccio to proceed with this change. If you have any questions, please contact Scott Clemons directly at (206) 321-8931 (cell). Thank you for your consideration. JI-lu J U'll Glen Hiraki Project Representative If you have any problems with the transmission of this fax, please call 684-2442 nil R11T01!' CGIdSTRUCTCAI inn 110. � 4�66� C4�C� P. FRANK COLUCCIO CON57 f 206 725 4164 U2/ZU/UC 14:DJ Ly .VI/v(. ivV D CC� � odC PROTECT OFFICE �O RFI-13-01-0010 REQUEST FOR INFORMATION FEB 2 0 2002 cc:�I� 13 OI King County ESI KING COUNTY �j K102 G9unttYC2ntract No. C0307Q RFI Number. 0010 Dab: 02/20/02 PROJECT r NAME:: Eastsida Injoresator Prom AREA INVOLVED: 89war Relocations_ SYSTEM: ORIGINATOR, $GQtt Clemons DRAWING NO' 2W722-6306 SPEC.SECTION: P107 DELIVER TO 0100 hiraki, f!mj2 t Reyrosert ative Coot lmparcO 0 Approxlmete Value: 0 Effect Contract Times? 0 Location of Manholes 42 and#3 are within the shoring limits. PROPOSED RESOLUTION Relocate Manholes#1 through N5 as shown on the attached sketch Actual locations will bo based on actual field conditlons and clearance to shoring. Pipe elevation will match existing pipe elevations Elevations for Manhole#3 will be the difference between Manhole 04 and#2 In addition, catch basin 1065 to MH 1080 will not be pugged but will remain permanently and no new connection will be installed from CB 1055 to the new Manhole number 4 RESPONSE Kies County Signature end Dale Paq*No. 1 Of 1 FEB-?1-02 1 HU 10 20 AMI RENTON CONSTRUCTION r i�0• /- c I/- P• 3 FRANK COLUCCIO CONST 206 725 4764 02/20/02 14:53 :02/02 NO:273 nPE 21 IN II).Si (24') r OUT 111.5t (74,) �'rrr rfi r FIL1.0 IOCAt[o "'I• i I SfC NOTE 10 CONNECT TO F'xISTING 'h- -- -- 24, CONCI+CTF PIPE sec NOTL 1 ( CIF' f xISTINC WP[5 I V (TYP) SCE NOTE 4 _ toe.. •, I I; SGI�H _7 :+ r, (� ( r t �— NEW 36' RCP sTORM LINL CLOCATF EXI I NC V �\ ow I (, 4 t _ � lE GOR kv SE.INCE Id Ir �° C"EC'1014 TO METER N I cc c —•..TE,NPO SEE NOTF 2 TENI'O�tYl1YL1 I / LOCATION --SEE NOTE 9 - y-' _ :._-�L .- _ . t - •r-�r. ...ter.• + ..,.�. ___ _. , , _. -._ .._ . ., RR IS AVE S - - �'i- �'. 1�, ExI9TING /' G6 LINE �`i •'' SEE NOTF T IN 11fi.0 (12•) r L ( I OU1 11 14:2 5 FROM- + T-51 2 P 001/001 F-308 DATUMS AND ELEVA'nONS FOR PROJECT 150 .................. ..................... ....... ........ ........... ....... o 100 .................... ...... ................. 200 ................4 ......... o 0 CL 50 wz ........... .... .....50........................................ .............. .........50.......... V) 0 ca t LA- 0 or < z MEAN SEA `LEVEL .3.60 w 6.05 u 6.93 100 u 0 u uscn, kING 50 ........... .............. . ..................... ................. < 0 of 10, post-its'Fax Note 7671 Da' pilgeE mETRO ELEVATION 100 TO From EQUALS MEAN SEA G.S. Co./Dept co, LEVEL. 1929 U.S.C. befZ im 7247 Phone# (ADJUSTED 1947) Phone Fax it itq� 4W 4, NOTES: DRAWINGS ILLUSTRATE THE CONCEPTS FOR THESE PROJECT REFINEMENT DENNY WAY/LAKE UNION CSO PROJECT, THE VARIOUS COMPONENTS OF THEOPING THE CONCEPT—LEVEL COST AND ARE INTENDED FOR USE IN DEVEL ESTIMATE. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION. 2. WITH THE EXCEPTION OF THE DRAWINGS LISTED BELOW. ELEVATlONS SHOWN ON THESE PROJECT REFINEMENT DRAWINGS ARE 13ASED UPON THE METRO DATUM (METRO El-EVATION 100=MEAN SEA LEVEL. 1929 &G.S., ADJUSTED 1947). DRAWINGS THAT USE ALTERNATE DATUMS ARE AS FOLLOWS: FACILITY 2 OUTFALL DRAWINGS — NOAA MEAN LOWER LOW WATER (MLLW) FACILITY 3 SOUTH LAKE UNION GSO CONTROL FACILITIES — TOPOGRAPHIC CONTOUR DATUM ON DRAWINGS :5-1 AND .3-2 IS NAVD 1988 FACILITY 4 DENNY CSO CONTROL FACILITIES — TOPOGRAPHIC CONTOUR DATUM ON DRAWINGS 5-1. 5-2 AND 5-3 IS NAVO 1988 B R 0 W N kND DENNY WAY/ DRAWING 0-2 CALDWELL K PROJECT VICINITY MAP LAKE UNION ' @?AMAdd= .5 r DATUMS AND NOTES r 1 �� _0 Mid C50 cowmol pu;a kn 7- 1 p U;kCD IKCK E C DECEMBER 206-441-910B HERRERA ENUIR CONS. 455 P01/01 SEP 12 '00 09:07 Post Its Fax Note 7671 OF YNE oC ToiQj4y N N� PADNDED 81 NN From Qr s 1c �of Co./Dept Co. � A ^ �} ''7 Qy� $ I tills DRAWI Cr NG Phone a ,/ O 7L / Pnore a 6 y / k b ! o��E� T �1!p i I N'ID T1{EN Fax a I� O 77 L/ Fax 4 ZO& Qr 'I AND ANS MEN toK. �F V7' w I ! NAvD88-1.58+ f I�-WW UNE M• • II I C.M.P.W1W 117.37 CM,P.E NV EEEV■ 117,47 12'S INV E1 EY. 119 9t , 2'ADS SE WNY ELEy- 118.37 12'FM 1Nlt axy. 11843 J + i Fala CONC SE Iw ELEV. 119.13 :J ` C: FLOW-PDSSIBl7 AE1Ml0pNED : 12'COW N INV a". 119.44 ea 1 INV 24:C.T,P.E INY r, - ii7,S9 24 C.T.P.. 1► ELEV- 117.Sg I I A LEV• F °'CONC SW wv 1m. t 20.08 i>.L•.. L. �\t._, �..L•• a.,L .z z� 14E. 0 /9J7 /6J3 1,d m FIF. 124.49 fF 123.20 FF�� I J ' ► t� 1: i i 4 p, n �P CDNORM WAllt ► 12 ADS IW ELEV. 119,69 ° '� �}^ 3- - ► ; _ _ �r 12'ADS SW lfH ELEV NW - 119,7J at- 1 ! +`.-• I - q r�P IY ADS EIWW• 119.77 3 _ I f ' ! . I a U) I iii �\ CONCRETE WAIJ( ^T + ,� FF!e 20,l4 /828 171 CRETE Ingo (' CON Cl�RB IS I 4 CONC N WV ELEV• 178.74 8'� I � CONS S 1t'N E1ly. I18,80 ; 8`CONC SW iM!E1FV 118.77 l � 1 6'CONC E I1N III. 120.50 6'CONC W INV E7.EV- 120,96 I LEGF b ---R/W LINE TYP, D E T A I L O0 . CCW 5 `!- kEw ✓�it"Q,' C.� f SJ RrA�+ Ra SP,Af ' F' 'POSSIBLY8LV OONNECTS An'AWLmI rlek P,Apo �I TO SCUF 1099 1fa>t1i17_Vr (y , 9S,'N AtA.k LAwv �•...I W, rJ CiIICN B4�W..%Q?,,if �. SION A31 I dY 570W CRAW A144VLE fIf�N 123.82 �•\\. N 7 }�Qt ft£t'r4Cat ugnnCt£ (YN S ON SSW SIDE OR SMuMRE �� FIE1D vt'glFiEp 7/18/VD) \,\ \ TEtiFnOAT WAvl0:s °1I 03 WADER WtNotf 1 I ® s7;! 80ReVC;D+T Efi WATER MCI." G•I +YITfR V•tLvs . •� tR('kr0.cgNT 0ETAILo a OAS hWrfR C 1 0+S VAJ Ef I SOO-48-30E' t198' > +N1'fR!/Cv1v£Ar � flfgr4WF R/$fR m t4B1£ N QSbA xta;t B�t t 1`0rphiwf Avn+ z orn' 3 C 1 n N m LL D 1� v Ilk - ac ca 1v 0 0 u U CL 1i T O QI z° -z c m v LL Z J t In o " �• Li : f1 ~ V a. LL O STA.5-60(L1.12 ) 3 MH 6 t V N „_J J 3 Ex. 21" STORM LPT IN€ Mi 2u Crq; dill LLlllL 11111LL111LLllll llll�ll�l�ll LLlll...U AL-&-I AUXI.LL1LL1lllllll� J111i��I�lll�l�llflllfillL lil11i1iLiillillLl LLil LLllll�l \ll�lll��llll�llll llllllll WlY l�t♦lylululul.. lllilllnllllll m 108• CONC METR �I— E 108" METRO 3p I 1 METR01 - a --- ,STREET I � o ER ........ ..—Is" WATER a wv w � � o 4v = ---jam• —_ --------•--- ---------------- ----•-4, GAS----•---•— --- ---------------•— —•—•------- —-—-—-—- PPS •P.P. wm� •RP 6Wv � C.B wm t°4 n o tgl. w� i CAUTION STA. 5+16 UNDERGROUND POWER CABLE CROSSING 3+50 4400 4+50 5+00 5+50 6+00 STA. 5+88 Lt. 20' Abandon Ex.Storm M1 STA. 6+15 Connect fi Storm Drain from C.I. with 8'-6"Cons.Pipe STA. 0+14 Lt.15' Abandon Ex.Storm M1 N Y Q a I ; STA. C+18 Connect fi" STA.2+98 Conne i.i W Storm Drain from C.I. Storm Drain from I with 8-6"Conc H Pipe.p' p with 8'-fi Conc.F INSTALL 24"C.M.P. 45'BEND u r r W INSTALL 12-24"C.M.P. u ; u .r 2 STA 0+34 Connect 6" J W Storm Drain from C.I. J STA.5+50 Lt 20' Connect to ex.Storm O Q with 24'-45•Bend. CL C1 �A 12 DPP EXISTING 21"-24" STORM SEWER aPP. M C.I. INSTALL 509 -24 CORREGATED METAL PIP aY t CMP 7l ' N fl 108" CONC. METRO 18" WATER 18" WAl m y 0 d N C. GAS A. i STA. 0+14 Connect 6" ST,. 6+320¢BACK Storm Drain from C.I. F STA. 0+00 AHEAD h x STA. 5-94 Connect 8" a Storm Drain PLAN STA. 5+6C,Lt,l2' SCALE, I"= 20' Install 54 Storm Manhole -, ��-= NEW 12" Db�l� _ )21. 42 I2I ,42 �2 ,7 7 NOTES: SSMH 1927 1 . UTILITY SERVICE CONNECTIONS SHOWN IN PLAN VIEW ARE NOT SHOWN IN PROFILE VIEW UNLESS RELOCATION OR PROTECTION IS CB 1924 / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . . .�l. TIONS- �= :Slob X�t t t R : : : usi�c : : u . d:2': t>J : : . . . . . . . . . . . . . . . . . . . . . . - . . . . 011 N P- - cN - a Nam. Li to ctiry : . .� �� �� . � . . : : : : : : : : . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : 55� : T: �O UNtr� Q N:�: : r N D: �C�I i3lt -Pier✓ : l:(�N iz.O Cr D: ULtT> : :ffr : � . :12 s Pe : : : : . . . i . : . . M0 ►) :TD : . . lf�1t :(D1�: :6F : : : : ER . ��:-: : N0: ��p�: :�:N �CTt Ns :A �: : : : : : : : : : . . . . . . 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Rti : : . 7 . . . . . . . . . . . . . . . . . . . : : cam,' : : : : : . . :c,: . . . . . . . . . : : : : : : : : : : �19;tr0: : . . . . . . . . . . . `. . . : : : : : . . . . . . : : : : : : : : : : : : : : : . . . . . . .9.�°�: : :'���� . . . . . : . .... . . . . . . . , : : : : . . . . . . . . . . . . . . . . . . . . . . . . . �j; T. . . . . . . . . . . . . . . . . . . i?p, : . y : : : : : : : : : : s : : : : : : : . : : : : : : : : : . . . . . . . �: -� . . � . . . . Ai.T 12 . ' . . . . . . . . . : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : . : ' : : : : : . . . . : : , . . : : : : : : : . . . . . . : : : A : {Z : Gt��� _ . lP �� 'S . . . . . . . . . ? T . . . . . . . . . . :A�If, Y�► . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . . ILI : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : j : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . : . : : : : . . : - - - . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . : : : : : : : : . . . . . . . . . . I . . . . . . . . . : : :R. . ... : : : . . . . . . . . . . . . .:SC , N . . ., - F �.� � . . . 1 +00 . . . . . . . . . . . . . . i . . . JAN-19-2001 16:12 FROM— + T-489 P.001/006 F-251 I I r r-1 1 UOU N X CB 1055 to ( 0 SDMH 1059 AREA TO BE DETAILED NEW 1 2" WATER LINE �21 OIiW a OH _ X X X X 4, W o a„ S — X X ^t MOR IS A 00OH _ — 4 -- — LP i C8r1058 CB 1057 SSMH 1061 t 1 121 ,4 2. NEW �. 4�� � A T 2� W ALIGNMENT I' Post-it°Fax Note 7671 Dal l9 Qf psgoeS� i r To q WYNAI From Co./Dept,&AffdAl Co. Phono# #Z9 rVW �7Z*7 Phone 41 0( w+1 9M . . . . . . . . . . . . . . . . Fax Jf 7 T7V / t Fax# O A(p T4 1 9 RW . . . . . . . • . . . . wg/A :0�: :6v -LV5 : : : : : : : : JAN-19-2001 16:14 FROM- + T-489 P.003/006 F-251 i CB 9 5 67 AREA TO BE DETAI E rl T7 �HW _ Y W � 'Wtit 4 0 of S _ 8" S 2039 K� y SSMH 1927� ? C4 SERVICE CONNECTIONS SHOWN IN PLAN � ' � . E NOT SHOWN !N PROFILE VIEW ? RELOCATION OR PROTECTION IS CB 1924 D. -- I d �` .9 + +;eke F;Maocierf.., yya s . . . • • . . . . . • • • • .:4,d!4M•" <'rX'. • .•. ..,:rt '•• . �:•S*1� _ S� ML,�•'., I N # ,r A ..� �?f e" - 3� 7 j.jl� }� ���hMs'„`"r�Yr ♦t ��"a�ri �4""�'°'�����` '�.b al'hl 7`�C.) f y. }Nt�°'r � ��/ri ,��`,.`s r''1„' ,�r.y'7�.°}.. �r,.+i •t 1 � I , � f"''` Ji':v'� } ['- ` � n �F. 9'C� Y 1'•1. f as k h"yiY!���y�,.� '�a S' f -`�- Y�i a,, -(] ar`o TJ /Y _ r�6Jt�. *' y,. � '� � e a `.y N� ,a*� a 61 � 9��`a� . r� :gel±` •�` r?". 8,�1 Y s� �' M'.' ,n {��hh, �yy � r q,f }�'V ' V ' } .. �{ r ,i� r,i �� •:��a�' ���� • , ..r_ � 'a,.. ' b?dM . � a�.... 3�6�it �lE��R i, I NA, �� JAN-19-2001 16:12 FROM- + T-499 P.002/006 F-251 L-71 OH�A 4 W 4" w _ ��-- n." D - D p 1 - Ell 5 " s - .I S AV S . OHw - - 77\1�1 ( 'ram \m \- NEW 2 -7 NOTES. 1 . UTILITY ' SERVICE NOT ll1f Al }rr 'pIlly • !"L� .. ��. +R 'h. ' � T" xak�i.-a•v�, y a ',. r r a 1�'' �"�"a 1 W � f u �„� c '�xjx' �r` �-it,a ,�... a�''tJf' ^ +i y�r•��J'- 1L�,{ �1y44�s"" k\ �TM 4�i.�; Sr �� 4y� t ��j��t4�u. � V 9�� pY� _�a.l,�l, 4 -' a •V.^� '�fiG/'P I\ra° t'i.�i 1 l.J� }� q,'.r l. SIJ ��11„f ISM' �1 yH' i� >� .ef �:�4•! �.f.`i.' •rr f �:�.T Y'l�lY}l.,`�, a•. t� }..��y{,''le��'f11:Pl�YLd�uS4"fJ�.:�' '7=•� -�kri` �}��_ J�r�'n�x4k•av�{ � y.' �.�r ��lf"h1 µ. �y �,af f y�A� ��;�1.+f v�n,�y ! T'. err A i�r���f'�1'"•i �. ��.�k.-Ayyl\ �`'!�' Yt '�T � •�4�„.,Y2..�h. �.'�l � � �!.".$t '� r�'��.9 �(h. �'nt�� � ' 1 1 . Gp7n;rr4 �d •�a 1 �J 1�,�;;b�2,, �?;�.�. y` I,��s�'��t � �f�;J�y�� "t-,�µlN,�q )�,�;�`°''y � r� � �3� y �Yyr.d�,�� 1 �e�� kP9� fl 4Y� "•�w ?� • ••��.. t�.i 1. ^1`�. q-����J...111'1sR� )v%!}�,},y7.+�� �55"�.�,} '��''�i�1K 1i��N Y. ft �' { i" � 4�1 v r9D z 1J '�Ry t M 11�1,� 1 1�,M '.f•'S �V\C I}�yk '.R^M IN per f. l li•T�� J •�:�,�, +ur. 1?:Y� x�"�9�'1'�r:.�axvv.. ,,,."�i M1,. 9`, {� � '" o 1 \ Allen Quynn - ESI Section 1 - Storm Line alignment along Morris Ave btwn 7th and 6th Aves S Page �.. CC: Mike O'Neal <moneal@herrerainc.com> JAN-19-2001 16:15 FROM- + T-489 P.006/006 F-251 yyV�I� I J , ; ..le� L,/ I ILI I I JCI\VII..L., �.VIV I�Cl. I1V IVJ JIIVVV IV IV r" U--iIV �;ipV �;M.N IEW ARE NOT SHOWN IN PROFILE VIEW � C8 1924 UNLESS RELOCATION OR PROTECTION IS > 'J EQUIRED. sss r � Wq pc :PAP : �!a . ��t : i�T. %4�� . :1 " :3 p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : . 1:2" : -1:1: R:Q P: : : : : . . . . . . . . . . . . . . . �: : : : : : :� : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '.i . . . . �)" . . . . . . . . . . . . . . )71 Ll . ��". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,v �. �. r-� "` . . . . . . � 0 . . � � nn -� �� JAN-19-2001 16:15 FROM- + T-489 P.005J006 F-251 I . U I I I_-I I T VIEW U N LES REQUli . . . . . . . . . RM ,U D : * * . . . . . . . . . c:-z 66016 g �6F. . ' :ASS 77 47- • . . . . . . . . . . . . . . . • . • .-- ' . . . . . • . . . . . . . . . . r • . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . CF . . . . . . . . . . . . . . . . :+� . . . ��... . :A I ,7wi s : : : : : : : : : : :n :�O : : : . . . . . . . . . : : : : : : : ; : : : : : : : : : : Y71 . . . . . . . . . : . . . . . . . . . . . . . . . . . . ._ _ . . . . . . . . . . . . � �nn -- JAN-19-2001 16:14 FROM- + T-489 P.004/006 F-251 \-A T 12r W ALIGNMENT V\ r- > r. . . . . . . . . . . . . . . . . . . . . . , . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . - - . . . - .. . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . - . . . . . . . . : : : : : : : : : : : : : : : : : : : : . : : : :�'� : : ci : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� . . . : : : : : : : : . 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A�- :� ": :W: A:�IQNME ' T. . . . . . . : : : : : . : : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : . . . . . . : : : : : : • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �_:_ . . . . . . . . . . _ . . . . . . . . . . _.,�� : �x -D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �,�� : : : : : : : : : : : : . . . : : : : : : : C D E F J CB IS \REA TO BE DETAILED ��' �` AREA TO BE DETAI E ��' NEW 12" WATER LINE `��, ,1 ,� �� IT ' j� '2 � I M__L4 I . -- — — — — ---- — -- ---- ------- — 70 -r- x - --- - - ----- - ---- - --- iO H -1OH -- --- ----- - --- -- �- , ---- -- V i J� 4° W 4 4 > �4 - - — 11 4IA „ - � -- ---- i -- W- w -W a - D O --- D p I � � p � O r' M o R IS AV S . x�� �� __�, � ; �, ; ; ��� ,2� a 3 SSM� 2039 OH ` i - -------- y� �-- `f- t --- -- -- --�--- —X- X \77 \77\ f Z d G SSMId 5543 CB 1057 SSMH 1061 2! 5 f %47i )2 I ,�t 2 NEW 12" DRAII�TC L , % NOTES: ssMi; 1927 �l 42 1 . UTILITY SERVICE CONNECTIONS SHOWN IN PLAN VIEW ARE NOT SHOWN IN PROFILE VIEW \ �\ UNLESS RELOCATION OR.PROTECTION IS CB 1924 REQUIRED. / 11 -- —�- � 1 ss . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �` __..,. .. __..E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • . . . . . . . . . . . . -45 TIC NS:Qr :S l . . SIN . .5 - P(VP2 Xt� RT35.P : . : - US( : : fzlf 0:2" : FtNt�F�ED. . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOO kU- VAllbN- OP- -thCN - Sf-DEPlE�. 1AM—AC1iNW -fitM - - - �S Ut�r1n fNV�f 0f : : : : : : Grass i ass canc. ` 55 0 I / R m I 4 1 I i zo I Li \ tD ' I + I � W O I rq I k 535 '�'ILLiA.v1S F co I Grass I I t Ste rn ' ' �5 5`9 WILLIAMS AVE ' n I ' ' Chn.lnk � ,O c54 0 _..—.._.._..—.._.._ Conc. U w -� #601 WILLIAMS, AVE S I `� I X X rJ yPost-it'Fax Note 7671 Date i 3� �� pages �\ To T4)r I'16'Vu �, From �f� rt W w Phone# Phone# H�E - l+ Fax#i. _ 7y Z Fax# STA, 53+50 �J 55 + 00 54+ 00 53+ 50 ; . .. . . . . . . . . : . . . . . . . . . : . . . . . .CB #18D, TYPE .2'. 48;, . . . . . . 14 LF 1.2" CPEP. . . : . . . . . . . . . T. '1 ' STA. . 54+04, RT. :1 ' SD ® 0,387 LID ; SOLID LOCKING LID ' RIM :EL. = 31 .90: C8 #18C, TYPE 2, 48 28.14 18" : S IE = 24.85 ; STA. 53+90, RT. 1 ' 28.14 : : 12 ' N IE = 27•.79 SOLID LOCKING LID 35 . . . . . . . . . . . : . . . . . . . . . ; . . . . . . 12" S •IE 2'8.50 . . . . . ; . . . RIM 'EL:. ' = 31 ,75'± . 28.50 ; ; 12" S IE = •27.74 ; . 1$" N IE = :24.80 12" S IE = •28.45 : . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . UGT. . . . . . . . . : . . . . 30 • 150 LF. 12" CPEP SD ® 038% 1 'SS sS CQ #19B, TYPQ 1 0 : 0 S S �-- STA. 54+96, RT. 21 ' . .STD. •FRAME •& :GRATE . . . . : . . . . . . . . . . . . . . . . . . . . . 25 �J RIFA EL. = 31 .78 t 12:' (W) IE = 28.98 12" SEWER O : 14 LF 18" CPEP + : . . . . . . . . . : . . . . . . . . . ; . . . . . . . . . : . . .SID 0 0;3'8% . . . . . . : . _ �n o Li ).2% �— 12" WATER GAS' 6" -V/ATER . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . . . . . . . . . : . (TO BE ABANDONED) : Li It ss 12"; GAS ; 20 LF 12" CPEP SCE ® 0.2% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iJ JD[] Rj7Ld2J3. s. SDMH 1060 Og 1055 SDMH 1059 AREA TO BE DETAILED NEW 12" WATER LINE 12} 5 II I r r N cn o � SDMH 0 1 ---� OHW OH 53 x x x x — -W r. i x - 4 i OH c II ° o — 01w � � r �' � \ J7 SSMH 106' ry I I ��� CB_-1058 B 1 G w I . .,".0 1121 ,42 42. W ALIGNMENT 0 \ �l 4 I �I r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : . ..... : : : : : : : : : ": > : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . : : : : : : . . . . . . . . . . . . : : : : : : : . . . . . . . . . . . - :x: w. .0.. ... . 130 : : : : : : :°°: : : : : : : : : : : . �� : : D — : : : : : : : : : : : : : : : : : : : : :': : : �'f . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : o : : : : . . . . . . : : : : : : : : : : : : : : : : : : . 125 . . . . . . . . . . . . . . . . . . . . . . . - 120 2 : . . . . . . . . . . — o . . . . . . . � . . . . . .. . 115 . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . r . . . . . . . . :s . . . . . . . 1 10 : : : : : : : : : : : : : : : : : : . . . . . .. : :W. ALIGNME : T: : : : : . .. .. .... ... ... ... . . . . .A . . . . . . . . . . . . . �Y PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT Renton City Hall 1055 South Grady Way, Renton, WA 98055 ❑ UTILITY SYSTEMS DIVISION 425.430 7234 Fax: 425.430.7241 ❑ TRANSPORTATION SYSTEMS DIVISION 425.430.7321 Fax: 425.430.7376 To: DATE: JOB No. RE: WE ARE SENDING YOU ❑ ATTACHED ❑ Under Separate Cover via the following items: ❑ SHOP DRAWING ❑ PRINTS ❑ REPRODUCABLE PLANS ❑ SPECIFICATIONS ❑ ORIGINALS ❑ COPY OF LETTER ❑ COPIES DATE NUMBER DESCRIPTION / REMARKS MESSAGE: s< col 14 5/Gv� H v Uy ,icf�'i (74 M 4 (uM 145- t'l'®1 a A.)O-r-6 dL [/ �. L ,1/t' Gi�PtIt� �J ✓�C�Uu� -"- of Lge- C f35 ttX u�'e� C)Yl I Lt P S�vly A ./r3� <`0 r 01 r-y 0� These are transmitted as checked below: ❑ FOR SIGNATURE APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION ❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT ❑ ❑ PRINTS RETURNED AFTER LOAN TO US Copies to: From: IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE. PBPW5001 09/99 bh CITY OF RENTON MON #246 CONC. MON. IN CASE I 1 SMI1�-I�i�S �-7 I 1 I I CITY OF RENTON MON #296, LEAD & TACK INT.4+66.54 (N) INT.4+72.19 (N) �� �� =109+47.94 (E) =106+32.06 (E) I � 3rd mod, 1 I , 30' 30' 1 1 16' 40' N OF CL: RECONNECT EXISTING CB RIM 28.06 1 8" SEWER WITH INTERIM CLEANOUT 1 1 IE 8"S =26.36 - - - -- BASE= 5.35 CB RIM=27.03 ASSEMBLY PER DETAIL #4 5M11N�125 &1 50t LF OF 8" PVC 00.4% SLOPE I 1 CB RIM = 27.25 -- I Laws 1 IE 6 S=25.2 m 1 � � ( I I.E. 24" CMP W = 23.85 m o SDMI RIM=27.67 BASE=22.1 HSE.#544 (24" CMP APPEARS TO BE STOR GE PIPE z IE NW-CAN'T MEAS. CB RIM=27.08 1st FLR.=30.62 REMOVE EXISTING I o: I I.E. 8" CMP S = 23.85 IE 12"S=22.87 IE 6"SW=25.5 HAS CRAWL SPACE _ _ 1 a 3 BASE=22.5 1 SSMH RIM=28.08 � m ASPHALT Paved 1 - D IE 12"W=22.77 I IE S 5=24.78 i > WTR LEV=22.9 IE 8"N=22.88 HSE.#544 SDMH RIM=28.50 D HSE.# 545 1 ASE=21.2 I 1 tol.*4%.0 0.T 111 IE 12"E=22.43 1 qj "B RIM=26.74 1st FLR.=28.44 WTR LEV=23.5 `� I C7 IE 12"W=22.33 > �; IE 6"ESE=25.85 HAS NO CRAWL SPACE - - - gASE=22.4 c� CB RI =27.69 n = 1st FLR.= 29.17 MH 5 STA +66+ �- NO BSMT. 1 I NEW 480 MANHOLE 4+77.2 RT. 157.1 1 = -<I (BASE=24.2 NO PIPES VtS. 1 Ljwri BASE�23.1 (Lawn _ I _ z I ' . -= z 1 I I -SD-� m - - i I _ - I O - -- - \ I Conc. Conc. O + Conc. 4„C I W lI W 4'C.I. WTR. ° F,"�; I Wlll. cn O Ln W Ul O S I / / r� i �� a O SSMH RIM=28.80 � - - - -SD- - - - - SD- -SD- -SG- - - S \ / - - SD - - - -SD- SD- - - - -SD- - - - -SD- -SD- - -�D- - - - -SD- - - - -SD- - - -SD, - - - -SD- -SD- ❑\ IE 8"S&W=22.8 SS SS SS SS ----SS S� SS SS- - - SS SS- SS- -- SS 19 SS SS -SS SS SS SS 12" SSMHIM=27.68 _ _ _ _ _ S 88`40'SC E o IE 6 21.68 3-15.88' o IE CH N E&W=21.58 0 0 0 0 296.22' m o �a m / \ m SS a C-RIM 2 �"-���'� s Ce�'�7SS--""" s Sf�� $6 SS s am / s �1 O x -AkISS (� IE 6 NE=25.56 1,0 0 \ IE 6 W=223 BASE=24.4 �� i 3 BASE=22.3 D 3 - Sp _ _ --SD - -C7 � _ _ - fTl ° o - Conc. un C. Conc. > I - 41. - 1 � I � ( CB RIM-28 01 E' ( Grass U) I 1 mN I IE 6"W=26.6 605 �;) ( 1 3� 600 ASPHALT ASPHALT � S 6TN ST CB RIM=27.53 BASE=25.6 HSE ;. -'I I 1 HSE 1 o 1st FLR.= 28.7 1st FLR.= 29.7 IE 6'E=24.9 I u I 1 $ -+ 1o1.t� et 8.y� IE 8"NNE=25.0 �a►aSl at a.rt NO BSMT. I NO BSMT. -- I I D � MH#7 STA > MH STA BASE=24.1 � � I NEW 480 MANHOLE 1 1 NEW 480 MANHOLE HSE.# 603 1 cn 1st FLR.= 32.5 I BLDG,# 600 `. I o 1 STA 107+10 RECONNECT EXISTING SIDE SEWER 1 1 BSMT.= 24.0� I ' CONC. FLR.= 28.9 \ i 3ca i PER STANDARD DETAIL B-079 PER STANDARD AIL B-0 EWER 40' S OF CL STA 108+60 RECONNECT EXISTING SIDE 1 U 30 RECONNECT DETAIL 7 o EXISTING 8" SEWER WITH N CLEANOUT ASSEMBLY PER DETAIL #4 30 0 30 I ;I in1 6 I I I ptRLF PV ® 7% SLOPE +,I®.Ivt: 619.7.46A ` 0 Cori OF 8 C 0. �NII: TACK IN LEAD ,� - Co r4 (A � •_..l . PLUG AT INT. BACK WALKS. ELEV.- 27.42 HSE. 607 ► ' `'J 1st FLR.= 28.2 3� I 1 HSE.# 611 NO BSMT. 1 �► ® - -1 1 1 1 1st FLR.= 30.2 Conc. CONTRACTOR WILL CONFIRM IF 8" SEWER NO BSMT. } I I TO SOUTH IS ACTIVE. IF ACTIVE, RECONNECT EXISTING WITH INTERUM CLEANOUT ASSEMBLY I II �- - a 1. PER DETAIL #4 (' < � I 40' S OF CL V) RECONNECT EXISTING 8" SEWER WITH � INTERIM CLEANOUT ASSEMBLY PER DETAIL ,#4 � 301 LF OF 8" PVC O 0.4% SLOPE '� V! . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . .40 . 3 cn EXIST. 12" SEWER D : LINE. .(NORTH. LINE). . . . . . . . . . . .. . . . . . . . . . . . . Qr '1.1 R� >Q.y� . . . . . . IOA+SI RT ol.l� D ; -< :ABANDON IN PLACE MH 5 STA MH#6 STA 107+89 � MH 7 STA n ; o m _ :FILL WITH CONTROLLED DENSITY: FILL NEW 480 MANHOLE NEW 480 MANHOLE NEW 480 MANHOLE _ c cn r- :TO REMOVE ALL VOIDS IE 12" W }g,� L%-% 1 IE 12" W i9.i3� i1-s'1 EXISTING GRADE AT IE 12" W Via- LL- 4to r I CENTERLINE OF PAVING - Z IE 12" E i&�8 Z1.41 IE 12" E i+i6 11-03 IE 12" E 46.99 7A.S5 Z A W m : IE 8" S �� Z1°4S IE 8" N 19.i8 zZ.01 IE 8" S i9.$3 ZZ..Sli 30 m ram, . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�g..4:_.p� ��-} ��-A- �� ;- {�-�'-BEER +} a n Rt.. 2a.0% GAP.% 1S.Z.Lo 21W► 2�1. 1$ O _ _ _ - - + " '��r EXISTING 8" SEWER O C O O LINE (SOUTH LINE) A _.. , W L �--t.� 12' SS ® 9-39fr- • .� --- -- i-43; Inn 12" SS ® J -3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m v . . . . . . . . . . ..!69.a•F �12 SS ® 9-31iL+ . . . . . . . . . . . . . . . . . . . . . . . . . r cn _ fmrt m J , • , ' ' I 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -P i I D o HoR � r DATUM( ELEV ti 10.00 107+00 108+00 109+00 ��° N'ti 110+00 DAT10. 00 106+00 o y w I �o�9F2�sTER`�°\��``Q CITY OF RENTON r &S-GUILT IMf0&V4&T10M �SS�ONAL�NG DEPARTMENT OF PUBLIC WORKS ?(UW%oE0 FROM► PLS LT►veto nQl►wImcm EXPIRES 1 SOUTH 6 TH STREET HORZ. SCALE: 1" = 20' (ZCStoomca Im fILG - - --*- ' VERT. SCALE: 1" = 5' n SANITARY SEWER RELACEMENT PROJECT (SHATTUCK AVE. S. TO BURNETT AVE. S.) Engineering o RECOMMENDED FOR APPROVAL DESIGNED: Planning DRAWN: DATE: 6�19�96 FILE NAME: 6403-SRV 4- 27LW Surveying 0 20 40 60 SCALE: 1° = 20' FIELD BOOK: 582 r Penhallegon A sociates ConsultingEngineers, InC. GRAPHIC SCALE �/ _ _4 as-OJILT Wl.a -1 CHECKED: 750 SIXTH STREET KIR D, WA 98033 (206) 827-2014: P.A.C.E. JOB NO. 96403.00 WASTEWATER UTILITY DATE NO. REVISION BY APPR. DATE APPROVED: SHEET: 7j OF: 4 DIRECTOR OF PUBLIC WORKS w wP- 1�-1/q� <J �� ; s - a i��6 a�' WUoFaM