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HomeMy WebLinkAboutD-2988040D I j NOTES N (f) \/ / I 1. ALL MANHOLE FRAMES AND COVERS, AND CATCH BASIN FRAMES AND GRATES SHALL BE LOCKING. N • I 2 CB CURB LOCATIONS MAY BE REVISEDAY BE STED TO O OPENAVOID CU CURB INLETSWELLS AVE S OR VERTICAL CURB INLETS. ALL ADJUSTMENTS REQUIRE CITY APPROVAL Q 3. WELLS AVE S, WILLIAMS AVE S, S 2ND ST. JV MAY HAVE 6 TO 13 INCH THICK CONC. PAVEMENT AND / OR 6 TO 9 INCHES BRICK UNDER THE ASPHALT. I M u.H. wu-wxm 4. CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES WHEN WORKING LE 6' 5E-36.2 � z NEAR SEATTLE WATER MAIN IN 2ND STREET. CONTACT SPU 48 HOURS BEFORE 1ST SAVINGS BANK I 30' 6' N.E.-3e.2 BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU U x IE 6 E/W..-3J.J ! j BLDG_ Y 201 -20% r ;� PROVIDED INSPECTION. CONTACT LAKE YOUNGS OFFICE AT (425) 255-2242. qN F o -4 Ei /r SPU SHALL BE GIVEN ADVANCE WARNING PRIOR TO THE CONTRACTOR EXPOSING SPU PLD G e2 WATER PIPE TO ALLOW SPU THE OPPORTUNITY TO INSPECT THE PIPES CONDITION. SI R ASG.ARY r LG R US CB -3B 3 1311 5 u C '.'ED PREVIC' REMOVE EX CB, LATERAL 1Sr SAVINGS BANK 1 0 0 I�I�,L_ uo:v BLDG. ry 225 ADJUST LOCATION AS NEEDED Bank BLDG H 201-207 I RL:.-43.es \ FIN FLOOR =43 0' Oil -Water GRAVEL Ili" A NO BASEMENT ' 1 131 DG. zz9- z27 /2 I Separator j A6PHALT ILS (BLDG- A 23'. FIN FLOOR 43.2 BLDG. I,.' 227 \ j Iw� \L�\�\\ \\ \ \ 'J BASEMEN4i0 P/R OCCUPANT BAPERTHFR -43.1 \ BSIRHOCEMENNib z 5 ` ASPHALT ExCB RIM=41.40 ' t L Co. RIM -4127 RN FLOOR - Il IE 8" CONIC W=39.2 - y LBASEMENT E 40.6 tl- FLOW FROM BASEMENT �� / 0 asaNaLr IE 8" DI S- 39.63 pum CLOT A,PHAu N FLODR=43 \ \ \ oN o Li °j bZ - ,� �E aPCGIC N k .TERd--- - --- JGTD. Q-- - --FD ----- =6D='� -- - - I - \1� _ CB -4B err -I -b OIC was. o b hT`% © ISI -r o.- --F.o.-ry � - - -_ I:a %... - _- _ -- - q� Im SS-- -D _ 5 --�- - ] - - -- c __ _ -_- _IA OI °29'08'. _._ (F" oracnviacol c -_ A case w�cv�ECB-1B j sD i; _ _ _ H D 6 560.16 - ' v i _so - _ - 50 -SDS _�_ _SD_ - noarvoouEo 6" case e c -re � R OVE CB ro REMO EX CB,y - - - 3 - _ - M sD CB 2A 1 6 CI 6" DEC. �.i 6 OEC. 6- DEO. �� PpVG :IAIk 6 OEG. DECD fi' OCO�� 6 L,7. III I 1 3 rB%wL0 2L\2.8L \ LDG „234 \ r3 -IN # 230CB-4A \ BM FLO,OR2423 BLDG. ,y 220 \ BLDG. �� 212 \ \ \\ \ camc 'mnLx 1� \ o \ FIN Loon -43.3 \ VIS --- UP ANT W/ BASEMENT TO A FIN FLOOR -43.2 v " BLDG. y 210 CB -1A � _I ,�-{-r= \ BLDG 232 REAR OF BLDG BLDG. " 216 FIN FIG 43.0 FIN FLOOK=42:5 REMOVE EX CC ' Ij C No BASEMENT LOWER LEVEL ® E 'A v Pn. - FIN FLOOR ¶r _ \ FIN FLOOR -4 DRAIN W/3' PVc PER OCCUPANT PER OCCUPANT AND LATERAL TO SIDE AIR TYP. NO BASEMENT SIDE BLDG I I (27 a' c S.D. M.H. wM 42.55 E. SIDE ROAD W RESTROOMS I LE N-40.2 L IE 6' E-40.2 ELEV: 40.4 IE 6• N.W.-39.9 I BLDG. 206 V� FIN FLOOR -423 E 6' SON. -39.1 CB -3A e• canc 6onaM -3zzt REMOVE EX CB J AND LATERAL SDMH RIM -42.10 J) 10 e. RIM #230 PRIVATE DRAIN LINE #226-224 O3 IE cL CH IN 1z• s/w-3z6 1 01 LE 60 W.-41'2 DRAIN TO CB Ex CBs ROM ROOF o BETWEEN BUILDINGS, TO I III CB PUMP BEHIND 230 (ROOF?) TO GUTTER (typ) z Ica:c. / # nsVnnsT - CB -3 �30ti 30 STA. 22+93, 6.6'RT CEI '� ^ m CB -4 / N REPLACE EXIST CB STA. 23+69, 6.6'RT ___L____ I I I REPLACE EXIST CB � I 30, ------.1 W TYPE 2. 48" CB 2 I BM q66 -56.B - . I W/ TYPE 2, 48" CB CB -1 SET HSLD SQ. IN BK STA. 21+87, 6.6'RT EX 12"N IE- 9. 39.06 AB RIM EL= 2.87 42.78 AB STA. 25+41, 5.9'RT OF SIDEWALK ®SW COR. INSTALL TYPE 2 48' 12"S IE= -3 0 39.16 E% 12"N IE= 38.48 I INSTALL TYPE 2, 48" �±��6/jj RIM EL=42.0± 41.97 AS I 2' SD. COLUMN EL=43.04 RIM EL= 2.9 43.00 AS 8"W IE=3 0 39.16 I EX 12"S IE ± 38.68 EX 12"N IE- 7.7 37.77 12"N IE='"'1 39.40 8"E IE= 9.5 39.76 12"W IE=3 8 38.78 8"W IE -3 . 0 3.50 O 8"E IE= 9.5 39.08 EX 12"S IE 37.87 12"E IE- 39.50 CB -2B 8 W IE=3 . 37.97 14 LF 8" DI ® 3.427 Not installed due to Conduits 233 VIE IE- 9.0 37.97 22 LF 8 DI ® 4.369. 25 LF 8" DI ® 5.40% 9 LF 8" DI ® 15.69 ____.. ............t2_LF .12".. QL.®:LS, 0.2%......... found under wrt __.. __ .. .._ :... .:.. ..--: C8 -4B ....... ... : .........: .: cB-36 CTAW22+.:.:. ...... ...... ... .. .. ... - .. ..... ....... .. CB -4A .........:.... ... ....... .. .:GB 2A:: ..... - STA 18.4 LT STA.22+60 18.0 LT STA.22+8 19.3 RT - .... ..: STA.25+41; 18.8'LT 22 LF 8 DI ®'Z>zJ 277 10 LF 8" DI: ® 176%- -INS. ALL: ISO REPLACE: .::: STA.211+90.8 2}.5 RT :::::REPLACE EXIST :CB : :REPLACE: EXIST CB :: : - - - - - - STA:23+69 18.8'RT - - - - REPLACE EXIST CB CB -1A' ::.. ....: . . . . . . :. INSTALL: GO,NC.IN[ET::.... ... - . ..... :::. ... - - .. .... .... . INSTALL CONIC INLET ..... . ON N Y . ... ... .. .. - :... ...:.. . . . . . : 1--__.. -- = . .. - .... .. ..... ::.:W.0 .GHEE.. :: :: .STA 25+1 .. - - RIM EL _ 42.36 AS �-}- _ W/ CONIC INLET _ W/ CONIC INLET - - .... STA 25+41 }9d'RT:: - - - r .... � ... .... _ ........ ..RIMEL=... 41.79 AS i ....... � ... .. - 8-E IE ._ _ _ 40.56 _ : _ .. .... ::: MIN LID -1 INLET FRAME RfM. EL- _ . ..42.10 AS ...... :.. .:...RIM EL- 42 04 AB' _from - " RIM EL _ 41.47 AB - --- - REPLACE EXIST CB' ' - Ex Sepa:Bank �: : - _ 40.19 " : " " " " " " " "8"E IE "_ "39:57' : " ..... ..:... ... . - - - - ... ..... : RIM EL= '42.02.AB ^ . _ 40.81 - 8"W IE= 40.24:. 8 W IE�� ..... ...... ....... ... .. :: W/:60NC :INLET:: . :.... .. ... 12"W. IE � 39.52 :.. ' .. E IE- 9� .. .... .. o0 -water' Separator ...... ...... ... - ..RIM ? ........SDMH.RIM=.43,1@ ..:.:.:. ...:.:.:.: ._.:.: -.- .:.:.:. :.:.:.: " IE .3 ...:. .:__.:.:.: ....:..:.:.. PGP .:.:.:.:. ... o: - EL= 4133 AB ... ......:4:©... -UGI .8E IE= 39.67 ..........:...... UGT.:. .... APR%:' 40::........ .., ... ._ :: UGI> 40 .:. __... ...... .. N�IE- .. .. ...8"W'IE= 3973...... 40 ._... .,......8 .:. X396. . .... IECL CHAN8 E/W=37.y - ..... ... ... . ::.........:..LOC. ARPX.:...... :.........: ...LOC. .:.........:........ EX i2 SU .... .... o .. ..... .. . oc- APPX- �4"PVC .N IE -39.7 - CL JNK --. LOC APEX - Jib-yiY� 6' co 10 .....I DE'S E)_ .... .... ... _ .... ....... .. . EL-UNR ..... UGP.. ... ....... .EL UNK ... .. ..... .. ... .... .... .... ... ... � .... ..- ....IE 6"CONIC NEI ..:.... .... ......--....: :: :� .:::. .... ... O. ...... .... UGT ... ..... ..... .... .... .. .... ..- jf :6 ',J. : FI LINK U. 9` � /Byi)aID' .... ... .. ... ..... . . .6 G .. O 6 W .. .................. ... 1 - ..ABNDND ..... .. O 6 V ....... ....... .... ...... LOC APPX \UGp...... .... - - - oc APPx .... .. ....:... ....:... ... .. i:. .:: .... .. .� " .:. :: " ..... .... - .... :...... .:. EL .... --- OEACTIVE 8 S ABNCND 6 G 0 12 W- PO THOL.. fi G _ _ABNGND lNK :O: .. ..... .... - - - . ..EI 'UMC( 12"W .. .. ... .... .. - _ ... .... .::EL UnH 12"W:: 'L0. -'PTX - - ..... . ... ... - - - NEVJ NEW .. .. ... .... - DEAci VE B'S :. NEW :.:1 5 TO. FOG .... DEAL TI VE 8S.. NEW:... ..... ................. ....... .:EL ULK. ... .. - - . . EL RED NEVI..: 1.7 TO 'TUP EL UNK NEI':: .. ..... ... .. G G :12'W .. .. .. - - -..:.:_lH .T.... - .__. ___ ___.. .. __ ___.._..... ........__ _....... ..... .. ... - .: POTHOLE .RESULTS ... ......... ........ ......... ....... ....... VE 8 5 6"W: 20' TO FACE OF CURB, :_3.3' TO TOP PIPE ::: ::: ::: ... ::: ::: ::: : : :.. ... ... DEAG,I NEW::: - .:UCP: 0.5' TO FACE of CURBP:-2.5 T0. TOP: PIPE ... ... ... ::.... .... ... .... ....... ....... ....... ... ....... ..... ....... - - . . E�.IYJK NEW - :.........:.. .......:.........:..... (2p ITE CONDUIT)...:. : ... ....... ...... ....... .. ....... .. ..... .... ..---.... _I ..........................- ............. ..... ... ..- .. :: ... : .:,I :: ..: 'CONNECT NEW CB ::: ..: .: :. ................ . .... .... ... ... .... ......... ..... _..... _... .____.. .___ __. ...... ....... ......... ................ _. .__.. .___.. .__.... ... ____. ....._..... ........ ..... ... ._ .. - rI �o 45 . ... I _ ... ...... ............ ... - 45 s: .CONNECT NEW CBCONNEGT NEW CB- .... .... ....... ..... .... ...... .. ....... ...... .... ...... .... ....... ot:E ....... ....... .. ..... .... ... ... ... .... ...... .. ...... ..... : TO EX SD. 2. LOC TO EX SO 2' LOC)�`__ o -� -. . - . - -. . - . . - .- . . - -. .... ... ....... w - - - .. ...... ... - - - - ... .. ... ....... ........ ��: .... ..... ..-.. .... .. ...... .. ....... ...... .... .. .... ...... .... ... zo a... n \4FF ... ..... .. .. ....... .... .... .. ... .... ... .. Ijs F _... __ ...... ......... .....L... __.... __. pp _. .. .... _. 40 i ,z so ..:.:.:. -40 FX - • s - __ _ __ E%125D- ' - .. .......: ...... ......12 'CPE.'®Tiil>. 0.23%:. ... ..... ...... ..... ... .. .... ...... .... - ._- ,... .. . r T 35.Ll --: 5 M RIM --42.55 ..:. ....... ....... ...... .... .. ... .. ::. .. .... ...:::: .... ...::. .. .:: ..:..... ... ... . .. .. ..... .... ..... ... ... ...... ...... ..:.. _ ::...- IE 6'N=40.2--.-: ............ .... .... .... .. .... .. .... .. ... ... .... .. .... .... - ::_:...IE:6�E=40.2--::i - ..... i.:::.:: i:::::: :::: :: .. :.. ::: .::::::i ::::: ::::: .... ... : : ::: `o ----. IE 6}NW=39:9...:.........:. .... .. .. :.........::... .. .. ....... ....... ....... ....... ..... .... .... ... ..... ..L .::.. .... -- o IE: 6� SW:39:1---.: .... ..... ... .... .... : : .: .. .. ... .. .... ..... .... ... .. ... ... .. ... .. ... .. .. .. ... .... .. ... .. -- v.... .. ... ---- 30 - - 21+00._... 22+00 D 298804 23+00 24+00 25+00 U N a' 3 " CENTRAL BUSINESS DISTRICT �m m 1 •,=20 xoR¢w'. x'n 1em/,9si �� 3/14/05 RECORD DRAWING ��� CITY OF ORIGINAL SEALED 3/15/2005 6RWM:°C \ mk RENTON UTILITY REPLACEMENT BY LYS L. HORNSBY RECORD INFORMATION PROVIDED BY SURVEY 3 AS -BUILT: Revised CB Locations ar sury u ated DWC 3-31-14 DWC DC oeuw AND OTHER INFORMATION PROVIDED BY CONTRACTOR elevations (ABI redraw profiles, romoved old in o, other leanup c anges. CNEGaII. O1E N°' DATUM Planning/Building/Public Works Dept. STORM SEWER REPLACEMMENT D-1 23169 � If NJ! CME MM NO. REVISION BY DATE APPR ARRRwm saLE 1NCLYsun: WELLS AVE S (S 3RD TO S 2ND) 4 oR 12 �jyD-21388D 1 � � p Z n00 M O z m� =z> > D 3 o z N � m m Z M i 0 w m z Z m n � \/1 p mo n00 M O z 9 a =z> > D loty o z N � m m Z M i 0 w m 0 Z NNmm m C a z M W m 3 03 z R1 z M I I C r \/1 S n00 m z a =z> > D loty o v, _ N � m m Z M i 0 w m G aanrn BID oao NNmm m 7 z M W r S a M o D G nN 2