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HomeMy WebLinkAboutD-288411E I ®I,L 1;,� F R Co 8, SCANNpO -MAA 6 2003 w wz U C w O w C)a W C) 13- U U M a- 20' 10' 0 20' 40' m O W N n N MAN U Na o� 92 O m ++ OD <} �� „mj rb Ql M r N m 11 m m N+ V J M M pp ' 11 Z N N MO d• tD LL) (D. N+ N+ 11 Oi W .01 �p <F J M z zz W Ys m {, U r13 F a Hr Mij� N Gri U DJ GO J MN] U. z F W ¢ 11 11 -10 m P ROADWAY & STORM DRAINAGE NOTES NNN N� Z N �`- JS O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH u u ¢ d d d d x F x ww �r Urn w N "-' v u~i C) V cn it �-' w ' - - rn W z8� z V_ ul BASIN,' OR STORM DRAIN MANHOLE. O CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM Z zP f/ 14 MONROE AVENUE NE` 7 4 4 4 - - - - - (n DRAIN PIPE WITH FERNCO ADAPTER. O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM :DRAIN PIPE TO �F L1 z N' _ _ ` W W NEW CATCH BASIN. ® i 7 a_ - - - _ - - - - ❑ co ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM U o - - - - - 12" CC -1!2" CC D END OF EXISTING STORM DRAIN PIPE. IS` N 0 �5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE •ETHAFOAM" 111 �, �� D o 6 0 PAD AS SEPARATION BETWEEN UTILITIES. 12 C G - `-- D 5 D D 52 + O6 CONTRACTOR SHALL REMOVE AND WAST'EHAUL °,EXISTING - STORM DRAIN PIPE. S 4 D 2 �_p 5pt0U D 51 +00 t- -.._ ._ - - 04 O 7 CONTRACTOR SHALL ABANDON STORM CATCH' BASIN OR MANHOLE IN PLACE. O ® O pp ■ D 49 +00 __ _T- - : -. - - - S -- S- S Q s Q CONTRACTOR SHALL POTHOLE TO VEP.FY DEPTH AND LOCATION OF EXISTING _ ++ 00 _ - -! =• F h . -_ S S 2 TC^ W ONFLICTS W17H WATER ,LINE. IF THE WATER LINE C THE 'INSTALLATION OF THE CATCH BASIN, THE WATER LINE:SHALL BE' RELOCATED PER THE CITY` 0 N EL x i N II II ni 3' fl �j _ - S g loll (i) SPECIFICATIONS.' �_� r o: • - ip^ W Lu O CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING _ > � a w Y 00 F ® " ROCKERY. COORDINATE WITH LANDSCAPING, BLOCK WALL, AND/OR ci IL ui IL ca 4 fl �. - 4fl - -� J PROPERTY OWNERS. 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB: o 0 w x a °a ® Lll - - _ _ AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR 70 INSTALL Z _ J - - _ _ - - 14 14 \ Q CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.: T7 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN,' VALVE BOX CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP- CL 3 ANY ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR of a TO COORDINATE. F„ a a 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. Q > v a r- Z SEE DETAIL SHEETS 24 & 27. of - iv w O s f N m 13 SAWCUT EXISTING' DRIVEWAY FULL DEPTH AT 'LOCATION TO BE MARKED IN "ro w_ 0- m w N o? I r 1 N a m 1 ° 9- rn I THE FIELD BY THE ENGINEER WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND oz rn o° p M� APPROXIMATE LOCATION OF m {I N +-, A OR EXISTING STORM SIDE SEWER. m "� O N+ II ro � + °n o a m n m 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR 'CURB, 'TO w j�� CONTRACTOR SHALL POTHOLE N w z w' / T6 VERIFY LOCATION ! �' Z q w 11 N q r J M' n ¢ u AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR INSTALL CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. ! -00 VI KW. W iR W(n �� 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE. W 0Z AND /OR' LANDSCAPING DURING CONSTRUCTION. 16 VACA T VACANT. :.........:.................. .........:.........:.. .......:.........:.........:... 1111..:.........:.............. - ... ....... ... ...- -- -- ........ . ....... ....... ;1111. :� E . ....... :.........:.........:...................:.... :..... .......................:....... ....:.........:.........:...... .....................:...................:........ .....:......................... ...:....... ............:.. .......:...................:... .:.........c................... ..:............................ .... .:.........:.................. ...;..,............... .. 1111:: .. .... ....... ....... 1111_ .;. 1111- 1111••- ....... .:. .:. ... .;. 1111--- 1111.. 1111... .. - • - -. .... .. ...... ..... . :. .:_ ... . ; : -- 17, CONTRACT�t SHALL REMOVE PROTECT,. AND REINSTALL EX 11NGI FE IS NCE. z F. 5 a o ................................................................................:......... :.........:.........:.........: :.........:..... :.........1111 :.........: ......... :.........:.........:. .......:... .....:........ ... ................. :.... ....:.........:.........:.........:...........-.......:.ING"GR..:... ......:.._......:.........;.... :.........:. E, TIN .. QUND _......... :.. .......:......... :.........:... 1111-- : ---......;.........;.... 89� :. ........:.........:............ ....::::: : ::li:: ::: :::::::.ntS..G..R.............. ............................ ............................... EL•Ei44T1 ©N ........: ..................:....:..............:............... :. ........:.........:.........:.. ................:.........:.........:.. ca.....:.........:.........:.........;.. .......;..........._.......;... :.........:.........:.........:..... ............................... ..... ...................:........... 1111. 1111... .. 1111-- 1111... 1111... 1111... .. 1111. 1111.._ :.........:... .... ..... :: ...... ...... : :::: :: ::::::: ::::::: 1111-. 1 1... ... ... : .........:......... ..........:....... ...... : $96 -• ....:.........:.........:...... ...... ..................._......_.... _.:................... .......... 111:1.. 11:11. ...:... 1111... - ------ ....... ....... 11,11.::..... ..:------- --'---------=------------------ 1111... 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING G SIDEWALK, PAVEMENT AND/OR OR CURB 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION N CO CR A - :1111. 111:1 .............. :.........:...................:...................:...................:...... • .........:.........:...... ...:.........:.........:....... .:.........:.........:....... ...c.,.......;.............---- .........-•-=-------..:-•------ _ 11.11- 1111.. 1111... 1111... SECTION WITH CEMENT CONCRETE CURB 0 IL C ND S ET E I SECTIONS. SEE DETAIL SHEET 0a :.........:.........:..:..�.. .. ::::... .. .: •.........•, .. ...: ... ..:..: ...... 111:1. ... ....... ....... ....... 1111-:-- 1111- :1111 1111 : ':... ._ 1111... S II 27 :............ .. .. i. � -/ f-i r•✓ f f l` �\ � 1�\�� \,� \i..ti ............... �\ .� \,� ...�.. �' . �- �� \, \� \\ „^ \i \r \\ . \ : �. �.\ �\ \ .. ......... .� \.`v�.i\:� \. \- .. v�%it ./.\ l : _ ... ,.. •- -..... -. - �..... _ -� .. :. / / / yt `/ �/ ?./ ' /.h`f! /�.1>1�f1.%/✓,�f�' %/, $!® � __. -- - - 0 CONTRACTOR SHALL REMOVE. PROTECT. AND 'RELOCATE EXISTING'' SIGN. 0 w S90 .............. . ........... .......1111....... ; .1111 . .......................... .... . :.........:........:......... :............... .... ....................................... :......:...... ... :.........:.........:....... :. ...... ..... ....... ...,_...........:.............. .:.........:...... :. .. 1.1.1:1..- .........- ...:.:.:... : .. 1111... .........._ ........... 11.1.1..... .1.1.1.1..... 1111.._ 1111..- 1111... 1111... 1111... ... . = 21 CONTRACTOR' SHALL FURNIS ALL r H AND INSTALL PLASTIC STOP BAR AND/OR - Ixr; pSte- w - :.........:..... .. 1111 - - - • ..• --. ...:.........:......... :. .. ....:.........:...... ..:......... .......:......... 1111 .......:........... 1111.. 1111.. 1111... -- 1111-- ........ ........:........ •1111- 1111--- 1111... 1111... CROSSWALK MARKINGS :................... :.........:......... .. .... ....... ............. ;......... :.........:........ ..... ..:.........:................. .:.......11:.........:11....... .:......... .......:.........;.......,. ;.........;.........;.........: 1111.... ........._....... :. ...... ..... ..... ....... ...... ....... : - -- CONTRACTOR SHALL RA 'ALTERNATE' PER ® MP 385 ................... ........ . ......... :.................. .....................:......... 1111..., . 1111• . . . ....:.........:.........:...... .'-- '-------.: ..._............ ._ :...................:.._... ...:.........:.........:...... ,. :... ...,..r....... >. :..::.... ,..............._........: ::... :111,::1 : :.:....:... :..:....... ... :............ .......:................:...... .:.. :1111 :........ '': ....; -24, ....:.....::.. .:. :........ ', .....:,:.....:. _ .. .. .. :1111 • ,142' L• F: -• <2+Y : CPEP • 111...:_.........._....1 :11:11.. .:...11_1_1.._.: ..'.:..... ....... .,1;1:11 .....:.... :11:11... :... .:::..::._,._....:.'.;......;:. ::1111 e :... 1:111. :. _ : •; E'5 =0.3 150 h F. 24 .CPEp•STORM•I�IP .. -- .... c . -- -• :1111.,:[:::: 886 _... -• S'TORM PIPE•5ca Of136 ................ :. 221.1 F..:: 24. eP�' . _ ...: :. -. :.. CITY F RENTON STANDPRDHPLAN N,O.T005.CURB 3 CONTRACTOR -SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH 0r BARK `MULCH:' nr L I m a� :......... 4 ASPHALT CONCRETE NSI71 0 TRANSITION CWIT}i CEMENT ASEC110NS. ° � q a :111....1. 88O ; ::::::::::: ........ :' : :.....: EX.. SANRARY :1111...,,, ;..:' 1111..:.......,. _ . .. L , ..... ......... ....... ; .......; ...,... T Y, SEWER EX..SANI AR .......... , • ...... :.. ..........: :... :... .... c S80 SECTION CONCRETE CUSTALL RB END; S CONTRACTOR 'SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK � � @ � o o • w a 1 1 ................. 1 ::.1 .. . ; , . - - .: ..... _.. _ ...... ...... .....: ::. :..........;..... .1.111 . ..........:.... .... :........... ... .... ....................:.......... ..::.................. ...........:.........:......... ; ; ; :................ ::1:111 ... .......:.:..... :..:.,............ : :.., . :..: ASIDE r s 5. s,- x :1111 ....:......... .. 1111 .................... EXIST-, GB :STS. 48 +08;.........: ........ :1111.. :.;....... :......... 11:11. . 11:,1,•1''.: ....:...... 6 REMO SANITARY SEWER MANHOLE :.........:.......... :.........:.........: ;.. ........... 1111 E ........:.. ... .CH.NO; 28.., :...................: .. :......... 1111.; 1111.. .:.. ......:.........: .........: ..................:....... .......... ........:................. .................. :....... ........:................. . CB NO .28 . .. .. ' ... ... ....... ...:..' 11 ,111,1. ....... D N DRAIN PROXIM © APPROXIMATE. CONTRACTOR SHALL POTHOLE .................... 8%8 .......... .............. ................ 111:1.. ............. ........... ^. :. 1111 .. .:.........:.......... : :' :1111 ...............: t0 ?1dAT] t2 ......, .....�Q...... :................. 111:1... ............. ........ .........i::::::: .. 1111... ... :... :::: :, 10 °W .. ...... ATER; 09Ei ... , : : ... ..... 1111..- 1111... 1111... 1111... .1.1.11 .1.1.1.1..... s%8 TOCVERIFYOLOr^A110N.G W Z :.........:.........: :.........:.........: 1111. .......... ........:.. .. ;........ ........:.. .. :.. .. _.. ...._, ... ..1:111 ..:. .:.........:.........: 1111 ........... ... � ...:....... ...................... ....... ...... ....... ..... ...... ....... ..... ..... ........:................: ........:....... :... '... .. .... ... ....... ....... 1 1. 1111... Z :.........:.........: 870 ..........:.........: • :.........:.........: :.........: �.. :1111 ... .:.........:.......... ........... ... ¢ :1111 ... .:.................... ........:.. ... :..... :. �... :....... . :.........;.........: 1111.... :.. .1111. :......... ................................................................................................................... ......;.. 1111.. 1111... .. .. .. ........ . 111.1.;.. 1111.. 19.hF - d2..p1:.::.i:::::::: .......................... 1111.. .:.........:....... ........ :.........; 1111. ............ .......................... ............................... .......................... :: ........:.........:....... 1111 1111 _ :.. _ :: 11'11.. ::.•TEL:.. 1111 1111 11:1:1.. ...., :..... ... .. :.. .... ... ; :. .1111... ........ .........:.:................:.. ................:...................:...................:...................:..... .. :::. '14:LF.. :12::'DI::..: ..... ....... ....... ....... .:. .:. ... ... ...:......... :.........:.........:.........: ..............:................ :. $70 z _ g 0 =' rn 01c + ¢ ~ 3 � WLM Z � a J rL. :.........:.........: :.........:.......... ........:.. �.....;......... : ....SfORMiPIPE......;.........; ...27•LF - 12 --GPEfl .. 1111... ;1111. - ......... ........:.........;......... ........ ;.........;. 2g.. .........; ........ 1111.. 1111.. - 1P GPEP ....Sg: .. .. ::::::••S TORM'.PIPEE'..... .: S 0.01.0 E : :::::: ......: ::::::: :' :':: :..: uj Z W OF ................... :.........:.........: ......... 1111. :......... .......;.....S�b.01D........ 1111 STORV PIFIE....;......... .......1111... . :......... S_ ;1111 1111: Q12...... :.........;....... :.........: .................;.... STORK ::::::::::::::: s =0.pt0 :1111. PiRE.....;....I1:.:: :::::::::: :::::::s�.... ........:.:: ::::::. :. :. .:. :. :::::: ::::::: :::::: :: ::::: :: 886 0 Q C7 d o 866 ............................................. :.........:.......... ::::::::: :......... :: 1111 ....... - ............... ::::::: ::::::: ::::::::: ............................... :................. ...................................................................................................77:........................:..... ........:.. ......:.....r 1111 .......:....... .:.111....1 ......... ........;......... ....... :.........: ....... .: .............:................. I' :: : :::::: :........................................................:...................:...................:.. :::: :::::.: :'.:'.. ......:_ ................:.............. ..... ....... ....... ....... o Z «. LL. _ z ao Q :.........:.. :........ :.........: N. 1111... ........:.. ......:...: � ... 1111.. 1111. 1111.. ........:.. :... ........� 1111. @ 1111 1111.. 1111... 1111. ....... 'tV 1111... ......a?....... 1111 1111... 1111... 1111... .1111 -.. 1111.. .. ...N' < v O Z, •`� ....N'..... . ......Of:........ .: .:. :1111. ..N.... 1111... .......N'.... 1111... 1111.. ..O>.... 1111... .......�:........ 1111... .N... ...... .....CV•...... ..rn.... 1111.. .......(3J: 1111.. 1111... 1111... ...... 1111... :. 1111... 1111... �:........ 1111. .. 1111... 1111.. 1111. .. �.... 1111... ....... �, Z Z... ♦� < 0'. S60 ....... ...:.........: ...................................... ..........:......... :.......... ..................: 1111.. .:. .:. : :1111.. : ' ..... :..::: 9 8O o d �- 0 U � 48+00 Z 49+00 O 50+00 51+00 Z 82+00 •Z a s a 3 ww-CLw a a a 0-0-CL a a a w aaao' RECOMMENDED FOR APPROVAL -Data. W .,7 N'® c°icai0c°ia V 't '04 � Uvc�o *� *NN ~ = NOF :avv> **Nd • By: B D/ 1 r' BY Dete: • O Z aw i�JN.N I�r -�:� I I 1 I I WG p.�J FY- MN 'N �.- N NZw(n w,.. NJ .ON O N N .- OD. By Data: a o/ BY =� ' Date- I SHEET- 'e'� F I t` ZNM C,4 goo nO N v1 "An III m0 -�^ do '<t ZfO Nom+ MMt7 t0 (O a"7 g co p��rG0) tn+ m MWmU p. rT 172 NM+ M•- C! 11cyrgr,n m m 0 1• 2• I f� 1 OR 321 m m w z a iE I TWO INCHES AT IFULL I SCALE. JOB NO.: 00715 w - -28rfr „gym w w,m = - = -= v iE n w w r w IF N OT; SCALEI ACCORDINGLY` DWG: PlAN13 E I ®I,L 1;,� F R Co 8, SCANNpO -MAA 6 2003