Loading...
HomeMy WebLinkAboutD-28841520' 10, 0 20' 40' Ld F- tj : - :-, J 1 I , , T, nw, .0 La , co l 0 JR, 8 Ft Ex rL ITO I , I In LE 00 Go a; r, > v + 10 4 c5l 10 (0 !+ U) + m 0 + l+ + + I!+ v LLJ 9) 0 In 0 to 1 Ln 0 Ea C5 QD Iq m IN I K 0) ci z V_ z Ln (n > .4e _i 11 X F- x < CIO I X 11- 03 ca 5Z - w (n iLu 0 U) w w In C.) U) Lxu En w �Lj Lu (i ROADWAYA STORM DRAINAGE NOTES mi tu Ir 10 uj TING INLET, CATCH = uj CONTRACTOR SHALL REMOVE AND WASTEHAULEXIS RL x MONROE AVENUE N BASIN, OR STORM DRAIN( MANHOLE. ti zb I u W - 1� �4 — — — — — — — &CONTRACTOR'SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 7' LLI I — 6 — DRAIN PIPE, NTH; FERNCO:ADAPTER. ul 7 w I ! ! CONTRACTOR SHALL CUT AND, CONNECT EXISTING STORM DRAIN PIPE TO 08 I A I I I co (D' I uj: — — — — — — — — D NEW CATCH BASIN. 10 6 °CC G CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLLIG IN UPSTREAM D --I 0 D G END IN EXISTING STORM I DRAIN PIPE. aI 10"cc D — G D + CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO, USE "ETHAFOI cf) 2" SHE_ G T11 14 D 67+00 11­ - (D + 2" S-i G— 5 PAD AS SEPARATION BETWEEN 1LITILITIES., G 1), 1 - — '6+00 11 1 65+00 11' ' 1 1 , :: 11 s CONTRACTOR SHALL REMOVE D, WASTEHAUL I EXISTING STING STORMDRAIN PIPE. 64+00 D s" cc S_ D c s /A CONTRACTOR SHALL ABANDON STORM CATCH �BASIN OR MANHOLE IN PLACE. 8,cc CONTRACTOR SHALL POTHOLE TO l VERIFY DEPTI+ AND: LOCATION OF EXISTING C4 ff 3;: Is co (D -ICTS� WITH 1 THE. INSTALLATION 1 - cc s 1G w WI LINE IF THE WATER-,LINE CONFLI ON OF 10" yy LLI CATCH BAS Nil THE WATER LINE SHALL R LOCATED'Pl THE CITY E SPECIFICATION- < W 5- z 2 0 Lu 0 — — — — — — — — — — — < < Ld CL Z 9 CONTRACTOR SHALL REMOVE, PROTECT, AND l RELOCATE EXISTING < 0 Ir = IL LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH < - :3 0 PROPERTY -OWNERS., 0 SS- V CONTRACTOR SHALL NEAT LINE,(SAWCUT EXISTINGISIDEWALK AND/OR CURB, a. a- ANI)i REM61iiii AND WASTEHAUL CONCRETE ' CONTRACTOR T6 INSTALL l CEMENT CONCRETE, ROLLED: CURB AND- REPLACE'SSIDEWALK IN KIND. CONTRACTOR 11 rRAll 94l ADJUST EXISTING CITY MANHOLE,:, CATCH,, BASIN. 7� VALVE Bb)�l CLEANOUT'l:MONUMENT CASE: Fi Tbr'GkADE_''l COMP- Lcl) ANY I TO' ,ADJUST GAS �AT;iS: AND/OW ',TELEPHONE! MANHOLES. CONTRACTOR R1ACTOR Z U)cn l 00 cn C) z:3 I-!, l , I, l TO, I COORDINATE.: l > > F3 vi I � li U, U) > 93 SHALL, FURNISH AND� INSTALL CEMENT CONCRETE APPROACH: .0 00 0- 12 5.11, Z' 10- 1 72'- CONTRACTOR :1 co SEE DETAIL l SHEETS 124 &27�, 1c) m co .0 z C:) M __ Ld 0! w 10 uJ wl) Iq I'' z l N SAWCUT, EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BElMARKED INl I I J�l THE ��FIELD iBY THE ENGINEER, WASTEHAUL EXISTING (PAVEMENT AND oloo it: 0) m 1,01 1 > 04 r, m: I�f I 0 10 `0 " w IREPLACE IN'KIN to 1 :2 [ - ; 1[ 6 DRIVEWAY i D. + 0) 01 on'll CONTRACTOR SHALL NEATlUNE SAWCUT EXISTING' SIDEWALK AND/OR CURB, m 1 0 � � + 6d + 11 M 11 6 ul UT: La CONTRACTOR' TO INSTALL 01 0) 1_2 Ln ,� m D ,E 11 11 T T � 11 AND REMOVE IMI) l WASTEHAUL CONCRETE. cn.,e :2111111 m 11 1 - I Tim'' Cl AND REPLACE:'! SIDEWALK IN KIND. x x CEMENT CONCRETE VERTICAL ww lif ul FK !�j w W In war af W a:,CONTRACTOR SHALL PROTECT EXIS11NG HYDRANT, SIGN, WALL, FENCE, I , , AND/OR LANDSCAPING! DURING CONSTRUCTION. .......... : ......... ... ....... ......... ......... ......... ......... ......... ......... ....... 1111 _ .... ............ ......... ...... ......... z ...... ..... ...... ......... ................... ...... 111:1-11-11, ::!.,? ".: ......... ...... ......... --- VACANT. Z. cC .......... ......... ......... ......... ......... ...... ......... ................... : ......... :: . ...... ......... ......... ..; ......... ......... ......... : .............. ......... ......... ......... ......... ........ . ...... ...... ...... . • ......... ....... ......... ............. ........... ....... --------- --------- --------- ......... CONTRACTOR SHALL REMOVE. PROTECT. AND REINSTALL EXISTING FENCE. .... ......... ......... ...... .......... ......... ::E)1JSTIf4G:8R00ND ............. ......... ...... --------- ......... ......... ......... 400 ...... ------ .......... --------- ......... SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, 400 ....... .................. ...... ................ ................... ............. ................. ............ ................ .......... ........ ...... ** .......... 1111.. ................................ : ............ ....... ­­: ... ...... & CONTRACTOR -------------------- ......... ......... ......... ....... AND/OR CURB. h :v ...... ......... ........ ...... PAVEMENT, ::-.7 --- I --------­­ --------- ....... ...... ................. ....... :,:I: :::: :: . T .... ..... . ............. -----------­ ....... ............. .... ......... . . ..... N." :..:: F_ CONTRACTOR SHALL, FURNISH: AND INSTALL CEMENT CONCRETE TRANSITION SECTION NTH CEMENT'CONCRt IL CURB END SECTIO S. SEE DETAIL SHEET ...... ..... M07 � � - � - 1 -1 - - ­� � - - � -, - - � , li"", , - "4< . I .......... ... w ..... ........ age '2T. ....... ........... ......... O�. STORM 'PIPE' S-7f0i .0.005 395 ......... J: .......... . ItI.1i ..... ---- --- ......... .:aToRU.:PIPE:a= ... ................ .......... CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE- EXISTING -SIGN: IING - SIGN. ....... ............................... ... .. 7:7162­.LF.:-�. ....... 4& . ............... ......... ..................... -ARY SEWN?.. - . - . _ : CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR ...... ......... CROSSWALK MARKINGS. ..... ......... ........ ­... . ... I .. . X, . . R. : ..7 ........... 111:. : . . . , 1 1 ' : I : : SANIT?kRy --------- :::17 ......... --------- 90 TOR SHALL! FURNISH AND INSTALL CURB 'RAMP 'ALTERNATE' PER .......... ......... 3 CONTRACTOR 390 ...... ...... ......... I .... .... ------ ......... --------- ......... ...... ........ ................... ................... ................... ................... �7*7*:­i . .... 7-7-7 ... 7 ..... ................... ................... ......... 7:.777: AL ............................... ....... ................... - ­ ----- ------ CITY, OF RENTON STANDARD PLAN NO.! 005.1 TA....... ........ 7 ........... ......... Oil !I! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . CONTRACTOR SHALL FURNISH, AND IN: STALL; 4-INCHES COMPACTED DEPTH 1 .............. .... ...... ........... 32 LF. iiw bi :STIORM APrL:S--O-DDr1: ........... XIST G A,' !3� STA: ...... BARK,IMULCH. ...... ........... ......... ...... .................. .......... . ..... ...... . ......... ...... -�-AND INSTALL TE TR -no 7:1 �.44. ff-�:ir PI: � ..... ::: � ! . ..... ...... 385 C014TRACTOR SHALL FURNISH ASPHALTi'CONCRE ANSI N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 385 ...... ........... .. ......... ...... 12' 70 .11011M NTH l CEMENT l CONCRETE CURB END SECTIONS. tj.`LF l . . ........................................ ........... ....... ..................... ......................... ... ............. . ..... 7lo ........ ..... ................ ................ ...................... .... .......... q. 7: ... 7 ........ -$TOR**M­I*F**1P'E1*­­� - 50i.Q—ts- ;STO -P ..: .......... ........ ..... ........ ........ ......... A ...... ..: ................. ........ :: ... , ........ QoNTRACTOR,SHALL�,C'ONIECT! SANITARY SIDE SEWER TO EXISTING TRUNK pRo 7 ... ; ::: - - -:::::: ::: : : - - 3:, ...... I.k ...... :... a .... .. Lkill ::C5 :5i'rA: .... ..... :11 PER i'CITY SPECIFICATIONS. ......... ... ........... ......... 1 :21. .ILT: ..... ............. ......... ......... .. ........... .......... ..... ........ ... REMOVE SANITARYL SIDE SEWER MANHOLE ......... ........ . ..... LEI ...... .... ...... ............ UJ .... ...... . . . . . . . . . . . . . . STORWPIPE� ....... 80 6j...... ......... : ..... 380 ----------- ........ .......... TiON OF EXISTING DRAIN: APPROXIMATE. CONTRACTOR SHALL POTHOLE z ........... ........... LOCATION 4AF.� 3 ............ ........... - TO VERIFY LOCATION. f ......... ... ... . --------- ......... T :19� wnill .......... ......... ......... ......... JLi ......... :- I'll ... I: ........ .. . ..... ........... .... ... ... . ......... ......... . .... .. ......... ... ........ I ......... 7­ >10 ........... ......... ...... ::: :::.­­,.,..­: ......... Z 20 ...... : ..... . e Iw ......... I-INYURT:QF *Z-: SAN 0 Ti,: 2.), py. 7 ...... ......... ....... ........ ....... ......... APPI"GIIIIATE.: ......... ............. 1UTg ......... ...... ........ ......... ......... ........ ......... ......... . ....... ::-CONTRAdTaR�,.-SHALL-IP03'HOLE -To DeERmiNg 375 ....... ........ ......... ......... • ......... ......... ................ 10 375 < uji Lul" ................. ................... ................... ...... ................... ................... ................ ................... ....... ...... .... ............ .......... ................. . ......... ......... :***,** 01 :*77: :,:*:,:,: :11-1-11-1 ...... : ......... I . ........ �:MINIMUM: SEPARATION ol 7 6, FROM THE: SANtTARY ... ... . ......... ......... ............ ........ ......... ......... z ......... : ........ :.:*�" .... :­ ... .: --- I .... 1:­­­.: D 2 ......... : ......... ...... ......... ......... -SEWER PIPEL ........ I .... : ..... EL 0 ........ ......... ......... ......... Lu ............ ...... .. ...... ....... ......... ......... ......... ........ ......... ......... ......... ........ Z'Uj Oil.. .. ....... ..... ................. .......... ......... 0(p \ ..... : ......... ......... :.. � ...... ......... ........ ......... ......... ......... ......... ...... ­.: . ....... : ......... .... :: !.: ............... ........ .... ......... ......... ......... ........ ......... ......... ......... ......... ......... . ....... ......... ......... ......... ....... :::: :: 370 : : . ......... ......... ........ ......... :,* ....... ......... ......... ...... —, . ....... ......... ......... ... ..... ...... 7 ............ o $70 .......... ...... .... . ... ......... ........ . ........... ........ .......... ............... ................... .... ........ ....... ...... .11..1.1..:.........:. .................... ............ ...... ................... ................... ................... ................ AL z ............... ................... ...... ..... . .... ............... ................... ............. 11-1: :*:",.,:,:, ... 1­11 111:11", ...... ........ ......... ......... ......... ......... ......... Z,co ......... ......... ... ......... ...... ........ in ..... ......... .... :::T: ..... : ... ..... Z, ............. ......... ........ ......... ... 03 ..... ......... :.. --: ......... ... ......... 31 ..... ......... ......... ......... .. ...... ..... ......... Z,zl z N5. ......... ................... ......... ......... ....................... ......... ......... ......... ......... ....... ......... ......... ........ ::: 365 ................... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... z $65 .......... ......... . ...... ca cc 0 64+00 65+00 0 66+00 67+00 X 0 u (0 z ,NZ (AZ Z(1) 1 0. (L W, (n Z LU L'i ffil, 3: 1 z V) 1'. 1 L11 Ld RECOMMENDED FOR APPROVAL m CL:5! 99i a. a. �(L 0- I C.) 0 44" 1 1 CO3 -0 Q 0 () By- z; IR 0- - -ji C) O,Q BY: l _4� f#='Atgiw, I 6Date: 61-ry-dl "m F- 04 0 t il ! - I C-4 C', C11 m, , ! - _ 1� , :, 11 :IV] I!: I I I A 04 00 C4 im _j y:I : D M *00 103 11) C', c�ll =3 -ji 01 B a, ea 0 7 (01 L. J (2) 001: By:;� LO I :Ef• 2n, Ili z �6:) 1+ C:5 0 Ir Z W 00 � I 0) cl rl� 10) 1 C4 4 a 0) as _j 1`3 M Ld, E W W L-j 21 In + n uj 00 1 1 �k if - 0 (n m LLJ n 19 Fx w La LLJ - - w; z 0 W) d 0 z I 0) 1 OOi 1:, 'It 19 111 1 11 0, 01 !�A ul, r: 1 c;# 1 z :3 c; 02 w, tj cn 0 C-4 CNI 0 m 7f o0l Hill vi 14 (n + I ma (y) tl) 0� L�A P) 1. 4- u, il I] J) I ML w . , 8 cr V) On' 01 m I OD 00 cj c� vi 0)0),m 10 m 11 It 11 La Lu W of—i-I 1 ZN dw 01 0 V) 01I to LO 114 4 10) Of,. W) K) :w La W 2 TWO �C 1 ' ' " 11 ' ' FULL i IPINJ ACCORDINGLV f Tl SCALE, ,OF. 321 JOB 11N0.: 00710 DWG: PLAN1 7�: lip A7_ , e-f-i SCANNED MAR 28 M I �2