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HomeMy WebLinkAboutWWP3202041.4LEGEND NOTES: NEW SSMH ` • See She�c !s 6 and 7 for Notes and Details. PLUG 2. Verify with City inspector that existing side sewer at STA. 4+43 and 4+56 _<_ NEW 5S PIPE r13 tom.. RIA rrX, do not require full replacement, prior to connection to new line. NEW ASPHALT 3. Side Sewer Addresses Sheet 4: C U� € Ll �i Y I". 2518 N.E. 5th Place • NEW CONCRETE :i:1,CF, 0Rcal. . <_ 2524 N.E. 5th Place ' 2528 N.E. 5th Place ' DETAIL NUMBER Ckh. �� `'" AN _1(,Tz 2604 N.E. 5th Place 2 DETAIL SHEET w" t' 2605 N.E. 5th Place � AS 2607 N.E. 5th Place 2608 N.E. 5th Place qj r'pl'ER 2612 N.E. 5th Place GR SiC'A t , 2613 N.E. 5th Place 2516 WE 5TH PLACE ???? N.E. 5th Place (2 vacant lots between 532 Fdmonds and 2605 5th)C-/ o L ocq-rii0W: _ :� N.., , �:: 2 (oo 8 NE 5TH Pl..b►4. Note: This information is provided for the Contractor's G/O LOGp.T�Di'.J 2 -Gv FRoM WD.TE2 METE2_ 43 convenience and shall be verified prior to construction. I'-(o" To wOTEfZ METEQ.. 4'- Co" F(toM BACK of WALKWAY 17a0.1.(3:, C WNLAL _*R 2<00+ NE 5114 PLACE 3'-5" To 6IAUC o>F WALk VV&Y —REMOVE EX. SSMH #13-63 aTTFR CR TC , ,. ;� _� G/o LOC,& IoN ABANDON EX. SSMH #13-62 "T i I&AVIIF.a E: 2528 NE 5TH PLNCE 4"To WATE2 METE¢ F PLUG CONNECTIONS — PLUG EX. 8"SS 2524 NE 5TH PL&GE G/o L.oc&.Tlow * 29'?TO 5A.GI4 OF WALK A`( 2 G/o LOcATic>M: lo' FRPM DPiVEWAY 6 NEW SSMH #11 (STA. 2+70, 7'RT) G T 2 • W A7EZ M ETE2. (®' - S " F2.oM EAGK of t ,,, . € E.�i' �. W = 273, 42 E-..-,_._,,,,,,_ __ 45' FZc>M BACK oF' WALICWA`r � � r��._;... � WALK 1nrAY � SIDE SEWER SIDE SEWER ;1,K'F :m�P1 1 STA. 0+85, LT SIDE SEWER STA IDE 2 60R SEWE_ / STA. 3+17, LT \... (TYP) LT SIDE SEWER 3 STA. 1 +51, LT / 't f 6 I SIDE SEWER / f, < ` 4 P / STA. 2+04, LT T<._ . I I t s :.w , : ........... f - -r \ 7 + O O ��/ \ t f 2nC; �...............................-. ........... .......... ,_....................................................................nlj...,.,..,.�......,........,. ............ TYP 2+0 - C- LIMITS OF OVERLAY (TYP) t BEGIN HALF STREET SIDE SEWER & PLUG k 7 OVERLAY STA. 0+77 STA. 1 +85, RT i 2 6 NEW SSMH #10 (STA. 0+55.4, 22'RT) SIDE SEWER & PLUG STA. 1 +57, RT j 9LF Er SS ® 0.78% 2519 NE STH RACE 2519 NE 5TH PL&M (REA12 La?) c/o LocYlTsutJ'- C/o LOC,aT(owl: LZ' FiCoM V46,1Ee IYIm2 9'-Co" F2oM WATER METE2 11 ' PROM EDc�E aF 1 &" FRAM E5&CV_ of ASPHb LT 290 I I SIDE SEWER I STA. 2+87, RT I I - i , L vdE / 13+00 / k7f:3 . r.. — ......, 2246 12" SS • —OrM ,,,,,,,,,,,,, ,,,,,,, _ 2" G SF1 R'R SPIKE IN F°,P, #2608 N, SIDE OfF NE 5TH PL, BETWEEN 8, HOUSE NO S 26108 & 2612 i:.I..... 284, *36 I (DERIVED FROM CITY OF RENTON BENCH MARK 281; PROJECT MERIDIAN IS ASSUMED 20 0 10 20 40 SCALE: 1" = 20' W 24o 12 ►\1C 51TW PLI&CJv 08 ; :=='; R:R 0, C./ o LoGD.T i oh1= 3' FROM WA.-rm TrIETEft. I l' Tfl e4GI4 or- Wd.L K W kv SIDE SEWER STA. 3+73, LT CS t 2P_QS_ € E 2,... PLUG EX. 8" SS ?>�a V1. I = r V. ......... µ 4+00........ I .. i Cf�r....... ......_,...,...,......,,. ............. I E 6" N :::::2 78,. 2 �f REMOVE EX. SSMH #13-61 NEW SSMH #13 (STA. 4+95.7, 2'RT) 2 , . STA. 5+00 NE 5TH PL= •A`� 0+00 FERNDALE AVE. } k _ �. 5+00 _a _ 7LF - SS ® � { e .. ':•. t ............ ................ . M. .. ....... � ........ ...... ,. ,,.......,,...,...., •f 2 � .... . I Z(P07 ME 5TH P4 , /E { t {pp TI j ` I. SIDE SEWER „ . fJT V M, t "' b i� STA. 4+43 ' \ SIDE SEWER ' ­,""I'll, ................................... ....w,. _._,,,_, END HALF STREET STA. 4+46 r E_ .Hs OVERLAY STA. 5+02 2!o I Py NE STH IM PE 5TH PLACE 2ZP05 WE 5114 PLJ&CE NEW SSMH #12 (STA. 4+90.8, 7'RT) 2 C/o L-0GA'T1 on1: 8 2' FR.oM Fizv WT oP WALK W N-e &.5' F2oM MSLEF14c WC- 8a>c NOTE: DRAWINGS HAVE BEEN REVISED PER CONTRACTORS CONSTRUCTION RECORDS, 10-20-94 This record drawing has been prepared, based upon information furnished by the Contractor. While this information is believed to be reliable, SvR Design Company cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for-ony errors or omissions which may have been incorporated into it as a result. Those relying on this record document are advised to obtain independent verification of its accuracy before applying it for any purpose. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 290 EXISTING GROUND AT ......NEW SEWER LINE .................................. 285 285 ............... 280 ��.� • �_�--.-_ U � U II U U U U U W U -I. O af O CY �-_- U� 0 U� 0 0 OJ OJT L�.� OU �U OJT � N � .O 280 . . . . . . . . ..............................QQ� _j W II M . .M . . . . . . . .LU > .V. CyX ....oW . . . . . �. d� . W W Ljj X > XL, N x I X oa X� o� X� oa Xw ocn XW ocn X oa a'W a.3 Q'W a3 WW a� W< a 0 p> o p> oa ocn oa a3 a� I aa� Of aa�n a� <(A Uj Uj aLLn Q3 aN Jwcn -'W ati acn a� I aW a- a¢ a¢ a¢ a¢ X�'< X(n a- CL< a- I ¢(n I ¢co Q3 <0 ¢c9 ¢3 Off Oof 21>aLF o.ewv7. S r R. D E S I G N C O M P A N Y 911 Western Avenue Suite 302 Seattle, WA 98104 Phone 206.223.0326 a�N a� I -- "'ANAL tw d�� Q3 I I -ggttF 12"SS ®— ---------- -- ..................................... 275 2221tr. » ... 0.77 %........................ - - - - - - - - - y- -.- .- rT - - ............... - EXPIFiEs 3io�i94 �i6bF 12 SS ® $�_----------- - I ---------------- ---------------- -----------------------------------J- NEW SSMH 13 48") RECOMMENDED FOR APPROVAL NEW SSMH. #10 (48') STA. 0+55..4, 22'RT RIM = i�4 278,1"10 IE 12f' EAST Q2+-59: (IN) 2T 1. Coo 265 I. ..... IE 1" NORTHWEST LOUT) Z-11.40 9LF 8"SS ® 0.78% STA. 0+49r.1, 20'RT REMOVE EX. MH 260 .... .......... CONVECT NEW 8" SS TO EX. 8"SS W/COUPLING q %- STA. 4+95, 1:7'RT REPLACE EX. SSMH RIM = �.2 4-Aa1 NEW SSMH #12 (41r)........... EX. IE 8" NORTH = 5. ' (IN) 275 ,4970 PLAN REVIEW DATE STA. 4+90.8, 71RT EX. IE 8" EAST = 2:FF3.i3;9 ' (IN) 275.41 RIM = 48 4- 284.5-7 NEW IE 12" SOUTHWEST = 9 I- R;L (OUT) WASTEWATER UTILITY DATE IE 12' NE _ 446:i� (IN)275.17 2-15.+& JE 12" WEST. = 276-42 (OUT) 7LF 12" SS O . . . . . . . . . . . . . . . . . 275.Z9. _ . , . . . , 4,3% 265 TRANSPORTATION DATE CITY 0L RENTON PARTMENT OF PUBLIC WORKS 5+00 SOUTH ` IGHLANDS SEWER IMPROVEMENTS RE. 5th PI. 255........................................... .......... DESIGNED:MAK DATE: A�1 Q,92 FILE NAME: 5th ............................................................ DRAWN:JAL CHECKED: MRS 1+00 2+00 3+00 4+00 SCALE: 1"=20' FIELD BOOK: PAGE: NO. REVISION BY APPR. DATE APPROVED: SHEET: 4 OF: 7 DIRECTOR OF PUiLIC V�CtWWPm32 NEW SSMH #11- (48") STA. 2+72, 7'RT RIM = 28a:&3• 285.07 IE. 12" EAST =. QW4,4 1, (IN). 275. 42 . .. . . .IE 1.Z. WEST_ = �9" (OUT) 275.32 4 iLU D D I D m M I � `z o r- 0 o 0 O o � D Om � m D U s z m Y o m