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HomeMy WebLinkAboutR-386005mm® STA: 4+30.84, 4 0 �' L T Sm CAP W1`TEMP.\ 2`4.0. ASSEMBLY AND RMRUST BLOCKING 4 PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., VI -M. EX. CB CITY OF RENTON, STATE OF WASHINOTON RIM=441po1 \ s I LAI "s INV=435.91 (18-N) N call I INV=435.46 (18"S) EX. CB . 4 S"8d19'301PE 396.28' II I RIM=441.03 36 II I INV -437 4 12"CMP _ '19'30' a 30.00' \ 18 ° � u I I ° LOT 5 LOT�" ' A 4a 9.5 DEDIC T10N 3 11 I ❑, 972 sq ft. 4, 982 s . ft. \ LOT 2 u I A TI 0.11 acres q 4, 829 sq. ft. d II , A 0.11 acres 0.11 4,831 sq. a n acres LOT � II I (PHI VA I F OF WNAPPROX. LOCATION CITY OF CAUTION RETENTION TRACT) _ _ = 0.11 acres 7,510 s .ft. u ' AKIN• FF 442' q SEATTLE 36 MMA � 436 N. FF -� o (PUBLIC ACCESS SEMENT TO CITY) ,�,� 0.17 acres w _ n I -CALL KA IN ILLMAN OF SPU \ MIN = hIIIN. FF = 442' / I w �;1 1(206) 6so-ldrs PRio" Tn ANY WORK NEAR WA TERLINIE, / --�--- I o a DK��NGy POT}IOLIWG, ETC. \ . . . . a , II qf I II cuCc ti�chr Cx 86o 181R T isi n11 522 SA. 2+ 1* WATER METER, TYP. i �l. 2 .26 r .... ' .... SFp 1a6 10' PUBLIC SEWR%WA TER 1.s5 f�433.22 O6 NW Wc,(l PRIVATE STORM EASED INV10 PULIC SEWER/WATER & GRAPHIC .�SC ALE , INV433.05 (8E) PRI VA TETORM EA SEMEN T \ �-------I I . . . . o zo o 10, zo -- - - - -- LIII �, , :•. � J I ---- / a S 6„ PC SEER SERVCE ..... STA. 2+45 . •. (u°j Zs (� SII I I STA. 0+00, 1 d'RT _ 1 ) I .. ... ... . . . s - - - - -- % STA. O+afI =439.95& (MATCH PAYING) IN F EETO 200xTYPSTA. 1+42 INV=431.05 (80M) 1 inch 20 ...... .......... ........ N8„ PVC •7 I I EX. INV= 430.95 (dN&S) now so's WWI .�. • # • « . ....... TR _AC T -`B V.2 e 0 •1 EX. FIRE HYDRANT- - - �. Ell 0 00 all We x STA: -0+1&6Z &91" LT I I , _HOT TAP C014NECTM TO .04 EX. 8' CITY 1111147ERMAIN I i51 I� _ A ] 01 TAPPIING VAL If 1-6" GATE VALVE (FLXMJ) 112" 1-8" GATE VALVE (MJ) 1-8"X8"X6" TEE (MJ"WL) 1-8" GATE VALVE (FLAWJ) REBAR W/ MEGALUG FLANGE ADAPTERS ON r LEGS II I n I 1-d" ADAPTER (n -*J) & CAP 1-6" GATE VALVE (FL)dWJ) I� 6" DIP CL.52-CUT TO LENGTH6" DIP CL52-CUT TO LEWIN 1 -FIRE HYDRANT ASSEMBLY\ \c� 1 -FIRE HYDRANT ASSY EEI W W W/TFIM!'!!ST BLOCKING C,) W/THRUST SLOCKMMG SSMH RIM EL=439.45 IE 8"PVC(NE)=431.10 IE 8"PVC(N)=430.80 IE 8"PVC(S)=430.75 4•-8" 45■ B11 M0 (MJ) 1 �-8"X8"X6- TEE (FL.) LUW P/. � ►AC T + /U. Uu W/TMR+U T >�OpC ,\ �- " LOW PT ELEV: 440.65 � p' H N 1-8� GATE VALVE .(FLXMJ) �as. 1. BMP'S SHALL BE PROVIDED ON EACH LOT TO + 1_8. GATE VALVE (FLxMJ) o PVI STA: 1+70.00 0 TREAT 1400 SQ FT OF IMPERVIOUS SURFACE " o ao 0 0o HIGH PT. STA. +74.44 1-8 ADAPTER (F`LxtAMJ) �1 �,�. C�M1K� r PVI ELEV. 440.45 PER LOT. SEE TYPICAL BMP SHOWN ON THIS 0 0 0 o HIGH PT ELEV: 441.38 ,, 6" DIP CL52-CUT TO LENGTH + K. 40.00 'n " SHEET. �''. 1 -FIRE HYDRANT ASLY �.�N1 fF Let It N LVC: 80.00 ± o PVI STA = 0+55.00 0 2dt LFNd DIP Gti52 450.00- - --- - - - -- --- - 450 IMA TER�MAMN 2. ALL ON -LOT IMPERVIOUS SURFACES BEYOND w/RUST e�.oE,IuG h��AU�t� �N °� Co + tr- K 5.5. + - THE 1400 SQ FT PER LOT SHALL BE PR POSED GRADE 6# W AM 06 '-� m o O STA. 0+15.62. 6.91 LT CONNECTED TO THE STORM SYSTEM THROUGH A 1-4' Mt)D ru nc cn> > ru _ . C, yr, _ 54. 60 W HOT TAP CONNECTION TO EK PERFORA TED PIPE. 4 3 0. 0 STk 24 aK 1 !R r - - - --- ---- -- 430 I W1 1 u Ltivu 1" " -- STA. 2+00 -SEE DEFLECTION DETAIL BLOWY CAP W/ TEMP. 2 B. o. _-���- +�` 2 " " STA. o+ 1 a� r ASSEbK Y AND TIMR'UST 153 LF, -8 DIP CL52 -�------ 112 LFNB DIP CL52 Rel ..441.62.. 1-d GATE VALVE (MJ) 20# LFNd" DIP 0X52 IMA AW BLOCKWG WATERMAIN INV=433.22. (6"NMS WATERMAIN RW 430.95f (MATCH PA MING) nN=433.05 (8'E) MNV=431.05 (8V .137 LF, -8" DMP GY.52 WA TERMAMV EX WVm43Q95 (8Nm) 4 2 0.0 C)- --- - --- - ----- ---- --- -- - - - - -- - 420 TRACT B APPROX. LOC�4TiDV GyTY OF USE d" D.I. CI.50 SUMER PUpE SEA TILE 36'" IMA TERLIME TO 10' BYE 36" WATER - 1 "=20' HORIZ. CALL KA TIMI ILl.AIAN � S�'iJ -ITER LENGTH OF PIPE 1"= 10' VERT. - UNDER IMA T1ERK.MME (206) WO -1875 PRIOR' TO -PIPE�DOIMNG PER & P. u. ANY WW NEAR WA TER .IM DIAD K PODM IAK EIC, SAC'S PER KATI ILLMAN A(n nr� O� �� `�`VJ `O NLfj � �O d- op LC) cc n� �� n��� 4+35.92 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 VERIFY MEGALUG Ft-AN@F 41 ADAPTER, TYP. HYDRANT TEE W/ MEGALUG 6' ADAPTERS ON 8" LEGS EXISTING 36" WATER LINE i ' 1' MIN TOPOGRAPHIC & BOUNDARY NOTE TOPOGRAPHIC AND BOUNDARY SURVEY SHOWN HEREON WAS PREPARED BY TOUMA ENGINEERING IN 2014. 36" WATERLINE SHALL BE POTHOLED TO VERIFY EXACT LOCATION AND DEPTH PRIOR TO CONSTRUCTION. THIS INFORMATION SHALL BE PROVIDED TO ENGINEER FOR AN EXACT DESIGN. 2-8" 45' BEND (MJXMJ) 6' W/MEGALUG -F� ADAPTERS, TYP. CAU CITY OF SEATTLE 36" MNTERLINE -CALL KATFM IILLAMAN OF SPU (206) 000 1875 PRIOR TO ANY WORK WEAR WA TERLM& DKW MG, PO7EKXAr4 ETC L`aNCRE1E THRUST BLOCKS PER C.O.R. STD PLANS 330.2 do 330.3, SEE SHEET C5.1 L Amb- Ofth ..,� F7 Know what's belOW. Cell bore YOU ON a aZ � r- .- c`o Lf)_ \ C C O �Z ¢ 9 W m m m o Co cin � 2 Q LAJ i cc Cr U V) Q; Ctax OW o � WCr p �O ��►ME8 � 38288 ISTO•� C AL W n� V oc QD O ` V) r- Z o W Q) �z�n n `> W -.J __j m ry Z W C) V) LLJ Cl-Cry W i - O 0 N 0 M i _ G1 G1 -• M � N 4 x G1 o o N LL. o Z NM C1.1 rv) }- M MLIJ V N ,d. c c z � •h V) C� r� 00s • 0 v Q N Z E� Coco W Z E _ m o Z N U Un u �V) -C: N V) Lu OQ W V) JOB /MO■ 15515 DATE 10/26/15 SCALE 1 "= 20' DESIGNED TJR DRA MW JEF CHECKED TJR APPROVED TJR $MET C 4. 1 a aZ � N 0 0 C Z44, O Z C O �Z 9 m D Cn D T S N 0 0 C Z44, O O Cn D T S