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HomeMy WebLinkAboutWTR2703078.100 + ° 002 p m / J UGT 0 I `2 Z0 in 2 // frTl fTl Z I ASPHALT / n W N O I // N _ � * (p SEE TIE-IN CONNECTION - F7,� 'k 0 0) `� DETAIL 1 I 7RAss / L 2 STORY BRICK 0 30' 00 30 HSE # 2006 STA. 1+22, L T. 2 ST FLOOR=359 6" TEE(FLXFL) O \ASPHALT W/BASEMENT I a c (1) 8„ G. (FLxMJ) STA. 6+78, D 1 (1) 8 X6 REDUCERS (MJxMJ) RT 6' > (2) 6" GV (FLxMJ) I I REMOVE EXISTING 8'x6" TEE (MJxFL) r UGP I (2) 6" SPOOL PIECE FIRE HYDRANT ASSEMBL Y 6" G. V. (FLxMJ) (� I DRIVE / (2) 6" RO-MAC ADAPTER DI-Cl) AFTER SERVICE TRANSFERS I 8" VERr. CRASS (MJxFL) o Q 8" PL UG (MJ) � m CONCRETE BLOCK ° END PIPE DEFLECTION 4+17 CONCRETE BLOCKS \ L PANT R m A REMOVE EX. GV s I - ` — 50 O T o N STA.- L T. 10' I STA. 6+78, L T. 16 o - 6' w OD F — 8 x6 TEE FLxMJ 1 STORY � P DURING TIE-IN, s o WOOD ( ) I CUTAND CAP EXIST. 1 STORY WOOD HSE # 2600 FIRE HYDRANT ASSEMBLY o HSE # 2516 1ST FLOOR=342.7 6 GV (FLXMJ) Q 6 4 Cl AFTER TIE-IN 1ST FLOOR EL-341.3 STORY WOOD W/DYLIGHT CONCRETE BLOCK I o T L0 I CONC. I j CONNECTION NO BASEMENT HSE # 2524 BASEMENT IN BACK STA. 4+13, LT 20' 1 STORY WOOD o m Q 50 I ASPHALT DRIVE °o m o m / 1ST FLOOR=341.6 HSE # 2624 a o P FIRE HYDRANT ASSEMBL Y Z / �"" W/DYLIGHT 1ST FLOOR=348.6 _ � STA. 1+44, �ri�RT, 26' BASEMENT IN BACK I W/BASEMENT ° (� o 2 STORY WOOD a o FIRE HYDRANT ASSEMBLY I / O / N O __ / c,; STA. 1+44, LT. 2' _ a HSE # 2004 = f _ ° GRASS \ z 1 o� FIN FLOOR @ \ I z �`� m DYLIGHT N 8'x6" TEE (MJxFL) z ° f �� i 22" DEC I z \ iv c I / BASEMENT=356.3 // �� 6"G V. (FLxMJ) 12" CON GRASS ° z GRASS / I -- to O Q 0 CONCRETE BLOCK ASPHALT 2" CON o GRASS / GRAVEL ° GRAss'G z z / � v 3 I GRASS - z 12 CON DRIVE o DRIVE o I CON z l DRIVE GRASS \ V C) c DRIVE / L z I 2 ,15' ,18' I z o \ 1 �I 6 -10 DEC \ ° V / GO J \ 4' CHN LNK FNd z p D ABM 672-36.B UGP GRAVEL b o �� e o��-e o DRIVE I r I 4' CHN LNK LNG �\ J F �, / SET SET RR SPIKE P MB OHP — MB C U�°_�e coo—o J + Z ( > uGT OHP— u UCT UGT \� \ �— \ o�p W 1N UTIL. POLE EL=349.71 + v _ W UGT MB MB I OHP OHP UGT UGT /� W W 0 CO � W— V OHP — OHP UG7 p !TI Z i W yy Z ' (EXISTING 4" ST�L 0 BE ABANDONED IN PLACE) W W EB v N I / 458 LF " CL 52 DIP (POL YW ED) _ — 1_ — o — — ,_.�._ S88'19'43"E 480.06_ ` _ o rn p — _�— — — SPHALT ROADWAY % q \ I STA. 5+80, RT.6' cn I GJ SALT ROADWAY INT MON p —� I ASPHALT n o N j O \ -�-- — CT 5+�i9.61 V IVE W 8 90 BEND (M./xMJ) -- ------ G �- _�„ STW IP CONCRETE BLOCK D MH #3 0 �\ MH#4 BEGIN PIPE 4» Posr G _ _ \ I G Ass °A 50I 1 G — 2" srw IP \c ti GRASS GRAVEL �W/ELEC. MTR ASPHALT DEFLECTION DRIVE ' GRASS \ I I I DRIVE GRAVEL 'G° \ MB DRIVE GR i I I \ °T- - -a -°T-° o o ��— \I MB 9" DEC 7" D C GRA L 4 ��C / D oo�—� ? 1 GRAVEL gn -�� �� Q �21VE \ GRAVEL J GR L STA. 1 +37, L T. 2' / GATE 4' CHIN LNK NC d'— -�=_ .�— _L� 0 / DPI VE RR TIE T. Waco w �- _ ASPHALT �c--.L� MB 0 4' WOOD FNC o 4' CH LNK FNC U �� — -� DRIVE T / 4' WOOD FNC i � - — / I I DEAD -MAN BLOCK z °= I I � — --I / I 0 \ GRASS ME 20TH STREE � GRASS Z1. z GRASS HEDGE I / � I / � � �q GRASS � D (4) 3/4" SHACKLE RODS 6 I I GRASS I Z ° NEW 3/4"COPPER WATER � I GRASS i 0 �� ®� I I� z I I STA. 4+22, L. 10 DEAD -MAN TO 8 G.V. -a- A� NEW 3/4" COPPER WATER 8" GV (MJxMJ) SERVICE NEW SETTER AND NEW I I I �i CID ° Z METER BOX &RECONNECT TO ,$e�� I o� N 188770.58 \ STA. 1 +32, L T. 2 SERVICE NEW SETTER AND NEW I T E 1306691.83 30} c �/ ELEV.=347.57 8" VERT. CROSS (MJxFL) METER BOX WITH NO METER I EXISTING PRIVATE PIPING (TYPICAL) � ��� \ 30 1 STORY WOOD 1 STORY WOOD HSE # 2609 1 STORY WOOD HSE # 2533 1ST FLOOR EL=341.6 HSE # 2625 STORY WOOD I ONc 1ST FLOOR EL=342.5 I NO BASEMENT HSE # 2701 0 00 1 STORY BRICK NO BASEMENT I 2 STORY WOOD 1ST FLOOR EL=350.0 1ST FLOOR EL=359.2 _ 1ST SE � OOR6 344.3 HSE # 2617 NO BASEMENT 1 STORY WOOD NO BASEMENT 1ST FLOOR— 348.9 \ \ rn W/BASEMENT W/BASEMENT HSE # 2641 GO ;. i �'' � 1ST FLOOR EL=357.9 J I I NO BASEMENT , \ J � Q AS -BOIL T z AS CONSTRUCTED INFORMA T/ON PR01/IDED JUNE 1, 2003 o BY COA TES SURVEYING SERVICE & RC/ s FOREMAN'S NOTES 1 + 00 z 2+ 00 3+ 00 4+ 00 5+ 00 fl ............. ............................................................ ............. ... .............................................. Z MINIMUM — 3 FT. BURY OTYPICAL) — e EXISTING CENTERLINE GRADE EX 6" ClCI WATE 340 EX 8" STORM 458 LF 8" CL 52 DIP (POL YWRA PPED) o 330 w,� 330 EX CONCRETE .............. ..................... FIBER OPTICS .................... PRO OSED B'' SEWER............................... �.�.0........... P. Q m DUCT.BANK Zp° PROPOSED 8" SEWER U Q 320 �Q IP ..........................z��., Zcow 310 6+00 7+00 350 I ./ENTERLINE GRAPE. .......................................................................:.................................................:..................... ........r....................... RECOMMENDED FOR APPROVAL z SURVEYED: PACE Q� `PFGr S,T�RF,O \�!v DESIGNED:RLM fis_ SIGNAL �NG .DRAWN: RLM WATER UTILITY DA TE EXPIRES 8/21 /03 CHECKED AG NO. REVISION BY DATE APPR APPROVED: LH PROPOSED 8" SEWER SCALE: n- a HORIZONTAL: NAD 1983/1991 �► 1 -20 .. CITY OF RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE-INCH� SCALE ACCORDINGLY. -- DATE: EAST KENNYDALE WATER FIEAMPREIL 2003 PAGE: MAIN REPLACEMENT PHASE II WGN307� NE 20th ST SHEET. 14 Cf.25 SCANNED APR 2 2 rn Y �yY m �•C Y C7 Y 9z N rn> N m� zC/' rn �m x� 9 W `/D z rn � H �r r � M W 4