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HomeMy WebLinkAboutWWP2703906.1WATER SERVICE NOTEi FULL INSTALLATION OF WATER SERVICE FROM WATER MAIN UP TO THE WATER METER TO BE INSTALLED BY CITY OF RENTON WORK CREW. CONTRACTOR SHALL RESTORE PAVEMENT AS NEEDED. A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 08, TWN 23N, RNG 05E WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON PROVIDE: 1-1" DOMESTIC WATER METERS 1-DCVA BEHIND EACH METER EXISTING FIRE HYDRANT (ALONG WESTSIDE OF ABERDEEN AVE NE) l I EXISTING EAST RIDGE, I / APARTMENT SIGN E " r, EXISTING 8" WATER MAIN 1-PRESSURE REDUCING VALVES I ! I PN B HIND EACH METER. (TYP 8128650000 ! I a I f -±63" _ —a S89°44'59"E 91.00' � I I I N� _ 1" WATER CER\A(E I InIEC fTVP cn o 1" IRRIGATION METER { INFILTRATION TRENCH 1 w �3 ¢( 1 I F 1 I (SEE SHEET C8) 1 ` „ 5'x5' PUBLIC WATER 1 ;lqz — S89 44 59 E 54.00 I i-�i, _.. ( �.. 0� I� EASEMENT (TYP.) _. — — i / I L < < ° EXISTING 5 _ SEWER EASEMENT AFN# 7709060766 33LF 8.24% -36 6" PVC SDR 35 @ 1n�(PRIVATE) CITY ASBUILT DATA LAMPHOLE RIM=189.5 192.86 IE 6"=4839-185.81 (NOTE: EXISTING SURFACE ELEVATION IS ±193. LAMPHOLE WAS NOT LOCATED BY CES SURVEY CREW. RIM COULD HAVE BEEN BURIED SINCE CONSTRUCTED. REPLACE WITH MANHOLE PER DETAIL S-040 ON SHEET C8. N89°44'59"W 129,46' — — - -- - 'i j P f f 4 / \ ° � B ®, 1 I.E.=4994�(6"� I.E.—�6") 197.25 LE.— 6") / 192.31 r'N LE.= �„} 1 / 8137900000 196.70 \ ( / < P, f S \ Vm6" PVC SDR 35 ® 13.E (PRIVATE) I 4r S=39060 1 r, P, / r r / Ir /r I/ 21 P I/ / rr r, Ir / / rl W=39060 REMOVE EXISTING WATER METER PERMIT* U16002091 SITE ADDRESSi 905 SUNSET BLVD NE RENTON, WA 98056 10 0 5 10 20 1 inch = 10 feet. ASBUILT RECORD NOTE THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ALL 90- TURNS SHALL BE ACCOMPLISHED 8Y MEANS OF A; WYE' WITH CLEANOUT AND 4-5' BEND. TWO 45` BENDS SHALL NOT BE 4" BEND AS RFQUIREp (NO -:MORE'' ACCEPTABLE; (SEE. NOTE 11) THAN 45' BEND), EVERY 2N0. 4" CLEANOUT WYE WITH CHANGE IN DIREC.TION OR GRA011, 45` REND4ND PLUG. WILL RE4�UIRE A SURFACE.. (SEE NOTE 11} CLEANOU`r WYE. (SEE NOTE 11} Uj SUWACE CLEANOUT 8"x 6"x6" WYE -(STYE ST© PLAN —'4 Z' r tf(SU 3E C HOUSE: 06 � HOUSE :� HOUSE 3 �0" MIN. 4" SEWElr PIPE; * ` 4" SURFAEE c v (TYPICAL) s� > CLEANOUT :V �}-" SEWER. PIPE, SEE NOTES 2 WYE 4" TEST TEC tfJlTFI —PLUG AND 3. MINIMUM LINE SIZE FOR. 4" `WYE NTH FACE Up OTHER THAN SINGLE, FAMILvY 1S 15" TY, PROPERLINE I CLEANOUT t. (TYPICAL) � PROPERTY LINE 3 MIN.r# m" 6"x 4"' REDUCER,cs f F` (TYPICAL; W MAIN SIT-iYEq LINE w x NOTES: IF THE BUILDING SE4t1E0 SE,R`rES AN`C FIXTURE HAVING. 1„ Prior to installation of a sanitary Bawer con64611ion, q side —.seater FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION permit must be purchased wow, the City of Renton Pubtjc Work$ OF THE NEXT UR$TREA'M MAI`IHOLE COVER nF THE: 'SYSTEM Department. PUBLIC SEWER A BACV.FLQW PREVENTION DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKINATER VALVE OR APPROVED EQUAL SHALL BE 2- Types, of pipe dnd fittings that ran be used for ganitary sewers' INSTALLED, shall be approved by -the Department, of Publid Works. Rubber or neoprene gaskekg as specified by, the monufactureri shoal be -4'' -FLEXIBLE COUPLING+(E�ERNO0 OR, EQUAL) used on .jousts;: - SURFACE CLI ftNtSIJT` I A nairilnaum rjrade of 2% (1/42' "per faot) must be maintained 4"x 4"x4" WYE with 4" pipe. In the event a '274b grade dohnot be maintained, the PIPING owner must sign a City of Renton 1grade release >form and then cQn Install 6" plpa of-'© 4pade of, 17. PLAN BUILDING DRAIN FOR 4, for jnspectlatt of vide sewer; -Call -24 hours in advance. The LOW Et EVATIOI�I'. HOUSE inspection phone> number Is an ;the sitle .sewer permit Site must be: ready for inspection and representative on site when inspector orrives at appointed -time. Side sewer and stub' shall tie tested per City specifications. Make the, connection at the house Do, not bnckfill the ditch un-t# approval is given by the PROPERTY LINE.. FROM THE HOUSE BUILDING DRAIN Final approvdi will be granted after the, existing septic SIDE' S MlER: BUILDING SEWER�. :, tahk has been pumped out and 1364 with sand': TQt—Q" 3,—0 MIN 5; Install side sewer with 2' tninitnum covet 18 cover is alt,046 at the -house if cutlet is shallow:: 6, if side sewer stub' Is no't 6vailable The ownerM 6hati ba responm m c» ai 4 p -� rn n- p a , c n wo k within street ri tit—c — w _p sh:. -e da = 9 Oo:', Alt r� o x .x m X 73 % Cn ' banded sr6i oarAhos. installation per standard drawing . 4_ensed and � � � � iTi r P i'F C � C x" -P� I.,.e ®:� '` o rn rn u m O N r° ° fl m 7. Alt wa k ;Shalt tie; aocamplishsG in occo,dance with the Washington m mr7 E m P o_ y v fn n m Inclustricii Safety; and Hedlth Act. (OSHA) m Z M W � — 94 -a I girls o in ti_ A1I trench restorgtivh for side sewers in the public right-of=wt?y ra >..c a uI z_, 0 r r sisal! confgrrn, to the most, current trench restoration - 0 rm 0 O m requirements ifs. in .the :Renton 8t6hdord Drawing's. t'. X m, i as o 0 W 9. All building sewer and stffe rmwers shall have- 1 edding n X In accordance *!it standard drowirtg 495. >r°-V1 ° v m;�2,m` iQ: There shall be'a msntrrrlrn lb foot h'ori ontal sepgratian between sanitary side sewers and aMia 0 -,„m -o tor services and a 7slnimurrl 5 foot,> c horizontal separatlon Isetween aamItary.side sewers arrd all other om o as utilities, 11. The oleanout at -the R'rght of Way shalt be installed Oar CALL FOR LOCATIONS BEFORE Y0tJ DI(;Standard,Plan 407, The eleanaut .at, t11a building shall be 48HR- LO"C:ATORS 1 - $00-4Z4-5555 installed to .surface grade All -;ether cle4nauts shall be installed to within 12" of .the surface.. "r"YfI10 a" EVIL,IMI" SEVWK SM., ;PLAIN �`'UBLIC �NaRI{1�111 PI I�UR"` LING TO Q14PARTWNT- ILDIN+6. cowl "rt+ l AU'UST 2013 �- EXISTING FIRE HYDRANT (SOUTHEAST CORNER OF THE INTERSECTION AT SUNSET BLVD NE AND NE 9TH ST) CALL 48 HOURS BEFORE YOU DIG DIAL 811 s to o { z m " D ^ 0 m —1 Zc� Z 2 ~ mQ C S 77 r = m- ll can W ro m m m 0 0 D I O ��o � y CD N a. l W 0 0 CD CD D C- C7 0 0° D 0