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HomeMy WebLinkAboutW-390601IN r07 i TO ( co N i 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 03, TWN 23N, RNG 05 WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON EXISTING FIRE HYDRANT (ALONG WESTSIDE OF ABERDEEN AVE NE) q a -,l I d rr � � 11 I EXISTING EAST RIDGEI I I I APART NT SIGN EXISTING 8" WATER MAIN 1-PRESSURE REDUCING VALVES ( I I I PN BEHIND EACH METER. TYP. 8128650000 l :J - ±63' - - - - - - - - - - - - .� - S89°44'59"E 91.00' _ - d I \ „' N I ,-1" WATER SFR\AI F I INFO (TYP 1 / I /f d PROVIDE: 1-1" DOMESTIC WATER METERS 1-DCVA BEHIND EACH METER t:...::.._:1 t' .. 1 i.......... „ r:, 7...:...rrr.r.:::r::.t::,.:...cn.l::: a. °. "'d \ I l I 1 cn � 1 I �. .'.. I I I.. r, ::..:...:.• I x L........ I 1 IRRIGATION METER L:... L. : / \ INFILTRATION TRENCH - I �� I I .......: I a I I_ (SEE SHEET C8) 1 „ ,1 5 x5 PUBLIC WATER (:: �� I �: i. S89 44 59 E 54.00 I 1 �- �� EASEMENT (TYP.) I. 1:. i 1 i r/ 1 WATER SERVICE LINE WITH 4 I 1 RIGID SLEEVE ABOVE INFILTRATION \I� TRENCH. PROVIDE AT LEAST 12" / / // d MINIMUM SEPARATION. \ / / CD r; 1 WATER SERVICE LINE WITH 4 C" / l PN 3119900050 1 : '\I CB#1 I RIGID SLEEVE BELOW INFILTRATION 5- lex Unit TRENCH. PROVIDE AT LEAST 12 � 00 i MINIMUM SEPARATION. I / I / / /� J I I 1 Ikh z l 1 F.F. EL�198.6 F.F. EL.=200.6 F.F.�L-=200.6 F.F. EL.=202.6 F.F. EL.=202.6 / / I T���A� rill �Fo�h QL'C)SSCO#3 / l / I10 M RIM=Z91-3E}199.03 / SSCO#6 1 i LE.=495 68(6")195.28 / RIM----2 9�201.45 / / a \ d Io.�d ssp#1 ( SSCO 4 I.E. 7-GA(6�)197.30. RIM 195° 1 I # SSS / / ° / C, I rn I � SSCO#2 RIM=48+-48199.53 FJM=�9�.93 SSCO#7 r. / / ® d °I / a ` 4 I I.E. S(6) RIM=�4197.21 I.E.- 6")195.48' I.E.- 6" 07.33 RIM= 201.88 1188.53 I.E.= 3-66(16)193.36 d - ) I.E.- 6" 197.64 it I ° r � r a � � d R 114 RD ° ° l v �r y RD TRD \° / g l d a d d a / / 208 All �-=40 __ N89 44 59 W 129.46 El El I l r E3- _ I- / a/ 1 / T- - - - - - - - - - 441 ad------- ----- _ . - 4_=-- ----------------- - - - - - - - ----- ---- EXISTING 5' 1961 d 192.93 -'-I - --- 19725SEWER EASEMENT I.E. 6") AFN# 7709060766 I.E.=�6(6) IE- 6„) - \' f 1 / a I \ / 192.31 PN LE.=19�96 / 8137900000 I l a ��Opj rr 68LF 13.40% 6" PVC SDR 35 @43�(PRIVATE) 33LF 6" PVC SDR 35 @ 819.519A-(PRIVATE) SSMH#1 CITY ASBUILT DATA LAMPHOLE RIM=489.5 192.86 IE 6"=48340-185.81 (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. REMOVE EXISTING WATER METER PERMIT# U16002091 SITE ADDRESSi 905 SUNSET BLVD NE RENTON, WA 96056 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 ACCOMPLISHED . "BE 9Y MEAM1IS OFA, WYE' 1MITH, CLEAN ,QUT 'AND; +5' BEND. TWO 45' BENDS SHALL NOT 6.E 4" BEND AS REQUIRED (NO MQR.E' _: ACCEPTABLE.'4SEE NOTE 1:1) THAN 145 BEND'. EVERY �N4. A" CLEANOUT WYE NTH CHANGE 1N DIRECTION OR. GRADE 45' BEND AND PLUG'_ WILL REQUIRE .A SURFACE SEE' ftSTE 'I1} � ..:............. CLEANOUT WYE. (SEE NOTE 11); .• H } t-CC) w a - HOUSE a HI iUSE-: H97USE= a.. O: I4" SURFACE CLEANOUT 4 SURFACE v SEWER PIPE, C (TYPICAL) 'T 6„z 6.,xb„<< WYE >x CLEANOUT (SEE STD ?LAN--'�07) WYE •$ Sr' P(t'E; $ff f4 S -4" TEST TES EVITH „ At MlNlia Litt LINE #ZE FOI PLUG FACE LIF? OTHER` TFfAl4_ stj a mmiLy. IS Vl 4' WYE NTH PROPERTY LIVE CLEANOUT (TYPICAL) i I PRO IEOTT - MIN. c� _ to c� '6"x 4" REDUCER c� f F: (TYPICAL)' MAIN SEWER LINE N 0 TE;" IF THE BUILDING' SEWER SERVES ANY FIXTURE HAVING: Dims 1„ Prime to instgllotion of a sanitary sawyer conn2Ctrah; 'a s4 ss-Wer . ,< FLOOD LEVEL LOCATED BtLOW THE EL£VATIOR, permit must be purchased 'from. the City of Renton ;P,uttlit Marks; o OF THE NEXT UPSTRI /AM MANHOLE COVER QF THE 'PREUENTION, Department. PUBLIC SEWER SYSTI=M, A BACKFLOW, o DEVICE SUCH AS CLEAN CHECK EXTENDABLE 23 BACKWATER VALVE OR APPROVED EQUAL SHALL 6E 2. Types,, pipe and fittings tliot can be used' for sanitary sevdsrs INSTALLED. shaft be approved by; the DePartmenE of Publta Works, Rubber as neoprene gaskets as. specified by the mcinufacturer; •shall lie ;FLEXI5LE COUPLING• (FERNC0 OR; EQUAL) used on .joints 3, A .M' 'himum grade of 2% (1 j4 per fewt) must be rn intaiti td. 3 SURFACE' CLEANOUT 4"x 4'x4" WYE' with 4 "pipe. 16 the :event a .-2% grede donnot be -ndintainect, the. owner must sign a :City of Renton -.grade release form and tklerl q-"' PIPING con install I;" pipe at o groda of 17L PI -AN BUILDING DRAIN FOR 4. for inspection of side se+xer call n4 hours in adurincE The L:a7 V ELEVA710N HOUSE inspection phone number is pn the side sewer perrrflt> qte must be ready far inspection and Iepresentative On 'site w}aeri~ inspector gr,'rives at. appointed time. "Side sealer and .Stubshall be, tested per City spe;jflcptlonsl Make tKe, cornnecttun of the MAIN TO PROPERTY LINE 5'-0'' S'-0" house Dp..npt backf4fi the dt#oh until.; ©pprovdl fS gnrep lay the 'be PROPERTY. LINE . :FROM THE 'HOUSE BUILDING DRAIN', inspector. Final npprovdI Will granted after the: exist1nq; septae, SIDE SEWER BUILDING SEINER 2I '. " tahk has been pumped out land- filled with sdnd` T.0` 0 , 3'-0"Mill. 5, Install side, sewer with 2' minimum '•.cove; 1$" cower is ollalJed - at the .house if outlet -Is shallm ' i:. 6, 7f Mde sewer stub 'is` not available. The oWhdrl sholl ba for its 4 N m> to m ln. zi -. o. a, a -, as a c m MR _ = C m z:�,. - x responsible, ;installation per stgntlard:: gwinq 406A, All. work witcrihin_ street right of -way shall be done."by o licensed anti m {. n x n.x ; M � I cn.� ?i �' b L.� o �'r�i .., banded contractor,. 0 Q� cn_� m r Q m c o c. L ,.10 A O x :m m ° ;a,, o A coo n, o a' c " �' 7. All work .sha If be accdtnplished in eccordddra4O: \vl#h; thS Wastiingtgtrl � O O cn p m x" r� m m D m m o -{, D Pi.f� ,. Industrial Safety. stnd Hedith :Act. (WISFtA) 5 y Z 7m.J W > U - X m m -a Z D. I .o �. v, o o D 13..411 trench. re.staratn far side sewers in the prJ�lto�11t AtWa1t ro r7 fl a>.e ,0 -1 `c'' z z shall conform to the- mast current Airanch restorgi.tiarf; Q o m` m rn` a, regiiiremsnts in :the RenEan .S.tartdard .Ara1»lhoi X- min a-z Z' c3 a rn- o t, cn `� 01 S. All building sewer aril) sjfie. at aer3 stittll fiiaue I ing';i : x` cn o :!jj Y accordance: ;whit standard# drowtrTg C» tin �" o v, A" m' 10. There shgN be a mhtmum 1i1 fapt Pori ort#dl sepgta#ton between A� D�t�Tt-�- sanitary side sewers s�rid water seraices bud o minirlaum �=#.oat c harzontal Separatlon between sanitgry.side sewyer6 and all other. ; bca m � ;- utilities. Q .o 11. The cleanout at Ah;e Righ#=of W -sh611 be installed per :BALL FOR LOCATIONS BEFORE YOU :[)16 Standard Plan 407. Tho GtennwJ ❑t the building, shall be 48HR LC?QAJQO S- 1-800-4244-5555 installed to ;surface grgde, 'A11 Atherr plggnouts shall ;be installed - _ .. _ ......_ _ _ _ _._ ._.._ .... .......... 3•R: within 12'" of .the surface. _-...... ......... T'�RICA BULLEIMI"ia l�E1p� STD. PWWYART i.t iQRKS FRAM PRQ��.RT`Y LINE T� , o� �►i�1.��llMiGi ;11flIIE�7`tQ�A, ��� 2t11� . � EXISTING FIRE HYDRANT (SOUTHEAST CORNER OF THE INTERSECTION AT SUNSET BLVD NE AND NE 9TH ST) DIAL CALL 48 HOURS BEFORE YOU C .. 11 W-390601 S-390601