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Home My WebLink AboutWTR2701762.14 3 9/ 10 w w Q O Z STA. 0+00 INTERSECTION zo O EASEMENT STA. 13+69 ( I' LT.) N.E. IOTH ST. EXIST. SAN. MANHOLE UNION AVE. N.E. & (CITY OF RENTON) 3 N.E. IOth ST. z (D RIM ELEV. 413.14 =� w z INV. ELEV. 404.24 REMOVE EXIST. PLUG Y SEE CONNECTION DETAIL " I (EXIST. 10" WATER 2 G -E 11F th STREET IOOwTY-0� RENTON E - O'-loll[)_I. - 2 G - ___ - - --- - - / - - _ __ - ___ ___ hE IOth ST _CITY OF RENTON 4' G 8" W=� - 1 i n -- �_--EL_ ----- -� STA.13+52(15' LT.) N.E. IOT + 2 . LT. N 81 10" x 10"x8" TEE (MJx FL) 8" GATE VALVE (FLxMJ) in�i ni tAif1 CI AAIL`C ID" PLUGI (MJ) z_ Co NC. OLOGKING. EXIT 8 WATER (K.G��W.D. NO. 90) I - _- 2"SD - - -L- - _ - - - 1n SS - /- - - _ \ I n 1_ -8„W 1312.12 - -- : -t - --�--! -- - - - 2.SD__ N.E.IOth ST. 4 G -.: - - - - - - - - = ,off - \- --- F e- STA. 0+07 (2.5 RT.) 1\ i JJim i2- CMO \ b 2" WATER SERVICES / I1 ' ( \ �` N �t3' 29�34"W 158.84 I / \ N 81�9' 34 41 I CONNECTION (W.D.90 1 1 - sc cI 0 2' TAPPING VALVE o I a \ r\ I \ \ \ 1 8 TEE I i � \ it I \SAN. SEW R ` STA .0+20 (2.5' RT. I i 1 LE NOU tv I ► J w WATER METER 1 i I w I co w < (BY W.D. 9D) U I/ 1 1 0 1 w a 1 (nI �I Ld IJJ =I 1 '> Ij I W I I LD in o cr I ' \ _ w II 1 I �I 1 o 0 I1 I \ O I 1- Q 1 �r N\ i� I I I 1 fi) W I \ _ = w 1 fW-- I 1 I W I< " OC + >. 1 WAT E M A 1 N 1 3, I,1 1= Iz -�'1 -- -� , o o : o 1_ I 1 oZ \ wAS BUILT z 1Q < <5' WAT E a cc� , ` W A S 0ASEMENIi - 0. I 0 i B��G of SALC �C-GO/�t�E� c) I I 1 I I Cr I to (DI S NiSENQ X --- r--- -- t /f/o. eE/o�o60Of) / 'N I 1 CL w A/0, 9/060(�,O 90& r`v- \ 63f 15 1 I I CovENA�/T No m I I I ( 63 1 15' WATER I t EASEMENT t h 1 I TA.3+1 S \\ STA. 0+73 (SLT.) W81 E ' 1 55'S I 9TA.0+00 .6+ W&E-6 GATE VALVE ( Lx MJ) 1 r\P� STA.3+37 (2.5' RV N81 S = I 1 $'x 90° (MJ) � r - t, � wASNr STA .0+00 (2.5' LT.) NW 81 SE i/ I 1 I C�Nw TH \, ASSY. _ N ae' z9' 34"u 94 " 2" x 45" ELBOW I L S BUILT) i -o EP \ I. RENTON �'FIALT ^ _ to _ _ \ _ CRIVE \ \ wt` GRAVEL DRIVE \ I _up ♦ \ _ I� WATER Et��SEMENT \ m KING CO. SAN. SEWER CLEANOUT RECOMMENDED FOR APPROVAL RECOMMENDED Fr 4 APPROVAL BY perfMkAhAFNDL0 `A► L/Vwl RECUM�OVA� A FOR By HATE'gppROVED BY., LL\74LF 6" Sj +02( )\NwaSEoP.V.C� 2 4' \ v3 02 0' �E B W2, -x-10-2TOT \ PROPOSED CHURCH , I LLLOT ` \ \ ` LLRA5 FIN FLF . ELEV. 416.25 \5 0 0+7325' ) WaE1 \ \ STA. ( V40 8"x6° TEE (MJx GATEVALVE (FLX MJ) SEE MECHANICA \ \ �� CONC! THRUST 6LOCKSPLANS FORCONTINUATIONa. N'a I wOL aN 88-24.48"W 327.23 GENERAL NOTES 1. Fire protection mains shall be constructed in accordance with the City of Renton Standards. 2. Domestic water service lines shall be constructed in accordance with King County Water District No. 90 Standards. 3. Sanitary sewer service line shall be 6" PVC at a minimum 1 percent slope and shall be constructed in accordance with the City of Renton Standards. SANITARY SEWER NOTES I. PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, ASIDE SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. THE CHARGE PER SINGLE RESIDENTIAL -CONNECTION IS $20.00. 2. TYPES OF PIPE AND FITTINGS THAT CAN BE USED FOR SANITARY SEWERS SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. RUBBERORNEOPRENE GASKETS AS SPECIFIED BY THE MANUFACTURER, SHALL BE USED ON JOINTS. 3. A MINIMUM GRADE OF 2% (V PER FOOT) MUST BE MAINTAINED WITH 4" PIPE. IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED, THE OWNER MUST GRANT A GRADE RELEASE TO THE CITY AND Tw--'CAN INSTALL 6" PIPE AT A GRADE OF 1%. 4. CALL 235-2631 FOR INFORMATION WHEN BUILDING SEWER IS READY FOR INSPECTION ANO TESTING.BUILDING SEWER AND SIDE SEWERS SHALL BE TESTED PERCITY SPECIFICATIONS. MAKE THE CONNECTION AT THE HOUSE. DO NOT BACKFILL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR. FINAL APPROVAL WILL BE GRANTED AFTER THE EXISTING SEPTIC TANK HAS BEEN PUMPED OUT AND FILLED WITH SAND. 5. INSTALL SIDE SEWER WITH 24" MINIMUM COVER. 18" COVER IS ALLOWED AT THE HOUSE IF OUTLET IS SHALLOW. 6. IF SIDE SEWER ►S NOT AVAILABLE, THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION. THE SIDE SEWER SHALL BE A MINIMUM OF 6"IN SIZE. IF TEE IS NOT AVAILABLE, THE MAIN SEWER LINE MUST BE TAPPED THRU A CAST IRON SADDLE. ALL WORK WITHIN STREET RIGHT- OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT. (WISHA). 8. ALL TRENCH BACKFILL & BEDDING FOR SIDE SEWERS IN THE PUBLIC RIGHT OF- WAY SHALL CONSIST OF 5/8" MINUS CRUSHED ROCK. W�ter As- bu►If only 3 f z71EXISTING 10" VALVE AND 10" PLO(MJ�EX.TEMP. 13LOCK (U'PLUG W, STA. 0+ 74 (2.5 LT.) W81 E TEMP B.O. FOR POLYPIGGING ASSY INSTALL: 8"x8" VERT. CROSS (MJx FL1- 8" BLIND FLANGE I - Sr' BLIND FLANGE W/ 2" TAP 1- 2" PLUG 1- 8" PLUG W/ TEMP. BLOW -OFF (MJ)2iNcH FOR POLYPIGGING INSTALL: I - 10x 10" VERTICAL CROSS (MJxFL) 1 - 10BLIND FLANGE 1- 10" BLIND FLANGE W/ 2" TAP ii1- 2 PLUG I -10" (MJ) PLUG W!q TEMP. BLOW -OF ASSY. NOTE: CONNECT ONLY AFTER PRESSURE AND PURITY TESTS 10"SOLID SLEEVE 10"DI P NIPPLE BEFORE AFTER WATER CONNECTION DETAIL CL S.E. 116th STREET BitSS 100 LF 50%EXIST. SAN. MANHOLE RIM ELEV. 413.14 INV. ELEV. 404.24 t00 LF 8" PVC SS (@ 1.50 % SAN. SEWER CLEANOUT RIM ELEV. 413.1± INV. ELEV. 405.74 SEE DETAIL WATER NOTES (Fire Protection) 1. All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSDOT/APWA Standards and Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right-of-way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Department of PublicWorsts at 235-2635. All street closures, ppaartial or full, shall be approved by the Department of Public Works 24 hours in advance. The Police Department, Fire Department, and 411 shall be notified 24 hours in advance. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locate call 48-Hour Locators, 1. WO.424-5555. 4. All water main ppipe to be cement tined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be class C. All ductile iron pipe installed South of Sunset Blvd. (Empire Way, SR 900) and West of SR 167 (East alley Freeway) or in soils of high resistivity shall be polyethylene wrapped per ANSI/AWWA C105-77 Standards. 5. Cast iron -and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10 82. Cement lining shall be in accordance with ANSI/AWWA C104 A21.4-85. If fittings are 3 inches to 12 inches in diameter and have mechanical jjoints, the fittings shall be in accordancewith either ANSI/AWWA C110/A21.10-82 or ANSI/AWWA C153/A21.53- 84. 3-inch to 12-inch diameter fittings ytich have mechanical joints and/or flanged 'oints shall be in accordance with ANSI/AWWA C110/A21.10.82 or a combination of ANSI/AWWA C110/A21.10.82 and ANSI'AW�A ClS3/A21S3 84 such that the portion of the fittin with a mechanical joint(s), may be in accordance with ANSI/AWWA C�3/A21.53-84 and that portion of the fitting with flanged s shall be in accordance with ANSI/AWWA C110/A21.10-82. Acceptance testing in accordance with section 53-5.3 of /AWWA C153/A21.53-84 or with section 10-4.3 of ANSI/AWWA C110/A21.10-82 shall be obtained by the contractor and transmitted to the owner. 6. Gate valves shall conform to AWWA C500 and shall be iron body, bronzed -mounted double disc with bronze wedging device and O-ring stuffing box. Valves shall be designed for a minimum water operating pressure of �00 PSI. Gate valves shall be Clow List 14, Mueller Company NO. A2380, or MACH. All valves 12" in diameter and larger, shall be installed in a vault. See water standard detail for 12" Gate Valve Assembly Vault and 1" Bypass Installation. 7. Fire hydrants shall be Corey type (opening with the pressure) conforming to AWWA C-504-80 with a 6 inch inlet and a M.V.O. of 5 inches, two 2-J inch hose nozzles with national standard 7 inch, 60 de es V. threads, O.D. thread 4.875 and root diameter 4.6263, 1-1 inch pentagon operating nut opened by turning counter clockwise (left8. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, water mains are to be lowered to clear. 9. All water mains six (6) inches in diameter and larger shall be cleande with pipe cleaning "PIGS" prior to disinfection. The "Poly Pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 Ib/cu ft density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. "PIGS" shall be cylinder shaped with bullet nose or square end. The City forces will assist contractor who will perform the cleaning operation. e. All water mains and services shall be pressure tested to a minimum of 200 PSI or 150 PSI over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. 9b. All water mains and services shall be disinfected by the injection of a 50 ppm (Minimum concentration) chlorine/water solution. DrryyCalcium H hlorite shall NOT be laced in the pipe as lard. Chlorine shall be metered/injected in accordance with Section 7-11.3(12)Eor 7-11.3(1�P of the Standard Specifications referenced in 1 above.10, A preconstruction conference is required prior to any construction. A minimum of 3 (three) working days notice is required for sche-,.sing. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineer's Office. Twenty-four hour notice will be required prior to starting new construction. 11. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 12. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 13. A11 connection to existing mains to be accomplished by the City of Renton, except wet taps which may be made by approved wet tap contractors with prior approval of from the Department of Public Works. All necessary excavation and materials to be supplied by the contractor and be on -site prior to City notifications. 14. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. The contractor as well as the Engineers shall keep as -built drawings. 15. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. 16. All joint restraint systems (shackle rods, nuts, bolts etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio or equal approved in writing by the Department of �ublic Works. '7. Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutter:, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to an existing expansion joint. 18. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton polity, within ten days. Call for subgrade inspection prior to placement of final patch. Trenches will not be left open over night without prior written approval of the Inspector. 19. For City projects such as telemetry conduit, the PVCpipeused shall be schedule 40 in unimproved areas and schedule 80 under improved areas. Ail chemical process lines shall be schedule 80 PVC pipe November 3, 1988 COREY TYPE FIRE HYDRANT EQUAL TO IOWA F-5110 AS SHOWN, PACIFIC STATES CAST IRON PIPE CO. MODEL 2, OR APPROVED EQUAL. 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4- MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS. 1-1/2" PENTAOON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, PRESERVATIVE PAINT No. 43-114, INTERNATIONAL YELLOW OR APPROVED I EQUAL. PUMPER CONNECTION TO FACE ROADWAY HYDRANT ASSEMBLY FOR 4-1/2' TRENCH. BLUE TRAFFIC REFLECTOR SEE STANDARD DETAIL SHEETTWO-PIECE CAST IRON VALVE BOX, EQUAL TO RICH VALVE CO., STANDARD 6" TOP SECTION WITH REGULAR BASE SECTION. LENGTH TO FIT. CONCRETE BLOCKING CONCRETE BLOCKING O CAST IRON TEE, WITH 6- FLANGE SIDE OUTLET 6" DUCTILE IRON PIPE, CLASS S2, CEMENT LINED, LENGTH TO FIT TWO 3/4- STEEL TIE RODS, 96" x a" x 4' MINIMUM LENGTH TO FIT. SEE STD DETAIL CONCRETE BLOCK FOR TIE RODS. 7 CU. FT. MINIMUM WASHED GRAVEL PASSING 1-1/2- AND RETAINED ON 1/4- MESH FOR DRAIN 2" WATER SERVICE 10® LF 8tt PVC S S SAN . SEWER CLEANOUT RIM ELEV. 413.1± INV. ELEV. 407.24 SEE DETAIL SANITARY SEWER PROFILE GATE VALVE IFLx MA EQUAL TO MUELLER CO. A-23a0-16 11"0 CLEAR OPENING LAMPHOLE COVER EQUAL TO OLYMPIC FOUNDRY CO. NO" 5931. 2 t _611 FIRE HYDRANT ASSEMBLLEARTH OR GRAVE SQ RE Pvc SS 8t, �F '50150/0 CLEANOUT RIM ELEV. 413.0 - INV. ELEV. 408.74 SEE DETAIL PROPOSED CHURCH PAVEMENT CONCRETE i SECTION 12"0 PIPE 12 LONG APPROVED WATERTIGHT PEA GRAVEL PLUG OR CAP AT END SEWER PIPE WYE- BEND TO FIT SEWER PIPE INV. ELEV. 411.0 SEE MECH. PLANS FOR CONTI NUATI ON SHEET C OF 2 CLEANOUT ., z r. 1, 0 = w D cc 3 n � ? J o. 2 W 0. �1 LU _ c � J J Z 0 oc W a � J Z 0 H Z w cc CIDi N "a aQ rn ' ,.o 3 E LLSrJ� O Np # �? 1st C+ 3 ,t -'1 v 01 f N� VQ Q ESIt Q' Y� 3' rya 3 Q31 v �I 1),Ite_- 7 / 1 / 87_ -- Scale ---I "= 40' I )rtiigned-W_OM--- - - - l)ra„I1-_ - JD C - --- Cherked -- _ =�PPrtivtd-H'-" SCALE: HORiZ. 1" = 40' VERT. 1" = 5' Ih, Number 3-_301 -01_01-20 __