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HomeMy WebLinkAboutzW-3902SetNOTE: H H LOT 1 PROPOSED HOUSES STA 4+50.0 10" X 10" POLY PIG STATION FOR CLEANING OF WATER MAIN PER CITY OF RENTON STD. \\PLAN 300.E STA 4+52.5 1-10" CAP (MJ) WITH CONCRETE BLOCKING PER CITY OF RENTON STD. PLAN 330.2 12.5' LT 7-vzSEE NOTE 3 ('Z:TYP.) _ 3 52.0' 3 �_ N 88° 19'45" W 4 00 -W W I_ L STA 4+47.0, FIRE HYDRANT AS L PER THE CITY OF RENTON STD. PLAN 310.1 W/ 10"x6" TEE (MJxFL) AND 6" GATE VALVE (FLxMJ) STA 4+37 5 1" WATER SERVICE TO LOT 1 PER CITY OF RENTON STD. PLAN 320.1 STA 4+40.5 1" WATER SERVICE TO LOT 2 PER CITY OF RENTON STD. PLAN 320.1 PORTION OF THE SE 1/4 , NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M. I C ' HYDROSEED DISTURBED OFF -SITE LANDSCAPED AREAS DUE TO DETENTION CONSTRUCTION, (TYP.) 10" DIP WW - 3+00 15.0' WIDE UTILITY EASEMENT TO BE DEDICATED TO THE CITY OF RENTON FOR NEW WATERMAIN. STA 4+00.5 1" WATER SERVICE TO 4000 NE 24TH ST. PER CITY OF RENTON STD. PLAN 320.1 I - i370.00' S6 W UNDERGROUND POWER & TEEE N THIS AREA 00 n Ln - to m _"�r T// � w m Z 0 u� W 00 Z REPLACE DISTURBED GRAVEL 11 DRIVEWAY WITH 4 INCHES OF 1-1/4 INCH MINUS CRUSHED SURFACING BASE COURSE TEL M ELT MAI�BOXI; 12.0 STA 1+76.5, RT 0 FIRE HYDRANT ASSEMBLY PER THE IBC CITY OF RENTON STD. PLAN 310.1 L"c"� W/ 10"x6" TEE (MJxFL) AND 6" 0 0 GATE VALVE (FLxMJ) I z - - - I 5.20' 2+00 W o 10" DIP W 10" GATE VALVE (MJxMJ) 30.00' 00- 0 0 1+ 0 Ln o - W 15.50' 1 DICATIONLA ~ NE 24TH STREET CONTRACTOR TO POTHOLE & VERIFY DEPTH OF EXISTING UTILITIES IN UNION AVE. NE. -�12% 10" TAPING TEE (MJxFL) W/ 10" TAPPING GATE VALVE (FLxMJ) & THRUST BLOCK PER CITY OF RENTON STD. PLAN 300.1 MINIMUM 6.5' WIDE ASPHALT TRENCH RESTORATION PER CITY OF RENTON STANDARD PLAN H032.1 CROSSING WITH EXISTING 36" CITY OF SEATTLE WATER MAIN (SEE NOTE 1) 0 0 + + w z z _j z SHALLOW CROSSING (SEE NOTE 1) 460 EX. CL GRADE 460 Cn LOT 2 ROW STA 4+40.5 ____�_� _ - - 1" WATER SERVICE _ TO LOT 21 STA 4+37.5 STA 4+00.5 1" WATER SERVICE CE TO _ MIN. 3.0' GREATER 455 TO LOT 1 40 OANER 4THVIST. - - - - PR. CL GRADE COVER THAN 4.8' GAS, DEPTH 455 STA 4+50.0 ......... - - f -- .. 97 �cQs LF 10" DIP WATER UNKNOWN. 10" X 10" POLY CONNECT TO PIG STATION 2 10" GATE VALVE STA FIRE 1+76.5 HYDRANT » EXISTING 12 MAIN 450 LF 1 O" DIP WATER 1.0 MIN ASSEMBLY SEPERATION 450 - .................... 1.5 MIN. .................. ......... ......... ........ ..... ... EXIST.: 12" CJ (SEE NOTE 3) (J EXIST. 36" 10" GATE VALVE STA 4+47.0 SEATTLE FIRE HYDRANT ' N C/� �� WATFR MAIN VERTICAL THRUST 445 ASSEMBLY w � w LO x, Ln X. VERTICAL THRUST x, BLOCK PER STD. 445 STA 4+52.5 4+50 ...... 4+00 ... I ....................... 3+50 I I 3+00 2+50 ........ I .......... 2+00 1+50 BLOCK PER STD. I 1+00 PLAN 330.2 0+50 1-10" CAP (MJ) WITH PLAN 330.3 CONCRETE BLOCKING WATER MAIN PROFILE SCALE: 1 "=20' HOR. 1 "=5' VERT. w z EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 1. IF THE EXISTING CITY OF SEATTLE WATER MAIN HAS MORE THAN 4.8-FEET OF COVER THEN THE PROPOSED WATER MAIN MAY CROSS OVER THE EXISTING 36" MAIN. IF THE EXISTING SEATTLE MAIN HAS LESS THAN 4.8-FEET OF COVER THEN PROPOSED MAIN SHALL CROSS UNDER THE EXISTING MAIN. 2. MAINTAIN A MINIMUM 7.0' HORIZONTAL SEPARATION BETWEEN WATER UTILITIES AND STORM DRAINAGE UTILITIES. 3. MAINTAIN A MINIMUM 1.5' VERTICAL CLEARANCE BETWEEN WATER UTILITIES AND STORM DRAINAGE UTILITIES. 20 0 20 40 horizontal scale feet DEEP CROSSING (SEE NOTE 1) LOT 2 ROW 4E0 MIN. r- 3.0' - - - - COVER LESS EXIST. 4" EXIST. 36" THAN 4.0' GAS, DEPTF 455 ......I..........1.0 MIN ................ SEATTLE UNKNOWN. WATER MAIN SEPERATION CONNECT TO ` EXISTING 12" MAIN ....VERTICAL ... .. 450 THRUST EXIST. 1 " WATFP BLOCK PER 10" GATE VALVE STD: PLAN : 6 330.3 U' VERTICAL THRUST LO w BLOCK PER STD. 445 1+50 VERTICAL THRUST 1+00 PLAN 330.3 0+50 BLOCK PER STD. PLAN 330.2 CALL 811 BEFORE YOU DIG Green Lake Engineering, LLC O��oF MA kFti� SURVEYED: SCALE: 2 PER CITY REVIEW COMMENTS RMK 2 15 16 RMK VERTICAL: NAVD ,see p �, ,� � HANSEN SURVEYING HORIZONTAL: NAD 1983/1991 6045 4th Ave. NE, Seattle, WA 98115 �4 =z� 3 PER CITY REVIEW COMMENTS RMK 7 01 16 RMK DESIGNED: SCALE Phone: 206-525-5332 4 AS -BUILT RMK 3 16 18 RMK R. KEHRLI, P.E. DRAWN: email: bob.kehrli@greenlakeengineering.com o 48089 R. KEHRLI, P.E. (� ONE INCH DATUM Contact . Bob Kehrli, PE F��FGSE ���=� CHECK WILAT LIAMS, P.E. IF NOT ONE SCALE ANAL NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY CITY OF ML RENTON Planning/Building/Public Works Dept. RECOMMENDED FOR APPROVAL BY: DATE: BY: DATE: BY: DATE: BY: DATE: WATER MAIN EXTENSION & STORM DRAIN TU SCAN Y CONSTRUCTION, LLC WATER MAIN PLAN & PROFILE 3956 NE 24TH STREET F8/10/2016 PAGE: DRAWING NO: SHEET: 3 OF: 8 0 NEEM"MIMME PORTION OF THE SE 1/4 , NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M. H H z. D W W U) Z N W z LO TYPE 2 CB, 54" DIA. FLOW _\ FRAME AND SOLID COVER MARKED CONTROL STRUCTURE PER "DRAIN" WITH LOCKING BOLTS KCSWDM 5.3.4.A 6" MIN. ELBOW RESTRICTOR FROM CHAMBER 12" I N V= 449.88 2.0' a FROM UNDERDRAIN 4" I N V= 449.38 2.0' a as 12" FLOW CONTROL STANDPIPE OVERFLOW EL=451.71 I N V= 450.71 a ORIFICE=0.80" I N V= 450.48 ORIFICE=1.00" TO PERK FILTER I N V= 449.38 SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) SEE KCRS DWG. 2-026 PIPE SUPPORT (TYP.) RESTRICTOR PLATE W/ 0.772" ORIFICE FLOW CONTROL STRUCTURE REMOVABLE 1°/^ Trn Tl �l IT COUPLINI SCALE: N.T.S. i" MIN. T MAX. PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW RESTRICTOR_ SCALE: N.T.S. Green Lake Engineering, LLC O��6F MA kF 6045 4th Ave. NE, Seattle, WA 98115°Q �� Phone: 206-525-5332 email: bob.kehrli@greenlakeen ineerin com 48 < g g • oa8oss a Contact : Bob Kehrli, PE ss;G SsT 0 AL O Q BOLTED & GASKETED ACCESS Washington Op COVER/HATCH, STANDARD. ALTERNATE COVERS & GRATED INLET OPTIONS GOLD* = AVAILABLE. LL. TOP SLAB. RISER SECTION r ; AS REQUIRED. INLET. INLET/BYPAS MODULE. PERK FILTER TM CARTRIDGE. BASE ' SECTION. " CONCRETE FALSE FLOOR. U TLET. Notes: 1. Precast concrete structure shall be manufactured in accordance with ASTM Designation C478. 2. Filter system shall be supplied with traffic rated (H20) bolted & gasketed 036" circular access covers with risers as required. Field poured concrete collar required, by others. 3. Inlet & outlet pipe(s) are to be 018.00" maximum. Inlet pipes must enter the structure in the inlet bay. 4. Inlet chamber shall be supplied with drain -down device designed to remove standing water between storm events. 5. Minimum separation between invert in & invert out is outlet pipe diameter plus 4.00". 6. For depths less than specified minimums contact Oldcastle® Stormwater Solutions for engineering assistance. * Treatment Flow Rates shown conform to Washington State GULD Specifications Perk Filter TM 10Oldcastle° ©®® QS48.00"Manhole Stormwater Solutions 7921 Southpark Plaza, Suite 200 1 Littleton, CO 180120 1 Ph: 800.579.8819 1 oldcastlestormwater.com THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE Washington State GULD Cartridges/ +al l.IrlU ,Jes/ Stacks , USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY COPYRIGHT ©2015 OLDCASTLE PRECAST, INC. ALL RIGHTS RESERVED. Media One to Two liDRAWING N0. REv ECO J1 7 DATE Filtration g PF-MH-48-WA NR ISM 2- /15 �)M 4Hl L I I CL SURVEYED: SCALE: HANSEN SURVEYING SCALE DESIGNED: R. KEHRLI, P.E. DRAWN: R. KEHRLI, P.E. ONE INCH CHECKED: AT FULL SCALE C. WILLIAMS, P.E. IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY Media Filtration 0 INLET, J 018.00" MAX. PIPE SIZE. SEE NOTE 3. TOP SLAB & COVER NOT SHOWI` IN THIS VIEW FOR CLARITY FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. SEE NOTE 2. INLET; 018.00" MAX. PIPE SIZE. SEE NOTE 3. DRAIN DOWN TUBE. 33' [4.00"] A Washington GOLD* OUTLET, 018.00" MAX. PIPE SIZE. SEE NOTE 3. BOLTED & GASKETED ACCESS COVER/HATCH, STANDARD. ALTERNATE COVERS & GRATED INLET OPTIONS AVAILABLE. 04.00' [48.00"] - OUTLET, 018.00" MAX. PIPE SIZE. SEE NOTE 3. MINIMUM DEPTH Minimum Depth PIPE SIZE 06.00" 08.00" 010.001, 012.00" 015.00" 018.00" CARTRIDGE TYPE MINIMUM DEPTH RIM TO OUTLET MINIMUM DEPTH RIM TO OUTLET MINIMUM DEPTH RIM TO OUTLET MINIMUM DEPTH RIM TO OUTLET MINIMUM DEPTH RIM TO OUTLET MINIMUM DEPTH RIM TO OUTLET 12" 3.67' [44.00"] " " " „ „ „ „ „ 1 . 1 . 048.00" PERK FILTER MANHOLE TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS CARTRIDGE STACK CONFIGURATION CARTRIDGE 12" 18" 12" & 12" 12" & 18" STACK QUANTITY TREATMENT FLOW RATE (GPM / CFS) TOTAL FLOW CAPACITY (CFS) TREATMENT FLOW RATE (GPM / CFS) TOTAL FLOW CAPACITY (CFS) TREATMENT FLOW RATE (GPM / CFS) TOTAL FLOW CAPACITY (CFS) TREATMENT FLOW RATE (GPM / CFS) TOTAL FLOW CAPACITY (CFS) 2 13.6 / 0.03 2.47 MAXIMUM HEAD LOSS 1.7 FEET Perk Filter T M 048.00" Manhole Washington State GULD One to Two Cartridges / Stacks BEFORE YOU DIG Oldcastie") Stormwater Solutions 7921 Southpark Plaza, Suite 200 1 Littleton, CO 180120 1 Ph: 800.579.8819 1 oldcastlestormwater.com THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2015 OLDCASTLE PRECAST, INC. ALL RIGHTS RESERVED. DRAWING NO. REV ECO ��� �� DATE PF-MH-48-WA NR ISM 4!2� '�, ISM 27/1.> siILL 1 2 of z RECOMMENDED FOR APPROVAL BY: DATE: BY: DATE: BY: DATE: BY: DATE: HORIZONTAL: NAD 1983/1991 CITY OF WATER MAIN E X TE N S I 0 N & STORM DRAIN 8/ 10/z"D FIELDru TU SCAN Y CONSTRUCTION, LLC PAGE: OOK: _ RENTON N PAGE: DATUM Planning/Building/Public Works Dept. FLOW CONTROL & WATER QUALITY DETAILS DRAWING NO: 3956 NE 24TH STREET SHEET: 6 OF: 8 W-390203 R-390203�SMON7M CAFE 811 VERTICAL' NAVD 1988 PORTION OF THE SE 1/4 , NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E.) W.M. H H Z* D H N W z LO Z ILI z TESTING DETAIL V) x 18 FT W TEMPORARY 2" GALVANIZED PIPE NEW D.I. WATER LINE o AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) TAPPING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF e° CONCRETE BLOCKING TEMPORARY BLOCK W Z NEW WATER MAIN POLYPIG �. ° J W a 3 0 z FINAL CONNECTION DETAIL w ONEW D.I. WATER LINE R ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES 1TAPPING . PING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR VERTICAL CROSS FOR POLYPIGGING STATION: EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE AND VALVES SHALL BE WATER TESTED BEFORE TAP VERTICAL CROSS (MJ X FL) 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT ONE BOND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY ONE BLIND FLANGE ON BOTTOM OF CROSS SPEER TAP OR SUPERIOR TAPPING INC. ONE PLUG (MJ) ON END OF CROSS 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL CONCRETE BLOCKING ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING DISINFECTION OF NEW WATER MAIN STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. ti PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN - 300.1 ��Y PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6 i ' DEPARTMENT � TAPPING TEE & VALVE "i DEPARTMENT WATER MAINS F MARCH 2O110 �� T MARCH 2O110 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE My PRIVATE SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER FOR TOUCHREAD PIT LID (SEE DETAIL A -A) CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, wl ? I IN UNIMPROVED RIGHT OF J 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS f WAY INSTALL METER BOX AT STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO PROPERTY LINE WITH 12" BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE w. LONG COPPER TAILPIECE. of. PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR 9" MIN o APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS 12" MA X a I SIDEWALK a DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO FINISH GRADE BE USED IF REQUIRED. TOUCHREAD WATER z > METER TO BE J MIN. 18" TO 20" BEHIND BACK OF o0 SUPPLIED BY THE I 12" Q� 36" MIN COVER N W CURB OR 12" BEHIND BACK OF M CITY �o J TYPE "K" SOFT NFU 3' SIDEWALK THAT IS ADJACENT TO COPPER TUBING CURB 22-1/2' 4.875 x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE v SECTION LENGTH TO FIT. VALVE NUT EXTENSION EXPANSION JOINT AT NEW DUCTILE IRON WATERMAIN ® BACK OF SIDEWALK AS REQUIRED. IF SERVICE LINE TO HOUSE IS 3/4" OR 1" 2„� CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A f OR PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE TO BE INSTALLED IN THE FUTURE GALVANIZED OR INSTALL FORD C1 OR 44 FIPT PLUG x COMPRESSION COOUPUP LOOP DOWN TO CENTERLINE „ OF WATER MAIN TO 36" MIN PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD COVER CONCRETE BLOCKING SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR •`�;�y"•;L: MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET O '} CORPORATION STOP WITH BALL VALVE. FORD COPPERSET�RFOR 1" METER: 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 CONCRETE (3/4" FB1000-3-0) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. (1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. NOTE: 16" 8" 4" MININUM ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE x x 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT BOTH SIDES OF METER BOX. POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC LEVEL ALL GROUND METER READ) TOUCHREAD DEVICE LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS 2-1/2" MIN. FROM NEAREST - AND FRONT EDGE OF PIT LID 1 ONE MAN ROCK , : .t•?r,•:'• �6 14" 6 4 RIB e 6" CONCRETE PAD L 6" CONCRETE PAD I CUT FILL NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM HYDRANT LOCATION IN CUT OR FILL UNLEE ALLOS THE IOF NUDETO TI HTEN AGAINST THERIBS OPENRIBSSIDE MORE THAN ONE RIB. + n� PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 GAY PUBLIC WORKS n + � 34" AND 1" WATER SERVICE STD. PLAN - 320.1 �•`o DEPARTMENT �'•`o DEPARTMENT r� MID CAFE 811 BEFORE YOU DIG WATER UTILITY NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & 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 Public Works Department at 430-7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 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 locates call 48-hour locators 800-424-5555. 4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting. 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6. All watermain pipe is to be cement lined 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 Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards. 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421 /4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and 0-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning counter clockwise (left). 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the some design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1 /8 inch, coated, stainless steel, aircraft cable. Green Lake Engineering, LLC y WAS Fti� SUR EYED:HANSEN SURVEYING 6045 4th Ave. NE, Seattle, WA 98115°�` �c�� DESIGNED: Phone: 206-525-5332 N z R. KEHRLI, P.E. DRAWNR. KEHRLI, P.E. email: bob.kehrli@greenlakeengineering.com �o�48089 0 �� CHECKED: Contact : Bob Kehrli, PE �SS/ONAL/STERG C. WILLIAMS, P.E. N0. REVISION BY DATE APPR APPROVED: SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning `PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18. All watermains 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. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be metered/injected in accordance with Section 711.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. 20. A pre -construction conference is required prior to any construction. A minimum of five working days notice is required for scheduling. 21. Twenty-four (24) hours notice will be required prior to starting new construction. 22. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 23. 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. 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City notifications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services twenty four (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. 27. 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 Public Works Department. 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint. 29. 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 policy, within 10 days. Call for subgrade inspection prior to placement of final patch. * 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. CITY OF RENTON Planning/Building/Public Works Dept. WATER MAIN EXTENSION & STORM DRAIN TU SCAN Y CONSTRUCTION, LLC WATER DETAILS / NOTES 3956 NE 24TH STREET F8/10/2016 PAGE: DRAWING NO: SHEET: 4 OF: 8 & M 0 1 D-1 N N ME E E 0,