Laserfiche WebLink
N <br />fl <br />UNDISTURBED � UNDISTURBED UNDI <br />SUBGRADE <br />SUBGRADE �THRUST BLOCK Sl <br />_III_ <br />A \��/%n: THRUST BLOCK <br />THRUST B <br />N <br />°d <br />--Oil <br />SOLID CORE OPENING FOR BLOW <br />BLOCK OFF PIPING <br />90° BEND <br />TAPPED CAP <br />4"x8"x16" SOLID CORE <br />BLOCK, CONC. SLAB OR C <br />STEEL PLATE I — UNDISTURBED <br />III= IIII=1i11���/�/�SUBGRADE IIII-I <br />U•Q,a I THRUST BLOCK <br />THRUST BLOCK011 <br />— <br />_ p p, p • III - �/ <br />R <br />THRUST BLOCK <br />UNDISTURBED <br />SUBGRADE 45® PEND <br />CAP <br />t C /� UNDISTURBED <br />SUBGRADE TWO 1 /2" DIA. RODS FOR <br />10" SIZE AND SMALLER <br />TWO 1" DIA.. RODS FOR <br />p SIZES LARGER THAN 10" <br />THRUST BLOCK <br />11 1 /4 BEND <br />F <br />THRUST BLOCK <br />NOTE TO CONTRACTOR: FOR CURRENT CITY STANDARD DRAWINGS, VISIT <br />https://everettwo.gov/1531/design--construction-standards, AS CITY <br />STANDARDS ARE UPDATED FREQUENTLY. STANDARD DRAWINGS INCLUDED <br />HEREIN SHALL BE FOR REFERENCE ONLY. ALL CONSTRUCTION SHALL BE <br />PER CURRENT CITY STANDARDS AT THE TIME OF CONSTRUCTION. <br />TEE <br />NOTE: <br />ADDITIONAL BLOCKING <br />MUST BE PROVIDED <br />IF VALVE IS AT END <br />OF LINE DURING TEST <br />IIIp Q <br />-IIII F <br />IIII=1I IIII I IC111=IIII-1I <br />VALVE UNDISTURBED <br />SUBGRADE <br />PIPE <br />SIZE <br />(INCHES) <br />THRUST <br />TEST <br />PRESSURE <br />(PSI) <br />Id UUK I AbLL <br />MIN. BEARING AGAINST UNDISTURBED SOIL(SQ.FT.) <br />A <br />D <br />F <br />3 OR 4 <br />200 <br />4 <br />3 <br />2 <br />1 <br />NONE <br />NONE <br />6 <br />200 <br />6 <br />6 <br />4 <br />2 <br />NONE <br />NONE <br />S <br />200 <br />14 <br />10 <br />7 <br />4 <br />2 <br />3 <br />10 <br />200 <br />21 <br />15 <br />11 <br />6 <br />3 <br />4 <br />12 200 29 21 16 6 4 5 <br />g <br />v <br />14 200 39 26 21 11 5 7 <br />16 200 50 36 27 14 7 9 <br />THRUST BLOCK NOTES: <br />1. THRUST BLOCK SIZED PER NFPA24, LATEST EDITION. <br />® 2. SQUARE FEET OF CONCRETE THRUST -BLOCK AREA BASED ON SAFE SOIL BEARING LOAD OF 2000 POUNDS PER <br />SQUARE FOOT AND WATER PRESSURE OF 200 PSI. <br />3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/2 SQUARE FOOT BEARING AGAINST <br />THE FITTING. <br />® 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR <br />2 <br />ry <br />BALL <br />VALVE <br />CHECK / <br />VALVE —/ <br />J LLJ <br />a_ 0- <br />0 <br />2" METERED WATER SERVICE <br />0 <br />z <br />w <br />0 <br />0 <br />0 <br />V <br />z <br />0 <br />Q <br />0 <br />SCALE: N.T.S. <br />IN <br />TES <br />A. ROMAC, FORD OR MUELLER DOUBLE STRAP SERVICE SADDLE WITH I.P. THREAD TO BE USED ON ALL MAINS 4" DIA <br />AND LARGER. ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES <br />DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS EXPENSE. <br />B. 2" BRASS NIPPLE. <br />C. HEAVY DUTY 2" GATE VALVE WITH RESILIENT SEAT AND 2" OPERATING NUT. GATE VALVES SHALL BE "WATEROUS" <br />SERIES 2500 OR CITY APPROVED EQUAL, <br />D. MUELLER H-15451N OR H-15428N OR APPROVED EQUAL. USE APPROPRIATE STAINLESS STEEL INSERT STIFFENER <br />WITH POLYETHYLENE TUBING. PHYSICAL BENDS IN POLY PIPE ARE NOT ALLOWED, USE BRASS ELBOWS, <br />E. RESIDENTIAL SERVICE <br />1. PROVIDE 2" POLYETHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS: <br />a. AWWA C901. <br />b. ASTM D2737, SIDR 9 (pe3608/4710). <br />c. ASTM 3350 - PE3608 OR PE4710. <br />2. PROVIDE A #10 AWG, SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR <br />DIRECT BURY. <br />a. WRAP WIRE AROUND TUBING, ONE WRAP PER FT, ITS ENTIRE LENGTH,. <br />b. SECURE ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF 18" <br />OF THE OTHER END IN THE METER BOX. <br />F NON-RESIDENTIAL SERVICE <br />1. PROVIDE 2" TYPE K COPPER TUBING MEETING ASTM B88, ANSI/NSF 61 & APPLICABLE IAPMO STANDARDS. <br />G. BRASS ELBOWS & NIPPLES AS NEEDED. <br />H. METER SETTERS SHALL BE "FORD" 70 SERIES COPPER SETTER VBH77-12B-11-77 WITH HORIZONTAL INLET AND <br />OUTLET OR APPROVED EQUAL. <br />I. METER SHALL BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS <br />EXPENSE. <br />J. PROVIDE METER BOX BODY MANUFACTURED BY "RAVEN PRODUCTS, MODEL RMB-17-30-12", MOUSEHOLES CUT, <br />WITH AASTHO H-20 RATED DUCTILE IRON FLUSH SOLID COVER LID OR EQUAL, <br />K. PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING: <br />L. ADJUSTABLE VALVE BOX AND EXTENSION SEE STD 505. <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />Ctfy Eng Weer 5ectm Manager UD Manager Drawn By Current Rev Date <br />RM SASS R. HEFTI PAUL.WILHELM NJRB 03/06/2017 <br />TITLE <br />STANDARD DRAWING No. <br />METERED WATER SERVICES <br />211 <br />502 <br />NOTES <br />1. CONTRACTOR SHALL INSTALL VAULT, BYPASS, AND <br />STRAIGHT PIPE THRU VAULT. CITY UTILITIES <br />DEPARTMENT SHALL PROVIDE AND INSTALL ALL <br />FITTINGS AND APPURTANCES WITHIN THE VAULT <br />INCLUDING METER, AND VALVES AT THE <br />DEVELOPERS OR CONTRACTORS EXPENSE. <br />2. CITY OF EVERETT WILL SUPPLY AND INSTALL METER <br />AND ACCESSORIES REQUIRED TO COMPLETE <br />CONNECTION. <br />3. PIPING AND METERS SHALL BE SUPPORTED BY <br />STEEL STANDS, THE NUMBER OF AND PLACEMENT <br />OF SUPPORT STANDS TO BE DETERMINED BY CITY <br />OF EVERETT UTILITIES DEPARTMENT ACCORDING <br />TO SIZE OF PIPE AND METER. <br />4. VAULTS SHALL NOT BE INSTALLED IN AREAS WITH <br />VEHICULAR TRAFFIC UNLESS APPROVED BY THE <br />CITY. <br />5. GATE VALVES SHALL BE "WATEROUS" SERIES 2500 <br />OR CITY APPROVED EQUAL. <br />IVIIIV IVIIIV <br />PARTS: <br />A. DUCTILE IRON PIPE H. UTILITY VAULT CO PRECAST VAULT OR CITY APPROVED EQUAL. <br />B. TEE (MJ W/MEGA LUGS x FL) I. 2" FLOOR DRAIN. SLOPE TO DAYLIGHT OR TO STORM DRAINAGE SYSTEM, <br />C. GATE VALVE CL 125 (FLxFL). J. NON -SHRINK GROUT <br />D. METER ASSEMBLY SEE NOTE 2. K. 1" CORPORTION AND SERVICE SADDLE IN ACCORDANCE WITH COE STD DWG 502C PARTS A& B. <br />E. GATE VALVE (FLxMJ W/MEGA LUG) WITH ADJUSTABLE VALVE BOX AND EXTENSION SEE STD 504 L. 1" DRAIN LINE, <br />F. 90° ELL (MJ W/MEGA LUGS) M. 1" 90° BEND. <br />G. UTILITY VAULT CO LID 332P WITH TRAFFIC LOADED LOCKING STEEL COVERS OR CITY APPROVED CITY <br />EQUAL. PROVIDE NON -SLIP COVER IF VAULT IS LOCATED IN PEDESTRIAN WALKWAY. <br />PUBLIC P T T <br />City End'neer 5.0w PAanager CAD Manager Drawn By Current Rev Date <br />RM SASS RICH HEFTI PDXW&LHELM WRB 03/14/2017 <br />TITLE <br />STANDARD DRAWING Na. <br />FIRE SERVICE COMPOUND <br />ETER LARGER 503 <br />SCALE: N.T.S. <br />4 <br />Permit #: <br />PW1609-011 <br />Site Address: <br />2320 RAILWAY AVE <br />Owner: <br />ERT LLC <br />App. Date: <br />9/10/2018 <br />Description: <br />CONSTRUCTION OF RAILWAY AVE ROAD <br />AND UTILITY IMPROVEMENTS <br />Reviewed By: <br />Date: _ <br />Office Set <br />Job Site Set Fire/Planning Set <br />— <br />:> <br />0 <br />W <br />IJ_ <br />(D <br />V) <br />U <br />_ <br />ey <br />E) <br />0 <br />O <br />CD <br />00 <br />00 <br />< <br />yr <br />J <br />0 <br />0 <br />� <br />v <br />W <br />a. <br />< <br />w <br />a <br />0 <br />® <br />Y_ <br />cr <br />< <br />C) <br />C <br />V) <br />�i <br />�i <br />4Y <br />T <br />� 3eY <br />�J <br />*if <br />rN it€u+T <br />at "� <br />ro <br />sx <br />- <br />_j <br />._ <br />M <br />F_ <br />U <br />dir <br />LU <br />ft <br />