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N: 363258.10 , <br />- r,- - � <br />_ V� <br />` E:1311016.66 <br />-------------------- -- --------------------------------- ------------ ------------ ----- -- ----__ -_- ---- - <br />\i,.5 v - - - - --------------- r � � � � - --- --------------- <br />-- - - �__-- '=-- - -- - <br />--------------------- ----- --- �,� <br />Ss -Ss - SS - - - SS _ SS - -SS - - - SS - - - SS -- SS -- SS _ - SS -SS _ nSS - - - SS - - - SS -® -SS _--5S ---SS ---S5 -SS - - - SS 5S ---SS <br />NORTH <br />UTILITY PLAN HORIZONTAL SCALE: 1"=20' <br />SCALE: 1"=20' 20 0 20 40 <br />25 <br />20 <br />15 <br />10 <br />5 <br />Q <br />rj <br />■ <br />34+ <br />STA: 30+33. <br />25 <br />20 <br />15 <br />10 <br />5 <br />34+80 34+60 34+40 34+20 34+00 33+80 33+60 33+40 33+20 33+00 32+80 32+60 32+40 32+20 32+00 31+80 31+60 31+40 31+20 31+00 30+80 30+60 30+40 0 <br />WATER PROFILE 20 HORIZONTAL SCALE: 20 40 <br />40 <br />WATER PROFILE 5 0 5 10 <br />SCALE: 1"=20' VERTICAL SCALE: 1"=5' <br />NEW <br />12 <br />L52 <br />D.I. <br />WATER <br />MAIN <br />Permit #: <br />PW1809-013 <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: Date: <br />Office Set Job Site Set Fire/Planning Set <br />Q <br />g <br />m <br />tU <br />� <br />Q <br />m <br />> <br />W <br />O <br />li <br />� <br />Uj <br />w <br />LEGEND <br />N <br />o <br />PROPOSED FEATURES- <br />0 <br />�W WATER PIPING <br />V) <br />N <br />"' <br />O <br />N <br />"' <br />O <br />F FIRE WATER PIPING <br />ERR IRRIGATION SERVICE <br />0 WATER METER <br />m <br />00 <br />o <br />0 <br />N GATE VALVE <br />Y <br />Y <br />IY <br />N <br />Z <br />oo <br />C <br />Q <br />► THRUST BLOCK <br />} <br />o <br />0 <br />M CAP <br />a <br />0 9 <br />N ¢ <br />Y <br />w �' <br />W <br />Q <br />Q <br />o <br />o <br />LIMITS OF DISTURBANCE <br />FM SANITARY SEWER FORCE MAIN <br />�-I PIPE FITTING <br />FIRE HYDRANT <br />o� <br />w <br />z <br />d o <br />�w0 <br />0 <br />GENERAL NOTES <br />w <br />tG ry� <br />.Qg' <br />1. <br />SEE SHEET CO.1 FOR PROJECT NOTES RELATED TO WATER <br />DISTRIBUTION. <br />2. <br />ALL WATER PIPING 4" AND LARGER SHALL BE THRUST <br />BLOCKED PER DETAIL D1 /C4.7. <br />3. <br />ALL FITTINGS 6" AND LARGER SHALL HAVE MEGALUG <br />RESTRAINED JOINTS. <br />4. <br />THE BURIED UTILITIES ON THIS PLAN ARE SHOWN 1N THEIR <br />Z <br />W <br />y <br />M <br />E <br />APPROXIMATE LOCATION WHERE KNOWN. OTHER EXISTING <br />J <br />v <br />y <br />BURIED UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THE <br />,■,.■ ., <br />N o <br />.. <br />CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES ANDU. <br />= <br />■ <br />c <br />HAVE THEIR LOCATION MARKED ON THE GROUND PRIOR TO <br />CONSTRUCTION. THE CONTRACTOR <br />WILL PROTECT, OR <br />"DISCOVERED" <br />06 <br />IMMEDIATELY REPAIR, ANY DAMAGED UTILITY <br />W <br />ON THIS PROJECT WITHOUT ADDITIONAL COSTS. <br />W <br />5. <br />ALL WATER MAINS AND FORCE MAINS SHALL MAINTAIN A <br />Z <br />= w <br />MINIMUM COVER OF 48" AND A MAXIMUM COVER OF 60". <br />ti <br />6. <br />ALL GATE VALVES SHALL BE INSTALLED WITH VALVE BOX <br />' z <br />N <br />AND EXTENSION PER B1/C4.8. <br />-j <br />7. <br />ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE ENCASED <br />r <br />m <br />W <br />W <br />0 <br />CU V- <br />o <br />WITHIN A POLYETHYLENE WRAP FOR ANTICORROSION <br />a <br />PURPOSES. <br />w <br />a <br />8. <br />RESTRAINED JOINTS SHALL BE USED ON ALL VALVES, PIPING, <br />AND FITTINGS ON STUBOUTS. <br />9. <br />AVERAGE SPACING BETWEEN FIRE HYDRANTS ON ROAD <br />FRONTAGE SHALL BE NO LESS THAN 400'. FIRE FLOW SHALL <br />BE NO LESS THAN 1,750 GPM. <br />10. <br />ANY PROCESS WATER SHALL FEED OFF OF THE DOMESTIC <br />0 <br />F <br />SERVICE. PROCESS WATER IS NOT PERMITTED FROM FIRE <br />♦ , <br />U <br />SERVICES. <br />11. <br />TEMPORARY CONSTRUCTION EASEMENT REQUIRED PRIOR TO <br />(f� 0 <br />J Q <br />to <br />ti <br />CONSTRUCTION ON CITY OF EVERETT PROPERTY. COORDINATE <br />_ <br />WITH CITY OF EVERETT REAL PROPERTY DIVISION. <br />m 3 <br />O <br />j <br />� � <br />ZU <br />X <br />r` <br />KEYNOTES <br />q: <br />J <br />_ z <br />? <br />1, <br />12"0 CL52 DUCTILE IRON (D.I.) PIPE, SEE PLAN FOR LENGTH. <br />z <br />� <br />Z <br />BACKFILL WATER TRENCHING TO MATCH EXISTING GRADE. SEED <br />o <br />0 <br />m <br />U <br />DISTURBED AREA WITH EROSION CONTROL SEED MIX. <br />U <br />(1) 90' 12"0 D.I. BEND WITH CONCRETE THRUST BLOCK <br />a <br />� <br />(1) 12" GATE VALVE <br />0- <br />CONTRACTOR TO POTHOLE AND DETERMINE ELEVATION OF <br />EXISTING SANITARY SEWER. PROPOSED WATER MUST MAINTAIN A <br />MINIMUM VERTICAL CLEARANCE OF 1.5' ABOVE SANITARY SEWER. <br />CLEARANCE MAY BE REDUCED TO 1.0' IF CONCRETE <br />ENCASEMENT IS PROVIDED TO 10' ON EITHER SIDE OF CROSSING. <br />co <br />Fm- <br />(1) 12"0 D.I. MJ TEE WITH CONCRETE THRUST BLOCK <br />W <br />(1) 12%8" REDUCER <br />W <br />(1) 8" GATE VALVE <br />W <br />�j <br />6� <br />CAP AND ABANDON EXISTING WATER LINE. <br />O <br />O <br />APPROXIMATE LOCATION OF CONNECTION TO EXISTING WATER <br />X <br />d <br />MAIN. CITY OF EVERETT WATER DEPARTMENT CREWS SHALL <br />MAKE THIS CONNECTION AT OWNER'S EXPENSE PER A SEPARATE <br />2 <br />W <br />UTILITY PERMIT BASED ON A COST ESTIMATE PREPARED BY THE <br />W <br />Z <br />WATER DEPARTMENT. <br />Z <br />W <br />Q <br />W� <br />Z <br />z <br />a <br />�\ <br />�a <br />v <br />Cr <br />F �� <br />O <br />W <br />a <br />> <br />W �— <br />SHEET NO. <br />C4,6 <br />• 11 <br />Call 811 <br />PROJECT NO. <br />• ® two business days <br />17754 <br />before you dig <br />