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k <br />' Permit #: PW1809-013 <br />' I o Site Address: 2320 RAILWAY AVE <br />i, v <br />if <br />\ Owner: ERT LLC <br />E I App. Date. 9/10/2018 <br />I I ' Description: CONSTRUCTION OF RAILWAY AVE ROAD <br />1,1 P <br />c <br />AND UTILITY IMPROVEMENTS <br />Ai <br />Reviewed By. Date: <br />Office Set Job Site Set Fire/Planning Set a <br />I <br />I n I I [] M <br />`r ' <br />}I ff <br />n I ( o <br />i <br />T <br />W sI"Q LEGEND a�U <br />viI PROPOSED FEATURES- <br />7A2905210,0] (ityWATER PIPING O) O <br />�u ( I Etl f � b PIPING <br />o N <br />.. FIRE WATER PIP N <br />w \ <br />JI <br />- F ER <br />I \ ` -IRR IRRIGATION SERVICE o a <br />II I <br />WATER METER <br />ns ` N:363340.23 N GATE VALVE <br />I cis-00 <br />- <br />I, cry ( : - as - - - as -- _.._ <br />t7: _ <br />I as as _. _ ,_ � a � � � F - <br />N 363258.10 i I 5 � _ rj w <br />cam____ 191 LF �'E1311419.83 �' o <br />as �_ 12 8 ► THRUST BLOCK m <br />E:1311016.66 i I ate- 11 > _' z <br />as <br />3 N <br />15 _s - _ - s - E:1311392.07 n v' <br />4 LF <br />— FM <br />�. F A <br />9 <br />FM FM. _ N: 363338.77 <br />E 1311423 96 <br />5 LF o <br />13 7 � � 381 LF N:363323.09 a <br />2 MIT F DISTURBANCE <br />U 1 = y1 E:1311396.63_ o W W <br />10 <br />3 <br />LIMITS 0 <br />w 00 <br />w- w w w w w w w w w w w w w w --�- w w w w w w a <br />SANITARY R FORCE MAIN - <br />N:363256.57 4 14 } 2 o A cn <br />��` - -� 0 LF 1 w k <br />-� � SEINE FOR a � Q � <br />E:1311008.04 4 `I i 9 ' / 17 PIPE FITTING <br />N:363318.71 <br />I I � I ' �� 1 , <br />r. <br />3 �_ <br />COBTAIN TEMPORARY E:1311399.03 FIRE HYDRANT <br />a ONC, CONSTRUCTION EASEMENT, `E,� G NERAL NOTESj fSEE NOTE 11 THIS SHEET GAt• <br />j 1. SEE SHEET COA FOR PROJECT NOTES RELATED TO WATER <br />3Ch <br />_d -- - DISTRIBUTION. °' w <br />Ico <br />'. <br />�,N 2 PING 4 AND LARGER SHALL BE THRUST <br />wn P"� . ALL WATER PI d <br />1 84 LF BLOCKED PER DETAIL D1 C4.7, <br />i <br />19 <br />19 <br />3 I ; ' ti��� ; 3. ALL FITTINGS 6" AND LARGER SHALL HAVE MEGALUG � <br />RESTRAINED JOINTS. <br />4. THE BURIED UTILITIES ON THIS PLAN ARE SHOWN IN THEIR <br />I i APPROXIMATE LOCATION WHERE KNOWN. OTHER EXISTING <br />I I BURIED UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THE <br />I I i t� \ 12 CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND o r> <br />HAVE THEIR LOCATION MARKED ON THE GROUND PRIOR TO z co r <br />I Ir n _ <br />j I4 `^ CONSTRUCTION. THE CONTRACTOR WILL PROTECT, OR W Q <br />` (''_ IMMEDIATELY REPAIR, ANY DAMAGED UTILITY DISCOVERED �, <br />•�� <br />3 ` ON THIS PROJECT WITHOUT ADDITIONAL COSTS. J Q o <br />5. ALL WATER MAINS AND FORCE MAINS SHALL MAINTAIN A " N v m <br />� J d <br />MINIMUM 4 <br />+ / f M MUM R F 8 MAXIMUM OVER <br />_ . COVE 0 " AND A XIM M C OF 60" <br />II E 6 J <br />LI ` . ALL GATE VALVES SHALL BE INSTALLED WITH VALVE BOX ( _ <br />I T ' , �� ; AND EXTENSION PER B1/C4.8. W <br />\ \ IaORTH, <br />Cl) III <br />UTILITY PLAN HORIZONTAL SCALE: 1"=20' 7. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE ENCASED W y <br />WITHIN A POLYETHYLENE WRAP FOR ANTICORROSION z <br />PURPOSES. N <br />SCALE:1 '120 0 20 40 <br />8 RESTRAINED JOINTS SHALL BE USED ON ALL VALVES PIPING <br />Uj s <br />25 <br />20 <br />15 <br />10 <br />5 <br />030+ou 6u+4u 7u+Zu su+uu Z9+du Z9+bu 29+40 Z9+20 29+00 28+80 28+60 28+40 28+20 28+00 27+80 27+60 27+40 27+20 27+00 26+80 26+60 26+40 <br />WATER PROFILE <br />WATER PROFILE <br />SCALE: 1"=20' <br />i <br />AND FITTINGS ON STUBOUTS. ' <br />z <br />z <br />0 <br />m <br />; <br />Ln <br />W <br />Z <br />9. <br />AVERAGE SPACING BETWEEN FIRE HYDRANTS ON ROAD <br />Uj <br />V <br />FRONTAGE SHALL BE NO LESS THAN 400. FIRE FLOW SHALL <br />a <br />a <br />BE NO LESS THAN 1,750 GPM, <br />a <br />0- <br />10. <br />ANY PROCESS WATER SHALL FEED OFF OF THE DOMESTIC <br />SERVICE. PROCESS WATER IS NOT PERMITTED FROM FIRE <br />SERVICES. <br />11. <br />TEMPORARY CONSTRUCTION EASEMENT REQUIRED PRIOR TO <br />CONSTRUCTION ON CITY OF EVERETT PROPERTY. COORDINATE <br />WITH CITY OF EVERETT REAL PROPERTY DIVISION. <br />KEYNOTES <br />N <br />!0` <br />1 <br />12"0 CL52 DUCTILE IRON (D.I.) PIPE, SEE PLAN FOR LENGTH. <br />U <br />z <br />j <br />0 <br />_Q <br />h <br />(1) 22.5' 12"0 D.I. BEND WITH CONCRETE THRUST BLOCK <br />Co <br />W <br />O <br />W <br />= <br />can <br />n <br />n <br />3� <br />(1) 45' 12"0 D.I. BEND WITH CONCRETE THRUST BLOCK <br />U <br />m <br />Z <br />x <br />4 <br />(1) 90- 12"0 D.I. BEND WITH CONCRETE THRUST BLOCK <br />W <br />~ <br />J <br />0 <br />H <br />q) <br />(1) 12" GATE VALVE <br />Z <br />= <br />Z <br />U <br />¢- <br />M <br />REPLACE ASPHALT PAVEMENT REMOVED FOR WATER TRENCHING <br />CA <br />z <br />0) <br />0 <br />-1 <br />W <br />F <br />Z <br />IN KIND. <br />m <br />0 <br />6 <br />BACKFILL WATER TRENCHING TO MATCH EXISTING GRADE. SEED <br />X <br />V <br />DISTURBED AREA WITH EROSION CONTROL SEED MIX. <br />a <br />w <br />?5 <br />7� <br />CONTRACTOR TO POTHOLE AND DETERMINE ELEVA11ON OF <br />EXISTING UTILITY LINES SHOWN. PROPOSED WATER MUST <br />MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 1.5' ABOVE <br />SANITARY SEWER. CLEARANCE MAY BE REDUCED TO 1.0' IF <br />CONCRETE ENCASEMENT IS PROVIDED TO 10' ON EITHER SIDE OF <br />20 <br />CROSSING. <br />8 <br />POTHOLE TO VERIFY LOCATION OF CONNECTION TO EXISTING <br />FORCE MAIN. CONNECT TO EXISTING 6" FORCE MAIN PIPING. <br />W <br />6" SDR35 PVC PIPE, SEE PLAN FOR LENGTH. <br />W <br />W <br />-= <br />15 10 <br />(1) 45° 6"0 SDR35 PVC BEND <br />0 <br />0 <br />11 <br />(1) 22.5. 6" 0 SDR35 PVC BEND <br />cc <br />W <br />0. <br />12 <br />CONNECT NEW FORCE MAIN TO EXISTING FORCE MAIN. <br />QZ <br />10 <br />W CC <br />13 <br />(1) 12.0 D.I. MJ TEE WITH CONCRETE THRUST BLOCK <br />(1) 12' x8" REDUCER <br />Z Uj Q <br />Z <br />W <br />(1) 8" GATE VALVE <br />14 <br />CAP AND ABANDON EXISTING WATER LINE. <br />z a <br />5 15 <br />APPROXIMATE LOCATION OF CONNECTION TO EXISTING WATER <br />�- <br />i`s" <br />MAIN. CITY OF EVERETT WATER DEPARTMENT CREWS SHALL <br />[� F <br />MAKE THIS CONNECTION AT OWNER'S EXPENSE PER A SEPARATE o <br />J W „ J <br />UTILITY PERMIT BASED ON A COST ESTIMATE PREPARED BY THE a <br />WATER DEPARTMENT. <br />< <br />0 <br />16 <br />FIRE HYDRANT ASSEMBLY PER DETAILS D1 AND D3/C4.8. <br />SHEET No. <br />HORIZONTAL SCALE: VI 17 <br />6" 0 CL52 DUCTILE IRON (D.I.) PIPE, SEE PLAN FOR LENGTH. <br />C4.5 <br />20 0 20 40 <br />11 <br />Call 811 <br />PROJECT No. <br />5 0 5 10 <br />VERTICAL SCALE: 1 "=5' <br />two business days <br />18- <br />17754 <br />before you dig <br />