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bL <br />Permit #: PW1809-013 <br />Site Address: 2320 RAILWAY AVE <br />Owner: ERT LLC <br />App. Date: 9/10/2018 <br />Description: CONSTRUCTION OF RAILWAY AVE ROAD <br />AND UTILITY IMPROVEMENTS <br />V <br />WReviewed By: Date: <br />W Office Set Job Site Set Fire/Planning Set <br />_ - t <br />M <br />00 <br />FO <br />LIJ W W 0:: <br />W o <br />\ \ W tc; W <br />W M <br />Z <br />o C <br />cD _1 o <br />CDLEGEND N N <br />Ai`CE—/.. , ,� fly ( ���i a �' J PROPOSED FEATURES- <br />, ,�� i� L� P�7 r 7 r . ( ;' � <br />k <br />IIdV1� 11w _Qj ���llv Wit(. Yt' N <br />W � N <br />\ i —ft. i -- i i i i '�' i — i i i i i— —IM WATER PIPING o 0 <br />��� <br />\ 7 20 LF IFFIRE WATER PIPING <br />\ o-1RR IRRIGATION SERVICE <br />547 LF °0 o <br />0 2 240 LF 1 5 2 W 0 WATER METER N m o <br />04 Z <br />�r+s i <br />W W W W N <br />1K W W W W W � � <br />_ � W W W W W W W W W W W W W W W W W ' W GAT VALVE <br />_ N: 363034.31 W J a <br />i _..._. _...... o E: 1311555.03 847LF <br />W ► THRUST BLOCK o W <br />0 <br />W <br />-i_-_ _ __,_--_- n CAP Li <br />0 Y ** - �E7 �B- [ D- �D $ i-�� B-� � - -- �-=� D C -•---- �E a - < W a <br />: <br />LIMITS OF DISTURBANCE <br />90 <br />OBTAIN TEMPORARY 78 LF 2 FM SANITARY SEWER FORCE MAIN <br />,. <br />3 V <br />CONSTRUCTION EASEMENT, <br />F— �-I PIPE FITTING <br />SEE NOTE 11 THIS SHEET <br />.. _ ,.. _ S <br />__, __ <br />_ _� �-. t, FM FM F'MI � <br />SDCB SD SS _ _-.mm _�� � � 4 � � FIRE HYDRANT <br />RIM=1�7.16' _ SO — SS —w <br />IE(E)=11.56', „ CPP — SD - - SD <br />— SD — J ` S° Ir(�t'-5.4116" CMP - - "- <br />9 _ _: _ . — S.; :_ _ _ ¢•n - c ----Sri _m.. — S — Su — SO S` — — S 7 — — — S � _ SD — b <br />_ r' � wo ��� �o <br />- S j 1 r 11 END ��uNa GENERAL NOTES Q <br />Uj <br />1. SEE SHEET C0.1 FOR PROJECT NOTES RELATED TO WATER <br />DISTRIBUTION. <br />2. ALL WATER PIPING 4" AND LARGER SHALL BE THRUST <br />BLOCKED PER DETAIL D1 /C4.7. <br />o� <br />3. ALL FITTINGS 6" AND LARGER SHALL HAVE MEGALUG • (D "'t La <br />RESTRAINED JOINTS. <br />4. THE BURIED UTILITIES ON THIS PLAN ARE SHOWN IN THEIR .I z M <br />APPROXIMATE LOCATION WHERE KNOWN. OTHER EXISTING N <br />BURIED UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THE J 0 (D <br />CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND T c <br />HAVE THEIR LOCATION MARKED ON THE GROUND PRIOR TO i• �/ <br />l 1 CONSTRUCTION. THE CONTRACTOR WILL PROTECT, OR d <br />!�' 'l \�i i� it Ir _i <br />u� Q <br />IMMEDIATELY REPAIR, ANY DAMAGED UTILITY "DISCOVERED" 0 W = — c <br />NORTH ON THIS PROJECT WITHOUT ADDITIONAL COSTS. LU <br />E— y <br />V FU H <br />UTILITY PLAN HORIZONTAL SCALE: 1"=20' 5. ALL WATER MAINS AND FORCE MAINS SHALL MAINTAIN A W <br />SCALE: 1"=20' 20 0 20 40 MINIMUM COVER OF 48" AND A MAXIMUM COVER OF 60". z N <br />� a <br />6. ALL GATE VALVES SHALL BE INSTALLED WITH VALVE BOX A �•/ ' Z N <br />AND EXTENSION PER B1 /C4.8. , V / Z J W W <br />7. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE ENCASED W W V V- O <br />WITHIN A POLYETHYLENE WRAP FOR ANTICORROSION Q a <br />PURPOSES. W <br />a <br />8. RESTRAINED JOINTS SHALL BE USED ON ALL VALVES, PIPING, <br />AND FITTINGS ON STUBOUTS <br />9. 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. ANY PROCESS WATER SHALL FEED OFF OF THE DOMESTIC O 0 <br />SERVICE. PROCESS WATER IS NOT PERMITTED FROM FIRE <br />SERVICES. U 00 = h <br />11. TEMPORARY CONSTRUCTION EASEMENT REQUIRED PRIOR TO O .WJ < { <br />CONSTRUCTION ON CITY OF EVERETT PROPERTY. COORDINATE <br />WITH CITY OF EVERETT REAL PROPERTY DIVISION. Om <br />� 0 � <br />J IlY h <br />KEYNOTES = CD <br />z vto <br />�-- <br />CO o = z <br />1 12"0 CL52 DUCTILE IRON (D.I.) PIPE, SEE PLAN FOR LENGTH. o 0 W O <br />2 BACKFILL WATER TRENCHING TO MATCH EXISTING GRADE. SEED O m <br />DISTURBED AREA WITH EROSION CONTROL SEED MIX. <br />a <br />2 <br />W <br />5 <br />20 <br />M <br />V <br />W <br />= 15 <br />CO) <br />W <br />DTI <br />r" � <br />r <br />a <br />5 <br />0 <br />25 <br />6" SDR35 PVC PIPE, SEE PLAN FOR LENGTH. <br />a <br />4� <br />POTHOLE TO VERIFY LOCATION OF CONNECTION TO EXISTING <br />FORCE MAIN. CONNECT TO EXISTING 6" FORCE MAIN. <br />(1) 12" GATE VALVE <br />20 <br />6 <br />FIRE HYDRANT ASSEMBLY PER DETAILS D1 AND D3/C4.8. <br />co <br />7 <br />6" 0 CL52 DUCTILE IRON (D.I.) PIPE, SEE PLAN FOR LENGTH. <br />Z <br />W <br />W <br />W <br />15 <br />O <br />0 <br />LLJ <br />W III <br />0 <br />Z <br />10 <br />Z 5.Q <br />W W <br />Z <br />z <br />a <br />5 <br />Q O <br />`�- <br />t- CC <br />U <br />F- <br />LU <br />o J W <br />(L <br />W <br />J <br />SHEET <br />NO. <br />Lztzu LLt4U zztou LLt?JU L)tuu Z,5+"ZU Z.5+4U Z,5+eu Ls+bu Z4+UU 24+2U 24+40 24+60 24+80 <br />25+00 <br />25+20 <br />25+40 25+60 <br />25+80 <br />26+00 <br />26+20 <br />26+40 <br />WATER PROFILE HORIZONTAL SCALE: <br />1"=20'' <br />C4.4 <br />20 0 <br />20 40 <br />WATER PROFILE <br />• Call 81 <br />PROJECTNO. <br />5 <br />SCALE: 1"=20' 0 <br />VERTICAL SCALE: <br />5 t0 <br />1 <br />• ® two business days <br />17754 <br />=5 <br />before you dig <br />