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2000 TOWER ST 2020 Plans 2022-11-28
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2000 TOWER ST 2020 Plans 2022-11-28
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Last modified
11/28/2022 1:16:41 PM
Creation date
6/23/2022 1:12:39 PM
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Address Document
Street Name
TOWER ST
Street Number
2000
Permit
PW2003-008
Year
2020
Notes
REPLACE ABOUT 500' of EXIST WATER LINE
Address Document Type
Plans
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U <br />VALVE BOX AND EXTENSION <br />Kim <br />W <br />I <br />0 <br />4 112" DIA x 1/4" MIN <br />THICKNESS STEEL <br />(1/8" MIN WALL THICKNESS) <br />VALVE OPERATING NUT EXTENSION <br />NOTES <br />1. VALVE OPERATING NUT EXTENSIONS ARE REQUIRED <br />WHEIR THE VALVE NUT IS MORE THAN THREE (3) <br />FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO <br />BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE <br />EXTENSION WILL BE ALLOWED PER VALVE. <br />1 ALL VALVE OPERATING NUT EXTENSIONS ARE TO BE <br />MADE OF STEEL, SIZED AS NOTED, AND PAINTED <br />WITH TWO (2) COATS OF METAL PAINT. <br />1 VALVE BOXES IN PAVED AREAS SHALL BE CAST IRON, <br />TWO PIECE L. NITS, EAST JORDAN 8555 16" TOP, 24" <br />BOTTOM AND EAST JORDAN 6800 HEAVY DUTY LID <br />W/ 'WATER" ON LID. IN GRASS, NON -PAVED OR <br />NON -TRAFFIC AREAS USE OF PLASTIC VALVE BOXES, <br />WITH CAST IRON LID AS MANUFACTURED BY <br />HANDLEY INDUSTRIES ARE ACCEPTABLE. <br />4. USE OF PLASTICVALVE BOX ExTENSIONS,AS <br />MANUFACTURED BY HANDLEY INDUSTRIES ARE <br />ACCEPTABLE. <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />QW `IFRAN SASS 1ZI�Inrl "ma <br />It-23672ov <br />Ilic <br />I <br />[---UT-I,L-l-T-Y-%A-AULT-CO.._______ <br />SIZE <br />MODEL <br />COWA <br />2 112" <br />644 1 <br />64-2-332P <br />3" <br />644 <br />64-2-332P <br />1� 4- <br />575 <br />57'rf_92-332P� <br />611 <br />577 <br />57TL-2-332F <br />.31 <br />4Q4 <br />4484-TI-2-33, <br />10.1 <br />5-11,16 <br />5106- 113-332 1 <br />TAMPER <br />SWITCH <br />PARTS <br />NOT USED <br />DUCTILE [ROM PIPE (SIZED AS REQUIRED) CLASS 52, <br />(11, NOT USED <br />G) NOT USED <br />05 NOT USED <br />D. NOT USED <br />7° ALL PIPE THROUGH VAULTWALL SLIALL BE CORE DRILLED AND HAVE A "LINK SEAL" <br />(OR APPROVED EQUAL). <br />05 & Y VALVES WITH TAIMPER SWITCH TO ALARM PANEL OR CHAIN AND PADLOCK. <br />CI-GALV. LADDER WITH PULL-UP LADDER E)(TENSION TO BE BOLTED TO VAULT <br />FLOOR AND TO VAULT WALL, M 0 U NTED SUCH THAT LADDER IS DIRECTLY ABOVE <br />THE EDGE OF ACCESS OPENING FOR EASE OF ACCESS. <br />9C ULFM LISTED SOFTSEATED WA STATE APPROVED DOUBLE CHECK DETECTOR <br />1 VALVE ASSEMBLY INCLUDING 2-O.S.&Y RESILIENT SEATED GATE VALVES, TEST <br />COCKS, 3/4" BRASS OR COPPER BYPASS WITH INLINE VALVES, 5/8" X 3/4" <br />NEPTUNE METER W/E-CODER R900 1, CU FT W/STUB ANTENNA & A 3/4" DOUBLE <br />CHECK VALVE ASSEMBLY. <br />STATE APPROVED DOUBLE CHECK DETECTOR ASSEMBLY. <br />�2 RFCA (RESTRAINED FLANGE COUPLING ADAPTER). <br />NOT USED <br />U 41 <br />PROVIDE 9" MINIMUM AND 12"MAXINIU1' <br />CLEARANCE BETWEEN VAULT FLOOR AND BOTTOM <br />OF BACKPLOW ASSEMBLY. WHERE ELEVATION OF <br />POSITIVE VAULT DRAIN VAUL FLOOR 15 TOO LOW TO DRAIN TO DAYLIGHT <br />OR STORM SYSTEM, MUST HAVE 6" FLOOR <br />DDCVA ELEVATION A -A OPENING FOR DRAINAGE (APPROVED BY THE CITY <br />ENGINEER ON A CASE BY CASE BASIS ONLY). <br />2 <br />U2.4 <br />DDCVA <br />im <br />TOTAL MARKING ARr-A, = 2&44 SCIST. <br />WHITE = 9.76 SQlTBLUE = 1869 GQFT, <br />ACCESS PARKING SPACESYMBOL (STANDARD) <br />WITH BLUE SACK.GROUND AND WHIT E BORDER <br />im <br />NOTES <br />11. TEE AND GATE VALVE REQUIRED ON MAIN. <br />1 SINGLE DETECTOR CHECKS ARE NOT <br />APPROVED BACKFLOW PREVENTION DEVICES. <br />z <br />3. ASSEMBLY REQUIRES CERTIFICATION UPON 0 <br />INSTIC ALLATION AND RE-CERTIFATION 0 <br />ANNUALLY BY OWNER, 5; <br />4. ALL TEST COCKS NIUST HAVE BRASS PLUGS. <br />Uj LLI <br />5. ROUND MANHOLE LIDS ARE LOTTO BE USED. (/) <br />6. INSIDE DEPTH IS TO BE KEPT AT A MINIMUM m Ld W <br />AS PER DIMENSION IN SKETCHES ABOVE m 3: <br />AND/OR AS APPROVED BY CITY OF EVERETT W W <br />UTIUTIES DEPARTMENT. a- M <br />7. METER SHALL BE INSTALLED SUCH L THAT IT d 1 <br />CAN BE READ WITH ACCESS HATCH OPEN <br />0 AND WITHOUT ENTERING THE VAULT, <br />& ALL DIMENSIONS ARE MINIMUM CLEARANCE. 04 C-4 cq <br />9, ALL BACKFLOW DEVICES WILL BE INSTALLED <br />IN A VAULT OUTSIDE THE BUILDING UNLESS <br />OTHERWISE APPROVED BY UTILITIES <br />SUPERINTENDENT, <br />10. FIRE SERVICE PIPINGS FROM MAIN TO <br />BUILDING SHALL BE RESTRAINED, <br />11. PROVISIONS FOR DRAINAGE OF THE VAULT <br />SHALL BE IN THE FOLLOWING ORDER OF <br />PRECEDENCE: <br />A) VAULT DRAIN TO DAYLIGHT <br />B) VAULT DRAIN TO STORM DRAIN SYSTEM <br />(IF PRACTICAL) 3; <br />C) IF NO POSSIBLE MEANS OF GRAVITY DRAIN, <br />THEN INSTALL SUMP PUMP <br />m <br />m <br />Knowwhanbelow, <br />Call More you dig., <br />I <br />--I <br />I <br />191102 <br />
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