1215 80TH ST SW 2022 Plans 2025-08-07 (2)

WATERMAIN EXTENSION PLAN • SEC.12 SW,TOWNSHIP 28 N., RANGE 4 E. W.M. • Know what's below. F W Call before you dig. oom W F H F NOTES PARTS FOR 1" PARTS FOR 2" NOTES M I K A. 2"WATER MAIN SHALL BE POLYETHYLENE PER >j rc (A 1. AIR-VAC UNITAND BOXTO A. PROVIDE ROMAC,FORD A. PROVIDE ROMAC,FORD OR STANDARD DETAIL 502B.CONNECTION TO MAI TO zBE IN OR MUELLER SERVICE &J U SADDLE NON ED-TRAFFIC ICC AREA. SADDLE FOR DUCTILE ORELLER DUCTILE IRON OR DIPS BE MADE PER STANDARD DETAIL 502B. o M N J /\\ z G IRON OR DIPS HOPE HOPE MAIN F 2. USE MUELLER DOUBLE MAIN B. 2"BRASS MALE IRON PIPE THREAD X COMPRESSI i' � ��c \r STRAP SERVICE CLAMP OR B. 2"BALL CORP. FITTING WITH STAINLESS STEEL INSERT O o ooc� W O t/ APPROVED EQUAL ON ALL B. 1"FORD F600 SERIES STIFFENER.COUPLING SHALL BE"FORD"C84-77 E' o`�`�< W I.E. O p r MAINS LESS THAN 8"IN CORPORATION STOP. C. 2"TYPE"K"COPPER OR CITY APPROVED EQUAL. m n z m r a a a L DIAMETER. TUBING. a c C. 1'TYPE"K"COPPER E G C. 2"BRASS TEE(FIP). w w w w w 3. ALL PIPE FITTINGS BETWEEN TUBING. D. 2"90°ELL. (n o rn rn ut I1J W MAIN AND UNION,AFTER D. BRASS HEX BUSHING 2"X SERVICE SIZE, a�'�' AIR/VACUUM RELIEF VALVE, D. 1"FORD 602-44 ANGLE E. HEAVY DUTY 2"GATE A D A Q a ,- SHALL BE BRASS. COUPLING. VALVE WITH RESILIENT w ? SEAT.GATE VALVES SHALL E. CORPORATION STOP SHALL BE FORD FB700 OR 7i! s i i i i n m m m m m m 3"MIN CUR q, INSTALLATIONS LARGER E. 1"FORD 821-444 CURB BE"WAROVED SERIES 2500 APPROVED EQUAL. a W v g THAN 2"SIZE AIR/VACUUM STOP. OR APPROVED EQUAL. Q ssssmRELIEF VALVES SHALL BE F. METERED WATER SERVICE PER STANDARD 502A i J _ D INDIVIDUALLY DESIGNED F. 1"BRASS NIPPLE. F. 2"BRASS NIPPLE. 502C. �' m F AND WILL REQUIRE 41 y m O APPROVAL BY THE CITY G. 6"PVC PIPE. G. 2"OPERATING NUT c c c c //// UTILITIES DEPARTMENT. EXTENSION AND VALVE G. #10 COPPER TRACE WIRE WRAPPED ALONG EN Iii E H. 1"BRASS UNION. BOX PER STANDARD G B C B G WRAPPELENGTH(D AROUND ONE PTHE SADDLE BOTAND PER FOOT)WITH ONE END n H M w w 5. PAINT METER BOX LID AND DRAWING 505 N F 1"OPTION a RISER ASSEMBLY(2)COATS I. 1"BRASS ELL. SECURED BETWEEN 2 NUTS,ON MAIN N S H SAFETY YELLOW OIL BASE H. 2"BRASS UNION. CONNECTION.THE OTHER END WILL BE EXPOSE AENAMEL HAND N N A ,BRUSH J APPLIED 1"COMBINATION AIR THE METER BOX.A SCOTCH CAST ELECTRICAL < m ..STENCIL RISER AND VACUUM RELIEF I. 2"BRASS 90°ELL. SPLICE KIT TO BE USED TO SPLICE ALL WIRES WH F ASSEMBLY WITH"AV"AND VALVE CLA-VAL 36 SERIES REQURED.SCOTCH CAST ELECTRICAL SPLICE KIT 0 K SIZE OF AIR/VAC ASSEMBLY OR EQUAL. J. 2"COMBINATION AIRAND SERVICE CONNECTION PLAN SHALL 8E 3M INSULATION DISPLACEMENT z H ON SIDE FACING ROADWAY VACUUM RELIEF VALVE, N IN2"BLACK LETTERS. K. PROVI DE METER BOX CLA-VAL 365ERIES OR CONNECTORS OR CITY APPROVED EQUAL. \/ \/\\\ BODYMANUFACTURED EQUAL. VENT PIPE / \\ \/\\ /\\/ 6. AIR/VAC RELEASE VALVE BY"RAVEN PRODUCTS, ASSEMBLY SHALL BE MODEL RMD-15-27-12", K. PROVIDE METER BOX BODY LO (USED ON BOTH OPTIONS) \\/ //\\ \ \\' ON LAN EED AT HIGH H POINT FLUSH SOLID COVER LID. RAVEN PRODUCTSANUFACTURED , VENT PIPE PARTS L / /\ L. BACKFILL WITH RMD-17-30-12",FLUSH �\ ��/ / FALLS IN LOCATION WHERE \i\\ /�//� ADJUSTABLE VALVE BOX W L /� G ASSEMBLY CANNOT BE SAWDUST TO BONNET SOLID COVER LID. �� SEE C.O.E.STANDARD DWG 505 (y J N. 2"GALV PIPE. INSTALLED,PROVIDE AS APPLICABLE W ADDITIONAL DEPTH TO M.2"X1"GALV REDUCER. L. BACKFILL WITH SAWDUST 2"HEAVY DUTY P Ld O. 2"GALV 90°ELL(VERT). TO BONNET. BRASS NIPPLE 2"BRASS FORD MALE IRON PIPE THREAD."PACKJOINT" 5 5 0 Go CREATE NEW HIGH POINT. P. 2"GALV RETURN BEND. (` 7co . CONCRETE VAULT #C84-77 WITH INSERTSTIFFENER#55 OR APPROVED EQUAL. O co c PENETRATIONS SHALL BE 0, GALV SCREEN FOR 2" CORE DRILLED AND O W Q N W PIPE,MIN 24 MESH. GROUTED. 3 MIN #10 WIRE CHASER Z m CUR E o #10 COPPER WIRE ,` W O O O o WRAPPED ONCE 2"OD POLYETHYLENE(PE)PER WATER LINEV > Z nI = J F " AROUND SADDLE BOLT Q AWWA C901,SDR9(COPPERTUBE SIZE) O n SECURED BETWEEN Q = c v w 2 NUTS 2"HEAVY DUTY GATE VALVE L z I F H C 2 OPTION EVERETT PUBLIC WORKS MUELLER#A2380-8 WITH 2"DRIVE BLOCK CITY OF EVERETT W < B WASHINGTON DEPARTMENT4 PUBLIC WORKS DEPARTMENT (O Z os _'RMA _ _"LXELM HA%2022 a SERVICE CLAMP MUELLER BOUBLE 94171" P.uiwiwe�m °'""" 12]30`2016 0 o A �o ME1"pAND 2" STRAP OR APPROVED EQUAL x O s^ AIR VACUUM VALVE 512W c CONNECTION TO MAIN 2"POLYETHYLENE W ASSEMBLY Ic WATER MAIN 513 City of Everett Permit Review EVERETT Status:Revisions Approved 05/18/2023 3:05:46 PM H. UTILITY VAULT CO. PARTS NOTES \N WAsH NOTES SIZE MODEL COVER ° 2112' 644 B4-2332P Ol. POST INDICATOR VALVE(PIV)PAINTED RED WITH TAMPER TO FIRE ALARM PANEL 1. TEE AND GATE VALVE REQUIRED ON MAIN. 1. ALL INSTALLED AIR GAPS MUST BE WA DOH s° 544 64-2-33zP 18"X18"%8" AND WITH STENCILED ADDRESS(WHITE,2"HIGH TEXT). z APPROVED. a" 575 57TL-2_2P CONC.BLOCK 2. SINGLE DETECTOR CHECKS ARE NOT 6^ sn 57TL-"Sp O2. DUCTILE IRON PIPE(SIZED AS REQUIRED)CLASS 52. APPROVED BACKFLOW PREVENTION DEVICES. 2. THE HEIGHT OF THE AIR GAP MUST MEET THE B^ aa84 4484-TL2-332P 6 O3, SCHEDULE 40 GALV.STEEL WRAPPED W/6MIL PLASTIC. 3. ASSEMBLY REQUIRES CERTIFICATION UPON Ppf,qE,42766� ORAOBST UCTIONREST WALL IDE RIB POTABLE WATER SUPPLY CRITERIA IN TABLE A UNLESS OTHERWISE NOTED. Ja' St06 51D6TL333z O INSTALLATION AND RE-CERTIFICATION FSS��NA LLEE�G\� 4. CLASS 52 DI TEE FL X FL. ANNUALLY BY OWNER. 3. THE CITY o BE INCREASED DEPARTMENT IF I NT MAY REQUIRE THE 9 3 S O5. SWING CHECK VALVE W/BALL DRIP ASSEMBLY. AIR GAP TO BE INCREASED IF INSTALLED WITHIN A 4. ALLTEST COCKS MUST HAVE BRASS PLUGS. 2 24 23 BUILDING WHERE THE AIR PRESSURE 15 ARTIFICIALLY 3 O6. FIRE DEPARTMENT CONNECTION(FDC),BRASS.PROVIDE KNOX LOCKING CAPS. 5. ROUND MANHOLE LIDS ARE NOT TO BE USED. MAINTAINED OR INCREASED. EXPOSED GALVANIZED STEEL PIPE TO BE PAINTED RED.STENCIL ADDRESS(WHITE, - 2"HIGH TEXT)ON PAINTED PIPE. W EFFECTIVE DISCHARGE TO B B 6. INSIDE DEPTH 15 TO BE KEPT AT A M INI M UM ti e g a OPENING D" 4. AIR GAPS LESS THAN 1 INCH SHALL BE APPROVED g O AS PER DIMENSION IN SKETCHES ABOVE 5 H II 2 i NON-POTABLE ONLY ASA PART OF A LISTED DEVICE THAT HAS BEEN 3 7. ALL PIPE THROUGH VAULT WALL SHALL BE CORE DRILLED AND HAVE A"LINK SEAL" ii WATER SYSTEM TESTED UNDER BACKSIPHONAGE CONDITIONS 7 TO (OR APPROVED EQUAL). AND/OR AS APPROVED BY CITY OF EVERETT i OVERFLOW RIM ¢ UTILITIES DEPARTMENT. t7 WITHIN A VACUUM OF A MINIMUM OF 25 INCHES BUILDING Og, OS&YVALVES WITH TAMPER SWITCH TO ALARM PANEL OR CHAIN AND PADLOCK. OF MERCURY. - 7. METER SHALL BE INSTALLED SUCH THAT IT a O9. 1-GALV.LADDER WITH PULL-UP LADDER EXTENSION TO BE BOLTED TO VAULT CAN BE READ WITH ACCESS HATCH OPEN ut i 5. TUBULAR SCREENS MAY BE ATTACHED OR THE FLOOR AND TO VAULT WALL,MOUNTED SUCH THAT LADDER IS DIRECTLY ABOVE AND WITHOUT ENTERING THE VAULT. �I 3 m SUPPLY LINE OUTLET MAY BE CUTATA 45"ANGLE. a 1 q THE EDGE OF ACCESS OPENING FOR EASE OF ACCESS. o r r r r r r r r r r ALL DIMENSIONS ARE MINIMUM CLEARANCE. A TAMPER A 10 UL-FM LISTED SOFTSEATED WA STATE APPROVED DOUBLE CHECK DETECTOR 8. _ g u n 6. HOSES AND BYPASSES ARE NOT ALLOWED. 12 SW ITCH IF VALVE ASSEMBLY INCLUDING 2-O.S.&Y RESILIENTSEATED GATE VALVES,TEST o r r r r r r r r r r L- - - - 2 COCKS,3/4"BRASS OR COPPER BYPASS WITH IN LINE VALVES,5/8"X 3/4„ 9. ALL BACKFLOW DEVICES WILL BE INSTALLED S a 3 REQUIRED IN A VAULT OUTSIDE THE BUILDING UNLESS PUMP NEPTUNE METER W/E-CODER R90O I,CU FT W/STUB ANTENNA&A 3/4"DOUBLE 7. THE INSPECTION OF AIR GAPS SHALL BE INCLUDED CHECK VALVE ASSEMBLY. OTHERWISE APPROVED BY UTILITIES IN THE YEARLY TESTING PROGRAM FOR BACKFLOW 10 SUPERINTENDENT. C DE tj E VICES. PLAN 11 STATE APPROVED DOUBLE CHECK DETECTOR ASSEMBLY. FIRE SERVICE PIPINGS FROM MAIN TO L 13 12 RFCA(RESTRAINED FLANGE COUPLING ADAPTER). BUILDING SHALL BE RESTRAINED. - C 6 11. PROVISIONS FOR DRAINAGE OF THE VAULT LETTERS 13 CUTABLE PADLOCK WITH KEY IN KNOX BOX. i "AUTO TAMPER SHALL BE IN THE FOLLOWING ORDER OF d 41 *' A SPRINKLER" SWITCH IF DUAL 2-1/2"FEMALE FIRE DEPT PRECEDENCE: C � t ® REQUIRED O 1- 6 INLET CONNECTION BRASS(NOT A)VAULT DRAIN TO DAYLIGHT U IT _ PAINTED)"AUTO SPRINKLER" B)VAULT DRAIN TO STORM DRAIN SYSTEM q d TAMPER (IF PRACTICAL) U.I C SWITCH SCHEDULE 40 GALVANIZED STEEL C)IF NO POSSIBLE MEANS OF GRAVITY DRAIN, C N m ry � STENCILED CONC.BLO 0)M � PAINTED RED,STENCILED ADDRESS THEN INSTALL SUMP PUMP Qr � >� SO ADDRESS TO CONC.BLOCK N C Q 00 N - PAINTED WHITE FACE STREET 12. SWING CHECK VALVE ON FDC LINE MUST -- --- - -' LOCATED IN A VAULT.IF OUTSIDE OF DCDA ID - C Q `� VAULT,MUST BE IN MINIMUM 4'X4'VAULT. 3 N SCHEDULE40 H I" ° GALVANIZED STEEL 13. PIV LOC +ION MUST BE DOWNSTREAM OF i C U) N r R 4 WRAPPED WITH 6 DCDA AND UPSTREAM OF FDC. rD O F N - MIL PLASTIC 3 3 5 14. NEWFDCMUSTBE LOCATEDWITHIN 75'OFA F G 1 FIRE HYDRANT(OR 100'FOR AN EXISTING o INCHES $ 7 7 3 BUILDING BEING RETROFIT FOR SPRINKLERS). AIR GAP 7 NEW FIRE HYDRANT INSTALLATION MAY BE R D IF W>3D IF W 5 3D(SINGLE WALL)OR o NEEDED TO MEET CODE REQUIREMENT IF W<_4D INTERSECTING WALLS <0.5 INCH 1 1 1.5 3 0 <0.75 INCH 1.5 2.25 n z a 2 7 TYPICAL WHEN FIRE ROOM IS MORE THAN 70'FROM MAIN i t11NCH 2XD q 3XD R 11� �N 0 EVERETT CITY OF EVERETT g PUBLIC WORKS PROVIDE 9"MINIMUM AND 12"MAXIMUM DEPARTMENT PUBLIC WORKS DEPARTMENT mti CLEARANCE BETWEEN VAULT FLOOR AND BOTTOM WASHINGTON TABLE A _ o OF BACKFLOW ASSEMBLY.WHERE ELEVATION OF 2 j 3 a a xiiii" Pa"iwiExeEm 03 07 2017 B POSITIVE VAULT DRAIN VAULT FLOOR ISTOO LOW TO DRAIN TO DAYLIGHT r`nv"ary srss n�xitli'°" P'nLiwi,xeEm °"'"wxe `1�2/a020 0 L+ OR STORM SYSTEM,MUST HAVE6"FLOOR DOUBLE CHECK DETECTOR AIR GAP FOR " OPENING FOR DRAINAGE(APPROVED BY THE CITY E u ;s^ MAKEUP TANK 519 ;s DCDVA ELEVATION A-A ENGINEER ON A CASE BY CASE BASIS ONLY). FDC ELEVATION B-B VALVE ASSEMBLY W/FDC&PIV 515 04 ` o (DCDA)2"&LARGER SERVICE 04 m o