Laserfiche WebLink
a <br />a <br />a a <br />a a <br />as <br />• <br />Know what's below. <br />Call before you dig. <br />UTILITY CONFLICT NOTE. <br />I <br />I <br />y a <br />a a <br />N <br />o y : a <br />a <br />a <br />a <br />a a <br />a <br />a EX. WATER METER <br />P <br />a s° ;77 <br />SCALE: 1 " = 10' <br />W W W <br />a 10 5 0 �10 20 <br />a a I :° <br />a <br />EX F.H. 4" TAPPING TE <br />5° <br />ZOETER DEPARTMENT TO MAKE <br />CONNECTIONS TO LIVE WATER MAINS <br />5°SEPERATE UTILITY PERMIT. UTILITY F <br />BE BASED ON A COST ESTIMATE Pk <br />THE WATER DEPARTMENT AND PAID <br />OWNER/CONTRACTOR. <br />so" � <br />UTILITY VAULT CO. <br />SIZE MODEL COVER <br />21/211 <br />1 644 <br />1 64-2-332P <br />PLAN <br />RAISED <br />LETTERS <br />"AUTOTAMPER <br />SPRINKLER" <br />SWITCH IF <br />wl�ADDRESSTO <br />REQUIRED <br />TAMPER m <br />SWITC10� <br />STENCILED <br />CAUTION.• <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, <br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE <br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL <br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE <br />CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY <br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN <br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND <br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR <br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL <br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />FACE STREET <br />PARTS <br />NOTES <br />1O <br />POST INDICATOR VALVE (PIV) PAINTED RED WITH TAMPER TO FIRE ALARM PANEL <br />1. TEE AND GATE VALVE REQUIRED ON MAIN. <br />AND WITH STENCILED ADDRESS (WHITE, 2" HIGH TEXT). <br />O2 <br />DUCTILE IRON PIPE (SIZED AS REQUIRED) CLASS 52. <br />2. SINGLE DETECTOR CHECKS ARE NOT <br />APPROVED BACKFLOW PREVENTION DEVICES. <br />O3 <br />SCHEDULE 40 GALV. STEEL WRAPPED W/6MIL PLASTIC. <br />3. ASSEMBLY REQUIRES CERTIFICATION UPON <br />INSTALLATION AND RE -CERTIFICATION <br />O4 <br />CLASS 52 DI TEE FL X FL. <br />ANNUALLY BY OWNER. <br />O5 <br />SWING CHECK VALVE W/BALL DRIP ASSEMBLY. <br />4. ALL TEST COCKS MUST HAVE BRASS PLUGS. <br />06 <br />FIRE DEPARTMENT CONNECTION (FDC), BRASS. PROVIDE KNOX LOCKING CAPS. <br />5. ROUND MANHOLE LIDS ARE NOT TO BE USED. <br />EXPOSED GALVANIZED STEEL PIPE TO BE PAINTED RED. STENCIL ADDRESS (WHITE, <br />2" HIGH TEXT) ON PAINTED PIPE. <br />6. INSIDE DEPTH IS TO BE KEPT AT A MINIMUM <br />07 <br />ALL PIPE THROUGH VAULT WALL SHALL BE CORE DRILLED AND HAVE A "LINK SEAL" <br />AS PER NISION IN SKETCHES DOVE <br />(OR APPROVED EQUAL). <br />AND/OR AS APPROVED BY CITY OF <br />UTILITIES DEPARTMENT. <br />O8 <br />OS & Y VALVES WITH TAMPER SWITCH TO ALARM PANEL OR CHAIN AND PADLOCK. <br />7. METER SHALL BE INSTALLED SUCH THAT IT <br />09 <br />1-GALV. LADDER WITH PULL-UP LADDER EXTENSION TO BE BOLTED TO VAULT <br />CAN BE READ WITH ACCESS HATCH OPEN <br />FLOOR AND TO VAULT WALL, MOUNTED SUCH THAT LADDER IS DIRECTLY ABOVE <br />AND WITHOUT ENTERING THE VAULT. <br />THE EDGE OF ACCESS OPENING FOR EASE OF ACCESS. <br />10 <br />UL-FM LISTED SOFTSEATED WA STATE APPROVED DOUBLE CHECK DETECTOR <br />8. ALL DIMENSIONS ARE MINIMUM CLEARANCE. <br />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 />ALL <br />g BACKFLOW DEVICES WILL BE INSTALLED <br />NEPTUNE METER W/E-CODER R900 I, CU FT W/STUB ANTENNA & A 3/4" DOUBLE <br />IN VAULT OUTSIDE THE BUILDING UNLESS <br />CHECK VALVE ASSEMBLY. <br />OTHERWISE APPROVED BY UTILITIES <br />SUPERINTENDENT. <br />11 <br />STATE APPROVED DOUBLE CHECK DETECTOR ASSEMBLY. <br />10. FIRE SERVICE PIPINGS FROM MAIN TO <br />12. <br />RFCA (RESTRAINED FLANGE COUPLING ADAPTER). <br />BUILDING SHALL BE RESTRAINED. <br />13 <br />CUTABLE PADLOCK WITH KEY IN KNOX BOX. <br />11. PROVISIONS FOR DRAINAGE OF THE VAULT <br />SHALL BE IN THE FOLLOWING ORDER OF <br />DUAL 2-1/2" FEMALE FIRE DEPT <br />PRECEDENCE: <br />0 6 INLET CONNECTION BRASS (NOT <br />A) VAULT DRAIN TO DAYLIGHT <br />_ PAINTED) -AUTO SPRINKLER" <br />B) VAULT DRAIN TO STORM DRAIN SYSTEM <br />N ] <br />(IF PRACTICAL) <br />18"X18"X8" SCHEDULE 40 GALVANIZED STEEL <br />C) IF NO POSSIBLE MEANS OF GRAVITY DRAIN, <br />CONIC. BLOCK PAINTED RED, STENCILED ADDRESS <br />THEN INSTALL SUMP PUMP <br />PAINTED WHITE <br />12. SWING CHECK VALVE ON FDC LINE MUST BE <br />LOCATED IN A VAULT. IF OUTSIDE OF DCDA <br />VAULT, MUST BE IN MINIMUM 4'X4' VAULT. <br />SCHEDULE 40 <br />GALVANIZED STEEL <br />13. PIV LOCATION MUST BE DOWNSTREAM OF <br />WRAPPED WITH 6 <br />DCDA AND UPSTREAM OF FDC. <br />MIL PLASTIC I I <br />5 <br />14. NEW FDC MUST BE LOCATED WITHIN 75' OF A <br />FIRE HYDRANT (OR 100' FOR AN EXISTING <br />3 <br />BUILDING BEING RETROFIT FOR SPRINKLERS). <br />7 <br />NEW FIRE HYDRANT INSTALLATION MAY BE <br />NEEDED TO MEET CODE REQUIREMENT <br />Z Q <br />11 z> <br />2 4 <br />PROVIDE 9" MINIMUM AND 12" MAXIMUM <br />CLEARANCE BETWEEN VAULT FLOOR AND BOTTOM <br />OF BACKFLOW ASSEMBLY. WHERE ELEVATION OF <br />POSITIVE VAULT DRAIN <br />VAULT FLOOR IS TOO LOW TO DRAIN TO DAYLIGHT <br />OR STORM SYSTEM, MUST HAVE 6" FLOOR <br />DCDVA ELEVATION A -A <br />OPENING FOR DRAINAGE (APPROVED BY THE CITY <br />ENGINEER ON A CASE BY CASE BASIS ONLY). <br />FDC ELEVATION B-B <br />TYPICAL WHEN FIRE ROOM IS MORE THAN 70' FROM MAIN <br />E ERETT S DEPARTMENT <br />S <br />Ciry Englneer c ager ger a <br />TITLE RYAN SASS R. HEFTI PAU�L WILHELM W� WRB cV1/2/2020 <br />DOUBLE CHECK DETECTOR A"D11-11*111N <br />VALVE ASSEMBLY W/FDC & PIV 515 <br />(DCDA) 2" & LARGER SERVICE <br />DOUBLE CHECK DETECTOR VALVE ASSEMBLY W/FDC & PIV DETAIL <br />NOT TO SCALE <br />STD. DTL. 515 <br />FINAL JOINT MUST <br />BE SAWCUT <br />EXISTING A <br />CONCRETE <br />EXISTING CI <br />CONCRETE <br />ASPHALT CONCRETE (2" MIN) <br />TO MATCH EXISTING THICKNESS <br />SAWCUT OR LINE DRILL UNDERLYING CONCRETE <br />5" MIN CEMENT CONCRETE TO <br />MATCH EXISTING THICKNESS <br />5" MIN CRUSHED SURFACING TOP COURSE <br />QGG cTANInARn noA1A11n1r_ r_1n <br />EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE <br />FINAL JOINT MUST <br />BF SAWCUT <br />EXISTING A <br />CONCRETE <br />ASPHALT CONCRETE (3" MIN) <br />REPLACEMENT PATCH TO BE <br />1" THICKER THAN PREVIOUSLY EXISTED <br />6" MIN CRUSHED SURFACING <br />TOP COURSE <br />SEE STANDARD DRAWING 614 <br />EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br />NOTES <br />1. ALLTRENCHES IN ROADWAY AREAS SHALL BE <br />BACKFILLED AND PATCHED WITH TEMPORARY <br />ASPHALT AT THE END OF EACH WORK DAY, UNLESS <br />PERMISSION IS GRANTED TO DO OTHERWISE BY THE <br />CITY ENGINEER. <br />2. ALLTEMPORARY PATCHES ON TRENCHES SHALL BE <br />PERMANENTLY PATCHED WITHIN 2 WEEKS OF <br />COMPLETION OF WORK WITHIN ROADWAY AREA. <br />3. CEMENT CONCRETE FOR PATCHING SHALL BE <br />COMMERCIAL MIX AS CALLED OUT IN WSDOT <br />STANDARD SPECIFICATIONS. <br />0 <br />0 <br />FINAL JOINT <br />MUST <br />3 <br />BE SAWCUT <br />CEMENT CONCRETE (8" MIN) <br />EXISTING CEMENT <br />REPLACEMENT PATCH TO BE <br />CONCRETE <br />1" THICKER THAN PREVIOUSLY EXISTED <br />o <br />PAVEMENT <br />A <br />0 <br />d <br />a <br />a <br />6" MIN <br />CITY OF EVERETT <br />0 <br />6" MIN CRUSHED SURFACING <br />z <br />ED <br />TOP COURSE <br />PUBLIC WORKS DEPARTMENT <br />o N <br />SEE STANDARD DRAWING 614 <br />Qry Englneer SeRlon Manager CAD Manager awn By <br />RVANSASS TOMHOOD PAULWILHELM Dr WRR 04/26/2017 <br />aTITLE <br />w" <br />EXISTING CEMENT CONCRETE OVER PREPARED GRADE <br />=TADA �o. <br />s; <br />EQ� <br />PAVEMENT PATCHING DETAILS 326 <br />('2'PA VEMENT PATCHING DETAIL <br />FI NOT TO SCALE STD. DTL. 326 <br />liqlSjMENPUB <br />LEGEND <br />+ <br />EXISTING MONUMENT <br />(C) <br />CALCULATED DATA <br />(P) <br />PLAT DATA <br />(M) <br />MEASURED DATA <br />EEI <br />WATER METER <br />EX. FIRE HYDRANT <br />WATER VALVE <br />GAS VALVE <br />© <br />POWER VAULT <br />_C_ <br />UTILITY POLE <br />UTILITY ANCHOR <br />❑ <br />TELEPHONE RISER <br />LIGHT POLE <br />BLOW OFF <br />o <br />MAIL BOX <br />JUNCTION BOX <br />STREET SIGN <br />STREET LIGHT <br />®m <br />EX. CB, TYPE 1 <br />O <br />SAN SWR. MANHOLE <br />ss <br />SAN. SWR. PIPELINE <br />w <br />WATER PIPELINE <br />XXX <br />EX. CONTOUR <br />EX. PROPERTY LINE <br />CENTERLINE <br />XXX PROPOSED CONTOUR <br />® PROPOSED STORM DRAINAGE <br />PROPOSED SEWER <br />PROPOSED SEWER FORCE MAIN <br />PROPOSED WATER MAIN w/FIRE HYDRANT <br />"NO PARKING" SIGN <br />