Laserfiche WebLink
\\nov-beI-file.pIb.corp\projects\wa shin gton\Everett\soundview\2drowings\EVSV-131J.dwg Nov 17, 2023 - 2:58pm <br /> NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. <br /> ' o <br /> .a <br /> �J .W <br /> � o I <br /> WATER SCHEDULE 0 15 30 60 <br /> ICONNECT TO EXISTING WATER MAIN 1-2" METER PER CITY OF EVERETT STD. <br /> I O18"x12" TEE (FLxMJ) 10 DETAIL 502 <br /> 1 " GATE VALVE (FLxMJ) 1-6" 90- BEND (MJ) SCALE: 1 INCH=30 FEET <br /> I THRUST RESTRAINT PER COE STANDARDS 11 THRUST RESTRAINT PER COE STANDARDS <br /> 1-8"x8" TEE (FL) 1-6" 45- BEND (MJ) <br /> O 2-8" GATE VALVE (FLxMJ) 12 THRUST RESTRAINT PER COE STANDARDS <br /> 1-8" ADAPTOR (FLxMJ) 1-8" 90- BEND (MJ) <br /> I THRUST RESTRAINT PER COE STANDARDS 13 LEGEND <br /> THRUST RESTRAINT PER COE STANDARDS -W- WATER MAIN PIPE <br /> 1-8"x8" TEE (FL) 1-8" 45- BEND (MJ) DOMESTIC WATER PIPE <br /> O 1-8" GATE VALVE (FLxMJ) 14 THRUST RESTRAINT PER COE STANDARDS B WATER METER <br /> THRUST AIN AN A O 1-8" 225' BEND (MJ) <br /> WATER TEE <br /> 1-8%6" TEE (FLxMJ) 15 N GATE VALVE <br /> THRUST RESTRAINT PER COE STANDARDS C <br /> I <br /> O4 1-6" GATE VALVE (FLxMJ) 16 1-8" BEND (MJ) � FIRE DEPARTMENT CONNECTION <br /> THRUST RESTRAINT PER COE STANDARDS O THRUSTT RE AK FRE HYDRANT Z <br /> RESTRAINT PER COE STANDARDS <br /> I 90'BEND <br /> 1-FIRE HYDRANT ASSEMBLY PER CITY 1-8" PLUG (MJ) W/ MARKER <br /> 45-BEND <br /> OF EVERETT STD. DETAIL 507 1-DEADMAN BLOCKING W SHACKLES ,r m <br /> O6 1- FIRE DEPARTMENT CONNECTION ASSEMBLY O PRESSURE REDUCING VALVE 22.5- BEND 0 o <br /> I 18 PER CITY OF EVERETT STD DETAIL 521 '-A, 11.25'BEND o <br /> 1-8"x8" TEE (FLxMJ) M d <br /> O 1- <br /> 8" GATE VALVE (FLxMJ) 19 CONNECT TO BUILDING. RPBA FOR DOMESTIC DCDA o <br /> THRUST RESTRAINT PER COE STANDARDS SERVICE AND DCDA FOR FIRE SERVICE 0 DCVA <br /> 1-2" DCVA PER CITY OF EVERETT STD. LOCATED INSIDE BUILDING. SEE MEP AND FIRE <br /> I O8 DETAIL 520 PROTECTION PLANS FOR CONTINUATION. ® PRESSURE REDUCING VALVE <br /> 1-IRRIGATION METER 20 1-811x10" TEE (FLxMJ) <br /> 1-10" GATE VALVE (FLxMJ) <br /> O1-2" RESILIENT SEAT AND 2" OPERATING NUT. THRUST RESTRAINT PER COE STANDARDS NOTE' ao <br /> 1-2" HEAVY DUTY GATE VALVE 21 \ \ <br /> 1-10" 90' BEND (MJ) <br /> I NOTE: USE MEGA LUG RESTRAINTS OR EQUAL O THRUST RESTRAINT PER COE STANDARDS NEW WATERLINE WITH TRENCH EXCAVATION PER > F3 > <br /> 1-10" 45°BEND (MJ) COE STANDARD DETAIL 614. CONTRACTOR SHALL Y m Y <br /> ON ALL MECHANICAL JOINTS LARGER THAN 2". 22 THRUST RESTRAINT PER COE STANDARDS <br /> REPLACE SURFACE MATERIAL IN-KIND ALONG 0 V <br /> I THRUST RESTRAINT LENGTH SHALL BE PER 23 1-8" GATE VALVE (MJ) EXTENT OF NEW MAIN IN SOUND AVENUE. <br /> TABLE 5A. <br /> zlO ��ILLI gy <br /> �T9 <br /> 41071 e <br /> Gov CISTE4Q'O�6 <br /> () <br /> -R �- RECORD DRAWINGS <br /> �r- - -- - -�---7r=-x-�--�-=fit <br /> CO o o E <br /> C7I > rn ° <br /> (� cj of c <br /> WI F <br /> N <br /> J <br /> ------------- <br /> W� <br /> N:348821.71 4 t rn <br /> �a5 / <br /> EE1284751.91-4 ao 3 <br /> 117 LF 8"�I L <br /> N W 71 W F 8' DI :348819.78 14 <br /> ----------- _ <br /> o ----- E��284823.36 - O 5 <br /> l ---- ----\ _ 's: 2 85 LF 8" DI m a F-♦-20 LF 6" DI � - (\ N:348770.76 <br /> E:1285172.32 N:348768.43 14 <br /> 'o 54 LF 8" DI E:1285257.360 <br /> -p - -_--- - --- _ <br /> - - --- ------ ---- 29 LF 8" DI <br /> ..._.,. - <br /> h h <br /> M ------__- 1,,, - 61 LF 8" DI N:348754.32 <br /> �� - ---- - - - E:1285349'.3117 ENGINEERS CONSTRUCTION RECORD CERTIFICATION <br /> N> I N:128 751.3 O 5.9' O N:348785.36 - 19 LF 8" DI THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE <br /> E:1284751.37 N:128 858.9 14 E:1285048.16 WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED Z <br /> E:1284858.90 O 12.5' W <br /> .o � HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE O z <br /> 19.2' I PAVEMENT NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL <br /> 9 LF 6" DI 125 LF 8" DI W W <br /> I I N:348747.35 � REPLACEMENT OBSERVATION, CONTRACTOR INSTALLATION NOTES AND � Q <br /> 3 I 189 LF 8" DI O N:348774.13 14 E:1285276.83 SEE NOTE #1 FIELD MEASUREMENTS BY THE CONTRACTOR. THIS Ir W Z_ <br /> E:1285047.83 m DOCUMENT DOES NOT REPRESENT A DETAILED FIELD W Q 2 a- <br /> 15 N:348745.99 ` k SURVEY. THESE PLANS ARE FINAL CORRECTED PLANS rn <br /> COE 15' WATER LINE EASEMENT E:1285338.05 N AND THE INFORMATION SHOWN ACCURATELY REFLECTS W Q ji cr <br /> 0 100 LF 8" DI N:348683.25 @ - EXISTING FIELD CONDITIONS AS OF THIS DATE: (.0 <br /> I E:1285215.01 O 11/01/2023. THE ENGINEER HEREBY CERTIFIES THAT, co W <br /> BASED UPON THE METHODOLOGY DESCRIBED ABOVE, r <br /> ON:348669.96 -- 54 LF 8" DI \ G O W <br /> 7 ---- � CONSTRUCTION SHOWN IS CONSISTENT WITH THE O W <br /> E:1285169.96 N:348683.15 16 Q �z DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY LO 0) c Q <br /> I 54 -8" DI \ E:1285223.62 ` REPRESENTS THE EXISTING CONDITIONS, PER � W 5 <br /> 0 <br /> N:348678.00 L CONTRACTOR PROVIDED RECORD INFORMATION. <br /> 7 LF 6" DI f- - W <br /> s 15 LF 8" DI \ E:1285237.25 is m1 REPLACEMENT m <br /> I BUILDING A OEN:34870.28-:11 . 1 ' !i SEE NOTE #1 <br /> 2856956 NAV TIFI <br /> i O2 N:348750.23 G <br /> E:1285350.65 m - BY - - _DATE_ ��m/ 9- - <br /> FFE-346 O N 7 LF 8' DI <br /> I E:1285185176.57 <br /> .57 <br /> I I I � <br /> I N:348667.74 16 <br /> a COE 15' WATER LINE EASEMENT E:1285241.50 <br /> ' I 15.5' i <br /> � I I• � Q Aa <br /> Know what's b OW C-3.5 <br /> SEE SHEET C-3.3 FOR CONTINUATION Call before you di <br />