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SE1/4 SWIM SEC. 34, TWP. 29 N., RGE. 4 E., W.M. <br />A/B STA 100+55.00 (19.14 LT) <br />1-8" DI TEE (FL) <br />3-8" GATE VALVES (FLxMJ) <br />1-THRUST BLOCK <br />A/B DEPTH=4.2' <br />SEWER NOTES <br />A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT <br />_,,STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. <br />B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR <br />IRRIGATION WATER METER, / T INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY <br />DCVA SHALL BE LOCATED IN J INSPECTOR. <br />AN UNDERGROUND VAULT, C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM <br />SEE L2.0 20+11.88 STA SSA SIVH 61 / AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL <br />PRESERVE AND PROTECT 11.8 28 1 .68RT) RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY <br />EXISTING UTILITIES DURING - ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE <br />CONSTRUCTION 101+00 DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY HE PUBLIC WORKS <br />\ PECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY <br />EXISTING G \ £ ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. <br />FIREw i „ ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN <br />HYDRANT w' \ SEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING <br />-CONSRUCTION. <br />w \ / E. SEWER LATERALS ARE PRIVATELY MAINTAINED TO SEWER MAIN. zo <br />„ , + <br />EXIS j 6•Bo <br />STA 2626+36+4 05 �6' 10ss <br />1�'08• ss� s �. <br />(RT)7.45 E METER " ➢ WATER NOTES <br />1-FIRE HYDRANT G TO BE REMOVED sss.a y <br />1-6" GAT G A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS <br />Z ADAPTEROF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, <br />+ G-THRUSTH= 4 21� � ILtE� BLV /„ % I BACTERIOLOGICAL TEST RESULTS.RECEIPT OF SATISFACTORY <br />cn TESTING DISINFECTION, AND <br />oM WESt M f '°. P ° d B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC <br />4.5'DP / '1/ ss /' 73 WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS <br />151 �. cn 7? LF 8" DI DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE } <br />\ a.Ic `n FOR EACH CONNECTION. HE PUBLIC WORKS DEPARTMENT SHALL HEREAFTER LL rn <br />so. i DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. <br />i s STA 20+52.94A/B C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. <br />\ \\ss/ - HE <br />o D. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO T <br />s i 1525 1 START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION <br />i (iPdE p/g N 1-11.25' DI BEND (MJ) DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO E <br />\ \ s " ! O2 2 L 8" DI N N 1-THRUST BLOCK COMMENCEMENT OF CONSTRUCTION. _ ° <br />\ \ O SDP A B DEPTH=4.2' E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE I N co <br />FF=154.0 AD=15 . ' SSMH #2 PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING � ¢' m L <br />PAD=151 1 STA ^'z r r ^99.48 21+01.87 PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. 9 <br />G _1 \ FF=154.2 5.1'DP (5� RT) 3.68 F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL w v - 7 v M <br />ass s = PAD=151.5 + 10' M E POTABLE AND NON -POTABLE CONVEYANCE SYSTEMS. C) ON 3 SEPARATION BETWEEN <br />;D \ FF 154.1 IN o v <br />g a w G. ALL CITY OF EVERE17 VALVES SHALL BE OPERATED BY PUBLIC WORKS ¢ � , 3 <br />i \ \ PAD=151.7 + + SEPARATION DEPARTMENT PERSONNEL ONLY. ALL VALVES, a co w a 3 <br />FF=153.6 O 1 FF 154.1 4.9 DP �, + I (TYP <br />1 PAD=1550.8 ® 49DP \ PAD-1517 0 68 LF 8 DIA/B NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. <br />H. PROPOSED FIRE HYDRANTS WITHIN THE PRIVATE DEVELOPMENT ARE PRIVATE AHS <br />\ + \ s SS 7 72 SHALL BE PAINTED WITH TWO COATS OF HIGH GLOSS "SAFETY RED". THE PORT CAPS <br />4.6DP FF=154. (3:6Er LT).5.1 <br />\ i SA zti1).5.1 3 8-21+19.86 SHALL BE PAINTED BLACK. <br />� -+.o SS E .• •°. E' <br />�^ QF °°°oF°was q <br />FF=153.6 P =15 . - 1-8" DI TEE (FL)H'tir <br />\ \ SSMH #3 PAD=150y '+' 21+0 P 2-8 GATE VALVES (FLxMJ) Q"`P A_\ v o=PEE <br />^� �. z FF=153.4 a �^1? �k d wP <br />ROPOS 25+74.03 STA �� +' S S ; <br />� V \ ( � LT) PAD=150.3 8 Z o W II 1-THRUST BLOCK <br />„ + SS N ! A/B DEPTH=3.9' <br />o\ a' STA 27+47.05 (7.99 RT)A/B <br />1-11.25' DI BEND (MJ) <br />\ + 3 1-THRUST BLOCK <br />� 26 A/B 1.F 8" p1 �+ + I A/B DEPTH=4.0' <br />\1" DOMESTIC/FIRE COMBO <br />40 �0 FF=154.2 <br />7 ` / a FF=154.8 2 DP51.3 I WATER METER REQ'D FOR <br />\ - 42� -/ PAD=151.7 NFPA 13D SPRINKLER SYSTEMS <br />44/ (TYP), UNLESS OTHERWISE NOTED <br />\ s 4.�'DP . z 1 <br />FF= 8 PAD=1 PO 11 <br />-4 4.8'DP PAD= 1.7 vi <br />_`.15 saR �. FF=154.4 10 LF 8" DI 12 f 110 LF 8" DI A/B <br />- /g' 5.0'DP r 4 DP s.° PAD=151.4 I PROP 25 <br />5 r� 13 ��i 3 I , <br />4.9'DP E '00 <br />\ 25+74.18 5.67 I I 145DA/tS LF 8" I FF=154.5 15 14 154.0 z WSEWERATER & <br />STA 25 181.60 (7.58- RTT) 1 \ 1+96 rr=154.6 PAD=151.4 E u EASEMENT <br />AIn if •Cii. Re IV IJM6ER11P m1061879( <br />231212:4104 800 <br />31257 <br />�Fa/STERN°' <br />FSS/ONAL,°*'�G <br />U 00 <br />J <br />W <br />J � o <br />U) N <br />Z CF) <br />Ld N u) � <br />\ <br />1-45' DI BEND (MJ) PAD=151.W FF=154.5 4 52 W <br />1-THRUST BLOCK PAD=151.4 ACTUAL AI -� 153• a � 2 > <br />°` ~ <br />A/B DEPTH=4.5' I 4.5'DP WATER ALIGNMENT 16 \GRPOE� / �h8 I ~ <br />O Q W <br />j 18 17 \ / c154.8 N N I I- W <br />7J \ W 0) > <br />ice' / L ,, ^^ W <br />V Lo <br />25+53.14 3.60 I I / \ I Q 0 <br />STA8+4ri6- (+.4& RTT) o s \ N <br />1-45- DI BEND (MJ) -' �_ 0) <br />1-THRUST BLOCK = 155.9 <br />\ A/B DEPTH=4.5 I <br />� FF=159.1 <br />GRPD 155.5��� FF-159.1 PAD=156.3 N <br />\ A/B102 LF 8" DI I Q FF=158.8 PAD=156.3 ti <br />15' 21 PAD=156.3 5.3' P STA 2222+z +29.71 <br />PROP 61 <br />WATER <br />I <br />0 <br />FF=158.5 �� . 58 :. <br />PAD=155.6 4° <br />I (IR LTT ) <br />1-FIRE HYDRANT ASSEMBLY <br />i <br />EASEMENT <br />\ 19 <br />FF=158.2 <br />1-6" GATE VALVE <br />Nx <br />A/BSTA 24+48.96 (4.34 RT) <br />\ <br />FF=158.0 <br />PAD=155.6 4.8 DP <br />"RADAPTER <br />I <br />63 <br />1-45' DI BEND (MJ) <br />FF=157.8 <br />PAD=155.2 <br />A/B167 LF DI <br />1/ <br />-THRUST BLOCK <br />0 <br />1-THRUST BLOCK <br />PAD=155.2 <br />5.1 DP <br />l <br />�� /B DEPTH=3.5 <br />A/B DEPTH=3.8' <br />W <br />I <br />+• <br />A�4 23+ <br />,W^ <br />z <br />J <br />V <br />� <br />W <br />d <br />Lu <br />N <br />O <br />a <br />06 <br />\ \ 5.0'DP' SS T / a/ 19 LF 8" DI A/B W <br />Ri <br />SLuA 22+46.34A/B I Q <br />(7.69 LT) _ Lu <br />1-45 <br />SSMH #4 1-THRUSTBEND BL CKMJ) N <br />N \ <br />24+SS T / 22+67.30 STA ^ ^^ ^�T A/B DEPTH=3.5' <br />8 �20 1J% U 16' G 6.99 ( LT) <br />226 16 A/BSA 22+49.67 (6.16 LT) VERIFY SCALE <br />1-22.5' DI BEND (MJ) BAR IS ONE INCH ON ORIGINAL oRAwINC. <br />1-THRUST BLOCK o - <br />�' A/B DEPTH=3.5' 0 10 20 40 IF NOT ONE INCH ON THIS SHEET, <br />a NNr HORIZ. ADJUST SCALES ACCORDINGLY. <br />\ / SSMH 5 Scale In FeetSCALE: DATE: <br />Si-24# AS SHOWN 12/111/23 <br />o. STA -H-�99 24+11.41 r^ <br />CPI( LT) 6.94 <br />ERA\>�� STA 24+16.00 (3.42 RT)A/B DE GNED KIDS/TB� CHECKED ACR/SS Y. <br />\ 1-45' DI BEND (MJ) PACE PROJECT NO. 21586 <br />s> 1-THRUST BLOCK <br />BEA/B DEPTH=3.8' YOUL EF$RE <br />��g REVI122-001 SHEET �'5•0 <br />