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SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. - - - - - w <br /> M N\M\O N O Q <br /> *CONTRACTOR TO VERIFY *EXISTING GAS LINE \' _ <br /> DEPTH OF UTILITY PRIOR , <br /> TO CONSTRUCTION 1p1+� <br /> ST 19.14 LT) A \ <br /> WATER NOTES £ <br /> u WITH 1-8; VALVE <br /> % � N NEW M91N--C6NNECTION BY _ \ <br /> C -EVERETT PUBLIC WORK <br /> A. NO CONNECTION TO THE EXISTING MAINS WILL BE <br /> ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKF STA 97+50.51 (17.93 LT) <br /> LOW _ +00 <br /> PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, HOT TAP WITH 1-8" GATE VALVE 100-�' <br /> TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY ON NEW MAIN CONNECTION BY %ui` Gj680� J- o <br /> BACTERIOLOGICAL TEST RESULTS. ,CITY OF EVERETT PUBLIC u/ N j6 ape•E W z wo a Q J <br /> B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL EXISTING GAS LINE <br /> BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE o ` - sn " -• � F o F K k <br /> DEVELOPER'S EXPENSE. THE PUBLIC WORKS DEPARTMENT w w 3 m m <br /> SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE u ,- <br /> FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT 103 LF 8" DI�� r� a ¢ J '�' N g <br /> SHALL THEREAFTER DETERMINE THE DATE AND TIME AT / TEC BLVD- ss/ss o 00 w t N <br /> WHICH THE CONNECTION SHALL BE MADE. + MUKIL rp w a m <br /> C. ALL WORK AND MATERIALS MUST CONFORM TO CITY WE$T /ss • s' I d o 1 w w o: <br /> OF EVERETT STANDARDS. ss sue/ s i a U o o N a' <br /> D. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH �� /sssv w <br /> THE CITY PRIOR TO THE START OF CONSTRUCTION. THE �� \ 1 _ ss - _ssa,. L o a o 0 <br /> CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DIVISION / t- ss�' is1,. 340 1'7. -E-t<. F o wo <br /> MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO \ \ EXI - / L N r F w U <br /> COMMENCEMENT OF CONSTRUCTION. \ __ *EXI ING 24" SS, ass s A o w o 0 o F <br /> E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED _ sti---/ - L 1 3 > > M Of M N N <br /> AGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF _ \ EXI SD- - -9 <br /> A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS <br /> DURING CONSTRUCTION ON A 24 HOUR BASIS. m <br /> F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 O <br /> INCHES VERTICAL SEPARATION BETWEEN POTABLE AND ��J �� - ,�`°• s ,-''' \ 4 <br /> 5 m <br /> NON-POTABLE CONVEYANCE SYSTEMS. <br /> G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY <br /> PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. ALL 9\ © g W E o <br /> VALVES, <br /> NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. \ ® N I y a@$ <br /> H. PROPOSED FIRE HYDRANTS WITHIN THE PRIVATE - 99 \ - <br /> DEVELOPMENT ARE PRIVATE AHS SHALL BE PAINTED WITH i \\ O9 STA 2 55.00 (8.3 RT) .�° SS 7 72 <br /> 8 PROPOSED 1-8" D TEE (MJ}- - F & `m M ;EO <br /> TWO COATS OF HIGH GLOSS "SAFETY RED". THE PORT \ 'S d <br /> 5 \ VAULT 3-8" DI GATE VALVE (FLxMJ) '' -�-o 55 m a¢ f <br /> CAPS SHALL BE PAINTED BLACK. R P 1 ° <br /> wp'tER.j 5' 1G 1-THRU BLOCK 1 - £ �� .a 21+00 'm n <br /> SEME STA 31+13.28 S N <br /> \� N:350516.48 Z m <br /> E:1285043t56--" <br /> g <br /> -B`DI 45' BEND (MJ) <br /> 1-THRUST BLOCK <br /> 23 LF 8" DI <br /> �42 And "C;Reav o <br /> 144 STA 26+46. 9 (8.01 RT) 31257 <br /> \, 46 % % �? - �6` 11 FF�isTER��O-•1 <br /> vo <br /> 1. a <br /> STA 31+36. 4 - N 77'2 '09., I 4.° 13 i 3 I PROP 25' <br /> SEWER <br /> N:350504.09 E ( ) 14 N WATER & <br /> \€1285068.67 STA 25 81.60 7.57 RT z <br /> A-8" DI 45- BE (MJ) 15 LF 12" I 1-8" DI 45' BEND ( J) 15 % tO EASEMENT <br /> 1-THRUST BLOCK CASING W/THRU T BLOCK U.. _ % <br /> P \ <br /> 00 <br /> 48 LF 8" DI 19 LF DI �k ., %. S �I J <br /> STA 31+84.23 I 16 <br /> I, % N I J F o <br /> N:350512.65 \\ <br /> E:1285116.10 -1 :E y 00 <br /> 1-8" DI 45- BEND MJ 3 7 LF 8" D 3 F Z <br /> "g✓`7 165 ............................................................................................................ 165 1 THRUST ( ) ,� .70 \ In y < <br /> LIJ <br /> '^ 160 ..............................:...........................................STA:31+82.74 .._... .._......?B160 25 LF 8 DI I c �% % %1 3 I F <br /> STA:31+84. \� BLOCK <br /> HORIZONTAL \\ 25 <br /> gl STA:31+36.07 .,I - % 24 I Q Q w <br /> IE:145.99 STA 25+47.26 (4.78 RT) + <br /> x HORIZONTAL BEND 2" S 1 DI 4' BEND ( ) I N \ % / '' O = _ Of <br /> 155 '..............................................EXISTING GRADE..........._..CASING "... .. ... ... ....11 55 D W/THRUSTSBLOCK \ I N W M W <br /> PROP _ MJ 1 - 23 <br /> $� ® WATER OL StA:31+67.74 ON CON OP RD 97 LF 8 DI <br /> 150 .......................................HORIZONTAL BEND ......_. ...... IE:143.20. 150 ND 21 156 � I N <br /> CONNECTION <br /> x EX.-12'" SID / - 20 s ' <br /> 145 -......0,568'-CLEARANCE.......... .FINISHED.GRADE. .o z.... ..... .................. - 145 19 <br /> i <br /> U' I <br /> ® WATER n o M a1 <br /> ' -EX• GAS MAIN: vim :8 DI WA TYP oz .�.�...0 . .'n 5 % ' ^� <br /> 140 ..........-'WEST....... ...................... o.Z ................ .. ........ 140 PROP WATER �ti <br /> 1 I <br /> ro.s c� W <br /> MUKI WEST <br /> BLV <br /> I <br /> ' 135 :............�._.:a._... ... f-r.'-- ..:............... .............. ...._.... STA:31+89.07 35 <br /> I 5 W <br /> 130 ..._.. ...N ....... .' ..................STA:30+90.10 ..... ..._.....VERTICAL 1BEND 30 1.25' 1 I \ _ _s,a SS D r l7 d ZO <br /> I <br /> W/THRUST BLOCK \ �' % 0 N <br /> `7 ELEV:134.38 1 W W 0- <br /> n 'o x 1-8" DI 11.25' S <br /> J <br /> 125 -X ��SSI ���-,dw VERTICAL BEND ������ ������ 1 24 ''' �STA:31+65.54������'': 125 STA 24+48.96 (4.34 RT) � - � � LIJ <br /> 'EX. 8" SS W/THRUSi BLOCK :STA:31 2.96 ELEV:142.90 24+00 55 -� " E W z <br /> : ELEV:142.90 � \ / . 4- I �Z <br /> 120 ............-EX:-24".SS .. .... .........1-8" DI 11.25- ...1-8" DI 11.25. ...... 120 � '� ��1010 m Q <br /> PROP 12" SD STA:30+82.02 :VERTICAL BEND VERTICAL BEND : \ I T 0/ 22 IY ?�J a . ...........SERVICE-'.1TANCE 830i56'625' VERTICAL BEND ........../THRUST BLOCK /T 1 % / /per �A v d <br /> �n W HRUST BLOCK / v <br /> WATER <br /> i 115 ... 1-8" DI 13 115 2 <br /> n :0.76' CLEARANCE VERTICAL BEND W/THRUST BLOCK <br /> W/THRUST BLOCK......:........................................................: 110 / N <br /> A g 110 :*CONTRACTOR'TO'VERIFY-.......... . <br /> i DEPTH OF UTILITY PRIOR: A / <br /> 105 TO CONSTRUCTION <br /> VERIFY SCALE <br /> tia n aD N M Om m N aD M m w N 4 M N< N aD n n / BAR IS ONE INCH ON ORIGINAL DFAWING. <br /> N m m NIq WN1 mN N M Ma! On IN nta nN / 0-1- <br /> o M M M a o N CO 0 0 M N r n n^6 a0 O N M N Permit#: PW2205-022 0 i D 2D 40 IF NOT ONE INCH ON THIS SHEET, <br /> M M M MM MM asa1 712 NN NN HOR Z. <br /> a Site Address: 3618 W Mukilteo Blvd ADJUST SCALES ACCORDINGLY. <br /> Owner: Sage Homes Northwest LLC L City of Everett Permit Review j Scale In Feet SCALE: DATE: <br /> Application Date: 05/24/2022 EVERETT Status:Revisions Approved 0 5 10 20 AS SHOWN 07/13/2023 <br /> r 30+00 31+00 32+00 32+14.75 Description: Site Work for Harbor's Edge(ULS) -'•°'- 07/17/2023 9:46:34 AM VERT. DESIGNED BY: CHECKED BY: <br /> n Scale In Feet KDS/TB ACR/RB <br /> d WATER PROFILE -TRACT 999 Review Status: Approved-Revision after Issuance PACE PROJECT NO. 21586 <br /> ..emu Review Date: 07/17/2023 CALL BEFORE <br /> F A�01 <br /> YOU DIG UNDERGROUND WA�) REV1122-001 SHEET <br />