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= WATER PLAN -RECORD DRAWING <br />=99 FOR <br />GREENWOOD HEATING AND AIR <br />K°°Cailb9lonslyyou'aq. PTN OF THE NE1/4 OF THE SW1/4 OF SEC. 235 <br />® TWP. 28 NORTH, RGE. 4 EAST, W. M. <br />D 60 CITY OF EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON <br />SCALE: 1'=30' <br />EVERETT WATER GENERAL NOTES - q <br />A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT R <br />BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR r0 _-_ ____________ _ ________ R <br />SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF <br />SATISFACTORY BACTERIOLOGICAL TEST RESULTS. CB SOLID LID TYPE I- <br />RIM-537.45' q <br />CB STD GRATE TYPE <br />B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY 12" DI IF NW=534.65' <br />THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE 12" DI IF SW=534.61 RIM=536.83' I CB SUN GRATE <br />' <br />PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS 12" CMP IS 5E=534 51' 12CMP IE NW-53410' S RIM=536175' <br />DAYS NOTICE FOR EACH CONNECTION. THE PUBLIC WORKS \ 12- CMP IE NE=533. Jq 12' DI IF SW=533.90' <br />DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT �'� P 12' DI IS NE=533 95' <br />WHICH THE CONNECTION SHALL BE MADE WATER METER 6 OP ) G <br />C. ALL WORK AND MATERIALS MUST CONFORM TO Cltt OF EVERETT \ HYDRANT (TYPJ B <br />STANDARDS. � WATER MARKER POST <br />WATER METER (TYP.) <br />D. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR G & <br />TO THE START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC OWNER: GOLDFINCH PROPERTIES, LLC IRRIGATION BOX (TYP.) q <br />WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 \ PARCEL IF D0537900000602 <br />HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. RI SOLID LID „ <br />M=538.19' I <br />WALL 6" PVC IS NW-535 3J' E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL CONC RET. I <br />NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE 1 ° \ W/CHAINLINK FENCE 12" DI IS NE=534.99' & <br />PLATOF PNIOL FIE LD ADD RION TWO 12" CMP IS SE=53S09' } <br />CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 VOL. I2,PG.92 _ - ).-I M CB STD GRATE <br />HOUR BASIS. PROPERTY LINE 12" CMP IS SW=534.94' o RIM=537.64' <br />F <br />F MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES R 12" CMP IF NW=535.24' <br />VERTICAL SEPARATION BETWEEN POTABLE AND NON -POTABLE UNJ3B1^ 2" REBAR/CAP "";.. CB SHE GRATE <br />CONVEYANCE SYSTEMS. 3 .. iP RIM=53718' <br />(MARCH 2022) - 12' DI IS NE-534.48' <br />G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS ROCKERY <br />DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, WOOD FENCE _ _ <br />z <br />LL <br />W <br />SHALL BE ACCESSIBLE AT ALL TIMES. �: CONNECT TO <br />° CONTRACTOR TO FOLLOW COE I EXISTING 8" WATER MAIN. NEW <br />L <br />STD DETAIL 614 FOR CONNECTIONS TO BE PERFORMED BY COE <br />� <br />TRENCHING AND COE STD WATER DEPT. CREWS UNDER SEPARATE <br />\ DETAIL 326 FOR PAVEMENT UTILITY PERMIT BASED ON A COST ESTIMATE <br />�... RESTORATION. SEE SHEET C10 �,' PREPARED BY THE WATER DEPT AND PAID <br />_ OWNER: MONOPOLY PROPERTY IV LLC FOR BY THE OWNER/CONTRACTOR. <br />PARCEL IS 00537900000601 N24'51001"W " <br />a� R sE ER D AIN " <br />x \ CL se DI w 40.01' <br />x S 28 LF 8' 1 <br />W <br />a � �ILWW TER EPAR T \W MAILBOX i f SANT TYPE 11 48" <br />208 LF 8" 4 LF e" CL 52 DI W ZR Y RIM-53J.66' <br />6 d - A 3 \ , CL 52 DI W 524'S1'01'E 193.08' WOOD FENCE Pr 8" PVC IS BE=526 J6' <br />102 LF 8' CL 52 w <br />o < R� v <br />a I 9 1B. FOUND ENCASED <br />46 LF 8" CL 52 DI W a 10 TACK IN <br />LOT LIGHT s 3 cONCorvcrefrE 1.2 <br />6 <br />BELOW GRADE IN <br />LF 6 <br />1 ' CL 52 DI W 8 05L 52 DI W .'I,I� II _j MARCH 20 2)E <br />_ _ 8 J <br />2 <br />GATE OS 0 <br />PROPOSED BUILDING fi F a. L 62 p1 <br />5 LF a" CL 110 ILL 4' •:;: FDc <br />AM 17,305 SF ... <br />sz DI w CL 52 DI W I `. I,i GUY �1 HOR I <br />106 LF e' CL sz DI w FF=547.00 <br />FIRE ENE REWIRES DER AM 0' AD0110 AL <br />(INSIDE SPRINKLER RISER ROOM) 0059J9000WJ00 I 'I COITTX 0 Y <br />( TO BE DESIGNED BY SPRINKLER I - ';I LOH E <br />EWER CLEA OUT TYP. DESIGNER b NOH MI H OUR <br />FN. B0 2 0497 <br />rL R I CB STD GRATE <br />E 0 SILO E RIM-537.41' <br />III 15' ATER EAGER „ `' .e ' ''1 I , IF OF S 8' DI IE SW=535.46' <br />0' OR STD GRATE <br />20 LF 6" 6" SEWER RIM <br />CL I 8" DI IS NE-534.91 <br />CL 52 DI W 2" POLY SERVICE LINE 8" DI IF S-534]6' <br />MAILBOX W LOCATE WIREVAN <br />VV <br />): Ij <br />9 58 LF JBO P) <br />POWER POLE Nl %RE POWER POLE POWER REGENT TAN <br />POWER POLE VAULTS SIGN --F - <br />W/TRANSFORMER & W/uG WIRE DROP2T 00 Ff DROP 5 VALV <br />UG WIRE DROP - - y5•�OWE 5EF- - - - <br />'0e59'W - 1W.10' SIGNAL <br />6 16.BE, WWWI /00 WIRE DRO R PD1 9I0NAL .BL I <br />2 N2451'01'W �bY-ANCJO / Tp <br />8" SEWER 421e' q1tl�R <br />AMITIO CB STD GRATE <br />16110ft s P") <br />CONNECT TO EXISTING 16" WATER MAIN. NEW <br />L / <br />ACS4MH TYPE II 48" <br />CONNECTIONS TO BE PERFORMED BY COE <br />M-v �.BG — <br />WATER DEPT. CREWS UNDER SEPARATE <br />8" PVC IE NW=533,36' <br />UTILITY PERMIT BASER <br />_ _`CIE <br />SE-�3J 3Ta` <br />PREPARED BY THE WATER DEPT. AND PAID <br />W <br />OFF <br />GRATE <br />FOR BY THE OWNER/CONTRACTOR. <br />_ <br />1Y' <br />CDC <br />IS NW=546 <br />EYE <br />12" <br />CDC <br />IS SE=546.19' <br />cB TYPE 11 48"- <br />_ <br />RIM=i46.9b' <br />-xud —nwl� - mO—ma)—RAl—,w[I HUG) �rzSX—TSKA <br />EL M/H <br />RIM=551.46 S <br />18' CDC IE NW=547.86' <br />18' CMP IE SE=547.81' <br />SEWER CONNECTION TO BE <br />COMPLETED UNDER SEPARATE PERMIT <br />CB STD GRATE <br />JRPORT _ _ _ _— — - _ _ reIM=53686: _+\ <br />ROAD �INAL CENTERLINE (1E� 12 CND IE NE-536.81 \ o� <br />F P1 er n Fi(yE 12 CNC IS 5E=536.61' n" o <br />NDITION TWO P° z JJ <br />ON <br />310 GRAZE <br />ON STD GRATE <br />-CONSTRUCTION CENTERLINE <br />PHLRECORD OF SURVEYS <br />RIM=541,87' <br />g <br />_ _ RAM-539.24'_ <br />- - - - <br />FILED200OUNDER <br />FILED UNDER AFN. <br />- - - - 12' DI LE <br />MN=539.OT <br />- § <br />12' DI If Sf=53599' <br />&AFN. <br />12• DI IE <br />5E=539 <br />02' <br />12" DEC IS NW-536 FDA <br />85D9(4M rz°°1 -rz°=i TWO <br />nmr— rzA) rz1=1 <br />TAM — <br />"°1 <br />s"°n <br />— UG)awl <br />9°0) <br />- CB SHE GRATE <br />ss 1 CB SUN GIQATE— <br />y" C <br />K <br />CB STD GRATE \ r- <br />RIM=536.61' C <br />112' DI IF NW=533.17' e <br />12" DI IS NE=533.17 I <br />112" CNC IS SEc533.16' T <br />§_ <br />4I so-sgqo-qqs°-so-m-iO- <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 11/18/2024 <br />Permit Inspector <br />UTILITY CROSSING TABLE <br /># <br />BOTTOM UTILITY <br />TOP <br />TOP UTILITY <br />BOTTOM <br />CLEAR FT <br />1 <br />1TSTORM <br />'A137 <br />R"WAIER <br />103= <br />133 <br />2 <br />15'SFORM <br />5P.55 <br />8'WAIER <br />SRAI <br />5.35 <br />3 <br />R'S10RM <br />591.71 <br />S"WATER <br />sum <br />1.19 <br />4 <br />B'STORM <br />A2.03 <br />TWAIER <br />sum <br />on <br />5 <br />IP STERNA <br />M2.23 <br />4-WATER <br />SI335 <br />1.02 <br />6 <br />R'S10RM <br />91.52 <br />TWATER <br />sum <br />0J% <br />15'SEORM <br />537.0 <br />a-STEEN <br />510.6/ <br />3.07 <br />8 <br />15-MRM <br />530.M <br />4'WATER <br />543.25 <br />E.05 <br />UTILITY CROSSING NOTE <br />CONTRACTOR SHALL MAINTAIN MINIMUM VERTICAL SEPARATION BETWEEN <br />UTILITIES AS REQUIRED BY JURISDICTIONS HAVING AUTHORITY. CONTRACTOR TO <br />VERIFY SEPARATION REQUIREMENTS PRIOR TO CONSTRUCTION AND NOTIFY <br />ENGINEER OF ANY DISCREPANCIES. <br />II, TILITY POTHOLING NOTE <br />ALL LOCATIONS HIGHLIGHTED ARE REQUIRED TO BE POTHOLED TO VERIFY <br />VERTICAL AND HORIZONTAL LOCATION OF EX15TING UTILITY AND/OR POTENTIAL <br />CONFLICTS WITH Ex. unLTIES AND/ore PROPOSED ROADWORK STRUCTURES SUCH <br />AS CURBING AND PAVING. POTHOLING SHOULD OCCUR PRIOR TO CONSTRUCTION. <br />CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY <br />CONFLICTS. DRY UTILITY ELEVATIONS ARE ESTIMATED FOR UTILITY CROSSING <br />PURPOSES, CONTRACTOR SHALL CONFIRM LOCATION OF ALL RELEVANT UTILITY <br />CROSSING THE PROPOSED SEWER AND NOTIFY BARGHAUSEN CONSULTING <br />ENGINEERS, INC. OF ANY CONFLICTS. <br />WATER KEYNOTES <br />OINSTALL: <br />1 45' BEND (MJ) <br />CONCRETE BLOCKING <br />OINSTALL: <br />1 8 x6 TEE (FL) <br />2 8" GATE VALVES (FLxMJ) <br />1-6' GATE VALVE (FLxMJ) <br />FIRE HYDRANT ASSEMBLY PER <br />CDE SHE DETAIL 507 BE 508 <br />CDNCRETE BLOCKING <br />OINSTALL: <br />t e XS" TEE (FL) <br />3 0 GATE VALVE (FLxMJ) <br />CONCRETE BLOCKING <br />OINSTALL: <br />1-8x4" TEE (MJxFL) <br />1-4" GATE VALVE (FLxMJ) <br />CONCRETE BLOCKING <br />OINSTALL: <br />1-16 x8" TAPPING TEE (FL) <br />1-8" GATE VALVE (FLxMJ) <br />CONCRETE BLOCKING <br />©INSTALL: <br />2 DOMESTIC WATER METER <br />AND BREA W/2" SERVICE LINE <br />SIZE TO BE CONFIRMED BY <br />PLUMBING DESIGNER <br />(CONSTRUCT PER DETAIL 502, <br />518 ON SHEETS C11, C10) <br />OINSTALL: <br />3/4 IRRIGATION SERVICE WITH <br />1-1/4' DCVA <br />(CONSTRUCT PER DETAIL 520 ON <br />SHEET C11) <br />OINSTALL: <br />1-90' BEND (MJ) <br />CONCRETE BLOCKING <br />OINSTALL: <br />1-8"W TEE (MJxFL) <br />1-6" GATE VALVE (FLxMJ) <br />FIRE HYDRANT ASSEMBLY PER <br />COE SUN DETAIL 507 & 508 <br />CONCRETE BLOCKING <br />OINSTALL: <br />1-22.5' BEND (MJ) <br />CONCRETE BLOCKING <br />NOTE: SANITARY SEWER CONSTRUCTION UNDER SEPARATE CONSTRUCTION <br />PLANS AND PERMIT FOR MUNIFTEO WATER AND WASTEWATER DISTRICT. <br />SEWER FACILITIES SHOWN ON THIS PUN ARE FOR REFERENCE ONLY. <br />Q <br />z z <br />a a <br />O <br />LL _ <br />O <br />j~ <br />U-1 <br />u <br />_ <br />V <br />�I H <br />Q <br />Q <br />0 <br />a <br /><o <br />F- <br />N <br />GO <br />z <br />0 <br />Q <br />_ <br />U <br />ICE <br />0 <br />Q <br />W <br />OU <br />0 <br />LU <br />W <br />W <br />IM <br />V <br />�P4SX�T wAsyL��.Pi <br />FUU/DNA L EEWWLW� <br />P <br />\ <br />_ <br />El <br />C <br />41 <br />L <br />0 <br />I <br />C <br />d <br />z <br />C <br />LU <br />cN <br />Q2 <br />N <br />M <br />C <br />Qm <br />10 <br />- <br />C Q <br />ryN <br />fl OV <br />p�2CA <br />3uN <br />(: <br />N WE <br />,(�,/�� <br />m <br />U <br />mYw <br />OD <br />EOD <br />N <br />N OD <br />0 <br />