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GARDEN ESTATES <br />SECTION 12, TOWNSHIP 28N, RANGE 4E, W.M. <br />I <br />I I <br />' h <br />430 coo Ip ' <br />/ 2 <br />TYPE I CB / / <br />RIM=594.68 <br />IE 12" CONC N=592.72 I <br />IE 12" CONC S=592.72 I <br />W RIM= CTR STIR SSMH EX. METER (AB) <br />RIM=597. TO BE RELOCATED <br />IE 8" PVC N,W=586.12 4; `� •'.,:' BEHIND SIDEWALK <br />IE 8" PVC S=586.02 A I 80TH PL SW N89'00'S9 173.88' <br />G . <br />- SS SS .:' : � v <br />w <br />ff IL <br />Me- 0 0 a 0 <br />�r <br />GARAGE ii N00'00'35" HOUSE <br />82 84 1.38' 50.00" <br />REC. AREA F EC. AR�A <br />N89' <br />LOT 6 <br />8,258 SF , <br />E RIM=CTR STIR SSMH'- <br />RIM=598.35 /. <br />:;.'.IE 8" PVC N=585.24 a . .:: , .. 006 OL- _ <br />IE 8" PVC E=585.1456,E <br />¢80 <br />F.... .... .......:..... <br />BUILT .... sD sD SO SD <br />- ETyp EX. FH <br />/ TYPE I CB S RIM=CTR STIR SSMH S RIM=CTR STIR SSMH <br />RIM=597.17 RIM=596.25 RIM=576.76 <br />IE 12" CPEP E=592.82 IE 8" PVC NW=594.65 IE 8" PVC W=567.89 <br />IE 8" PVC SW=594.65 IE 8" PVC E=567.79 <br />INTERSECTION IE 8" PVC E=594.55 <br />STA 4+04.20 (UPPER RIDGE RD) <br />/ STA 10+00.00 (81ST ST SW) <br />Q� <br />a`Vr1� <br />ry <br />10' TO BE DEDICATED TO THE <br />CITY OF EVERETT UPON THE <br />RECORDING OF THIS PLAT <br />2,016 SF LOT 2 <br />I RE,q. AREA <br />C3' <br />1 \ <br />LOT 7 <br />8,258 SF (G) <br />7,328 SF (N) <br />cgRgGE I EX. gEWERI / / / / <br />S;U-8 FOR EX. / / / /c <br />SLOT 1 r <br />.0, <br />REC. AR€A / / <br />GS GRE q1 <br />r <br />i <br />/ LOT 3 Eo / <br />/ zg <br />EX/ FH 8,108 SF y/ 7.461 SF , '� �' LOT 4 LOT 5 <br />' FIRE H g/ / _ 14,869 SF 8,257 SF <br />GENERAL WATER NOTES <br />NO CONNECTIONS TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT <br />BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO <br />SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF <br />SATISFACTORY BACTERIOLOGICAL TEST RESULTS. <br />CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE <br />CITY UTILITIES DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE CITY <br />UTILITIES DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS <br />NOTICE FOR EACH CONNECTION. THE CITY UTILITIES DEPARTMENT <br />SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHCIH THE <br />CONNECTION SHALL BE MADE. <br />ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT <br />STANDARDS. <br />A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR <br />TO THE START OF CONSTRUCTION. THE CITY OF EVERETT ENGINEERING <br />DEPARTMENT CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 <br />HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. <br />THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL <br />NOTIFY THE CITY UTILITIES DEPARTMENT OF A PERSON WHO CAN BE <br />CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 <br />HOUR BASIS. <br />MAINTAIN A MINIMUM OF 10-FEET HORIZONTAL AND 18-INCHES <br />VERTICAL SEPARATION BETWEEN POTABLE AND NON -POTABLE <br />CONVEYANCE SYSTEMS. <br />ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY CITY UTILITIES <br />DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, <br />SHALL BE ACCESSIBLE AT ALL TIMES. <br />z /N RIM= CTR STIR SSMH TYPE I CB \ <br />RIM=571.66 RIM=570.37 TYPE I CB <br />IE 8" PVC W=564.891E 12" CONC NE=567.47 RIM=570.00 <br />IE 8" PVC E=564.79 IE 6" PVC S=567.69 IE 4" PVC N=567.20 <br />AS -BUILT IE 12" CONC E=566.97 <br />WATER METER IE 12" CONC SW=567.28 <br />(TYP•) <br />GENERAL SEWER NOTES <br />SSMH <br />RIM=558.28 <br />IE 8" PVC S=559.02 <br />IE 8" PVC W,N=558.28 <br />8" PVC E=558.18 <br />PWR �o <br />TYPE II SDMH VAULT <br />RIM=568.52 =r <br />IE 12 E=560.42 <br />IE 36" CMP S=560.42 <br />u,; c..;. <br />..:.......... .;:,.:_ ' - <br />'" MERIDIAN AVE <br />TOP 12" CMP OVERFLOW=566.00 <br />SD - <br />TYPE I CB, SOLID LID <br />\ RIM=564.36 <br />II <br />a_ <br />o IE 12" CPEP E=557.06 <br />0 <br />¢ N IE 12" CPEP W=557.16 <br />} IE 12" CONC W=558.80 <br />i <br />II <br />wl <br />IL <br />I �N <br />�af <br />'F <br />I 0 w N89'03'18"E 209.73' <br />\ z0 <br />3&38' ----- <br />in <br />\ <br />i <br />i <br />LOT 8 <br />.0 <br />o <br />rn <br />gn LOT 8 TO USE <br />" r <br />° <br />I <br />D o <br />IE V2" EX. SEWER <br />P <br />6,850 SF <br />o <br />En <br />C ER 6 STUB(AB) <br />/ <br />F_ <br />NT9'03 <br />37.00 <br />TYPE II SDMH <br />z <br />° <br />I <br />z0 <br />/ 1 <br />RIM=568.64 <br />/ <br />I <br />IE 12" CPEP S=563.39 <br />LOT 9 <br />�� <br />I <br />m <br />IE 12" CPEP NW=564.54 <br />IE 36" CMP N=560.45 <br />7,535 SF (G) <br />D <br />1II <br />I <br />I <br />6,432 SF (N) <br />r <br />/ <br />IE 12" CPEP W/ <br />- / <br />/ <br />1+75 <br />1�+w� <br />I TRASH-RACK=565.14 <br />rn <br />- <br />_ <br />/ , R9'03'18"F�131.001`AB) <br />L <br />n� <br />ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT <br />STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. <br />NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, <br />CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, <br />AND APPROVED BY THE CITY INSPECTOR. <br />APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED <br />FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE <br />CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS <br />AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF <br />CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE <br />CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY <br />CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER <br />PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE <br />PROJECT. <br />ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN <br />EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR <br />TO STARTING CONSTRUCTION. <br />a 30' ACCESS & `°-9J PROP. SEWER STUB <br />UTILITIES EAS FOR LOT 9 <br />PER COE STD. <br />DWG 601(AB) <br />AGT /99 <br />DETENTION- - I <br />8,246 SIF \ . rn <br />_ N <br />I 'I'3�Do,-- �I PARKING SSMH <br />SO y� SD SO RIM=570.65 <br />SS SS SS IE 8" PVC S,W=560.96 <br />IE 8" PVC N=560.86 <br />(AB) IE [12" CPEP=565.75 <br />I N M= CT04TRN$3MH3/4" WATER <br />RIM= 0.91SERVICES TO SERVE <br />IE 6" P §t5 .* & 9 <br />IE 8" PVC STD. 30' 30, <br />IE 8 PVC r2 <br />TYPE I CB <br />RIM=570.52 <br />IE 12" CPEP E=566.38 <br />IE 12" CONC W=566.43 <br />IE 6" PVC S-566.63 <br />STA 13+110,10, 7.17'RT <br />Q <br />W <br />1-HYD. ASSEMBLY(AB) <br />IL <br />1-6"x6" TEE (FLxFL) <br />Q <br />30 LF 6" D.I. <br />~O <br />x <br />THRUST BLOCKING <br />LO <br />Z <br />PER COE STD. DWG 507 <br />.� <br />CITY CREWS TO TAP MAIN UNDER <br />SEPARATE UTILITY PERMIT <br />BASED ON COST ESTIMATE <br />FN <br />80 <br />HORIZONTAL SCALE <br />WATER AND SEWER SERVICE NOTE: <br />EX. WATER AND SEWER SERVICE STUBS SHOWN ON <br />PLANS ARE APPROXIMATE AND BASED ON AS -BUILT <br />INFORMATION PROVIDED ON THE CITY OF EVERETT <br />WEBSITE. CONTRACTOR TO VERIFY ACTUAL LOCATIONS. <br />LOTS 2-7 TO USE EX. WATER AND SEWER SERVICES <br />WHERE AVAILABLE. <br />ANY WATER METERS LOCATED IN DRIVEWAY AREAS SHALL <br />HAVE TRAFFIC RATED LIDS. <br />CITY OF EVERETT TO INSTALL METERS UNDER UTILITY <br />PERMITS ISSUED AT BUILDING PERMIT ISSUANCE. <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 11/06/2024 <br />Permit Inspector <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />811 <br />00 <br />AS -BUILT NOTE: <br />THE AS -BUILT INFORMATION SHOWN WAS <br />PROVIDED BY HARMSEN LAND SURVEYORS. <br />OMEGA ENGINEERING HAS PREPARED AND <br />STAMPED THIS DRAWING BASED ON THAT <br />INFORMATION. <br />f0 <br />M <br />� <br />3 <br />Of <br />0 <br />Z <br />O <br />o <br /><a <br />a= <br />O <br />w <br />Z <br />U <br />az <br />D <br />0 <br />a <br />J <br />U.1 <br />N <br />Y <br />N <br />E <br />3 <br />o <br />J <br />m <br />w <br />a <br />>; <br />� <br />a <br />W <br />Q <br />� <br />o <br />rn <br />\ <br />rn <br />N <br />n <br />a <br />d <br />a <br />N 00 <br />> N W Lo � <br />QLU rnv <br />OrnN <br />L0 L0 <br />j� N N <br />LU Of <br />LU } ~ <br />W <br />N W <br />VJ <br />O <br />0 <br />LU <br />C <br />L <br />N <br />3 <br />V / <br />0 <br />ILL, <br />G/' <br />\ <br />.0 <br />J <br />N <br />W� <br />C <br />O <br />L.L <br />F- <br />W <br />( n <br />�"J <br />W <br />W <br />7 <br />U� <br />z <br />O H <br />H Q <br />(V W <br />z I- <br />O W <br />H O <br />0 z <br />LLI Of <br />LL 3 <br />O � <br />z 0 <br />O z <br />H 00 <br />� N <br />O <br />0- <br />PROD. NO. <br />DSN. BY: <br />1 7- 0408 <br />RAW <br />DAre <br />7/17/19 <br />etas: <br />1 " = 40' <br />DRAWING NO. <br />9 <br />9 <br />OF <br />v <br />N <br />0 <br />N <br />0 <br />m <br />0 <br />