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m <br />frn' <br />om„' <br />H <br />n <br />`G <br />0 0 <br />J -h <br />m <br />N N <br />N t/l <br />A D rt <br />O B <br />N rt <br />CL lD <br />S <br />@CB RIM-506.71 <br />IE 6"PVC(S)=504.63 <br />IE 6"PVC(SE)=504.63 <br />@CB RIM=506.02 <br />IE 4"PVC(S)=504.81 <br />@CB RIM=505.50 <br />IE 4"PVC(W)=503.40 <br />IE 4"PVC(N)=502.70 <br />IE 6"PVC(N)=502.70 <br />IE 6"PVC(SE)=502.40 <br />IE 8"DI(W)=502.35 <br />IE 4"FLEX(NW)=502.30 <br />@CB RIM=505.31 <br />IE 6"PVC(SE)=503.61 <br />IE 6"PVC(S)=503.61 <br />IE 6"PVC(N)=503.57 <br />OVLT RIM=505.70 <br />IE 6"PVC(NW)=503.45 <br />IE 6"PVC W/ TEE(SE)=503.45 <br />@CB RIM=505.76 <br />IE 6"PVC(NE)=503.50 <br />IE 6"PVC(SW)=503.48 <br />IE 6"PVC(NW)=503.47 <br />(DVLT RIM=505.37 <br />IE 6"PVC(SE)=504.02 <br />IE 6"PVC(E)=503.37 <br />IE 6"PVC(NE)=503.37 <br />6"PVC W/ ELBOW(N)=502.57 <br />@CB RIM=505.50 <br />IE 6"PVC(SE)=503.77 <br />IE 6"PVC(N)=503.75 <br />@VAULT RIM=506.10 <br />WATER/OIL LEVEL=501.65 <br />IE 6"PVC(NW)=504.00+/- <br />@CB RIM=505.59 <br />IE 6"PVC(SE)=503.82 <br />IE 6"PVC(NW)=503.77 <br />®EXISTING STRUCTURE NOTES: <br />EXISTING 1,000 GALLON API OIL/WATER VAULT. DOWNTURNED ELBOWS <br />ON OUTLET PIPE TO BE INSTALLED AS A PART OF THE INTERIM <br />DISCHARGE PREVENTION PLAN (IDPP). <br />Q EXISTING 300 GALLON API OIL/WATER SEPARATOR VAULT. <br />@ EXISTING 4,500 GALLON CONTAINMENT VAULT. <br />@ EXISTING STORM ISOLATION VAULT W/ OIL STOP VALVE. <br />@ CB W/ SOLID COVER. <br />© CB W/ HERRINGBONE GRATE. <br />CATCHMENT LEGEND: <br />PAVEMENT BASIN <br />PAVEMENT STORM <br />PACIFIC PRIDE BASIN <br />PACIFIC PRIDE STORM <br />NELSON BASIN <br />NELSON STORM <br />COMBINED STORM <br />SD <br />SD <br />BUILDING <br />BUILDING <br />BRIGHTON SQUARE LLC <br />620 SE EVERETT MALL WAY <br />@CB RIM=506.13 <br />IE 6"PVC(NW)=504.97 <br />BUILDING <br />/ <br />CB RIM=506.41© <br />IE 4"PVC(S)=505.24 <br />CONC RAMP <br />7CHN LNK /FNC <br />ASPH <br />o <br />c <br />m <br />m <br />-----__-- <br />® <br />6" CONC WALL <br />6 �°I;RL'mog <br />I <br />\ TANK <br />BUILDING <br />UMH UMH <br />UMH <br />B RIM=506.14(8 <br />IE 4'PVC(S)=504.94 <br />I <br />CONC <br />I <br />II a <br />EMERGENCY <br />UMH UMH <br />UMH <br />I I <br />pT, <br />SHUTOFF <br />D <br />GQNC <br />-- <br />I��I <br />�= <br />r <br />UMH UMH <br />I� °JI <br />/ <br />• a <br />I I I <br />� I <br />6' CHN <br />�510- j�NKC�-�� <br />-�� " RR TIELLWAL <br />� <br />0 <br />I <br />�I <br />8" CONC <br />WALL W/ <br />7' CHN <br />LNK FNC <br />ASPH <br />V <br />UMH <br />¢ <br />ASPH <br />� <br />I <br />P <br />f <br />*U* <br />0720 <br />U <br />U <br />o <br />¢ <br />/ <br />� <br />I <br />I <br />CONC <br />CURB) <br />- - - -1 CONC <br />CONC <br />VAULT RIM=505.69@ <br />8" BRICK <br />1DVAULT RIM=505.71 <br />WATER/OIL LEVEL=503.69 <br />WALL <br />'WATER/OIL LEVEL=503.56 <br />IE 4"PVC W/ TEE(E)=503.95 <br />S@CB RIM=508.91 <br />� IE 4"PVC(E)=503.96 <br />IE 8'CONC(SE)=504.91 <br />IE 6"PVC(SW)=503.55 <br />NELSON FAMILY PROPERTIES LLC <br />IE 8"CONC(W)=504.91 <br />9826 7TH AVE SE <br />8" BRICK <br />TL 2805180030-7300 <br />WALL <br />i <br />BUILDING <br />BUILDING <br />l:V <br />CB RIM=505.01@ <br />IE 6"PVC(NW)=503.91 <br />BRIGHTON SQUARE LLC <br />620 SE EVERETT MALL WAY <br />TL 2805180030-4900 <br />- Y \ <br />8" CONC WALL W/ <br />7' CHN LNK FNC <br />So <br />9 - - <br />i <br />a <br />ASPH <br />30' <br />0 <br />CW I <br />m <br />LEGEND <br />N WATER VALVE <br />HYDRANT <br />I JCL FDC <br />%i POST INDICATOR VALVE <br />WATER BLOW OFF <br />® WATER METER <br />m IRR. CONTROL VALVE <br />�$ MANHOLES (SS/SD) <br />® CB (TYPE 2) <br />❑ CB <br />❑A POWER TRANSFORMER <br />©© POWER/COMM. VAULT <br />I EKE] WATER/UTILITY VAULT <br />© POWER MANHOLE <br />© COMM. MANHOLE <br />I ® WATER MANHOLE <br />13 POWER METER <br />m SURFACE JUNCTION BOX <br />® SUBSURFACE JUNCTION BOX <br />4 POWER/UTILITY POLE <br />-Q- POWER/UTILITY POLE W/DROP <br />ANCHOR POLE <br />GUY ANCHOR <br />I (TRAFFIC SIGNAL POLE <br />-'C STREET LIGHT <br />D-&D LUMINAIRE(DOUBLE) <br />CB RIM=509.27@ <br />IE 2"DI(N)=507.87 <br />IE 4"PVC(S)=506.97 <br />i 1 �•N I <br />Oi <br />NOTE: PACIFIC PRIDE FUELING <br />ISLAND HAS BEEN CLOSED AND <br />TANKS HAVE BEEN DRAINED. <br />w REPAIR WORK FOR THE FUELING <br />ISLAND WILL BE DONE UNDER A <br />SEPARATE PERMIT. <br />S° I <br />3 <br />I <br />T <br />S°8 <br />C <br />BUILDING / <br />CW CW <br />@CB RIM=507.00 <br />IE 8"CONC(NW)=505.60 \6 <br />°6, <br />SSMH RIM=506.92 <br />- CL CHANNEL 8" CONC <br />IIE=491.46 <br />6�0 LUMINAIRE(SINGLE) <br />PEDESTRIAN LIGHT POLE <br />>$ AREA LIGHT <br />❑O GAS METER <br />KD GAS VALVE <br />MONITORING WELL <br />SIGN <br />o MAILBOX <br />NP NEWS PAPER BOX <br />TC TRASH CAN <br />CDCX::'Q ROCKERY <br />X SPOT ELEVATION <br />SIZE & TYPE (CONIFEROUS TREE) <br />SIZE & TYPE (DECIDUOUS TREE) <br />MAGNETIC NAIL W/ WASHER <br />O REBAR AND CAP (SET) <br />O REBAR AND CAP (FOUND) <br />x TACK AND LEAD <br />O HUB AND TACK <br />O CASED MONUMENT <br />® SURFACE MONUMENT <br />C SURVEY CONTROL POINT <br />- <br />CENTER LINES <br />PROPERTY LINES <br />RIGHT-OF-WAY LINES <br />- <br />- EASEMENT LINES <br />- <br />- LOT LINES <br />DITCH LINE <br />w <br />WATER LINE <br />iRR <br />IRRIGATION WATER LINE <br />ss <br />SANITARY SEWER LINE <br />SD <br />STORM DRAIN LINE <br />GAS LINE <br />P <br />UNDERGROUND POWER LINES <br />COM <br />UNDERGROUND COMMUNICATION LINES <br />OHL <br />OVERHEAD UTILITY LINES <br />HORIZONTAL DATUM <br />ON GPS MEASUREMENTS UTILIZING THE VIRTUAL REFERENCE NETWORK AND CONSTRAINED TO <br />THE FOLLOWING CONTROL POINT: <br />DESIGNATION: GSOW# 21228 <br />MONUMENT ID: SW CORNER SECTION 18, TOWNSHIP 28 N., RANGE 5 W., W.M. <br />FOUND 1-3/4" BRASS DISK IN 4" CONCRETE MONUMENT DOWN 0.35'. <br />NORTH=334091.7255 <br />EAST=1298324.612 <br />BASIS OF POSITION SCALED TO GROUND ABOUT PACE CP #1 BY A COMBINED GRID FACTOR <br />OF 0.999928905. <br />VERTICAL DATUM <br />VERTICAL DATUM: NAVD 88 BASED ON GPS MEASUREMENTS UTILIZING THE VIRTUAL <br />REFERENCE NETWORK AND CONSTRAINED TO THE FOLLOWING VERTICAL BENCHMARK: <br />DESIGNATION: BM GSOW# 21228 <br />MONUMENT ID: SW CORNER SECTION 18, TOWNSHIP 28 N., RANGE 5 W., W.M. <br />FOUND 1-3/4" BRASS DISK IN 4" CONCRETE MONUMENT DOWN 0.35'. <br />ELEVATION = 495.32 FEET <br />ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. TO CONVERT ALL <br />DISTANCES TO GRID DIVIDE 1/1.0000711. <br />THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON <br />FIELD OBSERVATIONS TAKEN IN APRIL ,2023, UNLESS OTHERWISE INDICATED. <br />WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT <br />AND PROCEDURES: (A) 1" TRIMBLE S7 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO <br />THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, <br />EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. <br />(C) LEAST SQUARES ADJUSTMENT USING StarNet VERSION 9.0 EXCEEDING REQUIREMENTS PER <br />W.A.C. 332-130-080. <br />THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT <br />PURPORT TO SHOW ALL EASEMENTS. <br />THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY REPRESENTS SURFACE FEATURES LOCATED <br />DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED <br />SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT <br />ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. <br />CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. <br />CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811 <br />Permit #: <br />PW2210-016 <br />Site Address: <br />9826 7th Ave SE <br />Owner: <br />NELSON FAMILY PROPERTIES LLC <br />App. Date: <br />10/27/2022 <br />Description: <br />Nelson Petroleum - Illicit Discharge Final Site Work <br />APPROVED <br />PUBLIC WORKS DEPARTMENT <br />BY: Thad Newport <br />DATE: 0711012024 <br />CITY OF EVERETT REVIEWED FOR PERMIT <br />z z <br />W W <br />}U }U <br />U U <br />a- a- <br />RIM <br />AL <br />PACE Engineers <br />11255 Kirkland Way, Suite 300 <br />Kirkland, WA 98033 <br />p. 425.827.2014 <br />www.paceengrs.com <br />ORIGINAL COPY OF DIGITALLY SIGNED <br />DOCUMENT AVAILABLE UPON REQUEST <br />J <br />N <br />a: <br />O <br />N <br />� <br />a <br />Z <br />a <br />J <br />� <br />z <br />0 <br />Q <br />0 <br />LL <br />N <br />Z <br />O <br />lY <br />N <br />Q <br />J <br />LLI <br />Z <br />W <br />N <br />LU <br />M <br />Z <br />Q <br />N <br />Z <br />O <br />F- <br />0 <br />LLI <br />Q <br />F <br />W <br />Z <br />O <br />F- <br />ti <br />W <br />> <br />Z_ <br />to <br />N <br />W <br />F- <br />N <br />O0 <br />X <br />W <br />N <br />VERIFY SCALE <br />BAR IS ONE INCH ON ORIGINAL DRAWING. <br />O - 1„ <br />IF NOT ONE INCH ON THIS SHEEP, <br />ADJUST SCALES ACCORDINGLY. <br />0 10 20 40 SCALE: DATE: <br />HORIZ. 1 "=20' 6/25/2024 <br />Scale In Feet DESIGNED BY: CHECKED BY: <br />JP JA <br />PACE PROJECT NO. 23450 <br />PW2210-0161 SHEET 001 <br />