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m <br />frn' <br />om„' <br />H <br />n <br />rt <br />0 0 <br />\ --h <br />m <br />N N <br />N t/l N <br />A D Trt <br />-0 V <br />m <br />o <br />Nrt-1�N <br />CL <br />m <br />lD <br />SITE ADDRESS: <br />NELSON PETROLEUM <br />9826 7TH AVE SE <br />EVERETT, WA 98208-3711 <br />NAME OF OWNER/APPLICANT: <br />NELSON FAMILY PROPERTIES LLC <br />22422 STATE ROUTE 9 NE <br />ARLINGTON, WA 98223 <br />PROJECT DESCRIPTION: <br />REVISE EXISTING ONSITE PRIVATE DRAINAGE <br />SYSTEM TO SEPARATE FUEL ISLAND <br />DRAINAGE FROM PARKING LOT DRAINAGE. <br />FUEL ISLAND DRAINAGE WILL BE ROUTED TO <br />AN EXISTING 4,500 GALLON CONTAINMENT <br />VAULT WITH NEW SIDE SEWER CONNECTION <br />TO PUBLIC SEWER MAIN IN 7TH AVENUE SE. <br />LEGAL DESCRIPTION: <br />LOT 3 OF CITY OF EVERETT SHORT PLAT <br />RECORDED UNDER SNOHOMISH COUNTY <br />AUDITOR FILE NUMBER 8411200074. <br />PARCEL TAX NUMBER: <br />2805180030-7300 <br />PARKING CALCULATIONS: <br />N/A - NO CHANGE TO PARKING LOT OR <br />SPACES <br />HEIGHT CALCULATIONS: <br />N/A - NO CHANGE TO EXISTING BUILDINGS <br />LOT COVERAGE BY BUILDING: <br />N/A - NO CHANGE TO EXISTING BUILDINGS <br />QUALIFIED SURFACE AREAS: <br />BUILDING <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 />EXISTING STORM <br />IE 4"PVC(W)=503.40 <br />PIPE, TYP. <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 />N/A - NO CHANGE TO SURFACE AREA <br />COVERAGE <br />INSTALL 8 LF OF 6" PVC <br />CB RIM=505.31 <br />IE 6"PVC(SE)-503.61 <br />SD FOR SE CONNECTION <br />TO IE 6"PVC(S)=503.61 <br />EXISTING STORM OUTFALL <br />IE 6"PVC(N)=503.57 <br />VLT RIM=505.70 <br />IE 6"PVC(NW)=503.45 <br />CAP AND ABANDON <br />IE 6"PVC W/ TEE(SE)=503.45 <br />6" PVC(NW) AT FACE <br />OF STRUCTURE <br />CB RIM=505.76 <br />IE 6"PVC(NE)=503.50 <br />IE 6"PVC(SW)=503.48 <br />REMOVE 6" PVC(N) <br />IE 6"PVC(NW)=503.47 <br />OVLT RIM=505.37 <br />AND PLUG OUTLET <br />IE 6' PVC(SE)=504.02 <br />IE 6"PVC(E)=503.37 <br />IE 6"PVC(NE)=503.37 <br />IE 6"PVC W/ ELB0W(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 />GENERAL NOTES: <br />A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF <br />EVERETT STANDARDS AND WSDOT/APWA STANDARD <br />SPECIFICATIONS. <br />B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE <br />COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN <br />TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. <br />C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN <br />OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR <br />CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY <br />ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING <br />UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR <br />SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY <br />CHANGES REQUIRED SHALL BE APPROVED BY THE CITY <br />ENGINEER PRIOR TO COMMENCEMENT OF RELATED <br />CONSTRUCTION ON THE PROJECT. <br />D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC <br />RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY <br />SURVEY FOR LINE AND GRADE PRIOR TO STARTING <br />CONSTRUCTION. <br />E. THE STORMWATER SYSTEM SHALL BE CLEANED BY THE OWNER <br />AND THEN INSPECTED BY THE CITY PRIOR TO RESUMING <br />OFFSITE DISCHARGE FOLLOWING THE PERMANENT FIX. A WORK <br />ORDER/INVOICE SHALL BE SUBMITTED TO THE CITY. <br />BUILDING <br />BUILDING <br />CB RIM=506.13 <br />IE 6"PVC(NW)=504.97 <br />i <br />BRIGHTON SQUARE LLC <br />620 SE EVERETT MALL WAY <br />'6 ASPH <br />c <br />_507- <br />TRLmog <br />37 LF 6" PVC ® 0.7% <br />¢/ A / IC5; <br />UMH UMH I <br />UMH <br />_ EXISTING <br />CANOPY <br />UMH UMH <br />UMH <br />UMH UMH <br />�� <br />t-WY� <br />UMH <br />�¢ <br />UMH <br />z <br />8 LF <br />PVC <br />6" <br />® 0% <br />U <br />CONC <br />Z(CURB)�1 \ <br />VAULT RIM=505.71 <br />VATER/OIL LEVEL=503.56 <br />IE 4"PVC(E)=503.96 <br />IE 6'PVC(SW)=503.55 <br />CB RIM=506.41 <br />IE 4"PVC(S)=505.24 <br />�5E1 <br />6' CHN <br />�K0F <br />CONC RAMP <br />l I- RR TIE WAL <br />7' CHN LNK \FNC <br />I <br />O D <br />h <br />o <br />m <br />6" CONC WALL <br />TANK <br />C <br />WALLIIW/ <br />LNK FNC <br />BUILDING <br />k <br />B RIM-506.14 <br />IE 4"PVC(S) '504.94I <br />ASPh <br />NC <br />\ <br />I I EMERGENCY <br />SHUTOFF <br />CONC I �, <br />II��I 9 4ZI <br />- <br />R <br />EXISTING FUEL � <br />I ISLAND DRAIN -� <br />_ p PIPE, TYP. <br />0 <br />ASPH <br />\ �MMO7 20" I <br />0--,1T9rtF6"PVC =1t0 -- <br />-- SS 77- --- SS - <br />I v I <br />I \ \ <br />I \ 1 <br />I \ <br />---- CONC -�CONC <br />VAULT RIM=505.69 8" BRICK <br />WATER/OIL LEVEL=503.69 WALL <br />IE 4"PVC W/ TEE(E)=503.95 CB RIM=508.91 <br />IE 8"CONC(SE)=504.91 <br />NELSON FAMILY PROPERTIES LLC IE 8"CONC(W)=504.91 <br />9826 7TH AVE SE IE NEW 4- PVC(N)-506.41 <br />TL 2805180030-7300 WALL <br />BUILDING BUILDING <br />CONC <br />I/ <br />CB RIM=505.01 BUILDING / <br />IE 6"PVC(NW)=503.91 <br />cw cw <br />CB RIM=507.00 41 <br />I <br />IE 8"CONC(NW)=505.60 <br />IE NEW 4- PVC(N)=505.50 <br />30, <br />0 <br />CW I <br />BRIGHTON SQUARE LLC <br />620 SE EVERETT MALL WAY <br />TL 2805180030-4900 <br />I <br />8" CONC WALL W/ <br />7' CHN LNK FNNC <br />y <br />a <br />rn <br />m <br />I <br />I <br />EXISTING CANOPY <br />11 <br />1 j.1 N <br />0 <br />m m <br />s�o o <br />FT <br />35 LF 4" PVC ® 1.60% <br />FOR FUTURE CANOPY <br />DRAIN CONNECTION <br />SSC0�1, CLEAN S OUT <br />N= 334471.86 <br />E= 1299477.35 <br />\ z RIM=508.97 <br />\\ \IE=502.07 (6" IN W) <br />\ IE=502.07 (6" OUT ! <br />s.H\ \ <br />4y <br />N <br />0 10 20 40 <br />HORIZ. <br />Scale In Feet <br />\G <br />o6 <br />CB RIM=509.27 <br />IE 2"DI(N)=507.87 <br />IE 4"PVC(S)=506.97 <br />I <br />PACIFIC PRIDE FUELING <br />ISLAND HAS BEEN CLOSED <br />AND TANKS DRAINED. REPAIR <br />WORK FOR THE FUELING <br />ISLAND WILL BE DONE UNDER <br />A SEPARATE PERMIT. <br />SSMH RIM=506.92 <br />- CL CHANNEL 8" CONC <br />IIE=491.46 <br />94M PI SE <br />9511 <br />Pl SE <br />PI SE" <br />St SE, <br />pl <br />0 <br />PI SE <br />M"P <br />= <br />PROJECT LOCATION <br />Intenu' <br />Trail P <br />< 1001h St SE <br />000 sse <br />ago <br />St. <br />10is/ P, $E <br />VICINITY MAP <br />NTS <br />)CONSTRUCTION NOTES: <br />NEW GRAVITY SEWER TO CONVEY NELSON BASIN AND PACIFIC PRIDE BASIN <br />RUNOFF FROM 4,500 GALLON CONTAINMENT VAULT TO EX. SIDE SEWER. <br />0 SEE CITY OF EVERE1T STANDARD DETAIL 614 FOR TYPICAL SANITARY SEWER <br />TRENCH SECTION. <br />CONNECT TO EX. SIDE SEWER ® IE=501.5. CONTRACTOR TO VERIFY SIDE <br />SEWER ELEVATION PRIOR TO CONSTRUCTION. <br />CAP AND ABANDON 68 LF SEGMENT OF PIPE. <br />0 ABANDON EXISTING STORM SOUTH OF CB AND INSTALL NEW STORM TO THE <br />WEST. <br />0 IE=503.26 (6" OUT W) <br />EXISTING 6" PVC (N) TO BE REMOVED AND OUTLET TO BE PLUGGED. OIL <br />STOP VALVE TO BE REMOVED AFTER STORM PIPE RECONFIGURATION HAS <br />BEEN COMPLETED AND OUTLET HAS BEEN PLUGGED. <br />CONNECT EXISTING CANOPY ROOF DRAIN TO CB DRAINING TO STORM <br />SYSTEM. <br />EXISTING ASPHALT BERM <br />1 Q NOT USED. <br />11, EX. SHALLOW ASPHALT CONCRETE DRAINAGE SWALE <br />12 CAP EXISTING STORM LINE FOR FUTURE CONNECTION OF PACIFIC PRIDE TO <br />SANITARY SEWER SYSTEM. <br />13 EXISTING PACIFIC PRIDE STORM CATCH BASIN TO REMAIN. ROUTE FLOW TO <br />SITE STORM SYSTEM. SEE PERMIT CONDITIONS FOR INSPECTION REQUIREMENT <br />EXISTING STRUCTURE NOTES: <br />EXISTING 1,000 GALLON API OIL/WATER VAULT FOR TREATMENT OF <br />SANITARY SEWER DRAINAGE ONLY. DOWNTURNED ELBOWS ON OUTLET <br />PIPE TO BE INSTALLED AS A PART OF THE INTERIM DISCHARGE <br />PREVENTION PLAN (IDPP). <br />EXISTING 300 GALLON API OIL/WATER SEPARATOR VAULT FOR <br />TREATMENT OF STORM DRAINAGE ONLY. <br />EXISTING 4,500 GALLON CONTAINMENT VAULT. <br />® EXISTING STORM ISOLATION VAULT W/ OIL STOP VALVE (TO BE <br />REMOVED). <br />LEGEND: <br />PAVEMENT BASIN <br />PAVEMENT STORM (EX) <br />PAVEMENT STORM (NEW) <br />PACIFIC PRIDE BASIN <br />PACIFIC PRIDE STORM <br />NELSON BASIN <br />NELSON STORM <br />5D <br />SD <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 />z z <br />w w <br />}U }U <br />U U <br />a a <br />N } <br />a1 <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 />J <br />a <br />N <br />O <br />N <br />w <br />W <br />0) <br />aza <br />J <br />� <br />z <br />0 <br />Q <br />0 <br />LL <br />N <br />z <br />O <br />x <br />N <br />Q <br />J <br />W <br />Z <br />L LI <br />N <br />LU Q <br />Z <br />LU 1- <br />Q Lu <br />2 W <br />H W <br />ti > <br />W <br />N <br />00 <br />0) <br />z <br />J <br />d <br />W <br />H <br />F5 <br />BAR IS ONE INCH ON <br />ORIGINAL DRAWING. <br />O - 1„ <br />IF NOT ONE INCH <br />ON THIS SHEET, <br />ADJUST SCALES <br />ACCORDINGLY. <br />SCALE: <br />DATE: <br />1"=20' <br />06/25/2024 <br />DESIGNED BY: <br />CHECKED BY: <br />JP <br />JA <br />PACE PROJECT <br />NO. 23450 <br />PW2210-016 SHEET 101 <br />MNg <br />