9826 7TH AVE SE 2022 Plans 2025-06-25

u O O O y° SITE ADDRESS: 0 0' NELSON PETROLEUM Iv c m 9826 7TH AVE SE AfN EVERETT, WA 98208-3711 a 0 '^ NAME OF OWNER/APPLICANT: I I M PROJECT LOCATION NELSON FAMILY PROPERTIES LLC I ..,•� C 22422 STATE ROUTE 9 NE ARLINGTON, WA 98223 I n �, BRIGHTON SQUARE LLC N FPROJECT DESCRIPTION: szo SE EVERETT MALL wnv I 30' NI o' ZD TL 2805180030-8600 M Z REVISE EXISTING ONSITE PRIVATE DRAINAGE O o s I 1001h 5i 5E a 0 SYSTEM TO SEPARATE FUEL ISLAND o - �i DRAINAGE FROM PARKING LOT DRAINAGE. cw v FUEL ISLAND DRAINAGE WILL BE ROUTED TO AN EXISTING 4,500 GALLON CONTAINMENT ~ BUILDING CB RIM=506.41 6' CHN Z Z VAULT WITH NEW SIDE SEWER CONNECTION CB RIM=506.13 IE 4"Pvc(S)=Sos.24 -510� LLNKOF�-_ ,sE TO PUBLIC SEWER MAIN IN 7TH AVENUE SE. IE 6"PVC1NW)=soa.97 r---51 � i I 0 0 GONG RAMP I _ ' LEGAL DESCRIPTION' BUILDING ¢ 7'CHN LNK\FNC N v VICINITY MAP LOT 3 OF CITY OF EVERETT SHORT PLAT ASPH I = NTS w w RECORDED UNDER SNOHOMISH COUNTY o = n Q. D_ y AUDITOR FILE NUMBER 8411200074. j 6"CONC WALL PARCEL TAX NUMBER: _ ® \ ®CONSTRUCTION NOTES: 2805180030-7300 I� 9 37 LF 6" PVC ® 0.7% TANK m +/ ¢ 5 8"GONG WALL W/ 0 NEW GRAVITY SEWER TO CONVEY NELSON BASIN AND PACIFIC PRIDE BASIN 7' CHN LINKFI�C RUNOFF FROM 4,500 GALLON CONTAINMENT VAULT TO EX. SIDE SEWER. PARKING CALCULATIONS: BUILDING)=504.6 I 3 �z SEE CITY OF EVERETT STANDARD DETAIL 614 FOR TYPICAL SANITARY SEWER N/A - NO CHANGE TO PARKING LOT OR CB RIM=506.3 - _ I B RIM=So6.1a 4"PVC(S)=504.94 I ASPH I I TRENCH SECTION. IE 6"Pvc(s SPACES IE 6"PVC(E -- E E)=504.63 _EXISTING i l oNc 11 I 0 CONNECT TO EX. SIDE SEWER 0IE=501.5. CONTRACTOR TO VERIFY SIDE CANOPY e I SEWER ELEVATION PRIOR TO CONSTRUCTION. PACE Engineers HEIGHT CALCULATIONS' CB RIM=sos.oz CB RIM=so9.v B IE 4"PVC(S)=504.81 --I EMERGENCY SHUTOFF O \ I IE 2"DI(N)=507.87 11255 Kirkland Way,Suite 300 N/A - NO CHANGE TO EXISTING BUILDINGS cONC Iln I I IE 4"PVC(1)=506.97 ®CAP AND ABANDON 68 LF SEGMENT OF PIPE. Kirkland,WA98033 _ EXISTING CANOPY p.425.827.2014 OR RIM=505.50 EXISTING STORM ¢ IlQ mll s Os ABANDON EXISTING STORM SOUTH OF CB AND INSTALL NEW STORM TO THE W .paceengrs.conn IE a"PVC(W)=s03.a0 PIPE, TYP. lmzl 4_ - I WEST. LOT COVERAGE BY BUILDING: E 4"PVc(N)=5o2.70 N/A - NO CHANGE TO EXISTING BUILDINGS IE 6"PVC(N)=502.70 II�A'I I I 6 IE 6"PVC(SE)=502.4o 3. 0 IE=503.26 (6" OUT W) J IE 8"DI(W)=502.35 I I �� 1 I �1yA irAS IE 4'FLEx(Nw)=soz.3o R EXISTING FUEL > D 0 EXISTING 6" PVC N TO BE REMOVED AND OUTLET TO BE PLUGGED. OIL 0pw°F Hrg�o QUALIFIED SURFACE AREAS: ®I: `S PACIFIC PRIDE FUELING O of N A - NO CHANGE TO SURFACE AREA ISLAND DRAIN o STOP VALVE ET BE REMOVED AFTER STORM PIPE RECONFIGURATION HAS o ISLAND HAS BEEN CLOSED / PIPE, TYP. / 13 0 - AND TANKS DRAINED. REPAIR BEEN COMPLETED AND OUTLET HAS BEEN PLUGGED. COVERAGE \ h -- WORK FOR THE FUELING CONNECT EXISTING CANOPY ROOF DRAIN TO CB DRAINING TO STORM s�o7o c6 RIM=505.31 � �� I ISLAND WILL BE DONE UNDER INSTALL 8 LF OF 6" PVC IE e"PVc SE-s03.e1 % SYSTEM. g"'ON1L 1 ( )- a �I I I A SEPARATE PERMIT. sg xnt G SD FOR SE CONNECTION TO IE 6"Pvc(s)=so3.61 z 8 LF 6" 3 ASPH ❑I I - 0 EXISTING ASPHALT BERM to ' EXISTING STORM OUTFACE IE 6"PVC(N)=503.57 PVC ® 0% 1 1 a"CONC WALL W/ 35 LF 4" PVC ® 1.60% VLT RIM=505.70 ? I 7'CHN LINK FNC FOR FUTURE CANOPY 2024.06.261457:52-07'00' IE s"PVC(Nw)=s03.45 ¢Ue \ Ip I w DRAIN CONNECTION 10 NOT USED. ORIGINAL coPv of DICITALLv SIGNED IE 6"PVC W/TEE(SE)=503.45 \ �'0�w,� I yl DOCUMENT AVAILABLE UPON REQUEST CAP AND ABANDON��E 1 I I 11 7� N T1 EX. SHALLOW ASPHALT CONCRETE DRAINAGE SWALE 6" PVC(NW) AT FAC� U - � I ----- I -I _ SSCO 4 CLEAN OUT Q U ce RIM=sos.76 7 _ _ _ N= 334471.86 OF STRUCTURE IE 6"PVC(NE)=s03.s0 U ,IT92�6"PVC�1:II ¢ �� 1z CAP EXISTING STORM LINE FOR FUTURE CONNECTION OF PACIFIC PRIDE TO J SS SS E= 1299477.35 IE 6"PVc(SW)=503.4a _ i SANITARY SEWER SYSTEM. J s - -�.---�-- RIM=508.97 REMOVE 6" PVC(N) IE s"Pvc Nw so3.a7 6 - " F \ z ( ) 3 13 a ov ( )= 3 \ I V IE=502.07 8" IN W M 4 VLT RIM=so5.37 1 \ Q EXISTING PACIFIC PRIDE STORM CATCH BASIN TO REMAIN. ROUTE FLOW TO AND PLUG OUTLET \ \ IE=502.07 (6" OUT SE) I SITE STORM SYSTEM. 00 IE 6"PVC(SE)=s04.02 \ \ ® SEE PERMIT CONDITIONS FOR INSPECTION REQUIREMENT00 BE 6"PVC(E)=503.37 CONC _lI Z IE 6"PVC(NE)=503.37 CURB CONC a Q E s"PVc w/ELBow(N)=502.57 '0°N° sG1QgH\ I ®EXISTING STRUCTURE NOTES: CB RIM=505.50 NV S \ J IE 6"PVC(SE)=503.77 VAULT RIM=505.69 8"BRICK 0 + ` 3 1 / VAULT RIM=s05.71 WATER/OIL LEVEL=503.69 WALL oa Q EXISTING 1,000 GALLON API OIL WATER VAULT FOR TREATMENT OF 01 0 IE s"PVC(N)=503.7s I Oy \ 7 SANITARY SEWER DRAINAGE ONLY. DOWNTURNED ELBOWS ON OUTLET wnrE IE LEVEL=503.56 IE a"Pvc w/rEE(E)=so3.9s CB RIM=5o8.91 ( �' 7 - PIPE TO BE INSTALLED AS A PART OF THE INTERIM DISCHARGE Q V VAULT RIM=506.10 IE 4'PVC(E)=s03.96 IE 8"CONC(SE)=504.91 ( \ PREVENTION PLAN IDPP LL N 0 WATER/OIL LEVEL=501.65 IE 6"PVC(SW)=503.55 \ ( ) N Z NELSON FAMILY PROPERTIES LLC IE 8"CONC(W)=504.91 \ es IE 6"PVC(NW)=504.00+/- 9826 7TH AVE SE IE NEW 4'PVC(N)�5C8.41 \ Z J cB RIM=sosss TL 2805180030-7300 WALL \ A9 3 I 0z EXISTING 300 GALLON API OIL/WATER SEPARATOR VAULT FOR O x IE e"PVc(SE)=s03.e2 i \ Ro wnv SSMH RIM=soa.9z TREATMENT OF STORM DRAINAGE ONLY. Q CL CHANNEL 8"CONC IE 6"PVC(NW)=503.77 BUILDING 3 J eulLDwc Aso IE=491.16 ® EXISTING 4,500 GALLON CONTAINMENT VAULT. W i I Z _ GONG (a) EXISTING STORM ISOLATION VAULT W/ OIL STOP VALVE (TO BE ( S REMOVED). BUILDING R IE IM=5os.01 I 3 I LEGEND: IE 6"PVC(NW)=503.91 BUILDING IICW I CW � CB RIM=507.00 IE 8"cONC(NW)=505.60 PAVEMENT BASIN W GENERAL NOTES: IE NEW 4"PVC(N)=505.so sos PAVEMENT STORM (EX) SD 0 A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF PAVEMENT STORM (NEW) SD W Q EVERETT STANDARDS AND WSDOT/APWA STANDARD i � SPECIFICATIONS. I ' PACIFIC PRIDE BASIN -------- Z Z BRIGHTON SQUARE LLC PACIFIC PRIDE STORM SD W Q 620 SE EVERETT MALL WAY J B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE I > H d K TL zaoslaoo3o-490o NELSON BASIN -------- Q ly COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN NELSON STORM SD W TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. = a' F I F- W N wa C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN r OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR I c0 W CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR I W fig' VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING N <e UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY I Isla CHANGES REQUIRED SHALL BE APPROVED BY THE CITY F ENGINEER PRIOR TO COMMENCEMENT OF RELATED I R ON ORIGINAL LE BAR Is ONE DRAWING. CONSTRUCTION ON THE PROJECT. -1 d D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC IF NOTo ONE INCH ON THIS SHEET, RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY 0 10 20 40 I ADJUST SCALES ACCORDINGLY. gg SURVEY FOR LINE AND GRADE PRIOR TO STARTING HORIZ. I SCALE: DATE: X CONSTRUCTION. Scale In Feet 1"=20' 06/25/2024 E. THE STORMWATER SYSTEM SHALL BE CLEANED BY THE OWNER DESIGNED BY:I CHECKED BY: z AND THEN INSPECTED BY THE CITY PRIOR TO RESUMING JP JA s OFFSITE DISCHARGE FOLLOWING THE PERMANENT FIX. A WORK PACE PROJECT NO. 23450 ..W ORDER/INVOICE SHALL BE SUBMITTED TO THE CITY. ' 101 �� PW221O-016 SHEET