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1 <br /> LEGEND 0 o <br /> ~ () I I W WATER VALVE ®9 LUMINAIRE(SINGLE) <br /> O I I HYDRANT PEDESTRIAN LIGHT POLE <br /> jM I A FDC <br /> N � AREA LIGHT <br /> O M C POST INDICATOR VALVE ® GAS METER <br /> N C 01 WATER BLOW OFF Im GAS VALVE <br /> N N I ¢ MONITORING WELL <br /> fD ® WATER METER JZ SIGN <br /> A D" a m IRR.CONTROL VALVE MAILBOX <br /> �$ MANHOLES(SS/SD) <br /> 0 NP NEWS PAPER BOX <br /> � <br /> G ® CB(TYPE 2) TC TRASH CAN <br /> (D;0I Cl CB CDC= ROCKERY <br /> M <br /> /p POWER TRANSFORMER X SPOSZEET&TYPEON <br /> (CONIFEROUS TREE) O N <br /> F 620R SETEVERETTAMALLLWAY I 30' Nl50, \ r\O <br /> 5 ©©POWER/COMM.VAULT <br /> TL 2805180030-8600 <br /> of 3 U�WATER/UTILITY VAULT 0 M O Z <br /> SIZE&TYPE(DECIDUOUS TREE) N \O <br /> - © POWER MANHOLE t j O Nj <br /> / I C COMM. MANHOLE MAGNETIC NAIL ( WASHER W CW O OO REBAR AND CAP (SET) z z K <br /> BUILDING CB RIM=506.411,-/ 6' CHN ^ ® WATER MANHOLE REBAR AND CAP (FOUND) W W <br /> ©CB RIM=506.13 IE 4"PVC(S)=505.24 -510� LLNKoF�--- X TACK AND LEAD m m <br /> r�--511--- POWER METER o HUB AND TACK O O <br /> IE 6"PVC(NW)=504-97 / <br /> CONC RAMP I_\ A �/ 0 SURFACE JUNCTION BOX CASED MONUMENT U U <br /> BUILDING 7'CHN LNK FNC 0 SUBSURFACE JUNCTION BOX ® SURFACE MONUMENT <br /> ¢ \ N V O POWER/UTILITY POLE U U <br /> y SURVEY CONTROL POINT <br /> $ POWER/UTILITY POLE W/DROP K K <br /> o <br /> ASPH a-n ANCHOR POLE a a <br /> � n o <br /> IC GUY ANCHOR <br /> -�' --507 / m TRAFFIC SIGNAL POLE N } <br /> m fn <br /> -- e-_- ® 6"CONC WALL / I STREET LIGHT <br /> \ TANK J I m I D-O LUMINAIRE(DOUBLE) <br /> ¢/ir-1c <br /> ¢ 8"CONC WALL II W/ <br /> - CENTER LINES <br /> 7' CNN LNK FIUC I PROPERTY LINES <br /> RIGHT-OF-WAY LINES <br /> / BUILDING I - - EASEMENT LINES <br /> I©CB RIM=506.71 OOO I RIM=506144 A IASPH <br /> I - LOT LINES Ak <br /> E 6 PVC(S)=504.63 EB4"PVC(S)=50 DITCH LINE <br /> IE6"PVC(SE)=504.63 <br /> II CONC \ I w WATER LINE <br /> ©CB RIM=506.02 '�B RIM=509.27© IRR IRRIGATION WATER LINE PACE Engineers <br /> IE 4"PVC(S)=504.81 O O O I a EM SHUEOFF ¢ \ I (N)=507.87 so SANITARY SEWER LINE 11255 g y,Suite 300 <br /> CONC Im I D I E 2"DI Kirkand,rWA9 033 <br /> STORM DRAIN LINE <br /> C 4"PVC(S)=506.97 G GAS LINE <br /> OCB RIM=505.50 Q \ R UNDERGROUND POWER LINES p.425.827.2014 <br /> IE 4"PVC(W)=503.40 ¢ -mI I i - N CaA UNDERGROUND COMMUNICATION LINES WWW.paceengrs.com <br /> IE 4"PVC(N)=502.70 IIZ�II I % ! 1 as OVERHEAD UTILITY LINES <br /> IE 6"PVC(N)=502.70 O O ¢ •� <br /> IE s"PVC(sE)=soz40 ° <br /> IE 8"'DI(W)=502.35 <br /> IE 4"FLEX(NW)=502.30 1 I ¢ D ;olm Gjp4,pF ASHr4�0 <br /> o I <br /> O 51070@CB RIM=505.31 HORIZONTAL DATUM <br /> �1� <br /> IE 6"PVC(SE)=503.61 ¢ I/ ® / NOTE: PACIFIC PRIDE FUELING HORIZONTAL DATUM: HAD 83/11,WASHINGTON COORDINATE SYSTEM NORTH ZONE. BASED SSIa <br /> IE 6"P`C(S)=503.61 ¢ ASPH I I ISLAND HAS BEEN CLOSED AND ON GPS MEASUREMENTS UTILIZING THE VIRTUAL REFERENCE NETWORK AND CONSTRAINED TO ONAL <br /> IE 6"PVC(N)=503.57 $ 8"CONC WALL W/ ¢ TANKS HAVE BEEN DRAINED. THE FOLLOWING CONTROL POINT: <br /> ®vLT RIM=sos.7o v I 7'CHN LINK ENO REPAIR WORK FOR THE FUELING DESICNAnaN:crow#2122e zox4.oe.ze lase:4aoroo <br /> ¢ ¢ MONUMENT ID: SW CORNER SECTION 18,TOWNSHIP 28 N., RANGE 5 W.,W.M. <br /> IE s"Pvc(Hw)=so3.4s w ISLAND WILL BE DONE UNDER A ORIGINAL COPY of DIGITALLY SIGHED <br /> IE 6"PVC W/TEE(SE)=503.45 �4o, Po I Y w FOUND 1-3/4"BRASS DISK IN 4"CONCRETE MONUMENT DOWN 0.35'. DOCUMENT AVAILABLE UPON REQUEST <br /> SEPARATE PERMIT. NORTH=334091.7255 <br /> U o I - so EAST=1298324.612 <br /> O CB RIM=505.76 �l -S° _ <br /> E 6"PVC(HE)=503.50 / I ¢ 9` <br /> I (J - �� / I BASIS OF POSITION SCALED TO GROUND ABOUT PACE CP#1 BY A COMBINED GRID FACTOR J <br /> E 6"PVC(SW)=503.48 y0y� \ I I-// Y / �, i OF 0.999928905. J <br /> IE 6"PVC(NW)=503.47 I 3 m <br /> ®VLT RIM=505.37 '\ I VERTICAL DATUM p <br /> IE 6"PVC(SE)=504.02 \ \ 00 <br /> IE 6"PVC(E)=503.37 CONC � \ VERTICAL DATUM: NAVD 88 BASED ON CPS MEASUREMENTS UTILIZING THE VIRTUAL W m <br /> IE 6"PVC <br /> (NE)=503.37 CURB _ <br /> --- CONC REFERENCE NETWORK AND CONSTRAINED TO THE FOLLOWING VERTICAL BENCHMARK: d Z Q <br /> 6"PVC W/ELBOW(N)=502.57 'CONC ASPH I DESIGNATION: BM GSOW#21228 01 <br /> MONUMENT ID: SW CORNER SECTION 18,TOWNSHIP 28 N., RANGE 5 W.,W.M. <br /> ©CB RIM=505.50 VAULT RIM=505.690 8"BRICK FOUND 1-3/4"BRASS DISK IN 4"CONCRETE MONUMENT DOWN 0.35'. J V) Z <br /> IE 6"PVC(SE)=503.77 1DVAULT RIM=505.71 WATER/OIL LEVEL=503.69 WALL \ `SOg ELEVATION = 495.32 FEET CNI E 6"PVC(N)=503.75 WATER/OIL LEVEL=503.56 IE 4"PVC W/TEE(E)=503.95 0 / � /_� / N O <br /> 5 CB RIM=508.91 / ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED.TO CONVERT ALL Q 4 <br /> (VAULT RIM=506.10 IE 4"PVC(E)=503.96 / (,7 <br /> WATER/OIL LEVEL=501.65 IE 6"PVC(SW)=503.55 IE 8"CONC(SE)=504.91 ( / DISTANCES TO GRID DIVIDE 1/1,0000711. LL N <br /> Z <br /> NELSON FAMILY PROPERTIES LLC IE 8"CONC(W)=504.91 yz <br /> IE 6"PVC(NW)=504.00+/- Z J <br /> 9826 7TH AVE BE 8"BRICK I THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON <br /> ©CB RIM=505.59 TL 2805180030-7300 WALL AS FIELD OBSERVATIONS TAKEN IN APRIL,2023, UNLESS OTHERWISE INDICATED. <br /> IE 6'PVC(SE)=503.82 RO WAY SSMH RIM=L Q <br /> / IE CHANNEL I"IONC <br /> IE 6"PVC(NW)=503.77 WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT J <br /> BUILDING BUILDING IE=491.46 AND PROCEDURES: (A) 1"TRIMBLE S7 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO <br /> THE MANUFACTURER'S S W <br /> PECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, Z <br /> CONC / EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. <br /> (C)LEAST SQUARES ADJUSTMENT USING Sta,Net VERSION 9.0 EXCEEDING REQUIREMENTS PER <br /> / S �9 W.A.C.332-130-080. <br /> O# EXISTING STRUCTURE NOTES: BUILDING c6 RIM=sos.ol© BUILDING <br /> IE 6"PVC(NW)=503.91 THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT <br /> ICW CW PURPORT TO SHOW ALL EASEMENTS. <br /> f� <br /> Q ©CB RIM=507.00 EXISTING 1,000 GALLON API OIL/WATER VAULT. DOWNTURNED ELBOWS IE 8"CONC(NW)=505.60 I THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY REPRESENTS SURFACE FEATURES LOCATED W <br /> Z <br /> DISCHARGE PREVENTION PLAN IDPP. <br /> ON OUTLET PIPE TO BE INSTALLED AS A PART OF THE INTERIM so WO <br /> 6 DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED <br /> ( I SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT W a <br /> / ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. � <br /> W O2 EXISTING 300 GALLON API OIL/WATER SEPARATOR VAULT. I CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. Z I' <br /> BRIGHTON SQUARE LLC <br /> 0 EXISTING 4,500 GALLON CONTAINMENT VAULT. 620 SE EVERETT MALL WAY I CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811 ; O <br /> (TIT 2805180030-4900 Q W V <br /> ® EXISTING STORM ISOLATION VAULT W/ OIL STOP VALVE. _ W <br /> Permit 4: PW2210-016 F- W Z <br /> wa 0 CB W/ SOLID COVER. Site Address: 9826 7th Ave SE t` � <br /> © CB W/ HERRINGBONE GRATE. N <br /> Owner: NELSON FAMILY PROPERTIES LLC c0 W � <br /> >. App.Date: 10/27/2022 00 X <br /> Description: Nelson Petroleum-Illicit Discharge Final Site Work 01 W <br /> F� <br /> APPROVED N <br /> W I PUBLIC WORKS DEPARTMENT <br /> F CATCHMENT LEGEND: BY:Thad Newport VIERIFY 9CALE <br /> I <br /> PAVEMENT BASIN 2 DATE:07/012 4 BAR IS ONE INCH ON ORIGINAL DRAWING. <br /> S CITY OF EVERETT REVIEWED FOR PERMIT IF NOT ONE IN ISISHEEf, <br /> PAVEMENT STORM SD <br /> PACIFIC PRIDE BASIN I ADJUST SCALES ACCORDINGLY. <br /> PACIFIC PRIDE STORM SD <br /> 0 10 20 40 SCALE: DATE: <br /> NY HORIZ. Scale In Feet 1"=20' 6/25/2024 <br /> NELSON BASIN --- <br /> .w NELSON STORM SD_ DESIGNED BY: CHECKED BY: <br /> s JP JA <br /> ..WW COMBINED STORM SD I I PACE PROJECT N0. 23450 <br /> !.Al. PW2210-016 SHEET <br /> 001 <br />