9826 7TH AVE SE 2025-03-25 - Laserfiche WebLink

W Q LEGEND WATER VALVE ®O LUMINAIRE(SINGLE) HYDRANT PEDESTRIAN LIGHT POLE FDC I >� AREA LIGHT �I POST INDICATOR VALVE ® GAS METER WATER BLOW OFF n1 GAS VALVE ® WATER METER MONITORING WELL m IRR.CONTROL VALVE a SIGN MAILBOX MANHOLES(SS/SD) NP NEWS PAPER BOX TC® CB(TYPE 2) TRASH CAN ❑ CB CDC= ROCKERY BRIGHTON SQUARE LLC I ❑� POWER TRANSFORMER x SPOT ELEVATION 620 SE ON SQUARE MALL WAY 30� NI 0� ©©POWER/COMM.VAULT SIZE&TYPE(CONIFEROUS TREE) TL E EVERETT MALL WATER/UTILITY VAULT (D Z SIZE&TYPE(DECIDUOUS TREE) p - © POWER MANHOLE i N� MAGNETIC NAIL W/WASHER 21 / CW I © COMM. MANHOLE OO REBAR AND CAP (SET) 1 BUILDING (FOUND) -510 CB RIM=506.41 � CHN FNC ^ ® WATER MANHOLE X TACK AND LEAD REBAR AND CAP CB RIM=506.13 IE 4"PVC(S)=505.24 r --511---I-LNK 0�`- I 0 POWER METER o HUB AND TACK IE 6"PVC(NW)=504-97 / CONC RAMP I_\ A �/ 0 SURFACE JUNCTION BOX � CASED MONUMENT 7'CHN LNK FNC 0 SUBSURFACE JUNCTION BOX ® SURFACE MONUMENT BUILDING y \ N V O POWER/UTILITY POLE y POWER/UTILITY POLE W/DROP SURVEY CONTROL POINT ASPH $ n ♦ ANCHOR POLE � o I n o IC GUY ANCHOR -�' --507 / m TRAFFIC SIGNAL POLE } m --- e-_- ® 6"CONC WALL / I STREET LIGHT N \ TANK J I m I D-00 LUMINAIRE(DOUBLE) +// O 8"CONC WALLII W/ - CENTER LINES 7' CHN LNK FIUC I PROPERTY LINES / BUILDING I - RIGHT-OF-WAY LINES - EASEMENT LINES B RIM=506.14 LOT LINES CB RIM=506.71 O O O IE 4"'PVC(S)=504.94 C� )"C ASPH IE 6"PVC(S)=504.63 I I DITCH LINE IE 6"PVC(SE)=504.63 II CONC \ I w WATER LINE IRR IRRIGATION WATER LINE PACE Engineers CB RIM=506.02 '�B RIM=509.27 55 SANITARY SEWER LINE g IE 4"PVC S=504.81 I a EMERGENCY ¢ \ I h 2"DI(N)=507.87 so 11255 Kirkland Way,Suite 300 () O O O SHUTOFF CONC Im I D I STORM DRAIN LINE 1125Kirkland,WA 98033 C 4"PVC(S)=506.97 G GAS LINE CB RIM=505.50 IQ�I \ R UNDERGROUND POWER LINES P. Wpac7.2014 IE 4"PVC(W)=503.40 I i - CaA UNDERGROUND COMMUNICATION LINES www.paceengrs.com IE 4"PVC(N)=502.70 IIZ�II I % r 1 ORL OVERHEAD UTILITY LINES IE 6"PVC(N)=502.70 O O ¢ •� IE 6"PVC(SE)=50240 I p / I 3 IE 8"DI(W)=502.35 �?K IE 4"FLEX(NW)=502.30 R / y D ',00lm Spw of dsHrd.�O / ¢ HORIZONTAL DATUM o \ - 4-1 h CB RIM=505.31 51070 IS 6"PVC(SE)=503.61 O ¢ ¢ l �/ ® / HORIZONTAL DATUM: HAD 83/11,WASHINGTON COORDINATE SYSTEM NORTH ZONE. BASED �1S IoxAt �'l IE 6"PVC(S)=503.61 + ASPH I I ON GEE MEASUREMENTS UTILIZING THE VIRTUAL REFERENCE NETWORK AND CONSTRAINED TO IE 6"PVG(N)=503.57 $ 8"CONC WALL W/ + THE FOLLOWING CONTROL POINT: VLT RIM=505.70 c 1 7'CHN LINK FNC DESIGNATION:GSOW#21228 2024.01.2516:45:08-08'00' IE 6"PVC(NW)=503.45 CVO I w MONUMENT ID: SW CORNER SECTION 18,TOWNSHIP 28 N., RANGE 5 W.,W.M. ORIGINAL COPY OF DIGITALLY SIGNED IE 6"PVC W/TEE(SE)=503.45 �`�p1,A„ I Y W FOUND 1-3/4"BRASS DISK IN 4"CONCRETE MONUMENT DOWN 0.35'. DOCUMENT AVAILABLE UPON REQUEST _ NORTH129832161255 U � in I Sp EAST=1298324.612 CB RIM=505.76 IE 6"PVC(NE)=503.50 / U / ¢ -SO9` - � / I BASIS OF POSITION SCALED TO GROUND ABOUT PACE CP#1 BY A COMBINED GRID FACTOR J IE 6'.PVC(SW)=503.48 906� \ / I-// Y / �A, i OF 0.999928905. J IE 6"PVC(NW)=503.47 I 3 M vLT RIM=sos.37 I \\ I VERTICAL DATUM p m IE 6"PVC(SE)=504.02 \ \ IE 6"PVC(E)=503.37 CONC _� \ VERTICAL DATUM: NAVD 88 BASED ON CPS MEASUREMENTS UTILIZING THE VIRTUAL W p5 IE 6"PVC(NE)=503.37 CURB --- CONC REFERENCE NETWORK AND CONSTRAINED TO THE FOLLOWING VERTICAL BENCHMARK: d Z Q 6"PVC W/ELBOW(N)=502.57 'CONC ASPH I DESIGNATION: BM GSOW#21228 Q1 MONUMENT ID: SW CORNER SECTION 18,TOWNSHIP 28 N., RANGE 5 W.,W.M. CB RIM=505.50 VAULT RIM=505.69 8"BRICK FOUND 1-3/4"BRASS DISK IN 4"CONCRETE MONUMENT DOWN 0.35'. J U) 2 IE 6"PVC(SE)=503.77 VAULT RIM=505.71 WATER/OIL LEVEL=503.69 WALL \ `SOg ELEVATION = 495,32 FEET C N O IE 6"PVC(N)=503.75 WATER/OIL LEVEL=503.56 IE 4"PVC W/TEE(E)=503.95 / � /_� / C N F- CB RIM=508.91 / ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED.TO CONVERT ALL a V VAULT RIM=506.10 IE 4'"PVC(E)=503.96 IE 8"CONC(SE)=504.91 ( / N WATER/OIL LEVEL=501.65 IE 6"PVC(SW)=503.55 / DISTANCES TO GRID DIVIDE 1/1.0000711. Il N Z NELSON FAMILY PROPERTIES LLC IE 8"CONC(W)=504.91 yz IE 5"PVC(NW)=504O0+/- Z J 9826 7TH AVE SE g"BRICK I I THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON � CB RIM=505.59 TL 2805180030-7300 WALL AS FIELD OBSERVATIONS TAKEN IN APRIL,2023, UNLESS OTHERWISE INDICATED. 0 IE 6"PVC(SE)=503.82 RO WAY SSMH RIM=506.92 Q / CL CHANNEL 8"CONC IE 6"PVC(NW)=50177 WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT J BUILDING BUILDING -�� / �S�) IE=491.46 AND PROCEDURES: (A) 1"TRIMBLE S7 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO W THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, Z CONC / EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. 41 (C)LEAST SQUARES ADJUSTMENT USING Sta,Net VERSION 9.0 EXCEEDING REQUIREMENTS PER / S W.A.C.332-130-080. BUILDING CB RIM=505.01 / 3 IE 6"PVC(NW)=503.91 BUILDING IICW CW THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS. CB RIM=507.00 I (n IF 8"CO NC( NW)=505.60 I THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY REPRESENTS SURFACE FEATURES LOCATED Z W sQ6 DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT O LU ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. = Q a CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. Z BRIGHTON SQUARE LLC CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811 0 LU 620 BE EVERETT MALL WAY (TT 2805180030-4900 I Permit#: PW2309-027 U Q W Site Address: 9826 7th AVE SE Ur = W I Owner: Nelson Petroleum Z F- W Application Date: 09/21/2023 1 W Description: Interim Discharge Prevention Plan-CE23-11368 X °O Review Status: Approved as Noted W CATCHMENT LEGEND: Review Date: 02/27/2024 PAVEMENT BASIN I N PAVEMENT STORM SO APPROVED F PUBLIC WORKS DEPARTMENT VERIFY iCALE PACIFIC PRIDE BASIN BAR IS ONE INCH ON ORIGINAL DRAWING. S I BY:Thad Newport PACIFIC PRIDE STORM SD DATE:02/27/2024 0-1" CITY OF EVERETT REVIEWED FOR PERMIT IF NOT ONE INCH ON THIS SHEEr, �a NELSON BASIN -------- I ADJUST SCALES ACCORDINGLY. NELSON STORM SD City of Everett Permit Review HORIZ. 0 10 20 40 SCALE: DATE: Y L Y 1"=20' 1/25/2024 NYsCOMBINED STORM SD EVERETT Status:Approved Scale In Feet 3 Pp DESIGNED BY: CHECKED BY: 02/27/2024 11:37:57 AM JP JA PACE PROJECT NO. 23450 All oil/water separators will need to have elbows/tee's oo F installed on the discharge end of the separators. G�� ---- SHEET