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NW 1/4, SEC 18, T28N, R5E <br /> m I / SSMH 1616 <br /> BK CH01, INC. RIM 170.24 <br /> 8'PVC IE 559.54 SW <br /> c THUAN HING #2, LLC I 8421 EVERGREEN WAY / ( ) o <br /> 3 8620 HOLLY DR EVERETT, WA 98208 TBM'B' <br /> EVERETT 98208 TPN:28051800201300 / i EL:565.56 <br /> TAN:28041300104000 I / * / _ RI n6s.1 <br /> / RIM 565.12 <br /> o Q`�� 12 CONC IE 56240(NE) <br /> �1 72"CONC IE 562.40(SW) <br /> - I 12"CONC IE 562.40(N) <br /> 16 GATE + <br /> N <br /> I 66p .a yy z <br /> 0 <br /> o <br /> \\ 1 / <br /> = CB 0562 + <br /> y I RIM 5%24 <br /> E \12"CONC IE 560..(NE) <br /> 12"CONC IE 580.34(SW) <br /> 0 6+6, I 1 I I I <br /> .8 / <br /> § <br /> r 564� WIP C / _ O ;v <br /> 6"DIAX3'TALL x //�A 1 ,� Ge SURVEY DATA: = 4 <br /> TOP NUT •4 Q HORIZONTAL DATUM VENT PIPE S6• EL559.76 ° / H] / .56 y�$ \og <br /> "NO SIGNu" S 4 GP / NAD'83P11 PER GPS HxGN SMARTNET <br /> v I �. + IEJuk <br /> (TWAT T TILITY) �' 8° <br /> = o / °. - EL:70.6a ° / VERTICAL DATUM <br /> m 3I "HIGH PRESSURE' <br /> / NAVD'88 PER GPS HzGN SMARTNET <br /> \ G�977-2 (GAS UTILITY)/ <br /> m E `+�+ w y- - 563 BENCHMARKS <br /> TBM'B' Q <br /> c O PH 5 PH 6 0e y' O // SET MAG NAIL IN ASPHALT ON THE WESTERLY SIDE OF PAVING FOR EDMONDS RD AT 0 3 F <br /> / l TOP NUT �'L t THE INTERSECTION WITH 3RD DR SE,0.8'EASTERLY X 0.8'SOUTHWESTERLY OF THE C) <br /> Q b /. / 560.19 ° NORTHEAST END OF THE CURB. g a <br /> y m °u �O TOP NUT 0 ELEVATION:565.56' = <br /> EL:558.78 <br /> �S "NO SIGNAL" N:338649.99 F+1 <br /> . O y / <br /> / TOP NUT A ryGP / (WATER UTILITY) E:1298536.89 Q 3 <br /> EL:560.42 <br /> NOTES <br /> 21 / a <br /> " / •t� 6'� /- / S63 .Z SSMH 1615 UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF <br /> E TRANSMISSION MAIN 1 i y O <br /> Q y RIM 563.46 <br /> ° /� �G/1� O PH 4 O UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.). THE <br /> J / 8"PVC IE 546.Ofi(NE) <br /> 'y � a •'Q :.y'� TRANSMISSION MAIN a••Pvc lE Sas.os(sw) CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF <br /> REMOVAL LIMIT,SEE EXISTING UTILITIES PRIOR TO CONSTRUCTION. <br /> "m / v w <br /> NOTE 2,THIS SHT. <br /> PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD <br /> 3 4 A 0� / MEASURED UTILIZING GLOBAL POSITIONING SYSTEM(GPS)SURVEY TECHNIQUES <br /> 3 ?' <br /> USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT.MONUMENT POSITIONS THAT F a Y <br /> WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO <br /> n is TOP NUT /EL:558.55 THE CONTROL POINTS UTILIZING LEICA TS-16 TOTAL STATIONS FOR THE <br /> Q D P MEASUREMENT OF BOTH ANGLES AND DISTANCES.THIS SURVEY MEETS OR EXCEEDS N TI <br /> tiG <br /> 3 TOP NUT �\y�' / THE STANDARDS SET BY WACS 332-130-080/090. 421 <br /> t 1 EL:559.fi7 'E'G yoil / <br /> o - \P y'� THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY <br /> PATRICIA BLACKFORD Kimey-MADE ON MAY 26,2023 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL tes,Inc. <br /> 8625 3RD AVE SE CONDITIONS EXISTING AT THAT TIME. <br /> 1 EVERETT, WA 98208 1- <br /> RIM 551.81 <br /> F E CB P / TPN:28051800204700 r n w.8 <br /> y 12"GONG IE556.11(NE) Py°A / 6"DIA.X3.2'TALL <br /> EQUIPMENT NOTES wo N 3 <br /> VENT PIPE O O <br /> D `m PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD 'p c4 <br /> 12"PVC IE 556.11(NW) F N i m m <br /> o N MEASURED UTILIZING GLOBAL POSITIONING SYSTEM(GPS)SURVEY TECHNIQUES o <br /> n LL.I NORTH USING LEICA GS14 GPS/GNSS EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT a o o m w <br /> y Q Q N 2 2 <br /> Y y U) DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE O 3 w <br /> C G "NO SIGNAL' Y 33 <br /> E o sMH 1 21 QJ lJ_I CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE 3 �' <br /> RIM 554.12 O :rFi (WATER UTILITY) ¢ G G U <br /> m v 8"PVC IN NE TOP NUT MEASUREMENT OF BOTH ANGLES AND DISTANCES.THIS SURVEY MEETS OR EXCEEDS <br /> ( ) > EL 560,08 THE STANDARDS SET BY WACS 332-130-080/090. <br /> 8"PvcouT(Sw) Q GRAPHIC SCALE IN FEET <br /> CTR CHANNEL 541.85 �Q/ a' a TRANSMISSION MAIN 2 0 5 10 20 . 06 U <br /> 0 0 S EI- I r Z L.I- N <br /> c I LLI LU LL <br /> E° cQ w o Q <br /> a G U ' Q <br /> SHEET NOTES: TESC NOTES: z a 0 w <br /> 1. REFER TO SHEET D.01 FOR COE GENERAL EROSION&SEDIMENT CONTROL Oj INSTALL STORM DRAIN INLET PROTECTION PER d O Q <br /> c NOTES. U <br /> COE STD DTL 210,SIFTO <br /> D.01. � CC <br /> E 2. TRANSMISSION MAIN REMOVAL LIMITS ARE APPROXIMATE AND MAY VARY LJ O_ LJJ <br /> BASED ON ACTUAL FIELD CONDITIONS.REMOVAL LIMITS DO NOT REFLECT O3 INSTALL STRAW WATTLES PER DTL 1,SHT D.01. O > Lu <br /> ,J CONSTRUCTION OR TRENCHING LIMITS,WHICH ARE ANTICIPATED TO BE O') J 0 (n <br /> o GREATER. N Q J Q <br /> z = � > Q � <br /> w v <br /> wo z0 <br /> p " 0 <br /> > v � <br /> a POTHOLE TABLE N - Z <br /> � O � <br /> ti POTHOLE# APPROX.NORTHING APPROX.EASTING UTILITY SIZE SURFACE ELEV DEPTH TO TOP PAVEMENT THICKNESS NOTES r z NU r p <br /> Nz <br /> z w PH 4 338519.03 1298432.35 DI W 30" 562.43 66" 8"HMA - W O Z O1 J <br /> 8H L <br /> $¢ PH 5 338533.79 1298416.30 CCP W&CONC DUCT 30"&UNK BANK 561.95 62" 8"HMA FOUND LINK CONCRETE DUCT RUNNING ENV @ 33" lr_^ UI 0 CD O <br /> 3 5 ON PH 6 338535.56 1298422.52 DI W 6" 562.21 38" 8"HMA - v) Z <br /> y 3 p PH 7 338547.05 1298435.06 DI W 6" 562.57 41" 8"HMA 0-1 <br /> - <br /> m is Z LLI <br /> 4 PH 8 338554.84 1298437.78 CCP W&GONG DUCT 36"&LINK BANK 562.56 55" 8"HMA FOUND LINK CONCRETE DUCT RUNNING ENV @ 33" <br /> x ox w 05 <br /> 0 PH 9 338483.97 1298407.73 STW GAS 12" 560.99 60" 8"HMA FOUND UNKN UTILITY @ 37" <br /> a ;w <br /> m of <br /> m HY <br /> 20 EC.02 <br />