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HomeMy WebLinkAboutW-403302L' ) 0 N i TL# 1190500037 TL# 3342700444 FOUND EXISTING REBAR AND CAP (02/170 A PORTION OF THE SW 1/4 OF THE NW 1/4 SECT2N 32, TOWNSHP 24 f`J, RANGE 5 E, W.M. CITY OF RENTON, WASHINGTON CITY OF RENTON PERWT NUMBER C 18005570 TL# 1190500030 TL# 1190500025 EXISTING MON FOUND IRON PIPE IN CASE (02/17) .41' S & .18' E SILT FENCE N= OF CALC CORNER FOUND 1/2" REBAR E= (02/17) I WOOD AND CAP N88°41 FENCE TL# 1190500020 S CKF IL D SOIL HED I SET 1 /2" REBAR & CAP LS# 38992 T�� I TB I I (TYPICAL) CYCLONE FENCE i a MAI — elf 10' + VEG SHEET FLOW. S88°41'17"E 972.24'(ROS) NORTH 38TH STREET CONSTRUCTION ENTRANCE ICI SILT FENCE TL# 3342700443 22.5' INGRESJ AND EGRESS EASEMENT (RECORDING NO. 48463677 KIM LL — -IJI.bU —J INV EL — 118.00' E/W LLJ z_ J LiJ n 0 THROUGH SAW CUT & n F22.5L COAT AND PATCH AS NEEDED cn _ W (- VARIES O Q cn ACCESS AND UTILITY EASEMENT 7771 16' MIN PAVEMENT S=2% 5 F0� OQ� S�- 4; � S�OL nr]/lTr/,T rvir-riAIT ..------------ I �� , OR S, --------------------- - __NEW GAS MAIN 4" MIN CLASS "B" ASPHALTIC CONCRETE NEAT LINE, FULL DEPTH SAW CUT 2-FT MIN PAVEMENT 2 - 2 "LIFT REQUIRED PER COR STD PLAN 103 FROM EXISTING c_� TRAVELLED WAY, THE FACE OF THE SAW 6" MIN CRUSHED SURFACING TOP COURSE CUT MUST BE TACKED IMMEDICATELY FOLLOWING THE COMPLETION OF THE SAW CUT AND PAVING JOINTS MUST BE SEALED CRUSHED SURFACING BASE COURSE TO COATED AFTER THE NEW PAVING HAS BEEN BE DETERMINED BY FIELD CONDITIONS INSTALLED. � O 29 x 699 ROCK PAD EX SS SHEET FLOW PER C.2.4.D SECTION B-B N.T.S. STA 3+ 31.5 TO STA 4+ 62 a WATER MAIN/ PR170003gr B17003480-V3 EXISTING MON IN CASE (02/17) I E_ EXISTING MON IN CASE (02/17) /7 DRIVEWAY CUT FOR THE SITEWALK SURVEY NOTES INSTRUMENT: SPECTRA PRECISION FOCUS 35 TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: FEBRUARY 2017 BASIS OF BEARING: PARK AVE N (SO1 °52'54"W) BENCHMARK: MON IN CASE AT INTERSECTION OF PARK AVE N & N 40TH ST ELE — 98.43' SITE BENCHMARK: TOP OF SSMH RIM (EL-125.07') REFERANCE SURVEYS: ROS# 20050708900001 LEGEND ❑Q CB (TYPE 1) TELEPHONE VAULT ❑0 STMH (TYPE 11) ° TELEPHONE CABINET O SANITARY SEWER MH R TV CABINET r-1 SIGN m WATER VALVE CONIFER TREE ® WATER METER/SERVICE -6 FIRE HYDRANT 0 DECIDUOUS TREE -& UTILITY POLE HEDGE E-- GUY WIRE ® MONITORING WELL ® SIGNAL CABINET ® POWER JUNCTION BOX MAIL BOX 3 LIGHT POLE PK NAIL IT GAS VALVE ® MON IN CASE/ © POWER VAULT O EX REBAR / PIPE AS NOTED ❑� POWER PEDESTAL � SET 1 /2" REBAR CDEDOO ROCKERY AND CAP LS# 38992 oI OIL FILL CAP (ROS) RECORD OF SURVEY (P) PLAT (M) MEASURED OWNER PAUL MILLER 3731 PARK AVE N RENTON, WA 98055 206-954-1137 ENGI EER/SURVEYOR TOM TOUMA (ENGINEER) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41 st STREET RENTON, WA 98057 425-251-0665 DAN TOUMA (SURVEYOR) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41 st STREET EROSION CONTROL LEGEND CLEARING LIMITS x x x — SILT FENCE GCATCH BASIN PROTECTION Op O p O p CONSTRUCTION ENTERANCE W-403302 2/2/2019