Loading...
HomeMy WebLinkAboutS-3933060 LO O N Q Cn N CD U-) CD N Q H Cn PORTION OF THE NE 1/4 OF THE NW 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY IOF RENTON, STATE OF WASHINGTON SET LEAD & TACK TL# 142305-9073 AT BASE OF CONC WALLESE (5/17) L H SSOO# 9 STA 21#58'21+66, 8"x6"TEE INV EL = 569:44 509.77'-8" 3OLF 6"PVC S = 2.OD% MIN. INV EL = 51984' 510.37'-6" SSCO $7 & SSCO #7A STA '16+66'21+22, 2-8"X6"TEE INV EL = rgG6 R41- 508.00,-B" 60LF 6"PVC S = 2.00X MIN. INV EL = 30644'-508.60'-6" TL# 1423059092 8"0QAPL MAPLE L4"M EAPLE SET 1/2" REBAR / ,,,AND CAP LS#38992 r zu' (TYPICAL) COT �yI SE (N32dnd ESTREET w 621E 8" PVC S — + =-4.Go% .93% Ww w Ww w w w w Ww ST ST $ 0 10 13 EB K G COUNTY R/IV — yp C 5 g TLJ 142305-9100 SSCO /8 SSCO X10 TLR 142305-9093 30.00' STA 8"x8" TEE L0 5e21+O5, INV EL = 58634 507.33'-8" STA -2t+62 21+69, 8"x6"TEE 30LF 6"PVC INV EL = 30984' 509.93'-8" 5 = 2.00% MIN. 30LF 6'PVC INV EL = 50739' 507.93-6" S = 2.00% MIN. INV EL = -5t0.24' 510.531-6" t INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET 520 CITY OF RENTON MON # N 1/4 OF SECTION 14-23-5 2103 PLUG IN CONC IN CASE AT THE INTERSECTION OF BE 128th STREET AND 156th AVE SE ELEVATION = 547.94' (NAVD 88) a ❑D CB (TYPE 4) TELEPHONE VAULT O STMH (TYPE 11) TELEPHONE CABINET OS SANITARY SEWER MH nI SIGN �+ ' WATER VALVE �!ryr CONIFER TREE M WATER METER/SERVICE DECIDUOUS TREE d FIRE HYDRANT ® MONITORING WELL o UTILITY POLE 2621-F MAIL BOX GUY WIRE ® SIGNAL CABINET PK NAIL ® POWER JUNCTION BOX B) MON IN CASE/ 0 SIB EX REBAR / PIPE IM GAS VALVE AS NOTED © POWER VAULT SET 1/2" REBAR AND CAP LS#38992 Q POWER PEDESTAL TA 22 94 N 2nd STRE75LIT SSMH #2 -48 - RIM EL = 524 00 524.75 ]I IV EL 616. 2'-515.00'-8"fOUT W n 01 21 00 22 00 2 00 Fc2TOUMA ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41st STREET ti RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 NO. NI1/4 CORNER SEC 23-24-05 CI OF RENTON MON #2103 C PER PLUG IN CONIC CASE N 180828.789 E-1319243.764 EI( --[147.94' TI# 366450-0200 30.00 I Lij Q � MV EL = 525.38' 12" CONIC _c -- — n INV EL = 524.86' 12" CONIC INV EL = 524.33' 12" CONIC TL# 366450-0201 INV EL = 523.29' 12" CONIC FOUND LEAD & TACK )� IN CONIC MON IN CASE SSMH #2 -48 - RIM EL =34404524.75' INV EL = 515.+2' 515.00-8"0 OUT W INV EL =-515.22' 515.10'-8"0 IN N PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. 520 "AS -BUILT" NOTE: "AS—BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. 510 500 1"=20• I '�"Lwo"' 6 REVISION BY DATE APPR I CITY OF RENTON g/Public Works Dept. C16006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS NE 2nd ST SEWER EXTENSION SEWER PLAN AND PROFILE TAX LOT #142305-9092 591 MORON GRAPHIC SCALE 20 0 10 IN PEEP ) I inch = 20 It. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET y BENCHMARK: CITY OF RENTON MON # N 1/4 OF SECTION 14-23-5 2103 PLUG IN CONC IN CASE AT THE INTERSECTION OF BE 128th STREET AND 156th AVE SE ELEVATION = 547.94' (NAVD 88) a LEGEND ❑D CB (TYPE 4) TELEPHONE VAULT O STMH (TYPE 11) TELEPHONE CABINET OS SANITARY SEWER MH nI SIGN �+ ' WATER VALVE �!ryr CONIFER TREE M WATER METER/SERVICE DECIDUOUS TREE d FIRE HYDRANT ® MONITORING WELL o UTILITY POLE MAIL BOX GUY WIRE ® SIGNAL CABINET PK NAIL ® POWER JUNCTION BOX B) MON IN CASE/ 0 LIGHT POLE o EX REBAR / PIPE IM GAS VALVE AS NOTED © POWER VAULT SET 1/2" REBAR AND CAP LS#38992 Q POWER PEDESTAL PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. 520 "AS -BUILT" NOTE: "AS—BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. 510 500 1"=20• I '�"Lwo"' 6 REVISION BY DATE APPR I CITY OF RENTON g/Public Works Dept. C16006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS NE 2nd ST SEWER EXTENSION SEWER PLAN AND PROFILE TAX LOT #142305-9092 591 MORON