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SSMH 1510 RIM =44.78 <br />8" PVC N -E -W <br />CENTER CHANNEL =33.38 <br />6" PVC S IE =34.80 <br />LADDER S <br />S <br />TUKWILA SCHOOL DISTRICT NEW BUS BARN <br />A PORT /ON OF THE NE 7/4 OF THE NW 1/4 OF SEC. 15, TWN. 23 N,, RGE, 04 E. WM. <br />CITY OF TUKWILA, KING COUNTY, WA SHING TON. <br />LEGAL DESCRIPTION <br />LOT B OF CITY OF TUKWILA SHORT PLAT NO 90 -4 -SS RECORDING NO <br />9101140403, RECORDS OF KING COUNTY, WASHINGTON. <br />VERTICAL DATUM <br />NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS <br />OBSERVATIONS USING WSRN AND GEOID 2012A. <br />BASIS OF BEARING <br />NAD 1983 <br />WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS <br />OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT <br />ARE US SURVEY FEET. <br />UTILITY NOTES <br />S <br />STCB 1509 RIM =38.13 <br />12" PVC NE IE =35.18 <br />AHBL #104 <br />NAIL AND WASHER <br />N:181664.6026 <br />E:1281618.5152 <br />ELEV: 38.35 <br />bo <br />RIPRAP <br />S <br />V -_ <br />STCB 1501 RIM =38.45 <br />18" CMP N IE =35.10 <br />12" CPP S IE =35.30 <br />W W - -- <br />5- - - - - -S <br />WEIGHT LIMIT <br />S <br />STCB 1502 RIM =39.05 <br />12" CPP N IE =35.33 <br />12" CPP E IE =35.38 <br />12" CPP S IE =35.64 <br />r.� <br />STMH 1500 RIM =38.88 <br />18" PVC N IE =31.98 <br />18" CMP S IE =35.08 <br />12" PVC SW IE =35.08 <br />LADDER E <br />A <br />SSMH 1508 RIM =38.87 <br />6" PVC E -W <br />CENTER CHANNEL =34.42 <br />4" CONC NE IE =35.02 <br />4" CONC SE IE =35.02 <br />LADDER E <br />SOUTH 128TH STREET <br />W <br />STCB 1505 RIM =43.10 <br />18" CMP NW IE =34.70 <br />8" CMP NE IE =40.60 <br />18" CMP S IE =34.70 <br />12" CAP W IE =35.00 <br />LADDER SW <br />w <br />0 <br />PATCH <br />57O <br />-S - - -- <br />FOUND <br />1/2" REBAR AND <br />CAP LS 21364 <br />AT CORNER <br />NO PARKING <br />STCB 1504 RIM = 38.70 -- <br />12" CPP E IE =36.62 <br />12" CPP S IE =36.72 <br />12" CPP <br />IE =39.09 <br />1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED <br />VISIBLE EVIDENCE. THERE MAY BE UTILITIES THAT EXIST ON THIS SITE OTHER <br />THAN THOSE GRAPHICALLY DEPICTED HEREON. <br />2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON <br />COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS <br />AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL <br />UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME <br />CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE <br />UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR <br />CONNECTIONS WHICH ARE NOT SHOWN. <br />3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY <br />LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY <br />DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL, INC. ASSUMES NO <br />LIABILITY FOR THE ACCURACY OF SAID DATA. <br />4. CALL 1- 800 - 424 -5555 BEFORE ANY CONSTRUCTION. <br />RELIANCE NOTE <br />THIS SURVEY WAS PREPARED AT THE REQUEST OF JEFF FEENEY FOR THE <br />SOLE AND EXCLUSIVE USE OF KMB DESIGN GROUPS, INC AND THE TUKWILA <br />SCHOOL DISTRICT. RIGHTS TO RELY UPON AND, OR USE THIS SURVEY DO <br />NOT EXTEND TO ANY OTHER PARTY EXCEPT THROUGH EXPRESS <br />RECERTIFICATION BY THE PROFESSIONAL LAND SURVEYOR WHOSE STAMP <br />AND SIGNATURE APPEAR HEREON. <br />EQUIPMENT USED <br />3" TOTAL STATION UTILIZING STANDARD FIELD TRAVERSE METHODS FOR <br />CONTROL AND STAKING. <br />SURVEYOR'S CERTIFICATE <br />I, DAVID C. FOLLANSBEE, A PROFESSIONAL LAND SURVEYOR IN THE STATE <br />OF WASHINGTON, HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS <br />A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN NOVEMBER <br />2016, AT THE REQUEST OF KMB DESIGN GROUPS, INC. FOR TUKWILA SCHOOL <br />DISTRICT. <br />D C. FOLLANSBEE, PLS 45161 DATE <br />0313012017 <br />x <br />CW18" <br />FOUND <br />1/2" REBAR AND <br />CAP LS 21364 <br />0.31' S OF CORNER <br />WOOD <br />RETAINING <br />WALL <br />C10" <br />GATE x <br />P <br />STCB 1503 RIM =59.14 <br />12" CPP N IE =35.69 <br />12" CPP W IE =35.74 <br />X. x <br />' CHAIN LINK <br />X x- x -x -X -x <br />-P <br />P1 <br />x <br />' 17' 11 "E <br />262.84' <br />x -x -x <br />GATE <br />-P-- =- P -P <br />-x -x <br />U12" C3 <br />� fr <br />U10" <br />U10 <br />J12" <br />4A <br />47 <br />12" CPP <br />!E =36.53 <br />D- - - D- <br />D <br />U8" <br />U6 U10" <br />U8" <br />-Ci 6" <br />18" <br />01 W2 <br />0 <br />U8" <br />"x \ <br />\0 <br />-x <br />60 <br />47 <br />- P- -- <br />STCB 1686 RIM =41.08 <br />12" CPP E IE =38.03 <br />6" CPP SW IE =38.08 <br />46 <br />42 STMH 1684 RIM = 41.35 <br />PIPE W PLUGGED W/ CONC <br />OVERFLOWS W AND SW <br />TOP OF OUTLETS =36.50 <br />BOTTOM MH =31.75 <br />LADDER N <br />PARKING <br />STCB 1685 RIM =41.23 <br />12" CPP NE IE =37.38 <br />12" CPP W IE =37.38 <br />})U6 Ub "-) <br />,R ry I o" . \W2 pia <br />12" CPP <br />IE =36.61 <br />P12 <br />44 <br />FOUND <br />1/2" REBAR AND <br />CAP LS 21364 <br />0.05' E AND <br />0.04' N OF <br />CORNER <br />STMH 1507 RIM =42.38 <br />20" CONC NW IE =34.28 <br />20" CONC SE IE =34.58 <br />SOLID PIPE CROSSES E -W <br />TOP OF PIPE =35.98 <br />LADDER SE <br />-cN <br />-STCB 1506 RIM =42.51 <br />8" CMP SW IE =41.06 <br />I IX <br />o <br />OHP -�- <br />t <br />-P1 <br />-P -- - -P- <br />x -x -x -X <br />50 <br />C;10 C8 "-i <br />r8" <br />8 <br />55 A6" <br />124.0 <br />64 x- x S89' z %'x <br />FOUND 6� CHAIN LINK x -- <br />REBAR AND <br />CAP 0.03' N <br />OF CORNER <br />C10" <br />CR" /i <br />--A10" <br />45 <br />AHBL #106 <br />AiNAIL AND WASHER <br />N:181439.9234 <br />E:1281670.9225 <br />ELEV: 46.87 <br />x <br />APN 238420 -0010 <br />61,332 SF <br />T') <br />Ike <br />xI- <br />-P-- <br />-- T - - - - <br />-- T-- <br />x- X- X - --k -x <br />6' CHAIN LINK <br />p12" C6„ <br />1 <br />x <br />DGE '/ECE TA TI ON <br />X- -X -X -X <br />51 <br />C8„ SO. 42' 49 "W <br />26.62' <br />M12"/10"/6" <br />- x- -X - -X- X- --9 -< <br />6' WOOD <br />Curve Table <br />CURVE # <br />LENGTH <br />RADIUS <br />DELTA <br />CHORD DIRECTION <br />CHORD LENGTH <br />C1 <br />50.58 <br />192.19 <br />15.04'44" <br />S81' 44' 49 "E <br />50.43 <br />C2 <br />79.49 <br />543.15 <br />8'23'07" <br />N3' 24' 54 "W <br />79.42 <br />C3 <br />1.13 <br />13.00 <br />4.59'53" <br />N10. 06' 24 "W <br />1.13 <br />FOUND <br />REBAR AND CAP <br />„ 0.23'W AND 0.01' N <br />OF CORNER <br />FOUND STONE WITH X <br />IN CASE AT 37TH AVE <br />S AND S 130TH ST <br />(11- 14 -16) <br />X - <br />x <br />T <br />X= x� <br />50 <br />*P18" <br />94.1' LINK CABINET <br />CENTURY <br />S89' IT 11 "E U8 "X2- <br />FOUND <br />1/2" REBAR AND CAP LS <br />21364 0.08' E AND 0.13' N <br />OF CORNER <br />0) <br />lo <br />0 <br />5 0 <br />sec <br />HP - <br />FOUND 7/8" PLUD IN <br />CONC IN CASE AT CL <br />OF E MARGINAL WAY <br />0.11' W AND 1.27' S <br />OF RECORD POSITION <br />(11- 14 -16) <br />STCB 2141 RIM =44.76 <br />8" CMP SW IE =42.51 <br />0 <br />STCB 2140 RIM =48.17 <br />8" CMP S IE =45.67 <br />STCB 2139 RIM =48.81 <br />18" CMP N IE =42.11 <br />12" CONC E IE =45.36 <br />18" CMP S IE =42.11 <br />LADDER W <br />SOUTH 130TH STREET <br />w sa <br />0 <br />N86' 7 "E <br />770.63 , <br />30' <br />STCB 2142 RIM =45.44 <br />18" CMP N IE =38.79 <br />8" CMP NE IE =42.69 <br />18" CMP S IE =38.79 <br />FOUND 3" BRASS DISK <br />WITH X IN CASE AT E <br />MARGINAL WAY AND S <br />130TH ST (11- 14 -16) <br />0 <br />GRAPHIC SCALE <br />10 20 <br />40 FEET <br />1 " =20 FEET <br />LEGEND <br />B FOUND MONUMENT AS NOTED <br />L SET NAIL AND WASHER <br />QQ SET REBAR AND CAP <br />0 <br />0 <br />0 <br />0 <br />z <br />0 <br />P <br />0 <br />T <br />la <br />[xi <br />BOLLARD <br />SIGN AS NOTED <br />SANITARY SEWER CLEANOUT <br />SANITARY SEWER MANHOLE <br />STORM CLEANOUT <br />STORM CATCH BASIN <br />STORM MANHOLE <br />YARD DRAIN <br />GAS VALVE <br />UTILITY POWER POLE <br />JUNCTION BOX <br />POWER METER <br />POWER VAULT <br />LUMINAIRE <br />COMMUNICATIONS MANHOLE <br />TELEPHONE RISER <br />TELEPHONE VAULT <br />FIRE HYDRANT <br />IRRIGATION CONTROL VALVE <br />WATER METER <br />WATER VALVE <br />WATER VAULT <br />C- CEDAR, P -PINE <br />A- ALDER, CW- COTTONWOOD <br />M- MAPLE, U- UNKNOWN <br />- - - - D STORM UNE <br />- - - -S- SEWER LINE <br />- - - - W WATER UNE <br />- - - - G GAS UNE <br />- - - - P ELECTRICAL LINE <br />- - - -T- COMMUNICATION LINE <br />OHP - OVERHEAD UTILITIES <br />x -x -x -x FENCE <br />ASPHALT <br />CONCRETE <br />TACOMA • SEATTLE • SPOKANE •TRI- CITIES <br />2215 North 30th Street, Suite 300 Tacoma, WA 98403 <br />253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB <br />Project Title: <br />TUKWILA <br />SCHOOL DISTRICT <br />NEW BUS BARN <br />Client: <br />TUKWILA <br />SCHOOL DISTRICT <br />CO: KMB DESIGN GROUPS, INC <br />906 COLUMBIA STREET, SUITE 400 <br />OLYMPIA, WA 98501 <br />JEFF FEENEY <br />Job No. <br />2160801.50 <br />Issue Set & Date: <br />MARCH 30, 2017 <br />03/30/2017 <br />NOTICE <br />ALTERATiCN CF THIS DOCIALENT SHALL NVAUDATE THE <br />PROFESSIONAL SEAL AND SMARM PL CATION dF <br />HIS DOCUIENT DOES NOT DEROGATE FROM RESERVED <br />OWt€RSIOP RIGHTS fl It THIS DOCUMENT IS FCR USE <br />OILY FOIR THE PROJECT 63EN1M'ED W 11€ TITLE BLOCK <br />AND IS NOT TO BE USED FOR REPAIR, REMODEL OR <br />ANTION TO THAT PROJECT OR FCR ANY O1FER PROJECT. <br />A <br />Revisions: <br />Sheet Title: <br />TOPOGRAPHIC <br />SURVEY <br />Designed by: Drawn by: Checked by: <br />TD DF <br />Sheet No. <br />T -1 <br />1 of 1 Sheets <br />