HomeMy WebLinkAboutTED4003775.4A PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA w Q z U LLJ O Of n ►O NORTHWEST CORNER SEC. 15, - CONCRETE,INCASED 03/24/98 FOUND BRASS PIN IN TWP. 23N., RNG 5E., W.M. 36' ADS E 379.46 IE 36' ADS S 379.74 IE LADDER nN N W- s 380.12 It. 12' ADS HE 382.25 IE 18' ADS E 0 379,70 IE LADDER ON SE I N 88'5626" W 35.89' Cd 2 Working Days Before You Imp 811 UMm Underground Location Center (ID,iMT,ND,OR,WA) N 18'05'50" W 52.56' N 07'56'31" W 48.51 ' N 61'49'21" W 53.28' LLC ®CONSULTING 08thA Avenue South 334 I ® 1 Suite 205 Federal Way, WA 98003 FFDOML WAY (253) 838-6113 www.esmcivii.com EVERETT (425) 297-99M ELLENSBURG (509) 962-260B Civil Engineering Land Surveying Land Planning Public Works Project Management I Landscape Architecture ESM JOB #1799-001-013 SANITARY SEWER, WATER AND STORM DRAINAGE EASEMENT TEMPORARY CONSTRUCTION RECORDING NO. 20000418000708 EASEMENT RECORDING NO. 201204109001608 SE 128TH ST (KING COUNTY) FS 43'37'42" E 49.00' NE 4TH ST (RENTON) CATCH BASo- SOLID LID RNA 389.04 12` ADS W 383.82 IE \_ CATCH BASIN SOLID LID RIM 389.24 12' ADS W 382.33 iE 12' ADS E 382, 52 IE 12' ADS S 382,61 IE LADDER ON N SIDE l'— CATCH BASIN STANDARD GRATE RIM 389.08 12' ADS E 384,01 IE 8' PVC W 394,04 IE 00 LC) N 0 0 (n S 89' 12' 14" E 42.00' CATCH BASIN SOUL j RIM 389.87 t8' ADS S 379.85 IE 12' ADS W 386,23 IE 12 ADS N 379,73 IE 12' ADS E 379,81 IE LADDER ON E SIDE ATCH BASIN ��STANDARD GRATE RNA 389.69 12' ADS W 385.05 IE N 88'09'46" W 502,44' -- STORM DRAMN(GE MANHOLE R(M 38 S5 W 380.78 IE 15' ADS S 380.42 E l SOLID LID RIM 386.54 12' ADS W 376.37 IE 18" ADS N 378.39 IE 18' ADS SE 378.19 IE — LADDER ON JOINT ACCESS EASEMENT RECORDING NO. 20040309002194 20.00' PRIVATE DRAINAGE POND ACCESS EASEMENT SHARED ACCESS AND MAINTENANCE AGREEMENT EASEMENT RECORDING NO. 20120530001619 TEMPORARY CONSTRUCTION EASEMENT RECORDING NO. 2012053001619 WATER EASEMENT RECORDING NO. 20090409001132 SANITARY SEWER EASEMENT RECORDING NO. 8509260881 WATER EASEMENT RECORDING NO. 20090409001132 NORTH QUARTER CORNER SEC.15, TWP. 23N., RNG. 5E., W.M. FOUND 3" BRASS DISC WITH PUNCH AT SURFACE 03/24/98 LEGEND APPARENT TEST PIT LOCATIONS SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE ROOF DRAIN GAS METER GAS VALVE ELECTRICAL METER POWER POLE W/LIGHT POWER POLE TELEPHONE POLE FIRE HYDRANT HOSE BIB I I FENCE, BOARD L FENCE, CHAIN —LINK GAS TELEPHONE, BURIED TELEPHONE, OVERHEAD WATER WATER MANHOLE WATER METER WATER VALVE SET HUB & TACK SET PK NAIL STORM DRAINAGE MANHOLE 40306 RIM 3W40 BOTTOM OF VAULT 12' ADS CULVERT 392.18 IE 4' PVC CULVERT 392-03 IE 0 ��1� � FW VOIS ��AL MM G�111 /11/14 SURVEYED: SCALE: N� 40 ! 1 VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM 1 E 14 DESIGNED: LG8 2 THRD SUBMITTAL ESM 10/29/14 3 RNA. SUBWTTAL ESM 11/20/1 DRAWN: ! ONE INCH 4 N MS:�RAL „AR � 1 01/1 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY vATE I AP P R APPROVED: 0 DECIDUOUS ' I DOUGLAS FIR SCALE: 1 40' " = CONIFER a� j °(-' -' CONTOUR INTERVAL = 2' CLUSTER HOLLY MAPLE SPRUCE CITY OF RENTON Planning/Building/Public Works Dept. s 2 i s C r a �T Ia z m 7 M 0 A 0 m �p O o a = Drn Cn D• z 22 = z a _ z p p m m T Ln N z z M 0 ji LEGAL DESCRIPTION PARCEL I: LOT 1 OF RIBERA—BALKO SHORT PLAT NO.LUA-02-129—SHPL RECORDED APRIL 9, 2009, AS RECORDING NO.20090409900002, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO.20120419001607. PARCEL II: LOT 2 OF RIBERA—BALKO SHORT PLAT NO.LUA-02-129—SHPL RECORDED APRIL 9, 2009, AS RECORDING NO.20090409900002, RECORDS OF KING COUNTY, WASHINGTON; e � PARCEL III: o x TRACT A OF CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA-07-080—LLA g RECORDED AUGUST 18, 2009 AS RECORDING NO.20090818900001, RECORDS a OF KING COUNTY, WASHINGTON. z Z n SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090. I BASIS OF BEARINGS I NAD83, WASHINGTON COORDINATE SYSTEM, NORTH ZONE AS REFERENCED TO CITY OF I RENTON CONTROL MONUMENT NOS. 1227 AND 1503 VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL MONUMENT NOS. 1227 AND 1503 NOTE: TOPOGRAPHIC INFORMATION WAS PROVIDED BY A FIELD SURVEY BY CENTRE POINTE CONSULTANTS, INC. ESM ASSUMES NO LIABILITY FOR THE ACCURACY OF THE EXISTING TOPOGRAPHIC FEATURES. I CHECKED FOR COMPLIANCE TO CITY STANDARDS I T 0 0 c/ /z'iZ.z. T1 O 377504f , o Y�' $ < U' oz C WHITMAN COURT EXISTING CONDITIONS PERMIT #U 14003820 12/01/201 PAGE DRAWING NO: EX-01 SHEET: OF: 4 40 c