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HomeMy WebLinkAboutR-411102`PC W v W W Q N LEGEND FOUND SURVEY MONUMENT, AS NOTED O SEWER MANHOLE ❑❑ CATCH BASIN (TYPE 1) 0 CATCH BASIN (TYPE 2) 0 STORM CLEANOUT m WATER VALVE ® WATER METER FIRE HYDRANT GAS VALVE \ LIGHT POLE \ DECIDUOUS TREE K ALDER v MAPLE 0' BIRCH 0 POWER POLE OHP OVERHEAD POWER LINE ss SEWER LINE SD STORM LINE w WATER LINE CLF CHAINLINK FENCE FVC FACE OF VERTICAL CURB 8 POWER JUNCTION BOX ®/ TRAFFIC SIGNAL CONTROL BOX `4 CROSSWALK BUTTON POLE © POWER VAULT ¢- PARKING LIGHT KIM LL=000.01 6" CLAY(NW)IE=362.67 18" CONC(NE)IE=362.72 18" CONC(SW)IE=362.57 FOUND CONCRETE MONUMENT WITH 2 1/2" BRASS DISK WITH I BELOW GRADE (RENT 57) (HELD FOR ROTATION) w w 23 5 -- 232f00 N88'58'09"W w ------------- RIM EL=366. 9 _ 8" CONC(SW)IE=361. 4 12" CONC(ESE)IE=359. 9- 12" CONC(E)IE=359. 9 12" CONC(W)IE=3 .09 N V SCALE: 1" = 20' 0 10 20 40 T8"'F=V0(R E) f E=-M8: sr 18"PVC(SW)IE=358.42 00 � I • / I p. FERR SEj g\� \ ' N88'55'44"W ........... � 82.06 �� �� � '.� OF PRO WALL IS O TY OLNE _370 0 ;' __ FV ,���- - - 36.45 ----- - I, �1-� 0.65 WIDE CONCRETE WALL d a° 00 ........ LLi / PUGET SOUND OWER ® ? a 1 ° ' a . / AND LIGHT E EMENT ° s REC NO. 58 2292 °: d ................ JNAC13 / ° P ° ° �- 8- �• / CONCRETE s BUILDING PAD /POWER VAULT / KIDDIE RESEARCH LLC ° s ° SSMH 8071 / / °3123 SUNSET BLVD NE c�J `..RIM EL=367. / / /® s TPN 042305 _9155 8"PVC(N)I 362.06 1NACTIV / 8"PVC(S=36y.96 ° CB #8150 TYP I C-5 �~' RIM EL=368.3 ° �' / / 4"PVC(E)IE=3 �553 a 12"PVC(S)IE=365.6 I ° i \ / 6"PVC(W)IE=365.61 s _ i a / s 12"PVC(N)IE=365.58 CONCRETE / C 804 TYP I 5`O�/ °,BUILDING PAD -c RIM EL=366:95 °° ° 6"'CONC(4jlE=364.40 SD / 20'56'1 8"PV NE)IE=364.15 ter, °' . a / / 44 ° "s SDMH 8157 TYPE II 6' C C(SE)1E=364.00 �,° RIM EL=370.77 CB, 805 TV 1 / 1 .. 6"PVC(E)IE=368.45 RIM L=366.66 P ROW PER. 1"PVC(N)IE=365.10: 2"C NC,( IE= 3.6 �WSDOT ROW MAPS / P. g � 12" C )IE 63. 150 83 / 0 10.10 w VERTICAL DATUM NAVD 88 BENCHMARK FOUND MONUMENT AT NE 12TH ST AND MONROE AVE NE. CITY OF RENTON #1843 ELEVATION = 425.16 BASIS OF BEARINGS N88'54'30"W BETWEEN CITY OF RENTON MONUMENTS 1843 AND 0057. REFERENCES EXISTING BUILDING 1. BOUNDARY LINE ADJUSTMENT RECORDED IN BOOK 13 OF SURVEYS, PAGE 62, KING COUNTY, WASHINGTON. LEGAL DESCRIPTION WALL IS0.5'S & 0.27' W OF / PROPERTY CORNER 0.1 EXISTING BUILDING gU\SONG S PROFESS\0 SH S3 JAFF �P�A o�2305�9�82 FENCE IS 0.4 W / OF PROPERT / LINE ° 8 LOCATIONS C`' ° a �' ° a °' r: ®a a. PER c� FV ° .. a �SBUILTS / / / o0 -568i NE 12TH ST�EET / ' o 4'38'50" O� w w w w w w i W w CB 802 TYPE I REF. RIM EL=3 .30 �`' w x w A w PER ASBUUILL �1� i 8"CONC(S)IE=372.89 _ _ 253+_OQ88'58'09'W 230.78 SOLID YELLOW LINE w w 254f00 w / j w a w w ----�--- 9----- ------------------------ - I _ -------------- - - ______ -- - - - - - FOUND CONCRETE MONUM-. \------------- - -------------------- (BASIS OF - ----------- WITH BRASS PIN IN CASE 0.2' - N88'54'30"W (BASIS OF BEARI S) 2723.19 SD- BELOW GRADE SD SID \ Mo \ \ �� SD SD \ SD SD -'SD SD Sp S SD / \ G G G G - \G G G \ G c G c c � G \ FVC \ G c 8" CONC(SW)IE=361.54 12" CONC(ESE)IE=359.49 12" CONC(E)IE=359.29 12" CONC(W)IE=359.09 SSMH 5498 RIM EL=366.57 / r1 ' VC(NE)IE=358.36 "PVC(SW)IE=358.22 RIM EL=366.89 12"CONC(W)IE=364.30 RIM EL=374.71 6"CONC(S)IE=372.31 ASBUILTS 8"CMP(NW)IE=370.11 6"CONC(SW)IE=369.96 12"CMP(SE)IE=367.11 8"CONC(S)IE=367.08 8"CMP(N)IE=366.81 18"CONC(E)IE=366.69 18" CONC(W)IE=366.61 SURVEYED: WEST 1 "=20' DESIGNED: GINA BROOKS DRAWN: DA IWD VAUGH/V ONE INCH CHECKED: AT FULL SCALE GINA BROOKS IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY GINA BROOKS VERTICAL: NAVD 19M HORIZONTAL- NAD 1983/1991 DATU M 1 I I I I 1 THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 88'57'58" WEST ALONG THE SOUTH LINE OF SAID SOUTHWEST QUARTER, 288.04 FEET; THENCE NORTH 116'12" EAST, 30 FEET TO THE NORTHERLY MARGIN OF 12TH AVENUE NORTH AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 1'16'12" EAST, 133.36 FEET; THENCE NORTH 88'55'33" WEST 82.95 FEET TO THE SOUTHEASTERLY MARGIN OF STATE HIGHWAY NO. 2 (SUNSET BOULEVARD); THENCE SOUTH 35'46'17" WEST ALONG SAID SOUTHEASTERLY MARGIN, 139.44 FEET TO THE NORTHEASTERLY CORNER OF A TRACT CONVEYED TO THE STATE OF WASHINGTON, BY DEED RECORDED UNDER RECORDING NUMBER 7110060127; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID TRACT TO ITS INTERSECTION WITH SAID NORTHERLY MARGIN OF 12TH AVENUE NORTH; THENCE SOUTH 88'57'58" EAST ALONG SAID NORTHERLY MARGIN, 151.99 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS PARCEL A OF BOUNDARY LINE REVISION SURVEY NO. 13-62 RECORDED UNDER RECORDING NUMBER 7806029007.); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. RESTRICTIONS 1. THIS SITE IS SUBJECT TO AN EASEMENT TO INSTALL, MAINTAIN, REPLACE, REMOVE, AND USE AN ELECTRIC LINE AND APPURTENANCES AS DISCLOSED BY INSTRUMENT RECORDED ON FEBRUARY 9, 1965 UNDER KING COUNTY RECORDING NUMBER 5842292. (SHOWN HEREON) 3. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, SHOWN OR DISCLOSED BY A BOUNDARY LINE ADJUSTMENT RECORDED IN BOOK 13 OF SURVEYS, PAGE 62, RECORDS OF KING COUNTY, WASHINGTON. (NOTED HERE) 5. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A DECLARATION OF ENVIRONMENTAL RESTRICTION AS DISCLOSED BY INSTRUMENT RECORDED ON MARCH 2, 2000 UNDER KING COUNTY RECORDING NUMBER 20000302001153. (NOTED HERE) SCHEDULE B EXEMPTIONS 2, 4, AND 6-11 NOT APPLICABLE TO THIS SURVEY. NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0137788-06 DATED OCTOBER 22, 2018. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT. CORE DESIGN, INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY OF WASHINGTON'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCTOBER 30, 2018. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER, 2018. 3. PROPERTY AREA = 16,820t SQUARE FEET (0.3861t ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A TOPCON THREE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. I BRASS PIN IN CASE 2.1 BELOW IGRADE 5f 0 + 00_ 2- 19 ------------------ 366.10 365.85 365.75 LADE, HELD FOR POSITION (RENT 1843) (BENCHMARK -G EL=425.16) R-41.1102 CITY OF RENTON Planning/Building/Public Works Dept. DWAj; AsArcP CIVIL ENGINEERING � . LANDSCAPE ARCHITECTURE W .o PLANNING 44653 p : DESIGN SURVEYING W sP %.O I ......TS.g CORE JOB NO 18227 V o�' AL LAB 72100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS V 0 W `(IDDIE RESEARCH DAYCARE CENTER MAR. 2020 J12J NE SUNSET BL VD FIELDBOOK: RENTON, WA 98056 PAGE: O DRAWING NO: C1.02 BOUNDARY/ TOPOGRAPHIC SURVEY SHEET: 2 OF: 21