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HomeMy WebLinkAboutR-397302ROLLING HILLS CONDO V. 34 PGS. 14- 49 VERTICAL DATUM % � FND 5/8" REBAR/CAP � � NAVD 88 (CITY OF RENTON) "LS 8528", 0.6'NxO.9'E / X X X BENCHMARK OF PROP. CORNER / N891 '05*t 130.04 CITY OF RENTON CONTROL POINT NO. 784 TOP OF 3 8" BRASS PLUG SET IN CONCRETE MONUMENT AT I I I INTERSECTION OF PUGET DRIVE S.E. AND S.E. 19TH STREET. I / �DRIPLINE (TYP) 172240.0295, E: 1304611.8855 ELEVATION = 417.571 FEET rr _ CITY OF RENTON CONTROL POINT NO. 895 SCALE. 1 - 2Or FOUND A 3" DOMED BRASS DISC STAMPED "TOWNSEND & ASSOC. �' I 0 10 20 40 LS 9634" FLUSH WITH THE ASPHALT PAVEMENT 2.5' SOUTHERLY OF I "T / / C CONC. THE CONSTRUCTED CENTERLINE OF JONES PLACE SE AT THE / `.• / WALK CENTERLINE OF THE OVERHEAD CROSSING TRANSMISSION LINES. / "' i LOT 1 170706.0037, E: 1303177.3576 A? 20,251f SF ELEVATION = 408.874 I • GRASS EXISTING IMPERVIOUS AREA, SQUAREFOOT AND ACRES = 2,835 0.07 EXISTING PERVIOUS AREA, SQUARE FOOT AND ACRES = 17,221 / 0. 39 I / ROLLING HILLS CONDO I 0) titi V. 34 PGS. 14-49 I DECK 3" DIA. CAPPED METAL PIPE /<�I � EXISTING GRADE ku I I I A5 I.........I...... \ 3 H.M. SYRSTAD SHORT PLAT \ I I I / ASPHALT REC. NO. 7907209017 I AFq \ \ I ) 1506 S. PUGET DR. oA I I I I 1 RENTON, WA 98055 \ LOT 2 \ I \ \ BC=371.34 / W \ W \ \ w '�BC=37 9' CB #8011, TYP I TC=377. \ RIM EL=372.30 \ \ 8"CMP(S)1E�369.85 SD s SDMH #8010, TYPE RIM EL=372.16 \ ------- _ 8"CMP(N)IE=367.98 \ 18"CONC(E)IE=367.84 12"CMP(S)IE=367.01 \ 24"CONC(W)IE=366.49 \ W NOTES \ 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY ALTA PLAIN LANGUAGE COMMITMENT NO. 4209-2636536, DATED APRIL 7, 2016. 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 a AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. CORE DESIGN, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY 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 JULY 6, 2016. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JULY, 2016. 0 v 3. PROPERTY AREA = 20,251t SQUARE FEET (0.46490t ACRES). 4. ALL DISTANCES ARE IN FEET. �O 5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS I� USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION W 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 c� MANUFACTURER'S SPECIFICATIONS. j 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 Q 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 Z LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. Z ♦1 w CIVIL ENGINEERING LANDSCAPE UKC Q ARCHITECTURE DESI G N PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIA CORE JOB NO. 16114T \ ®US WEST 6' WIDE CONC. SIDEWALK . �'' �}0 a•.SLOPE \ \ RfA..0.* O,.SF \ ss SS SSSS _q PLANTER SSMH #8042 \ BC=384.42 CURB CUT CURB CUT BC=380.53 /RIM EL=378.16 / \ TC=381.03 / ,0r, BC=387.48 16" WATERLINE BC=38 86 w CTR CHANNEL=36�8.9�1 \ w w w TC=384.92 / w w w �w W v C 8" NW, OUT \ 12" WATERLINE RI W RP w� \ ��e w �� w w M� w w w � w 8„ s sc s s s _T 05 E 418.16 (C)� 7.85 (M) \ v \ SO. PUGET DRIVE \ (PUBLIC) BASIS OF BEARINGS \ NORTH -SOUTH CENTER OF SECTION 20-23-5E BETWEEN CITY OF RENTON CONTROL MONUMENTS #415 AND 895 BEING N01'46'12"E REFERENCES 1. H.M. SYRSTAD SHORT PLAT RECORDED UNDER RECORDING NO. 7907209017. 2. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 7807119014. 3. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 7807189005. 4. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 19990916900011. 5. KING COUNTY DEPARTMENT OF ASSESSMENTS QUARTER SECTION MAPS A) SW 20-23-05 B) SE 20-23-05 LEGAL DESCRIPTION LOT 1, CITY OF RENTON SHORT PLAT NO. 275-79, RECORDED UNDER RECORDING NO. 7907209017, BEING A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. RESTRICTIONS 1. THIS SITE IS SUBJECT TO A PUGET SOUND POWER AND LIGHT COMPANY EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED RECORDED UNDER RECORDING NUMBER 2431602. NOT SHOWN. 2. THIS SITE IS SUBJECT TO A UNITED STATES OF AMERICA TRANSMISSION LINE EASEMENT, INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NUMBER 3178380. NOT SHOWN. 3. THIS SITE IS SUBJECT TO A UNITED STATES OF AMERICA TRANSMISSION LINE EASEMENT, INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NUMBER 3259447. SHOWN HEREIN. 4. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY CONVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE COLOR RELIGION SEX HANDICAP FAMILY STATUS OR NATIONAL ORIGIN TO THE EXTENT SUCH LOT 3 N8910'05"E 1 150.00 17 7\\,-- - - N. 1 /4 COR., SEC 20 23 5E CITY OF RENTON CONTROL #415 NOT SEARCHED. HELD PUBLISHED HORIZONTAL VALUES. I I I Z Q W m L, 0 En a Im CV CD mod' IO Z r TCI CABLE ® ® I ss ® BUS ST� CUR CUT CURB CUT SSMH # TC=400.46 8056 BC=400. BC-394.77 BCN 6.79 w RI EL397.46 / 6 B #8028, YPE I " W, OUT M EL= 03 w w w -0o "CMP(=389.40 0('0 cod YELLOW DOTS I CB #8019, TYPE I RIM EL=392.82 8" CMP(N)IE=387.33 Of 18"CONC(S)IE=386.76 00 Lq 18"CONC(W)IE=386.52 LO co W Lq LO co �I 0 z COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE TITLE 42, SECTION 3604(C), OF THE UNITED STATES CONSTRUCTION CODES: RECORDED UNDER RECORDING NUMBER 7907200694. 5. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, RECORD DRAWING BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT NO. 275-79 RECORDED UNDER RECORDING NUMBER 7907209017. LEGEND LEGEND ITEMS ® FOUND MONUMENT AS NOTED O FOUND CORNER AS NOTED O SANITARY SEWER MH 0 STORM DRAIN MH ® CATCH BASIN OO WATER MH ® WATER METER © GAS METER © CABLE BOX ® TELEPHONE PEDESTAL D POWER JUNCTION BOX LIGHT STANDARD PVC POWER VAULT ® MAILBOX AP APPLE TREE / DIAMETER DEC DECIDUOUS TREE / DIAMETER FIR FIR TREE / DIAMETER M MAPLE / DIAMETER 139.83 (C) (140.14 R1) CITY OF RENTON #784 FND BRASS PLUG IN CONC. MON IN CA HELD PUBLISHED HORIZONTAL POSITION. HELD PUBLISHED ELEVATION=417.57 FE i i ' J I � i S. 1/4 COR., SEC 20-23-5E CITY OF RENTON CONTROL #895 i SEARCHED - NOT FOUND. HELD PUBLISHED HORIZONTAL VALUES. - 29 SUED: DAP SCALE. VERTICAL: NAVD 1988 DESIGNED: 1/MG HORIZONTAL-NAD 1983/1991 CITY OF � DRAWN: L GW � RENTON ONE INCH DATU M CHECKED: MAU AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHM SCALE ACCORDINGLY FND MON 0.31 W FROM-\ CALCULATED POSITION. ELEV=414.39 FEET I O SE. ET I 5 R-397302 p ' ti IN COMPLIANCE WITH CITY OF RENTON STANDARDS BOUNWARY AND TOPOGRAPHIC SURVEY FIESf LDBOOKPT 2017 PAGE DRAWING NO: Cl. 02 SHEET: 2 OF: 22