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HomeMy WebLinkAboutR-397302ROLLING HILLS CONDO V. 34 PGS. 14- 49 /V �� VERT/CAL DATUM % I � FND 5/8" REBAR/CAP � NAVD 88 (CITY OF RENTON) "LS 8528", 0.6'NxO.9'E �� X X BENCHMARK OF PROP. CORNER / N891 0 '0 130.04 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 I I �Iq, ELEVATION = 417 571 FEET Q SCALE. 1 = 20 CITY OF RENTON CONTROL POINT N0. 895 M I ) I F' __ FOUND A 3" DOMED BRASS DISC STAMPED "TOWNSEND & ASSOC. / / / 0 10 20 40 LS 9634" FLUSH WITH THE ASPHALT PAVEMENT 2.5' SOUTHERLY OF THE CONSTRUCTED CENTERLINE OF JONES PLACE SE AT THE CENTERLINE OF THE OVERHEAD CROSSING TRANSMISSION LINES. / cv a LOT i 170706.0037, E: 1303177.3576 ' / 20,251f SF ELEVATION = 408.874 I I EXISTING IMPERVIOUS AREA, SQUAREFOOT AND ACRES = 2,835 0.07 EXISTING PERVIOUS AREA, SQUARE FOOT AND ACRES = 17,221 / 0.39 I \ \ \ \ \ \ ` BC=371.34 ` TC=371.84 _ SDI WALK GRASS ROLLING HILLS CONDO I rn'titi V. 34 PGS. 14-49 I DECK 3" DIA. CAPPED METAL PIPE Iz ............ \ 3 Fq 1506 S. PUGET DR. RA 9805 INSOTORYIHOUSES q-,��cticyT� 40� SLOPE I I 10 AREA A= \ / <1'' p�q/ 282 SF` \ I I I GRASS W w /C=37 9' CB #8011, TYP I TC=377W ' RIM EL=372.7 90 8"CMP(S)1 �369.85 / S S SDMH #8010, TYPE II 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 `. 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 p 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 = p 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. 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 L N CIVIL ENGINEERING coff LANDSCAPE Q ARCHITECTURE "111111zm� DESI G N PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CORE JOB NO. 16114T CONC. 6' WIDE CONC. SIDEWALK'••ARE630 �}0 a•.SLOPE -s \ PLANTER 00 .- / EXISTING GRADE LCS W / _N Z H.M. SYRSTAD SHORT PLAT / ASPHALT REC. NO. 7907209017 \ LOT 2 W \ U Z Uj 0 \ o 0CD x in /RIM SSMH #8042 \ EL=378.16 / \ BC=380.53 / o \ TW=381.03 ,n BC=384.42 TC=384.92 / CURB CUT CURB CUT BC=38 86 W BC=387.48W 16" WATERLINE W CTR CHANNEL-36�8.9� W W W 8" NW, OUT ` / 1212�TERLINE W W W��W W W 1* W `O W h ,v�i ,you S SD S S M� S N89'10'05"E 418.1� 7.85 (M) ` 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 COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE TITLE 42, SECTION 3604(C), OF THE UNITED STATES CODES: RECORDED UNDER RECORDING NUMBER 7907200694. 5. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT NO. 275-79 RECORDED UNDER RECORDING NUMBER 7907209017. NO. REVISION LOT 3 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 a m m L, 0 En Q m w CV CD mod• I O Z N8910'05"E 150.00- r TCI CABLE ® ® I ss ® BUS ST� CUR CUT CURB CUT BC=400.06 BC----394.77 BC= 6.79 RI H #8056 / TC=400.46 v W W W PTR CH REL=397.46 CB #8028, YPE I RIM " WOUT I EL=.03 8""CMP(=389.40 W rn W , W co YELLOW DOTS '"� I o 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 co LO z CONSTRUCTION RECORD DRAWING s"RMED` DAP DESIGNED: VMG DRAWN: LGw CHECKED: MAU BY DATE I APPR APPROVED: SHM ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M i i i ' J I ' Q i i C3 , o� i S. 1/4 COR., SEC 20-23-5E CITY OF RENTON CONTROL #895 SEARCHED - NOT FOUND. HELD PUBLISHED HORIZONTAL VALUES. - 29 .� CITY OF 1;R] RENTON Planning/Building/Public Works Dept. LEGEND LEGEND ITEMS ® FOUND MONUMENT AS NOTED O FOUND CORNER AS NOTED O SANITARY SEWER MH STORM DRAIN MH ❑� CATCH BASIN OO WATER MH ® WATER METER © GAS METER © CABLE BOX ® TELEPHONE PEDESTAL E3 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) FND MON 0.31 W FROM CALCULATED POSITION. ELEV=414.39 FEET I CITY OF RENTON #784 FND BRASS PLUG IN CONC. MON IN CASE. HELD PUBLISHED HORIZONTAL POSITION. HELD PUBLISHED ELEVATION=417.57 FEET R-397302 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BOUNDARY AND TOPOGRAPHIC SURVEY FIESSPT LDBOOK: 2017 PAGE DRAWING NO: CI.02 SHEET: 2 OF: 22