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Home My WebLink AboutR-421501CW G O 2 z O I— z U-1 75 n O LU > W LU J C/) Q U T CASTLE DEVELOPMENT TOWNHOMES RECORD DRAWINGS w z a m . °. �w ° z w. . d . �' . J . . . . . . . . m <. . . . . . . . :,.• . Q . . . . . . . . . . . . . w .. :. . ,. ....... .... I........ .... 8' . . . . . . I. . CANTER STRIP 8' . . . . . . . . . . . . . . . . . . t',... ,, ". SIDEWALK . 4: ,PERMEABLE ` � CB. 1.0. '•� PAVEMEIyt ;.. .. . RIM EL. :. W,4LKWA.Y •' . 25..64.. IE=23..74'. . . . . . ....:. 4.50' ROW ci- CL . . . IE=23.74.' ,. DEDICATION . . . . ....� . . . . . . . . . . . . . aoo ..::::. F M SDMH #1. , o :::..1• .•: . TYPE 2 RIM EL, � Q . . Z :..'.' ' : �• .:.• : ':' • ' . 4: ,PERMEABLLE . 26.51 '. •,. .PAVEMENT IE=16.51.' I :.. :.. WALK1!AY • •, . I I . . . 4 wALKw,a.Y ......: a° I ° d ° AS -BUILT NOTE: LOCATIONS AND DIMENSIONS OF AS —BUILT STRUCTURES AND UTILITIES HAVE BEEN OBTAINED FROM FIELD MEASUREMENTS AND OBSERVATIONS PROVIDED FROM THE CONTRACTOR AND NOT BY SURVEY. HW s�I�Ajlj IL n co m pass �� z N ENGINEERING & SURVEYING N Western Washington Division dp 38375 �cy� w 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 isTER� zEastern Washington Division SIONAL w 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 SW 1/4 OF SE 1/4 OF SECTION 18, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 7PN: 784130-0395 UNI T C BUILDING FOUNDATION J (TYP) COVERED PATIO COVERED PATIO RAISED J FLOWER BED ( COVEREDA710 BSBL TIP) UNIT B COVERED PA1T0 7PN: 784130-0400 COVERED PATIO UNIT A 0912012023 N 0 . COVERED PA710 PERMEABLE PAVER PATIO S 88'45'53" E 120.02' TPN: 784130-0410 ABBREVIATIONS APPROX APPROXIMATE/APPROXIMATELY BSBL BUILDING SET BACK LINE CB CATCH BASIN COR CITY OF RENTON E EAST EG EXISTING GRADE ETC ETCETERA EX EXISTING FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE HMA HOT MIX ASPHALT IE INVERT ELEVATION MIN MINIMUM MAX MAXIMUM N NORTH ROW RIGHT OF WAY S SOUTH SO STORM DRAIN SOCO STORM DRAIN CLEANOUT SF SQUARE FEET/FOOT STD STANDARD TESC TEMPORARY EROSION AND SEDIMENT CONTROL TYP TYPICAL W WEST REVISION J UNIT B GARAGE 1s:oo'.. I'. -PRA WAY :...:. o o 00 LO ... 00 N . . 24.58' o fN A N DISCREPANCIES: O CO 0 5 10 SCALE 1 " = 10' TAX PARCEL: 784130-0400 HORIZONTAL DATUM: NAD 83189 BASIS OF BEARINGS: BASIS IS CALC'D N 88'4553" INALONG CENTERLINE OF S. 67H ST. VERTICAL DATUM: NA VD 88 BENCHMARK: 'L-1JL_1LJLJZJL I n[]Tm[ rLn LU [EM. LE PROJECT SITE0 LU TTO U � � 5 D Q S 7TH ST ORIGINAL BM: BENCH MARK NO. 2526 2" DOMED BRASS CAP AT INTX OF BACK OF CONC. SIDEWALK IN SW QUAD. INTX OF RAINIER AVE S. & 52ND AVE S ELEV. = 46.059 FEET 0 o TBM — A: SET HUB & MAG. NAIL ELEV. = 2ZO7 FEET TBM — B: SET HUB & MAG. NAIL ELEV. = 2Z 11 FEET INSTRUMENTATION: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE: ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR RESPONSIBILITY: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SURVEYED: BUI DESIGNED: IWD DRAWN: TN F CHECKED: IWD BY DATE APPR APPROVED: CID SCALE: 1 10, ONE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING A REFERENCE NETWORK AND A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. SURVEY PROCEDURES MEET OR EXCEED STATE STANDARDS AS SPECIFIED BY W.A.C. 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. ALL MEASURING INSTRUMENTS FOR THIS SURVEY HAVE BEEN MAINTAINED ACCORDING TO MANUFACTURES SPECIFICATIONS AND HAVE BEEN COMPARED WITH A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE LAST 12 MONTHS. LEGAL DESCRIPTION: LOTS 5 AND 6, BLOCK 5, SM17HERS FIFTH ADDITION TO THE TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 33, RECORDS OF KING COUNTY, WASHINGTON. BSBL DISTANCES: QFRONT YARD: 10' QREAR YARD: 10' QSIDE YARD: 4' IMPERVIOUS AREA SUMMARY: WALKWAY = 1,064 SF ROOF TOP =4,313 SF DRIVEWAY = 594 SF TOTAL ON —SITE IMPERVIOUS =5,971 SF TOTAL SITE AREA=9,602 SF SITE IMPERVIOUS (%)=62.2% Know what's below. call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. VICINITY MAP 1 "-1000' PROJECT TEAM: OWNER/APPLICANT ENGINEER: SURVEYOR: GE07ECHNICAL ENGINEER: YVONNE BUI CASTLE DEVELOPMENT, LLC 62010 1297H PL SE BELLEVUE, WA 98006 (206) 280-2272 COSTA PHILIPPIDES, PE ENCOMPASS ENGINEERING & SURVEYING 165 N.E. JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 TIMOTHY A. GRIFFIN, PLS TYEE SURVEYORS 17544 MIDVALE AVE N SUITE 107 SHORELINE, WA 98133 (206) 525-3660 BERNARD P. KNOLL, PE AGES ENGINEERING PO BOX 935 PUYALLUP, WA 98371 (253) 845-7000 SITE ADDRESS: UNIT A: 538 SHATTUCK AVE S UNIT B. 534 SHATTUCK AVE S UNIT C. 530 SHATTUCK AVE S RENTON, WA 98057 SITE AREA: 9,602 SF (0.220 ACRES) ZONING: R-14 UTILITY INFORMATION: SEWER/WATER. CITY OF RENTON (425) 430-6852 ELECTRIC/GAS: PSE 1-888-225-5773 FIRE DISTRICT: RENTON REGIONAL FIRE AUTHORITY (425) 430-7000 SHEET INDEX SHEET SHEET TITLE 1 AS -BUILT COVER SHEET 2 AS -BUILT TESC DEMOLITION AND TREE RETENTION PLAN 3 AS -BUILT TESC DETAILS 4 AS -BUILT PRELIMINARY GRADING AND DRAINAGE PLAN 5 AS -BUILT OVERALL UTILITY PLAN 6 AS -BUILT CONSTRUCTION DETAILS 7 AS -BUILT CONSTRUCTION DETAILS DWG# R-421501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASTLE DEVELOPMENT TOWNHOMES AS -BUILT COVER SHEET DATE: 09/29/20 FIELDBOOK: PAGE: SHEET: OF: 1 7 W U C/) U-1 G O z O z U-1 G n O J W > LU J I— U) a U