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Home My WebLink AboutR-41810100 O W f— W SURVEY LEGEND: FOUND MONUMENTIN CASE ® FOUND RAIL ROAD SPIKE ® SET MAG. NAIL MEASURED CALCULATED PER ROS 20071106900003 WATER VALVE FIRE HYDRANT ® WATER METER OS SEWER MANHOLE ❑ CATCH BASIN ® AREA DRAIN o MAIL BOX P POWER VAULT JUNCTION BOX POWER POLE WITH LIGHT ❑ T TELEPHONE RISER 0 COMMUNICATION MANHOLE SIGN ROCK WALL POWER POLE GUIDE ANCHOR - P P UNDERGROUND POWER LINE OVERHEAD POWER LINE - Po Po FIBER OPTIC LINE - w w WATER LINE STORM LINE SEWER LINE WOOD FENCE DECIDUOUS TREE CONCRETE ASPHALT LEGAL DESCRIPTION: THE WEST 139 FEET OF THE EAST 493 FEET OF TRACT 332, C.E. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. HORIZONTAL DATUM: NAD 83/91 ESTABLISHED BY HOLDING CITY OF RENTON PUBLISHED CONTROL MONUMENTS #226 AND #1839. BASIS OF BEARINGS: BASIS OF BEARING: HELD THE BEARING OF S 00'33'33" W BETWEEN THE ABOVE NOTED BASIS OF POSITION AND THE FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE AT THE CENTERLINE INTERSECTION OF JONES AVENUE AND NE 20TH STREET (ALSO KNOWN AS CITY OF RENTON CONTROL POINT #1839). DOWN 0.5 FEET. VERTICAL DATUM: NA VD 88 BENCH MARKS: CITY OF RENTON SURVEY CONTROL POINT #1839 (AS DESCRIBED FOR BASIS OF BEARING). ELEVATION = 279.17 FEET SITE BM #1: SET MAG NAIL AND WASHER IN NE 24TH STREET 4.2 FEET NORTH OF THE SOUTH EDGE OF PAVEMENT AND 9.2 FEET NW OF THE WEST END OF A 4' CHAIN LINK FENCE. ELEVATION = 256.39 FEET SITE BM #2: SET MAG NAIL AND WASHER IN NE 24TH STREET NEAR THE WEST PROPERTY LINE, 0.9 FEET NORTH OF THE SOUTH EDGE OF PAVEMENT AND 21 FEET WEST OF A UTILITY POLE. ELEVATION = 247.19 FEET UTILITY DISTRICT INFORMATION: WATER/SEWER: CITY OF RENTON (425) 430-7339 FIRE DISTRICT. RENTON REGIONAL FIRE AUTHORITY (425) 430-7000 CABLE TV. • COMCAST (800) 934-6489 GAS/ELECTRIC: PUGET SOUND ENERGY (888) 321-7779 Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA Y8027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433 A PORTION OF THE SE 114 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTON CONDITIONS OF APPROVAL: 1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL REQUIRED INSPECTIONS COMPLETED FOR THE REMOVAL OF THE EXISTING RESIDENCE PRIOR TO THE RECORDING OF THE SHORT PLAT. 2. A FINAL DETAILED LANDSCAPE PLAN SHALL BE PROVIDED AT THE TIME OF CIVIL CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. LANDSCAPING PROPOSED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO THE RECORDING OF THE SHORT PLAT, ONSITE LANDSCAPING SHALL BE INSTALLED PRIOR TO FINAL BUILDING INSPECTION FOR THE NEW HOMES TO BE CONSTRUCTED ON THE PROPOSED LOTS. 3. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AT THE TIME OF CIVIL CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 0 5 10 20 SCALE 1 " = 20' DESIGNATED EMERGENCY VEHICLE TURNAROUND PER CITY OF RENTON 20' FIRE PREVENTION BUREAU STANDARD TAX PARCEL 052305-9037 TAX PARCEL 052305-9062 z 1412 N 24TH ST. 2407 MEADOW AVE. N TAX PARCEL 052305-9041 R-6 R-6 W 1512 N 24TH ST. SITE B.M. #2 f w R-6 I IQ of i I STA 12+20.00, 0.00, EL.=247.19' J a ° SITE B.M. #1 N=190132.13 - EL. = 256.39' FIRE TURN E=1302659.56 ° A RADIUS=25' - - FIRE TURN / W 45' STA 9+70.00, 0.00' - - - - - - - RADIUS=25' / / o \ N=190123.60 - - --- W, - - - / E=1302909.41 15' r::::�- - - - - - --- - -- -,o„ L .... I I I- — — — FIRE TURN \ � \ X W — _ - - - - — — — — — — .2so oo'_ �:.... — — �....... N 24TH ST. I RADIUS=45 i\ — �► ..., 12+20 12 00 .......--� __�.__ ............ �ESIDENTtA-L.--eOttEET ........ — 20 — 45' ..��— ....Ir 777�45' .. ............... ............... ............ .. .........................'................. N88"02'41"W ...................... _ _.. ' ;-.r.,- .—.._ . — — — 11 + . — .— .— f. a5'. .........................................................................................i, -.:.�o+: "- 120' ..... 00......�........... ........ - - - - _. g+.7 ........ --------- �..................... _. . ° L _............................................. ...................... ':........... .... .....................I. ,A,.... 5'R----------- --- ----- 11. O.W. - -- -- a FIRE UR------------ ---------- o `S88'02'41 E 139.04' R = d. 66.92' 72.12' A A TAX PARCEL 334450-0235 1409 N 24TH ST. R-6 0 DISCREPANCIES: LOT 2 9,536 S. F. LOT 1 10,277 S. F. TAX PARCEL 334450-0234 C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN #5 L——————————— — — ---� N88°02'41' W 139.04' TAX PARCEL 334450-0250 2219 MEADOW AVE. N R-6 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. 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 THE 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. 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. S AME,S OF WASX1 CID z 38285 ISTF �SSIONAL E��l 10/1912023 I N0. I REVISION I BY ►A 72.12' o TAX PARCEL 334450-0230 1509 N 24TH ST. R-6 AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 11/10/22 (DATE SIGNED) BY: KEVIN M. REESE 1011912023 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR SURVEYED: KMR SCALE: 1.,= 20, DESIGNED: SRS DRAWN: CVP ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: CJA DATE A P P R APPROVED: CJA BUILDING SETBACK TABLE: ZL 25' FRONT YARD S COMBINED 15' NOT LESS THAN 5' SIDE YARD R 25' REAR YARD FIRE SPRINKLER NOTE: ALL HOMES REQUIRE AN APPROVED FIRE SPRINKLER SYSTEM SEPARATE PLANS AND PERMITS SHALL BE SUBMITTED TO THE RENTON REGIONAL FIRE AUTHORITY FOR REVIEW AND PERMITTING SHEET INDEX" TITLE NO. COVER SHEET AND HORIZONTAL CONTROL 1 TOPOGRAPHIC SURVEY 2 TESC, DEMOLITION, AND TREE PROTECTION PLAN 3 TESC DETAILS 4 GRADING, DRAINAGE, UTILITY PLAN & PROFILE 5 GRADING PLAN 6 CONSTRUCTION DETAILS 7 CONSTRUCTION DETAILS 8 CONSTRUCTION DETAILS 9 Know what's below. R - 418101 Call before you dig. VERHORIZONTALTICAU NAD NAV1913388 RCITY OF RENTON NWOF DATUM Planning/Building/Public Works Dept. N 28TH ST NE 28TH ST FV NE27TH CT N 27TH oLCT Q a o 0 W N 26TH ST = z U-) W � Q Qk- cn a z z o U W N 24TH ST NE 24TH ST SI TE W Z NE 23RD ST Q S2 VICINITY MAP N. T. S. PROJECT TEAM: APPLICANT. • SUKHJINDER MANGAT 10623 SE 279TH STREET KENT, WA 98030 (253) 236-6819 ENGINEER/SURVEYOR: CHAD ALLEN PE, KEVIN REESE PLS ENCOMPASS ENGINEERING & SURVEYING 165 NE JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 ARBORIST: ROBERT LAYTON LAYTON TREE CONSULTING, LLC P.O. BOX 572 SNOHOMISH, WA 98291 (425) 220-5711 GEOTECH: PHIL HABERMAN. PE COBALT GEOSCIENCES P.O. BOX 82243 KENMORE, WA 98028 (206) 331-1097 LANDSCAPE. JEFF VARLEY VARLEY VARLEY VARLEY 19819 30TH DRIVE SE BOTHELL, WA 96012 (425) 446-9430 ON -OFF SITE IMPERIOUS / PERVIOUS SURFACE SUMMARY. PGIS = 3,199 SF SIDEWALK = 603 SF ROOFTOP = 10,147 SF NEW/REPLACED PERVIOUS = 9,693 SF TOTAL NEW IMPERVIOUS = 8,653 SF TOTAL LIMITS OF CONSTRUCTION = 23,642 SITE DATA: SITE ADDRESS: 1415 N 24TH ST RENTON, WA 98056 GROSS AREA: 21,412 SF (0.49 AC) NET AREA: GROSS -ROW = 19,813 SF (0.45 AC) TAX PARCEL: 334450-0234 CRITICAL AREA: AQUIFER PROTECTION AREA ZONE 2 WELLHEAD PROTECTION AREA ZONE 1 MODIFIED ZONING: R-6 SCHOOL DISTRICT. RENTON #403 (425) 204-2300 ALLOWED DENSITY: 3-6 DU/NET AC PROPOSED DENSITY.• 4 DU/NET AC MIN LOT SIZE: 7,000 SF MIN LOT WIDTH: 60' MIN LOT DEPTH: 90' MAX. BUILDING COVERAGE. 409 MAX. IMPERVIOUS SURFACE: 55% MAX. HEIGHTS: 2 STORIES / 24' TREE DENSITY REQUIREMENT (2) SIGNIFICANT TREES PER 5,000 SF N COMPLIANCE WITH CITY OF RENTON STANDARDS MANGAT SHORT PLAT ASBUIL TS COVER SHEET AND HORIZONTAL CONTROL d- O O U �2 W Q_ f— Q J 0 DATE: 1011912023 FIELDBOOK: N/A PAGE: NIA Q DRAWING NO: 20547 SHEET:1 OF: 9