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HomeMy WebLinkAboutR-421201OFFS T I Nt I 0 W rr LU O rr n z r= V a N C 0 / 00 N / 0 0 0 "- W 5 45 iT SURVEY INFORMATION HORIZONTAL DATUM: NAD 83/91 PER CITY OF RENTON BASIS OF BEARING: SOUTH 89'33'18" EAST, ALONG THE MONUMENTED CENTERLINE OF N.E. 12TH ST. (C.O.R. MONS. 0071 & 0057) VERTICAL DATUM: NAVD 88 BASIS OF ELEAVTION (NAVD 88L C.O.R. MONUMENT 0250 AT INTERSECTION OF ABERDEEN AVE. N.E. 7 N.E. 16TH ST. ELEV = 307.10 US FEET (93.606 MTRS PER C.O.R.) 1 Cn A 1 1"1CQ/1�I�T1/1A 1 (PER EQUITY TITLE OF WASHINGTON, LLC FILE NO. 20-101847, DATED MAY 8, 2020 AT 08:OOAM) LOT F OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA 01-014-LLA, AS PER LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20010418900004, IN KING COUNTY, WASHINGTON, BEING A PORTION OF TRACT 246 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. IL IlnrP9\ 1Ir%I In A P9r A. DEVELOPER/OWNER MAINVUE WA, LLC 121 3RD AVE KIRKLAND, WA 98033 CONTACT: ALLISON ROTHSTEIN ENGINEER/PLANNER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: TRENTON SKODA / BARRY TALKINGTON / IVANA HALVORSEN / OWEN HILLE ARBORIST WASHINGTON FORESTRY CONSULTANTS, INC. 1919 YELM HIGHWAY SE OLYMPIA, WA 98501 (360) 943-1723 CONTACT: GALEN M. WRIGHT GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW 1805-136TH PLACE N.E., SUITE 201 BELLEVUE, WA 98005 (425) 284-3300 FAX (425) 449-4711 CONTACT: SCOTT RIEGEL ►.� WIml=IEMMAw`rrm\qra71 PREDEVELOPED IMPERVIOUS SURFACE BSBL AREA = 0.21 ACRES (9,100 SF) SF AC DEVELOPED NET NEW IMPERVIOUS SURFACE AREA = 1.12 ACRES (45,800 SF) TOTAL DEVELOPED IMPERVIOUS SURFACE AREA = 1.33 ACRES (54,900 SF) RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: 1.33/1.79 ACRES = 0.74 UTILITY EASEMENT (All Utilities Public and Private) PUBLIC STORM DRAINAGE EASEMENT PRIVATE STORM DRAINAGE EASEMENT PUBLIC WATERLINE EASEMENT PUBLIC SANITARY SEWER EASEMENT PRIVATE SANITARY SEWER EASEMENT SIDEWALK EASEMENT RIGHT-OF-WAY BUILDING SETBACK LINE SQUARE FEET ACRE(S) FIRE SPRINKLER NOTE ALL LOTS TO BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLERS UTILITIES/SERVICES WATER/SEWER: GARBAGE/RECYCLE: CITY OF RENTON REPUBLIC SERVICES 1055 S GRADY WAY 212 WELLS AVE S., SUITE 104 RENTON, WA 98057 RENTON, WA 98057 (425) 430-6852 (206) 777-6440 POWER/GAS: PHONE: PUGET SOUND ENERGY CENTURY LINK 8001 SOUTH 212TH STREET 23315 66TH AVENUE SOUTH KENT, WA 98032 KENT, WA 98032 (253) 395-7065 (253) 372-5388 SCHOOL: FIRE: . RENTON SCHOOL DISTRICT # 403 CITY OF RENTON 300 7TH STREET 18002 108TH AVE SE TR RENTON, WA 98057 RENTON, WA 98055 (425) 204-2300 (425) 276-9500 AS-BUILTS COVER SHEET OF BRENNON LANDINGVAUGHN TR T PROPER T US A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. w I/1T�n CITY OF RENTON, KING COUNTY, WASHINGTON (C.O.R. 0250) _ (VERTICAL B.M., ELEV. = 93.606 MTR.) FND. MON IN CASE W/ 2" BRASS DISC & "X" AT NE 16TH ST. DOWN 0.6' --------- n ,ter 0 25' 50' 100' FND. 1 /2" REBAR &YELLOW CAP "DEA 17663" AT CORNER POSITION SCALE: 1 "-50' (FENCE 0.8' NORTH OF FND. CORNER) I NE 15TH ST '>9 PRIVATE W w a- Z o I-` o = r^S` ao m w I I W Da a' - - - - W --- m w Uj BLA 1 - 4 NOTE BLA 1 -4 TO UNDERGO BOUNDARY LINE ADJUSTMENTS WITH NEIGHBORING PROPERTIES. `✓t(1�` ASS ) \ r` v ;•r_ n\vim n r^ (C.O.R. 0071) FND MON IN CASE 2" BRASS W/ "X" DOWN 0.65' I I I -----r-------��_----_ \ `ice �\^.,•''a�i' SHEET INDEX: NE 12TH ST - FND MON IN CASE AT ABERDEEN AVE. & N.E. 12TH ST. INTERSECTION N/-BLA 1 n J,v BLA 2 TRACT A LANDSCAPE a 0 Z n, o r., ry\\���U nns'i BLA 3 r\ n J,v BLA 4 -------- ` \,` r �^r r a,v I I Z a Z J m W z a z 0 L U Y M ST NE 131 1. TAX #: 334390-1680 2. GROSS SITE AREA: ±73,114 SF (f 1.68 AC) 405 3. SITE ADDRESS: 1400 ABERDEEN AVE NE tiF 4. EXISTING USE: SINGLE FAMILY RESIDENCE 5. PROPOSED USE: 8-LOT SINGLE FAMILY RESIDENTIAL SHORT PLAT 6. EXISTING ZONING: R-8 (8 DU/AC) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: RESIDENTIAL MEDIUM DENSITY 8. MIN. DENSITY: 4 DU/AC 9. MAX DENSITY IF NO ALLEYS: 6 DU/AC 10. MIN LOT WIDTH: 50 FEET W W Z z it a b, NE 1 PL i m� N VICINITY MAP 0 a Ln T CO O T N T 11. MIN CORNER LOT WIDTH: 60 FEET CONSTRUCTION RECORD 12. MIN LOT DEPTH: 80 FEET DRAWING 13. MIN LOT AREA: 5,000 SF THIS CONSTRUCTION RECORD DRAWING IS A COPY 14. MIN LOT FRONTAGE: 80 PERCENT = 40 FEET OF THE APPROVED CONSTRUCTION DRAWINGS 15. REQUIRED MIN. SETBACKS: PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO FRONT: 20 FEET REFLECT ASBUILT CONDITIONS. THE INFORMATION SECONDARY FRONT: 15 FEET (CORNER LOT) PROVIDED ON THESE RECORD DRAWINGS IS A C� INTERIOR: 5 FEET COMBINATION OF THE FIELD SURVEYED INFORMATION T REAR: 20 FEET (5 FEET AT CORNER LOTS) AND DOCUMENTED FIELD REVISIONS. O 16. MAX IMPERVIOUS COVERAGE: 65 PERCENT O 17. MAX BUILDING COVERAGE: 50 PERCENT 18. MAX BASE HEIGHT OF BUILDINGS: 24 FEET TO WALL PLATE / 2 STORIES (V 19. MAX FENCE/RETAINING WALL HEIGHT: 6 FEET Q 20. REQUIRED PARKING: TWO STALLS/LOT J 21. REQUIRED LANDSCAPE BUFFER: 10 FEET AT PUBLIC STREET(S) 22. REQUIRED YARD TREES: 2 TREES PER 5,000 SF OF LOT AREA (2 TREES PER LOT) 23. TREE RETENTION: 30 PERCENT OF EXISTING TREES (ARBORIST TO DETERMINE HEALTHY TREES) 24. SOIL TYPE: INDIANOLA LOAMY SAND (INC) 25. ALLEYS PREFERRED: REQUIRED IN R-8 ZONE WHEN FEASIBLE IF ALLEYS ARE FEASIBLE/PRACTICAL AND NOT USED, ALLOWED DENSITY IS REDUCED TO 6 DU/AC. ALLEYS ARE NOT PROPOSED AREAS/DENSITY LEGEND GROSS SITE AREA: f73,114 SF ADJUSTED GROSS SITE AREA: ±71,649 SF (POST BLA: 73,114 - 1,465) ROW DEDICATION: t0 SF ONSITE PUBLIC ROAD: ±12,993 SF NET SITE AREA: ±71,649 - f 12,993 = ±58,656 f 1.35 AC (ADJUSTED GROSS LESS ROADS) ALLOWED DENSITY: 57,350 (1.35 AC) X 8 DU/AC = 10 LOTS MAX DENSITY IF NO ALLEYS: 6 DU/AC = 8 LOTS MIN DENSITY: 58,656 SF (1.35 AC) X 4 DU/AC = 5 LOTS PROPOSED DENSITY: 8 LOTS = 5.93 DU/AC (ROUNDS TO 6 DU/AC PER DEFINITIONS 4-11-040 DENSITY, NET) ALL FRACTIONS WHICH RESULT FROM NET DENSITY CALCULATIONS SHALL BE TRUNCATED AT TWO (2) NUMBERS PAST THE DECIMAL (E.G., 4.5678 BECOMES 4.56). CALCULATIONS FOR MINIMUM OR MAXIMUM DENSITY WHICH RESULT IN A FRACTION THAT IS ONE-HALF (0.50) OR GREATER SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER. THOSE DENSITY CALCULATIONS RESULTING IN A FRACTION THAT IS LESS THAN ONE-HALF (0.50) SHALL BE ROUNDED DOWN TO THE NEAREST WHOLE NUMBER. J _ 1 OF 40 AS-BUILTS COVER SHEET LANDSCAPE PLANS 1 RECORD DRAWINGS AS BUILT I RK 2 REVISION PER COMMENTS DATED 6/30/23 1 RK BENCHMARKFOUND DATUM F„ BRASS DOME IN MONUMENT IN MONUMENT NIN CASE I WITH BRASS AT DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 REVISION m 2 OF 40 AS-BUILTS CONDITIONS OF APPROVAL AND ROAD SECTIONS 32 OF 40 AS-BUILTS TREE RETENTION PLAN 3 OF 40 AS-BUILTS EXISTING CONDITIONS PLAN 33 OF 40 AS-BUILTS LANDSCAPE PLAN 4 OF 40 AS-BUILTS EXISTING CONDITIONS PLAN - OFFSITE 34 OF 40 AS-BUILTS LANDSCAPE NOTES 5 OF 40 AS-BUILTS OVERALL SITE PLAN 35 OF 40 AS-BUILTS LANDSCAPE DETAILS 6 OF 40 AS-BUILTS HORIZONTAL CONTROL PLAN WALL PLANS 7 OF 40 8 OF 40 AS-BUILTS TESC PLAN AS-BUILTS TESC PLAN - OFFSITE 36 OF 40 AS-BUILTS LOCK AND LOAD WALL DESIGNS AND NOTES 9 OF 40 AS-BUILTS TESC NOTES AND DETAILS 37 OF 40 AS-BUILTS ROCKERY DETAILS AND NOTES 10 OF 40 AS-BUILTS TESC NOTES AND DETAILS ILLUMINATION PLANS 11 OF 40 AS-BUILTS DETAILED GRADING PLAN 12 OF 40 AS-BUILTS SITE CROSS SECTIONS 38 OF 40 AS-BUILTS ILLUMINATION PLAN 13 OF 40 AS-BUILTS COMPOSITE UTILITY PLAN 39 OF 40 AS-BUILTS ILLUMINATION DETAILS 14 OF 40 AS-BUILTS ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A 40 OF 40 AS-BUILTS ILLUMINATION DETAILS 15 OF 40 AS-BUILTS ROAD AND DRAINAGE PLAN AND PROFILE - ABERDEEN AVE NE 16 OF 40 AS-BUILTS ADA RAMP DETAILS 17 OF 40 AS-BUILTS NE 16TH ST OFFSITE WALKWAY DETAILS 18 OF 40 AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS 19 OF 40 AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS 20 OF 40 AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS 21 OF 40 AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS 22 OF 40 AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS 23 OF 40 AS-BUILTS CHANNELIZATION PLAN 24 OF 40 AS-BUILTS WATER AND SEWER PLAN AND PROFILE 25 OF 40 AS-BUILTS WATER AND SEWER PLAN AND PROFILE 26 OF 40 AS-BUILTS SEWER NOTES AND DETAILS 27 OF 40 AS-BUILTS SEWER NOTES AND DETAILS 28 OF 40 AS-BUILTS WATER NOTES AND DETAILS 29 OF 40 AS-BUILTS WATER NOTES AND DETAILS CALL BEFORE YOU DIGS 30 OF 40 AS-BUILTS TREE RETENTION PLAN 1-800-424-5555 31 OF 40 AS-BUILTS TREE RETENTION DETAILS 5/4/22 BJT sUWEAM' SCALE: vERllrau_ NAw 19li� 7/7/23 BJT 1 "=50' HORRNUL• NAD I W 1991 . oEM . CITY OF WAwN: RENTON RK ONE INCH DATU M cHE BJT AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH DATE APPR scALE AtxORDINGLY BJT �2010�41, s F01STERN S�0NA 7/7/202-3 V C 0 v .. i _ O - � O m .9 0 I m C � C LLI C N N M < 00 N m 73 01 N 0) U-) i i U) a-7 N N /m W r0, V r Y R-421201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS COVER SHEET VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 H H T N IO��1C L.L rr W 0_00 OM T � N z0 DAM = Z 7/7/2023 m FlELDB001C 0 PACE: a IMMING NO. \ Uj SHEEN 1 OF: w ^ U L}V m