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HomeMy WebLinkAboutR-404801LEGAL DESCRIPTION (NEW PARCEL A PER PENDING BLA NO. -) PARCEL A A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 4; THENCE SOUTH 01'55'35" WEST, ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 4 FOR A DISTANCE OF 491.28 FEET; THENCE NORTH 88'21'14" WEST, 30.00 FEET TO A POINT ON THE WEST LINE OF THE EAST 30.00 FEET OF SAID NORTHEAST QUARTER; THENCE CONTINUING NORTH 88'21'14" WEST, A DISTANCE OF 1,286.50 FEET TO THE WEST LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE NORTH 01'35'49" EAST, ALONG SAID WEST LINE FOR A DISTANCE OF 490.77 FEET TO THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE SOUTH 88'22'34" EAST, ALONG SAID NORTH LINE FOR A DISTANCE OF 1,129.32 FEET TO THE WEST LINE OF THE EAST 190.00 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE SOUTH 01'55'35" WEST, ALONG SAID WEST LINE FOR A DISTANCE OF 8.00 FEET; THENCE SOUTH 88'22'34" EAST, A DISTANCE OF 160.00 FEET THE WEST LINE OF THE EAST 30.00 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE SOUTH 01'55'35" WEST, ALONG SAID WEST LINE FOR A DISTANCE OF 483.27 FEET TO THE POINT OF BEGINNING; EXCEPT THE FOLLOWING DESCRIBED PORTION OF THE ABOVE DESCRIBED PORTION OF LAND: COMMENCING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PORTION OF LAND; THENCE NORTH 06'36'37" WEST, A DISTANCE OF 70.73 FEET TO THE POINT OF BEGINNING; THENCE NORTH 01'55'35" EAST, A DISTANCE OF 225.79 FEET TO A POINT OF CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET AND A CENTRAL ANGLE OF 90'09'36"; THENCE NORTHWESTERLY ALONG THE ARC A DISTANCE OF 31.47 FEET; THENCE NORTH 88'04'25" WEST, A DISTANCE OF 43.49 FEET TO A POINT OF CURVE TO THE LEFT HAVING A RADIUS OF 223.50 FEET AND A CENTRAL ANGLE OF 20'44'32"; THENCE WESTERLY ALONG THE ARC A DISTANCE OF 80.91 FEET; THENCE SOUTH 01'38'45" WEST, A DISTANCE OF 232.00 FEET; THENCE SOUTH 88'21'15" EAST, A DISTANCE OF 141.57 FEET TO THE POINT OF BEGINNING. TREE PROTECTION: THE PROPOSED PROJECT IS REQUIRED TO SAVE AND PROTECT TREES ONSITE. CONTRACTOR SHALL REVIEW THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS, INC. DATED (12/15/17). FOR FURTHER DETAIL PLEASE REFER TO SHEET 57 TO 68 OF THIS PLAN SET. ASSOCIATED BUILDING PERMITS CIVIL CONSTRUCTION PERMIT NO.: C18006619 EARLY CLEAR & GRADE PERMIT NO.: ROCKERY RETAINING WALLS PERMIT NO.: LOCK+LOAD RETAINING WALLS PERMIT NO.: DETENTION VAULT PERMIT NO.: AREA TABLE TRACT/USE AREA (SF) A DRAINAGE, LANDSCAPING, AND UTILITIES 37,647 B OPEN SPACE 10,993 C OPEN SPACE 16,942 D OPEN SPACE 2,948 E OPEN SPACE 188,249 PUBLIC STREET 88,673 LOT AREA 251,300 TOTAL AREA 1596,752 SF EXISTING: 0 U cn Q Ln 00 N N CD N CD w E 0 0 0 0 1 n 00 0 0 0 / m 00 i CD CD CD 00 / U N n > 0 O Q 1ii j Lq a) a i LEGEND: POWER VAULT LUMINAIRE (LUM.) POWER METER POWER POLE JUNCTION BOX (AS NOTED) CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) GAS VALVE WATER VALVE (WV) FIRE HYDRANT (FH) WATER METER SIGN WELL GUARD POST (GP) FLAG POLE (FP) MAILBOX SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) FOUND LEAD/TACK CONCRETE GRAVEL PAVEMENT DATUM HORIZONTAL DATUM: NAD '83/'11 EXISTING SEPTIC TANK CONTRACTOR SHALL LOCATE THE EXISTING TANK AND DRAINFIELD PRIOR TO CONSTRUCTION TO VERIFY IF IT CAN REMAIN. IF TANK OR DRAINFIELD ARE IN CONFLICT THE TANK OR DRAINFIELD SHALL BE REMOVED UNDER DOE GUIDELINE. BASIS OF REARING n nr�� �u T ��� irr� r+� �rrT N SHEET INDEX: (NAD 83/91) ASBUILT COVER SHEET 1 OF 89 SOUTH 01'56'06" WEST, AS MEASURED BETWEEN CITY OF RENTON 2 OF 89 HORIZONTAL CONTROL MONUMENT NO'S 1838 AND 1891. OF 3 OF 89 4 OF 89 DATUM FOREST PLAT 5 OF 89 6 OF 89 HORIZONTAL DATUM: NAD '83/'„ A PORTION OF SECTION 04 TOWNSHIP 23 N. RANGE 05 E. W.M. 7 of s9 CITY OF RENTON CONTROL: + > > 8 OF 89 HORIZONTAL STATION - HORIZONTAL STATION - #7168 CITY OF RENTON, KING COUNTY, WASHINGTON s of 89 10 OF 89 VERTICAL DATUM: 11 OF 89 NAVD '88 PER CITY OF RENTON CONTROL: i I 12 OF 89 #1838 ELEVATION = 456.64' I I I I 13 OF 89 #716 ELEVATION = 437.27' I I I I I I 0 25' 50' 100' 14 OF 89 j- I I I 15 OF 89 I_ _ SCALE: 1"=50' 16 OF 89 17 OF 89 - _ _�_--�--F J --- 18 OF 89 19 OF 89 J g5THwA---I ► I -- _ 0 OF 89 SE� z 21 OF 89 I �--- _-�--T- t� ► �-�-- L---� ZQ 22 OF 89 ��__ I I I �--- Ww I -- ----- --- 23 OF 89 I I I I Q� _ 24 OF 89 IHI I I I I r----- I \ SE -I--�) I----{ui-- J j-j I I I L-- I 0Io I--- X25 OF 89 I IWI 1 I I I 1 I Z 1 I 26 OF 89 COL I / V I 1334510 I I �I I--- I �27 OF 89 I I I I 0450 - - F- - - I I I r--- �-T--- �-J 28 OF 89 �SIERRA �� Fr 700800Z� I I 1 KING COUNTY R-4 I 1 29 OF 89 7 \ � I I I I I SHELTON AVE INE , I 4 4 - I 30 OF 89 / 17 8800 � I 334510-0510 1 "3 � 342405 3 2 05 9131 / TRACT D 31 OF 89 778800� I #RACT C I oTRAC P BE I 0423059234 I ^��N�D 9161 1 I 32 OF 89 Ii KING COUNTY I R=6�_ OPEN SPACE 0070 OPEN SPACE I 334510-0460 J � /33 OF 89 FUTURE ALIGNMENT FOR I Cl RENTON R-4 - - KING COUNTY R-4 / 34 OF 89 J _ J - EXTENSION OF SE 96TH PLACE 10 I 128soo-o2201 T� T �-L -r- - -'T;r OF 89 TRACT A - 36 OF 89 T I I I I SE 96TH PLACE 9 8 7 s 5 4 3 2 1 DRAINAGE FACILITIES N CD T I LONGS PL T - � - �- 37 OF 89 042305-9002 NE 27TH P NE 27TH PLACE - - -I 38 OF 89 L �- (D CD T �T - - 39 OF 89 I II II-------------- 12 13 I 14 N�Z Not I I I I I I 140 OF 89 1 _ 15 16 17 18 19 20 21 22 23 24 Z °' 0- Z --I- -I -J� _ j 41 OF 89 WESTERN HILLS I 042305-9314 I W N o a 10.5' RIGHT OF WAY I I 42 OF 89 I I I CD m 1 DEDICATION I 43 OF 89 I I I J TRACT E 1032305-9156 I 1 44 OF 89 OPEN SPACE 88 ZM880920 I I 45 OF 89 o040J005o I 46 OF 89 -�--L ---------_z / / PSP&L 800 00 �I I---r47 OF 89 TRANSMISSION 880929- - 48 OF 89 NOTES 1. LOTS 10, 11, 12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS 2. CLEARING AND GRADING IS LIMITED TO MAY 1 THROUGH SEPTEMBER 30. 3. CONCURRENT WITH GRADING OPERATIONS CONTRACT SHALL POT HOLE EXISTING 36" SPU WATER MAIN WITHIN UNION AVE NE TO VERIFY HORIZONTAL AND VERTICAL LOCATION. SEE SHEETS 23 AND 24 FOR FURTHER DETAIL. 1- - T O Di / LINE ESMT o02o UNION RIDGE U I 0 / AFN 2516604 88�921�L - I I 49 OF 89 a iZ / AFN 5722998 0010 � I � - T - 50 OF 89 L - -�- - // AFN 7301150410 oI (- 1 I I I I 51 OF 89 I-- // col I III I I I I 52 OF 89 SIERRA HEIGHTS 042305-9313 / Ol - -L _� 53 OF 89 ELEMENTARY SCHOOL _ 54 OF 89 I / I/ V 042305-9069 r- �_ �_ 55 OF 89 �- -T / I � � I � � I 56 OF 89 57 OF 89 I I- I �559 OF 89 8 OF 89 T --TT--------- 60 OF 89 / HOLEY C EEK E ST PROPOSED: EXISTING: -w- -w WATER LINE SANITARY SEWER LINE PROPOSED: W STORM DRAINAGE LINE -OAs CAS- GAS LINE r(uc) TELEPHONE UNDERGROUND P(UG) POWER UNDERGROUND ® P(OH)- POWER OVERHEAD X CHAIN LINK FENCE - O BARBED WIRE FENCE WOOD FENCE N CE= ROCKERY RETAINING WALL C:Icc�o LOCK AND LOAD RETAINING WALL i .......... 470......... CONTOUR (MAJOR) 466......... ����`�`38 CONTOUR (MINOR) GUARD RAIL/CABLE FENCE PROJECT BOUNDARY LINE 0 SECTION LINE - - - RIGHT-OF-WAY CENTERLINE - PROPOSED LOT LINE • EASEMENT LINE ` BSBL LINE BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 FOUND PUNCHMARK IN �" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 DISTURBED AREA: 462,717 SF. 10.62 AC AIr1TCQ 1. TAX #: 042305-9142 2. SITE AREA: ±596,752 S.F. (f 13.70 AC) 3. SITE ADDRESS: 2611 UNION AVENUE NE 4. EXISTING USE: SINGLE FAMILY RESIDENTIAL 5. PROPOSED USE: 25-SINGLE FAMILY RESIDENTIAL SUBDIVISION 6. EXISTING ZONING: R-4 (4 DU/ACRE) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: RDL (RESIDENTIAL LOW DENSITY) 8. REQUIRED MIN LOT SIZE: 9000 SF 9. REQUIRED MIN. LOT WIDTH: 70 FEET CORNER LOT: 80 FEET 10. REQUIRED MIN LOT FRONTAGE: 64 FEET 11. REQUIRED MIN. LOT DEPTH: 100 FEET 12. REQUIRED MIN. SETBACKS: FRONT: 30 FEET* REAR: 25 FEET SIDE YARD: COMBINED 20 FEET WITH NO LESS THAN 7.5 FEET ON EITHER SIDE SIDE STREET: 30 FEET 13. MAX BUILDING COVERAGE: 35 PERCENT 14. MAX IMPERVIOUS SURFACE: 50 PERCENT 15. MAX BUILDING HEIGHT: 32 FEET WALL PLATE AND 3 STORIES *(MAY BE REDUCED TO 20 FEET WHEN PARKING IS PROVIDED IN THE REAR YARD VIA PUBLIC ROW OR ALLEY) RECORD DRAWINGS AS BUILT REVISION \ I f I 1 61 OF 89 62 OF 89 OWNER 63 OF 89 64 OF 89 MARION ANN VANDERMAY TRUST 65 OF 89 UNION AVE NE 66 OF 89 AREAS LEGEND RENTON, RENTON, WA 98056 67 OF 89 PROPOSED NUMBER OF LOTS: 25 ENGINEER/PLANNER 68 OF 89 ZONING OF THE SUBJECT SITE: R-4 BARGHAUSEN CONSULTING ENGINEERS, INC. GROSS SITE AREA: ±596,752 S.F. (t13.70 AC) (POST BLA) 18215 72ND AVE. SOUTH 69 OF 89 KENT, WA 98032 70 OF 89 SQUARE FOOTAGE OF LAND IN LOTS: 251,300 S.F. (425) 251-6222 71 OF 89 SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 0 SF** FAX (425) 251-8782 72 OF 89 CONTACT: BARRY TALKINGTON, PE SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: 0 SF IVANA HALVORSEN 73 OF 89 SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: 88,673 S.F.** DEVELOPER 74 OF 89 SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS: 5,139 SF 75 OF 89 PULTE GROUP, INC 76 OF 89 (TEMP CDS EASEMENT)** 3535 FACTORIA BLVD S.E., #600 NET SITE AREA: = GROSS LESS ** ITEMS 508,079 S.F. (11.66 AC) BELLEVUE, WA 98006 (425) 216-3428 77 78 OF 89 OF 89 DENSITY PERMITTED BY CODE: 4 DU/AC NET (46.7 UNITS) CONTACT: RYAN KOHLMANN PROPOSED DENSITY: 1.82 DU/AC GROSS SURVEYOR 79 OF 89 80 OF 89 2.14 DU/AC NET AXIS SURVEY & MAPPING 81 OF 89 IMPERVIOUS AREA: PREDEVELOPED IMPERVIOUS SURFACE AREA = 0.25 ACRES (11,000 SF) DEVELOPED NET NEW IMPERVIOUS SURFACE AREA = 4.71 ACRES (233,421 SF) TOTAL DEVELOPED IMPERVIOUS SURFACE AREA = 4.96 ACRES (244,421 SF) RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: 4.96/13.70 ACRES = 0.36 TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: JT BY DATE APPR APPROVED: BJT SCALE: 1 "=200' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 15241 NE 90TH ST 82 OF 89 REDMOND, WA 98052 TEL. 425.823-5700 83 OF 89 FAX 425.823-6700 84 OF 89 CONTACT: STEPHEN PHILLIPS, PLS SHEET INDEX CONTINUED: 85 OF 89 ROCKERY WALL DETAILS 86 OF 89 ROCKERY WALL DETAILS 87 OF 89 ILLUMINATION PLAN 88 OF 89 ILLUMINATION PLAN 89 OF 89 STANDARD PLANS VERTICAL NAVD 119W HORIZONTAL NAD i gavi 991 CITY OF %R RENTON DATU M ' Planning/Building/Public Works Dept. ASBUILT COVER SHEET ASBUILT CONDITIONS OF APPROVAL ASBUILT EXISTING CONDITIONS PLAN ASBUILT OVERALL SITE PLAN SE MAY CREEK PARK D ASBUILT HORIZONTAL CONTROL PLAN sE g51N WAy ASBUILT TESC PLAN �, ASBUILT TESC NOTES AND DETAILS SITE ASBUILT TESC NOTES AND DETAILS ASBUILT DETAILED GRADING PLAN ASBUILT SITE CROSS SECTIONS ASBUILT SITE CROSS SECTIONS ASBUILT COMPOSITE UTILITY PLAN ASBUILT ROAD SECTIONS ASBUILT RETAINING WALL DETAILS ASBUILT RETAINING WALL DETAILS ASBUILT RETAINING WALL DETAILS VICINITY MAP ASBUILT RETAINING WALL DETAILS ASBUILT ROAD + DRAINAGE PLAN + PROFILE - NE 27TH PL ASBUILT ROAD + DRAINAGE PLAN + PROFILE - NE 27TH PL ASBUILT ROAD + DRAINAGE PLAN + PROFILE - NE 27TH PL ASBUILT ROAD + DRAINAGE PLAN + PROFILE - NE 27TH PL ASBUILT ROAD + DRAINAGE PLAN + PROFILE - SHELTON AVE NE ASBUILT ROAD + DRAINAGE PLAN + PROFILE - UNION AVE NE ASBUILT ROAD + DRAINAGE PLAN + PROFILE - UNION AVE NE/132ND AVE ASBUILT ROAD + DRAINAGE PLAN + PROFILE -132ND AVE SE ASBUILT DRAINAGE BYPASS PLAN + PROFILE ASBUILT DRAINAGE FACILITY PLAN + DETAILS ASBUILT DRAINAGE FACILITY DETAILS ASBUILT DRAINAGE FACILITY SECTIONS + DETAILS ASBUILT EVA - OLYMPIC PLAN + PROFILE 0 SE MAY VALLEY RD c_ - a 0 m � a cn Z m ASBUILT EVA -OUTFACE PLAN +PROFILE CONSTRUCTION RECORD ASBUILT ADA RAMP DETAILS DRAWING ASBUILT ADA RAMP DETAILS ASBUILT ADA RAMP DETAILS THIS CONSTRUCTION RECORD DRAWING IS A ASBUILT ROAD DRAINAGE NOTES + DETAILS COPY of THE APPROVED CONSTRUCTION ASBUILT ROAD DRAINAGE NOTES + DETAILS DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN ASBUILT ROAD DRAINAGE NOTES + DETAILS EDITED TO REFLECT ASBUILT CONDITIONS. THE ASBUILT ROAD DRAINAGE NOTES + DETAILS INFORMATION PROVIDED ON THESE RECORD ASBUILT ROAD DRAINAGE NOTES + DETAILS DRAWINGS IS A COMBINATION OF FIELD ASBUILT ROAD DRAINAGE NOTES + DETAILS SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. ASBUILT ROAD DRAINAGE NOTES + DETAILS ASBUILT CHANNELIZATION PLAN ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL ASBUILT SEWER + WATER PLAN + PROFILE - SHELTON AVE NE ASBUILT SEWER + WATER PLAN + PROFILE - UNION AVE NE ASBUILT SEWER + WATER PROFILE - SPU CROSSINGS ASBUILT SEWER + WATER PROFILE - OLYMPIC - OLYMPIC EASEMENT ASBUILT SEWER PLAN + PROFILE ASBUILT SEWER NOTES + DETAILS ASBUILT SEWER + WATER NOTES + DETAILS ASBUILT WATER NOTES + DETAILS ASBUILT WATER NOTES + DETAILS ASBUILT OLYMPIC PIPELINE PROFILE TREE RETENTION ASBUILT TREE RETENTION PLAN ASBUILT TREE RETENTION PLAN ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS LANDSCAPE AND SOIL NOTES PLANTING AND TREE RETENTION NOTES PLANTING PLAN (WEST) PLANTING PLAN (EAST) TREE AND PLANT SCHEDULES LANDSCAPE AND PLANTING DETAILS SCHEMATIC IRRIGATION PLAN (WEST) SCHEMATIC IRRIGATION PLAN (EAST) SCHEMATIC IRRIGATION SCHEDULE AND NOTES SCHEMATIC IRRIGATION DETAILS STRUCTURAL NOTES TYPICAL DETAILS VAULT FOUNDATION PLAN VAULT LID PLAN WALL SECTIONS DETAILS DETAILS Z y 14�1423 p �� �/4:AL' S �`� V O C v O � � O m .� O (0O C Z3 � LJ.I c 0 N M a055N M 4-0 Q 0) tn L\�: Lr) Ln +S f V W V r Y R-404801 IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne ASBUILT COVER SHEET FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 N O O I 00 w co O CD O Q w tZ w (0 U� Q 00 T �O Z DAMw 2/7/2022 m O FlELDBOOK: PAGE () LL J DRAWING NO: �w Q v, SHEET: 1 OF: 89 L.L_ m