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HomeMy WebLinkAboutW-417101I r r LEGAL DESCIRI PTI DN Rl- Q LOT 98, C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEA ME NO. 2, LESS WEST 250 FEET, THEREOF, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. SI TUA TE IN THE COUNTY OF ICING, STATE OF WASHINGTON. LU I- S LJRVEYOR NOTES BASIS OF POSITION. CITY OF RENTON CONTROL POINT NUMBER 1836. FOUND 5 INCH DIAMETER CONCRETE MONUMENT WITH 1/6 INCH BRASS PLUG, DAWN a5 FEET IN A CASE AT THE INTERSECTION OF BURNETTE AVENUE NORTH AND NORTH 307H STREET GRID=GROUND AT THIS POINT ONLY. GRID DISTANCES OBTAINED BY GNSS OBSERVATIONS WERE REDUCED TO GROUND USING THE COMBINA77ON FACTOR OF NAD83191 GRID COORDINATE PER CITY OF RENTON.• NORTHING, 192137.301, EAS77NG 130097Z688 (US SURVEY FEET). BASIS OF BEARING. • HELD THE BEARING OF S 01 48'14" W FROM THE ABOVE (VOTED BASIS OF P05177ON TO CITY OF RENTON CONTROL POINT NUMBER 1866: FOUND 3 INCH BY 3 INCH CONCRETE r MONUMENT WITH A PUNCHED 1/2 INCH BRASS DISC, DOWN 1.1 FEET IN A CASE IN THE CENTERLINE OF BURNETTE A VENUE NOR TH ABOUT 125 FEET SOUTH OF NOR TH 28TH STREET AND ABOUT 15 FEET NORTH OF A PRIVATE ROAD. NAD83/91 GRID COORDINATE PER Cl TY OF RENTON.• NORTHING, 191472.813, EAS17NG 1300956.762(US SURVEY FEET), THIS REPRESENTS A ROTA17ON OF 00.02�4" FROM THE BEARING OF N 015027" E ALONG PARK AVENUE NORTH (SHOWN AS THE BASIS OF BEARING ON THE RECORD OF SURVEY RECORDED IN VOLUME 19J OF SURVEYS; PAGE 283, RECORDS OF KING COUNTY.) THIS CURRENT SURVEY HOLDS THE ROTA 7ED BEARINGS OF SAID ROS 1931283. 1 774E RESUL77NG BEARING ALONG PARK AVENUE NORTH IS N 015321"E 774E FOLLOWING INFORMA77ON WAS REFERENCED IN PREPARING THIS SURVEY: A) C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADD177ON TO SEA TILE NO. 2, VOLUME 11 OF PLATS PAGE 64, RECORDS OF KING COUNTY. B) RECORD OF SURVEY, VOLUME 193 OF SURVEYS; PAGE 283, RECORDS OF KING COUNTY. C) ELSON-AGREN-LINDBERG SHORT PLA T, NO. 193-78, VOLUME 15 OF SURVEYS; PAGE 113, RECORDS OF KING COUNTY. (SOUTH WESTERL Y ADJOINER.) D) BROWN -STRAND SHORT PLAT, NO. 078-77, VOLUME 23 OF SURVEYS, PAGE 148, RECORDS OF KING COUNTY. (NORTHERLY AD 01NER.) E) SHAWN DALY SHORT PLAT, NO. 087-81. VOLUME 44 OF SURVEYS; PAGE 44, RECORDS OF KING COUNTY. (KESTERLY ADJOINER.) F) MA T7HEWS SHORT PLA T. LUA-96-D53-SHP, VOLUME 111 OF SURI/EYS PAGE 184, RECORDS OF KING COUNTY. (SOUTHERLY ADJOINER.) r G) CITY OF RENTON SHORT PLAT NO. LUA-04-O33-SHPL, VOLUME 184 OF SURVEYS, PAGE 169, RECORDS OF KING COUNTY. (SOUTHERLY r ADJOINER.) H) CITY OF RENTON SHORT PLAT NO. L UA - 06- 064- SHPL, VOLUME 260 OF SURVEYS; PAGE 267, RECORDS OF KING COUNTY. CV (NOR THWESTERLY ADJOINER.) 1) J.H. BUDD SHORT PLAT, SH. PL-071-84, VOLUME 42 OF SURVEYS, PAGE 276, RECORDS OF n KING COUNTY. rr J) KING COUNTY ASSESSORS MAP FOR THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 24N, RANGE 5E, W.M. K) CITY OF RENTON SURVEY CONTROL 774E BOUNDARY SHOWN HEREON WAS CALCULATED USING ROS 193/283, HOLDING THE MONUMENT FOUND A T THE INTERSECTION OF NOR7H 38TH STREET AND PARK AVENUE NORTH AND THE ROS BASIS OF BEARING ALONG SAID PARK AVENUE NORTH. THE VARIOUS ADJOINERS WERE INDEPENDENTLY CALCULATED PER 774E LISTED RECORDS, AND THE RESUL77NG FIGURES WERE COMPARED WITH SAID ROS 193/283. THE CALCULATIONS MATCH SAID ROS TO LESS THAN 0 01 OF A FOOT, WITH THE EXCEP77ON OF THE NORTHWEST ADJOINER, WHICH LIES ABOUT 0.15 FEET NORTH OF 774E R05 1931283 CALCULATED BOUNDARY. THIS IS WITHIN THE EXPECTED MEASUREMENT ACCURACIES OF 7HE 77ME AND DOES NOT CONS 77TUTE A MATERIAL DIFFERENCE BETWEEN 7HE SURVEYS ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES. MONUMENTS NOTED AS FOUND WERE FIELD VISITED USING GNSS OBSERVA7ONS ON JUNE 21, 2019. PLA NIUETRIC AND TOPOGRAPHIC INFDRMA 77ON SHOWN HEREON WAS FIELD LOCA 7ED BETWEEN JUNE 21 AND JUNE 24, 2019. UNDERGROUND U77LI77ES SHOWN HEREON ARE PER A COMBINA77ON OF FIELD LOCATED SURFACE OBSERVABLE FEATURES AND RECORDS OF THE APPLICABLE UTILITY PURVEYOR. ALL LOCATIONS SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. VARIOUS LARGE SHRUBS ARE LOCATED ON SITE THESE ARE NOT SHOWN HEREON AS TREES. 774E SUBJECT PROPERTY CONTAINS 39891 SQUARE FEET OR 0.91 ACRES ALL 77ILE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM INFORMATION CONTAINED IN OLD REPUBLIC NATIONAL 777LE INSURANCE COMPANY ORDER NUMBER 5207164446, GUARANTEE NUMBER A 46014- SG W-20150 7, DATED JUNE 5, 2019. IN PREPARING THIS MAP, HUGH G GOLDSMITH AND ASSOCIATES; INC. CONDUCTED NO INDEPENDENT TITLE SEARCH, NOR IS HUGH G. GOLDSMITH AND ASSOCIATES, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON 774E MAP AND DISCLOSED BY THE REFERENCED COMMITMENT. HUGH G. GOLDSMITH AND ASSOCIATES, INC. HAS RELIED WHOLLY ON GRAYS HARBOR T77LE COMPANYS REPRESEN TA T70N OF 774E TITLES COND177ON TO PREPARE THIS SURVEY AND THEREFORE HUGH G. GOLDSMITH AND ASSOCIATES; INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. HDRIZ0NTAL DATUM NAD 83/91, WASHINGTON STATE PLANE COORDINA7ES — NORTH ZONE, BASED ON CITY OF RENTON PUBLISHED SURVEY CONTROL. NfITCHE SHORT PLAT RCF LS 17659 zi O.ON X 0.1 IN CIVIL RECORD DRAWINGS I l �3�a7d4�� 3��y7d4ag CRONES WI7NESS POST RCF CRONES)RCF (TERRA 0.5N X 0.1 L5 29537 LS 15025, 46876, 0.29V X 0.2 IN 5780N7 37547 1 � � � 4 0.19v X 0.0� ,,,V. EX GARAGE 7O 0 25' 6� da as 3� S 88'40'44" E 370- 40' _ REMAIN) I In I irnrrriTri — i 17,663 SF EX': 1 HOUSE ' 25',�—� 1 ,i(TO '� I I REMAIN) I I 1 2" EIENT 164 RCF IRON ROD LS 9814 0.37V f ���i 0 3�a'10 3k��40 VERTICAL DATUM NA VD 1968 PER Cl TY OF REN TON SURVEY CON TROL. MASTER BENCHMARK. • CITY OF RENTON CONTROL POINT NUMBER 1836. FOUND 5 INCH DIAMETER CONCRETE MONUMENT WITH 1/8 INCH BRASS PLUG, DOWN 6.5 FEET IN A CASE AT THE INTERSECTION OF BURNETTE AVENUE NORTH AND NORTH 307H STREET. ELEVATION WAS VERIFIED BY CHECKS TO THE ABOVE NOTED CITY OF RENTON CONTROL POINT NUMBER 1866 AND OBSERVATIONS USING 774E WASHINGTON STA TE REFERENCE NETWORK. ORTHOMETRIC ELEVA770M = 120.03 FEET, NA VD 1988, PER CITY OF RENTON S17F BM#l: GOLDSVI TH CONTROL POINT TWfS-1, SET REBAR AND CAP ON SOU 7H EDGE OF GRA VEL DRI VEWA Y TO HOUSE ,43625, 1.4 FEET WESTERL Y OF 7HE WEST EDGE OF PAVEMENT OF MEADOW A VENUE NORTH. ELEVA7ON = 161.65 FEET (NA VD 1988). S17F BM#2.• GOLDSM177-1 CONTROL POINT TMS-2, SET MAG NAIL 0.2 FEET EA57ERLY OF 774E WESTERLY EDGE OF PAVEMENT ON 7HE WEST SIDE OF MEADOW A VENUE NORTH AND 12 FEET NORTHERL Y OF THE SOUTHEAST CORNER OF 7HE PROPERTY CORNER FOR THIS SURVEY. ELEVA 77ON = 165.92 FEET (NA VD 1988). 517E BM13• GOLDSM17H CONTROL POINT TMS-3, SET REBAR AND CAP IN FRONT YARD, 5.1 FEET NORTHERLY OF THE 3 BLOCK HIGH CONCRETE WALL, AND 50 FEET EASTERL Y OF THE WEST END OF SAID WALL. ELEVA770M = 180.79 FEET (NA VD 1988). —� enton O Markup Leaend REDRequired Revisions BLUE Recommended Revisions GREEN Items to be Deleted PURPLE Advisory Only N F = lop �I I I S17E BM 3 TM5-3 ELEV=180. 79 N 88'4U 4fi W 37n NpV I a9Z add Aa 33 6p da 7d as 33 .IIII�II�IIIINtIIII�iII�II�III�II�IIAII� !#iiii####iii #iiii####iii ■##iii####ii� i 20' S 14,960 SF I —.---------------- 'n D' RCF 6.5' ROi LS 9814 111�RCF DEDICA7 0.3N X O.1 w ti LS 40015,18898 O.29V X 02� RCF l LS 40015, l 0.2 N X O. S� s� 517E 7MS s 3aka ELE 1 l LEGEND EXISTING FEATURES PROPOSED FEATURES — — ADJACENT PLAT/PARCEL LINE a SEWER MANHOLE '——BOUNDARY ❑ ASPHALT PAVEMENT — — — — AY ADJACENT RIGHT—OF—W ❑ PIPE FLOW WAY — CENTERLINE LOT LINE LOT LNEE CONCRETE EASEMENT R FIRE HYDRANT CURB FLOWLINE — — — — — — — SURFACE FEA TREES � WA TER METER SIDEWALK L/LlLILZ/1/1/1 BUILDING FOOTPRINT M GATE VALVE — CENTER LINE — —410— 10' CONTOURS -------------SAWCUT ----,412-- 2' CONTOURS -0- POWER POLE EASEMENT — — — — SD— STORM DRAIN PIPE C-- GUY ANCHOR — — — — — — — BUILDING SETBACK (BSBL) — — — — SS — SEWER MAIN 190 10' PROPOSED CONTOURS — — — — W — WATER MAIN CONIFEROUS TREE 192 2' PROPOSED CONTOURS ❑HP AERIAL POWER LINE FILL RETAINING WALL PROPOSED UTILITIES ----G— GAS MAIN DECIDUOUS TREE STORM DRAIN PIPE 0 STORM CLEANOUT — ❑ — BOARD FENCE ❑ CA TCH BASIN, TYPE I El ASPHALT ------------- ROOF & F0077NG DRAIN Q CATCH BASIN, TYPE A SEWER SERVICE O YARD DRAIN El CONCRETE — — — — — — — WA TER MAIN 44 PIPE FLOW Q YARD DRAIN ❑o TYPE/ CS — STANDARD GRATE 0 SEWER CLEANOUT M TYPE 1 CB — LOCKING LID M-- WATER METER ❑o TYPE 40 CB — STANDARD GRATE Jk FIRE HYDRANT @ TYPE 1! CB — LOCKING LID ACCESS NOTE ACCESS TO LOTS 1 AND 2 IS REQUIRED TO BE PROVIDED VIA THE SHARED DRIVEWAY TRACT (TRACT A). EXISTING UTILITY NOTE SHEET INDEX 05 VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER TRAILSIDE HOMES 116 1/2 S WASHINGTON ST SEA TILE, WA 96104 PHONE. • (206) 706-1527 CONTACT STEVE LIPPERT APPLICANT 25 CENTRAL WAY, SUITE 400, KIRKLAND, WA 98033 P' 425-216-4051 F' 425-216-4052 WWW-THEELU ELINEGROUP-COM CIVIL ENGINEER THE BLUELINE GROUP 25 CENTRAL WAY, SUI 7E 400 KIRKLAND, WA 9803J (425) 250— 7224 CONTACT: TODD OBERa PE ARBORIST 549hL L�J r CV WLJ Q C) I N Q J TERESA MI TCHELL RYAN SEELEY 19609 145TH AVE SE ISA CER77FIED ARBORIST PN-8096AT RENTON, WA 98056 PHONE. • (253) 266-5665 (206) 498-1852 U-7 Q SURVEYOR Q GOLD SMI TH P.O. BOX 3565 BELLEVUE, WA 98009 a PHONE. (425) 462-1080 CV CONTACT LEE NYQUIST; PLS SITE DATA � SI7F ADDRESS J625 MEADOW AVENUE N PARCEL NUMBER: J342700480 ZONING. • R-6 GROSS S17E AREA: 39, 891 SF DEDICATED ROW 700 SF NET SITE AREA (AFTER ROW DEDICA 17ON): 391891 SF NUMBER OF LOTS PROPOSED. 2 MINIMUM LOT SIZE. 7,000 SF AVERAGE L 0 T SIZE. 16,452 SF SEWAGE DISPOSAL: CITY OF RENTON WATER SYS7EM: CITY OF RENTON KENNYDALE 320 PRESSURE ZONE SETBACKS.' 25' FRONT 0 5' SIDE*0 25' REAR *COMBINED 15 FEET WI TH NO LESS THAN 5' ON EITHER HER SIDE I CV-D I COVER SHEET 2 GN-0I GENERAL NOTES 3 TP-0 I TES C PLAN 4 TD-0I TESL NOTES & DETAILS 5 TR-01 TREE RETENTION PLAN 6 GP-0I GRADING PLAN 7 LS-01 LANDSCAPE PLANTING PLAN 8 LIT-01 UTILITY PLAN 9 DT-01 STANDARD DETAILS 1 D DT-132 STANDARD DETAILS EXISTING U TILI TIES ARE SHOWN IN THE APPROXIMATE LOCA 770N. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA i101V, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LCCA T10NS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FA CIL1 TIES THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON911.COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. 1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/21 slsuEYED: GOLDSMITH 2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIONEe ALIREZ4 RAMEZ4NI, PE DRAWN. ALLEN BREWER CHECKED: YANNICK METS, PE NO. REVISION BY DATE A P P R 11 SCAM, AS NOTED ONE INCH AT Full SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAM 1 HORIZONTAL• MAD 1963 1991 DATUM 919122 CITY OF RENTON (D Planning/Building/Public Works Dept. SURFACE WATER UTILITY 0 jtarah 05/0412021 WASTEWATER UTILITY Ann Fowlor 05�0412027 01 LOT COVERAGE CALCULATIDNS LOT 1 AREA: 17,663 SF MAX BUILDING COVERAGE 40X 7,065 SF MAX IMPERVIOUS COVERAGE 55% 9, 715 Sr LOT 2 AREA: 14,960 SF MAX BUILDING COVERAGE 40jK* 51984 SF MAX IMPERVIOUS COVERAGE 5.53K* A228 SF R-417101 S-417101 W-417101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I I— QEVELOPMENT ENGINEERING PLANNING DIVISION 0APPROVED IL Nathan Janders 05/03/2021 05/03/2021 jding REGIONAL FIRE AUTHORITY ¢ *"Qy WATER UTILITY Q APPROVED0 cthomas 0510312021 ��=.R��� agafour 05/03/2021 DATE- J 9/ 12�22 C0VER SHEET J nEw"00' BOOK LU PAGE: PAGE _ MITCHELL SH0RT PLAT DRAVANGNO: CIVIL CONSTRUCTION PERMIT Cv--o r 33427004SO SHEET. r OF.10