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HomeMy WebLinkAboutMap_Short_Plat_180812_v2.pdfCITY OF RENTON APPROVALS: CITY OF RENTON SHORTPLAT Examined and approved this _ day of LUA- ....... , SHPL-A OWNERS DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A LOT LINE ADJUSTMENT PURSUANT TO CHAPTER 56.17 R.C.W. AND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID LOT LINE ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE HAVE SET OUR HANDS. WE DEDICATE THE USE FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH PUBLIC HIGHWAY PURPOSES AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN IN THE REASONABLE GRADING OF SAID STREETS AND AVENUES. WE FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES, AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. AVON DEVELOPMENT, INC. A WASHINGTON CORPORATION ITS: STATE OF WASHINGTON) ) SS COUNTY OF KING ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF AVON DEVELOPMENT, INC., A WASHINGTON COPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF , 20 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON MY COMMISSION EXPIRES RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20 ....... at ...... M in book .......... of ........ at page......... at the request of STEVEN D. McCASKEY .............�g....................................................... Supt. of Records Administrator, Department of Public Works LEGAL DESCRIPTION TAX PARCEL 334390-2566 KING COUNTY DEPARTMENT OF ASSESSMENTS 20 _ Examined and approved this day of THE EAST 104 FEET OF THE NORTH HALF OF TRACT 268, C. D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 4, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 82, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 141 FEET THEREOF; AND EXCEPT THE NORTH 20 FEET FOR ROAD UNDER RECORDING NUMBER 6660998. HORIZONTAL DATUM NAD 83/91 BASIS OF BEARINGS N89'33'18"W BETWEEN CITY OF RENTON CONTROL MONUMENTS 57 AND 71 CITY OF RENTON SURVEY CONTROL CONTROL MON 57 3" FLAT BRASS DISC WITH "X" AND A PUNCH MARK ON CONCRETE POST AT THE CONSTRUCTED INTERSECTION OF N.E. 12TH STREET AND EDMONDS AVENUE NE CONTROL MON 71 TOP OF 2 1/2" BRASS DISK SET IN CONCRETE MONUMENT 11'8 S AND 9' EAST OF THE INTERSECTION OF NE 12TH STREET AND ABERDEEN AVENUE NE INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090 & WAC 332-130-100. REFERENCES RECORD OF SURVEY, REC. NO. 20070214900007 RECORD OF SURVEY, REC. NO. 20010315900005 RECORD OF SURVEY, REC. NO. 20021223900015 PLAT OF MONTEREY HEIGHTS, VOL. 194, PGS. 50-52 PLAT OF C. D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN NO. 4, VOL. 11, PG. 82 LINCOLN PLACE FINAL SHORT PLAT, REC. NO. 20161020900007 VERTICAL DATUM NAVD 88 BENCHMARK TOP OF CONCRETE MONUMENT IN CASE LOCATED AT INTERSECTION OF NE 12TH STREET AND EDMONDS AVENUE NE (CITY OF RENTON CONTROL MONUMENT #57) ELEVATION = 326.43 FEET LAND SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of AVON D VELOPMENT in SEPTEMBER, 2017. 6•IIr18 Certificate No. ...42676 ..... Assessor 20 RECORDING NO. VOL./PAGE SCALE: 1 INCH = 20 FT. 0 10' 20' 40' Deputy Assessor PORTION OF Account Number 3343902566 SW 1/4 OF SE 1/4 OF SEC. 05, TWP. 23 N., RNG. 05 E., W.M. FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE NO. 2973783 DATED: AUGUST 8, 2018 SCHEDULE B 1. ANY AND ALL OFFERS OF DECLARATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 4 RECORDED IN VOLUME 11 OF PLATS, PAGE 82. AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNER'S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. DECLARATION OF COVENANT THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW PRIVATE EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. AVON SHORT PLAT 0% SE 128TH ST N ¢ ¢ v N tMD in co ¢ SE 130TH ST c0 SE 131 T ST LJ SE 132TH ST En SITE x 0 cp SE 134TH ST SE 134TH ST VICINITY MAP N.T.S. LN D EncoMDass �, ENGINEERING & URVEYING �� Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaquah, WA 98027 ■ Phone: (425) 392-0250 " Fax: (425) 391-3055 I DWN. BY JEF I DATE 03/16/18 I JOB NO. 17667 I CHKD. BYI SCALE SDM N/A SHEET 1 OF 3 CITY OF RENTON SHORT PLAT LUA- ....... , SHPL-A RECORDING NO. VOL./PAGE SCALE: 1 INCH = 20 FT. 0 10' 20' 40' PORTION OF SW 1/4 OF SE 1/4 OF SEC. 05, TWP. 23 N., RNG. 05 E., W.M. N8933.29 -W 1327.56' (R1) (R2) Q 1323.55' (R1) CALCULATED PER (R1) NE 12TH STREET CONTROL DETAIL SCALE: 1"=100' Q FOUND REBAR & CAP O FOUND MONUMENT IN CASE (R1) REFERENCE RECORD OF SURVEY , REC. NO. 20021223900015 (R2) REFERENCE LINCOLN PLACE FINAL SHORT PLAT, REC. NO. 20161020900007 AVON SHORT PLAT M YYllli t3KAbb UIJK (C.O.R. #71) ID CONCRETE 1MENT IN CASE BRASS DISK EAST OF C.O.R. #71 _ N89 33'18"W t54 1325.22' (M) FOUND CONCRETE MONUMENTIN CASE HATH BRASS DISK (C.O.R. #57) _f 1,6 LND D•Mc EncoMDass-�,ENGINEERING & URVEYING C�0 Western Washington Division C� C� 16S NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 C4 DWN. BY DATE JOB NO. 2676 �,� JEF 03/16/18 17667 ISTER�9�Q� ALLAN�S CHKD. BY SCALE SHEET SDM 1 "=50' 2 OF 3 NE 16TH STREET N89 -57-17-E 1326.57' (M) 3 Z J Z Z I Z j O Z j I FOUND CONCRETE Z FOUND CONCRETE FOUND CONCRETE W Q MONUMENT IN CASE MONUMENT IN CASE Q MONUMENT IN CASE Y 3.00. NE 14TH STREET y257-3- 30 �. . N89'S4 09 W 376.28 N89'54 09 W 259.59N89 09�W 246.69 _ . N89'54 09 W 384.53 _ _ _ �-258.30' (C)(Rt) 258.4' (P) 252.20' (C)(R1) 252.3' (P) �-25220' (C)(R1) (P) 25220' (C)(R1) 2523' (P) �— 25220' (C)(R1) 2523' (P) I I SW CORNER OF 79.31' i 30' I 30' MONTEREY HEIGHTS FALLS 0.10' WEST OF h I CALCULATED EAST UNE 104.00' �� I "N�. I W Z OF TRACT 268 � I ^ v LL' ( o � I IN I �I ^ ^ I mi O ^ I� Q �I "I ,.I 141.00' N p � zi ce .. W a W I a F iV L 8 _ C&^I g ^I 21' 21' I^ W I 289 28813.ss N89'54'06 -W j 248 , Q I I 268 I„ I v ;•� o °D :'' I CD ='' I SW CORNER OF MONTEREY HEIGHTS I I 267 w N89'54'09"W a 98.96 N I. iv FALLS 0.24 WEST OF I� o Ig gI gI CALCULATED EAST UNE l o I Z I Z I OF TRACT 268 I$ I I 1-* ^Iz I I I IN I NI I 1 1 I 30' I I I I I I I I I 1 I 1 I 30' 258.99' C 259.06' Rt) 259.16' (P -C) 25214 25212' (Ri) 2523' (P) 25214' (C) 25212' (R1) 2523' �EL 25214' (C) 252.12' (R1 2523' (P) 25214' (C) 25212' (R1 2523' P i N8933.29 -W 1327.56' (R1) (R2) Q 1323.55' (R1) CALCULATED PER (R1) NE 12TH STREET CONTROL DETAIL SCALE: 1"=100' Q FOUND REBAR & CAP O FOUND MONUMENT IN CASE (R1) REFERENCE RECORD OF SURVEY , REC. NO. 20021223900015 (R2) REFERENCE LINCOLN PLACE FINAL SHORT PLAT, REC. NO. 20161020900007 AVON SHORT PLAT M YYllli t3KAbb UIJK (C.O.R. #71) ID CONCRETE 1MENT IN CASE BRASS DISK EAST OF C.O.R. #71 _ N89 33'18"W t54 1325.22' (M) FOUND CONCRETE MONUMENTIN CASE HATH BRASS DISK (C.O.R. #57) _f 1,6 LND D•Mc EncoMDass-�,ENGINEERING & URVEYING C�0 Western Washington Division C� C� 16S NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 C4 DWN. BY DATE JOB NO. 2676 �,� JEF 03/16/18 17667 ISTER�9�Q� ALLAN�S CHKD. BY SCALE SHEET SDM 1 "=50' 2 OF 3 � CITY OF RENTON SHORT PLAT LUA SHPL-A PROPERTY OWNER AVON DEVELOPMENT HARA SANDHU 1011 NORTH 37TH STREET RENTON, WA 98056 ENGINEER/SURVEYOR STEVE McCASKEY ENCOMPASS ENGINEERING AND SURVEYING 165 NE JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 TAX PARCEL: 3343902566 SITE ADDRESS: 1909 NE 4TH STREET LAND USE DESIGNATION: RESIDENTIAL MEDIUM DENSITY ZONING: RESIDENTIAL — 8 (R-8) PROPOSED USE: SINGLE FAMILY RESIDENTIAL SITE IS IN AQUIFER PROTECTION AREA BUILDING SETBACKS ® FRONT SETBACK — 20 FEET PROPOSED LOTS: 2 LOTS PARCEL AREA: 11,896 SQ. FT. 0.27 ACRE MAX. DENSITY ALLOWED: 8 DU/ACRE 8 DU/ACRE X 0.27 ACRES = 2.2 DU PROPOSED DENSITY; 8 DU/ACRE LAND IN CRITICAL AREAS: 0 SQ. FT. LAND IN PUBLICLY DEDICATED STREET: 0 SQ. FT. LAND IN PRIVATE ACCESS EASEMENTS: 0 SQ. FT. LOT AREAS RECORDING NO. VOL./PAGE SCALE: i INCH = 20 FT. 111111 0 10' 20' 40' PORTION OF SW 1/4 OF SE 1/4 OF SEC. 05, TWP. 23 N., RNG. 05 E., W.M. ® REAR SETBACK — 20 FEET SIDE SETBACK LOT 2 5,952 SQ. FT. ® Z — 5 FEET W ADDRESS H LOT 1 — IW I O LOT 2— z Q 0 5 10 20 J EX. CB EX. CB SCALE 1 " = 20' RIM=261.23 RIM=263.83 INV=260.13 (8"CONC—E) ? •I• INV=262.53 (12"CONC—E) INV=259.73 (12"CONC—W) J' ' ' ' INV=262.23 (12"CONC—W) �-- SD —SD SD. . SD. • SD —� � .W .W. .�. ��.w. --W. w w -`h' • W. W.�[w..-.W.. W.. -W. -W.. -.W. -vv IVa'-w•=u�. . w w' -a. W. W. ....... . ... . ... I N . . t•. •. •. •. •. •. •. •. •......•�. •'•, nJ.•.�• •.•� .,. •. •. •. •. •. •. •.... .............. •. •. •. •. 3 •. •. •. •. •. ...� ,� •. •. •. •. •. •. •. •. •.•. •. •. •. •. .. •. �. .,•. .. •. •. •.•,' y . . .. *. *. 14TH'. TREET .... `A ......... . . . . . . . . . . . . .. • .......... N ...... I.. ... . . . .`. . . . . . . . . . . . . . . . . . . .p . . . . . . . . . . . . . . �O. . I. — I . . . . . . . . . . . . . . • `` I' . 3 .. FLOW LINE3— . ..................... — ......... = ....... ' .' .'�, X8954 09 W 24889. . . . . ,_ • . . . . N s s s ��-s s s s s ` :o. . . . . . . . . . . . . . . . . . . N......` ......... ...I... N89 54'09"W 103.90' a j e... `� p EX. SMH 4 51.95'.• . w ... ... RIM=262.47 WOOD i WALL >6 INV=251.97 (8"GONG—E) W W EX" INV=251.87 (8"CONC—W) CONCRETE W ®W W W v W d ® �� 2 RIM=274.49 EX. SSMH ' as RIM=282.88 FOOTING y Eb9E 9 y W o g�ia ! �A� INV=271.59 (12—E) INV=273.88 (8"CONC—N) WFOUND REBAR & CAP .8CONC—W LANDSCAPING, INV=27398" W o ( ) TAX PARCEL ;� 4] c , ? 1S #19586 "YINGER" 334390-2565 i W W v y ( ^:l 0 0.1 S v W W v v d d LOT 10 LU I TAX PARCEL Z �26 I4 �0559205-0100 2 3' CHAIN LINK FENCE ON CONCRETE WALL ,5.00'W.OFIt LOT 1 EX. HOUSE 5,9 44 S. F. TAX PARCEL 334390-2566 C d ° j 1. 6' 7777/7 SHED 3' CHAIN LINK FENCE ON CONCRETE WALL s —4.72' W. OF R 1— 51.92' i� I 260 262 6" CONC. N89� °p I WALL N t LOT 5 TAX PARCEL 559205-2568 I LINCOLN PLACE SHORT PLAT REC. NO. 2016020900007 I I m T2r d 5,95 S.F. g a z z 0 103.84' LOT 6 TAX PARCEL 559205-2563 & CAP LS #38964/48378 0.1' WEST OF CORNER MONTEREY HEIGHTS VOL. 194, PGS. 50-52 LOT 9 TAX PARCEL 559205-0090 AVON SHORT PLAT FLOW CONTROL BMPs SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE APPROVED DRAINAGE STUDY AND PLANS NO.3871 ON FILE WITH THE CITY OF RENTON. COMPLIANCE WITH THIS STIPULATION (FULL DISPERSION) MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT FOR EACH LOT. A SEPARATE DECLARATION OF COVENANT FOR FLOW CONTROL BMPS WILL BE REQUIRED TO BE SUBMITTED WITH EACH BUILDING PERMIT SUBMITTAL. I SHRUB ROCKERY O FOUND REBAR & CAP p SET REBAR AND CAP LS# 42676 LN D Encom ass ENGINEERING & URVEtlNG Nz0###* Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaquah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 DWN. BY DATE JOB NO. JEF 03/16/18 17667 CHKD. BY SCALE SHEET SDM 1 "=50' 3 OF 3 LEGEND III WATER METER FIRE HYDRANT D4 WATER VALVE ❑E ELECTRIC VAULT ¢-- STREET LIGHT ❑ CATCH BASIN G YARD DRAIN SEWER MANHOLE —� STREET SIGN HEDGE SHRUB ROCKERY O FOUND REBAR & CAP p SET REBAR AND CAP LS# 42676 LN D Encom ass ENGINEERING & URVEtlNG Nz0###* Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaquah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 DWN. BY DATE JOB NO. JEF 03/16/18 17667 CHKD. BY SCALE SHEET SDM 1 "=50' 3 OF 3