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j OWNERS DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND WITH THE DESIRE OF THE OWNERS. KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY CERTIFY THAT WE HAVE ESTABLISHED THE RENTON PARK AVENUE HOMEOWNERS ASSOCIATION IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS SHORT PLAT AS A MEMBER OF SAID HOMEOWNERS ASSOCIATION. SAID ASSOCIATION IS SUBJECT TO THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE NANTUCKET SHORT PUTT, AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. IN WITNESS WHEREOF, WE HAVE SET OUR HANDS AND SEALS. RENTON PARK AVENUE LLC, A WASHINGTON LIMITED LIABILITY COMPANY BY. ITS. COLUMBIA BANK BY: ITS. ACKNOWLEDGMENTS STATE OF WASHINGTON )SS COUNTY OF ) CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT ON OATH STATED THAT (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _ OF RENTON PARK AVENUE LLC, A WASHINGTON LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.. NOTARY SIGNATURE DATED. (PRINT NAME) NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY APPOINTMENT EXPIRES, STATE OF WASHINGTON )Ss COUNTY OF _ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ IS THE PERSON WHO APPEARED BEFORE ME AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT ON OATH STATED THAT (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ___ OF COLUMBIA BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. NOTARY SIGNATURE DATED. (PRINT NAME) NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY APPOINTMENT EXPIRES. NANTUCKET SHORT PLAT SE 1/4, 5W1/4, SEC.32, T.24N., R.SE., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON CONDITIONS OF APPROVAL 1. THE RESIDENCE TO BE CONSTRUCTED ON LOT 4 SHALL HAVE ITS PRIMARY ENTRANCE ORIENTED TO NORTH 28TH STREET, THE PUBLIC STREET. 2. ONLY LOT 1 IS ALLOWED TO GAIN DIRECT ACCESS ONTO A PUBLIC STREET. ALL OTHER LOTS SHALL ACCESS FROM THE PRIVATE ACCESS EASEMENTS. 3. LOTS 2 AND 3 SHALL PROVIDE REAR -LOADED GARAGES AND LOT 4 SHALL PROVIDE A SIDE -LOADED GARAGE. THE GARAGE DESIGNS SHALL BE REVIEWED AND APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 4. THE PRIVATE STREET AND PRIVATE ACCESS EASEMENT ARE TO BE MAINTAINED BY THE RENTON PARK AVENUE HOMEOWNERS ASSOCIATION. 5. THE LANDSCAPING IN TRACT "A" IS TO BE MAINTAINED BY THE RENTON PARK AVENUE HOMEOWNERS ASSOCIATION. EXCEPTIONS OF RECORD 1. SUBJECT TO MATTERS CONTAINED IN DOCUMENT ENTITLED NOTICE OF INTEREST, AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20150916001134. 2. SUBJECT TO EASEMENT FOR UTILITY SYSTEMS, AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO PUGET SOUND ENERGY INC., AS RECORDED UNDER RECORDING NUMBER 20160121001562. J. SUBJECT TO AGREEMENT TO REMOVE ENCROACHMENT, AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20160503000289. 4. SUBJECT TO SUPPLEMENTAL AGREEMENT TO REMOVE ENCROACHMENTS, AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20160503000290. 5. SUBJECT TO MATTERS DISCLOSED BY SURVEY BY LANKTREE LAND SURVEYING, INC. JOB NUMBER 1574. 6. SUBJECT TO A DEED OF TRUST GRANTED TO COLUMBIA STATE BANK, AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20151231000856. 7. SUBJECT TO A DEED OF TRUST GRANTED TO COLUMBIA STATE BANK, AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20160516000964. 3. SUBJECT TO CODES, COVENANTS, AND RESTRICTIONS AS RECORDED UNDER RECORDING NUMBER DECLARATION OF COVENANT THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. PRIVATE ACCESS & UTILITIES MAINTENANCE AGREEMENT NEW PRIVATE EXCLUSIVE 29' EASEMENT FOR INGRESS AND EGRESS IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 4 THRU 8 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT AND APPERTUNANCES. THESE APPERTUNANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE (;F THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIy`,TE.SIGNAGE, AND-O7NER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COS?:, SHALL BE SHARED EQUALLY.' PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED. NEW PRIVATE EXCLUSIVE 16' EASEMENT FOR INGRESS AND EGRESS IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 2 AND 3 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT AND APPERTUNANCES. THESE APPERTUNANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED. DRAINAGE EASEMENT PROVISIONS A DRAINAGE EASEMENT OVER TRACT A IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING, AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PIANS ON FILE WITH THE CITY OF RENTON AND APPROVED FOR THIS SHORT PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT FOR THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS, TO ENTER SAID DRAINAGE EASEMENT AND COVENANT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING, AND IMPROVING THE DRAINAGE FACILITIES CONTAINED HEREIN. ONLY THE STORM WATER CONVEYANCE, FLOW CONTROL, AND WATER QUALITY FACILITIES CONTAINED WITHIN THE TRACT WILL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE BY THE CITY OF RENTON UPON COMPLETION OF THE TWO-YEAR MAINTENANCE BOND PERIOD AND CORRECTION OF ANY MAINTENANCE DEFECTS IDENTIFIED IN THE FINAL INSPECTION BY THE CITY. TRACT A UPON THE RECORDING OF THIS SHORT PLAT, IS HEREBY GRANTED AND CONVEYED TO THE RENTON PARK AVENUE HOMEOWNERS ASSOCIATION. MAINTENANCE OF ALL OTHER IMPROVEMENTS ON THIS TRACT SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION. THE HOME OWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE COST FOR THE RESTORATION OF ANY NON -DRAINAGE IMPROVEMENTS REMOVED OR ALTERED AS A RESULT OF THE MAINTENANCE, REPAIR, IMPROVEMENT AND RECONSTRUCTION OF THE DRAINAGE IMPROVEMENTS. THE OWNERS OF SAID TRACT ARE TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON, OR ITS SUCCESSOR AGENCY, PRIOR TO ACTIVITIES SUCH AS CLEARING, GRADING, FILLING, PIPING, CUTTING OR REMOVING VEGETATION, EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING AND TRIMMING. THIS EASEMENT AND COVENANT IS INTENDED TO FACILITATE REASONABLE ACCESS FOR THE OPERATION, MAINTENANCE REPAIR, IMPROVEMENT, AND RECONSTRUCTION OF THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID TRACT, THEIR HEIRS, SUCCESSORS, AND ASSIGNS. IN THE EVENT THE HOMEOWNERS ASSOCIATION IS DISSOLVED OR OTHERWISE FAIL TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NONPAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT A PREVIOUSLY OWNED BY THE HOMEOWNERS ASSOCIATION AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. STORMWATER BMP'S THE BMPS SHOWN ON THE TABLE BELOW ARE FOR A PROPOSED TOTAL LOT IMPERVIOUS AREA OF 4,000 SQUARE FEET FOR EACH LOT. THE BMP:S WITHIN THIS TABLE WILL PROVIDE MITIGATION THAT ONLY 4,000 SQUARE FEET IS RELEASED INTO THE STORMWATER FACILITY. IF THE IMPERVIOUS AREA ON THE INDIVIDUAL BUILDING PERMIT IS DIFFERENT THAN THE PROPOSED 4,000 SQUARE FEET, THEN THESE BMP'S WILL NEED TO BE ADJUSTED ACCORDINGLY SUCH THAT NO MORE THAN 4,000 SQUARE FEET OF IMPERVIOUS AREA IS RELEASED. RECORDING CERTIFICATE LOT # BMP TYPE MAX. IMPERVIOUS (SQ. FT:) FILED FOR RECORD THIS DAY OF 2016, 1 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 4 EACH 4,000 _______ — ------ 2 FULL INFILTRATION - 90 CU. FT: DRY WELLS - 4 EACH 4,000 AT M., IN BOOK _______ OF SURVEYS, AT PAGE 3 FULL INFILTRATION - 90 CU, F1: DRY WELLS - 4 EACH 4,000 J 4 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 4 EACH 4,000 AT THE REQUEST OF PACIFIC COAST SURVEYS, INC. 5 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 4 EACH 4,000 ---- -_ , 6 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 4 EACH 4,000 7 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 4 EACH 4,000 8 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 4 EACH 4,000 MANAGER SUPT. OF RECORDS a lo, 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 14367. THE 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. STORMWATER NOTES 1. DECLARATION OF COVENANTS FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMP'S AS RECORDED UNDER KING COUNTY RECORDING NO. - 2. THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS SHORT PLAT ENCUMBERED WITH DRAINAGE FACILITIES REQUIRED BY PLAT DESIGN, COVENANT OR CONDITION, HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT OF REASONABLE ACCESS (INGRESS OR EGRESS) TO ENTER SAID PROPERTY FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. APPROVALS EXAMINED AND APPROVED THIS DAY OF , 2016. PUBLIC WORKS ADMINISTRATOR, CITY OF RENTON KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS OAY OF KING COUNTY ASSESSOR KING COUNTY TAX ACCOUNT NUMBER(S) , 2016. I HEREBY, CERTIFY THAT ALL PROPERTY TAXES HAVE BEEN PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMEUTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERITFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS OR FOR, ANY OTHER PUBLIC USE ARE PAID IN FULL ,THIS DAY 'OF 2016. MANAGER KING COUNTY OFFICE OF FINANCE DEPUTY 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 RENTON PARK AVENUE LLC, IN FEBRUARY, 2016 1 HEREBY CERTIFY THAT THE NANTUCKET SHORT PLAT IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. AS REQUIRED BY THE STATE STATUTES; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY; THAT THE MONUMENTS ARE SET AND THE LOT AND BLOCK CORNERS ARE STAKED CORRECTLY ON THE GROUND, THAT I FULLY COMPLIED WITH THE PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. DARREN J. RIDDLE PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 37536 / .T.RWAS \ Ff Go o, s"„ x •A 7536 p d01 3 T'd�$� JUL 13 2016 DATE r 4 N. 3oTH ST. ---------------- FOUND CASED CONC. MON. W/ 5/8" IRON ROD & PUNCH. ' DOWN 1.0'. FEBRUARY 2016. I I I I � l FAX PARCEL /%3342103255 i I I I ( 105.00' I I 10' UTILITY EASEMENT & LANDSCAPE BUFFER I I I 26.5 o I 1 III 6,330 SF 1.5' R/W DEDICATED -- I 12824 TO CITY OF RENTON AFN t NANTUCKET SHORT PLAT SE 1/4, SW1/4, SEC32, T.24N., R.SE., W.M. CIN OF RENTON, KING COUNTY, WASHINGTON 105.99' N 89'04' 15" W 138.52' TRACT 40 N 89'04'15" W 7 FAX PARCEL #3342103280 l I -------------------------------------------------- TAX PARCEL #3342103283 N 89'04'15" W 1 126.48' 10' UTILITY EASEMENT & I LANDSCAPE BUFFER 2 6,324 SF Loo w _...,, 12802 16' PRIVATE INGRESS AND I i EGRESS EASEMENT i f N 89'04'15" W 126.48' I 137.00' 89.48' i --------------� j1.5' R/W DEDICATED --.- ( TO CITY OF RENTON ( AFN 'r I i I 25' 26.5 I I I ' I I I I � FOUND CASED CONC. MON. W/ I i 1-1/2" BRASS DISK & PUNCH. CITY OF RENTON CONTROL 11886 I DOWN 1.0'. FEBRUARY 2016. N 191472.8126 E 1300956.7616 i -- N 89'03'54" W 1298.65' FOUND CASED CONC. MON. W/ 3" BRASS DISK & PUNCH. DOWN 0.45'. FEBRUARY 2016. LEGAL DESCRIPTION u' TRACT A N IDRAtNAGE 12,839 SF zi \ 15.15' 10.5' R/W DEDICATED TO CITY OF RENTON AFN PARCEL A: TRACT 43, EXCEPT THE NORTH 100 FEET AND EXCEPT WEST 158 FEET OF SOUTH 65 FEET OF NORTH 165, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY WASHINGTON. PARCEL B: THE NORTH 100 FEET OF LOT 43, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, LESS THE SOUTH 40 FEET OF THE WEST 140 FEET, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY WASHINGTON. 3 7,116 SF #1306 TAX PARCEL #3342103256 r. 0 W N TRACT 43 CD HILLMAN'S LAKE WASHINGTON o CAROEN OF EDEN NO. 1 ------ 282.00' 30.04' FOUND REBAR W/CAP STAMPED "GEO DIMS". 1.5'(N) OF CALC'D PROP. COR. STAKE IS MARKED AS 1 FOOT OFFSET. I L9 150.50' ' I iLL l I �) I 6 I I I I 8 I� 7,831 SF L3 12827 L7 C] � � i �I J � I N 89'04'15" W 116.98' (--- I L5 I L7 \I N 88'07'37" W 6,451 SF I 11.98 I 7 I N 89'03'54" W 129.02' t 7,287 SF I ,I #2821 I N 89'0354" W II 98.98' II I ( I Z I iLL l Ll 6 I I N O 1'5223" E 7,515 SF 18.00 #2815 L3 29.00 C] � � C I I I v I N 89'03'54" W 129.02' N 88'07'37" W I 22.00 I L7 5 'I I N 88'07'37" W 6,451 SF I 11.98 #2807 I L9 I N 89'03'54" W 129.02' t N 89'04'15" W I I 4 7,741 SF I #2801 10' UTILITY EASEMENT & I I LANDSCAPE BUFFER 129.02' i - L3 Ln N. 28TH ST. N 89'03'54" W 1359.96' J. RI low,4'�' of WA All m Gi, x 37536 4 \�C t s T Figs+ SAL I.ANfl TRACT 41 TAX PARCEL #3342103270 LEGEND __ ____ SET 1/2" X 24" REBAR W/CAP STAMPED L.S. 37536- 0 FOUND REBAR AND CAP AS NOTED FOUND CASED CONC. MON. AS NOTED RIGHT OF WAY CENTERLINE TAX PARCEL #3342103294 5.0' 30' PUBLIC UTILITY EASEMENT TRACT 44 29' PRIVATE INGRESS AND EGRESS EASEMENT TAX PARCEL #3342103289 30' PUBLIC UTILITY EASEMENT ------------------------- ------------ J' N -----�_--1----------- EQUIPMENT & PROCEDURES METHOD OF SURVEY. SURVEY PERFORMED BY FIELD TRAVERSE INSTRUMENTATION: LEICA TS15i ROBOTIC ELECTRONIC TOTAL STATION PRECISION: MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 BASIS OF BEARING: NAD 83/91 THE MONUMENTED SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 32, AS THE BEARING OF N 89'03'54" W AS ESTABLISHED PER THE CITY OF RENTON CONTROL POINTS 1886 AND 266. LINE TABLE UNE ILENGTH BEARING Ll 35.50 N O 1'5223" E L2 18.00 N 89'04'15" W L3 29.00 N 89'03'54" W L4 212.59 N 01'5223" E L5 11.00 N 88'07'37" W L6 '' 22.00 N 01'5223" E L7 11.00 N 88'07'37" W L8 11.98 N 01'5223" E L9 29.00 N 89'04'15" W CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 34.12 21.50 90'56' 17" C2 37.70 24.00 90'00'00" C3 37.70 24.00 89'5959" FOUND CASED CONC. MON. W/ INVERTED BRASS NAIL. CITY OF RENTON CONTROL 1266 _ `----- DOWN 1.0'. FEBRUARY 2016. N 191429.8370 n E 1303590.0240 "' SCALE: 1 " = 30' ,`' SHE 0 3o 60 n A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WAS CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH P1�ACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. RIM=208.08 IE=196.14, 12"(EX.) IE=200.20, 8"(IN-NEW) w 35:.50' elf I N GTO N NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 29.0' PRIVATE ACCESS & STORM GRADING QUANTITIES EXCAVATION = 825 CU. YDS. FILL/BACKFILL = 460 CU. YDS. 1y ° L ° ,� SURVEYED: ° WASy� ° LANKTREE SURVEYING Q��. a°o Oy ;� DESIGNED: D.L. OFFE, P.E. ° DRAWN: 27460 D.L. OFFE, P.E. STZ °\ CHECKED: NAL 01/27/2015NO. REVISION BY DATE APPR APPROVED: 09TMA SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATUM 3. �& GUTTER:;., 4"MIN CLASS "B" ASPHALTIC CONCRETE PAVEMENT— 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS PRIVATE STREET N.T.S. �ECEIVE FEB 11 2015 ITY OF RENTC °LANNING DIVISION GRAPHIC SCALE 0 15 30 60 I inch = 30 feet RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: CITY 0 NANTUCKET AVENUE PLAT 01/27/2015 •`� FlELD800K: REN ! ON NANTUCKET AVENUE, LLC PAGE: GRADING/STREET PROFILE/DRAINAGE/UTILITY PLAN DRAWING NO: Planning/Building/Public 'Works Dept. 2820 PARK AVENUE NORTH ©..1...220 .22.0 .............:.. w :? .............:................:......... .......... ..... .......:...:............................:..........................;............................... ... :' Q w r IZ J Z :0O 0O � O : p cj� EXISTING GRADE -LINE PROFILE ; ; ; ; Z o _ :.....�.....�...: w . Q...............I—I............... ........ ........................................................:................:................:... . 0 z I� PROPOSED :ROAD PROFILE o w I Z 21.0.... >. :............... :... ...................._ 210 1�O' 1'3:5.,.. — _ — — — — — ^ .- .........:.-:.- . ..... 29.0' PRIVATE ACCESS & STORM GRADING QUANTITIES EXCAVATION = 825 CU. YDS. FILL/BACKFILL = 460 CU. YDS. 1y ° L ° ,� SURVEYED: ° WASy� ° LANKTREE SURVEYING Q��. a°o Oy ;� DESIGNED: D.L. OFFE, P.E. ° DRAWN: 27460 D.L. OFFE, P.E. STZ °\ CHECKED: NAL 01/27/2015NO. REVISION BY DATE APPR APPROVED: 09TMA SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATUM 3. �& GUTTER:;., 4"MIN CLASS "B" ASPHALTIC CONCRETE PAVEMENT— 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS PRIVATE STREET N.T.S. �ECEIVE FEB 11 2015 ITY OF RENTC °LANNING DIVISION GRAPHIC SCALE 0 15 30 60 I inch = 30 feet RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: CITY 0 NANTUCKET AVENUE PLAT 01/27/2015 •`� FlELD800K: REN ! ON NANTUCKET AVENUE, LLC PAGE: GRADING/STREET PROFILE/DRAINAGE/UTILITY PLAN DRAWING NO: Planning/Building/Public 'Works Dept. 2820 PARK AVENUE NORTH L1J z LLI Q w U D F - z Q z FAIII • . * . ■r . 1 23' INSIDE 195 .........:...............:...............:...............:...............:...............:.................. 190 : .....:.... —........:...............:...............:...............:.......I......,:.................. CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. L., 0�� ��,L°°° �°OF WASyjNcT N :70 ti o' ° Z �o 27460 0° ° R0� NAL �'� 01 /27/2015 NO. FRAME AND GRATE ACCESS MANHOLE LID II II II II II II II II II II II II I` ,I II I II REMOVEABLE I I I BAFFLE WALL I TOP=202.90 BOTTOM=199.90 I I Ld 5'x10' ACCESS GRATE II zll II -,01I II II II II II II II II II II II II ------------- VAULT ----------J VAULT LAYOUT SCALE: 1 "=10' WETPOOL WIDTH FRAME, GRATE" AND LOC40NG COVER MARKED 'DRAIN` (tYP.) INELT FIRF,T CELLSIZEDFOR 26% TO 35% OF WETPOOL VC9 UIQ T MIN, - BOTTOM SLOPE 0.5''i�-23o �- TO WARD INT ET END AVERAGE SEDIMENT STORAGE V MIN, (FIRST CELL) B ACCESS$ COVER OR DOORS REQUIRE;'_ ...._..__.....__.--- ....._ E LADDER P 5` X 10` GRATE OVER SECOND CELL WAY BE PROVIDED BY A GRATED V X IW ACCESS DOOR OR PANEL) *V` SHAPED 80TToM Hol EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 (' REMOVAE3LF WFLE OR WAii A a r SEE. NOTE OUTLET WETPOOL LENGTH � ()PEN PIPE FOR YVETVAULT ONLY 1 SEE DETETENTION VAULT FOR PLAN VIEW COMBINED WATER QUALITY1 DETENTION VAULT OUTLET B i SIZE TO MEET CONVEYANCE OETENI'iONOnIONAl. REQUIREMENTS (011) LADDER - _.._.- 1' WO DESIGN WS ' REMOVABLE s BAFFLE r - NOTE: CAPACITY OF OUTLET' --T WETPOOL r' PIPE DESIGNED TO PEAK FLOW DEPTH '"1'FORViQVAULTSZ FOR CONVEYANCE W MAX. FOR"WUINED W.O. AND DETENTION VAULT$ -T- r MIN. AVERAGE V SE01MENT STORAGE (FIRST CELL} Y T Min. GRAVITY DRAW (IF GRADE ALLOWS) PLACE AS LOW AS GRADE ALLOWS BUT MUST BE GMIN. ABOVE THE BASE ELEVATION OF VAULT WALLS OR ABOVE SEDIMENT STORAGE AREA SECTION A -A NT$ _ BOTTOM SLOPE 0.5.2% TOWARDS OUTLET END OF SECOND CELL IRECOptpdEtkOEO) r..__..,.- ACCESS DOORS OR REMOVABLE PANEL. E SECTION B-8 !TOTE: wtz 1.1. THE VAULT SHALL BE SEPARATED INTO TWO CELLS BY A WALL OR A REMOVABLE BAFFLE. IF A WALL OR NON REMOVABLE BAFFLE IS USED, A 5 -FOOT C X 10 -FOOT REMOVABLE REMOVABLE MAINTENANCE ACCESS MOST BE PROVIDED FOR BOTH CELLS. 1.2. FOR VAULT$ UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES, ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE COVER`; MAY BE PROVIDED, SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT, LADDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE, -�� SM. PLAN —� 249.2i� PUBLIC WORKS WETVAULT 0DEPARTMENTV!0 MARCH 2008 SURVEYED: SURVEYING SCALE VERTICAL NAD 1983/1991 DESIGNED: SCALE D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE IN DATUM CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 1946 CITY OF REN TON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet RECOMMENDED FOR APPROVAL By: Date: m NANTUCKET AVENUE PLAT NANTUCKET AVENUE, LLC VAULT PLAN 2820 PARK AVENUE NORTH Date: Date: Date: 101/27/2015 FEB 11 2015 FIELDBOOK: " , 11L.I�I�1101LIT NO: OWNERS DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND WITH THE DESIRE OF THE OWNERS. KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY CERTIFY THAT WE HAVE ESTABLISHED THE NANTUCKET HOMEOWNERS ASSOCIATION IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS SHORT PLAT AS A MEMBER OF SAID HOMEOWNERS ASSOCIATION. SAID ASSOCIATION IS SUBJECT TO THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE NANTUCKET SHORT PLAT, AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. IN WITNESS WHEREOF, WE HAVE SET OUR HANDS AND SEALS. RENTON PARK AVENUE LLC, A WASHINGTON LIMITED LIABILITY COMPANY BY: ITS: COLUMBIA BANK BY: ITS: ACKNOWLEDGMENTS STATE OF WASHINGTON )SS COUNTY OF _ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ IS THE PERSON WHO APPEARED BEFORE ME AND SAID PERSON ACKNOWLEDGED T,°!AT (S)HE SIGNED THIS INSTRUMENT ON OATH STATED THAT (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _ __ OF RENTON PARK AVENUE LLC,'A WASHINGTON LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. NOTARY SIGNATURE DATED: (PRINT NAME) NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON , RESIDING AT _ MY APPOINTMENT EXPIRES: _ STATE OF WASHINGTON ) )SS COUNTY OF _ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT ON OATH STATED THAT (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE , OF COLUMBIA BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE, USES AND PURPOSES MENTIONED IN THE INSTRUMENT. NOTARY SIGNATURE (PRINT NAME) NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT _ _ MY APPOINTMENT EXPIRES: DATED: NANTUCKET SHORT PLAT SE 1/4, SWC/4, SEC.32, T.24N., R.5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON CONDITIONS OF APPROVAL 1. THE RESIDENCE TO BE CONSTRUCTED ON LOT 4 SHALL HAVE ITS PRIMARY ENTRANCE ORIENTED TO NORTH 28TH STREET, THE PUBLIC STREET. 2. ONLY LOT 1 IS ALLOWED TO GAIN DIRECT ACCESS ONTO A PUBLIC STREET. ALL OTHER LOTS SHALL ACCESS FROM THE PRIVATE ACCESS EASEMENTS. 3. LOTS 2 AND 3 SHALL PROVIDE REAR -LOADED GARAGES AND LOT 4 SHALL PROVIDE A SIDE -LOADED GARAGE. THE GARAGE DESIGNS SHALL BE REVIEWED AND APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 4. THE PRIVATE STREET AND PRIVATE ACCESS EASEMENT ARE TO BE MAINTAINED BY THE NANTUCKET HOMEOWNERS ASSOCIATION. 5. THE LANDSCAPING IN TRACT A" IS TO BE MAINTAINED BY THE NANTUCKET HOMEOWNERS ASSOCIATION. EXCEPTIONS OF RECORD 1. SUBJECT TO A DEED OF TRUST GRANTED TO WASHINGTON FEDERAL, N.A., AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20141024000957. AFFECTS PARCEL A. 2. SUBJECT TO A DEED OF TRUST GRANTED TO WASHINGTON FEDERAL, N.A., AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 20141024001059. AFFECTS PARCEL B. J. SUBJECT TO CODES, COVENANTS, AND RESTRICTIONS AS RECORDED UNDER RECORDING NUMBER DECLARATION OF COVENANT THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. PRIVATE ACCESS & UTILITIES MAINTENANCE AGREEMENT NEW PRIVATE EXCLUSIVE 29' EASEMENT FOR INGRESS AND EGRESS IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 4 THRU 8 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT AND APPERTUNANCES. THESE APPERTUNANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER 'THAN ,20 FEET'-.:. .M.- NEW PRIVATE EXCLUSIVE 16' EASEMENT FOR INGRESS AND EGRESS IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 2 AND 3 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT AND APPERTUNANCES. THESE APPERTUNANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. STORM WATER NOTES 1. DECLARATION OF COVENANTS FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMP'S AS RECORDED UNDER KING COUNTY RECORDING N0.___ 2. THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS SHORT PLAT ENCUMBERED WITH DRAINAGE FACILITIES REQUIRED BY PLAT DESIGN, COVENANT OR CONDITION, HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT OF REASONABLE ACCESS (INGRESS OR EGRESS) TO ENTER SAID PROPERTY FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. STORM WATER BMP'S THE BMP'S SHOWN ON THE TABLE BELOW ARE FOR A PROPOSED TOTAL LOT IMPERVIOUS AREA OF 4,000 SQUARE FEET FOR EACH LOT. THE BMP'S WITHIN THIS TABLE WILL PROVIDE MITIGATION THAT ONLY 4,000 SQUARE FEET IS RELEASED INTO THE STORMWATER FACILITY. IF THE IMPERVIOUS AREA ON THE INDIVIDUAL BUILDING PERMIT IS DIFFERENT THAN THE PROPOSED 4,000 SQUARE FEET, THEN THESE BMP'S WILL NEED TO BE ADJUSTED ACCORDINGLY SUCH THAT NO MORE THAN 4,000 SQUARE FEET OF IMPERVIOUS AREA IS RELEASED. APPROVALS EXAMINED AND APPROVED THIS DAY OF PUBLIC WORKS ADMINISTRATOR, CITY OF RENTON KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF KING COUNTY ASSESSOR KING COUNTY TAX ACCOUNT NUMBER(S) , 2016. , 20- KING 0 . I HEREBY CERTIFY THAT ALL PROPERTY TAXES HAVE BEEN PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERITFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL THIS DAY OF 20 - MANAGER KING COUNTY OFFICE OF FINANCE DEPUTY LAND SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY F-PRESENTS'A SURVEY MADE BY ME OR UNDER 'MY DIRECTION, IN CONFORMANCE" WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF NANTUCKET AVENUE, LLC, IN FEBRUARY, 2016 1 HEREBY CERTIFY THAT THE NANTUCKET SHORT PLAT IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. AS REQUIRED BY THE STATE STATUTES, THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY,• THAT THE MONUMENTS ARE SET AND THE LOT AND BLOCK ,CORNERS ARE STAKED CORRECTLY ON THE GROUND, THAT 1 FULLY COMPLIED WITH THE PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. DARREN J. RIDDLE PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 37536 DATE LOT # BMP TYPE MAX. IMPERVIOUS (SQ. FT.) 1 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 4 EACH 4,000 2 FULL INFILTRATION - 90 CU. FT DRY WELLS - 4 EACH 4,000 3 FULL INFILTRATION - 90 CU. FT DRY WELLS - 4 EACH 4,000 4 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 4 EACH 4,000 5 FULL INFILTRATION - 90 CU. FF DRY WELLS - 4 EACH 4,000 JUN o 7` 2016 6 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 4 EACH 4,000 7 FULL INFILTRATION - 90 CU. FT DRY WELLS - 4 EACH 4,000 ��` !� 8 FULL INFILTRATION - 90 CU. FT DRY WELLS - 4 EACH 4,000 a's:l'i�•„�8 1 --- IV. 3oTH ST. ----- FOUND CASED CONC. MON. W/ 5/8" IRON ROD & PUNCH. DOWN 1.0'. FEBRUARY 2016. I � I I ' f I I I � I I TAX PARCEL #3342103255 I ' I ( I I I 105.00' I 10' UTILITY EASEMENT & I � � LANDSCAPE BUFFER I 26.5 I � � ( ( I 6,330 SF 1.5' R/W DEDICATED o TO CITY OF RENTON AFN I NANTUCKET SHORT PLAT SE 1/4, SWC/4, SEC.32, T.24N., R.SE., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ' 105.99' I I I N 89'04'15" W 138.52' I25' 25' i TAX PARCEL #3342103280 I ( I I ' I r---------------------------- ,� I f � I I �1121 ! �M 1 N i TAX PARCEL #3342103283 I a I� I I I I I � ( TRACT 40 N 89'04'15" W FAX PARCEL #3342103256 Ln 0 W N TRACT 43 :N "' CO HILLMAN'S LAKE WASHINGTON o GARDEN OF EDEN NO. 1 z ( N 89'04'15" W 156.52' I I 126.48' ( 30.04 --------------� ' ' ° 10' "UTILIT l' 'E4'SEMENT & - �- LANDSCAPE BUFFER o f 2 W I , c"y N 28TH PL. 6,324 SF N --�E - — - N. - — - — - — - — - 16' PRIVATE INGRESS AND I I EGRESS EASEMENT o - zo � N 89'04'15" W 126.48' h I i LENGTH 137.00' 89.48' 35.50 --------------I L2 18.00 N 89'04'15" W L3 DEDICATED N 89'0354" W L4 212.59 N 0 1'52 23" E ( TO CITY OF RENTON 11.00 N 88'0737" W L6 22.00 AFN L7 11.00 N 88'07'37" W L8 11.98 N 01'5223" E L9 29.00 N 89'04'15" W TRACT A w 3 W 25' I 26.5 !DRAINAGE N 7,116 SF N o I 2,839 SF :� o 15.15'T 89.48' FOUND CASED CONC, MON. W/ 1-1/2" BRASS DISK & PUNCH. CITY OF RENTON CONTROL 11886 ( I ---------------------------- DOWN 1.0'. FEBRUARY 2016. ( i 10.5' R/W DEDICATED N 191472.8126 I ( TO CITY OF RENTON E 1300956.7616 i i AFN I ' -------------------�-- -------------- N 89'03'54" W 1298.65' ------ ----- FOUND CASED CONC. MON. W/ 3" BRASS DISK & PUNCH. DOWN 0.45'. FEBRUARY 2016. LEGAL DESCRIPTION PARCEL A: TRACT 43, EXCEPT THE NORTH 100 FEET AND EXCEPT WEST 158 FEET OF SOUTH 65 FEET OF NORTH 165, HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY WASHINGTON. PARCEL B: THE NORTH 100 FEET OF LOT 43, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, LESS THE SOUTH 40 FEET OF THE WEST 140 FEET, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY WASHINGTON. 4 1 8 7,831 SF L7 �o I 1 00 I I I ill I I N 89'04'15" W 116.98' L__ L5 I �I I 7 7,287 SF I t I I I N 89'03'54" W 98.98' I � I ( I I II i I 6 i 7,515 SF I I I I I I I I I i I N 89'03'54" W 129.02' d- II � � I 5 I � 6,451 SF I I I I I N 89'03'54" W 129.02' I I 10' UTILITY EASEMENT & LANDSCAPE BUFFER TRACT 41 FAX PARCEL #3342103270 L9 -- I I i 1 TAX PARCEL #3342103294 1, I� I� I —.J 5.0' I 30' PUBLIC U17LITY EASEMENT I TRACT 44 I I 29' PRIVATE INGRESS AND EGRESS EASEMENT to ILo I I I I TAX PARCEL #3342103289 I , I II I 30' PUBLIC UTILITY EASEMENT 4 I I 7,74 1 SF I I Icoo I I I I I I I I 129.02' I ' ILJ I ------------------------------------- i--------------------------- N. 28TH ST. 4 282.00' N 89'03'54" W 1359.96' LEGEND • SET 1/2" X 24" REBAR W/CAP STAMPED I.S. 37536- 0 FOUND REBAR/CAP AS NOTED ® FOUND CASED CONC. MON. AS NOTED RIGHT OF WAY CENTERLINE EQUIPMENT & PROCEDURES METHOD OF SURVEY SURVEY PERFORMED BY FIELD TRAVERSE INSTRUMENTATION: LEICA TS15i ROBOTIC ELECTRONIC TOTAL STATION PRECISION. MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 BASIS OF BEARING: NAD 83/91 THE MONUMENTED SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 32, AS THE BEARING OF N 89'03'54" W AS ESTABUSHED PER THE CITY OF RENTON CONTROL POINTS 1886 AND 266. LINE TABLE LINE LENGTH BEARING L1 35.50 N 01'52`23" E L2 18.00 N 89'04'15" W L3 29.00 N 89'0354" W L4 212.59 N 0 1'52 23" E L5 11.00 N 88'0737" W L6 22.00 N 01'5223" E L7 11.00 N 88'07'37" W L8 11.98 N 01'5223" E L9 29.00 N 89'04'15" W CURVE TABLE CURVE LENGTH RADIUS DELTA CI 34.12 21.50 90'56'17" C2 37.70 24.00 90'00'00" C3 37.70 24.00 895959" FOUND CASED CONC. MON. W/ `v INVERTED BRASS NAIL. CITY OF RENTON CONTROL 1266 /`�----- DOWN 1.0'. FEBRUARY 2016, N 191429.8370 E 1303590.0240 SCALE: 1" = 30' 0 30 60 .. - rm 18"CHE FENCE CORNER { RRY $8'9."04'15"E 257 -Ona 0.0 X 0.2'W VWl1=Y Wn CIVIL ANG ffk 501 111�WL &LOW ON fC CA p 5fftf fM�5 �01 AWAY FDC �XIS`I NCA MCIPUQU5 fkTt fO Pr kMIN a WlfH POP ZOMF 5HOVVN nA5Hrt LINE) �XI%NG �VW6P\,M WfO It 9fAINP9 Ltew r=a 0A•L WITH ITIP ZONr SHOWN C pA`f[2WNF-) LANP5CAP� NOt5 T 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER I SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. .. 2.. CONTRACTOR SHALL USE 'CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED: CONTRACTOR JUN 0 7 2016 IS TO PROMPTLY ADVISE OWNER '.OF. ANY DISTURBED. UTILITIES. LOCATION SERVICE PHONE 1. 800-424-5555 �, � STATE OF .3. CONTRACTOR SHALL MAINTAIN AND WATER ALL • PLANT MATERIAL FOR .1 YEAR OR UNTIL FINAL INSPECT€ON AND ACCEPTANCE CITY OF R NMVASHINGTO a vt BY OWNER. PLA IAlING DIv�sloiv D l LAND 4 � N CT ' 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS. o UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS z Y' SPECIFIED .BELOW IN THESE NOTES, p ,= o � 14 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED . BY SYMBOLS ON. CERT#FiGgTE NO,E 74 . THE DRAWINGS. — " » 6. SUBGRADE-:IS TO BE WITHIN 1/10 OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED 'OF ALL � �' CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. U-1 p 7. 4'. DEPTH. NEW TOPSOIL IN NEW BEDS. SHOWN. ROTOTILL INTO TOP .6" OF SOIL. 8.• ALL BEDS TO RECEIVE- A MINIMUM. OF 2" FINE FIR BARK. : 9. ALL •PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 'PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAE SHALL CONFORM TO' AAN -.'STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY U') LO r Ul) S �. REPLACEMENTS MADE .AT ONCE. c Cq � � A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY: REPRESENTATIVES: TYPICAL OF THEIR ' SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY . SHALL BE FULL, WELL BRANCHED, WELL 'PLANTS � ; �, , ; PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED :ROOT SYSTEM. ALL SHALL BE HARDY ' UNDER • CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT, B. TREES, .SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF'. FREE OF - DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN - APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. " 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON. THE PROPOSED. LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 1009 DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY-- �f , IRRIGATION FOR THE FIRST TWO (2) YEARS. N EES UPON COMPLETION OF THE PROPOSED HOMES 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LO TR STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED. BY DEVELOPER. , P�ANT5CHFVIF C3OfANICAI NAME COMMON NW QTY . 51Z� k' AM5 ®' Betula jacquemorrrtl* Jacquefngb PIrch ' ` cal Full and Matching Acer rubrum -' 13owhall' Maple " cal . 'Full and Matchlrq ' } Pgru5 callergana ' Chanticleer--` Flowering pear �� � cal Full and Matchlnq Cercidphgllum japonicum* Kat5ura 6 . 5" cal full and Matching, . �► Acer campeAre `�velgn' * `Queen �lizabeih' Hedge Maple 4. „ cal Full and Matchlnq a — Cerci5 canaden5i5* astern I edbud 5 5" cal full and Match€nq Amelanch€er grandlflora 'Autumn 13riiiiance' Service6emj 6 �" cal Full and Ma� hinq ' W Thuja .plicata VVe�tern I'ed CCdar '�" cal dull and -Matching O Considered drought tolerant in pacific Northwest once establ i5hed ^t6IA) j,,�L� 1 qn .2-a.. L r W V V v .0.2'E 't SPEED . \-L.AN125CMIN6 T.lt IN5fkLW A PAP\f OF PLAT IWOV�WN5 51R��� TPET 5 �0' AWAY FPOM 5M L16W5, MCAt . • CC,o, 4T� Www :ZSi c�6M T6 r-�4-ts: UNDISTURBED GROUND -- 12" MIN. FOR WOt7D — STAKES & 18" FOR REBAR 5HPLI[35 and C OUNP COVE Q Viburnum davidii 12 -avid Viburnum 12 ... 2 gallon Full and Matching Azalea 5p, `Hino.CrimSon'vergreen Anal ea l 5 2 gallon dull. and lVlatchinq M€5canthu5 linen5€5* Maiden Grass 8 2 gallon Full and Matchinq �uongmu5 fortune! ' emerald n Gold'* `�utngmus �59. 2 gAllon Full and Matching ---5 K'hodociendron 'rui rple' 5plendour' * plodle 2-7 2 galla Full and Matching -- Q No occidentalis '5maragd'*, Tme'rald Green' Arborvitae 6 .. `-5' ht Foil and Matching Arcta5taphgllo5 uva_ur!5€*. Kinnikinn€k ' I gallon. Full and Matching/ plant, 150" OZ. Fri ca sp, Mediterranean Pink Heather i gallon Full and Matchinq� Plant 30 o,c' . 13 rgenia 5p, 'I3re55ingham l'ubq'* Nepharrt �ar I gallon dull and Match€ng/plant" .a,c, S�, Plant in grou s of minimum.IS lams of each s eclCs p p. p Considered drought tolerant in Pacific Nort6eSt once e5tabli5hed 50n LAWN 01 W " *• y - .. STAPLE TREE. _ PLASTIC INTERLOCKING TIES l AI 2" MAX... PRUNE DISEASED AND ' BROKEN BRANCHES i) PLASTIC INTERLOCKING Tina R SEE DETAIL ABOVE AREAS. REMOVE BINDING TWINE do TOP 1/3 OF BURLAP. IER 2" SEALED DEPTH WITH SPECIFIED MULCH FERTILIZER TA€ILETS (421 GRAM--2{j0�-10-5) �.�.:: r� �4 QJ�SI£�1NAlK� • s A TMPLANTING PIT 3 DRAFI•ING BY. JMV ' 6" DEEP, FIRM. NATIVE SOIL MOUNDDATE: 8-27-13 k SCALE. AS SHAWN NOTE, DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SOACE I,-/UVVJI,ry IIVLA IV VV IIVJI/V�I�I�V CV f lV�I OF PLAT I MPP\OVF MF Nf5 _.. .,�., ........___. u_... 1 �ANP5CAPF NO�5 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 2" SPECIFIED TREE STAKE(S) INSTALL "TREE BOOT" OR— "ARBORGARD" IN LAWN AREAS. Ld PLANT TREE 1"-2" HIGHER — N THAN IN NURSERY WATERING BASIN SPECIFIED PLANTING SOIL UNDISTURBED GROUND — 12" MIN. FOR WOOD — STAKES & 18" FOR REBAR PLANf 5CH PUL� 130TANICAL NAME COMMON NAME Q11' 51Z� � Q STATE OF P?, MAI?K5 CERTIFICATE No. 774 LAWN STAPLE TREE `PLASTIC INTERLOCKING TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES PLASTIC INTERLOCKING TIES SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH `—IN HEAVY SOILS, AUGER 8"x6' DEEP Q HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: ..9 z Cn z o LD F w LLU5 V) 0E V) p W o v us �4n CITE' OF REQ' PLANNING Div v VT( Ov: MEN`fON JAN 0 2015 oN DESIGNER: JMV DRAFTING BY: JMV DATE: 8-27-13 SCALE: AS SHOWN J oX01 � r1 0 20 40 80 NOP\TH 5CALF III - 20'0'' 2204 5111�1�1' 51Z� SHEET � , Q G "�4 11 1 11PIT �5 Betula jacquemonU* Jacquemontii Birch cal Pull and Matchinq Acer rubrum ' PowhalI Maple 3 3" cal Full and Matching Pgru5 callergana ' Chanticleer' � Flowerinq Pear 3 3' I cal Pull and Ma Ching Cercidphgllum japonicum*- Kat%ra 13 3" cal Full and Makhinq Acer campe5tre Tvelgn' * ' Queen �I izabeth' Hedge Maple 4 35 cal Full and Matching Amelanchier grandiflora 'Autumn Prilliance'�- 5erviceberrq 3 3" cal Pull and Matchinq Con5idered drought tolerant in Pacific Northwe5t once established 5HF05 and GFOUNP CMF 0 Viburnum davidii* bavid Viburnum 15 2 gallon Full and Matchinq 0 Azalea 5p, 'Hino Crimson's Evergreen Azalea 15 2 gallon Full and Matchinq Miscanthus 5inen5i5*- Maiden Grass 28 2 gallon Full and Matchinq Fuon�mu5 forturnei ' emerald n Gold'*- �uolgmu5 39 2 gallon Pull and Matchinq PH Phododendron 'Purple 5plendour'* Phodie 12 2 gallon Full and Matchirnq (D Thuja occidentalis ' 5maragd' ' emerald Green' Arborvitae 6� 4' -5' ht Full and Matchinq Arcto5taphgl1o5 uva-ur5i*- Kinrikinnik I gallon Full and Matchinq/ Plant �I erica 5p ' Mediterranean Pink'*- Heather I gallon Pull and Matchinq/ Plant 31 1 ergenia sp, ' Dre55ingham Pubq' *- Elephant far I gallon Full and Matchinq/ Plant 31 Plant in groups of minimum 15 plants of each species *-Con5idered drought tolerant in Pacific Northwest once e5tabl i5hed LAWN STAPLE TREE `PLASTIC INTERLOCKING TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES PLASTIC INTERLOCKING TIES SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH `—IN HEAVY SOILS, AUGER 8"x6' DEEP Q HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: ..9 z Cn z o LD F w LLU5 V) 0E V) p W o v us �4n CITE' OF REQ' PLANNING Div v VT( Ov: MEN`fON JAN 0 2015 oN DESIGNER: JMV DRAFTING BY: JMV DATE: 8-27-13 SCALE: AS SHOWN J oX01 � r1 0 20 40 80 NOP\TH 5CALF III - 20'0'' 2204 5111�1�1' 51Z� SHEET � , Q G "�4 11 1 I -- Q J n W Z) z W Q W U D I - z Q z A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. o WASyoN�T�' N ° ° ° ° 27460 a F000 c/sTER��G� SS�ONA° L� 01 /28/2015 N0. REVISION SURVEYED: LANKTREE SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY I DATE I APPR I APPROVED: SCALE: TREE CALCULATIONS: NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 TOTAL NUMBER OF TREES 37 SCALE HORIZONTAL- NAD 1983/1991 DATUM ONE INCH AT FULL SCALE IF NOT ONE INCH 23 SCALE ACCORDINGLY 7 TREE CALCULATIONS: NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 TOTAL NUMBER OF TREES 37 TREES W/IN R/W AND PRIVATE STREETS 14 TREES REAMINING: 23 30% RETAINED: 7 TREES PROPOSED TO REMAIN: 5 REPLACEMENT TREES: 2x12" PER TREE 24" REQUIRED TREES TO BE PLANTED: 2 PER EACH LOT 2x8 LOTS:, 16 TREES ALONG EAST SIDE OF PRIVAi`''°_...ROAD: 6 TREES ALONG LAfi.VDCAPE STRIP WITHIN PUBLIC R/W: 7 TREES TOTAL REPLANTED: 29 TREES ®3" CALIPER (29x3"): 87" PROVIDING CITY OF RENTON Planning/Building/Public Works Dept. EC IrVF-, D FEB 11 2013 ,CITY O a��'�'" �ON PLANNING DIVISION GRAPHIC SCALE 0 15 30 60 NEW inch = 30 feet RECOMMENDED FOR APPROVAL By: Date: Im Im Cm NANTUCKET AVENUE PLAT NANTUCKET AVENUE, LLC TREE RETENTION PLAN 2820 PARK AVENUE NORTH RECEIVED JAN 3 0 2015 BUILDING DIVISION Date: Date: Date: 01/28/2015 PAGE: 1 OF., 1 LAYIDUIT BEING A PORTION OF THE SE1/4 OF THE SW1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, WILLAMETTE CITY OF RENTON, KING COUNTY, WASHINGTON CASED MONUMENT 5/8"IRON ROD W/PUNCH DOWN 1.0' (9-10-14) w 0 20 40 80 SCALE: 1"=40' N. 30TH STREET S89'04'41 "E 1178.76' � LEGEND 9 FOUND MONUMENT AS NOTED 0 REBAR/CAP "LLS 45789" TO BE SET o FOUND REBAR/CAP AS NOTED (TBR) TO BE REMOVED (RB) RADIAL BEARING (FND) FOUND N. 30TH STREET S89'04'41 "E 1178.76' � DATES OF SURVEYS: 25' PARCEL A I LOT 1: GROSS = 6,330±S.F. NET I I THE NORTH 100 FEET OF LOT 43, HILLMAN'S LAKE EXISTING LOT 2: GROSS = 6,324±S.F. NET I WASHINGTON GARDEN OF EDEN DIVISION I LOT 3: GROSS = 6,444±S.F. NET BUILDING NUMBER 1, LESS THE SOUTH 40 FEET OF THE WEST SITE N. 28TH ST. I = 5,988±S.F. , REFERENCE SURVEYS LOT 5: GROSS = 6,451±S.F. NET = 5,001±S.F. RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KINGLOT 1. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN 6: GROSS = 7,515±S.F. NET LOT 7: GROSS = 7,287±S.F. NET = 5,485±S.F. = 5,022±S.F. COUNTY, WASHINGTON. FENCE CORR!ER IS LOT 8: GROSS = 7,830±S.F. NET - I — — - 0.6'S OF UkE S82-04'1 'TRACT 43; EXCEPT NORTH 100 FEET AND EXCEPT 1.50' On, WEST 158 FEET OF SOUTH 65 FEET OF NORTH 165, PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE I R/W DED. I CRITICAL AREAS _ I- 5' BSBL , REPORT ORDER NO. 2349896 DATED NONE F - (90fS.F.) NOVEMBER 18, 2014. 01.50' i„—T 7 n THEREOF RECORDED VOLUME 11 OF PLATS, PAGE 63, o SQUARE FOOTAGE OF LAND IN Z! IN KING COUNTY, STATE OF WASHINGTON. THERE ARE NO EXISTING EASEMENTS OF RECO�":D. NONE J EXISTING C-0 m coo vCOi PUBLICLY DEDICATED STREETS I al TOTAL RIGHT-OF-WAY DEDICATIONS = 3,086±S.F. HOUSE - m w °° al �I OI N N ! (r O iii,,,,, i/ O O CN of 0 ”' LOT 1 N.74 CD` I co z 1.50'f 6,330 S.F.± o o` o; , 5' BSBL 1 0 I ; 105.99 _-� 32.53' Tp ___ S89'04'l 5'.'E 1 fi 0.02' N -oil FND. REBAR &CAP FENCL_ FND. REBAR & w LS 15025 - 5' 0/S ON LINT: CAP LS 15025 N N - AREA UND=R o o N FND. MAG NAIL CONSTRUCIIGN o I I 15025 - 11' 0/S Z i ¢ LLS 2.5' ro� o �,I o ---- ---- . . SLINEN100' FND. REBAR &CAP off; LS 15025 I I Lu W NI NOT A PART FENCE INTX. IS 0.7'N X 0.7'W N n� OF CORNER I ' ' i o ZI I EXISTING N FENCE COR. IS DING L BUILDING ,,,,,,,,, , 1.50' 1.4'N X N ER OF CORNER -� S89'O '15"E BSBL 6-4R --- :_ , 30 Lu I N � I m !�T n c%% N. 28TH PLACE FOUND BRASS CAP if CASE AT CENTER LINE INTERSECTION I I I I � c I r ' c ' L I I K I c C, I � I .- I I C I L II I i1 CITY OF RENTON CONTROL #1886 SW COR. SEC. 32 CASED MONUMENT 1/2"BRASS PLUG W/PUNCH DOWN 1.0' (9-10-14) 3"BRASS CAP W/PUNCH DOWN 0.45' (9-10-14) SURVEY INFORMATION N. 28TH STREET ,2RIVEWAY DRIVEWAY FENCE CORNER IS SHEET 1 OF 1 LUA LND Tottlam mll FND. REBAR & CAP LS 15025 LABELED 1'OFFSET 1.5'N OF CORNER — — CASED MONUMENT 3 -BRASS CAP W/PUNCH DOWN 0.5' (9-10-14) RE I D FEB 1 1 2015 CITE' OF RENTON PLANNING DIVISION CONTACT INFORMATION DEVELOPER: NANTUCKET AVE. LLC ATTN: KATHLEEN NASH 1209 NORTH 36TH STREET PHONE: 206-909-7308 EMAIL: KATHLEEN@SERENELOTUS.COM OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-227-9460 EMAIL: darrell.offe@comcast.net SURVEYOR: LANKTREE LAND SURVEYING, INC. ATTN: TREVOR LANKTREE, PLS 32320 111TH PL SE SHED IS AUBURN, WASHINGTON 98092 0.B'E OF LINE OFFICE NUMBER: 253-653-6423 END OF FENCE IS 0.2'E OF LINE ___ , LEGAL DESCRIPTION DATES OF SURVEYS: PROPOSED SQUARE FOOTAGES PARCEL A FIELD SURVEY BY LANKTREE LAND SURVEYING, INC. WAS LOT 1: GROSS = 6,330±S.F. NET = 6,330±S.F. THE NORTH 100 FEET OF LOT 43, HILLMAN'S LAKE CONDUCTED IN SEPTEMBER 2014. ALL MONUMENT`.' SHOWN LOT 2: GROSS = 6,324±S.F. NET = 6,324±S.F. WASHINGTON GARDEN OF EDEN DIVISION AS FOUND WERE VISITED AT THAT TIME. LOT 3: GROSS = 6,444±S.F. NET = 6,444±S.F. NUMBER 1, LESS THE SOUTH 40 FEET OF THE WEST SITE N. 28TH ST. LOT 4: GROSS = 7,742±S.F. NET = 5,988±S.F. 140 FEET, ACCORDING TO THE PLAT THEREOF, REFERENCE SURVEYS LOT 5: GROSS = 6,451±S.F. NET = 5,001±S.F. RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KINGLOT 1. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN 6: GROSS = 7,515±S.F. NET LOT 7: GROSS = 7,287±S.F. NET = 5,485±S.F. = 5,022±S.F. COUNTY, WASHINGTON. DIVISION NUMBER 1, VOL. 11, PG. 63 (R1) LOT 8: GROSS = 7,830±S.F. NET = 5,755±S.F. PARCEL B TRACT A: GROSS = 3,511±S.F. NET = 2,786±S.F. 'TRACT 43; EXCEPT NORTH 100 FEET AND EXCEPT EXISTING EASEMENT NOTES WEST 158 FEET OF SOUTH 65 FEET OF NORTH 165, PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE SQUARE FOOTAGE OF LAND IN CRITICAL AREAS HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN REPORT ORDER NO. 2349896 DATED NONE ADDITION TO SEATTLE NO. 1, ACCORDING TO PLAT NOVEMBER 18, 2014. THEREOF RECORDED VOLUME 11 OF PLATS, PAGE 63, SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS IN KING COUNTY, STATE OF WASHINGTON. THERE ARE NO EXISTING EASEMENTS OF RECO�":D. NONE TOTAL AREA SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS ASSESSORS PARCEL NUMBER 62,520 ± S.F. (1.435± AC.) TOTAL RIGHT-OF-WAY DEDICATIONS = 3,086±S.F. 334210-3282 & 334210-3281 SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS PROPOSED NUMBER OF LOTS (10) INGRFSS- FGRFSS & UTILITY EASEMENT = 10.299±S.F. ADDRESS 2802 & 2820 PARK AVENUE N RENTON, WA 98056 BASIS OF BEARING (NAD83(1991) CITY OF RENTON) BASIS OF BEARING FOR THIS PROJECT IS A LINE BETWEEN A FOUND BRASS DISK KNOWN AS MONUMENT ID 1886 ANOTHER BRASS DISK KNOWN AS MONUMENT ID 266. CONTROL VALUES WERE HELD FOR THESE MONUMENTS TO HOLD THE MONUMENTS NAD83(1991) CONTROL VALUES AND A LINE BETWEEN THE MONUMENTS HELD AS SOUTH 89'03'54" EAST. NOTES 1. ALL DISTANCE SHOWN ON THIS SURVEY ARE IN US SURVEY FOOT TOTAL OF 9 LOTS AND ONE TRACT ZONING (R8) RESIDENTIAL - 8 DWELLING UNITS PER ACRE SURVEYOR'S CERTIFICATION: DENSITY PUBLIC ROADWAY: 3,086±S.F. PRIVATE ACCESS EASEMENT: 10,299±S.F CRITICAL AREAS: 0 S.F. EXCLUDED AREAS: 12,660±S.F THIS IS TO CERTIFY THAT THIS PRELIMINARY PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIR=CTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY IN SEPTEMBER, 2014. DATE OF PLAT OR MAP: NOVEMBER 15, 2014 TREVOR S. LANKTREE, PLS WASHINGTON REGISTRATION NO. 45789 CITY OF RENTON CONTROL #266 S 1/4 SEC. 32 CASED MONUMENT BRASS PIN DOWN 0.2' INTX. NE 28TH ST. & JONES AVE NE (9-10-14) NET AREA: 49,135±S.F. NET AREA (ACRES): 1.128±AC DWELLING UNITS: 8 UNITS NET DENSITY: 7.1 DU/AC ZONING: R8 -------- ----- - N. 31 TH ST. z N. 30TH ST. w a N. 29TH ST. cr- i a_ T -a 0 N. 28TH PL SITE N. 28TH ST. Q� N. 27TTST. — QQ� NET AREA: 49,135±S.F. NET AREA (ACRES): 1.128±AC DWELLING UNITS: 8 UNITS NET DENSITY: 7.1 DU/AC ZONING: R8 -------- ----- - i VICINITY MAP 1 "=500' JOB N0, 1574 IF LANKTREE L LAND SURVEYING, INC. 32320 111TH PLACE S.E., AUBURN, WA 98092 PHONE: (253) 653-6423 FAX:(253) 793-1616 WWW. LANK REELANDSURVEYING.COM PORT. SE114 OF SWI/4, SEC. 32, T24N-R5E, W.M. SHEET 1 OF 1 I i i x J 0 0 J J 0 m N d U V) n r - IN 00 0 N L2 E i= a 0 CV "r- 0 O O i 4 r Q M J I- Q J W z w Q W U z Q z A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 0 WASy jNcT ° CA z° 27460 O ° 0 01 /27/2015 N0. REVISION RIM=208.08 IE=196.14, 12"(EX.) IE=200.20, 8"(IN–NEW) L 35:.50' Z w w wI 220 I ..........iij .... :Z J Q Z :O �p :.....c�.....�...:w .... v Q _ :z m W 0 o I z NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 ............. .................... ............... ......... .......................:. ............ � I 220 . . w r IZ ILL. J O : EXISTING GRADE : LINE PROFILE Z o In PROPOSED :ROAD PROFILE : 210 —_— 210 10' 13:5., . ................ .............. ..._ ._ ._ ._ . _ _ _ _ .— , ...................... . -- _,-- 2" GRIND AND OVERLAY/ GRADING QUANTITIES EXCAVATION = 825 CU. YDS. FILL/BACKFILL = 460 CU. YDS. SURVEYED: LANKTREE SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY DATE AP P R 11 APPROVED: SCALE I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY rl 29.0' PRIVATE ACCESS & STORM EASEMENT 20.5' PUBLIC WATER & SEWER EASEMENT wIQ z10 J IL' �I W F 0 — w C? 10.5' 18.5' 10' I 10' 1' -2%- — DEEDED 10.5' 1 1 2% 0.5' FLAT 7 �4' MAX. \ 5' CONCRETE SIDEWALK �- 8' LANDSCAPE STRIP 0.5' VERTICAL CURB NORTH 28th STREET (PUBLIC) N.T.S. HORIZONTAL- NAD 1983/1991 :'R I Tv O C REINITON DATUM Planning/Building/Public Works Dept. RECEIVED FEB 11 2015 CITY OF RENTON PLANNING DIVISION RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET AVENUE PLAT 01/27/2015 FIELDNANTUCKET AVENUE, LLC PAGE: OK: PAGE: GRADING/STREET PROFILE/DRAINAGE/UTILITY PLAN DRAWING NO: 2820 PARK AVENUE NORTH SHEET: 1 OF: 1 LAYL]UT Z w w wI I 29.0' PRIVATE ACCESS & STORM EASEMENT 20.5' PUBLIC WATER & SEWER EASEMENT wIQ z10 J IL' �I W F 0 — w C? 10.5' 18.5' 10' I 10' 1' -2%- — DEEDED 10.5' 1 1 2% 0.5' FLAT 7 �4' MAX. \ 5' CONCRETE SIDEWALK �- 8' LANDSCAPE STRIP 0.5' VERTICAL CURB NORTH 28th STREET (PUBLIC) N.T.S. HORIZONTAL- NAD 1983/1991 :'R I Tv O C REINITON DATUM Planning/Building/Public Works Dept. RECEIVED FEB 11 2015 CITY OF RENTON PLANNING DIVISION RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET AVENUE PLAT 01/27/2015 FIELDNANTUCKET AVENUE, LLC PAGE: OK: PAGE: GRADING/STREET PROFILE/DRAINAGE/UTILITY PLAN DRAWING NO: 2820 PARK AVENUE NORTH SHEET: 1 OF: 1 LAYL]UT CASED MONUMENT 5/8"IRON ROD W/PUNCH DOWN 1.0' (9-10-14) 204.54 204.17 J 4, s s 204.30 s 4: 204.40 4 204.81 a 204.91 T 4. 204.95 s° 205.13 SEWER MH RIM 205.53 IE 198.41' 8"CONC N o5.za IE 198.73' 6"CONC E 4 I 4 1 z 205.21 4 a ° 4 205.0 W■ _1(�zotsz j r ._'�-_ IIA .� 1J W ry� f r /ti t t �? 200.93 11 -_01.93 20 03 { 4- 204.21 y{Ity}j = � t1\ Im V 2 20.5 1 ( / % 2025 T lco j \ Q- }36 T� ) F- 0 200.95 f \2 I \� 201, to P €€j\ cr_ j 203 29 �_ 203.78 O - CD F- Z 0 203 06 SPEED LIMIT. a 1 10 MPH Q W u- I 204 9 203 4 \til I l 201.93 1 I `� I tt I CC G 203 90 I 203 V) u- I I I I �I Cn < Q 1 I 2}09 J Z � 20 'Cl \ 202.44 1 \ 1 I \\ 2309 SEN ER I °2 e CITY OF RENTON RIIv�2�q�21 3( CONTROL #1886 z° CB IE 195.01' 12" VC'\N 1 W SW COR. SEC. 32 IE 195.11 t�"VC 5E CASED MONUMENTtt 202f 28 1 /2"BRASS PLUG W/PUNCH STREET 9.55 �G 6� DOWN 1.0' 2 67 SIGN 202 61 (9-10-14) PEDESTRIAN 0130,E 2 WARNING\' STREETwa.7o 9, r SIGN I- rk Q0 76 _ 202.34 99. 9 (� 197.36F3 6.15 � 2 -2 1 � 201.95 200.09 -'- 201.27 CASED MONUMENT 3"BRASS CAP W/PUNCH DOWN 0.45' (9-10-14) IE=193.22' BOUNDARY TOPOGRAPHIC SURVEY CASED MONUMENT N. 30TH STREET 3"BRASS CAP W/PUNCH S89'04'41 "E 1178.76' DOWN 0.5' - I - 1+ 204.85 I EXISTING o I BUILDING i jj / / , 212.00 N zos o9 �'f zm.z4{if �LL�//a////////// / ////� z,,.e7 f j 3 O I 270.10 -� 210.69 +212.06 -1-213.67 213,22 1 1213.73 ( %1 217.21 l• ,."`-,... I l j �\ -� 212.15 FND:''REBAR & CAP i FENCE CORNER IS 2078 / 18"CHERRY LS 15025 LABELED 1'OFFSET 0.4'N X 0.2'W 205.22 •. %y `, ,,-`rte 1.5'N OF CORNER S89'04'1 5"E 257.00' - �2,2as OF CORNER 208.32 209. .SEPTIC FENCE /CORNER IS rn P� �2 .67 TANK(?) OVERHANG BRICK ~� ~� 221129 �� 1 b 0 f 0. 'S OF�LIN1�------- v ! I �1 l.. <211.72 FIREPIT 1 J I 205 211 3 / G 211 211.71 z1i.7a2 1.73 272.68 _ 207.52! �-208.28 _� 08.84 20R5 / FF=214.34' j 212.46 212.82 �21 :09 211.54 t �i ° F N p z„6A 211.28 ° 210.83 11 '10.42 EXISTING j 4114o 4 ! /// r.:,,.. 41.4' l / BUILDING j 21 67 / j/ fr 209.87 .14 / gflfia a a. ROOF HEIGHT / j 21159 4 6%2209.14 f� 271.55 210.03 228.76 _ - z1°2as 'E ° z,zas -4 / 4 212.37 1 `S �, \ tb.22''�.'° _�` 10.8 ,f2 iw1,. 6 212.40 STEPS ' \ •F -`/ -�_21 i.91 ,7 2,,.35 € 0.. ' 1i` Ip { \�,----""..... "' /' -� 210.93 /_ 210.61 210,25 / 15 2,o.3e ' � 14"CHERRY .:.. , 21 94 -1-211,25 �z°y:,6 N� DECIDIOUS�LUSTERf 211.17 X2,13,' 6 FSA RNE 8 PL UM FND. REIJAR & CAP FENCE�COR. 2-8" 2-6" SRO / ,� ,<\ 209.61 LS 15025 5' 0/S IS 1`.4'N FND. REBAR & �z11.39 /� . X207.3 OF2� lE 18 CEDAR' / Fz1o.6a 205.6 ` CAP LS 15025 , --/- 210.95 t! LX X11 1 ( 589'01"E 140.02' �' _ ~ X210.81 X210.76 j FENCE 8"PLUM ON LINE ' FENCE COR. IS21937,.._._ 0.4'S X 0.2'E 0- I P 84 20139 1 O�J � OF CORNER ,•.,��-209.9T� � 209.99 2,0.40 / J/j � 2,0.45 i - /` 209.54 I I � 298.02 205.6I AREA UNDER FENCE INTX. IS 'I 210.38G:7'N X 2.5,E /`l• 20987' 06.43 CONSTRUCTION o OF CORNER � - I Z 21Q 5 S89'04' 1 5"L 21 M. / -�- 209.52 209.61 rO47 CEJAITX. IS �2°9.78 �'N X 0.7'W 12"PEAR yS,------------- CORNER 254 - - - - -X x f X FND. MAG NAIL FND. REBAR &CAP 'I LS 15025 - 11' 0/S LS 15025 205.87 209.43 209.40 _ a 1209,56 209.66 .5 O ^ 20-� 209.48 209.34 I-/-209.51 JII � 209.58o n o-/-209.19 L0 1 = I -�209.47....... .„ M 1 20'7'55 I - 209.36 2'0\9\4" LiJ 209.14 / N N I lf3 ROOF HEIGHT 209.56 0 X209.9, % 225.23' / 209 ,(3'9 Z � 2030 EXISTING X 28"WALNUT°9.az BUILDING , / -/- 209.02 20533... FENCE COR. IS 259.35 _ I FENCE END IS X27 209.29 1.4'N X 2.1'W OF CORNER 0 I 1.6'N OF LINE FEN. ANGLE PT.`" 17 IS 0.9 N OF LINE C-4 r X209 ri S89'04'15" 158.02'7 �z08.52 �209.1a '.{ 205135 `/ 2 1 09.E t k 0.-.. ,- 209.38 CITY OF RENTON - CONTROL #266 S 1/4 SEC. 32 CASED MONUMENT BRASS PIN DOWN 0.2' INTX. NE 28TH ST. & JONES AVE NE (9-10-14) LEGAL DESCRIPTION TRACT 43; EXCEPT NORTH 100 FEET AND EXCEPT WEST 158 FEET OF SOUTH 65 FEET OF NORTH 165, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1 ACCORDING TO PLAT THEREOF RECORDED VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, STATE OF WASHINGTON. AND ; THE NORTH 100 FEET OF LOT 43, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, LESS THE SOUTH 40 FEET OF THE WEST 140 FEET, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON. ASSESSOR'S PARCEL NUMBER 334210-3282 & 334210-3281 ADDRESS 2802 & 2820 PARK AVENUE N RENTON, WA 98056 BASIS OF BEARING (NAD83(1991) CITY OF RENTON) BASIS OF BEARING FOR THIS PROJECT IS A LINE BETWEEN A FOUND BRASS DISK KNOWN AS MONUMENT ID 1886 ANOTHER BRASS DISK KNOWN AS MONUMENT ID 266. CONTROL VALUES WERE HELD FOR THESE MONUMENTS TO HOLD THE MONUMENTS NAD83(1991) CONTROL VALUES AND A LINE BETWEEN THE MONUMENTS HELD AS SOUTH 89'03'54" EAST. BASIS OF ELEVATION NAVD88 (CITY OF RENTON) BASIS OF ELEVATION WAS ESTABLISHED BY HOLDING PUBLISHED NAVD 88 ELEVATION OF A CITY OF RENTON SURVEY CONTROL MONUMENT, KNOWN AS NO. 341 VERTICAL DATUM SOURCE: CITY OF RENTON DATABraSE ID #: 341 DESCRIPTION: MONUMENT LOCATION: NW COR INTX N. 30TH', ST. AND PARK AVE. N.E. ELEV = 201.256' CHECKED INTO CONTROL POINT #266; CLOSURE 0.03' NOTES 1, ALL DISTANCE SHOWN ON THIS SURVEY ARE IN US SURVEY FOOT 2. UTILITIES ARE SHOWN PER FIELD OBSERVATIONS, AVAILABLE RECORDS AND UNDERGROUND LOCATE SERVICES WERE EMPLOYED FOR THIS PROJECT. FOR EXACT LOCATION OF UNDERGROUND UTILITIES POTHOLING SHOULD BE PERFORMED. AREA 62,520 f S.F. (1.435± AC.) REFERENCE SURVEYS 1. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, VOL. 11, PG. 63 EXISTING EASEMENT NOTES PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE REPORT ORDER NO. 4266-2298057 DATED AUGUST 04, 2014 AT 7:30 AM AND ORDER NO. 4266-2304387 DATED AUGUST 11, 2014 AT 7:30 AM THERE ARE NO EXISTING EASEMEI11TS OF RECORD. of 1 I r101sG G ral;ara�n� E 0 0 10 20 40 \ SCALE: 1"=20' LEGEND = c (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) W Z MAILBOX C LUMINAIRE (LUM.) YARD LIGHT , POWER METER POWER POLE ® JUNCTION BOX (AS NOTED) ED TELEPHONE MANHOLE ❑ CATCH BASIN (CB) ® STORM MANHOLE (SDMH) O SANITARY SEWER MANHOLE (SSMH) O CLEANOUT (AS NOTED) 0 GAS METER cv SVA GAS VALVE C lXl WATER VALVE (WV) G FIRE HYDRANT(FH) / CONNECTION(FDC) Q Lo ED WATER MANHOLE P. - E0 WATER METER J WO T BLOW -OFF / AIRVAC = _ C6 CO SIGN (n co Q MONITOR WELL DIRECTIONAL ARROW J a Q SURVEY MONUMENT (AS NOTED) _ .� BENCHMARK Q Z SECTION CORNER (AS NOTED) 0- LU FOUND REBAR/CAP (AS NOTED) pa J ~ Co 0 FOUND LEAD/TACK = N NAIL (AS NOTED) uj C HANDICAP Q N C -_ - CONCRETE 00 GRAVEL/SAND (AS NOTED) W ASPHALT 0 c /-L BUILDING LINE X - CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE --�-- HOGWIRE FENCE - w - WATER LINE G GAS LINE -T(XX)- OVERHEAD/UNDERGROUND TEL. LINE O P(OH)- OVERHEAD/UNDERGROUND PWR. LINE u_ -SD - STORM LINE -ss SEWER LINE ROCKERY KEYSTONE WALL ° +� v o DECIDUOUS TREE u N o U N o T > o CONIFEROUS TREE _ TREE DRIPLINE (R#) REFERENCE SURVEYS I ML �I vI 1�2 -GGUY POLE 0 v 0 C c:� >O E --GUY ANCHOR � o aVi n �' 0 N CD 00 rn ■ V z z O U m 1I Q z Z W (� > L LJ C/') LLI > z w ccW Lo L0 Z Z p LLJ o X -AJ � n �� SURVEYOP'S CERTIFICATION: THIS IS TO C`_RTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE EY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE iAS OF THE DATE OF THE FIELD SURVEY IN SEPTEMBER, 2014. DATE OF PLA; OR MAP: SEPTEMBER 13, 2014 EDWARD T BARNARD, PLS WASHINGTON REGISTRATION NO. 48745 / El ■ W = L v/ Im V 2 Z _ CV O Q- H F- 0 a N Zz cr_ M O CD F- Z 0 a Q -, u- od = V u- < Q ® Z Z � LEGEND = c (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) W Z MAILBOX C LUMINAIRE (LUM.) YARD LIGHT , POWER METER POWER POLE ® JUNCTION BOX (AS NOTED) ED TELEPHONE MANHOLE ❑ CATCH BASIN (CB) ® STORM MANHOLE (SDMH) O SANITARY SEWER MANHOLE (SSMH) O CLEANOUT (AS NOTED) 0 GAS METER cv SVA GAS VALVE C lXl WATER VALVE (WV) G FIRE HYDRANT(FH) / CONNECTION(FDC) Q Lo ED WATER MANHOLE P. - E0 WATER METER J WO T BLOW -OFF / AIRVAC = _ C6 CO SIGN (n co Q MONITOR WELL DIRECTIONAL ARROW J a Q SURVEY MONUMENT (AS NOTED) _ .� BENCHMARK Q Z SECTION CORNER (AS NOTED) 0- LU FOUND REBAR/CAP (AS NOTED) pa J ~ Co 0 FOUND LEAD/TACK = N NAIL (AS NOTED) uj C HANDICAP Q N C -_ - CONCRETE 00 GRAVEL/SAND (AS NOTED) W ASPHALT 0 c /-L BUILDING LINE X - CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE --�-- HOGWIRE FENCE - w - WATER LINE G GAS LINE -T(XX)- OVERHEAD/UNDERGROUND TEL. LINE O P(OH)- OVERHEAD/UNDERGROUND PWR. LINE u_ -SD - STORM LINE -ss SEWER LINE ROCKERY KEYSTONE WALL ° +� v o DECIDUOUS TREE u N o U N o T > o CONIFEROUS TREE _ TREE DRIPLINE (R#) REFERENCE SURVEYS I ML �I vI 1�2 -GGUY POLE 0 v 0 C c:� >O E --GUY ANCHOR � o aVi n �' 0 N CD 00 rn ■ V z z O U m 1I Q z Z W (� > L LJ C/') LLI > z w ccW Lo L0 Z Z p LLJ o X -AJ � n �� SURVEYOP'S CERTIFICATION: THIS IS TO C`_RTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE EY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE iAS OF THE DATE OF THE FIELD SURVEY IN SEPTEMBER, 2014. DATE OF PLA; OR MAP: SEPTEMBER 13, 2014 EDWARD T BARNARD, PLS WASHINGTON REGISTRATION NO. 48745 / El