HomeMy WebLinkAboutR-382301NW 1/4. NW 1144, SEC. 204, TWP-23 N.. RGE. 5 E., W M.
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BEL OW /5 SITUA TED IN THE COUNTY OF KING; STA TE OF
WASHINGTON AND /S DESCRIBED AS FOLL 0#5. -
THA T PORTION OF THE BEL OW -DESCRIBED PARCEL "A " DESCRIBED AS FOLL OWS.-
BEGINNING A T A POINT OPPOSITE HIGHWA Y ENGINEER 5 STA TION (HER£/NAFT£R REFERRED TO
AS HES) 369* 17*/- ON THE SR 405 LINE SURWY OF SR 4050 SR 515 WC. TO S. 67H ST.
WC AND 512.01 FEET EASTERL Y THEREFROM SAID POINT BEING ON THE EASTERL Y BOUNDARY
OF SAID PARCEL "A ; THENCE NESTER! Y TO A POINT OPPOSITE HES J68*50.32 OW SAID LINE
SURVEY AND 221.15 FEET
EASTERL Y THEREFROk THENCE NORTHER! Y TO A POINT OPPOSITE HES 369* 13.54 ON SAID
LINE SURVEY AND 220.06 FEET
EASTERL Y THEREFROk' THENCE NORTHER! Y AL ONG A CURVE TO THE LEFT HA WNG A RADIUS
OF 2103.46 FEET AND AN ARC DISTANCE OF 563.97 FEET TO A POINT 6PPO-97E HES
J74*37. 72 ON SAID LINE SURVEY AND 202.34 FEET EASTERL Y THEREFROM/ ANO THE
NOR THERL Y LINE OF SAID SEC 776 20,• THENCE EASTERL Y AL CNG SAID NOR NEAL Y LINE TO A
POINT OPPOSITE HES 374*54.58 AND 445.03 FEET EASTERL Y THEREFROM/, SAID POINT BEING
ON THE NESTER! Y LINE OF CEDAR A kfNUE 5011 7H; THENCE 50tTHERL Y AL ONG SAID
NESTERL Y LINE TO THE POINT OF BEGINNING.
PARCEL A"
THAT PORT/DN OF THE HENRY H, TAB/N 96WA TIOW LAND CLAIM N0. 37, IN SECTION 20,
TOWIVVSH/P 23 NORTH, RANGE 5 EAST, W.Ms /N KING COUNTY, WASHINGTON, LYING SOIUTHERL Y
AND NESTER! Y OF THE PLAT OF HIGHLAND ADDITION TO THE TOWJV OF RENTON AND THE
NEST LINE THEREOF EXTENDED SOUTH, ACCORDING TO THE PLA T THEREOF RECORDED IN
VOL UME 17 OF PLA T5, OW PAGE 321 IN KING COUNTY, WASHINGTON; AND THA T PORTION OF
THE NORTHNEST QUARTER OF THE NORTHNEST QUARTER (60kfRNMENT LOT 1) OF SECnOW 20*
TO#NSH/P 23 NORTH, RANGE 5 £AST, W.M, /N KING COUNTY, WASH/NGTON, LYING NOR THERL Y
OF PUGET SOUND POMER AND LIGHT COMPANY 5 TRANSMISSION RIGHT -OF WA Y AND EAST OF
PRIMARY STA TE HIGHWAY N0. 1 (SR 405), DESCRIBED AS FOLL 0#5. -
BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID SECTION 20, WTH THE NEST
LINE OF SAID PLAT, ;WICH PONT /S NARTH 89:59 27" #fST 1, 386.85 FEET FROU THE NARTH
QUARTER CORNER OF SAID SEC TOW,• THENCE 50tTH 0179 35 " WEST AL 6 W THE NEST LINE
OF SAID PLA T AND SAID LINE PRODUCED SOUTHERL Y 973.04 FEET TO THE NO?THERL Y LINE
OF PUGET SOUND PONER AND LIGHT CO/PANY 5 TRANSMISSION RIGHT -6F WA Y,• THENCE
NORTH 67113'41 " NEST 4 71. 66 FEET TO THE EASTERL Y LINE OF PRIMARY STA TE HIGHWA Y NO.
/* THENCE NOR THERL Y AL ONG SAID HIGHWA Y TO 1HE NORTH LINE OF SAID SECTOW,• THENCE
SOUTH 89 59 27 " EAST AL OWG SAID NORTH LINE 316.54 FEET TO THE POVNT OF BEGINNING.
THE SPECIFIC DETAILS CONCERNING ALL OF THE ABOVE LEGAL DESCR/PIONS ARE TO BE
FOUND ON SHEETS 6 AND 7 OF THAT CERTAIN PLAN ENTITLED SR 405, SR 515 WC. TO 5.
61H ST. WC., NOW OF RECORD AND ON FILE IN THE OFFICE OF THE WASHINGTON SECRETARY
OF TRANSPORTA TON A T OL YMP/A, WASHINGTON AND BEARING A DA TE 6F APPROVAL OF MA Y
24, 2007.
SITUA TE IN THE CITY oi - RENTON, COUNTY OF KING, STA TE OF WASHINGTON.
DATUM
NAW) 88
A 9 S/S OF BEARINGS
N8959251W ALONG THE NORTH LINE OF THE NORTHII£ST QUARTER OF S£CTON 20 B£TN£EN
THE FOUND NORTH AUARTER CORNER AND THE FOUND SECT/ON CORNER PER RECORD OF
SURW r RECORDED UNDER RECORDING NUMBER 2000101012900001.
BENCHMARKS.
CITY OF RENTON BENCHMARK NUMBER 418
BRASS PIN /N CONCRETE MONUMENT
L DCA TED A T THE INTERSECT/ON OF SOUTH 7TH STREET
AND REN TOW A VfNUE SOUTH.
EL EVA TION 30580 (93.210M)
MERLINO LAND DEVELOPMENT CO., INC.
RENTON, WASHINGTON
NOTES
1. ALL TITLE /NFORMA T1 SIV SHOWY ON THIS MAP HAS BEEN EXTRACTED FROM FIDELITY NA TONAL T/TLE
INSURANCE COMPANY TTLE POLICY NO. WA -FBMC-IMP-27WAG14-1-14-20368801, DA TED MARCH 7, 2014.
IN PREPARING THIS MAP, CORE DES16N. INC. HAS CONDUCTED NO INDEPENDENT T/TLE SEARCH NOIR IS CORE
D£SIGYV, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE
SHOMIV OW THE MAP.
2. THIS SURW2rY REPRESENTS 14.98LE PHYSICAL IMPROVEMENT COVDITOVS EXISTING OW APRIL B 2005 ALL
SURW r CONTROL INDICA TED AS "FOUND" WAS R'CO kfRED FOR THIS PROXCT IN APRIL, 2005
3. PROPERTY AREA = 160, 943.1 S011ARE FEET (3.69471 ACRES).
4. ALL DISTANCES ARE IN FEET.
5. THIS /S A FIELD TRA W2rRS£ SUR W2rY. A 56KXA RPE SECOND COMBINED ELECTRO N/C TOTAL 5 T T/ON WAS
USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETNEEN THE COWTROLL/NG
MOWUMENTA TION AS SHOW CL OSURE RA TOS OF THE TRA W2rRSE MET OQ EXCEEDED THOSE SPECIFIED /N
WAC 332-130-090. ALL DIS TANCE MEASURING INSTRUMENTS AND EQUIPMENT HAS BEEN MAINTAINED IN
ADvVSTMENT ACCORDING TO THE MANUFACTURERS SPEC/F/CA TIONS WITHIN ONE YEAR OF THE DA TE OF THIS
SURVEY.
6. UTILITIES OTHER THAN THOSE SHO N V .MA Y EXIST ON THIS S/ 7f. OWL Y THOSE UTL/TIES NITH EWDENCE OF
THEIR INS TALLA 776 VISIBLE A T GROUND SURFACE ARE SHO WV HEREON. UNDERGROUND UTILITY L OCA TIONS
SHOOV ARE APPROXIMA TE OWL Y. UNDERGROUND CONNECTIONS ARE SHONIV AS STRAIGHT LINES BETHEEN
SURFACE UTILITY L OCA TIONS BUT MAY COWTA/N BENDS OR CURW EES NOT SHOMV.. SOME UNDERGROUND
L OCA TIONS SHOW HEREON MA Y HA W BEEN TAKEN FROM/ PUBLIC RECORDS. CORE DESIGN ASSUMES NO
LIABIL /TY FOP THE ACCURACY 6F PUBLIC REC6 P95.
7. A PORTION OF THE CONTOUR INFORMA TIOW SH01W HEREON (DASHED) IS BASED 6W FIELD SUR ff AS
PROVIDED 8Y CH2M HILL IN NOWMBER 2009. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF
/NFORMA TOW PROVIDED 8Y CH2M HILL.
UTIL17Y CONTA CTS
ELEC7AYaTY/JVA 7l1RAL GAS`
SENCRAN ITR
PUGET SOUND ENERGY
CITY OF RENTON
P 0 80X 97034
1055 S GRADY WAY
BELLEVIIE, WASHINGTON 98009
RENTON, WA 98057
1-800-321-7890
425-430-7234
CA&r..-
ROAD AND GRADING PLAN
COM/CAST
ROAD AND GRADING DETAILS
14870 NE 95TH STREET
ROAD AND GRADING DETAILS
REDMONO, WASHINGTON 98052
STORM DRAIN PLAN AND PROFILES
1-877-824-2288
VA &Z T SECTIONS AND DETAILS
DECISION
THE MERINO SWIOPT PLAT AND EXCEPTIOW THROUGH MUD/F/CAT/AN, FILE NO. LUA14-000568; £CF, �1
PL -A, MAD /S APPROW2rD SUMCT TO MEET/NG THE FOLLONING MITIGATION MEASURES. -
1. THE APPLICANT SHALL CO&PL Y KITH THE SEPA MITGAXW MEASURES THEY ARE AS FOLL ONS`
a PROLE'CT /S SUB„ L'CT TO BOTH ICICLE CREEK ENGINEERS INC., GEOTECHNICAL ENGINEERING SERWCES
REPORTS DA TED APRIL 23, 2014, INCL UDYNG BUT NOT LIM/TED T0.•
i THE APPLICANT SHALL BE REOUIREO TO REGARD AN THE FACE OF THE SHORT PLAT PLAN THAT THE
REAR YARD BUILDING SETBACK, FAR ALL STRUCTURES, SHALL BE A MINIMUM DISTANCE OF 25 FEET
FROM THE ENGINEERED PROTECTED 20'E ALONG THE NEST PROPERTY LINES OF ALL SEVEN LOTS.
ii THE APPLICANT SHALL BE REQUIRED TO RECOPD OW THE FACE OF THE SHORT PLAT PLAN THAT THE
SIDE YARD BUILDING SETBACK FROM/ THE PO?TION OF THE ENGINEERED FILL SL OFF AREA TO THE
NORTH OF LOT 1 AND TO THE SOUTH OF LOT 7 SHALL BE 10 FEET FAR ALL STRUCTURES
THE APRICANT SHALL BE REQUIRED TO SL16HTL Y BERMIGRADE THE NEST EDGE OF THE PLATEAU AT
THE CREST OF THE ENGINEERED SLOPE TO PR£WNT SURFACE WATER RUNOFF ONTO THE SL APE FROM!
THE PLATEAU.
2. THE APPLICANT SHALL MAKE A NOTE OW THE FACE Or THE SHORT PLAT THAT STATES THAT THE
RFNVFORCED SGML SL APS (RSS) WAS EVAL UA TED FAR SL OPE STABIL/TY FAR RESIDENCFS (TYPICAL
TW -STORY, #VW -FRAME CONSTRUCTION) ANL Y. ADDIT16WAL STRUCTURES SHOULD B£ EVALUATED FAR
SL APE STABILITY.
3. CORES OF WASHINGTON STATE DEPARTMENT AF TRANSPOR IAT/OW: 5 (#.SOOT) INSPECTOR DA It Y REPORTS
AND ALL MATERIAL TESTING REPORTS FROM/ THE ORIGINAL PRMCT ARE REQUIRED TO BE SUBMITTED
MITH THE GIW! PLANS
4 A CURRENT TAPOG'RAPHIC SIRW2rY, STAMPED BY A PR6FES90WAL LAND SIJR; YOP, NIL! BE REOUIRED
TO BF SUB1/ITTEO KITH THE C/WL PLANS.
5. NO W£GETA )ION /N THE PROTECTED SL OPE AREAS SHOULD BE CUT DONlV OR 07HERMSE REMO; 0
DURING CANSTRVCTIAN OF THE SHORT PLAT IMPROWMENTS, OTHER THAN THOSE DIRECT! Y TIED TO THE
CANSTRUCT/AN OF THE CUL -DE-SAC ROAD IMPROVEMENTS
6. THE APPLICANT SHALL BE REQUIRED TO CREAT£ A H6WTO)OVERS' ASSOCIATION (HOA) NITH SHARED
RESPONSIBILITY FOR BASIC TREE AND kf6;ITATIOW MAINTENANCE OF NAT1W GROWTH PROTECTION
EASEMENT O kfR PORTIONS OF TRACT A, INCLUDING PROTECTED SL OWES A DRAFT OF THE DOCUMENT(S)
SHALL BE SUBJW//TTED TO THE CURRENT PLANNING PROXCT MANAGER FO? RENEW AND APPROVAL PRIOR
TO THE RECORDING OF THE SHORT PLAT.
7. A NV0Q, SPLIT -RAIL FENCE SHALL BE COWSTRUCTED ALOWG THE SOUTH BOUNDARY OF CATEGORY 3
STREAM BUFFER. THE FENCE SHALL BE COWSTRUCTED PRIOR TO RECOPD/NG THE SHORT PLA T. A
REQUIREMENT TO MAINTAIN THE FENCE BY A HOI/EM WERS' ASSOCIATON SHALL BE PLACED ON THE
FACE OF THE SHORT PLAT.
OWNER
AI£RL/NO LANO 0£VEL AAAIENT CO., INC
5050 IST A 5, 5U11T 101
S£ATTL£, WASHINGTON 98108
(206) 999-8874
ENG/NEER/SURVEYOR
PLANNER/LANDSCAPE
064E D£S✓G7V INC.
14711 N.E. 29TH PLACE, SU/TE 101
B£LL£Vl/E, WASH/NGTON 98007
(425) 885-7877
CONTACT.- Sx/ER/ MURATA, P.£.- ENGINEER
RGP£RT D. NEST, P.L.S.- SURVFYGW
LAFE B. HERMANSEN - PLANNER
ADJACENTLAND USE
NARTH - S/NCLE FA MIL Y RES/D£NIIAL
EAST - S/Nl,YE FAM/L Y R£S/O£NDAL
SAUTH - VACANT
NEST - STATEHIGHWA Y/405
T E.S. C. SUPER VISOR
TZID
SITE S TA TIS TICS
TOTAL SITE AREA:
PROPOSED USE -
NO. OF L OTS.•
PROPOSED DENSITY
PERMITTED DENSITY
EXISTING ZONING:
CRITICAL AREAS -
RIGHT OF WAY DEDICA TION.-
SEISMIC DESIGN CATEGORY
STRUCTURAL DESIGN CRITERIA:
PARCEL NUMBER:
VEST/NG DATE
OCTOBER 3 2014
160, 943* SF. (J.69 ACRES)
DETACHED- SINGLE FA MIL Y
7 * OWE TRACT
6.67 D. U./AC.
8 D. U./AC.
R-8
103, 440 Sr
8,190 Sr
D
.SEE STRUCTURAL PLANS
202305"4
LOT COMB/NAT/ON
SHEETINDEX
C1.01
TITLE SHEET
C1.02
SITE MAP
C2.01
EROSION CONTROL PLAN
C2. X
EROSION CONTROL NOTES
C2.32
EROSION CONTROL DETAILS
C3.01
ROAD AND GRADING PLAN
C3.31
ROAD AND GRADING DETAILS
C3.32
ROAD AND GRADING DETAILS
04.01
STORM DRAIN PLAN AND PROFILES
04.31
VA &Z T SECTIONS AND DETAILS
C4.32
STORM DRAINAGE DETAIL S
C5.01
SEER/WA TER PLAN AND PROFILES
C5.31
WA TER DETAIL S
C5.32
SE#ff DETAILS
L2.01 LANDSCAPE PLAN
L2. X LANDSCAPE SCHEDULE & DETAILS
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A L OT COMB/NA TIOW MERGING THE TNb UNDERL PING APIs 2023059085 WAS
RECORDED IN NOICMBER 2014 UNDER REC120141114010240.
PERMITNUMVER
UTILITIES. U14-005777
BUILDING: 815-000896
R-382301
IN COMPLIANCE WITH C17YOFRENTON
STANDARDS
BY i DATE: -' •
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