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I I Ir---------~M_----~~------~--------~----~J/ , l I I -~ --,/ I I / / / ----""" --" ,--'" ""'"-~" 1--""" " \ \ l I _ i 2_ -..--- _l- I \ \ 1 1 I \ \ \ \ \ / ACCEJ I /' 9 /' /' /' 444 fXI511NCi 1KU 10 / Bf RrIAINW, fYf'ICAl- 88 i _ l 6 ------.~-" I lor s a,200 50 PI (1,270 50 fI) E I I 1 I 1 1 1 1 1 1 1 1 1 1 I __ J l \ \ \ ALDER 18 FII~ \ \ \ \ \ \ \ \ FIR \ \ COTTON \ \ \ \ HONEY BROOKE 4 VOl_ no, pes 4~6 I I I I \ \ \ \ \ \ \ TRACT A N, 3 12 ct/:)~ , , , , \ I , R Af\J GE J) A~/r / / /" TRACT L EAST, ""-""'-\--,-, ---'"" ,"-' o o W.M. • B01 ANICAl-NNAE: / co MMOIN NAME: fRt:b Betula jacquemonti/ JacquemDrltii Birch Cercldlph~lum japonlcum/ Katsura Cornu5 Kousa/ Kou5a flowerirnq l7oCjwood OIY 7 12 5 SIZE: 1.'7" cal 15 " cal 15" cal ~~~F\1,'I1rfb";Y JUN 13 2011 RECEIVED RE:MARKS full and MatcnlnCj full and MatchlnCj full and Matchlnq 1 rGiAl-Wi5 X 2 lr:rr:S/ Wi MINIMUM ~ litlrU:S RWUIRW IB iRE:E:S PROVIl7W t7 H---I-- / Rt:PlAct:Mt:~lf fRt:t:S P 5eudotsuCja menzlesll/ l7ouCjla5 fir SHRUBS and uROUNtJ COVt:R Viburnum david 11/ l7avld Vlburnurrl CI5tu5 nljbrldus/ Rockr05e Arctostaphyllo5 u'la~ur51/ KlnnlKlnnlK 14 56 75 400 6' ~B' ht min, full and MatchlnCj I qallon 2 Cjallon I qallon full and Matchlnq full and Matchlnq full and Matchlnq Plant 70" 0,(, Note: hdjust qround cover based on Installed driveway locations 7" MA):_~ SPECIFIED TREE STAKE(S) ---, INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS_ PLANT TREE 1 "-2" HIGHER-~ THAN IN NURSERY WATERING BASIN --~~ / STAPLE ~ l REINFORCED RUBBER HOSE OR VINYL W/16 GA WIRE TIES \---PkUI,IE DISEASED AND BROKEN BRANCHES r--~--HOSE & WIRE TIES, SEE DETAIL ABOVE r--REMOVE BINDING TWINE & TOP 1/3 OF BURLAP, 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) UNDISTURBED GROUND K«<~ll~4';8~+-f--6" DEEP, FIRM, NATIVE SOIL MOUND 12" MIN, FOR WOOD STAKES & 18" FOR REBAR 2x IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING, fRrr Pl,ANiINu ANt7 5iAKINu t7riAll NOT TO SCALE DO NOT PIERCE ROOTBALL WITH TREE STAKES, TYPICAL. lANt75CAPt: NOft:S I. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMiliARIZING THEMSELVES WITH ALL OTHER $ITE IMPI~OVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR fS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATt:R ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER_ -- 4. CONTRACTOR SHALL 8E 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 PLA.NTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO 8E WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS p.ND STICKS LA.RGER 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 :!" FINE FIR 8A.RK. g, ALI-. PLANT MATERIAL SHALL BE FERTIUZED WITH ACRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT'MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACE"'IE~TS MADE AT ONCE, . A. GEI~ERAL: 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 CONDITlONS 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. PLA.NTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE Of DISEASE, INJURY, INSECTS, DEC~,Y, HARMfUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROW,L 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, HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED 8Y DEVELOPER. o 20 :'f-,' 4 0 SEE ABOVE FOR ADDITIONAL SCALED DRAWINGS 80 I STAl WASHI .~ JEFF M CERTIFICA f-- <C -.J [L L (J)C W~ Z~ CL <C PI c l U LA- SHEET 1 OF - I CITY OF RENTON SHORT PLAT RENTON, WASHINGTON NE1IW PRIVATE EASEMENT FOR INGRESS, E~,RESS & UTILITIES MAINTENANCE AGREEMENT NqTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS A~P UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN O~ THIS SHORT PLAT. THE OWNERS OF LOTS 2 THOUGH 7 SHALL H~VE AN EQUAL AND UNOIVlDED INTEREST IN THE OWNERSHIP AND REpPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS E~SEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND M41NTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STPRM WATER QUALITY WlTHIN THIS EASEMENT, PRIVATE SIGNAGE, A"D OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON O~ OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE S~ARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS E~,SEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER rljAN 20 FEET. D~CLARATION OF COVENANT TH~ OWNERS OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN REIfURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SlqNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL IN1EREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO A~,Y AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SU~BDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND Al SHOWN ON THIS SHORT PLAT. OWNER'S DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT ~, THE UNDERSIGNED OWNERS OFlINTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, DO HEREBY MAKE A SHORT SUBDIVISION THEREFORE DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS I IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. CtlRNES CONSTRUCTION, Limited Liability Company BAI' NNER BANK, A WASHINGTON CORPORATION 4CKNOWLEDGMENTS _ ~tate of Washington 90unty of .1 On this _ day of , 20--, personally appeared t9 me known to be the of the Limited Liability Gompany that executed foregoing i~strument, and acknowledged the said instrument to be the free and voluntary oct and deed of said company, for the uses and p~rposes therein mention, and on oath stated that he/she was duly authorized to execute the said instrument I IIVtness my hand and official seal hereto affixed the day and war first above written Notary Public in and for the State of Washington Notary (Print) My Appointment Expires ----------Date _____ _ ~tate of Washington 10unty of .1 On this _ day of , 20-, personally appeared to me known to be the _____________ _ o:f the corporation that executed foregoing instrument, and a1cknowledged the said instrument to be the free and voluntary 9ct and deed of said corporation, for the uses and purposes t~erein mention, and on oath stated that he/she was duly authorized to execute the said instrument and that the seal 1ffixed is the corporate seal of said corporation. . yt'itness my hand and official seal hereto affixed the day and ~ar first above written Notary Public in and for the State of Washington Notary (Print) My Appointment Expires _________ _ Dote RtCORDER'S CERTIFICATE No. APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE CITY OF RENTON Administrator of Public Works Examined and approved this __ day of _____ 20_ Examined and approved this __ day of _____ 20 __ Assessor SCALE: 4~LlO _.:-:._.::.J .... r~r lllilililllllilr-----T SCALE 1" -40' Deputy Assessor PORTION OF City of Renton Administrator, Deportment of Public Works Account Number _1_0_2_3_0_5-_9o_6_9 ____ _ SE1/4 OF SE 1/4 OF SEC 10, TWN 23 N, RG 5 E, W.M. CURVE TABLE CURVE LENGTH RADIUS DEL TA Cl 39.27 25.00 90'00'02" C2 39.27 25.00 89'59'58" ADDRESS LOT 1 -502 JERICHO AVE NE LOT 2 -510 JERICHO AVE NE LOT 3 -516 JERICHO AVE NE LOT 4 -522 JERICHO AVE NE LOT 5 -5311 JERICHO AVE NE LOT 6 -5312 JERICHO AVE NE LOT 7 -5318 JERICHO AVE NE N88·20'45"W ------------- NE 5th STREET FOUND 2" BRASS DISK IN CONCRETE IN CASE (12/09) 10 RIGHT OF WAY DEDICATION 21 LINE TABLE LINE TABLE LINE LENGTH BEARING LINE LENGTH BEARING ~----~L14-___ ~13~.5~7+_~N~00~·1~3~'12~"E4_--~L~11~-~60~.0~3~~N~00~'1~3'~12~"E L2 15.00 NOO'13'12"E L12 10.00 N89·46'46"W L3 25.00 N89'46'46"W L13 10.00 N89'46'46"W L4 13.02 NOO'13'12"E L14 60.03 NOO'13'12"E L5 26.00 N89'46'46"W L15 65.00 N89'46'46"W L6 7.00 SOO'13'12"W L16 75.00 N89'46'46"W L 7· 28.03 NOO'13'12"E L17 46.61 NOO'13'12"E L8 51.00 N89'46' 48"W L18 26.00 S88'54'44"E L9 10.00 N89'46'46"W L19 128.96 NOO'13'12"E L10 10.00 NOO'13'12"E L20 10.00 S88'20' 45"E L21 10.00 S88'20'53"E SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: DECEMBER 2009 BASIS OF BEARING: SOUTH LINE OF THE SE 1/4 OF SECTION 10-23-5 (NE 4th ST) (N 88'21'09"W) LiL BENCHMARK: CITY OF RENTON CONTROL # 1852 V SE CORNER OF SECTION 10-23-5 FOUND 3" BRASS DISK IN CONCRETE IN CASE AT THE INTERSECTION OF NE 4th STREET AND NILE AVE NE (148th AVE SE) ELEVATION = 454.77' (138.61401) NAVD 88 LUA-10-026-SHPL LNO-20-0555 UNPU\TTED 100.03' S 88·20'45" E 116.03' 394. 36' REFERENCE SURVEY: PLAT OF HONEY BROOKE DIV. 2 VOL 216, PGS 43 45 REC#20030909002327 , I I I 14 : 0) L!) LOT 4 5,790 sq. ft. 100.00' w -----1 L18 I LOT 7 7,099 sq.ft. (6,649 sq.ft.) . 0) L!) N89·46' 46"W .-----~~~~~~--------~Lo I , , I , 115.99' t'- A2 A28 168.30' I 266.~4' ... '" I N88·20' 44 W (DEED) A26 I / / I N88·20'45"W (C) : TRACT_F __ ) V TO THE CITY OF RENTON -+---...... I '0 LOT 3 w r'--, : 0 'N'O:::i : 0) A29 0) / NE COR OF THE S 1/2 OF THE NW 1/4, SE 1/4 SE 1/4 OF SEC 10-23-5 REC NO _______ _ ..-A25 I '1'0 7,300 sq.ft. ..-0 I I I t'-(5,863 sq.ft.) i'0 r0 '0: LOT 6 '0 , r t'-0 0 I NEW PRIVATE ACCESS & g '0: 8,120sq.ft. 0 : UTlUTY EASEMENT I Z C.,';/ t'-~ (6,300 sq.ft.) t'- ""' ~ : ~---------L~6--------1-~/ m: ~ NEW PRIVATE ACCESS & 15 A24 '" 39 I J \ \ r-- ---j -w ~:...r I~r~ ~: = =:: N~t~~~~~ :~~<: -::'~;I'= = .. ~~ -N8~S~:E~5Wf.~:R4:E~A'~S~E· ~E~N·~T~" .... Z I L1g-------L15---------, 0 M I C' ~ 10 ' ~: NEW PRIVATE STORM ~\ d: REC*20110425000049 .- b o Z \ . __ . ' -_J . _ _ ................. --, ......... ~~. _7 --. \ \ \ 38 14 13 S 1/4 OF SEC 10-23-5 r-FOUND 3" SURFACE , BRASS DISK 1 2 W/PUNCH (12/09) >w ~;;:) wI' 0'/ EASEMENT A '0 \ t'-: LOT 5 ~o 3: L,OT 2 C! « bPi r:.:: I 1'0 ~ L5: 8,120 sq. ft. 0 ~j N: :~ 7,300 sq.ft. t'------:ri (5,925 sq.ft.) R ~ ;;: :!, (5,268 sq.ft.) --'I L3 NEW PRIVATE STORM ~ II }L --' : ~ L --.. I EASEMENT B r-.. • 'r.... I 0 00' I, ~ 0: ~ L9 I 10 . L8 ~! 115.99 YJ 0l~ 0 Ie' ;;:) I Z:~ r. _~:::i N89·4Y' 46"W r5': 99 I L12 , , 0 I N I ..t I L!) , , A1 ..... 42 Ml A2 A40 --A39 A38 A ... A36 N88·20'53"W 53.37' A9 A35 --A34 • A~ A7 All A32 A33 t A~O ... A~TRACT A (N,GPE)", 77,106 sq. ft. ~. A4 i:J, ... A12 .> ~J '" ,,-AS 0li)J"J '" A12 ... ~ ~ <r A5 O,l:'~ft.?~ A14 A23 A22 \ \ A21 ... \ A20 A19 .. A18 LEGEND 4- o • -- EX PK NAIL EX MON IN CASE EX REBAR / PIPE AS NOTED SET 1/2" REBAR & CAP #38992 SECTION CORNER c::::0=::J QUARTER CORNER (P) HONEY BROOKE #2 VOL 216, PGS 43-45 (C) CALCULATED O · LOT 1 '<r. ~ J:':j -.:IV",""'A. : t'-5o~~6 a~~~f:. \. '(~C~/~ 1_ 'o%( ,...... H!ACT E 21 14 I ~ 'I V~ A1S ... .L : L21 '100.03' ::::i '~J FOUND 1" 1RON "" N88·20'S2"W [DEED) (0 H) S 88 to'53" E ...... ...... 266.94' FOUND 2" BRASS DISK IN CONCRETE IN CASE (12/09) :1---·;~:.:::.;,::--1-=~---:-s8E~~;s~~-~~ti~4---4-=--~P:IP~E....;~....:;;;;;;;;;;;;;~1~N'88·20'S3"W C) ~ 'I '{ 84.11' t--9 394.14' A17 (." - 10 I :g I FOUND 1/2" REBAR & '1 TRACT A c'> v SE COR SEC 10-23-~ co CAP H )~jEY BROOKE 2 HONEY BF OOKE 4 ~'?' CITY OF RENTON MON #1852 1306.28' (C) -::r-VOL 216, PGS 4.3-45 VOL 220, PGS 4-6 '\: FOUND 3" SURFACE BRASS -~--r -_ ___ _ DISK W/PUNCH (12/09) CITY OF RENTON MON #1851 S88·22'19"E 2623.83' (CITY) ---_ _ A 10 11 FOUND 2 1/2" SURFACE S88·22'14"E 2623.87' (MEAS) 2642.56 (KCAS) 2642.62' (MEAS) SEC COR to 1/4 COR V ~ BRAS DISK w/ PUNCH (12/09) S88°21'09"E (BASIS OF BE~RING) NE 4th STREET 15 14 15 LAND SURVEYOR'S CERTIFICATE - Filed for record this __ day of ___ ,20_ at __ in book __ of ___ at page __ _ at the request IV This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording jg TOUMA ENGINEERS LAND SURVEYORS,PLLC CAIRNES of Dan Touma Act at the request of C irnes Construction, LL C In J u n e 2011 c-",,-,,-"'-~~--., ?J.A-~ ~gr. Supt. of Records :..e'ertificate No. 38992 WEST VALLEY EXECUTIVE PARK OWN. BY DATE Jcr joBUI~O. 6632 SOUlH 1915T PLACE, SUITE E-102 • KENT, WA 98032 DAN T. JUNE 201J:1'UILDIIN"" DIVI~6)Q-r002-011 PHONE (425) 251-0665 FAX (425) 251-0625 t-_______ +-_____ D...;;..;.;;;;;;;;.~;;;;..;;l.:::.:..;.:·~S.:.;:;IUI~\I----~ CHKD. BY MHT SCALE SHEET 1" 40' .~------~~-~ -----~--------~-~---.----.---------- 1 OF 2 CITY OF RENTON SHORT PLAT , RENTON, WASHINGTON LEGAL DESCRIPTION THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTH HALF; THENCE NORTH 88'20'44" WEST ALONG THE NORTH LINE OF SAID SOUTH HALF 266.94 FEET; THENCE SOUTH 00' 1576" WEST, PARALLEL TO THE EAST LINE OF SAID SOUTH HALF, 329.36 FEET TO THE SOUTH LINE THEREOF; THENCE SOUTH 88'20'52" EAST ALONG THE SOUTH LINE OF SAID SOUTH HALF 266.94 FEET TO THE SOUTHEAST COMER THEREOF; THENCE NORTH 001S'7S" EAST ALONG THE EAST LINE OF SAID SOUTH HALF 329.35 FEET TO THE POINT OF BEGINNING. AND TOGETH~R WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER AND ACROSS THE NORTH 16 FEET OF THE EAST SO FEET OF SAID SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER. ALSO, AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE NORTH 30 FEET OF THE: SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; EXCEPT ANY PORTION THEREOF LYING WITHIN SAID PREMISES. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON TAX ACCOUNT NO. 102305-9069-05 NATIVE GROWTH PROTECTION EASEMENT TRACT "A", "THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) ON THIS SHORT PLAT IDENTIFIES THE REQUIRED WETLAND BUFFER AREA FOR THE WETLANDS ON. THE CREATION OF THE NATIVE GROWTH PROTECTION ~~~ -EASEMENT·"(NGP~}-CQNVE-YS-TO<rHEQRUBUC-A BENEFICIAL.lNIERESTJ~LTl::iL "~ LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NATIVE GROWTH PROTECTION EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT AREA. THE VEGETATION WITHIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED, WITHOUT THE EXPRESSED WRITTEN PERMISSION FROM THE CITY OF RENTON. THE RIGHT OF WA Y ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVE AND EMPLOYEES OF THE OWNER OR SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. NEW PRIVATE EASEMENT" A" FOR DRAINAGE UTILITIES MAINTENANCE AGREEMENT NOTE: NEW PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 1 THROUGH 7 OF THIS SHORT PLAT. THE OWNERS OF LOTS 1 THROUGH 7 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE DRAINAGE PIPES WITHIN THIS EASEMENT. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. NEW PRIVATE EASEMENT "s" FOR DRAINAGE UTILITIES MAINTENANCE AGREEMENT NOTE: NEW PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 1 THROUGH 7 OF THIS SHORT PLAT. THE OWNERS OF LOTS 1 THROUGH 7 ~HALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE DRAINAGE PIPES WITHIN THIS EASEMENT. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. SHORT PLAT NOTES EASEMENT NOTES TERMS AND PROVISIONS AS CONTAINED IN INSTRUMENT FOR THE CITY OF RENTON ORDINANCE NUMBER 4612. RECORDED UNDER KING COUNTY RECORDING NUMBER 9606210966 EASEMENT AS CONTAINED IN INSTRUMENT FOR THE SNOQUALIME FALLS AND WHITE RIVER POWER COMPANY FOR CONSTRUCTION AND MAINTENANCE AND OPERATION OF AN ELECTRIC POWER LINE RECORDED UNDER KING COUNTY RECORDING NUMB"ER 305589 THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE EXACT LOCATION WITHIN THE PROPERTY EASEMENT AS CONTAINED IN INSTRUMENT FOR ROAD PURPOSES RECORDED UNDER KING COUNTY RECORDING NUMBER S284273 THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE EXACT LOCATION WITHIN THE PROPERTY TERMS AND PROVISIONS AS CONTAINED IN INSTRUMENT FOR DECLARATION OF COVENANT FOR IMPERVIOUS SURFACE LIMITS RECORDED UNDER KING COUNTY RECORDING NUMBER 20110420000385 EASEMENT AS CONTAINED IN INSTRUMENT FOR PUGET SOUND ENERGY, INC RECORDED UNDER KING COUNTY RECORDING NUMBER 2011061000175. ALL FRONT YARDS OF ALL LOTS WITHIN THIS SHORT PLAT SHALL FACE WEST. RECORDING NO. VOL./PAGE SCALE: 4~ .. ~_2r_r--r ____ ·T SCALE 1" == 40' PORTION OF SE 1/4 OF SE 1/4 OF SEC 10, TWN 23 N, RG 5 E, W.M. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: DECEMBER 2009 BASIS OF BEARING: SOUTH LINE OF THE SE 1/4 OF SECTION 10-23-5 (NE 4th ST) (N SS'21'09"W) A BENCHMARK: CITY OF RENTON CONTROL # 1852 V SE CORNER OF SECTION 10-23-5 FOUND 3" BRASS DISK IN CONCRETE IN CASE AT THE INTERSECTION OF NE 4th STREET AND NILE AVE NE (148th AVE SE) ELEVATION = 454.77' (138.614m) NAVD aa REFERENCE SURVEY: PLAT OF HONEY BROOKE DIV. 2 LUA-10-026-SHPL LND-20-0555 VOL 216, PGS 43-45 REC#20030909002327 N88"20'04"W ~ --_ _ __ 26_4_9.65' (PLAT) i· 1324.78' --r FOUND 2" BRASS DISK \ 1324.78' WITH PUNCH IN CASE ....... ..-.. C/R CONTROL #1849 ~ ~ (12/09) uw !o:::::!:~ '-" '-" :::: '0 ':..t r-: <0 LC.l r;; Lri Lri ...-1"')1"') <0<0 NN w . . N...- ...-LC.l i-r>r-: r ..... 01"') 0"'- Z 2"BRASS MON W/PUNCH IN CASE (NOT VISITED) PER PLAT HONEY BROOKE NE COR OF THE S 1/2 OF THE NW 1/4, SE 1/4 SE 1/4 OF SEC 10-23-S 3: 3: ~J_ N88'20'37"W ~b. -----.: 1323.04' -..... 1) N88"20'37"W 1323.04' _~ ,J w LC.l "If' \ CoCo pp 00 00 U)U) 10 \ I ~ "'/,i'-~ 15 SITE ·S 1/4 OF SEC 10-23-S FOUND 3" SURFACE BRASS DISK W/PUNCH (12/09) 1321.29' --- S88'21'09"E 661.52' 17 661.52' ~ ~ I") b S88'20'45"E "! ~ ~ / :0 ~384.36. IN ~ :2 • I"') <070 ....: ,.... I") vv .... 0) .r LC.l I"')N 0)0 <0 .... I") NO 384.14' I") U)266.94' '\ S88"20'53"E 3: • N • .... <0 . ,... I") • rex> 0LC.l o <0 U) 3: ~~Ol • <0 LC.l. rex> 010 0<0 U) 66108'~ i-r> <0 oci LC.l <0 -\/ I 10,~!11 2642.58' (MEAS) 2642.5;'6,~(r;;K~CA:US;\)----~~·~;:::1 SECTION SUBDIVISION 1;'~ 14 SE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 E, W.M. SCALE 1 "=400' ~~JV SE COR SEC 10-23-5 fry OlJ{:VIf;IA. CITY OF RENTON MON #18S2 S£p ~NioAr FOUND 3" SURFACE BRASS ITI3 /212011 DISK W/PUNCH (12/09) C12IVI2D c:zg TOUMA ENGINEERS LAND SURVEYORS,PLLC CAIRNES SH£®E~irD PLAT SEP 2 1 2011 WEST VALLEY EXECUTIVIE PARK . DWN. BY DATE BUILDING 01 JOB NO. 6632 SOUTH 1915T PLACE, SUITE E-102 • KENT, WA 98032 DAN T. JUNE 2011 fISJONs60-002-011 SCALE SHEET PHONE (425) 251-0665 FAX (425) 251-0625 ~~--:~ ___ -+ _______ +-______ --I CHKD. BY MHT 1" 40' 2 OF 2 SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. I I / ! I I ; I • l • • ! ! \ A18 '-~t' (:-'A'~ ::,r'--; ,:>"X>-'j ;-'tY f Of RnHO?~ M0!-f <~ !":;~~\:I} GRAPHIC SCALE kI-~_.'!-·r---~-_-______ -,T ( IN FEET) 1 inch ~ 000 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: DECEMBER 2009 BASIS OF BEARING: SOUTH LINE OF THE SE1 /4 OF SECTION 10-23-5 (NE 4th ST) (N 88'21'09"W) d BENCHMARK: CITY OF RENTON CONTROL # 1852 V SE CORNER OF SECTION 10-23-5 FOUND 3'" BRASS DISK IN CONCRETE IN CASE AT THE INTERSECTION OF NE 4th STREET AND NILE AVE NE (148th AVE SE) d ELEVATION = 454.77' (138.614m) NAVD 88 V SITE BENCHMARK: WEST RIM OF EX SSMH LOCATED NEAR THE NORTHWEST CORNER OF PROPERTY ELEVATION = 456.89' (NAVD 88) LEGAL DESCRIPTION THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTH HALF THENCE NORTH 88'20' 44" WEST ALONG THE NORTH LINE OF SAID SOUTH HALF 266.94 FEET; THENCE SOUTH 00'15' 26" WEST, PARALLEL TO THE EAST LINE OF SAID SOUTH HALF, 329.36 FEET TO THE SOUTH LINE THEREOF THENCE SOUTH 88'20' 52" EAST ALONG THE SOUTH LINE OF SAID SOUTH HALF 266.94 FEET TO THE SOUTHEAST COMER THEREOF; THENCE NORTH 00'15' 25" EAST ALONG THE EAST LINE OF SAID SOUTH HALF 329.35 FEET TO THE POINT OF BEGINNING; AND TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER AND ACROSS THE NORTH 16 FEET OF THE EAST 50 ~ ... F,"E;I:TQFSA)DSOUTH HALF OF>.THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER ALSO, AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE NORTH 30 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; EXCEPT ANY PORTION THEREOF LYING WITHIN SAD PREMISES. LEGEND [gJ CB (TYPE 1) @ STMH (TYPE 11) o ® SANITARY SEWER MH *~ MII1.. WATER VALVE m:" WATER METER/SERVICE 0 -O-~ FIRE HYDRANT ® -0-UTILITY POLE E-Gu Y WIRE IZI SIGNAL CABINET 181 POWER JUNCTION BOX :0: LIGHT POLE rn GAS VALVE [£J POWER VAULT ~ POWER PEDESTAL D o TELEPHONE VAULT TELEPHONE CABINET SIGN CONIFER TREE DECIDUOUS TREE MONITORING WELL MAIL BOX PK NAIL MON IN CASE/ EX REBAR / PIPE AS NOTED City of Henton Planning Division M'R -5 '1010 DATE JOB NO. f- Z UJ ::J () U ...I ...I ... Z o .... I- U :::) ~ I- ~ Z o U ~ w Z ~ .... ~ ro o UJ >:: () UJ I () ro o UJ Z Q <Jl UJ o rJJ a: UJ UJ Z (') Z UJ « :2: ::::> z o 0 f-f= ro ~ o () Z <Jl ~ ~ tu 5: o UJ >-~ ::::> <Jl 12/22/2009 DWGNO. ________ __ 1 SHEET OF 1 '1 /0 D Z -1 AND SIDE'w' lOi 4 6,12050 PI 1 " '1 I 1 A C C E;;..S~~~>:. ,/ /1 I • '1 /0 D Z -1 1,1 (0 7 / / I / / / / / / / / / / 10, / / I / I / ! '1~~~~~~~~-----------,-,------,-",-,-,,-,-,----~~IH-----,----~~--~~:1~'-~'~'="~~~='~~~:'~--~=J;// I I L ~,_ ~~~~ / I 1 ;w "'z 1 15 1« I ",0 IGI 18J1 .' \+I~~~~·· I-:J ';;: ': lOi'5 I \ : 1,700 50fT I ( 0~9L?5af,1) ,-,AVe!'" ~-~-~- / -" -~---_.,-,._-/ ,(~ ///F I/) I/) w , ,-"" -, ~ " ,-~ ~ ~ ,-"'G' , ,-, j <I ---------------------- 'CC.:-~ ~ ~ ~ ~ ~ /~-= ~~ ~ ~ ~ ~~ ',-, ""'" ",-,/-,-D"- (0,910 som ~-.,-,,~ ---~-. -- I ACCESS I I lOil 0,716 50 PI L ___ , \ 10 \ \ n n ~-lZ:h I __ ,_ J 36 FIR 15 HOi\lEY VOL 216, ,/ --- I / / " \ \ • '1 /0 Z -1 • \ , , ) I 6 U,'jll/ 50 rr 50m .J lOi :7 8,20050 PI (1,25050 PI) ~ ~ ~ ~' __ ""_ ~ __ ~,J 3 1 • \':tS2;..FI R , \ \ \ \ \ /" /" . • /" /" /" '\ \ , ~ -"--- 9 fXI511Nu 1K;; W [3[: Rr:1AI\lW, fYPICAv 88 0'53" E 442 \ \ 12 \ \ \ \ \ \ \ \ FIR \ \ 18 FIR \ \ \ \ , / COTTON --"'-" " \ " \ " \ " \ " \ "-) HONEY [mOOK[ ~, VOL 220, Des 'f' 6 \ \ 3 12 TRACT A .. , N, I' \ , , 24 , , RANGE 't EAST, W.M. •• PLANf 5CH~DUL~ BOrANICAL NN-~t:./ COMMON NAMt:. I Betula Jacquemon,~I/ JacCluemontil 7lrCn Cercldip~4lum ja~Onlcum/ K,abura Ccr~u5 Kou5a/ Kc!u5a flowerirnq t/oCjwood i , QIY 12 7 51Zt:. 15" cal 15" cal 15" cal PLAN REVIEW CITY OF RENTON JUtI 13 2011 RECEIVED Rt:.MARK5 full and Matchinq full and Matchinq full and MatchirCj 1 rofAL Wr5 X 2 rRET5V lOr MINIMUM ~ 141lRr:r5 RrGUIRW IB 1lRt:.~5 PROVIt/W REPlACEME~lf fREES P5eudotsuCja menzle511/ DouCjla5 fir SHRUBS and ~ROUNt/ covn: @ Viburnwil davidii/ David Vlournum @ CI5Cu5 n4bridu5/ RocKro5e """1~~~~;c:,A Ardo5taphqllo5 u'la-ur51/ Kinnh,niK 14 76 77 400 6' -B' ht min, full and MatchlnCj I Cjallo1 2 Cjallon I Cjallm full and MatchinCj full and MatchinCj full and MatcnlnCj Plant 70" o,c, Note: Adju5t wound cover iJa5ed 01 in5talled drivewaq location5 /f ",,,,,,,"-'''---'''''-'-''\-'''' -,-, .. _", CD FIR Ti\ACT F ' . .. " n OJ N n o o .' 1 r,J; ''''''Ye r:;;;, ----d.\"(~IDllC(Q)@ ~"i.f! Plannin Division ~[pJ 0 (Q) Mrg'~1..<r' SPECIFIED TREE STAKE(oi) ---, INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN "REAS. PLANT TREE 1 "-2" HIGHER-'" THAN IN NURSERY WATERING BASIN --,'-, UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR / STAPLE ~ [REINFORCED RUBBER HOSE OR VINYL W/16 GA WIRE TIES DETAIL ",",-~--\\.""",.~",-\.,";,--". \~~-'PRU"E DISEASED Ai~D BROKEN BRANCHES ['------HOSE & WIRE 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-S) ~.~fA~~,:~~ DEEP, FIRM, NATIVE SOIL MOUND 1_~2x~R~OO<:':T~B~AL~L~I~o;--_r--~I, HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. fRff Pl,ANfINC1 AND 5ffKlNC1 DffAll NOT TO SCALE DO NU[ PIERCE ROOTBALL WITH TREE STAKES, TYPICAL I lANt/SCAPt:: NOreS 1. CONTRACTOR SHALL BE RESPONSIBLE I:OR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS ~'RIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF A~iY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WAT~R ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER.· ~ 4. CONTRACTOR SHALL BE RESPONSIBLE l:cOR 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 I:~OR 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 .A,ND STICKS LARGER THAN 2" DIAMETER. 7. 4 H DEPTH NEW TOPSOIL IN NEW BEDSISHOWN. ROTOTILL INTO TOP 6" OF SOIl. 8. ALL BEDS TO RECEIVE A MINIMUM OF :f FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL 8E FERTIU:~ED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. ! 10. ALL PLANT MATERIAL SHALL CONFORM fO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITlON. ANY REP~C~~~~~!L:M:~~ ;~~~CME~TERIAL !~URNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A 'NORMAL GROWTH HABIT. THEY SHALL 8E FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIII'ilLAR TO THOSE IN THE LOCALITY OF THE PROJECT. 8. TREES. SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN~ PLANTS TO 8E HEA.LTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF ,DISEASE, INJURY, INSECTS, DECM, 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 PLAN\" MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. ~~~~~~~~t: &~'?'''£-~-l.12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. 'd STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. NORlHffi o 20 40 SEE ABOVE FOR ADDITIONAL SCALED DRAWINGS 80 (J] z o JEFF M. VARLEY CERTIFICATE No. 774 LA-01 SHEET 1 OF 1 i " NE 5th STREET EX St;~h f*il £L"'d65.bJ IN'! tL~~-{·-r).)~b 8 2; (JJT [NV U.,w..'y·-t5.95 ~j N in ! \; , , .' ~ ,; ! 11 , W : :6 .... ~ ............ -.......... ~~ ... ~ .... ~ ..... J o ::r:: 0::::: W -=> ZX C8 RlM 0:L::~·'"iA{\"M j~\lV LL-"'44-2,'14 i:l' 12 FOUND :{' Em,:;.:.;;s USA: ;!'l CfJi'ltkCfC / ,/ i ! , H II I SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. Fl>.J!<.![) 1-' SR/I ~/; OLSK iN C\)NtR[TE iN CI,SE pr~,VATt STHCU i~AS.1-:W:::N1 /~ Vt"::;n' 'U FrG. NF!} l1TLC TO ~ CONF;;;;H ..MAP!£ __________ _ 1/Z" ffEB/\R & VOL 216, , r----, I I I I I I I I I L ___ _ I I I HONEY 8r~CQi<S: TRACT A VOL 220, PG'3 i i , / i rCUND 1" IKON .. F'H.)[ TRACT f LEGEND TOTAL TREES ON PARCEL = 96 *". TREES 'W lIN 'WETLAND AND BUFTER = 33 TREES TO BE REMOVED RI'W DR ACCESS = 2 FROM DEVELOPABLE AREA 42 TREES TO BE RETAINED 19 ('WITHIN TRACT A) __ -PROPOSED CLEARING LIMITS City of Renton Planning Division APR -5 1010 GRAPHIC SCALE 30 60 _I_~I fInch -30 feet r- () LU -, ~ D.. DATE JOB NO. r-z LU ::J () u .... .... ... Z o ..... b =-r:.:: t; z o U til w Z r:.:: ..... 5 9 fu C o LU ~ ~ I () >-t!] z $: ~ o >-t!] o LU Z (') iii LU o o ...J o z :s a. z o .... ~ ~ W Ul W 0::: a. W r-W ~o::: 81-r- LU LU I CJ) 02/05/2010 DWGNO. ________ __ 1 SHEET OF 1 li'f\" E,,''''44D)3!') J S Nn lNV U."~'H·t<JS g N !i-~ 10 RIM=45\,,5 IE=447.0 SO ID LOCKING RIM=449.0 :3 IE=445.5 ;'~bi U.=·~AfL59 ,iNV U . .'",4A2J'l-tZ'- 12 filM E>«)"l·6.9G iN'! ~:>·O;;,:>l d N IN FOUI\e:-2'" '3f<i;S;:~ DiSK iN (:CNCf"E;T IH CASE ('12/0;)) / ,/ .f''> , 'ill" "'''=" _,,so ~ I " , , , , ii " " , , r::: ~ ! i;i I :! I ," , I ~ :! , I I . / '" II I , " II ' I I J' I ~N cuncmtir i!i GASt {n/(9) PE1V~.TF :::tF?(Ai iASG:\'lLN:" . A'Ls'r 10 :fri, NE})) TiT:E T0 tOt-<F-RM FOUND i/1'" REGAn St c,..,\p - SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 lEAST, W.M. --/' ,---l I I I I I I / I I I I I I ,"'"Im..._ ....... , _ I' ,m' I I NE GRATE RIM=447.0 IE = 'T,',"", 4th COURT 1,27, / / / / / / rV»lEY 8F~001\E VOL 220, pes ~?-.. / / / 4 _--Alb / / / A26 / fOUnt) i ,. ~tWtJ F'lP£ ;T~A(;T F LOT # 1 3** 4 5 6 7 LOT AREA SQ. FEET 5560 5400 6500 6300 5850 5850 MAX. IMPERVIOUS PER ZONING 55% 3050 2970' 2970 3575 3465 3220 3220 ACCESS HAMMERHEAD 3700 SF IMPt:RVIOUS * ADD 2000 SF TO LOT 2 TRENCH ** ADD 1700 SF TO LOT 3 TRENCH FRONTAGE ALONG JERICHO AVE NE (2970 SQ. FEET REMOVED) 1900 SQ. FEET ADDED -SIDEWALK DISPERSION MITIGATION 20' GRAVEL TRENCH w/200' FLOWPATH (5000 SF MAX) 50'GRAVEL TRENGH-- w/100' FLOWPATH (5000 SF MAX) 50' GRAVEL TRENCH w/100' FLOWPATH (5000 SF MAX) 20' GRAVEL TRENCH w/20o' FLOWPATH (5000 SF MAX) 40' GRAVEL TRENCH w/100' FLOWPATH ( 41 00 SF MAX) 30' GRAVEL TRENCH w/10o' FLOWPATH (3200 SF MAX) 30' GRAVEL TRENCH w/100' FLOWPATH (3200 SF MAX) iiYof FIe PJann' mOr Ing DiVision APR -.5 2010 /F{l~CC~DW'~© ti GRAPHIC SCALE ~ o 15 30 60 0.. !~~I ~I_ ..... I 1 inch = 30 feef f- Z w ::J U u .... .... ... Z o .... G ::) ~ tii z o u ~ w Z ~ .... ~ 6i o w ~ U W I U >-w o w z CJ (jj w o '" o o w ~ f- N ;3 ~ ci z :> !i! 9 o o ...J o z :5 a. ...I ~ I- Z o U LLI ~ c( Z ..... ~~ 8Q tu UJ I U) DATE 02/05/2010 JOB NO. DWG NO. _____ _ 1 SHEET OF 1 CITY OF RENTON SHORT PLAT RENTON, WASHINGTON NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UllLlllES MAINTENANCE AGREEMENT NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 2 THOUGH 7 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY 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. DECLARAllON OF COVENANT THE OWNERS OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE 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 SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. OWNER'S DECLARA llON KNOW ALL· PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, DO HEREBY MAKE A SHORT SUBDIVISION THEREFORE DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTAllON OF THE SAME, AND THAT SHORT SUBDIVISION IS MADE WITH THE i='REE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS IN otJR HANDS AND SEALS. C ACKNOWLEDGMENTS State af Wash~n • county of ~h (' .,., imited Liability CO~~; VI (, 6 In tSS (,,,.,.;;r GTON CORPORATION On this ~ day ofs."t. ,20LL, pers<tndlly appeared to me known to be the R4*4AD ...c: ~fI4t: of the Limited Liability Company that executed foregOing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said company, for the uses and purposes therein mention, and on oath stated that he/she was duly authorized to execute the said instrument Witness my hand and offici hetll-J~ereto affixed the day and year first above ritten ' ---'-hV--lIr-----"#' MOUNIR rNol6\iYMl ic in and for the State of Washington NOTA, R Y tfOtWIlll(€ri t) mCuJ}lIC // ~ d2:t STATE Of W,M:YIIAppO/tlt ent Expires S'/?,?/ZLJlS= MY COMMISSIDI:JJ1f6<aP Jll:.il'-+i'H-~~:L- ._~~9-15 J State of Washington . County of ~ On this g day of spkJx(20iL, p:rsonally appeared to me known to be the ~p/'(5)tfi.uc.. of the corporation that executed foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mention, and on oath stated that he/she was duly authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. seal hereto affixed the day and '--------RECORDER'S CERTIFICATE No, CONFORN£D COpy ---·------'--L'--CU_,,--, 20_ at ~ at th e request I Mgr. Jupt. of Records APPROVALS: DEPARTMENT OF ASSESSMENTS CITY OF RENTON Administrator of Public Works Examined and approved this __ day of ~~ ___ -'-<-~ 20 Examined and approved this ~~ay af 5,EPUI181J./i-. 20lL Assessor n.::.:=-_'-__ ------ CURVE LHJGTH C1 C2 ADDRESS LOT 1 -502 ,IERICHO AVE NE LOT 2 -510 ,IERICHO AVE NE LOT 3 -516 ,JERICHO AVE NE LOT 4 -522 JERICHO AVE NE LOT 5 -5311 JERICHO AVE NE LOT 6 -5312 JERICHO AVE NE LOT 7 -5318 JERICHO AVE NE N88'20' 45"W NE 5th STREET rOUND 2" BI~ASS DISK IN CONCRETE IN CASE (12/09) 10 RIGHT OF WAY DEDICA llON . , 21 TO THE CITY OF RENTON -t--........ REC NO 24110q,.7001.301 13 S 1/4 OF SEC 10-23-5 FOUND 3" SURFACE BRASS DISK! 2 W/PUNCH (12/09) FOUND 1" BRASS DISK I w Z w > « ~ 0::: w J IN CONCRETE IN CASE ~ (12/09) . I ,........ ~I w ~ '-' a ~~I ~ ,-'t01") ,----I 'I-' go« z-l 0.. '-' r-.. I") to ,- 1")1 , , " oc,' 1'0: ai' C'\J' 1'0: , wI , C'\J' ..-, . , 1'01 o o n ....... Deputy Assessor 1 02305"-9069 Account Number ____ ~ ___ ___ BEARING NOO'l3'l2"E -~ NOO'13'12"E N89'46' 46"W NOO'13'12"E N89'46' 46"W N89'46' 48"W N89~46'46"W 10.00 NOO'13'12"E U~~PLf\ TTED 100.03' LOT 4 5,790 sq.ft. LINE S 88"20'45" E 116.03' LOT 7 7,099 sq.ft. - - --,-., (6,649 sq. ft.) N89'46' 46"W 100.00' LOT 3 7,.300 sq. ft. W % 0-1 0 ..-0 L1S , N89'46' 46"W 115.99' 'in ....... (j) LO (5,863 sq. ft.) ~ n '0 LOT 6 '0 ........ 0 . ." 0 NEW PRIVATE ACCESS & g I 0 : 8,120 sq.ft.c5 UllUTY. EASEMENT I Zc.,,/....... ' (6,300 sq.ft.) . ....... _ .. ______ L!6 ____ ........ .t-~// O>:~ NEW PRIVATE ACCESS & ----.J:--1 UllLlTY EASEMENT tLl - - - - --:--~ N89'46' 46"W ~ PORTION OF SE1/4 OF SE 1/4 OF SEC 10, TWN 23 N, RG 5 E, W,M, SURVEY NOTES . LUA-10-026-SHPL . INSTRUMENT: TOPCONGPT 3000W TOTAL STATION LNO-20-0555 METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: DECEMBER 2009 BASIS OF BEARING: SOUTH LINE OF THE SE 1/4 OF SECTION 10-23~5 (NE 4th ST) (N 88'21'09"W) LiL. BENCHMARK: CITY OF RENTON CONTROL # 1852 V SECORNER OF SECTION 10-23-:,-5 FOUND 3" BRASS DISK IN CONCRETE IN CASE AT THE INTERSECTION OF NE 4th STREET AND NILE AVENE (148th AVE SE) ELEVATION = 454.77' (138.614m) NAVD 88 REFERENCE SURVEY: PLAT OF HONEY BROOKE DIV. 2 VOL 216,PGS 43-45 REC#20030909002327 168.30 266.~4' I N88'20'44 W (DEED) ~. I N88'20'45"W (C) ! / / ~ \ \ \ \ / ! / I TRACT F I ~--- ) NE COR OF THE S 1/2 OF THE NW 1/4, SE 1/4 SE 1/4 OF SEC 10-23-5 39 C\j ~===_==~B~~{~1§:W======= J?, - - -. ~--teG.{)O' .. - - -. - - -115.99' ~\ \ \ SEWER EASEMENT f 0 \\ REC#20110425000049' • '~ LOT 5 0 8,120 sq.ft. 0 o (5,925 sq.ft.) ....... -T' -', L3 NEW PRIVATE STORM L --... I EASEMENT B --I - - ----.------ - - ----., l.13, LIS'" '0 " : NEW PRIVATE STORM C.?\ ~ 0'/ EASEME. NT A. 0 ....... ~:. LOT 2 0 ....... :;= 7,300 sq.ft. ;! :-' (5,268 sq.ft.) __ .I I I 100.00' L8 ::::II 115.99' N o 53.37' LOT 1 5,686 sq. ft. 0.13 acres ... A3TRACT A (N~PE} ... 77,106 sq. ft. \ \ \ \ \ \ \ \ \ '" .. 38 LEGEND_ + EX PK NAIL EB EX MON IN CASE 0 EX REBAR / PIPE AS NOTED • SET 1/2" REBAR & + CAP #38992 SECTION CORNER CV::J QUARTER CORNER (P) HONEY BROOKE !2 VOL 216, PGS 4 -45 (C) CALCULATED TRACI E FOUND 1" 1RON & N88'20'52"W (DEED) 1 00.03' PIPE N88'20'53"W (C) •T---~:':':'::---I-4----C;~~M~~7---~~~~-\--_-+":::"'_~~~ __ """;~=~_ 266.94' 10 9 A17 FOUND 1/2" REElAR & CAP HI)I,IEY Bf\OOf<E 2 1 TRACT HONEY BF OO~:E 4- /' SE COR SEC 10-23-5 (~'Y'v CITY OF RENTON MON #1852 A,' FOUND 3" SURFACE BRASS~' ">=--11 _. _ _ 1306.28' (C) 15 ~ -. -CITY OF-RENTON MON #1851-~-FOUND 2 1/2" SURFACE S88'22'19"E S88'22'14"E VOL 216, PC':; 4,3--4"S Vel 220, PGS 4--6 2623.83' (CITY) 2642.56 (KCAS) 2642 6~ (MEAS) SEC COR to 2623.87' (MEAS) . .' 1/4 COR DISK W/PUNCH (12/09) 10 --~.--I==f,I w G « D- '-... -.J o > BRAS OISK w/ PUNCH (12/09) LAND SURVEYOR'S CERTIFICATE This mop correctl y represents a survey made by me or under my direction in conformance with the requirements f the Survey Recording Act at the reques~ __ ~rnes Construction, LLC in June 2011=-.~ Certificate No. 38992 S88'21'09"E (BASIS OF BEARING) NE 4th STREET 15 jg TOUMA ENGINEERS LAND SURVEYORS,PLLC CAIRNES SHORT PLAT WEST VALLEY EXECUTIVE PARK DATE JOB NO. 6632 SOUTH 1915T PLACE,SUITE E-102 'KENT, WA 98032 DAN T. JUNE 2011 860--002-011 PHONE (425) 251~0665 FAX (425) 251-0625 I-----..;...---t----------Ir--------.., BY SCALE SHEET MHT 1"= 40' 1 OF 2 CITY OF RENTON SHORT PLAT RENTON, WASHINGTON LEGAL DESCRIPTION THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTlON 10, TOWNSHIP 23 NORTH,' RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTlON THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTH HALF; THENCE NORTH 88'20'44" WEST ALONG THE NORTH LINE OF SAID SOUTH HALF 266.94 FEET; THENCE SOUTH 00' 1576" WEST, PARALLEL TO THE EAST LINE OF SAID SOUTH HALF, 329.36 FEET TO THE SOUTH LINE THEREOF; THENCE SOUTH 88'20'52" EAST ALONG THE SOUTH LINE OF SAID SOUTH HALF 266.94 FEET TO THE SOUTHEAST COMER THEREOF; THENCE NORTH 00'15'75" EAST ALONG THE EAST LINE OF SAID SOUTH HALF 329.35 FEET TO THE POINT OF BEGINNING. AND TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTlLlTlES OVER AND ACROSS THE NORTH 16 FEET OF THE EAST 50 FEET OF SAID SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER. ALSO, AN EASEMENT FOR INGRESS, EGRESS AND UTlLlTlES OVER THE NORTH 30 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; EXCEPT ANY PORTlON THEREOF LYING WITHIN SAID PREMISES. . SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON TAX ACCOUNT NO. 102305-9069-05 NA~VE GROWTH PROTECnON EASEMENT TRACT "A", "THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) ON THIS SHORT PLAT IDENTIFIES THE REQUIRED WETLAND BUFFER AREA FOR THE WETLANDS, THE CREATION OF THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE: WATER AND EROSION, MAINTENANCE OF SLOPE STABlLlTY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NATIVE GROWTH PROTECTION EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT AREA. THE VEGETATION WITHIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED, WITIHOUT T1HE EXPRESSED WRITIEN PERMISSION FROM THE CITY OF RENTON. THE RIGHT OF WAY ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVE AND EMPLOYEES OF THE OWNER OR SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY, NEW PRIVATE EASEMENT "An FOR DRAINAGE UTILITIES MAINTENANCE AGREEMENT NOTE: NEW PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 1 THROUGH 7 OF THIS SHORT PLAT. THE OWNERS OF LOTS 1 THROUGH 7 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVA TE DRAINAGE EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITlESINCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE DRAINAGE PIPES WITHIN THIS EASEMENT, MAINTENANCE COSTS SHALL BE SHARED EQUALLY. NEW PRIVATE EASEMENT "8" FOR DRAINAGE UTILITIES MAINTENANCE AGREEMENT NOTE: NEW PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF' LOTS 1 THROUGH 7 OF THIS SHORT PLAT, THE OWNERS OF LOTS 1 THROUGH 7 SHALL HAVE AN EQUAL AND UNDIVlDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITlES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE DRAINAGE PIPES WITHIN THIS EASEMENT. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. SHORT PLAT NOTES EASEMENT NOTES TERMS AND PROVISIONS AS CONTAINED IN INSTRUMENT FOR THE CITY OF RENTON ORDINANCE NUMBER 4612. RECORDED UNDER KING COUNTY RECORDING NUMBER 9606210966 EASEMENT AS CONTAINED IN INSTRUMENT FOR THE SNOQUALIME FALLS AND WHITE RIVER POWER COMPANY FOR CONSTRUCTlON AND MAINTENANCE AND OPERATION OF AN ELECTRIC POWER LINE RECORDED UNDER KING COUNTY RECORDING NUMBER 305589 THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE EXACT LOCATION WITHIN THE PROPERTY EASEMENT AS CONTAINED IN INSTRUMENT FOR ROAD PURPOSES RECORDED UNDER KING COUNTY RECORDING NUMBER 5284273 THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DtTERMINE EXACT LOCATION WlTI11N THE PROPERTY TERMS AND PROVISIONS AS CONTAINED IN INSTRUMENT FOR DECLARATlON OF COVENANT FOR IMPERVIOUS SURFACE LIMITS RECORDED UNDER KING COUNTY RECORDING NUMBER 20110420000385 EASEMENT AS CONTAINED IN INSTRUMENT FOR PUGET SOUND ENERGY, INC RECORDED UNDER KING COUNTY RECORDING NUMBER 2011061000175. ALL FRONT YARDS OF ALL LOTS WITHIN THIS SHORT PLAT SHALL FACE WEST. VOL.jPAGE ~~ ___ r __ ---""T SCALE 1" == 40' PORTION OF SE 1/4 OFSE 1/4 OF SEC 10, TWN 23 N, RG 5 E, W.M. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATlON METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: .DECEMBER 2009 BASIS OF BEARING: SOUTH LINE OF THE SE 1/4 OF SEC1l0N 10-23-5 (NE 4th ST) (N 88'21'09"W) LiL BENCHMARK: CITY OF. RENTON CONTROL # 1852 V SE CORNER OF SECTlON1 0-23~5 FOUND 3" BRASS DISK IN CONCRETE IN CASE AT THE INTERSECTlON OF NE 4th STREET AND NILE AVE NE (148th AVE SE) ELEVATlON = 454.77' (138.614m) NAVD 88 REFERENCE SURVEY: PLAT OF HONEY BROOKE DIV. 2 LUA-10-026-SHPL LND-20-0555 VOL 216, PGS43-45 REC#20030909002327 .' '. N88'20'04"W . i~ . 1324.78" . ---y-", . . '. FOUND. 2." BRA. SS DI .. SK . .' .' .... \ .. ' •. ', WITH PUNCH IN CASE ." C/R' CONTROL #1849 (12/09) 2649.65' (PLAT) 1324,78'7', ~-----+~) 3: 3: ~!-_ N88'20'37"W he,. --~ L()...r \ CoCo 00 00 00 (/)(/) 15 SITE S 1/4 OF SEC 10-23-5 FOUND 3" SURFACE BRASS DISK W/PUNCH (12/09) ,!-Ll N~ ~L() nr' Sr0 0"--z 2"BRASS MON W/PUNCH IN CASE (NOT VISITED) PER PLAT HONEY BROOKE NE COR OF THE S 1/2 OF THE NW 1/4, SE 1/4 SE 1/4 OF SEC 10-23-5 3: N -, ,... <D • l"- I") • ..--OC! • L() 8 <D (/) 661.52' OJ. C\l0J • <D L(). ,OC! OL() O<D (/) 1323.04' ~\.'.}U 661.52" i ~ r-... . , I") 0 <D 0 cO z L() <D 661'08'~ n <D OC! L() to 2642.58' (MEAS) 2642.56' (KCAS) SECTION SUBDIVISION , SE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 E, W.M. SCALE 1"=400' SE COR SEC 10-23-5 CITY OF RENTON MON #1852 J FOUND 3" SURFACE BRASS DISK W/PUNCH (12/09) r:g. TOUMA ENGINEERS LAND SURVEYORS,PLLC SHORT PLAT WEST VALLEY EXECUTIVE PARK DATE JOB NO. 6632 SOUTH 1915T PLACE, SUITE E-102 • KENT, WA 98032 DAN T. JUNE 2011 860-002-011 PHONE (425) 251-0665 FAX (425) 251-0625 .t--------;r---------....... ----------~ BY SCALE SHEET 2 OF 2 NE D: ';;SM;1 mM [Lz"'-;-..:'St,e;; l~N [;~·'~ii,q·5.~~S g t~· CU ( !NV !::L=4s>S5 3 N !N 5th STREET SSMHlIl N RIM",452,80 IE=441.3,};i cr nlH i::L'''4-1t~.9~ IN fL-.,"'-tJ.2.0:Y n N }~ ~~~~~ .... ~.~ .... '~,-,~-----... ,,~~-~ ... ,-~, . S 1/4 OF S:'G 1(l'<~-3 .. -J (GUM)) :~" SU2ftd:E r tFU,SS DiSK '; \'}jPUHCH (12/0S) \ ,~ ' .. ,~ .~ SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. [·'(it))'.)!) -Z .... DR·<),S:; nnK (C"'('''~if I>J CASE 2i)2.~.BS :2B2}XO' NE 4th STREET HONi:Y 8ROOkE VOL 220, PUS \ r PIPE ,~ \ TRAGT F l I i \ j , / ! , i j fOUW) 3" sw;;:t ACE DiSK W/PUWY C2!(~'J) City Of Ii Planniflg Denton IVISiol) APII " 5 1070 !Pdf?;; If;. rc ffE D ~ [€ It)) GRAPHIC SCALE o 15 30 60 ~! I_I--~I finch -30 feef 5 a. ~ o ::c en en w z ~ ..... CC u DATE JOB NO~ f- Z ill ::::; () u .... .... ... Z o ..... I- U :::) IX Iii z o u (/) w Z IX ..... <C u >-tIl o ill ~ () ill I () >-tIl Z ~ o fu o ill Z ~ (/) ill o I- Z ill I- Z o u t;j ill I (/) (/) 0:: ill ill Z (!) Z ill ~ ::l ~ >-tIl o ~ -' ~ o ill ~ ft ::l (/) 02/05/2010 z o i= "-i'i" () (/) ill o o z :> w 0:: g c o -' o DWGNO. ________ __ SHEET 1 OF 1 7 ~' ! i I i TL # 102305-9042 s 'rl~ t._[~ ff T o 20~ ______ 4~0 ~_----,I SCALE: 1" = 20'-0" --- TRACT F r- 1/ V 39 38 TRACT E --- SE :;Ofr: SEC -::J --2::1---b CITY Or--F<~NTON iViON 1(1852 FOUi\H) j" :)Ur~FACE gRASS --'\ DiSK) .. WpLJ~ICH (12/09) \ \ Wetland i Notes: 1. The Wetland Delineation Map is based an a land survey by Tauma Engineers & Land Surveyors, and I includes wetland delineation points marked during field investigations on 12/9/09 and 12/11/091 by John Comis Associates. Inc. (JCA), John G. Comis, PWS, Wetlands Specialist. The wetland ddta are plotted to scale on this drawing and verified by JCA as shown. Also see the Field Note jSketch Map (FNSM) by JCA in Appendix 2 for details of vegetation, drainage patterns, fence~, existing roads and buildings, etc. I 2. Wetlands l are delineated based on the Washington State Wetlands Identification and Delineation Manual, March 1997 (WDOE Pub #96-94), using routine ansite and approximate offsite methods. Where wetlands: are located within the property boundary and/or near new building sites, the delineation of a wetland boundary is based on detailed examination of field indicators for the presence of all 3 wetland criteria: hydrophytic vegetation, hydric soils, and wetland hydrology. Offsite areas lre evaluated within 315 feet using best available data including Wetland Inventory maps, Aerial PllOtos, Soil Surveys, Flood Study, Topography and Drainage maps (see figures included with t~is report for details). 3. The datd points are flagged with colored ribbon marked as follows: • "WETLAND DELINEATION-number" Wink ribbon, tied to vegetation, see circled numbers on map) • ''fEST P,LOT-number" (blue and green ribbons, tied to vegetation, see triangles on map) ! 4. The dat~ points are marked and numbered as follows: • Wetlandi 'A' (#Al to #A43) • 8 test Plots (TPl thru TP8) r.,.,,,.~_'j 5. Wetland 'A is classified as "depressional" by the WDOE hydrogeomorphic classification system. Wetland A is categorized (or rated) Category 3 by this method having a total score for functions at 46 points; +ater quality functions score at 22; hydrologic functions score at 8; and habitat functions score at 16. This rating is based on our field observations of wetland conditions that exist at the ti+e of this study. (See Appendix 3 for details and a copy of the WDOE rating form completed by 'ICA on 12/11/09). I Buffer ~otes: 1. The sta~dard bufler width is required to be 25 feet for this category of wetland in accordance witr the RMC 4.3.050.M.6.a.iii, and 4.3.050.M.6.c.i. Wetland buffers are required to be retained in their natural condition. Category 3 wetland buffers 01 twenty five feet (25') are required to be i fully vegetated with native species. Otherwise buffer widths may be increased to protect lunctio~s and values. [The 25 foot buffer around the onsite portion of Wetland "A" is densely vegetaied with a variety of native olant species that do nat require restoration or enhancement viith a more diverse plant community than already exists in this area.] 2. Buffer boundaries shall be measured horizontally from the flagged wetland delineation points. New buildings shall be set back an additional 15 feet from the buffer boundary lines (RMC 4.3.060.M.6.b) .. 3. Fencing jpursuant to RMC 4.3.050, subsection E4e, and signage pursuant to subsection E4f, shall be constructed along the buffer boundary in the areas nearest to new lot development as shown to limit i disturbances. Lights from buildings or parking areas, or noise-generating activities, shall be direct~d away from the wetland. 4. Buffers and their respective critical areas shall be preserved and maintained as a separate "no disturbance" open space tract within this site. A title notice shall be recorded with the County Auditor I to provide notice in the public record of the presence of critical areas and buffers within this site. 5. No regulated activity including building, clearing, filling or grading is permitted within designated critical area, except as may be approved by the City for such reasons as hazard tree removal or flo,/d control. All regulated activities shall occur only in areas outside the final buffer boundary. I-'~ "" ~~,. -~. -.. .-. . 6. Buffer bbundaries shall be marked by a land surveyor, fences and signs shall be posted along the bouridary at locations indicated on the Site Plan Map (Figure 6). Typical sign and fence details and construction information are provided with the report in Appendix 4. 7. Responsibility for maintaining the onsite wetland and buffer areas shall be in accordance with RMC requirements for native growth protection easements or tracts. The ownership of the wetland and buffer tract shall be held by a homeowners' association, abutting lot owners, the permit applicerit or designee, or other appropriate entity, as approved by the City. 8. Maintenance within the designated Critical Areas may include removal of invasive or noxious weed species designated as noxious by the State of Washington such as Tansy ragwort (Tanacetum VUlgare) or purple loosestrife (Lythrum salicaria). Invasive species include introduced and non~native plahts such as Himalayan blackberry (Rubus discolor or Rubus laciniatus), Scotch broom (Cytisus scoparius), Reed canary grass (Pholaris arundinacea), Japanese knotweed (Polygonum cu1spidatum) or English ivy (Hedera spp.). Removal of invasive and noxious plants must be by h9nd methods such as pulling, cutting or other approved method as may be allowed by the City. ?isposal of plant residue must be done in areas outside the regulated Critical areas and buffers. I LEGEND (Wetland Delineation Map, Figure 5) ---.--= Wetland delineation points & boundary (solid, see Delineation Notes) = Approximate delineation (dashed, see Delineation Notes) = Test plot for wetland determination/delineation (see Delineation Notes) ===)t = Culvert pipes I ....... __ ..... = 25-faat Standard Wetland Buffer (see Buffer Notes) = 15-foot Building Setback Line (BSBL, see Buffer Notes) I , Wetland Specialist Certification This map correctly represents the wetland delineation made by me or under my direct supervision and plotted to sca:,e an this drawing at the request of Andy Cairnes, Cairnes Construction LLC, for the Preliminary PI~ of the Jericho Ave. Property located at 126xx Jericho Av. NE, Parcel No. 1023059069, situated in the. City of Renton in the SE )4 of the SE)4 of Section 10-T23N-R5E, W.M., King County, WA. I ~ :~ 'c Jo ~G. Cami~, pif:2--,"''---------, d~ f1-~------ ertified Wetla~ds Specialist , i (f) Z o (f) ~ 0::: w !;;: o z o fi: a:: '-' f{l o ci z ) DSGN.: J. COMIS DRWN.: J. CARR CHKD.: J. COMIS DATE: 01122/10 Scale: I" 20 1-0" Figure: 5