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HomeMy WebLinkAboutLarge FormatC\J -0 C\J Ol ~ <[ 0 C\J " 0 :>: ' ' I I , ' I ' ' , I i ' I ,, 16l",20" 22· .. : : : j i .. { -[' ,1 , . . ,,_:1~;::t'::tt·_::_=.· .. _· .. ·.·.·.·.~. :_.:_,: .'._.: :.: :-: .. :/ ···.,, .. ,,,~, cc//cf:;0 0, ·, , , /. -~~-~----~-=---.. " ,;,, I 2 -16"A 0 \ ' , -~-- &" 1·.?. ':.A . ' ' ', Ii .... rn -.;;.1 9a, ' ' 8 2-/0"A 0 e 0 595.90' \ I ,, ~. ~ \,1,,, -;.,, ,o"' .. 4-: • ::: . ., ' I/\' \ I, /' ',, '*i: .... '·1··· ~ . ,· , .. / ··· .. -·' .:·· ·., "'··-,.. . ·. . . -.r::. ·.· ,. I I I I I ' ' ·,i I ••• , I _/~-"-, ir-·-:· ..... ·~--, W .. : ... :~ ·, OP -. 0f' J.) ::: iF " ',;_(; i,/ -rl" ----K ---s v,·;.:.'.:, .. _, ~; <tt ...... 1/f·., ------~------- --fj ,:f .............. ,,,.,, ,. -,1-' SIGNIFICANT TREE • OFF SITE TO REMAIN SIGNIFICANT TREE • ON SITE TO REMAIN SHOWN WITH DRIP LINE ' SIGNIFICANT TREE ON SITE TO BE REMOVED SIGNIFICANT TREE ON SITE TO BE REMOVED FROM PUBLIC STREET OR PRNATE ACCESS EASEMENTS/TRACTS SIGNIFICANT TREE ON SITE INDICATED AS DEAD OR NOT A GOOD CANIDATE FOR RETENTION PER ARBORISl'S REPORT. PER ARBORISl'S REPORT 90% OF THE MAPLE TREES ARE EITHER DEAD OR NOT GOOD CANIDATES FOR RETENTION. PER THIS PLAN \/VE ARE ONLY ONLY COUNTING 50% AS DEAD OR NOT GOOD CANIDATES FOR RETENTION. PROPOSED REPLACEMENT TREE, 2' CALIPER SEE CONCEPTUAL PLANT SCHEDULE SHEET L 1.1 ' City of Renton TREE :RETENTION ~-~~woffftSHEE-"f--· -_,... ' I 1. Total number o/ trees over 6'! in diameter1 on project site: 1. _2_11 _____ trees I 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 _98 ___ trees Trees in proposed public streets 13 trees Trees in proposed private access easements/tracts trees Trees in critical areas3 and buffers trees Total number of excluded trees: 3. Subtract line 2 from line 1; 2. _1_11 _____ trees 3. 100 trees 4. Next , to determ in e the number of trees that must be retalned4, multiply line 3 by : 0.3 in zones RC , R-1. R-4 , or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. _30 _____ trees 5. List the number of 6" or larger trees that you are proposing5 to retain 4: 5. _,_s _____ trees 6. Subtract line 5 from line 4 fo l trees to be replaced: (If li ne 6 is less than zero , stop here. No replacement trees are required). 6. _1_2 _____ trees • -~--~=,-· z 0 l-o 7. Multiply line 6 by 12" for number of required replacement inches: :J 7. _144 _____ inches C( ~ I-~ . w ~ 8. Proposed size of trees to meet additional planting requirement: z W (Minimum2"calipertteesrequired) . 8. _2 _______ fnches Q i ~ ~~ 0 ~ 9. Divide line 7by line Blor nurhber of replacement trees 6 : C( w (if re mainder is .5 or greater, round up \IO the next whole number) ~ 9. _n _____ trees 0 ~ 1 Measured at chest height LL ~ i ~ 2 Dead , diseased or dangerous trees must be certified as such by a forester, registered landscape architect , or J--"t certified arborist, and approved by the City. Q ~ a Z ,_ Crit ical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of ~ the Renton Municipal Code (AMC). ! ~ ' Count only those traas to be retain~ outside of crmcal areas and buffers. ~ w s. The City may requfre modlflcation of: the tree retention plan to ensure retention of the maximum .number of _J ~ treesperRMC4·4-130H7a · . CL ~ e. Inches of street trees, !noh8s of tree $" added to critical areasibuffers, and inches of trees retained on site that )- ..., are less than s· but are greater than 2~ can be used to meet the'tree replacement requirement ~ C( ~ <( ::; H:\CED\Data\Forms--Tcmplatc:..'i\~clf-Help Hand01Jt s\~la11ni ng\TreeRefcn1 ionWork sheel.doc 12/08 Z <[ ~ c~~~ I CD ;.~3~-~. REPLACEMENTPLAN EXHIBIT "~' ,'--o ~----'l ~ ''";:;~,o=i 6L,_ _______________________________________________________________________ ___:!Ri:.::.:lE;;;.;~;;.;[E;;;.;.IlV/.;;..;~~ l REVISIONS BY 8-17-12 Th;, larnlscape plac ;, diagrnm Ltic, all dimensions are approximate and rnust be fie ld verified. I GHA Land•cape Architect• 141 7 N.E aoth st.I SEATT LE , WA 98115 TELE 206.522 .2334 FAX 206.526.566 7 \ f-""'1 <( _J Q_ f- __ U) -· <( w y: z <( 0:::: .....I <( CL I-Q_ z w 0 ~ 0 w 0 <( 0 <( ~ .....I S: I a.. ' w w z _J C( 0 Q_ w I- <( w z C( w 2 I-cc I STATE OF WA SHINGTON REGISTERED LANDSCAPE ARCHITECT _l\J _5i,k._... __ ..!.~L BU CHANAN CERTlFICATE No. 513 DATE: 3-7-12 SCALE: ON PLAN I DRAWN BY: NB I JOB: SHEET: L 1.0 : I ' 1 of 5 SHEETS -- I SSMH 7243 TYPE II 48" RIM = 46793' I[ 8" PVC IV, £ = 459.58 ' / -··. I ,:; "'f-" ' .... . ,\(,.(' / ·--4 72 -·· I SSMH 7189 TYPE II 48" RI M = 469 .64' IE 8" PVC 1/IV,NE.E =1 460 04' ' IQ" 2-18."A \, l I\ i1 10 6 \SF :'L .12]7 '\ "(?"~ ' ' ' ' \ c."j ' DO "" I , i -. '\ 10 • 9048 SF'· ' \ NE 1/ 4, NW 1/ 4, SEC. 14, TWP 23 N, R5E W.M. MAPLE OOD PARK EAST LEGEND -w -WA1ER MAIN OR PRIVATE: SERVICE LINE STORM DRAIN PIPE \ 9 \ 9093 SF !Fl 4 '25'48 " R=i74.5' L=43.9'·, • EXIS T. 12" DI WATER MAIN 8 \ \ \ RENTON '-·-· ---····- ' 8 9263 SF i'FJ 4'22'2 1" R=2i6.S: L=52.8 ' \ \ 14 8438 SF \ I I C, o, "" I ' ! KING COUNTY, WA \ 2 .. /Q"A \ 0 \ ---- ' Jg K. -RO -ROOF DRAIN PIPE --ss -SANITARY SE11£R SERVICE -u-UNDERGROUND DRY U11L/11ES JOINT TRENCH (POWER, GAS, COMMUN/CA 110NS) STORM DRAIN CATCH BASIN CJ -R * ~ ~ So \j ~ 7 0 --~~ ~ I 5 ,8247 SF ' 595.90' \, I,. \ .. 7 :J \ \ 9195 SF 1 ,tti--~---~----.':"----s-~r \\ \ \ 0 PLA N \ 13 \. 'B139 SF \ 30 ' I \ \ \ 60 IN FEET 6 8325 SF SSMH 7089 \ TYPE II 48" \ RIM = 484.55' \ I .1 I - I I I ~D • J . ' )[ 8" PVC W = 4736{ !~ (E NTER CHANNEL = 47)]~ _ CPH CONSUL TAN TS SKe Pla nning • Civil Engineering Land Use Consulting • Proj ect Management 733 7th Avenue, Suite 100 I Ki rkland , WA 980 33 _,: (425) 285,2390 I FAX: 1425) 285-2389 ww w. c p h co ns u /tan ts . co m I ---.___ --1 I I I I '··1 ',._ I I I I . 8t35 SF -5 00 - 3 8140 SF 2 8140 SF \ ' ' \ ',, \ . ' \ t I \I ' ' ' '. '.'F\ === t"J I:) City of Renton Planning Division SEP -5 2012 MAPLEWOOD PARK EAST CONCEPTUAL UTIL/1Y PLAN OW NER/ BURNSTEAD CONSTRUCT/ON COMPANY ..---,,---..,....---------------..--..---IAPPLICANT 11980 NE 24th ST. SU/1E 200 BELLEVUE, WA 98005 NO. DATE REVISION BY CK. PHONE: (425) 454-1900 0 08/29/12 PRELIMINARY PLAT,SUBMITIAL UPDATE PCE MJH l---+-----+------'-------------1----4---1 FAX: ( 425) 818-7369 PROJECT SURVEYOR AXIS SURVEY & MAPPING 13005 NE 126 TH PL, KIRKL AND, WA 98034 SCALE AS NOTED PHONE: ( 425) 823-5700 FAX: ( 425) 823-6700 PROJECT NO . 0011-11-008 SHEET 1 OF 1 ·c ~--~--·.;._.-_ -, .. ="""--~ ~----,. 1 CD '° 70+00 1 TOP 473 (t.O TOE 472 TOP 476 (4.0 TOE 472 ( TOP 477 5.o TOE 472 / TOP 476 (3.o TOE 47:3 ! TOP 474 (1.0 TOE 473 (.:/1 l._,_j . o -~--. \Y(A · 1k.v v ', ·-4 7 2-· I .. 470 I ---I ---- 11' 0 . a:, ... \ 10 '· 9048 SF• 10 26 \SF i \ ' ' . I : ·.o • . a,,,• , ':z: I . ' I 6~1/f ,, '-·-I I 36' .. I -. IJ.i i ' ! Cl) I i' I i' ~6 ·.-' I ]\ ··---------=.·-(_.•, .. ,·,· ~ = ' -~~ '" -.' hL-s··:-'Ef(l i..,~.':t C90J.3, .J,)i_-·, - ... ' DETENTION/WO POND MAX./ WS=474.0 V.=469.0 BO. ~& \TRACT ' .: .c ·._ ·--473_ $?OR(VI DRAINAGE · 2 . F ·! ---------- 'o::( i / ~ Ur ---- "'· : i ;~ " ... ~ / ii ~4 - \ NE 1/ 4, NW 1/ 4, SEC. 14, TWP 23 N, RSE W.M. LEGEND ' MAPLE OOD PARK EAST (100/0P 586.1 / TOP,,,.OE ELEVATION AND HEIGHT ' tot 576.0 / ,, RETAINING WALL LIMITS OF DISWRBANCE 9 9093 SF -t,;=14'25 '48" R=l74.5' L=43.,i' ._ ----=--~=-- '•. RENTON 8 92/53 SF t'FJ 4 ·22·21 • -··-.,_ I R=210 .5 L=52.8' ,, ?O 'F ' ~ 2 ·2 ·0 ~; ~-6 fi \ 14 8438 SF CJ \ I I I 'M / ··:;-8' \ 0 /// 7 9195 SF \ \ / 13 ' \8139 SF .. ;·,-..,__ f;L 30 60 PLAN IN FEET KING COUNTY, WA 2 -10 ·11 0 .M ,u \ \ \ \ p95.90' \ \ 3JE ·, #_ .. a"~-.. , ·so ? --so -- 1111111111 STORM DRAIN PIPE SD CATCH BASIN BLDG. SD SERVICE CONN. ASPHALT PAVEMENT CONCRETE SIDEWALK . EARTHWORK SUMMARY :t::::==:~~~::::::".:":l.~-~----------- -----.. + LIMITS OF p'.sTURBANCE (TYP.) PROPERTY AREA: 196,188 SF(4.50 AC) 193,477 SF (4.44 AC) 6,000 CY I 1 I I I •. . .... ____ "\ \ I I I I I \ \ AREA OF DISWRBANCE: STRIPPING VOLUME: EXCAVATION (CUT) VOLUME: FILL VOLUME: 5,000 CY 10,000 CY . \ . 5 ,8247 SF --·t I I \ NOTE: FILL MA TtRIAL WILL INCLUDE ON-SITE EXCAVATION, STRIPPINGS RE-PLACED ON BUILDING LOTS AND LANDSCAPE AREAS AS TOPSOIL, AND STRUCWRAL FILL FROM BASE MATERIAL AND PAVEMENT REQUIRED FOR THE ROADWAY SECTION . EXCESS MA TERI AL ltlLL BE EXPORTED TO AN APPROVED OFF-SITE WASTE SITE. I \ 6 8325 SF / I I I I I I I I I . .I \ ir--~ -----~--_J \ ·- 8469 SF \ \ ,r, \ -.J I : I \ I I I I I I I •. I ·1 --/ I I I CPH CONSULTANTS Site Planning • Civil Engineenng land Use Consulting • Project Management 733 7th Avenue, Suite 100 I Kirkland, WA 98033 l't1ooe: (425) 28~2390 \ FAX: (425) 285-2389 www. cphconsu/ta nts.com I I -~. I •. \ 3 8140 SF 2 8140 SF \ 1 8628 SF ------- •. \ i' I I I \ I ''---'· 1 l ......... ,_\ ' (}": if:' ·-' .-,-, ' <:--1 -,J- ·, -·~, 2:: '\. City of Renton Planning Division SEP ~ 6 2012 MAPLEWOOD PARK EAST CONCEPTUAL GRADING PLAN OWNER/ BURNSTEAD CONSTRUCTION COMPANY ..---,.----...,.-----r-----------r--..----1 APPLICANT 11980 NE 24th ST, SUITE 200 BELLEVUE, WA 98005 NO. DATE REVISION BY CK. PHONE: (425) 454-1900 08/29/12 PRELIMINARY PLAT ISUBMITIAL UPDATE PCE MJH FAX: (425) 818-7369 PROJECT SURVEYOR AXIS SURVEY & MAPPING 1----1----+--------i----------+--+-~ 13005 NE 1267H PL, KIRKLAND, WA 98034 SCALE AS NOTED PHONE: (425) 823-5700 FAX: ( 425) 823-6700 PROJECT NO . 0011-11-008 SHEET 1 OF 1 ~ --~-~ --~-----...:_--------~----------------------- ~----· ··----- GRAPHIC SCALE i i 500 250 0 1"=500' BASIS OF BEARINGS: 500 1000 HELD NORTH ss·21 ·1 s· WEST BETWEEN MONUMENT AT NORTHWEST CORNER OF SECTION 14 & MONUMENT AT NORTH QUARTER CORNER OF SECTION 14 . HORIZONTAL DATUM: NAD 83/91 VERTICAL PATIJM: NAVO 88 (PER CITY OF RENTON) ORIGIN A TING BENCHMARK: CITY OF RENTON POINT #2103 BROKEN BRASS DISK SET IN DRILL HOLE IN CONC. AT INTERSECTION OF N.E. 4TH ST. & 156TH AVE. S.E. ELEV. = 547.95' a SITE BENCHMARKS : V TBM-A R.R. SPIKE IN N. FACE OF POWER POLE AT EAST PROPERTY LINE OF HOUSE #15203 & S.E. 132ND ST. ELEV. = 476.50' + TBM-B )f REBAR & RED AXIS CONTROL CAP ELEV = 498. 79' ' + TBM C . FOUND PUNCHMARK IN 2• BRASS DISC IN CONC MON IN CASE DOWN 0.35' ELEV = 468. 01' GENERAL NOTES MAPLEWOOD PARK EAST CITY OF RENTON PRELIMINARY PLAT A PORTION OF THE NE 1/4, NW 1/4, SEC.14, TWP.23N., RGE. SE., W.M. FOUND PUNCHMARK IN 3" BRASS DISK AT SURF ACE 03/19/2007 FOUND PUNCHMARK IN 2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.3' IN CASE 03/19/2007 NO MONUMENT FOUND AT 16TH CORNER CITY OF RENTON, KING COUNTY, WASHINGTON . iii <O N • (l) N88·21 ·, 8"w 1311.39' FOUND PUNCHMARK IN 1-~· BRASS DISK STAMPED "#3042,-IN CONCRETE 2622.78' I 1311.39' . ;,, MONUMENT DOWN 0. 7' IN CASE. ~. ~ 0::~: 2 :~:CHMARK IN' :~<0 V • ~ 1-.r2" BRASS DISK m o STAMPED "30427" IN ;i: ~ CONCRETE MONUMENT ~-10 DOWN 0.4' IN CASE 8,------.,--- 03/20/2007 z 8 595.90' C, f\!88i_0'43"W 1309.36' 1279.30'(CALC) FOUND PUNCHMARK IN 2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.35' IN CASE HELD FOR LINE 03/19/2007 m SITE "! N Ol 10 N 595.91' 10 .-713.54. N88·09·1o·w 1309.45' FOUND PUNCHMARK IN 1-~" BRASS DISK IN CONCRETE MONUMENT DOWN 0.9' IN CASE HELD AS SE X 6 CORNER OF THE NORTHEAST J4. OF THE NORTHWEST 1/4 03/19/2007 1'i 0 I') I') -. FOUND SMALL PIECE OF BROKEN BRASS SURF ACE DISK IN 3" DIAMETER CONCRETE PLUGGED DRILL HOLE 03/19/2007 LEGAL DESCRIPTION VICINITY MAP N.T.S. THE WEST 595. 72 FEET OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH. RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; (ALSO KNOWN AS PARCEL A, KING COUNTY LOT LINE ADJUSTMENT NUMBER 489033, RECORDED UNDER RECORDING NUMBER 8408270719, IN KING COUNTY, WASHINGTON.) SCHEDULE B SPECIAL EXCEPTIONS EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE PLAT CERTIFICATE BY CHICAGO TITLE INSURANCE COMPANY, ORDER NO. 1336745, DATED FEBRUARY 10, 2012, AT 8:00 A.M. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIELD LOCATION OF THE SURF ACE EVIDENCE OF EXISTING STRUCTURES. UNDERGROUND UTILITY LOCATION SERVICES WERE NOT PROVIDED FOR rs-TbPO-CRAPf'irSURVEY°'A1'ID Tl'IE"UNt>ERGROUNO ~ROUTING"""OP-REPORTED ~----. --- BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED WITH THE UTILITY ~:~ .. 2614.86' 1. THIS PROPERTY SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF ........... ~ c_a.-~, • ... ,-..... >~ -·'-REGAROJWG JWAU~.AND...LLU!d.TJES gf.R l~!S.IfiLJMEJ-µ . .s)iNQER....Kl('I.G_G.QUNTY J~ECOROING NUMBER 5958267. . PURVEYOR. ADDITIONAL UTILITY LOCATIONS AND UNDERGROUND UTILITY LOCATION PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY CONSTRUCTION. I EVIDENCE OF LAND OCCUPATION LIKE FENCES, STRUCTURES, PAVED OR GRAVELED SURFACES, LANDSCAPING, AND ETC. MAY NOT COINCIDE WITH THE DEEDED BOUNDARY LINES, AS SHOWN ON THIS DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. AXIS RECOMMENDS THAT THE OWNER OR POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL WHEREVER DISCREPANCIES EXIST TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS ANO ADDRESS POTENTIAL BOUNDARY DISPUTES. THIS SURVEY DISCLOSES FACTORS OF RECORD ANO ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELA TEO PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS ANO ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONCLUDED ON MARCH 22, 2007 AND CAN ONLY BE CONSIDERED AS 1 INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. I PRO..ECT DATA GENERAL PARCEL NO.: 1423059003 ADDRESS: ZONING: NE CORNER OF NE 2ND ST ANO 152ND AVE SE R-4 PRESENT USE: SINGLE FAMILY RESIDENCE WATER DISTRICT: SEWER DISTRICT: KING COUNTY WATER DISTRICT NO. 90 CITY OF RENTON SITE DEVELOPMENT TOTAL SITE AREA: 151,534 SF (3.48 AC) PUBLIC STREETS: 44,654 SF (1.025 AC) PRIVATE ACCESS EASEMENTS: 0 AC CRITICAL AREAS: 0 AC NET DEVELOPABLE AREA: 153,499 SF {3.52 AC) STORM/RECREATIOM TRACT: 24,971 SF (0.57 AC) TOTAL NUMBER OF LOTS: 14 PROPOSED NET DENSITY: 4.02 OU/AC DENSITY PERMITTED BY CODE: 4.00 OU/AC LINE LEGEND ------D--- -----ss----- -----SD----- ------OP---..,..-----u t------ -----w----- -----G----- -x--x x- _! -0---0-0-0--- DITCH LINE SANITARY SEWER LINE STORM ORAJN LINE OVERHEAD POWER LINE UNDERGROUND TELECOMMUNICATIONS LINE WATER LINE GAS LINE CHAIN LINK FENCE WOOD FENCE LINE WIRE FENCE LINE 15 TREE LEGEND 0 _12"D *12"H 12''M' 12"M' 12"M'012"M' 12"M' HATCH LEGEND DECIDOUS CONIFEROUS CLUSTER CONCRETE PAVING GRAVEL PAVING BUILDING LEGEND FOUND PUNCHMARK IN 1-~· BRASS DISK STAMPED "*37555" IN CONCRETE MONUMENT DOWN 0.45' IN CASE 03/19/2007 [ZJ POWER JUNCTION BOX (EJB) e, POWER METER (PM) [I] POWER VAULT (PV) ~ STREET LIGHT (SL) E--GUY ANCHOR (GA) -<J-POWER POLE W/UNDERGROUND CONDUIT (PPU) -tr POWER POLE W/TRANSFORMER (PPT) r-\ WHEEL CHAIR RAMP (WCR) 0 CATCH BAS IN < CULVERT 0,_ FIRE HYDRANT (FH) o TELEPHONE RISER (TR) Q SANITARY SEWER MANHOLE H3 WATER METER (WM) I><] WATER VALVE (WV) IQ)GM GAS METER 0 MB MAIL BOX • BOLLARD (BOL) ~\,0~ .IL SIGN o\ ~e_~\$,ofl + SET BENCHMARK C\\'j r,.,f>-~ 0 ~ El) FOUND MONUMENT IN CAge\'<t~IC) "\_'\\\'\. o FOUND REBAR AND CAP AS NOT~.\\~ ~ c::::()::::J QUARTER CORNER .. ~~~ + SECTION CORNER ~~~'ff; 0 CENTER OF SECTION 23 FOUND % "BRASS PIN IN CONCRETE MONUMENT DOWN 1.2' IN CASE 03/19/2007 2. THIS PROPERTY SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY LAW PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 8410250053. REFERENCES 1. LOT LINE ADJUSTMENT PER RECORDING #8408270719, DATED AUGUST 27, 1984. 2. WATER AS-BUILTS PROVIDED BY KING COUNTY WATER DISTRICT /190. 3. PLAT OF MAPLEWOOD ESTATES, PHASE 2, PER RECORDING #20021126000001, DATED NOVEMBER 6, 2002. 4. PLAT OF WILLOWBROOK LANE PER RECORDING #9408011505, DATED AUGUST 1, 1994. 5. PLAT OF CEDAR CREST ESTATES PER RECORDING #7305220548, DATED MAY 22, 1973. 6. SHORT PLAT #484056 PER RECORDING #8409130561, DATED SEPTEMBER 13, 1984. 7. PLAT OF HIGHLANDS PARK PER RECORDING #20080109001255, DATED DECEMBER 21, 2007. Gps/cONYERSION NOTES; PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. OWNER /APPLICANT BURNSTEAD CONSTRUCTION COMPANY 11980 NE 24TH ST CITY FILE NO. SUITE 200 BELLEVUE, WA 98005 PHONE: (425) 454-1900 FAX: (425) 818-7369 \ CP H www.axlemap.com Axis JOB NO. DATE CONSULTANTS 07-038 4/24/12 Survey & Mapping Site Planning • Civil Engineering DRAWN BY CHECKED BY Land Use Consulting • Project Management 13005 NE 126th PL JM MTSE KIRKLAND, WA 98034 733 7th Avenue, Suite 100 I Kirkland, WA 98033 TEL. 425.823-5700 SHEET Phone: (425) 285-2390 I FAX: (425) 285·2389 FAX 425.823-6700 SCALE www. cphconsu/ta nts. com 1"=40' 1 OF 2 LINE TABLE LINE BEARING L1 N88"12'12"W L2 N01.47'48"E L3 N01 "47' 48"E L4 N88"12'12"W . I I I -I- I I I 67.02' 10 9,048 SQ. FT. 0.2077 AC. I.LI I I m100 ':.r I "": f-11 t0 OI~ 01. Z1 I I I I I I IJ~~~IJ ~ I ~Y(O)~fMJ IQ)~~~[NJ~@~ -·-----2>1-;971""'S Q:-Pr:-·---· - 0.5732 AC. FOUND PUNCHMARK IN 2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.35' IN CASE 03/19/2007 +TBM C ELEV = 468.01' MAPLEWOOD PARK EAST CITY OF RENTON PRELIMINARY PLAT A PORTION OF THE NE 1/4, NW 1/4, SEC.14, TWP.23N., RGE. SE., W.M. 65.02' 9 9,093 SQ. FT. 0.2088 AC. CITY OF RENTON, KING COUNTY, WASHINGTON Naa,2·12"w 63.02' I I ~I O>I • !"t ~ ..,_I • 8 62.44' w • O>I • !01 ~ 7 f'lt ~ 01- ..,_I ' 9,263 SQ. FT. f-11 ~ 9 195 SQ FT I I I I I I I• I~ I • Ol I:::? C'II I r..: I ,qo I -1 595.90' 112.50' NORTH LINE OF SOUTH ~ OF THE SOUTH ~ OF THE NORTHEAST 14, OF THE NORTHWEST ~ OF SECTION 14, TWP 23 NORTH, RANGE 5 lAsT 110.03' 9' PUE J I ~ 9' PUE 5 8,247 SQ. FT. 0.1893 AC. I~ --52.0· __ g I I~ ~I 4 8,135 SQ. FT. 0.1867 AC. : Nsa·oa· 45•w I I 40 ~. 0.2127 AC. 0 1-' . . ~: 0.2111 AC. r 112.50' -t---t _______ N88"09'10"W ______ _ 1 I 110.03' -- TPN#142305·9003 I I WI 196,188: SQ. FT. 'a, 1. 6 4.501 AC. ~ : ~ PARCEL A ~: ~ 8,325 SQ. FT. LLA #489033 ~ : 0.1911 AC. --C -1 ___ RECORDl~8408270719 -i ---I 9' PUE 3 1 C2 39.91' 1 62 4 • J__ · 7 N88 108'45"W 112.50' I~ ...,. I~ _J 3 8, 140 SQ. FT. 0.1869 AC. r-··1 I I 2 / 1 i ~ I 20 0 c14 cu 26.o' N88.08'45"w 214.88' 241.17' ROAD 'B"' ___ _ +-~ -t--_______ N8~;~~~~~·w _ _ _ _ _ _ _ I '@~ \ 11 TBM B + i I ~fk~ 26.0' 75.02' 9' PUE 1 ~ 0 12 8,469 SQ. FT. 0.1944 AC. 28' 30' I I I ............ , ..... ,. I \_ ~-REBAR & RED j 1.j ~'f!t [W\,~'\ \ AXIS CONTROL CAP '°2.i 0 I 2 ~LEV = 498.79' • \ I' ~ 1 ~ \,,, !!;?~ " I 8,140 SQ. FT. ;:!: w 0.1869 AC. --~ t0 ~- I "'N88"09'10MW ~ --... ·-. ·---.. ~ r 1,0.03·----------- 0 I 9' PUE N ~1 --qr 7. =---=< I · .. ~ .. -I I \ - 1 8,628 SQ. FT. 0.1981 AC. Lg' PUE 85.67 -- / PROPOSED 28',,/ RIGHT-OF-sWAY 28' 136 _04 , DEDIC~IO'N -. =~'.:':'.:::.-:::::::=: __ _ 40 1"=40' 595.91' . / ;::;_:~~--;;_ __ ;;== ~~-~~~__w-=~~~f~~32ND ST F~Q %a• REBAR & CAP FOUN ~" REBAR & CAP :,., SMASHED "CRONE::.· {9537" 0.2' NORTH OF RIGHT-OF-WAY ON RIGHT-OC:-WAY , 0.4' SOUTH o~~TH SPLIT 0.2 SOUTH OF 16TH SPLIT 03/19/07 ~ 03/19/07 ~"'Y CITY FILE NO. r,.. 1f C4 A= 14·22'21" 200.00' 50.17' d ~~ Z~ Ii CS A= 12·09•44" 185.00' 39.27' «?-.,~~ ~~ C6 A= 2i6'04" 185.00' 7.32' t?~~ ~c;. N II C7 A= 14'25'48" 185.00' 46.59' ~ ~ 9>~' l.f) ii C8 A= 13"30'25" 159.00' 37.48' ~~ ~o'v· ~ ii C9 A"" 74•47'22" 22.13' 28.89' ~<fi; ii C10 A = 84'29'25" 23.88' 35.21' C11 A= 14'25'48" 174.50' 43.95' C12 6 = 7"09'02• 210.50' 26.27' CP H www.axlamap.com Axis JOB NO. DATE CONSULTANTS 07-038 4/24/12 Survey & Mapping Site Planning • Civil Engineering DRAWN BY CHECKED BY Land Use Consulting • Project Management 13005 NE 126th PL JM MTSE KIRKLAND, WA 98034 C13 A = 7"13'19" 210.50' . 26.53' C14 A= 14·22'21" 210.50' 52.80' C15 A= 91.26'30" 25.00' 39.90' LENGTH 13.36' 21.00' 5.00' 13.37' C16 6 = 50'57'30" 23.88' 21.24' C17 6 = 33"31 '55" 23.88' 13.98' C18 6 = 25"01'12" 25.00' 10.92' C19 A = 66"25'19" 25.00' 28.98' 733 7th Avenue, Suite 100 I Kirkland, WA 98033 TEL. 425 ,823-5700 Phone: (425) 285-2390 I FAX: (425) 285·2389 FAX 425 .823-6700 SCALE SHEET . www.cphconsultants.com 1"=40' 2 OF 2 80 1-'-":!J CS100 TYPE 2 ( .-, I_J I 1--r I - rj _, l.c I POND CONTROL STRUCTURE RIM= 474.0 IE= 468,0 --(~------<;_--------,,--- \[) <D Jr)+OO ": ., " _v- ,,.,.----,, -( -) 7 .,w: 0,')'+-' \ ~,J.,Y/--- -472·-- I ___ 1~10. 1 __ _ _, . .-."A Li-\ (__j '----; ---+-,-{, -'--- \ N.'E. 2ND ST. ·- . ---I -'Ii. -------\/,, _I -· :\--r--· I . ----r-Cfi;I' - /1 \ \,_ \, \11 10~26 ',SF \ I \ \, \ _I_ /f 1- I I ! -1~€ I ' : ' I' ·1 ,' I ;r., ' I ' ' / ii " ·1 d/ 111 :jl ) i -------- -I : ----/,/ 10 9048 sf, ' -''""--,=_-,,,· -:·=UP-};,;~--~ - -----·:_:_ -_llc.__ __ _ NE 1/ 41 NW 1/ 4, SEC. 14, TWP 23 N, RSE W.M. LEGEND MAPLE OOD PARK EAST ROCK PROTECTION AT PIPE INLET/OUTLET OVERFLOW/FLOW CONTROL STRUCTURE (TYPE 1 CB w/B£EHIV£ GRATE) 9 9093 SF !J=. 14 ·25'43" R,;,174.5' L=43.9' · .. :, ,,. -- •a-=-f::C-:\•H;. ----:· . -- (' ·. \, ---~--__ _ --. --\ )f' -.:_··c1 -=---=-f<T -~ 8 9263 SF !J=.1.4'22'21" R=2i0.5' _ L=528' -------_ _:,_ __ _ \ 14 8438 SF p," I ;),f\ ( ' '-:J C~M-~ ----- 7 9195 SF i I I --. I 0 PLAN KING COUNTY, WA,' TYPE 2 CATCH BASIN ;W.·: "'\cc:i [~! ! I f~~ - 11t---,------'-c------\~,~--~'_;,J---'' I , "'1 '<, I : \ \o I I \"' , I 'l ' DRAINAGE SWALE (TYP.) 13' 8139 SF --·-·· \-\,:' I 30 60 -' IN FEET 6 8325 SF ------ I cl - I o:,I ,_ ------~---+"' 12--- 8469 SF I \ I -\_ -I ! I I I ------I I • I I I --; I I - -~~~~~~~-F-------------------- 1 ~,~,, I --, \ I ' \ ----1--\ I ---\ r-----4___ \ I 8135 SF -----\ I ' ---\ --------\ --, \ ~----------~So,, \ ~ I I I I .I I , I '\--~! ------- ,_ I f><L_ ----suo-- 3 8140 SF 2 8140 SF \ 1 8628 SF \ \ ' \ I '\ '\ 1 I ' I -\\ \ \ \' \ \ \ \ ,\ I \ \ '\ \ \\\ ' \" ~,.,..\ \\ \ \ \ \ 1·---- i I, \ ,-, C_J ,._,: ::L_ ', -r-_J: ~-~-,:r,-~:-~-=~si +- ·-./j:J ---·------· \J;' --RD -- NOTES: TYPE 1 CATCH BASIN ROOF DRAIN PIP[ STORM DRAIN PIPE CUL VERT INLET /OUTLET DRAINAGE SWALE 1. ALL STORM DRAINAGE PIP£ SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON THE PLAN. 2. ROOF DRAIN PIPE SHALL BE 6" PVC UNLESS NOTED OTHERWISE ON n-1£ PLAN. Gity of Renton Planning Division SEP -5 2012 MAPLEWOOD PARK PARK EAST CONCEPTUAL DRAINAGE CONTROL PLAN BURNSTEAD CONSTRUCTION COMPANY OWNER/ .--..-----,-----------------,--,---1 APPLICANT 11980 N[ 24th ST, SUITE 200 BELLEVUE, WA 98005 PHONE: (425) 454-1900 CPH CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management 733 7thAvenlie,Suite 100 I Kirkland, WA 98033 Phone: (425) 285-2390 I FAX: (425) 285-2389 www .cphcon s u ltants, com NO. DATE REVISION BY CK. 0 08/29/12 PRELIMINARY PLAT SUBMITIAL UPDATE PCE MJH FAX: (425) 818-7369 PROJECT SURVEYOR AXIS SURVEY & MAPPING 1-------l----+----~---------t---+----t 13005 NE 126TH PL, KIRKLAND, WA 98034 SCALE AS NOTED PHONE: ( 425) 823-5700 FAX: ( 425) 823-6700 PROJECT NO. 0011-11-008 SHEET 1 OF 1 (\J -0 (\J Ol :, <[ 0 (\J C 0 :,: -_J +' ~ d w .,, 0 0 ~ ru o_ d :>: / -,, d ru +' ~ C L :, "' +' ~ d w .,, 0 D ~ ru o_ d ,c / _J <[ -u "' w ,c ,c D u / "' l:J ::, "' / I" • I I ' I i \ ' - I' .. r / ; , -., : / 470 0 16",20" 22" I • • ,, .-r - L= /U 1-l 2-16"A 0 ', ' ' X,_,,, __ --1· ' • .. -·_ )(; _-_ -• ·-·--:,_---X_.;' //--,'-,----,---___ -' i -' --·-._-_ > ' I _, -. '>l'RACfA'X~ _:-' -- ' $TO.RM DRAINAGE X,. -J 2 -.:r sr -/ ' -------.. __ I ---· SU - I ~ f=>_~!\NTI Nq PLAN (WEST HALF) v 1 "=20·-o" 0 10 1 "A 20 40 1 N88"! x X ,_ -- '·13+.00 -- ---"k ty,~:!J 1--X-., ''tF'''· I·,-, .. , .1'. • 1· ,\ • -.I ', '-. . . I I ... ". I ,u. ,J _________ ' ~ 8"A 0 -----.14 84-38 SF 15' WIQ.Ej I_ANDS9,\PE :/1~) :r·;!, ) './' . · .. ·. '-." :: .· " .. -3$ . <d -·- • \ I ;::: '"'"" ' :..,.-: ..... 11 \ l ! '-I . iS '" N ..- _J LU f-z LU _J LU II () Cf) f-LU <( LU ~ Cf) I ~ 13 --8139 ~ -.. AJC?_' • f • _c):(; DT ·-n, CONCEPTUAL TREE PLANT SCHEDULE BOTANICAL NAME COMMON NAME SIZE , ----'--------------------------+-----,-------·---! I ----------------i--------------------------! I ' ------------------------------------------------------------------------------ AMELANCHIER 'AUTUMN BRILLIANCE' -i ! AUTUMN BRILLIANCE SERVICEBERRY 2" CAL r· ------------·-·---------------------· ·----------------+-----+-------{ 0 L ____ _ ! 22 1 · --- DECIDUOUS REPLACEMENT TREE 0 0 STREETREE ~----17 _____ BETULA UTILIS JACQUEMONTU ____________ i WHITEBARKED HIMALAYAN_!llflCfl I i 2"CAL ---------i-------------0---- STREET TREE f------t-----------------1---------------------------------- 14 PYRUS CALLERY ANA 'ARISTOCRA r ; ARISTOCRAT FLOWERING PEAR 2"CAL EVERGREEN REPLACEMENT TREES, MUST BE 2" CALIPER ----------- !------22 _ PINUS CONTORTA -----------------------------: S_HORE PINE -----------------------_, I ' 6-8' ' -------------------·--------·-----------·-·----------·---·-·--------- ! 14 PSEUDOTSUGA MENZIESII j DOUGLAS FIR, UNCLIPPED 6-8' ,, L_1_4 ____ THUJ_A_PLICATA 'EXCELSA' '_CEX~C=E=L=SA=W~E~ST~E=-R~N~R=E~D~C~E=DA~R~------t-~6-8~' --+-----I OM ~ 1----r~REETOR~MAI~-·-~--------_ --~------------------_--.'_-____ --_---------~----_--_-_-_---_---_---_-----_------~-+-----_-~:-=~:=----~c+--1 _ ------~-------, __ REPLACEMENT TREES MUST BE 2" CALIPER, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMENT CONCEPTUAL SHRUB and GROUNDCOVER PLANT SCHEDULE -------~---~ QUANT, i BOTANICAL NAME COMMON NAME SIZE SPACING/HT. -------------I _______________ -----------t------------------------------- SHRUBS I 0 ARONIA MELANOCARPA 'MORTON' IROQUOIS BEAUTY ARONIA 2GAL ------·---·----·----·-----·-·-·---------·-·-·-----·-·----------------------------------------------·--·-·--+----------------- 0 ARCTOSTAPHYLLOS UVA URSI KINNIKINNICK MASSACHUSETTS 4" POT 24" 0.C. -----------------------------------------------------------------------------------------------------+--------------------------- 0 BERBERIS 'CRIMSON PYGMY' CRIMSON PYGMY JAPANESE BARBERRY 1 GAL f-----+---------------------------------- 0 __ I CORNUS S KELSYU _ -------------t------------DWARF RED TWIG DOGWOOD 1 GAL -------------+-------, 1 GAL 8 0 MAHON IA AQUIFOLIUM COMPACT A : COMPACT OREGON GRAPE f-----+----------------0-----------------t-----,--------- -----------------------·-----··---------------·-·----------------------------------------- 0 PANICUM V. REHBRAUN RED SWITCH GRASS 1 GAL -----------,-----------------------------------------·-· --·---·-----·--·--------------------------------------------------- -I -$-O_ _ _ _PARTHENOCISSUS TRICUSPIDATA_ __ -.I VIRGINIA CREEPER, TRAIN TO TRELLIS ____ 1_§~_l. ______________ _ 0 e---_--_---_-o_____ POTENTILLA-__ -_:-A-_B-~_-O_T_S_f'_O_R_-D _-w-__ ~-I_T-E=-· -=----_-,_-·"_'"_'~_-~~: ,~'. .-:,-~-, -H-IT-E-FL_O_W_E_R_IN_G_P_O_T_E_NT_IL-LA-----;-----2 GA_L ___ ----------- ---------------------------j--------------.. ·---·-··--~--------------· --··------------···--~------------ ® 0 ! POLYSTICHUM MUNITUM , SWORD FERN 1 GAL ----------------------------------·----~c-----------------t-----+----------1 @ 1---~0----+! P~R~U~N~US~L.~M~T~. V~E=-R~N=O~N·1--_____ -----------_____ ,_ ,-.,,- MT. VERNON LAUREL (,) __ ___ 0 __ ,F!O~AFLORAL_'C~AR~P~E~T~C=O~RA~L~'---------+-'C=O_RA_L~C~O~l=O~R=ED~CA=R~P=E~T~R=O~SE~--------,1--~2~G=AL~---t--------, 1-----~-------··"·---· .. -··- ® 0 RUBUS CALYCINOIDES 'EMERALD CARPEr CREEPING RUBUS 1 GAL 24"0.C. --------!-------------------+--------------+------+-----I ' ------' SHRUB AND GROUNDCOVER QUANTITIES TO BE DETERMINED DURING FINAL DESIGN PHASE STREET TREES TO BE STREET TREE FORM AND BRANCHED AT.A MINIMUM OF 6' HEIGHT ~ GROUNDCOVERS, LAWN AND/OR LOW GROWING SHRUBS --·------- 1--: -·---•-, I SHRUBS AND GROUNDCOVERS TO BE SELECTED FROM LIST ABOVE HYDROSEEDED WITH DETENTION POND SEE MIX, COORDINATE WITH GEOTECHNICAL ENGINEER ADJUST LOCATION OF STREET TREES TO CONFORM WITH THE FOLLOWING MINIMUM SETBACK REQUIREMENTS 6' FROM FIRE HYDRANTS AND UNDERGROUND UTILITIES 1 O' FROM UTILITY POLES, DRIVEWAYS AND ALLEY MARGINS. 25' FROM STREET LIGHTS 40' FROM THE CORNER OF INTERSECTIONS, STOP SIGNS AND YIELD SIGNS SITE DISTANCE TRIANGLE AT INTERSECTIONS. MEASURE 20' BACK ALONG THE ADJACENT PROPERTY LINES, CONNECT THOSE TWO POINTS WITH A LINE TO FORM A TRIANGLE. THAT IS THE SITE DISTANCE TRIANGLE . ANY PLANTINGS, EXCEPT STREET TREES, IN THAT AREA MUST BE A MAXIMUM 30" TALL AT MATURITY. EXISTING CONTOUR PROPOSED CONTOUR City of Renton Planning Division SEP -_5 1011 z 0 l-o ::::) a: I- C/) z 0 0 a: 0 LL l-o z ~ z <( __J 0.. >-a: <( z ~ __J w a: 0.. uL---------------------------------------------------------------------------------------------------------------------------------------' REVISIONS BY 8-17-12 This land~cape plan ls diagnunmatic, nil dimensions i:lre approximate <1nd mu~t be field verlfied. GHA Landecape Architect• 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 f- <C _J o_ f- (J) <C w 0 0 0 s w _J o_ <C 2 z <( __J 0.. w 0.. <( 0 C/) 0 z <( __J >-a: <( z ~ __J w a: 0.. <( s -z 0 1-z w a: 1-------------- STATE OF WASHINGTON REGISll:RED LANDSCAPE ARCHI fECT _'Y\_J_5~_ .!.~L BUCHANAN CERTIFICATE Na. 513 DATE: 3-7-12 SCALE: ON PLAN DRAWN BY: NB JOB: ··------------------------------'I SHEET: L 1.1 2 of 5 SHEETS (\J -0 (\J 0) ::, <! 0 (\J <: 0 :,: -_J +' lll " w " 0 0 ~ "' Q. d :,: / .,, d "' +' lll <: ~ ::, "' +' lll d w .,, 0 0 ~ "' Q. d :,: / _j <C H u "' w :,: :,: D u / V) l'.J ::3 "' / ·, \ " ) t; -- -/ 1.3 8 / ,. I REPLACEMENT TREE, TYPICAL LOT\LINE, \ I:// ' ! I I \ '· .cb.' w -~ "'· :::. . ._ -' / I '\" / !I '" ' 595. 90' \ \ I --. -\ ~ \ I ' I •v1 \8 39 SF / ' ... ······W ,- _J w 1- Z w _J w II () (j) I-w <( w ~ (j) ·-· ;;$ . ,.: ,:·:-o· .$. ' ' . ----------- . . \. I ------~-----·~'· _____ _ .. -Vi'·--·,, __ •.• ,., .• , d •. ,;c,;/ __ ,,,en,, · l '!! ...... ~-f:-~A-~_TIN_Q_ __ l:~AN (EAST HALF)_ -~~-v 1 "=20'-0" ----4 -~-·- 8135 SF 500 3 8140 SF 2 s140 sr 00, ·\. . ····· / I \ \" ' ' 0 ,,1>/ .... ; -- -;, : ' // i' 0 .:,: \ I '<f~ -' -0 / ,'' I/ \ ' () i y r7vvv" iv / ~ / V / , V -V V ~ V li-V!_i ,v, V ~ V r , V V V V V V I V /! /! fS:.u V 1/,:; /! .~LLl :r~ i N I '' C) iO < ...... ' ... ·--------·--,. '·. ' ,, / \ ·_") -:1-N 1,1 .... 'ff ________ n_r -~I ~I @ 0 10 20 40 CONCEPTUAL TREE PLANT SCHEDULE QUANT. BOTANICAL NAME COMMON NAME . . . -:---------, SIZE . I c-------+----------------+-----------------j----- = · = ·-· ~=~~~~~~=-C~:N~~R:=:• =•:==:::·:•==:==::::: ____ ·-·-··=~~::==•:=•=:•==::=F ===+~ . ---··--·~ 0, c----_2_2 __ 1+-·A_M_E_LA_N_C_H_IE_R_'A_U_T_U_M_N_B_R_IL_LIA_N_C_E_;· ____ --+A_U_T_U_M_N_B_R_IL_LI_AN_C_E_S_E_R_V_IC_E_BE_R_R_Y ___ +I __ 2_" C_A_L_--i-[ ---~ I I I lsTREETREE . ··--·· ·····-··-·· ·--· -·-----·-··--·------J_ 17 I BETULA UTILIS JACQUEMONTII WHITEBARKED HIMALAYAN BIRCH I 2" CAL I ---------------------r------------------------------------------------, ----------I_______________________________________ -------------------------------------------------------------- STREET TREE I 0 2"CAL 14 PYRUS CALLERYANA 'ARISTOCRAT ARISTOCRAT FLOWERING PEAR c-------+-----------------+--=~-~--------------------- --- 1----+--------------------~--------------' -------------- EVERGREEN REPLACEMENT TREES, MUST BE 2" CALIPER 22 PINUS CONTORTA SHORE PINE --·-·-------·--·-·-·-------·-·-·-------------·-·-·-·-·----··-·---·-·-------------·-·--·-----·--·-·--------·---·-----·-·-·-------, f _ 14 --------Pseuooi'suGAM-ENZIEsii ~== _ _ D_OtJGLAS FIR, UNCLIPP-E-:_D-:_-:_:_:_-__ -_--:-_-:-_-:-_-:-_-:_·_,__f ·_-··_-·-_-~ii--~s·:_:_-_·----·f----_:_::_:_-=: c-_ -- 1 14 THUJA PLICATA 'EXCELSA' 6-8' () -----., .... --------------+--------- EXCELSA WESTERN RED CEDAR 6-8' " f-----f----------------------j-------------------. OM JJf:-c- l_ ---------- TREE TO REMAIN -----------------------------------------~----- i ----------------------------, ------------. REPLACEMENT TREES MUST BE 2" CALIPER, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMENT C O N C E P T U A L S H R U B and G R O U N D C O V E R P LA N T S C H E D U L E SIZE i SPACING/HT. j QUANT. BOTANICAL NAME COMMON NAME f------------------------------------------ SHRUBS r--~ ----------------------------------------j--------: -------1 8 e---~O __ . A_R~O_N_IA_M_E_LAN_O~C~A_R_PA_'M~O_R_T_O __ N_' IROQUOIS BEAUTY ARONIA 2 GAL -~----_,! ---------. ---------------------------------------------------·------·---··----·--·------------·-----------·---------------------I _______ _J 0 i ARCTOSTAPHYLLOS UVA URSI KINNIKINNICK MASSACHUSETIS 4" POT I 24" 0.C. ---------,--··--····--······--··----·--·-·--·-------------------------------------·---·--·--···--·-·-·--1·------------. ---- ® c----__ o ___ -_-t_E_R_BE_R_IS_'C_R_IM_SO_N_P_YG_MY'___________ _ c_FUMSC>N_PY§MY JAPANESE BARB,=E~R~RY~--+ 1 f __ 1~G~A~L _ _;_ ____ _ EB O ' CORNUS S KELSYII DWARF RED TWIG DOGWOOD 1 GAL 8: O ! MAHON IA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE --'I•• 1 GAL --~-------j L _____ : ---------------------------------------------------------------------------_____________ I -------------r--------J c!f.[ 0 'PANICUM V. REHBRAUN RED SWITCH GRASS 1 GAL ' -; ----------------------------------------------------------1 I + , _________ o .... _____ ,_P __ A_RTHE_Noc1ssus_TR1cusP __ 1_D_A_T_A _____ --+_v_1R_G_1N_IA_C_R_E __ E_PE_R~,_TR_A_IN_To_TR_E_L_L1_s __ --+ __ 1 __ G_AL _ L-_ I --------------------------------1------i' ----------~----·--·----· .. ---·-·--------·-0 0 POTENTILLA 'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL ' , ________ ----------+-------------+-----,----------+---------r·----·------·--.. -.. -·- -----------+---1-G_A_L____ + ----- 1 ® 0 ---------------POLYSTICHUM MUNITUM SWORD FERN ··--------· ------------·---·-· -·-··--- --------------------MT. VER-NO_N_LA_U_R-EL--------+--1-G_A_L--+-,! -------1 --------------------------------------------------+--------------+-----+-------, ! @, __________ o ______ +-PRUNUS L. MT. VERNON. ' 0 0 I ROSA FLORAL 'CARPET CORAL' CORALCOLOREDCARPETROSE ___________ --2 GAL ~------- C _J___ -·-·----------··--·-·--·----------------------------+-----+-------, ® ! 0 I RUBUS CALYCINOIDES 'EMERALD CARPET CREEPING RUBUS 1 GAL :----------t-------------------------·----··-·· ·------------------·---24"0.C. -------------·-----------··---------------------j------+------+ f------,,--------------------------- c-------+-----------------t----------------+---------------f"'·----------- ! ----+-----------------------------------------~----~---~ SHRUB AND GROUNDCOVER QUANTITIES TO BE DETERMINED DURING FINAL DESIGN PHASE STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT P=?;~j GROUNDCOVERS, LAWN AND/OR LOW GROWING SHRUBS ~ SHRUBS AND GROUNDCOVERS TO BE SELECTED FROM LIST ABOVE --] _' --- HYDROSEEDED WITH DETENTION POND SEE MIX, COORDINATE WITH GEOTECHNICAL ENGINEER ··---------- ADJUST LOCATION OF STREET TREES TO CONFORM WITH THE FOLLOWING MINIMUM SETBACK REQUIREMENTS 6' FROM FIRE HYDRANTS AND UNDERGROUND UTILITIES 1 O' FROM UTILITY POLES, DRIVEWAYS AND ALLEY MARGINS. 25' FROM STREET LIGHTS 40' FROM THE CORNER OF INTERSECTIONS, STOP SIGNS AND YIELD SIGNS SITE DISTANCE TRIANGLE AT INTERSECTIONS. MEASURE 20' BACK ALONG THE ADJACENT PROPERTY LINES, CONNECT THOSE TWO POINTS WITH A LINE TO FORM A TRIANGLE. THAT IS THE SITE DISTANCE TRIANGLE. ANY PLANTINGS, EXCEPT STREET TREES, IN THAT AREA MUST BE A MAXIMUM 30" TALL AT MATURITY . EXISTING CONTOUR PROPOSED CONTOUR z 0 l-o ::J a: 1- (/) z 0 0 a: 0 LL l-o z -z <.( .....J a.. >-a: <.( City of Renton Z Planning Division ~ SEP -5 1011 uJ a: IR1~©~~W~[Q) a.. c,1---------------------------------------------------------------------------------------------------------------------------------------- REVISIONS BY 8-17-12 This hind~cape plan is (fotgrarnmatk, all dimensions arc approximate and mu5t be field verified. © GHAUllldscapd~ 2012 GHA Landocape Architect• 1417 NE 80th St. SEATILE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 I- <( _J Q_ 1- (f) <( w ~ et:: <( Q_ 0 0 0 5 w _J Q_ <( 2 z <.( .....J a.. w a.. <.( 0 (/) 0 z <.( .....J >-a: <.( z ~ .....J w a: a.. srATE OF WASIIINGTON REGISTERED -z 0 1-z w a: LANDSCAPE ARCH! I ECT _.n~t·~~"' CERTIFICATE No. 513 DATE: 3-7-12 a------------- SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L 1.2 3 of 5 SHEETS ru -0 ru 0) ::s <1: 0 (\J " 0 ::,:: 0) ~ " _J .p ~ d w " 0 0 • ru 0. " ::£ / TI " ru .p Vl " '-::, PO +' ~ d w cl 0 0 • ru (l_ d ::c / _J <1: -u °' L: ::c ::c D u / "' l.:J a ' "' a , "'" ---- 1" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE 2" DIA. WOOD STAKES, STAKE NEXT TO ROOTBALL LAYER OF MULCH PER SPECIFICATIONS ,,-----~· --· -... ------··-·---.-------~ FORM 3" WATERING RING AROUND TREE, 2" OUTSIDE OF TREE STAKES EXISTING SOIL_j_:..1_$JOPE AT SIDES OF PLANT PIT -~C~U~T BURLJ\_P_BA_9K f'FlQrvJJOP 1 /3 OF ROOT BALL -------------------~SO=l~L 13ENEATH TREE TO BE E:XISTIN_G SQLL,OB COMPACT _ SOIL TO 85% MAX. DENSITY f--· 12" GREATER THAN ROOTBALL TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL SET STAKES PARALLEL TO ADJACENT STREET SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL --·--------------~-----· -- FORM 2" WATER BASIN ~--· ----~ TOP OF ROOT CROWN ------------------. ---··- -~-----BARK MULCH PER SPECIFICATIONS --~- KEEP MULCH 1-2" AWAY FROM STEM ~][)Jl]J[:':l~~~~~--=111~: . 111= I 11 11 . .I I OF PLANT 111= :.-:::=111~ Ill 111---... -________ EXISTING SOIL, DEEP_~Y§QJl.l'l!EY A!SIDE:_§_OE _____ _ 111--=11 -11I~ITl m-: -IT , 1:LJ~llil~lllill I II Ill I IIIIIIJ 111 ~ PLANT POCKET BACKFILL WITH AMENDED NATIVE SOIL ------·---------------"-·------- I I PLANTING HOLE I /[---·· --------/[ TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" WIDER THAN ROOTBALL FOR GROUNDCOVERS DEPTH TO BE SAME AS ROOTBALL OR 12" WHICH EVER IS GREATER AND FERTILIZER PER SPECIFICATIONS SET AT 112" HIGHER THAN GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL LANDSCAPE CONSTRUCTION NOTES Contractor shall familiar themselves with the project including all underground utilities. All beds to be debris and weed free prior to landscape construction. Subgrade to be 8" below finished grade to allow for topsoil and mulch in shrub areas and in a 6' diameter area around individually planted trees, and 2" below finished grade in hydroseeded areas. In shrub planting and individual tree areas till existing soil to depth of 12". Add 3" of 50/50 Cedar Grove or Sunset Materials compost/sand mix. Till into 8" of exi§!i_rig soil. Add 3" more of 50/50 Cedar Grove or Sunset Materials composUsand mix. Till into 8" of soil. Compact soil to 80o/o to prevent settling. In hydroseeded area till 2" of 50/50 Cedar Grove or Sunset Materials compost/sand mix into 8" of existing soil. Compact soil to 80°/o to prevent settling, coordinate work in detention area with Geotechnical Engineer. Notify owner if existing soil conditions will prove detrimental to plant health, even after soil prep, such as excessive clay soil, hardpan soil, poor drainage, or excessive gravel. Plant trees and shrubs per details this sheet. Mulch beds and in a 6' diameter area around each individually planted tree with 2" of comp-mulch. Mulch is to be free of garbage and weeds and may not contain excessive resin, tannin, or other material detrimental to plant growth. Gently loosen roots of container stock that is rootbound prior to planting. Fertilize all plants with best-Paks fertilizer, available at Horizon Inc. 425-828-4554 or Agri-form tablets. One packet/tablet per 1 gallon plant, 2 per 2 gallon, 3 per 5 gallon, and 12 per tree. Evenly space packets around rootball, 6-8" from soil surface. All plants shall conform to America standard for nursery stock, ANLA. All plants shall be considered very good or better in health and form based on industry standards. Provide one year warranty for all work starting form date of final acceptance. Coordinate all work with General Contractor. Owner is responsible for providing watering through at least the first growing season. z 0 -I- () :::, cc I- C/) z 0 () cc 0 LL l-o z -z <C _J 0.... >-cc <C z City of Renton ~ Planning Division _J w SEP -5 1011 CC 0.... REVISIONS _-i..::B:...:Y:........i -----·------'----1 This landscape rlan is diagrammatic, ali dimensions are apprnximate and 1m1$t be field verified. © GHA ~Almnsdl 2012 G:l-lA Land.scape Archltecte 1417 NE 80th St. SEATILE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 Cf) _J -<C I-w 0 0 z <C Cf) w I- 0 z z 0 I- I- () ::J <( cc _J I- o_ Cf) z I-0 () (f) z <( <C w _J 0.... ~ w 0.... 0::: <C <( () Cf) o_ 0 z 0 <C 0 _J >-0 cc s <C w z - _J ~ o_ _J <( w cc 2 0.... ------------·---·--·-·· STATE OF WASHING JON REGISTERED <C s: ~ z 0 I-z w cc LANDSCAPE ARCHITECT _'l\;.! _5~-- --'-.~L [lUCHANAN CER!H-IC/\IE No. 51J ---··· ··-------1 DATE: 3-7-12 --"-·--·----···---- SC ALE: ON PLAN ___ _, ______ "' ____ ,._ ---'----' DRAWN BY: NB JOB: .,..,,. ___________ ------' SHEET: L 1.3 ;3 S._---------------------------------------------------------------------------------------------------------.il.jRl.11..~iaiic'i.:.(C.:..~a.~ll..lV/.W~=.aa[Q)'----' '--4-o_t _5_s_H_E_ET_S-...J (~SHRUB PLA!'J_}"ING DETAI~~---------------- NE 1/ 4, NW 1/ 4, SEC. 14, TWP 23 N, RSE W.M. 9' PUE '3:: C) 0:: 5' 8' SIDEWALK PLANTER 2% ® TYPICAL ROADWAY SECTION -ROAD A NOT SO SCALE 6'~ 13' 2" AC SURFACING CLASS B 52' (£ ROW I I 13' VERnCAL CURB ANO GUTTER SUITABLE UNDISTURBED NATIVE OR COMPACT IMPORT FILL MATERIAL SUBGRAOE 58' (£ CONST. 8' 5' PLANTER SIDEWALK -6" 2% - '3:: 0 0:: g' PUE '3:: 0 0:: 30' -----------------28'------------------·i-------------------------------------, 1.5' 5' 8.5' SIDEWALK PLANTER 6" (!)TYPICALROADWAYSECTION-NE2NDST NOT SO SCALE 13' VERnCAL CURB ANO GUTTER 2" AC SURFACING CLASS B 3" ATB 19'± SAWCUT EXIS. T. P.VMT. . . I EXIST. PVMT. VARIES ~ 7 LZ77ZZZ/-;.~../7 .Z LZ/7 Z:.~}://7 zz /Z2f. ~-p-~-·E--~,-ili-,--------P-UB-L-IC-A-:c-6~-S-S_E_S_M_T.----------~,-ili-,..--,sd' ESMT.9~NO PUE : 12"1-I __________ 2_0_' -----------1--6_'_~1 I PAVED TRAVEL WAY 4' 16' I I I I PED. PATH (SEE NOTE). TYPICAL NARROW ROAD SECTION -ROAD B NOT TO SCALE g' PUE '3:: C) 0:: 26' 10' PUBLIC ACCESS ESMT. LANDSCAPE AN 6' 20 , I UTILITY TRACT ~----1-~--~-----------------------i, ,12· 12' 4' PED. PATH (SEE NOTE) PAVED TRAVEL WAY 16' 2" AC SURFACING CLASS B 3" ATB 4" CSBC (!) TYPICAL NARROW ROAD SECTION -ROAD C NOT TO SCALE CPH CONSULTANTS Site Planning• Civil En~neering Land Use Consulting • Project Management 733 7th Aveoue, Suite 100 I KirKland, WA 98033 Phone: 1425) 285-2390 I FAX: 1425) 285-2389 www. cphconsul tan ts. com ~o~ .,,.,,e~ -o~ ~... • f=,~ o' <i' ,.~, .,,Q, NOTE: THE PEDESTRIAN WALKWAY AREA SHALL BE CLEARLY MARKED BY MEAN OF PAINTED STRIPE, STAMP ASPHALT TEXTURE, CONCRETE PAVEMENT SURFACING, OR LIKE METHOD TO DELINEATE THE SHARED USE OF THE ROAD . o~"" ~ &,,~ <?'~ ~ .,;-v 1,.;~,,;;------=-=---=-----...... .,.,...-=-----1 ~*' ~ MAPLEWOOD PARK EAST 11~<@> ~~~ ROADWAY SECTIONS OWNER/ ,--.,.-----,-----------------,----,----1 APPLICANT BURNSTEAD CONSTRUCnON COMPANY 11980 NE 24th ST, SUITE 200 BELLEVUE, WA 98005 PHONE: ( 425) 454-1900 NO. DATE REVISION BY CK. 03/07 /12 PRELIMINARY PLAT SUBMITTAL PCE JBS FAX: ( 425) 818-7369 f-b""-+_:0::..:4"-'/2=3:,_/=12=-!-"R:::EV.:.:l,::$EccD::..:R.::O::_A::D.::Bc:.A::..:N::D.::Cc:.R::::O.:.:W~W::ID:::_T::_H:__ ____ -+-_::_A~LN'.'._/...c.'.JB'.'.:S'.....J PROJECT SURVEYOR AXIS SURVEY & MAPPING 13005 NE 126 TH PL, KIRKLAND, WA 98034 PHONE: ( 425) 823-5700 SCALE AS NOTED FAX: ( 425) 823-6700 PROJECT NO. 0011-11-008 SHEET 1 OF 1 30' l 5' 0 l" = 30' BASIS OF BEARINGS: 30: 60' HELD NQRTJ,, 88'21'18" WEST BETWEEN MONUMENT AT NORTHWEST CORNER OF SECTION 14 & MONUMENT AT NORTH QUARTER CORNER OF SECTION 14 HORIZONTAL DATUM: NAO 83/91 YEBDGAI PAJJJM· NAVO 88 ORIGINATING BENCHUARK: CITY OF RENTON POINT #2103 BROKEN BRASS DISK SET IN DRILL HOLE IN CONC. AT INTERSECTION OF N.E. 4TH ST. & 156TJ,, AVE. S.E. ELEV. = 547.95' Sl1E BENCHMARKS: ~ TBM-A R.R. SPIKE IN N. FACE OF POWER POLE HOUSE #15203 & S.E. 132ND ST. AT EAST PROPERTY LINE OF ELEV. = 476.50' ~ TBM-B Yz" REBAR & RED ELEY = 498. 79' AXIS CONTROL CAP ~ TBM C FOUND PUNCHMARK IN DOWN 0.35' ELEY = 468.01' 2" BRASS DISC IN CONC MON IN CASE GPS/CONVERSlON NOTES: PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES ANO DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. E. ENO IE 18" ADS = 465.3' -N88'10'43"W -------i!i. SSMH 7243 TYPE 11 48" RIM = 467.93' IE 8" PVC W, E 4' SPLIT RAIL FENCE .- 2WM / SSMH 7189 TYPE 11 48" RIM = 469.64' I I ,• /'. I FOUND PUNCHMARK IN 2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.35' IN CASE 03/19/2007 ~TBM C ELEV = 468.01' IE 8" PVC NW,NE,E = LEGAL DESCRIPTION PER A.L.T.A. COMMITMENT BY CHICAGO TITLE UNDER ORDER #1198333 DATED DECEMBER 14, 2005: THE WEST 595.72 FEET OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; (ALSO KNOWN AS PARCEL A, KING COUNTY LOT LINE ADJUSTMENT NUMBER 489033, RECORDED UNDER RECORDING NUMBER 8408270719, IN KING COUNTY, WASHINGTON.) REFERENCES 1. A.L.f.A. COMMITMENT ORDER NO. 1198333, DATED DECEMBER 14, 2005. 2. LOT LINE ADJUSTMENT PER RECORDING #8408270719, DATED AUGUST 27, 1984. 3. REAL ESTATE CONTRACT PER RECORDING #8872161, DATED APRIL 12, 1965. 4. WATER AS-BUILTS PROVIDED BY KING COUNTY WATER DISTRICT #90. 5. PLAT OF MAPLEWOOD ESTATES, PHASE 2, PER RECORDING #20021126000001, DATED NOVEMBER 6, 2002. 6. PLAT OF WILLOWBROOK LANE PER RECORDING #9408011505, DATED AUGUST 1, 1994. 7. PLAT OF CEDAR CREST ESTATES PER RECORDING #7305220549, DATED MAY 22, 1973. 8. SHORT PLAT #484056 PER RECORDING #8409130561, DATED SEPTEMBER 13, 1984. CB TYPE I RIM = 458.64' IE 15" ADS E = 454.59' IE 15" ADS S = 454.56' S. END I I !!2 T I i 30' I I 460.04' I I I I IE 15" ADS 454.4' -t----11 I -I> (J1 (Jl NE 1/4, NW 1/4, SEC.14, TWP.23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON REY# DESCRIPTION OF REVISION BY ' . I ,i,.A . c'M \ W. END IE 12" CONG = O;:, 469.3' [~~ 463.2' N. END IE 12" PVC W/ TRASH RACK = 460.3' E. END IE 12" CONC = 471.1' FOUND % " REBAR & CAP "ESM INC #15661, #29281" "1,:.J;·:fi' "' ·' 03/20/07 . ,rv:, ·', CB TYPE I -++.:...:.so RIM = 459.91' IE 12" ADS N = 455.76' IE 12" ADS E = 455.41' IE 15" ADS W = 455.36' #1 REMOVE ONSITE HOUSE, GARAGE AND DRIVEWAY DATE 3/12/12 JM SITE ADDRESS #2 #3 #4 #5 #6 #7 15240 SE 132ND ST RENTON, WA FOUND SMALL PIECE TOPOGRAPHIC & BOUNDARY SURVEY FOUND PUNCHMARK IN 3" BRASS DISK AT SURFACE 03/19/2007 SECTION SUBDMSION NOT TO SCALE OF BROKEN BRASS SURFACE DISK IN 3" DIAMETER CONCRETE PLUGGED DRILL HOLE 03/19/2007 SPEED LIMIT 25MPH ~ TBM A R.R. SPIKE IN N. OF POWER POLE ELEY = 476.50' \ \ \ <>'o ', NARROW ROAD GAS , 20MPH PAINT FOUND )f REBAR & CAP 01 EJB L.S. #17663 // 2.4' NORTH OF / ,,;,~ \ \ \ • ' ' \ \ \ \ \ \ \ \ ·-- ' '· / \ \ ·-. \ \ \ \ ' ' ·,. .\ ,, ~ MARK FACE _ "y FOUND %" REBAR & CAP "CRONES 29537" RIGHT-OF-WAY~ i'0'"' 2.0' NORTH OF 1 SPLIT d ~ UP 0.7' ~'lo ' ' 'o.,, 03/19/07 Yi!~ ,,~ FOUND % " REBAR & CA "CRONES 29537" ON RIGHT-OF-WAY 0.1' SOUTH OF RIGHT-OF-WA 0.5' SOUTH OF 16TH SPLIT 03/19/07 !?~~ ~C:,· «'\ "0 '!,"' ,2\fJJ1f'o'I;' '°'o" t}-& 0.4' SOUTH OF 16TH SPLIT 03/19/07 GENERAL NOTES UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIELD LOCATION OF THE SURFACE EVIDENCE OF EXISTING STRUCTURES. UNDERGROUND UTILITY LOCATION SERVICES WERE NOT PROVIDED FOR THIS TOPOGRAPHY SURVEY AND TJ,,E UNDERGROUND ROUTING OF REPORTIED BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED WITH THE UTILITY PURVEYOR. ADDITIONAL UTILITY LOCATIONS AND UNDERGROUND UTILITY LOCATION PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY CONSTRUCTION. LINE LEGEND ·- EVIDENCE OF LAND OCCUPATION LIKE FENCES, STRUCTURES, PA YEO OR GRAVELED SURFACES, LANDSCAPING, AND ETC. MAY NOT COINCIDE WITH THE DEEDED BOUNDARY LINES, AS SHOWN ON THIS DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING JO HAVE DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. AXIS RECOMMENDS THAT THE OWNER OR POTENTIAL PURCHASER CONSULT W1TH LEGAL COUNSEL WHEREVER DISCREPANCIES EXIST TO DETERMINE HOW BEST TO INTIERPRET THEIR PROPERTY RIGHTS AND ADDRESS POTENTIAL BOUNDARY ---D DISPUTES. . THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS ANO ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONCLUDED ON MARCH 22, 2007 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. SURVEY FOR - ---- ' ---. ss SD ---OP u~ ---'ii G X T . BURNSTEAD CONSTRUCTION, INC. ) ', \ \ u \ .. .. \ \ \ X ·-G.) '·. '· -.. / / 500 . ·v 9&-·-· ---o SEE DETAIL ---·--/ ON RIGHT FOR ~TBM B ____,.,/ ---. "·. DIMENSIONS ' ~· REBAR & RED AXIS \ CONTROL CAP ELEV -498. 79' -.. ------ \ I X ,\,c. '-\), ', --. \ \ \ \ \ ~,·· ;,'1 ·:1 , ···,.\ . ' ... ) , /.. --1- ' / / < •,1; [_ .. -- '--.., >( /:(~.:\.? \ . -· \ \ \ \ ' \ I \ ~~ ·".'.(- ·- w~ _ .. · _ ...... -.. ---· -~ --=-::.\,--'~,.:./ 2.~:i; - ---~-----D ~--- E. END -· IE-12'' CONC = 487.8' I ~< ,;.+~) __ '.,,( ;_) ·J TREE LEGEND DECIDOUS FOUND Yz" REBAR & CAP SMASHED CEDAR 0.2' NORTH OF RIGHT-OF-WAY 0.2' SOUTH OF 16TH SPLIT D3/19/07 CHERRY COTTONWOOD M.OER '< ..J • ..J a, • lO I') ' "' a, 'N ~ I') I') ~ >--------+-___ ___, MAPLE CONIFEROUS FIR HEMLOCK CLUSTER jDITCH LINE I SANITARY SEWER LINE HATCH LEGEND I STORM DRAIN LINE I OVERHEAD POWER LINE CONCRETE PAVING I UNDERGROUND i TELECOMMUNICATIONS UNE ASPHALT PAVING I WATER LINE I GAS LINE I CHAIN LINK FENCE rnAVEL PAVING 0 11 N88'21'18"W 2622.78' 1311.39' 1311.39' FOUND PUNCHMARK IN 1-)f BRASS DISK STAMPED ;,, '#30427' IN CONCRETE ~ MONUMENT DOWN O. 7' IN CASE. \;) :)'i FOUND PUNCHMARK IN 03/19/2007 FOUND 0 "' 1-)f BRASS DISK IN FOUND PUNCHMARK ;;j CONCRETE MONUMENT DOWN 0.9' IN CASE . PUNCHMARK IN 1-Yz" HELD AS SE "16 CORNER \ IN 2" BRASS DISK 11 BRASS STAMPED ~ j; OF THE NORTHEAST )'4 OF DISK IN "30427" IN .~ oi THE NORTHWEST 1/4 CONCRETE CONCRETE ;!i ~ 03/19/2007 MONUMENT MONUMENT 8i-------~ DO'IIN 0.3' DOWN 0.4' IN z . 595.90'' • 1 1 uJ . ' ~ '" "! "' 0. nm "' "' N 0 0 z ~ • \ IN CASE CASE "~''••°' e ~ . 03/19/2007 03/20/2007 '1 ci ~ ,:; <.1';:::-_ _,.,.N::c88e.'~1 o~· 4f3~"iw~:,~3iOI~3~~· -4:~t"':..:_:::::;,~~b";,;"'~=--:=p.c~f'._-=::1b .,. '~595.9t'· n . ...-~ ~ \-No 1279 ·30'(CALP6uNo -· N88'09·1o"w 130:11;~4 · -. '-\ ' ' c: A, r-, JJ'• ,""1, , ~ I' • '•·· ~ , ,._, '.)CJ(_). ( ' . .. " MONUMENT PUNCHMARK IN FOUND AT 2" BRASS DISK 16TH CORNER IN CONCRETE MONUMENT DOWN 0.35' IN CASE HELD FOR LINE 03/19/2007 \7 DETAIL \7 V [> CURB 3.0' WESTl'-Of It '7 WALIL 1,4' WEST OF It i \ [> 14 FOUND PUNCHMARK IN 1-~" BRASS DISC IN CONC IN CASE DOWN 0.9' 03/19/2007 LEGEND f----~-------------------~----·-·""""'·-·"-----1 POWER JUNCTION BOX (EJB) 83 WATER METER (WM) IZl f-----+-----------------+---·-+---------------- 6 POWER METER (PM) [EJ POWER VAULT (PV) c;,--P'. STREET LIGHT (SL) E--GUY ANCHOR (GA) -0-POWER POLE W/UNDERGROUND CONDUIT (P?U) -0-POWER POLE W/TRANSFORMER (PPT) (\ WHEEL CHAIR RAMP (WCR) >-----1---------------0 CATCH BASIN SECTION CORNER N WATER VALVE (WV) IQ]GM GAS METER 0 MB MAIL BOX • BOLLARD (BOL) LL SIGN ~ SET BENCHMARK ffi FOUND MONUMENT IN CASE (MIC) o FOUND REBAR AND CAP AS NOTED 0 CENTER OF SECTION >-----1------------------1-----C-------------< CULVERT QUARTER CORNER .0. I FIRE HYDRANT (FH) 0 SANITARY SEWER MANHOLE . D TELEPHONE RISER (TR) GAS PAIN! '1,!\t~f.\J (~qP0)n,·,J,", <r--i WOOD FENCE LINE v/ /7771 / / / /__,j BUILDING (SP) SHORT PLAT 484056 (LLA) I WIRE FENCE LINE TIFFINY BROWN BURNSTEAD CONST., INC. 1215 120TH AVE NE BELLEVUE, WA 98005 MAPI..EWOOD EAST PROJECT Axis Survey & Mapping 13005 NE 126th Pl. KIRKLAND, WA 98034 TEL. 425.823-5700 FAX 425.823-U?UO W.V"Y!•axlsmap.com /DJ Jc:" I.CS. F'"'" ' -r1, ,....,,, ·,, ... 1,'ii,/1,:::.ir~ -~ .:J'-'.::.~ ~c..:il \"llL':.. JOB NO. DATE~ 07-038 DRAWN BY DMB SCALE l" ~ 30' 05/02/07 CHECKED BY MTSE SHEET 1 OF 1 510 500 490 480 470 460 450 U) ~:g "' c:, . :.: 'I' ; . . "aR· Lu + ·" . 0:: ,._ '. ................... ();,} .. -.:-...( ... · · • 11 ·~ 11 •... <,:: <( Gj . . 0:::: t-c...::,....J . ('.) (/J Lu . 4.29%. c:.i NE 1 4, NW 1 4, SEC. 14, TWP 23 N, RSE W.M. .333'- "'8 . i:.o a .. :.: c:i . . . ~ t"-. §5 ..•.... ~. ;;!; " · ....... EXIST. GRADE cti ,.__ , ,,.. T . 11 . 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DATE REVISION BY CK. 0 03/07/12 PRELIMINARY PLAT SUBMITTAL PCE JBS FAX: (425) 818-7369 ..---i------t-------------------+--+----< PROJECT SURVEYOR AXIS SURVEY & MAPPING 13005 NE 126TH PL, KIRKLAND, WA 98034 PHONE: ( 425) 823-5700 FAX: ( 425) 823-6700 SCALE PROJECT NO. SHEET AS NOTED 0011-11-008 1 OF 1 NE 1/ 4, NW 1/ 4, SEC. 14, TWP 23 N, RSE W.M. MAPLE OOD PARK EAST RENTON KING COUNTY, WA \ __ l) / ) / .\ If] [!~ [ l l _________ ~----_ -.JI l:~~ __ \ jj --/ ---; --~ ! ( ----------~~~------~<://:_~----~--1 -------[_ ---r --------------'> J---\ -\ I 1 ( /l /fl ! : ,--_ru _Q_l ____ f ___ ~T_,-i- 1 1- 1 -------- 1 ---------r------~--,------------------------J ~======--=---~---------~\_----n 1 --\ ) ,-----------J/~---, ---1 _) , _J_ _1_ _J_ __L I -1 1------ ~ . . i.1/i \._ I 1 ( 1 --i 1 1 r~1 I I ) " \ ,[ 1--~--~~ 1 _T _lr1r __Jr_ ----1 . . 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I ' __ 1 ________ ---- 1 -~ ' • ' r~-,\ ~-~- f-____ J ·- ! r-- 1 __ -_J ----~------------.---'-- L -, . ___ J---r-------~r--t_~1 __ c11=J ' ' I I/' 'r----- l ____ j_ ____ L ___ ) l_-:i _ __LJ_ITI __ l~ :-J ____ J_~'--r '--,LI_ tJ --;----:i=-~-1-=~r-~1--~ 1~--1-1 c,-I~~--------------, 1--I ---= -=-- 0~~;;2~00 ...................... 400 PLAN IN FEET CPH CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management 733 7th Avenue, Suite 100 I Kirkland, WA 98033 Phone: (425) 285-2390 I FAX: (425) 285-2389 www. cphcons u/ta n ts. com MAPLEWOOD PARK EAST NEIGHBORHooo DETAIL M7!11?· 0r i:1(; 1to~1 . ic1nrnoci n11 sion OWNER/ BURNSTEAD CONSTRUCTION COMPANY r-.....---.-----R-EVI-SIO_N __ ---...--BY-,-C--,K. APPLICANT 11980 NE 24th ST, SUITE 200 BELLEVUE, WA 9~g~5 "'li NO. DATE PHONE: (425) 454-1900 1 1 a ,u 0 03/07/12 PRELIMINARY PLAT SUBMITIAL ' PCE JBS FAX: (425) 818-7369 r,::.-:.:, rec-·, ---- 1-----+----+------------+-------j---1PRoJEc1suRvEYoR Axis suRVEY & MAPPING tr1Hs L;/~UW ~JJ) 13005 NE 126TH PL, KIRKLAND, WA 98034 SCALE AS NOTED '-' ;-~, , -,,_, .·\ -, ". 1 PHONE: ( 425) 823-5700 FAX: ( 425) 823-6700 PROJECT NO. 0011-11-008 SHEET 1 OF 1