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Home My WebLink AboutLarge Formatw 2' <{ z I-u w ----, 0 Ct'. Q_ X X X X I X X X :r: 0 z <( O::'.'. (/) z I- O::'.'. w <( ~ ' I I 26 / r-~-----1 I : I I I I 4~' ····· -\ · 10,985 S.F. BOXU; I / I "-V ,, ,,,, : "" , "-"-I I I ) ":a , ~ ·"<( I I I 'PARCEL NO. 032305-9238 ' "-,~ < " I '. ~- . "" , \ 29 $ I .\ "\, ~\_<! £ : ._,, UTILITY EASEMENT I~ \ \ ~ 30" INGRESS, EGREES, __ I ~ L ~ , REC. NO. 7609140487 -I \ 'q_ \ 1; I \ \~ .\ ~ I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) \ \\\·~ : \ \~ '\ : \ \ \ : \ \ .\ I \ \ \ I· I "·~ \ \ !Fi'Jt:S IS 0,5\'L OF fr PARCEL NO. 032305-9124 TEMPORARY CUL-DE°"'SAOC: EASEMENTit 3,562 S.F. PARCEL NO. 032305-9179 \ \ \ SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M. ' ! ' I I I I I I I \ 10 \ ·/0.76$ S.F.' 7 9,982 S.F . MAERTINS RANCH KCSP 584164 REC. NO. 8709231174 lTiL:,:· S (L '.i'i1, or 3 3 2 KOSP 584163 REC. NO. 8709231179 2 LEGEND: + EB • D ¢ ffi @ ® = C.O.R. VBF HBF 0 ~ ~-P-- --w-- ---G-- ~-T-- --C-- -x---x- FOUND SECTION MONUMENT AS NOTED FOUND MONUMENT AS NOTED ROAD S/GNAGE MAIL BOX POWER METER POWER POLE JUNCTION BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE WATER METER WATER VALVE FIRE HYDRANT TYPE I CA TOH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY CITY OF RENTON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE OVERHEAD POWER UNDERGROUND POWER UNDERGROUND WATER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PAVEMENT FENCE f:' 'I NB7"49.01 W . 89.01 \\ ,/1 · fHICL if ;:.1 L4'W. DEED NO. 7207120398 PARCEL NO. 032305-9167 ,' ii Ir !/ I I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 1TH A VENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 DEED NO. 6468344 PARCEL NO. 032305-9207 (.':;i)i'CCf'.; SURvt=.:YEO: SJS 1----+-----------------------t---t----i----t OESIGNEDMAJ DRAWN: CEN CHECKED: 1--4---------------·-t---+---t---t MAJ APPR 1-Af'""e,""o .. ,c .. o,------t MAJ BY DATE NO. REVISION SCALE: /JS NOTED I ONE INCH I r---;:; FULL SCAL£ IF NOT ONE INCH SCALE ACCORDINGLY PROJECT CONTACTS: APPLICANT / OWNER ................ PNW HOLDINGS, LLC .................................................. 9675 SE 36TH STREET, SUITE 105 .................................................. MERCER ISLAND, WASHINGTON 98040 .................................................. (206} 588-1147·. .................................................. CONTACT: JUSTIN LAGERS .................................................. JUSTIN@PNWHOLOINGS. COM CIVIL ENG/NEER .......................... D.R. STRONG CONSULTING ENGINEERS, .................................................. 620 7TH A VENUE .................................................. KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-3063 .,.,,.,, .......................................... CONTACT: MAHER A. JOUOI, P.E. ............ ,., .... , .............................. MAHER.JOUOIOORSTRONG. COM SURVEYOR ................................. D.R. STRONG CONSULTING ENGINEERS, .................................................. 620 7TH A VENUE .... , .......... , ...... , .................... ,, .. ,,. KIRKLAND, WASHINGTON 98033 .................................................. ( 425} 827-3063 .................................................. CONTACT.· STEPHEN J. SCHREI, P.L.S .............. , ............................... ,, .. STEVE.SCHREIOORSTRONG.COM SHEET INDEX: Cl I OF 8 C2 2 OF 8 03 3 OF 8 C4 4 OF 8 C5 5 OF 8 06 6 OF 8 Cl 7 OF 8 CB 8 OF 8 LI 10F2 L2 2 OF 2 NI I OF I VERTICAL: NAVO 1988 HORIZONTAL: NAO 198J/1991 PRELIMINARY PLAT MAP TOPOGRAPHIC MAP TREE CUTTING ANO LANO CLEARING PLAN TREE TABLE . CONCEPTUAL ROADS AND GRADING PLAN DRAINAGE CONTROL PLAN GENERALIZED UTILITIES PLAN ROAD PROFILE AND CROSS-SECTION DETAIL LANDSCAPE PLAN LANDSCAPE PLAN NEIGHBORHOOD DETAIL MAP \ \ } l I .CITY OF RENTON Planning/Eluilding/Public Works Dept. INC. INC. 0 SE 112TH ST SE 116TH ST VICINITY MAP 1"= 1500' @ PROJECT INFORMATION: TOTAL EXISTING SITE AREA: TOTAL PROJECT AREA: SI TE ADDRESS: TAX PARCEL NUMBER: PROPOSED NUMBER OF LOTS: EXISTING/PROPOSED ZONING: DENSITY PROPOSED/PERMITTED: "TRACT "A 11: LANO IN CRITICAL AREAS: LAND IN CRITICAL AREAS BUFFERS: LAND IN PUBLICLY OED/CA TED STREETS: LAND IN PR/VA TE ACCESS EASEMENTS: SEWER DISTRICT: WATER DISTRICT: SCHOOL DISTRICT: LEGAL DESCRIPTION: PARCEL A: NORTH 177,683 S.F. (4.079 ACRES) 177,683 S.F. (4.079 ACRES) 1508 IL WACO A VENUE NE RENTON, WASHINGTON 032305-9021 13 R4 4.32/4.49 STORM DRAINAGE TRACT 10,496 S.F. (0.241 ACRES} 0 S.F. D S.F. 46,627 S.F. (1.070 ACRES) 0 S.F. Cl TY OF REN TON WATER DISTRICT 90 ISSAQUAH #411 THE NORTH 677.44 FEET OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 130 FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH LINE; EXCEPT THAT PORTION OF SAID NORTH 677. 44 FEET LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECT/ON OF THE SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3; THENCE NORTH 87 DEGREES, 49 MINUTES ANO 08 SECONDS · WEST ALONG SAID SOUTH LINE A DISTANCE OF 89.01 FEET TO THE BEGINNING OF SAID LINE; THENCE NORTH 67 DEGREES, 07 MINUTES, 57 SECONDS WEST A DISTANCE OF 119.88 FEET TO INTERSECTION OF THE EAST LINE OF THE WEST 130 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS NOS. 6468344 AND 7207120398. PARCEL 8: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS CREA TED BY INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487. NORTH GRAPHIC SCALE 25 50 100 1 INCH = 50 FT. NOTE FOR CERTIFICATION OF SURVEY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL TING ENGINEERS. DATE: MAERTINS RANCH PRELIMINARY PLAT PRELIMINARY PLAT PLAN 11.19.2014 FIELDBOOK: PAGE: DRAWING NO: C1 SHEET: OF: 1 8 A-NNNNAA w ::,: <t: z f--u w ---0 0 0:: []__ X X X X I X X X I 0 z <t: 0:::: (f) z f- 0:::: w <t: 2 26 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 I~~; MAERTINS RANCH E, W.M. a 8"Pvt=462.62(E) 8"PVC=451.28(E) 6 8"PVC=444.26(S) 5 6'\IBF PEDESTAL RISER KCSP 584164 REC. NO. 8709231174 3 ' .. G- ' CB RIM=442.22 12"CPP=437.64(W) 15"CPP=437.50(E) / \ \ '\I I ria~~g~~:,~9 '.'O"F~; CusE ~le N87"49 01 w )89.01 FENCE IS 2.1'N. X 1.4'W, I I I ~ I( , ,,.,, / I OF PROP CORNER \ \ I .""' I ',L ---11/ I '\ · l 15' EASEMENT xi12"Ff..---~i~~1~g398 ~~~~,~~ I / \ "" REC. NO. --..J 1,.,_' \. l,'1',. 10"F PARCEL NO. PARCEL NO. r I I I I I I I I I I ~"cis, . ""20140306000025 591 e,?h~r ~I I I I \. , ..,..,<t, . ls"r 032305-9167 111 032JOS-9207 't' ~~~ ~~ .:t,,, , .. @,,,,; 1 I I V " ""' ",EASEMENT REC. NO. I I I/ . ""-' < .·.~J __j 6261949 1 / • = . ,.·.::-, :t\;__ .1 I __. _..1--· /,, / ',~,· ~ M:A :iF-i:. ---/ _-/ LEGAL DESCRIPTION: PARCEL A: THE NORTH 677.44 FEET OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 130 FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH LINE; EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3; THENCE NORTH 87 DEGREES, 49 MINUTES AND 08 SECONDS WEST ALONG SAID SOUTH LINE A DISTANCE OF 89.01 FEET TO THE BEGINNING OF SAID LINE; THENCE NORTH 67 DEGREES, 07 MINUTES, 57 SECONDS WEST A DISTANCE OF 119.88 FEET TO INTERSECTION OF THE EAST LINE OF THE WEST 130 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS NOS. 6468344 AND 7207120398. PARCEL 8: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS CREA TED BY INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487. SURVEYOR'S NOTES I, ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 4243-2332813 DATED OCTOBER 08, 2014. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSUL TING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCTOBER 27, 2014. ALL SURVEY CONTROL IND/CA TED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER, 2014. 3. PROPERTY AREA = 177,682± SQUARE FEET (4.0790± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A LE/CA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA TION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIF/CATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROX/MA TE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HA VE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSUL TING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 7. SECTION 3-23-5 SUBDIVISION PER REF. 5. TITLE RESTRICTIONS: THIS SITE IS SUBJECT TO: I. CONDITIONS, NOTES EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF SURVEY RECORDED UNDER RECORDING NO. 8106169002. 2. CONDITIONS, NOTES EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF SURVEY RECORDED UNDER RECORDING NO. 20000908900007. 3. RESERVATIONS ANO EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY, RECORDED UNDER AUDITORS FILE NO. 342932. THIS IS NOT PLOTTABLE. 4. AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED V/./tJtk•REC;F/DING NO. 4934627. THIS IS NOT PLOTTABLE. 5. AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED UNDER RECQ/JD/NG NO. 6261949. 6. TERMS AND CONDITIONS OF INGRESS, EGRESS AND UTILITIES EASEMENT OVER ADJOINING f>ROPERTY,RECORDED UNDER RECORDING NO. 7609140487, ' . 7. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATIONS OF CONDITIOl:!,S, COVENANTS AND RESTRICTIONS REGARDING FORMATION OF A UTILITY LOCAL IMPROVEMENT DISTRICT", RECORDED UNDER RECORDING NO. 8402170372. THIS IS NOT PLOTTABLE. 8. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR TEMPORARY WATER SERVICE", RECORDED UNDER RECORDING NO. 8604040747. 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED HEREIN, RECORDED UNDER RECORDING NO. 20051201000097. 10. MEMORANDUM OF AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NO. 20050621002061. THIS IS NOT PLOTTABLE. 11. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF. RECORDED UNDER RECORDING NO. 20060808001642. 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. RECORDED UNDER RECORDING NO. 20060914001333. 13. EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN. RECORDED UNDER RECORDING NO. 20140306000025. REFERENCES: 1. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 8106169002, RECORDS OF KING COUNTY, WASHINGTON. 2. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 20000908900007. RECORDS OF KING COUNTY, WASHINGTON. 3. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 8106229014. 4. THE WINDSTONE DIVISION 4. SHORT PLAT. RECORDED IN VOL. 225 OF PLATS, PAGES 91-93. RECORDS OF KING COUNTY, WASHINGTON. 5. THE PLAT OF WINDSTONE DIVISION 5. RECORDED IN VOL. 262 OF PLATS, PAGE 55. RECORDS OF KING COUNTY, WASHINGTON. 6. THE PLAT OF STONE RIDGE, RECORDED IN VOL. 230 OF PLATS, PAGES 61-65. RECORDS OF KING COUNTY, WASHINGTON. 7. THE PLAT OF SUMMERWIND DIVISION NO. 5. RECORDED IN VOL. 154 OF PLATS, PAGES 68-74. RECORDS OF KING COUNTY, WASHINGTON. 8. KING COUNTY ROAD SURVEY FOR BANKSON NO. 72A. 9. KCSP NO. 778093, RECORDED UNDER RECODING NO. 7903290830, RECORDS OF KING COUNTY, WASHINGTON. 10. KCSP NO. 584163, RECORDED UNDER RECODING NO. 8709231179, RECORDS OF KING COUNTY, WASHINGTON. 11. KCSP NO, 584164, RECORDED UNDER RECODING NO. 8709231174, RECORDS OF KING COUNTY, WASHINGTON. 0 LEGEND: + ffi 0 • + D ¢ = C.O.R. VBF HBF 0 Q ---P--- ---w--- ---G--- ---T--- ---c--- -x---x- FOUND SECTION MONUMENT AS NOTED FOUND MONUMENT AS NOTED ROAD SIGNAGE MAIL BOX POWER METER POWER POLE JUNCTION BOX, SIZE VARIES LICHT POLE NO ARM GUY WIRE WATER METER WATER VALVE FIRE HYDRANT TYPE 1 CA TCH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY CITY OF RENTON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE OVERHEAD POWER UNDERGROUND POWER UNDERGROUND WATER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PAVEMENT FENCE GRAVEL CONCRETE VERTICAL DA TUM: NA VD 88, PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7'. IN MONUMENT CASE. ELEVATION = 467. 76 FEET. 2. CITY OF RENTON CONTROL POINT NO. 2097. NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN I. 7'. IN MONUMENT CASE. ELEVATION = 327. 71 FEET. BASIS OF BEARINGS: N1'25'28"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 NORTH GRAPHIC SCALE 25 50 100 1 INCH ~ 50 FT. NOTE FOR CERTIFICATION OF SURVEY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. ·~· .. ' ..._.__' -. ---~-.. .,...-" ---·-~-_;;;;;:;;;_ ____ _;=:._ _____________ ,.;;.....,... __ -r---,----,,-S-UR-VE-YE-D-, ------.-5-CA-L-E,-------,---------,-------------------,----------------------------------,,.,,,CA:,:ff,,.., -----1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH A VENUE, KIRKLAND, WA 98033 0 425.821.3063 F 425.827.2423 NO. REVISION BY DATE APPR SJS [)[SIGNED: MAJ Df<AWN: CEN CHECKED: MAJ APFROVED: MAJ Af'> NOTED I ONE IN_C_H __ I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL; NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept. MAERTINS RANCH PRELIMINARY PLAT TOPOGRAPHY MAP 11.19.2014 FIELDBOOK: PAGE: DRAWING NO: C2 SHEET: OF: 2 8 A-NNNNAA w 2 -,,: z r u w ---0 0 Cl:'. Q_ X X X X I X X X I u z <( 0:::: U) z f- 0:::: w <( 2 I I I I I I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OA,WA) / SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 £, W.M. I I: z ::, •d'c.w"ft'.. IJ[J. ' 2 I I I I I I . I 'L --_:_~ . .:.,;---__J r--"------, I I I >. I \1A!L I Bf)".E'.) I I I I I I I -f- l I I I I I I I I-;, ...... . I .. · .. I i~ : ~ I F~NC::.: b '.:'\. / I C.8'L CF PR:JF' :):.C:!i{L>: r----~l~- 1 \. \~'\ : \ \ .\ I \ I· I "'·~ \ ' ; / i if, ' ,, C. L' -," ----s;----~;,-------"';'"-----;:f J; >· .. ·. :1 1C,.":·. · . l · . ' .-· .. ·· . " , .: n_-.-- ./i ---, DEED NO rl 7207120398 Ii 1: / I I -4 I ' ...:j DEED NO. 6468344 MAERTINS RANCH -- - ?!'-/,., "L)·(_ ·; ;t(:F;, ,c ,j J '7 ;;,~, 'F,, ;.:;/ I --t--- 1 I I I I I I I I SURVEYED: SJS D.R. STRONG CONSUL TING ENGINEERS 1---+---------------------+---+---+---I DESIGNED: MAJ ENGINEERS PLANNERS SURVEYORS 620 1TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 DRAWN CEN CHECKED; 1---1--------------------t---1---11---1 MAJ BY DATE APPR NO. REVISION Af'PROVED: MAJ SCALE; AS NOTED ONE INCH AT FULL SCALE If NOf ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO I 988 HORIZONTAL: NAO 1983/1991 TREE RETENTION CALCULATIONS TOTAL TREES ON SURVEY: 208 OFFS/ IE TREES: 49 TOTAL TREES ON SITE: 159 DEAD, DISEASED OR DANGEROUS TREES: 8 TREES IN RIGHT-OF-WAY: 32 TREES IN PR/VA TE ACCESS EASEMENTS/TRACTS: 0 TREES IN CRITICAL AREAS AND BUFFERS: 0 NET TREES: 119 TREES TO BE RETAINED, REQUIRED: (119 X 0.3) -35. 7 TREES TO BE RETAINED, PROPOSED: 34 REQUIRED REPLACEMENT INCHES: 24 REPLACEMENT TREES WILL CONSIST OF MINIMUM 2.5" CALIPER TREES. SEE LANDSCAPE PLANS. TESC LEGEND ! \ CONSTRUCT/ON LIMITS & HIGH VISIBILITY PLASTIC CONSTRUCT/ON FENCE X/···. : j TREES TO BE REMOVED . .. ,,,,,..-.._ ,,...._ ( \ ( 1 • °\,\ TREES TO BE SAVED ! ) \. J " i) --L~,-~'" DEAD, DISEASED OR DANGEROUS TREES (PER ARBOR/ST REPDR T) MAERTINS RANCH PRELIMINARY PLAT NORTH GRAPHIC SCALE 0 25 50 100 1 INCH= 50 FT. DATE: 11.19.2014 FIELDBOOK: PAGE: CITY OF RENTON Planning/Eluilding/Public Works Dept. TR1~~f=~E\~~~tJD LAND CLEARING PLAN DRAWING NO: C3 \~0\/ 1 9 Z014 SHEET: Of: 3 8 DRS CPR0VE~¥ NO. 14103 PLANNING :)1V\'.:,:,JI A-NNNNAA w 2 <( z f-u w -, 0 0c'. Q_ X X X X I X X X I u z <( n::: (I) z f-n::: w <( 2 SE 1/4 W.M. SECTION 3, TOWNSHIP 23 N, RANGE 5 E, MAERTINS RANCH TREES FOR RETENTION TREES FOR RETENTION TREES WITHIN ROW TREE NO. SPECIES DBH DL RETAINED TREE NO. SPECIES DBH DL RETAINED TREE NO. SPECIES DBH OL RETAINED 1 DOUGLAS-FIR 10 10 5479 DOUGLAS-FIR 10 12 ·-·1-----------5419 DOUGLAS-FIR 8 10 2 DOUGLAS-FIR 12 10 f---=----+------------+----·+------+-----1 5480 DOUGLAS-FIR 72 14 5420 DOUGLAS-FIR 8 10 3 DOUGLAS-FIR 7 70 5484 DOUGLAS-FIR 12 10 4 DOUGLAS-FIR 7 10 5485 DOUGLAS-FIR 10 6 6 DOUGLAS-FIR 6 8 5486 DOUGLAS-FIR 16 12 7 DOUGLAS-FIR 7 8 5487 DOUGLAS-FIR 22 14 8 DOUGLAS-FIR 7 8 5490 DOUGLAS-FIR 8 6 ,------+--·-- 5491 DOUGLAS-FIR 12 10 9 DOUGLAS-FIR 6 8 10 DOUGLAS-FIR 7 12 5561 DOUGLAS-FIR 30 16 11 DOUGLAS-FIR 6 8 5562 DOUGLAS-FIR 30 20 12 DOUGLAS-FIR 6 6 13 DOUGLAS-FIR 7 6 5563 DOUGLAS-FIR 28 16 14 DOUGLAS-FIR 7 8 5566 DOUGLAS-FIR 22 16 15 DOUGLAS-FIR 7 10 5567 DOUGLAS-FIR 28 18 5079 DOUGLAS-FIR 10 8 YES 5568 DOUGLAS-FIR 12 14 5080 DOUGLAS-FIR 72 10 YES 5569 DOUGLAS-FIR 10 12 YES 5081 DOUGLAS-FIR 8 6 YES 5570 DOUGLAS-FIR 10 6 YES 5082 DOUGLAS-FIR 12 12 YES 5571 DOUGLAS-FIR 12 12 YES 5572 DOUGLAS-FIR 16 14 YES ----+-----+-----+-----, 5083 DOUGLAS-FIR 10 12 YES 5084 DOUGLAS-FIR 16 12 5573 DOUGLAS-FIR 8 6 YES 5085 DOUGLAS-FIR 16 14 5574 DOUGLAS-FIR 12 14 YES 5086 DOUGLAS-FIR 12 14 5575 DOUGLAS-FIR 10 8 YES 5088 DOUGLAS-FIR 16 14 5576 DOUGLAS-FIR 12 10 YES 5577 DOUGLAS-FIR 8 8 YES 1-----r-----------,-----1----------5098 DOUGLAS-FIR 22 16 5099 DOUGLAS-FIR 54 20 5578 DOUGLAS-FIR 10 12 YES 5100 DOUGLAS-FIR 30 16 YES 5581 WESTERN RED-CEDAR 38 16 YES 5108 DOUGLAS-FIR 30 18 5583 WESTERN RED-CEDAR 14 10 YES 5109 DOUGLAS-FIR 24 16 5586 DOUGLAS-FIR 16 14 5110 DOUGLAS-FIR 36 18 5615 DOUGLAS-FIR 8 10 YES 5111 DOUGLAS-FIR 26 16 5616 INCENSE CEDAR 10, 12 8 5112 DOUGLAS-FIR 34 18 5617 DOUGLAS-FIR 14 16 5160 DOUGLAS-FIR 30 18 5618 DOUGLAS-FIR 16 14 5162 DOUGLAS-FIR 30 16 5619 INCENSE CEDAR 16 10 5163 DOUGLAS-FIR 40 20 5620 DOUGLAS-FIR 14 14 5622 DOUGLAS-FIR 36 20 l-----+----------->-----,------------5191 DOUGLAS-FIR 8 10 YES 5192 DOUGLAS-FIR 10 10 YES 5655 DOUGLAS-FIR 36 18 -->--------t------i 5194 DOUGLAS-FIR 10 10 YES 5656 DOUGLAS-FIR 20 14 5657 DOUGLAS-FIR 28 16 5422 DOUGLAS-FIR 14 16 --+----·1------l 5423 DOUGLAS-FIR 10 12 5709 DOUGLAS-FIR 42 20 --,-----------,------ 5429 DOUGLAS-FIR 8 .... 10 5738 DOUGLAS-FIR 18 16 5421 DOUGLAS-FIR 14 16 5424 DOUGLAS-FIR 10 12 5425 DOUGLAS-FIR 8 10 5426 DOUGLAS-FIR 8 10 5427 DOUGLAS-FIR 8 10 5428 DOUGLAS-FIR · 10 12 5446 DOUGLAS-FIR 26 16 5449** DOUGLAS-FIR 26 16 5450 DOUGLAS-FIR 22 14 5451 DOUGLAS-FIR 18, 18 14 5564 DOUGLAS-FIR 36 20 5565 DOUGLAS-FIR 36 25 5623 DOUGLAS-FIR 8 10 5624 DOUGLAS-FIR 8 10 5625 DOUGLAS-FIR 12 14 5626 DOUGLAS-FIR 14 14 5627 DOUGLAS-FIR 14 14 5628 DOUGLAS-FIR 14 14 5630 DOUGLAS-FIR 24 16 5672 WESTERN RED-CEDAR 10 10 YES 5673 WESTERN RED-CEDAR 8 10 YES 5674 WESTERN RED-CEDAR 12 10 YES l-------+-- 5728 DOUGLAS-FIR 12 14 --·--t------1-----1------l 6081 DOUGLAS-FIR 28 18 5672A WESTERN RED-CEDAR 7 10 5 DOUGLAS-FIR 6 8 6111 DOUGLAS-FIR 7 6 6112 DOUGLAS-FIR 6 6 6113 * DOUGLAS-FIR 5 6114 DOUGLAS-FIR 6 6 * NOTE: TREE WAS FOUND TO HA ,1: DBH < 6" PER THE ARBOR/ST REPORT AND CONSIDERED NOT SIGNIFICANT. '* NOTE: TREE IS ALSO DEAD, DISEASED, OR DANGEROUS PER THE ARBOR/ST REPORT. YES l------+-----------+----·-+-----·J----·-5739 DOUGLAS-FIR 20 16 ~, Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 5430 DOUGLAS-FIR 10 12 5740 DOUGLAS-FIR 46 20 5431 DOUGLAS-FIR 10 12 --+-----1------l 5741 DOUGLAS-FIR 10 14 , 5432 DOUGLAS-FIR 8 10 5433 DOUGLAS-FIR 14 12 5434 DOUGLAS-FIR 10 12 5439 DOUGLAS-FIR 8 8 5447 DOUGLAS-FIR 32 16 5448 DOUGLAS-FIR 32 18 5455 DOUGLAS-FIR 10 12 5456 DOUGLAS-FIR 14 12 5457 DOUGLAS-FIR 26 16 5458 DOUGLAS-FIR 12 10 5468 DOUGLAS-FIR 7 0 14 5469 DOUGLAS-FIR 8 12 5472 WESTERN HEMLOCK 20 12 5473 DOUGLAS-FIR 28 16 5474 DOUGLAS-FIR 12 14 5475 DOUGLAS-FIR 22 14 5476 DOUGLAS-FIR 26 18 5477 DOUGLAS-FIR 30 18 5478 DOUGLAS-FIR 28 18 , __ HOLDINGS LLC - 1-----r-----------+-----1-----+----~ 5811 DOUGLAS-FIR 14 16 YES f--------+------------+----+------1-- 5812 DOUGLAS-FIR 10 14 YES 5813 DOUGLAS-FIR 18 76 YES 5814 DOUGLAS-FIR 8 6 YES 5815 DOUGLAS-FIR 1 D 14 YES 5816 DOUGLAS-FIR 10 14 YES 5817 SWEETGUM 12 ID 5818 DOUGLAS-FIR 12 14 6082 MADRON£ 8 7 YES 6084 DOUGLAS-FIR 6 6 YES 6092 DOUGLAS-FIR 8 6 6096 DOUGLAS-FIR 7 0 6 6098 DOUGLAS-FIR 6 6 6100 DOUGLAS-FIR 6 8 6101 DOUGLAS-FIR 6 10 6105 DOUGLAS-FIR 14 14 SURVEYED: SJS D.R. STRONG CONSUL TING ENGINEERS 1----1-----------------------+---l,---+----I DESIGNED: MAJ ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 0425.827.3063 F 425.827.2423 DRAWN: CEN CHECKED, 1---11-------------------1---11---11----t MAJ BY DATE APPR NO. REVISION APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCM.E IF NOT ONE INCH SCAf.E ACCORDINGLY VERTICAL: N,',.VD 1988 HORIZONTAL: NAD 1983/1991 DATUM DEAD & DISEASED TREES TREE NO. SPECIES DBH DL 5161 DOUGLAS-FIR 10 0 5481 RED ALDER 10 10 5579 RED ALDER 10 14 5580 DOUGLAS-FIR 10 12 5582' DOUGLAS-FIR 5 8 5621* WALNUT 4 12 6102 MADRON£ 8 14 6103 MADRON£ 12 6 * NOTE: TREES WERE FOUND TO HAVE OBH < 6" PER THE ARBOR/ST REPORT AND CONSIDERED NOT SIGNIFICANT. TREE NO. 5041 5069 5070 5071 5072 5073 5074 5443'* 5471 5482 5483 5488 5489 5584 5585 5659 5660 5661 5662 5663 5664 , 5665 5737 5870 .• 6086 6087** - .. ., OFFS/TE TREES SPECIES DBH GINKGO 6 DOUGLAS-FIR 16 DOUGLAS-FIR 14 DOUGLAS-FIR 10 DOUGLAS-FIR 10 DOUGLAS-FIR 10 DOUGLAS-FIR 26 PACIFIC MADRON£ 10 DOUGLAS-FIR 10 DOUGLAS-FIR 8 PACIFIC MADRON£ 8 DOUGLAS-FIR 10 DOUGLAS-FIR 16 DOUGLAS-FIR 10 DOUGLAS-FIR 14 DOUGLAS-FIR 24 DOUGLAS-FIR 24 DOUGLAS-FIR 10 DOUGLAS-FIR 12 DOUGLAS-FIR 8 DOUGLAS-FIR 12 DOUGLAS-FIR 12 DOUGLAS-FIR 18 WESTERN RED-CEDAR 12,20 DOUGLAS-FIR 14.14 MADRON£ 8 OOUGLAS-FIR 14 MADRON£ 10, 10 6088 DOUGLAS-FIR 9 6089 DOUGLAS-FIR 8 6090 DOUGLAS-FIR 6 6091 • DOUGLAS-FIR 6 6093 DOUGLAS-FIR 6 6094** MADRON£ 10 · 6095** MADRON£ 8 5916* DOUGLAS-FIR 14 5917• DOUGLAS-FIR 12 5918 * DOUGLAS-FIR 10 5919• DOUGLAS-FIR 6 5920* DOUGLAS-FIR 6 5921 * DOUGLAS-FIR 8 5922* DOUGLAS-FIR 8 DL 4 12 12 72 12 12 16 8 10 6 10 14 74 76 16 16 12 12 6 10 . 10 14 14 16 6 12 8 10 86 8 10 6 12 6 5923* DOUGLAS-FIR 8 1-----1-··-----------t-----i------J 5924* DOUGLAS-FIR 6 5925* DOUGLAS-FIR 8 5930* DOUGLAS-FIR 10 5789* DOUGLAS-FIR 10 5790* DOUGLAS-FIR 14 5791 • DOUGLAS-FIR 16 * NOTE: TREES IN OFFS/TE WATER EASEMENT AND DR/PLINE INFORMATION NOT PROVIDED. ** NO TE: TREE IS ALSO DEAD, DI SEA SEO, OR DANGEROUS PER THE ARBOR/ST REPORT. DEAD & DISEASED TREES NOTE SEE ARBOR/ST REPORT, DATED NOVEMBER 12, 2014, BY GREENFOREST INCORPORA TEO FOR INFORMATION ON DEAD, DISEASED, OR DANGEROUS TREES. TREE TABLE NOTE 1. DBH = DIAMETER BREAST HEIGHT IN INCHES 2. DL = DR/PLINE RADIUS IN FEET CITY OF RENTON Planning/Building/Public Works Dept. , • ,L---c -•. , ,.c MAERTINS RANCH PRELl~lNARY PLAT Rt.C~E\\/tr.Rl:E TABLE \'\O~ l \l 'I.Ill~ ....... "1--1t'!N DR$1~BR0JE:Ct'1 NO. 14103 DATE: 11.19.2014 FIELD800K: PACE: DRAWING NO: C4 SHEEf: OF: 4 B A-NNNNAA w 2 <( z f- (_) w --, 0 O'.'. o_ X X X X I X X X I u z <( 0:::: (/) z I- 0:::: w <( 2 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) / / SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M. "" 2 7--, I I I I 8,050 S.F. I I I iFdCl:· I'.:\ XL ff f:. · ~\C'~ :S lLC'H. X n ,'J'e::. !F fl!I ,)fl ·:n:<-JFN MAERTINS RANCH } ' " ,, ' \/ I I • 9 'l)'l-l(.,\· \ ··1. m;:gzt;;~i,J 1 l ' L -~ --~"">.t-.,_, ,J ,.-- 1 ::\ I • I I I I I L --------'""'''"'•& '"'' ' \ -\ -; "S"':-iur-y ·- \ I 10 ', I I I /0, 76$ S.F. ', I ,1 , J , ~'--~~--~- i r--,---"-- ,1 I . ' I ! /9 70,073 S.F.' 8 • 9,982 S.r. / I ,, ' ' 7-. 9,982 S.F. ~ -~ ~ ~1'/ DEED NO. 7207120398 DEED NO 6468344 Ii !/ / : I . -j ,. i·LN;:;L IS C.-+'W. OF ii' e::nrsTn! ?::;;·;; SURVEYED: SJS D.R. STRONG CONSUL TING ENGINEERS f---+---------------------f----,f---+----f DESIGNED· M.A.J ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0 425.821.3063 F 425.821.2423 OR.'1.WN; CEN CHECKED: 1---1-----------------~f---+--+---1 M.A.J M.A.J 1---------BY DATE APPR NO. REVISION APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL; NAVO 1968 HORIZONTAL: NAO \983/199\ CITY OF RENTON Planning/Building/Public Works Dept. PRELIMINARY SITE VOLUME CALCULATIONS CUT VOLUME {CU. YDS.) 7,614 FILL VOLUME {CU. YDS.) 8,418 NET VOLUME (CU, YDS.) 804 FILL 'THESE VOLUME CALCULA noNS ARE APPROX/MA TE. CONTRACTOR SHOULD USE THEIR OWN CALCULATIONS FOR CONSTRUCTION PURPOSES. '*INCLUDES VAULT EXCAVATION GENERAL NOTES SITE AREA: AREA OF WORK: 177,683 S.F. (4.079 ACRES) 177,683 S.F. (4.079 ACRES) 1. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED DROP OFF SITE. 2. FILL NEEDED IN EXCESS OF ONSITE SOIL SHALL BE IMPORTED FROM AN APPROVED SOURCE AND SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. NORTH 0 MAERTINS RANCH PRELIMINARY PLAT CON~E.PTUb~JOADS AND GRADING PLAN r(•--\,.lk,· \ix·· , ' · \~ 1-iG'l \ 11) lll GRAPHIC SCALE 25 50 100 1 INCH = 50 FT . DATE: 11.19.2014 FIELDBOOK: PAGE: DRAWING NO: C5 SHEET: OF: 5 8 A-NNNNAA 'j I ' w 2 <{ z f- 0 w ----, 0 Q'. Q_ X X X X I X X X I () z <( 0::: (/) z I- 0::: w <( L Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) I I / / '--.__ ____ J ;;·,:;t.1·:n c:;L~tVntrz-1iifri\-:·::_.,-: ... ,-.-,.-,HT-,, --:,- ,wr 1 ;;; .... 1 /2" 2n;1:S:fY,7{~f,-ftiJ''·'ftfS\i,ct::i:t,!";0±,i:'.i"' _______ 1_1,r_n, ,_· _"A+'f'-}:::~L:.:::.\iS'.~w-~1:'.1\0 " ~tt::;::::::·::::,,J,,,; f NE., 16Tff ST .. ! ' """'"""~~,.,==.1-"' " ' ' ' • ,/ I,' '' ~--. /. -. ----L......-~-:,-,,, .. , ··- / ',,,.1 .. ,' 1· . . . ,.,,..--.. . ---'rrf~===,:::::;~ • i<i,'-L7'!.'7 1 _,:;~-~W / G""c:JvC(; tr; ~ L! .,.,,."-"'' 0 J' L i' i)-j,\ !Pi C I ~~J~ """ ;.11:1.11;;: I _\_ T I I __l. \ \ -~ \ ~) I ·,A ,\ :1, fl""7~-----'':::2 -+-:-41 ·l"'i•· j •,,,, ~~. ~! ' ,.,,.J .: :.:>in: ::; 1. 'L or r 1·<:R>:::; 0S:V '.:F i( f"EflCE :j /::, (A; if D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 NO. SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, MAERTINS RANCH W.M. ' ' ' ' 1 D'!0i?F ·, \ \ \ \ \ 10 .2·,1, ' -.-L ) ,"9 ' q,a:· ,r / rl j I ·- _I I ''*"I . DEED NO. 7207120398 J / ' REVISION ' ' ' 8 . . 7\ '.>Rls.l~I fff:. : \ DEED NO. 6468344 ' 1 D :r ' ' ' ' \ I I / F:)J\';(-'. iS /.1 'r,· CF ,:,,{[].-' C;(ifif BY DATE APPR SURVEYED: SJS DESIGNED: MAJ DRAWN: CEN CHECKED: MAJ APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO 1988 HORIZONTP.L: NAD 1983/199\ STAGE STAGE LIVE STORAGE VOLUME I CF/ STORM EL. REOU/REO PROVJD•D <S-BUILT TOTAL 454.00 50288 52920 100 YEAR 454. 19 51350 54 037 25 YEAR 4-..u.. I 1· 50398 53038 10 YEAR 453.94 49 U">O 5?567 2 YEAR 449.85 ,:r,087 -~x t:.?R ~-ot.=TENTION SUMMARY SHEET WATER. QUALITY NOTE: STORMFILTER TO BE PROVIDED TO ACCOMMODATE WA 7ER QUALITY REQUIREMENTS. CITY OF RENTrJN Planning/Building/Public Works Dept MAERTINS RANCH PRELIMINARY PLAT DRAINAGE CONTROL PLAN --~--•r:.r·--1 f.,\:· ('·· s-i \/ L. L, J .-1--~ t ,_- .~.,, 1 I\ 7.ll\~ NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. DATE: 11.19.2014 FIELD BOOK: PAGE: DRAWING NO: C6 SHEET: OF: 6 8 A-NNNNAA h "' Q ii' 2 " " " " a ~ '" s "' ' " '" C, ;; "' el e'. '.:!- ! " a " ii; " "' .s ' ' ! 'J_ " C, ~ -;;. .. a '.:'- de w "' ~ z w ~ C: w 2 <( z f- 0 w , 0 Q:' Q_ X X X X I X X X ::r:: u z <( et:: (/) z f- et:: w <( 2 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) / / / " '.d'xiLC.\ii'.:•il Wlfl1 f>\..lii)HED :?" TV.:,;,;) [c'I L'.'.li,.JLF:nr 12"(.''{1 12"(;flf) ,. T I I ' D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 820 7TH AVENUE, KIRKLAND, WA 98033 0 425.821. 3063 F 425.827.2423 fT.ti :_;[. 1', · o. :/?/, oc: !{ t:· Kt ;,:; 0 2·:· -'.Ji' P NO. L ', ' ,, j: • rl , I I , . I ~+ ; / \ \ \ / I ' 10 /9 ... is, 8 ,Y~A!H ;"';;::! I) ,.u•r,<6 ~/,I ) ' +fr:Ac--'.l,-·-· ·_·· $~ ;~ ,;, '""'' .,. ' Gr\1£-· .,, { I•. JCJC .' I P-- DEED NO. 7207120398 REVISION DEED NO. 6468344 -·---SURVEYED: SJS DESIGNED: MAJ DRAWN: CEN CHECKED: MAJ BY DATE APPR l>PPROVEO; MAJ 5 £, W.M. :01\,"-' ·,.:12.2:c_ :;!";Ti ,dS! t·:i'U)fl~s.j ~."J SCALE: AS NOTED ONE INCH AT FIJll SC/>.LE IF NOT ONE INCH SC/>.LE ACCORDINGLY VERTICAL: NAl/0 1988 HORIZONTAL: NAD 1983/1991 LEGEND .. TYPE 1 CATCH BASIN "· TYPE 2 CATCH BASIN ~ SEWER MANHOLE t WATER Tff ~ FIRE HYDRANT ~ WATER METER ~ GATE VALVE l WATER BEND ·~ CITY OF ..u RENTON Planning/Building/Public Works Dept. f<E(:::\\!Fl) NORTH '·i.1 GRAPHIC SCALE NO'i l '.l 2u ,, o 25 50 100 MAERTINS RANCH PRELIMINARY PLAT GENERALIZED UTILITIES PLAN 1 INCH= 50 FT. DATE; 11.19.2014 flELDElOOK; PAGE: DRAWING NO: C7 SHEET: OF; 7 8 DRS PROJECT NO. 14103 A-NNNNAA ' L '!i ' ' I j,: ----------- w ::;c <( z f-- 0 w ---:, 0 O". o_ ·c.-.', X X X X I X X X I u z <( 0::: (/) z I- 0::: w <( 2 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) L.P. ELEV = 466. 76 l.P. STA = 10+44.13 PVI STA = 10+50.15 PVI ELE:V = 466.55 A.D. = 6.68 --480 ------------K=--4.-49 30.00' VC SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, MAERTINS RANCH W.M. H. P. ELEV= 475.00 H. P. STA = 12+71.86 PVI STA = 12+39.47 PVI ELE:V = 475.41 A.O. = -5.68 K = 17.61 100.00' VC .-------------- " ... Qj Ol -j. ~ ....... -:~ ! ai i:!: ... ' --------- "· ... o; Q 1 l.P. £LEV = 473.56 L.P. STA = 14+39.47 PVI STA = 14+39. 47 PVI ELE:V = 473.41 A.D. = 2.00 " t<j " ... K = 3000 60.00' vc ----------- ill l<i IQ 11 r;j C) N' 9:::: ( :,... ---------------,-----------Ol !l:: cl i,;-------,------------- ..; ;ii i ~ d J;b p ~ -~ i .... I ~ d ~ ! ------480 --, R1 W . _.,. NO. --f-----5£ '"'~", Vl'I ,e-ro ....... ,, .. 1 RD ~ ----------------------i ~ ~ I :.t::J~::::::it::::;;;=--,+.;.;;~;.;;.;.;21:.:.:==:::::.Q~t==:=.:J:::=:~E=:=~~s:2==~===:::1w--[-;--:;--;_;-;.,-.:.:--.:.:--~--f-:,;-:,;-,;;-.;,;;;,;,;,--~-;.--::""'f-::~::::·~C:i -~ ~ i ·-··---~ I ! ~ I ~--r----__________ --_-,.-/----'.--~ ' ' ---7 ::~~ ------!'--_, ___ -----_-/------,..-" !,-/--.-•-~,ce-·,_-_--__ -_,,,,_,; ::-: :::·: ccc••••'"---,,,,-,, _____ .-,r:oo'll----i --~-,_-_-_------------;,-----__ -__ -__ ---_--_-__ --__ -__ -_ -___ ----,r--------_-_--___ ---_--_-____ --_-------------------,"'---------------------,---------------------, i • I lri .., ::i ;. ~ ~ ~ d ~ -. . . - ~ I l ! : d .-; ---~ -~ -:---· /-__ .---': h~ ~ ! ·-' -: --------------------;-------------. -~';"""~:.='""" ,.-.; ~.J./!l.::""--"'!..._,--s.l,i..,..,,,.-~~I~ ------------------------------------!---, ! -------------------------------------------------------r----------------------·--\-----\-1-d~;------------------+-------470¥, ___ _ -------------------------- ! I ~ :8 "" ;\' ~ 10+00 5' CEMENT CONCRETE SIDEWALK j ' ''""' .,,,,, ,--------------------------+ ---, -----------------------------------------------·------------+------------------------1•----------------------+-------------------------!-------------------,,................ ··--· ........ / ' ~ i::,\.-_::::::c -! 1 i ~~ l~~ C) <o ,_ "' ;j: ~ ;j: ~ 1o+40 " '" -- ": ~ "' 0, "' Qj t>j "! ;j: ~ "" 'Sf-... 11+20 13' LANE ~ .02 FT./FT- 3• WAY, 4' COMPACTED DEPTH CLASS B ASPHALT CONCRETE 8" CRUSHED ROCK: (f/2" MINUS\CRUSHED SURFACING BASE COURSE) ! 12+00 12+80 53' R_O_ W. 26" PAVEMENT WIDTH I /3' LANE ROAD "A" STA. 10+00.00 TO 16+55.87 NTS i ---,- i ROAD A 1:J+60 14+40 SURVEYED: I l i i i I i I l.r) c:i lf) ~ "' " 'j-... 15+20 16+00 25'-30.5' 8" SANITARY SEWER MAIN~ 4" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 8" CRUSHED ROCK (1f' M!NUS/CURSHED ROCK SURFACING BASE COURSE) SCALE: SJS AS NOTED l---+----------------------f-----t.---'f-----1 DESIGNED: MAJ ' -----------------' ... ., ...... ,,, ....... , __ -- . "' ;;: " <o ,-"' "' Lrj ~ ,, R ~ r:: r-.: "" " <o 'j-... 'Sf-'l-'j-'1-'Sf- 16+80 17+60 18+40 5' 25'-27_75' R_o_w. HALF WIDTH "--------------~ 25' ROW ±77.5' DEDICAnON VARIES 8' PLANTER 5' CEMENT 6" t-------+->----'c'"o"'N°'CaaR"'E""TEic----1 --MIN. SIDEWALK .02ri:/Fr. TYP_ 02 FT./FT. .. ';::·:,: ·::v>>'>-"/~ .~-.. ···;;;\;; ·;~:; '.~ J//// »>)>,.>')>,.>°)>/-'?',Z~~~~ } '\ -/ - -'' -<\ ,,i ,~>:y> VERTICAL CEMENT CONCRETE SUBGRADE SLOPE CURB & GUTTER 0.02 FT/FT GR/NO AND OVERLAY AS NECESSARY TD OBTAIN 2% CROSS SLOPE SOUTH HALF NE 16TH ST NTS CATCH BASIN & STORM SEWERS SEE PLAN VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/1991 i 'j- C(j <o '<j- MAERTINS RANCH PRELIMINARY PLAT 0 GRAPHIC SCALE 20 40 1 INCH = 40 FT. HORIZONTAL 2_5 5 1 INCH= 5 FT_ VERTICAL 80 10 DATE, 11.19.2014 FIELD BOOK: PAGE D.R. STRONG CONSUL TING ENGINEERS DRAWN. CEN ONE INCH CITY OF RENTON ROAD PROFILE AND CROSS SECTION DETAIL DRAWING NO: ENGINEERS PLANNERS SURVEYORS 620 TTH AVENUE, KIRKLAND, WA 98033 0 425_827.3063 F 425-827.2423 CHECKED: 1---11-------------------1---11---11---1 MAJ MAJ BY DATE APPR NO_ REVISIO~I APPROVED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept CS SHEET: OF, 8 8 DRS PROJECT NO. 14103 A-NNNNAA ' 1u J> I ;;u Cl I Tl ' z () - 0 C):J (0 ,--,_) I i ' ' ' ' ' .. '' .: . 4 ".- ' ' . . . ' I ., i I I - C) (JI u NJ> C,I 7J C) , J Ul 1'1 I- --~ I I N-- I/ " r /· _L. / ---~ '] J> U I :::0 . () ,Tl ' () (Jj l~,i f,.) "l> (J-1 ,.jj CJ c, U1 ,,-1 I ,- (_[) / l'-.l ( J'j () ex; ..•.. --' •• 0 • ... ' V / / / c=:t __ ,, (_.,JI Q r--. ,_) _, L / -I __ I I I / 7 / ' ' ---- \ NO I '? c: '1 r)", \ -,_) / r ' ---L __ / \ ' ~,l- I I I I -__ j I ------------I I -f_ fr ----------<------' -----9---i --- ------------ 1, I I ----- ' .__) ,_J ---. \ ·-... __ _____ , ·:;:· ....... _ ··------ \ '··-- \ ;' --~--(_ ..._....._ ... /;:--~-/~ ---..... ........_ "' -=rt- ···---- ~ --I I \I, ' \ 11 I '/f . ' - I / L\. C) --:\J r1·· 'I " ·; c::-) , -1 C' " E 0 20 40 . 80 if) :z 6 OE if) > w O::'. o" u c;3 0 w '.;( 0 0 z f'.-J' -)i ; '--\ -<~~w~--- \~if'"\ ~\ o ~~/',, ~,1Ji , a->•\RiB~ . ,'>--\\S 3 " 8 ';; __ ,I_),•'"'\ i's -~.' ~ f-\J\ '"-~ \-£ fr /'3 5\ '-' ~ -~ij."'j 1 i ~~ ~-;~ i ~"'Zz~,-,, '~ ~ ..--r-,,---'f!. <5 " ., '0....i r." _£ " \ ----' 1cE @ ") ~ ~,~~~-!I ',,------;\--*"''--'E -_ ---_;; ~~v /}i-:c_:; "1 c'c-yr·· 71 -~ \! //f)jC:, \ \ _-,~1?- ~'i_:__ ~tr:~~~'=~re,: --T I\U\/ l !-l 2014 '\JTON .'iSlON JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 11.16.14 SCALE: AS SHOWN JURISDICTION: RENTON 5Hfff I of 2 __,. __,. ,~~:,:( -_.,,,,,---------~-- " ";/, " " "I• • I • I C /' C ·// .T' . i /\ ~ tytl ! ·-.....:1 '" "J ---,--'J Cfi( Cf• -t .. ,,:::f 1 1, ir ii ii q " ,, I" : Ii I• ii ii @) @) @ PlANf 5CHf DUlf for ANICA!, NAMr COMMON NAMr 51Zr QUANflfY Pt:MARK5 Macinolia cirand1nora 'V1ctor1a'** t:vercireen Macinolia ~;;;;;:,;j;i,..__ Cupre55ocypari5 leylandi ~eyland Cypre55 2.0 11 cal* 8'-10' ht 28 18 full and Makhinci full and Makhinci @ @- Q ®- (§) @- @) I@-- ®-- *-Note: Cal lper 15 mea5ured 6 11 above finl5h cirade **24 replacement lnche5 reciulred, 28 2.7 11 calipertree5,,, 10 replacement lnche5 provided 5HRUB5 Phododendrct1 'hiah Kru5chke' *-Rhodie 2 cial 7 full and Matchlnci CareK 1:e5tacea* Orancie 5edcie 2 cial 49 full and Makhlnci Pennl5etum alop, tittle funny'* t7warf ft C1ra55 2 cial 8 full and Makhinci Vacc lnium ovatum*-t: vercireen Huckleberry 2 cial 1:5 full and Makhlnci ~avandula 5p,*-~avender 2 cial ?7 full and Makhinci Nandina dome5tica 'fire Power'*-Heavenly famboo 2 cial 25 full and Makhlnci Ci5W5 hybridu5* Pockro5e 2 cial 26 full and Makhinci Hel idotrichct1 5emperviren5* flue Oat C1ra55 2 cial :54 full and Makhlnci Myrica californica* Pacific Wat Mwtle 2 cial B full and Makhinci ruonymu5 5p, 'C1old Spot'* t:uonymus 7 cial 6 full and Makhinci Mi5canthu5 5lnen515*' Maiden Grass 7 cial 61 full and Makhinci 1nuJa occldentall5 '5marcid'* l':merald ureen Arborvitae 6'-1'ht 40 full and Makhinci liROUND COVl::R Pubu5 parv1noru5 framble I ciallct1, plant :56 11 o,c, full and Makhinci IRRll1A1tD lAWN 4 11 -6 11 Dl::PfH ARBORl5f WOOD CHIPS f aper chip5 down to ba5e of tree5 and 5hrub5. t7o not cover trunK5 with wood chip5 /7"'s--PRUNE DISEASED AND BROKEN BRANCHES .,...-,;t;;~REMOVE TOP 1/3 OF BURLAP 2" SffiLED DEPTH OF SPECIFIED MULCH FERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY 7'-'---1--FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH SHRUB PLANTING DETAIL NOT TO SCALE SPECIFIED TREE STAKE(S)--~, INSTALL "TREE BOOT" OR \, "ARBORGARD" IN LAWN AREAS. l'------CHAIN LOK TIE (2) PLANT TREE 1 "-2"" HIGHER THAN IN NURSERY WATERING BASIN--~ UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR ~-REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SITTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SCARIFY PLANTING PIT SIDES AND BOITOM ff!/f-H--6" DEEP, FIRM, NATIVE SOIL MOUND IN HEAVY SOILS, AUGER 8"x6' DEEP D HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL f- I 0 w I w w 0-: f- FINISH GRADE ~ 16" MIN. NOT TO SCALE .,-------PRUNE DISEASED AND BROKEN BRANCHES _,------CHAIN LOK TIE (2) .,-----SPECIFIED TREE STAKE(S) 1~ ......... ,, ~--REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP ·~---WATERING BASIN .,~--NATIVE SOIL BACKFILL --SCARIFY PIT SIDES AND BOTIOM 2x ROOTBALL WIDTH CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE LANt75CAPr NOfr::5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS, 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6" OF SOIL . SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATIER, B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR APPROVED MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, lYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALIJY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRIITEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. LAWN IS PROPOSED FOR ALL LANDSCAPE STRIPS. LAWN IS TO RECEIVE SUPPLEMENTAL IRRIGATION. NORTrlffi 0 20 40 80 1/) z Zo 0 ti: 1/) a:' >~ Wo De:: w ti' 0 0 z N'JV 1 9 ZG\1\ JOB NUMBER: . .. ,-,.,,.,M ' ' \.,,.J .I?. iC)N DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 11.16.14 SCALE: AS SHOWN JURISDICTION: RENTON l--2 5Hr:r:f 2 of 2 ' w 2 <( z f- 0 w -:, 0 er Q_ X X X X I X X X I u z <( 0:::: (/) z I- 0:::: w <( 2 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1 /4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M. MAERTINS RANCH -...... -........................ KING COUNTY --------------------CITY ol'7?tt7'tciir-----------------.... ------------------ ),.1-----l --~r?i ~1---1---., l) r- r- d 17i ),. -- s:: '-i !;2 6'\ =ti s:: -, !;2 A ~, ,--h1 =ti ~ ;,, ~E I 6 TH S ri,:: __ :::_::_'\:---::::::::,-----"-'=L_ _ __j~- i-----i ~ (------,-_.__ _ _, () --~ C) (-_l _ __,----j :r: g t--r--.-----1~ s:: ),. Hi t-----r""'~,.-,-----"--, t--'-----j'------1 ~ I ' • ' ' _,,' - ' . ' ,_._ ' ' ' ' '~ • -' -1. ' 0, I =i! I ;,, • kl PRO '£CT SITE PROP ED PLAT OF MAER NS RANCH Ql2S -,,< -<:0 ' C),() ~:a ::0 ,c:: ['ll< <•'"-, ~·, C)' ,d t=------L-L ____ --\J---0J..LQ[.B_ENTON KING COUN"r'V"--------------------- D.R. STRONG CONSUL TING ENGINEERS SE 112TH PL -;---~---+---I~ 3! --------~),. i-------,-~-,--~i----r--.--...----.-1---------- Hi kl " SURVEYED: SJS 1------,1--------------------1------,l-----ll----l OESIGNED: MAJ DRAWN: CEN ' ~ ' ' ' I ' ' ' ' ' ' ' < "" ,,, ),. h1 ~ : ~ t---- ' ' ' ' r---f-;,j, '-i : ,, •~-----''-------------------...... : --ls. Cl) ~~'----' ;i! SE 113TH ST ),. Hi kl SCALE: AS NOTED ONE INCH SE 112TH ST - SE 113TH ST I VERTICAL; NAVO 1908 HORIZONfAL: NflD \983/1991 m CITY OF RENTON ENGINEERS PLANNERS SURVEYORS CHECKED: -------------------------------MAJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. 6201TH AVENUE, KIRKLAND, WA 98033 0 425.821.3063 F 425.821.2423 NO. REVISION BY DATE APPR APPROVED: MAJ NOTE: FEATURES SHOWN ON THIS MAP ARE DRAWN APPROX/MA TELY USING KING COUNTY IMAP AND CITY OF RENTON MAPPING APPL/CATION. MAERTINS RANCH PRELIMINARY PLAT NEIGHBORHOOD DETAIL MAP NORTH GRAPHIC SCALE 100 200 400 1 INCH • 200 FT. DATE: 11.19.2014 FIELD BOOK: PAGE: DRAWING NO: N1 SHEET: OF: 1 1 DRS PROJECT NO. 14103 A-NNNNAA