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Home My WebLink AboutLarge Format.2Eqi2L C.z Fvro cor Lanss�s F[CiRE:C:k.4.13 T'YPICALGFUNTL-FUMMDISPERSION.,RENienFOR B.ASIC"DISPERSION' p A.ad.;.ab'taD o:°''' evef,outet X.. . 14 B 61min q{idq b9�sA Ada ~ 4 Derr Pipe. 18'; min Iva a�n �q vtq'Qpo R.__, j4v-Yt"itiasfiedrotik IOaa.O f �r Ct :3 aC qQ I+--- 29' min" TRENCH X-SECTION NTS dope -* small catch Damn w,0 Ora€n OF 0 LF GRAVEL FILLED DISPERSION {oo sq. ft_ Simgrel({-f°°itre"�f. RENCH PER DETAILS THIS SHEET Type'IC6 TRENCH TO BE SET FOR UNFORM SLOPE 5700 sq, it c TO VEGETATED FLOWPATH ,- 25 Foaf.l+regef�ted;, ' Ffowltatii Segment,` Maximum 50-foot,trench wlnotch l board (see Figure C.2.41), p. C-321 r PLAN VIEW OF ROOF � WOOD FENCE Ir NTS . - - - - - - - N. LN., - TRACT 58 PER -VOL. 9, PG. 27 --N8831'17"W-----------= 1 I I SLOPE D/W TO DRAIN 1 TO YARD DRAIN TYP I 1 BOTH LOTS �I I 4 ADS FROM DOWNSPOUTS AND DRIVEWAY YARD DRAIN WITH I CLEANOUTS AT TEES AND BENDS �I r TYPICAL FOR LOTS 1 & 3 BOTTOM OF CONC. RET .�.s..m.. 0, _ I _ ON I�I;F'L'RY L!I 1E e,�r70CA 2C�;4S�+ceNarerTSxi�RInmt.i-4pp:n3ieC""""- I """� •�-�^^""'-��` ,o.rt�='�� 3t ��+,=°C .° �';. a r = 0 1 20 40 Scale 1" = 20' CONTOUR INTERVAL 2 FEET TV 19 x (� V-�,O+c4r�D ��m;ste . T3 ,--� FUTURE BLDG PAD $ 1 TII EW LOT 1 r, 40'WX50'DP 2,000 SF I o AOKYAR l8, 050 SF FF ELEV 167.0 I 1 1 CONC. WALK --------------- I �2) I I NEW LOT 2 MOD STAIR 10,280 SF - I7. CONC. ALK_ J -- _ - - T1 I COTTAGE (1 FT EAVE) CONC. CIS STAIRS YMOD S3AIsu 4' ROW DEDICATION > ALONG FRONTAGE CONC. WALK aj CONC. - o �- -- - - - -- _ -_ _ s --- - T11. GRAVEL AR �T114' , GA AGE ;��k,. +"� 3 ` �1�4 , I NEW LOT 3 � (TO B REMOVED) , `pfl; 11, r %� FUTURELDG PAD_' 8,050 SF 40'WX50'DP 2,000 SF� FF ELEV:173.0 *T12 -------------- , I I -- - - - - - -- - - C .1 It QFIIdk �•---------- `NI r.5 N7R� _ /�` ice%% �- -- - C' ��Fff L�IVCE + . `t{ 1 / /7 � i�% / `/l %/�/�7 %%'// OU 1 H O LINE � J � / a r�r,r r a r r nnrr ir-I A v LEGEND o-Q STREET LIGHT 0 SANITARY SEWER MANHOLE NEW PAVEMENT ® STORM DRAIN MANHOLE EXTRUDED CURB ® STORM DRAIN CATCHBASIN NEW CEMENT CONCRETE FIRE HYDRANT • POWER POLE A WATER VALVE o TELEPHONE RISER WATER METER 40 F GRAVEL FILLED DISPERSION` �� f TRENCH PER DETAILS THIS SHEET e , HALT LRIVEV,,1AY� � TRENCH TO BE SET FOR UNFORM SLOPE'zo TO VEGETATED FLOWPATH CO-OPERATIVE COAL COMPANY'S PLAT N0. 2, RENTON ACRE TRACTS RG VOL. 9, L I I I o I I I I ____ ____ N88.31'17"W I ----------------- S LN., TRACT 59 PER VOL. 9, PG 27 NO. REVISION RIM=1 C2. 70' 3'-fI4AINLINK FENCE COR. I S 1.1 ' S. & 1, 7' E . CF PPOP, LINE I o9) o� Q � o Ot f� tia 4,J Q 170 1 I I 72 22.50 EX ROW I , R 3 s; (Wf STORZ FITTING) SCALE: a® ONE INCH AT FULL 5CALE IF NOT ONE INCH SCALE ACCORDINGLY RENTON, WA 23 nl, RGI 5 E; W.V. VERTICAL: NAVD IM HORIZONTAL: NAD 1983/1991 DATUM 1'ty of F latinin PV T l t o n 9 Division JUN - 5 201i PROJECT VICINITY MAP (NOT TO SCALE) LEGAL DESCRIPTION i THE E ST''HALF OF LOTS 58 SAND 59 OF PLAT NO. 2, RENTON CO-OPERATIVE 60AL COMPANY'S ACRE TRACTS, PARCEL NO. 7222000339 PER QUIT CLAIM DEED UNDER REECORDING NO 20110222001751 SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. GENERAL NOTES 1. All work and materials shall be in accordance with the latest edition of the City of Renton Standard Specifications, and WSDOT/APWA Standard Specifications, latest edition. 2. Prior to any construction activity, the contractor shall schedule and attend a pre -construction conference with the City of Renton Construction Inspection Division. -3. An approved plan set must be on the job site whenever construction is in progress. 4. All site work improvements shall be constructed in accordance with approved plans. Any deviation from approved plans will require prior approval from the owner, engineer and appropriate public agencies. 5. It shall be the sole responsibility of the contractor to obtain street use and any other related permits prior to any construction activity. 6. All locations of existing utilities shown hereon have been established by field survey or obtained from available records and should therefore be considered approximate only and not necessarily complete. It is the sole responsibility of the contractor to independently verify the accuracy of all utility locations shown and to further discover and avoid any other utilities not shown hereon which may be affected by the implementation of this plan. The contractor shall contact the Underground Utilities Location Service (1-800-424-555) at least 48 hours prior to construction. The owner or his representative and the engineer shall be contacted immediately if conflicts exist. 7. Locations of roadways, buildings and parking areas shown hereon are approximate. Improvement and structure locations shall be field set by the surveyor/engineer as required. 8. Any approved cuts of existing public roadways shall be backfilled and compacted in accordance with City of Renton Standards. All cuts into existing asphalt shall be along neat, continuous, sawed, or wheel cut lines. A temporary cold mix patch must be placed immediately after backfill and compaction. This existing road shall be replaced with at least 3 inches of compacted CL "B" asphalt concrete, 6" crushed rock surfacing top course (5/8 inch minus), as required dependent upon a soils engineer's recommendation and tests. In no case shall the replacement be less than the existing section. P'ROJECIT DATA 1. TOTAL SUBDIVIDED AREA: 0.62 ACRES 27,035 SF 2. EXISTING ZONING: SINGLE FAMILY (R-8) 3. PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL 4. NUMBER OF LOTS : 3 TOTAL, 1 EXIST RESIDENCE, 2 VACANT LOTS 5, COUNTY PARCEL NUMBER: 722200-0339 6. APPROXIMATE AREA SMALLEST LOT: 8,050 SgFt 7. SOURCE OF WATER SUPPLY: CITY OF RENTON 8. SOURCE OF SEWAGE DISPOSAL: CITY OF RENTON 9. EXISTING GROUND COVER: LAWN WITH SOME TREES AND BRUSH 10. SCS SOILS TYPE: ALDERWOOD SERIES 11. OWNERS/DEVELOPERS: ENGINEER: SURVEYOR: DANNY JASSEN RYKELS ENGINEERING GROUP, INC. CRAMER NW, INC 1719 MORRIS AVE S 28301 183RD AVE SE 945 NORTH CENTRAL AVE #104 RENTON, WA 98055 KENT, WA 98042 KENT, WA 98032 PH 2O6-795-9494 Q�`� • d ++tiasy�F�s •fn -- z. gyp'• .p 19985 O.• CITY OF RENTON Planning/Building/Public Works Dept. RYKELS ENGINEERING GROUP, INC, Consulting Engineers - Civil, Municipal, Subdivisions, Land Development 28301 183rd Ave SE, Kent, WA 98042 Ph 253-631-6598 arykels@comcast.net COVER SHEET AND SITE IMPROVEMENT PLAN ATE. 012 MELDJASSEN 3-LOT SHORT PLAT, RENTON,WA PAGE: ON: 1719 MORRIS AVE S, RENTON, WA 98055 DRAWING NO: 012-101 OWNER/DEVELOPER: DANNY JASSEN 206-795-9494 SET' C-1 OF' 2 EMMMMMON Ch W a. n 0- a 0 Z W a U Z 0 fY U W J LL7 IlkINSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT 4'-8" QUARRY SPALLS 12" MIN. THICKNESS 1� c PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 'TR UCTION ENTRANCE 0. 5' 0 ! 20 40 Scale 1" = 20' CONTOUR INTERVAL 1 FEET - - - - - - - N. LN., -TRACT 58 PER-VOL. 9, PG. 27 ------------ N88 31 '17"W - - - - -I I I I I I 'oo I .. I �I IAIC"rAI I ml rrn rAnnln rrf.,,wrI Ai nAln 3, o L" I / �I 00 TFVPORARY IROS ON SIDIMFNIAT ON CONTROLS AND IR[[ PLAN of ,O 1. THE CONTRACTOR SHALL BE REQUIRED TO WATER THE SITE, AS NECESSARY TO REDUCE THE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITIY, THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL OR DESIGNEE. 2. TESC MEASURES ARE DESIGNED FOR THE WORST CASE CONDITIONS DURING THE "WET SEASON THE CONTRACTOR MAY CONSULT WITH THE CITY INSPECTOR IF THEY THINK THAT CONDITIONS DO NOT REQUIRE THE LEGEND DEGREE OF TESC MEASURES AS DESIGNED. o-o STREET UGHT ® SANITARY SEWER MANHOLE NEW PAVEMENT ® STORM DRAIN MANHOLE EXTRUDED CURB 19 STORM DRAIN CATCHBASIN NEW CEMENT CONCRETE FIRE HYDRANT • POWER POLE A WATER VALVE o TELEPHONE RISER WATER METER PLAT N0. 2, RENTON OPERAVE COAL COMPANY'S ACRE TRACTS VOL. 9, PG. 27 REVISION RIM =16Z 70' 3' CHAINLINK F'E IS 1. 1' S. & 1.7 PROP. LINE Nc � �a floro y h QfiPQ� Q U C s cy "4;-V �� oQ t� 7 I 2 I i- ROCK C NSTRUC11ON ENTRANCE PER DIET I I IL 1-C2 THIS SHEET I r� I (w/ .STOR? FITTING) FXISTING TRFF SCHFDUI F DESCRIPTION SAVE REMOVE Ti 9" APPLE (3) S T2 20" FIR S T3 26" FIR S T4 24" CHERRY R T5 12" HOLLY R T6 8-14" CEDAR (4) R T7 16" CEDAR (2) R T8 10" MAPLE R T9 19" CEDAR R T10 14" CHERRY S T11 12" ORNAMENTAL R T12 6" ORNAMENTA R JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. v Mn U POST SPACING MAY BE INCREASED TO 8' IF HIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE NTS SCALE: 0 1�= ONE INCH AT FULLSCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 t M "'ty Of enton Planning Division EROSION AND SEDIMENT CONTROL NOTES Juiv 1. Approval of this erosion and sedimentation control (ESC) plan does not constitute an ap aG #V of permanent road or drainage design (e.g., size and location of roads pipes, restrictors, channels retention facilities, utilities, etc.). 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/ESC supervisor until all construction is approved. 3. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. 4. The ESC facilities shown on this plan must be ~constructed prior to or in conjunction with all clearing and so as to ensure that the transport of sediment to surface waters , drainage systems, and adjacent properties is minimized. 5. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 6. The ESC facilities shall be inspected daily by the applicant/ESC supervisor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (Oct. 1 to April 30) and of monthly reviews during the dry season (May 1 to Sept. 30). 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g. seeding, mulching, plastic covering, etc.). Y8. Anyir(I: needing ESC measures that do not require immediate attention shall be addressed within fifteen (15) days. 9. The ESC facilities ,on inactive sites shall be inspected and maintained a minimum of once a month or within forty eight (48) hours following a storm event. 10. At no`Ytime shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 11. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 12. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility is to function ultimately as an infiltration .system, the temporary facility must be graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 13. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches. 14. Prior to the beginning of the wet season (Oct.1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the DDES inspector. The DDES inspector can require seeding of additional areaas in order to protect surface waters, adjacent properties, or drainage facilities. OF CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OFFICIALS. 2. ESTABLISH CLEARING AND GRADING LIMITS. 3. INSTALL FILTER FABRIC FENCING AROUND SITE AS SHOWN ON THE PLANS. 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE TO LIMIT ACCESS TO SITE. 5. CLEAR SITE VEGETATION AND STRIP TOPSOIL AS REQURIED TO PREPARE SITE FOR CONSTRUCTION 6. INSTALL ADDITIONAL ESC MEASURES AS MAY BE REQUIRED OR DIRECTED BY THE CITY OR THE PROJECT ENGINEER TO ADDRESS SEASONAL CONSTRUCTION ISSUES. 7. INSTALL SITE UTILITIES, INCLUDING WATER, SANITARY SEWER, AND STORM DRAINAGE IMPROVEMENTS PER THE APPROVED PLANS. 8. COMPLETE BUILDING, LANDSCAPE AND STABILIZED EXPOSED SURFACES, THEN REMOVE ESC MEASURES. 2"x2' BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC :ii MINIMUM 4'x4" TRENCH A" TRENCH WITH / NATIVE SOIL OR 3/4'-1,5' WASHED GRAVEL 2'xe WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT CITY OF RENTON Planning/Building/Public Works Dept Z M z N J. •4 .cn Z: 'P •' 19985 ' Fss/QN AL E� RYKELS ENGINEERING GROUP, INC,- Consulting Engineers — Civil, Municipal, Subdivisions, Land Development 28301 183rd Ave SE, Kent, WA 98042 Ph 253-631-6598 arykels@ccomcast.net EROSION SEDIMENTATION CONTROL PLAN 2/12/2012 JASSEN 3-LOT SHORT PLAT, RENTONNA FAEM800K: 1719 MORRIS AVE S, RENTON, WA 98055 DRAWING NO. OWNER/DEVELOPER: DANNY JASSEN 206-795-9494 012-101 A-NNFNNAA VOLUME/PAGE OWNER /DEVELOPER: DANNY JASSEN 206-795-9494 JASSEN 3 = LOT SHORT PLAT STREET TREE FRONTAGE PLANTING PLAN, NOTES & DETAIL LANDSCAPE PLANT MATERIAL LEGEND SIZE DRGHT. SYMBOL KEY BOTANICAL / COMMON NAMES CONDITION OTY. TLRNT. REMARKS TREES CK CORNUS KOUSA x NUTTALLII x KOUSA 1.75" CAL, 4 O STAKE & GUY ONE GROWING SEASON; n 'KN 30-8' PP 16309/ B & B NURSERY GROWN, BRANCHED AT 6% VENUS DOGWOOD DISEASE RESISTANCE: DOGWOOD ANTHRACNOSE & POWDERY MILDEW o G EXISTING TREES TO REMAIN SAVE AND PROTECT ,,. EXISTING TREES TO BE REMOVED REMOVE TREE & STUMP SHRUBS CH CISTUS x HYBRIDUS / 2 GALLON 7 O FULL AND BUSHY WHITE ROCKROSE LG LAVANDULA x INTERMEDIA 'GROSSO' 2 GALLON 10 O FULL AND BUSHY GROSSO HEDGE LAVENDER RO ROSMARINUS OFFICINALIS 'ARP' / 2 GALLON 11 O FULL AND BUSHY BLUE ARP ROSEMARY ARCTOSTAPHYLOS UVA-URSI / AS O 3" LAYER, 4' DIA. MULCH RING FOR ALL KINNIKINNICK REO'D TREES, 2" LAYER MULCH COVER FOR ALL SHRUB PLANTING BEDS EXISTING TREE LEGEND T1 9" APPLE (3) T7 16" CEDAR (2) T2 20" FIR T8 10" MAPLE T3 26" FIR T9 19" CEDAR T4 24 " CHERRY T 10 14 " CHERRY T5 12" HOLLY T 1 1 12" ORNAMENTAL T6 8-14" CEDAR (4) T 12 6" ORNAMENTAL WOOD FENCE EXISTING TREE DRIPLINE, TYPICAL — '--OLD WIRE FENCE ON PROPERTY LINE T2 T3 T4 `� NORTHERLY SITE AREA HAS THICK VEGETATION rC 0 DROUGHT TOLERANT 100% ONCE ESTABLISHED — © DROUGHT RESISTANT ONCE ESTABLISHED: ABLE TO TOLERATE SHORT SEGMENTS OF DROUGHT H NOTE: A TEMPERARY DESIGN / BUILD IRRIGATION SYSTEM OR A MANUAL WATERING SCHEDULE SHALL BE PROVIDED FOR THE FIRST TWO YEARS OF PLANT ESTABLISHMENT, DURING NORTHWEST SUMMER MONTHS (JUNE THRU SEPTEMBER). STREET TREE NOTES: w 1. STREET TREES FOR THIS PLAT ARE LOCATED ON PRIVATE PROPERTY, WITHIN THE YARD (BUILDING) SETBACKS. DUE TO HOME CONSTRUCTION CONFLICTS AND w F f POTENTIAL DAMAGE, TREES SHALL BE INSTALLED AFTER MAJOR CONSTRUCTION AND FINAL GRADING ON EACH LOT IS COMPLETE. BUILDER IS RESPONSIBLE FOR -` - Z !NSTALU%T ION OF STREET TREES FOR EACH LOT AS PART OF OCCUPANCY CERTIFICATES. ' , 2. TREES TO BE LOCATED NO CLOSER THAN 5' FROM DRIVEWAYS, 15' FROM STREET LIGHTS, 5' FROM FIRE HYDRANTS AND UTILITY VALVES -METERS; AND, 10' FROM ? STORM FACILITY INLETS -OUTLETS. `' z 3. STREET TREES SHALL BE SET BACK A MINIMUM OF 5.5 FEET FROM FROM FACE OF VERTICAL CURB LINE AT STREETS. z U 4. TREES SHALL BE LOCATED NO CLOSER THAN 10' FROM A RESIDENTIAL STRUCTURE, INCLUDING ROOF OVERHANG; AND, SHALL BE SET BACK NO CLOSER THAN 3' AND NO FARTHER THAN 10' FROM BACK OF STREET SIDEWALK. RANDOM SETBACKS AND SPACING OF STREET TREES IS LIKELY. 5, NON -IRRIGATED TREES SHALL BE INSTALLED DURING DORMANT SEASON (NOV. 1 TO MARCH 1) AND SHALL REQUIRE SUPPLEMENTAL WATER DURING SUMMER MONTHS (JUNE 15 TO SEPT. 15) FOR THE FIRST SUMMER GROWING SEASON; TO INCLUDE 7 GALLONS WATER PER WEEK PER TREE. WATER IS INCIDENTAL TO W THE MAINTENANCE CONTRACT. IRRIGATED TREES MAY BE INSTALLED ANY TIME. 6. THE HOMEOWNER IS RESPONSIBLE FOR PRUNING STREET TREES BASED ON COMMON AND NATIONALLY APPROVED GUIDELINES FOR CARE OF AND PRUNING TREES. m THE "TREE CARE STANDARDS" [SIC], ANSI A300, TOGETHER WITH THE INTERNATIONAL SOCIETY OF ARBORISTS (ISA) "TREE PRUNING GUIDELINES" ARE RECOMMENDED. TREES ARE NOT TO BE "TOPPED", NOR HEADED BACK; BUT SHALL BE MAINTAINED IN SHAPE NATURALLY TYPICAL TO THAT VARIETY. W m 7. ALL TREES SHALL MEET ANSI Z60.1-1996 (OR CURRENT) STANDARDS FOR NURSERY STOCK. ALL TREES SHALL BE NURSERY PRUNED OR "HIGH" GRAFTED FOR Q STREET TREE USE - 6' MINIMUM CLEARANCE TO LOWEST SCAFFOLD LIMBS, m i U PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED (2) LODGEPOLE STAKES, PLUMB (2" DIA. MIN.) WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; NO WIRE TIES. REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & — INSTALLATION REMOVE AT COMPLETION OF PLANTING PROVIDE 4'0 MULCH TREE RING, 3" DEPTH MIN. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. REMOVE ALL WRAP, TIES. AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 12" STREET TREE PLANTING AND STAKING DETAIL NOT TO SCALE NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND \ LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. STATE OF WASHINGTON REGISTERED ANDSCAPE Aqc A z ; % i ARGE 1. KORVE NO, 1014 (VAORTIFICIATE ONLY WITH SIGNATURE) EXPIRES: 09/02/16 0 - EXISTING TREES (T4, T5 AND T6) NO LONGER EXIST TREES HAVE BEEN REMOVED NEW LOT 1 8,050 SF �Tg EXISTING TREE .. (TO BE REMOVED) NEW LOT 2 10,280 SF EXISTING TREES (T8 & T9) NO LONGER EXIST, TREES HAVE BEEN REMOVED PROPOSED FRONTYARD 1�ix TREES N I PROPOSED FRONTYARO TREES 12 EXISTING FRONTYARD TREE 11 T 1 0 (TO REMAIN) EXISTING DRIVEWAY TO CURRENTLY REMAIN PROPOSED — NEW LOT 3 ONTYARD 8, 050 SF LOT i0 T12 EXISTING TREE (T I2) 3' TO 6' FENCE NO LONGER EXIST, 0. 1' N, OF LINE TREE HASBEEN REMOVED PROPOSED TY LOT TREE 11 Planning Division nDD MO By pl Date 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES DRAWN BY MIK DATE 04-01-2015 SCALE: 1"=20'-O" CHECKED BY: TW JOB NO: 15715 DRAWING NO: 15715-L1 CH 170—.. CH RECORDING NUMBER LAND RECORD NUMBER: AND-20-0572 LAND USE ACTION NUMBER: LUA-12-045--SHPL REVISION DATE 08/24/15 LG 15 r160 I cP I 170 i ROAD DEDICATION 655 SF - I72 I I N I GHgCt I mQ� S�Z 1w o E `r�NG ENG,N�� 0 10 20 40 SCALE: 1"■20' S w O RO LG LG T11 INDEX DATA SE14 OF SEC.19, TWP 23 N, RGE 5 E, W.M. STREET TREE FRONTAGE PLANTING PLAN, NOTES & DETAIL JASSEN 3-LOT SHORT PLAT, 1719 M ORRI S AVE. S RENTON, WASHINGTON 98055 KING COUNTY, WASHINGTON I, F SHT L1 0, I I I I x w 0 Y u a� a LO 0 N rn ai E F_ a� 0 VOLUME/PAGE OWNER /DEVELOPER: DANNY JASSEN 206-795-9494 JASSEN 3 m LOT SHORT PLAT STREET TREE FRONTAGE PLANTING NOTES LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE, QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER, WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. SUBMITTALS: SUBMIT FIVE (5) COPIES THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED. B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS, C) TREE STAKING AND GUYING MATERIALS. D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH. E) PLANTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR, MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN COMPLETED AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX (6) HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL, 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES, B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1 /3 BY VOLUME SANDY LOAM, 1 /3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN "C". C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30-POUNDS NITROFORM (38-0-0) 3. 5-POUNDS AMMONIUM SULFATE 4. 40-POUNDS CALCIUM CARBONATE LIMESTONE 5. 40-POUNDS DOLOMITE LIMESTONE 6. 5-OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (38-0-0) 4. 1-POUNDS AMMONIUM SULFATE 5. 2-POUNDS CALCIUM CARBONATE_ LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE E) TOPSOIL PREPARATION AN't INSTALLATION: 1. VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE AREAS AND -18/24 INCHES IN PARKING LOT ISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH LIFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. STATE OF WASHINGTON REGISTERED LANDSCAPE AFICHi CT MARGIE I. KORVE J1C RTIFICATE NO. 1014 (VONLY WITH SIGNATURE) EXPIRES: 09/02/16 o n Xx Q� G{T7NC EN RECORDING NUMBER LAND RECORD NUMBER: LND-20-0572 LAND USE ACTION NUMBER: LUA-12-045-SHPL RE\ASION DATE 08/24/15 ORGANIC MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -QUARTER (1/4"), HEMLOCK/FIR BARK. FINE TEXTURED AND DARK BROWN IN COLOR. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED AS / IF NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY, PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: CONTAMINANTS: VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 3-INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. CLEANUP AND PROTECTION: DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. PLANTING MAINTENANCE: PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES DRAWN BY MIK DATE 04-01-2015 SCALE: 1 "=20'-0" CHECKED BY: TW JOB NO: 15715 DRAWING NO.: 15715-L2 INDEX DATA SEA OF SEC.19, TWP 23 N, RGE 5 E, Wk STREET TREE FRONTAGE PLANTING NOTES JASSEN 3-LOT SHORT PLAT, 1719 MORRIS AVE. S RENTON, WASHINGTON 98055 ,KING COUNTY, WASHINGTONJ SHT L2 OF 3 w 0 Nel Q co Ln 4 Ln 0 N rn a� E i- a� 6 0 VOLUME/PAGE OWNER /DEVELOPER: DANNY JASSEN 206-795-9494 3" MULCH LAYER FEATHER EXCESS _ SOIL UNDER MULCH 1 " MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE 0 PREPAR PLAN TIN BEDJ7' JASSEN 3 m LOT SHORT PLAT STREET TREE FRONTAGE PLANTING DETAILS 0 NOTE:�% REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PLANT SPACING. LESS THAN 1 GALLON CONTAINER 1 GALLON CONTAINM and LARGER ( PLANTED BEFORE MULCH) ( PLANTED BEFORE MULCH ) SHRUBS AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS r EDGE OF PLANT! AS NOTED ON F BED LINE EDGE CURB/WALK - PLANT MATERIAL SPACING DETAIL NOT TO SCALE TOPSOIL 3" MULCH FINISH GR) LAWN — SHOVEL-C SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANTING BED ADJACENT TO LAWN DETAIL NOT TO SCALE FINISH GRADE AT 3" MULCH LAYER 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM — TOPSOIL AS SPECIFIED CURB PER CIVIL DRAWINGS (WALK — FINISH GRADE AT SIMILAR) 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. 1" MAX. CLEAR SIDEWALK LAWN CONCN110N AMJLCH CONDITION (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE MULCH AT CURB DETAIL NOT TO SCALE ad�j�dl� STATE OF WASHINGTON REGISTERED DSCAPE A CHI ECT MARGE I. KORVE NO. 1014 (VdRTIFICIATE ONLY WITH SIGNATURE) EXPIRES: 09/02/16 2" MULCH LAYER 1 " MAX. TOP OF CURB TO TOP OF MULCH 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES DRAWN BY MIK DATE 04-01-2015 SCALE: 1 "=20'-0" CHECKED BY: JOB NO: 15715 DRAWING NO: 15715-0 RECORDING NUMBER LND-20-0572 LAND USE ACTION NUMBER: LUA-12-045-SHPL REVISION DATE 08/24/15 INDEX DATA SE14 OF SEC.19, TWP 23 N, RGE 5 E, W.M. STREET TREE FRONTAGE PLANTING DETAILS JASSEN 3-LOT SHORT PLAT, 1719 MORRIS AVE. S RENTON, WASHINGTON 98055 [KING COUNTY, WASHINGTON� SHT L3 OF 3 w a Y m a 00 Lq 0 N rn E i= 0 0 Y O R CITY F RENTON CITY OF RENTON APPROVAL KING COUNTY DEPARTMENT OF ASSESSMENTS RECORDING,NO, VOL./PAGE SHORT PLAT NO. EXAMINED AND APPROVED THIS Lt DAY OF S> I'tF�tB1` P., 2015 EXAMINED & APPROVED THIS b-DAY OFF 12/tIt 20�- LUA-12-045-SHPL , PORTION OF LND-20-0572 CITY OF RENTON AdmIN ATOR, ISU uC, WORKS DEPARTMENT KID COU ASSESSOR DEPUTY KING COUNTY ASSESSOR TAX ACCOUNT NO. 722200-0339-09 _NE 1/4 of SE1/4, S.199 T. 23_N., R. 5 E.,W.M. OWNER'S DECLARATION LEGAL DESCRIPTION BASIS OF BEARING NAD 83/91: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED THE EAST ONE --HALF OF LOTS 58 AND 59 OF PLAT NO. 2, RENTON CO-OPERATIVE THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN OWNERS IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED, DO HEREBY O COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN CITY of RENTON BT HORIZONTAL CONTROL NETWORK MONUMENTS 476 AND 659, BEING NORTH 89'48'09" WEST, MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO BE THE VOLUME 9 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON; GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION EXCEPT THE SOUTH 65 FEET OF SAID LOT 59; AND REFERENCE SURVEYS: IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE EXCEPT THE NORTH 61 FEET OF SAID LOT 58. 1. CITY OF RENTON SHORT PLAT NO. LUA05-027-SHPL, VOL 246, PIGS. LEGEND: THE OWNERS. SPECIAL EXCEPTIONS 106--107. FOUND MONUMENT AS DESCRIBED "BCE SHORT IN WITNESS WHERE F WE HAVE SET OUR HANDS: SET REBAR/CAP 40016" 2. CITY OF RENTON PLAT NO. LUA07-126-SHPL, VOL. 281, PG. 230' (PER CHICAGO TITLE COMMITMENT FOR TITLE INSURANCE, ORDER NO. 0024782-04, , DATED SEPTEMBER 16, 2014, AND SUPPLEMENT NO. 1 DATED DECEMBER? 3, 2014) x FOUND MAG NAIL W/ WASHER 3. AllOLA'S COUNTRY VILLA, VOLUME 40 OF PLATS, PAGE 13. 1. RESERVATION AND RECITALS CONTAINED IN THE DEED AS SET FORTH BELOW: PROCEDURE / NARRATNE: DANIEL E. JASSEN BARAK LEVY GRANTOR: SEATTLE ELECTRIC COMPANY, A WASHINGTON CORPORATION A FIELD TRAVERSE USING A GEODIMETER 600, TRIMBLE 5600 AND SPECTRA ACKNOWLEDGEMENTS RECORDING DATE: DECEMBER 20, 1907 THES 30 ANGULARSUPPLEMENTED MON,UMENTTSUSHING ONSHIPSSBWAS RECORDING NO.: 464310 ISTAANCE RELA ETWEEN THPERFORMED, STATE OF WASHINGTON SAID DOCUMENT PROVIDES FOR, AMONG OTHER THINGS, THE FOLLOWING: PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN ) SS EXCEPTING AND RESERVING TO THE PARTY OF THE FIRST PART, ITS SUCCESSOR AND 0 20 40 80 WAC 332-130-090. COUNTY OF \-fjf,3 ASSIGNS, ALL COAL, CLAY, STONE, OIL AND ALL MINERALS AND MINERAL PRODUCTS EXISTING IN SAID ABOVE DESCRIBED PREMISES AND EVERY PART THEREOF, WHETHER SURVEYOR$' NOTE; S DAY PERSONALLYAPPEARED RIBED ME,DANIELE. J ON ASSEN, TO Y! HERETOFORE OR HEREAFTER DISCOVERED, WITH THE RIGHT TO MINE, QUARRY AND PLAT MONUMENTS FOR AllOLA'S COUNTRY VILLA, VOLUME 40 OF PLATS, PAGE PROCURE THE SAME AT ANY TIME THEREAFTER. S'CALB _ 40' 13, RECORDS OF KING COUNTY, WASHINGTON WERE HELD TO ESTABLISH THE ME KNIOWN TO BEOTHE INDIVIDUAL DESCIN WHO EXECUTED .1" THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT HE 2. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR NORTH LINE OF TRACT 58 AND THE SOUTH LINE OF TRACT 59 OF PLAT NO. 2, RENTON CO-OP COAL COMPANY'S ACRE TRACTS. 1 SIGNED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE LISTED IN DOCUMENT 1 1 t RECORDING DATE: DECEMBER 20, 1907 FOUND CONCRETE MONUMENT W/ 3/8' BRASS PLUG DATED THIS ZS�"DAY OF 6`3S- 20 S RECORDING NO.: 464310 IN CASE AT S. 17TH ST. HELD AS BEING ON THE A WAIVER OF THE REVERSIONARY CLAUSE CONTAINED IN SAID INSTRUMENT WAS EASTERLY EXTENSION OF THE NORTH LINE OF LOT 58 x RECORDED UNDER RECORDING NUMBER 7402050010. N88'31'17"W 3-4 NOT APPLICABLE TO BE SHOWN ON SURVEY. - N^W.. TRACT 58 PER VOL. 9. PG. 2 - - - � V70'�_ N NOTARY PUBLIC IN AND FOR THE STATE OF WASHI, 11 #1110 N8831'1TW 0 1 0 _� ,,,, ,,,�� RESIDING AT 1C � ., ; v = �ss1oN �,,� y LOT ADDRESSES w�°A I �,"� FtA`� DUSTING Q O7 '.,� _'c+ 4..p s LOT 1 - 1715 MORRIS AVE. S. t -OQ� CHAINUNK FENCE t GO CORNER 1.1' SOUTH :'' I ' o MY COMMISSION EXPIRES S- 4 - � � ; 4'` m s cgs LOT 2 - 1719 MORRIS AVE. S. LOT 3 1723 MORRIS AVE. S. ► � 0 `f o R do 5.7 EAST NEW R/W LINE I 11cw - i S - BOTTOM OF NORTH FACE OF 4" WIDE N tO �/ v1.18 '� 2 = STATE OF WASHINGTON i �i�14.,.��`'� O = �''�1A�i1.1#NG�`�-" > NOTE t CONCRETE RETAINING WALL ON LINE z N t g i 5 S88.31'17'E wll r- 5S 't+,, 161.00' FIR 0 15_00 o �� COUNTY OF k ) <��` LOTS 1, 2 AND 3 ARE REQUIRED TO SUBMIT A DRAINAGE SITE PLAN INCLUDING AN L i _ N APPROVED FLOW CONTROL BMP AND DECLARATION OF COVENANT FOR I -OW CONTROL - - - - - - - - - - - o PROPERTY LINE 1 .00' 1 30' ON THIS DAY PERSONALLY APPEARED BEFORE ME, BARAK LEVY, TO ME '_..___.,_: BMP FOR REVIEW AND APPROVAL AT THE TIME OF BUILDING PERMIT S! !-:!A11 fAL _..ram- ..r _'.r' . ... .. � •:: r.. �ru:r(� .. r ,-.t rY.. .Trn . i��9vn1� IL C7� ,I,� nLitr.vJ..L l LVVI..�%1_L ,ii hivV i�i,a GnG4iliGV Tr1G -.... _._.:_.._..____.._..�..... ,- ,_ :.. ---= _._.._, _.. _-_.,... _a ,..��_,-�_„�,�:�,�. _. - __,� .,. ,,.j _ .,`LOft 3 ' 4 FOOT WIDE RIGHT--OF-WAY 'FENCE 0.9' I r WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT HE FOR THE 5,050 SQ. FT. DEDICATION PER 00lodQ737 0 SIGNED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEE , 0.18 AC. REC. N0. d15! i USES AND PURPOSES THEREIN MENTIONED. �•�`Mv.NC� ii1�1f R. li 'ZS N88'31' 17"W 161.00' DATED THIS � DAY OF GvS i 20�.N\gstok'ii,,+ i tfOi�� o 5 F_4�)TAR ' A,� C4 Ju T� i s Cq 00 I 43.42 ' °~8 �� NOTARY PUBLIC IN AND FOR THE STATE OF WASHING I� ', G ° _" 2 28.37' Co� co W STRUCTURE �- r- > I LOT 58_ w ao 0o LOT 2 i- g ,, ,�0 = RESIDING AT YyZ 1 v �7Z�QM��G`� ------- LaT 59 STRUCTURE 3 Q 10,280 SQ. FT. i a� 41 o --y� 29.6' M M N'- 0.24 AC. -Itmot, MY COMMISSION EXPIRES S ` 1 - ( 6.23 I 00 00 CC $N47.8' Z T O CE 0.9' N88'31'17"W 161.00' e� S. 9 5TH STREET b EAST o a (BASIS OF BEARINGS) 1153.73 (CITY) 0 '5 LOT 3 S 405 N89'48'09"W 1153.70' (MEAS.) - 348 _. 805.31' (CALC'D) - Ui (CALCD) 3 0 Lo 8,050 SQ. FT. - _ - - FENCE 0.4' 0.18 AC. - - - - - - % SOUTH FENCE 0.5' — ` - NORTH 19.00' I I VOUND 13 a Lo N88'31'170W 161.00' 1 15.00' 1 MAG S�TG c G FOUND 1/2" IRON PIPE IN CASE ^ FOUND 1/8' BRONZE PIN IN CONCRETE WASHER 5s o 100 SW 16TH ST. v_�N �w (RENTON CONTROL NETWORK ID 476) VISITED ON 8-27-03 o IN 2' IRON P:PE IN CASE (RENTON CONTROL NETWORK 10 659) VISITED ON 8 -27-03 �C t �N`(5 27 ( p GOMp OL 9. p 100 u�j' fil a `'� o> 3 Y oa S o 19TH ST. SiiE FOUND CONCRETE MONUMENT W/ 3/8' BRASS PLUG IN CASE AT S. 17TH ST. VISITED ON 12-10-2011 v I t a0 r- i N I �' z d a 515 fVOL �n a a � N FOUND CONCRETE MONUMENT S. LN., TRACT 59NPER 8 PG. 27 - , Z o z W/ 3/8' BRASS PLUG IN CASE AT S. 18TH ST. FOUND CONCRETE MONUMENT W/ 3/8- BRASS PLUG IN CASE AT S. 18TH ST. HELD AS BEING ON THE EASTERLY o a Y > N N VISITED ON 12-10-2011 EXTENSION OF THE SOUTH LINE OF LOT 59 '2 Qo w 167 Z SW 27TH ST. CONTROL SKETCH Vicinity Map in NOT TO SCALE / CONFORMED COPY LAND SURVEYOR' S CERTIFICATE 0 , �► N A DANIEL E. JASSEN 2015, r-' THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS W �v F A S,y �, y Q r Q► 0 M 18215 72ND AVENUE SOUTH 1719 MORRIS AVE. S �- 20151006900003 OF THE APPROPRIATE STATE AND LOCAL STATUES AT THE REQUEST OF KEW, WA 98032 RENTON, WA 98055 CITY IC. RENTON DANIEL E. JASSEN IN DECEMBER, 2014. o 0 0 (425)251-6222 SPM 156.00 00 PAGE-001 OF 9: 10/06/2015 09 : 45 0 F 1p 40016�o J n U (425)251-8782 FAX O _ DWN. BY DATE JOB NO. ou"�Z 7T2A JjOy S�� ( Zs CIVIL ENGINEERING, LAND PLANNING, G SURVEYING, KMA 12/23/14 15715 p DATE Zp� ENVIRONMENTAL SERVICES Cr'NG CHKD. BY SCALE SHEET OWEN B. HILLE, PLS DATE MANAGER SUPT. OF RECORDS CERTIFICATE N0. 40016 ZlN ENG�N�� OBH 1 " 40' 'I OF LN Kin Count y ---- Control RI htOfWa 9 Y ------ Lot ------ - - Easement $ Parcel The information included on this map has been complied by King County staff from a variety of sources and is subject to change without notice, King County makes no curacy. completeness, e warranties, express or Implied, as to accuracy, completeness, N SE 19-23-05Q Dept of Assessments - Plat - - Survey 6 ' Platted Major Number timeliness, or rights to the use of such Information. King County shall not be liable for any general, special, indirect, incidental, or - ShortPiat - GovernmentLot consequential damages including, but not limited to, lost revenues -_ - OflglnalShortPlat • - --arC,-, �3City or lost profits resulting from the use or misuse of the information 11 - Parcel -- DonatlOnLandGlalm _ map is prohibited except by written permission of King County. 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I n N 6g`s4 : r I w' I 'mod 1'1 vi 6000 W 11 ; I 1 13g 0170 r? /0 6•y2 ,'s I Z W % e+'" 1 / �447,0: a mi 1 .,0 1 s. m,o i j a zmm I 120 I 1` \I mm . oiso + 6,66 am9 I �, / ro; 54 `m 120 1 11; // v 2S;2S a N ",, PI 11 11806# -:j! I ! - N 69, 09101 » 0540 N city of Keaton Planning Division JUN - 5 2012 RE ��EB OWNER /DEVELOPER: JASSEN 3 m LOT SHORT PLAT VOLUME/PAGE DANNY JASSEN 906- 795- 9494 STREET TREE PLANTING PLAN STREET TREE NOTES: 1. STREET TREES FOR THIS PLAT ARE LOCATED ON PRIVATE PROPERTY, WITHIN THE YARD (BUILDING) SETBACKS. DUE TO HOME CONSTRUCTION CONFLICTS AND POTENTIAL DAMAGE, TREES SHALL BE INSTALLED AFTER MAJOR CONSTRUCTION AND FINAL GRADING ON EACH LOT IS COMPLETE. BUILDER IS RESPONSIBLE FOR INSTALLATION OF STREET TREES FOR EACH LOT AS PART OF OCCUPANCY CERTIFICATES. 2. TREES TO BE LOCATED NO CLOSER THAN 5' FROM DRIVEWAYS, 15' FROM STREET LIGHTS, 5' FROM FIRE HYDRANTS AND UTILITY VALVES —METERS; AND, 10' FROM STORM FACILITY INLETS —OUTLETS. 3. STREET TREES SHALL BE SET BACK A MINIMUM OF 5.5 FEET FROM FROM FACE OF VERTICAL CURB LINE AT STREETS. 4. TREES SHALL BE LOCATED NO CLOSER THAN 10' FROM A RESIDENTIAL STRUCTURE, INCLUDING ROOF OVERHANG; AND, SHALL BE SET BACK NO CLOSER THAN 3' AND NO FARTHER THAN 10, FROM BACK OF STREET SIDEWALK. RANDOM SETBACKS AND SPACING OF STREET TREES IS LIKELY. 5. NON —IRRIGATED TREES SHALL BE INSTALLED DURING DORMANT SEASON (NOV. 1 TO MARCH 1) AND SHALL REQUIRE SUPPLEMENTAL WATER DURING SUMMER MONTHS (JUNE 15 TO SEPT. 15) FOR THE FIRST SUMMER GROWING SEASON; TO INCLUDE 7 GALLONS WATER PER WEEK PER TREE. WATER IS INCIDENTAL TO THE MAINTENANCE CONTRACT. IRRIGATED TREES MAY BE INSTALLED ANY TIME. 6. THE HOMEOWNER IS RESPONSIBLE FOR PRUNING STREET TREES BASED ON COMMON AND NATIONALLY APPROVED GUIDELINES FOR CARE OF AND PRUNING TREES. THE "TREE CARE STANDARDS" [SIC], ANSI A300, TOGETHER WITH THE INTERNATIONAL SOCIETY OF ARBORISTS (ISA) "TREE PRUNING GUIDELINES" ARE RECOMMENDED. TREES ARE NOT TO BE "TOPPED", NOR HEADED BACK; BUT SHALL BE MAINTAINED IN SHAPE NATURALLY TYPICAL TO THAT VARIETY. 7. ALL TREES SHALL MEET ANSI Z60.1-1996 (OR CURRENT) STANDARDS FOR NURSERY STOCK. ALL TREES SHALL BE NURSERY PRUNED OR "HIGH" GRAFTED FOR STREET TREE USE — 6' MINIMUM CLEARANCE TO LOWEST SCAFFOLD LIMBS. PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEA DERS',WILL BE REJECTED NOTE: � KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY.', BACKFILL TO BE SETTLED USING WATER ONLY NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. i (2) LODGEPOLE STAKES, PLUMB (2" DIA. MIN.) WITH ELASTI I CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; NO WIRE TIES. REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION ---� REMOVE AT COMPLETION OF PLANTING PROVIDE 4'0 MULCH TREE RING, 3" DEPTH MIN. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. REMOVE ALL WRAP TIES AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL—/ PENETRATION TO SUBBASE (+) 12" STREET TREE PLANTING AND STAKING DETAIL NOT TO SCALE STREET TREE PLANT MATERIAL LEGEND SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION QUANTITY REMARKS TREES: CD PYRUS CALLERYANA 'AUTUMN BLAZE' / 1.5" CAL., 3 STAKE & GUY ONE GROWING SEASON; AUTUMN BLAZE PEAR B & B NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' EXISTING DECIDUOUS TREE TO REMAIN, SAVE AND PROTECT EXISTING EVERGREEN TREE TO REMAIN, SAVE AND PROTECT GROUNDCOVERS: MULCH AS REQ'D 3" LAYER, 4' DIA. MULCH RING N �GHAU W� 11 y to Pg. O�r'NG ENG1N�� S WOOD FENCE ASPHALT DRIVEWAY CARPORT BOTTOM OF NORTH FACE OF 4" WIDE o CONC. RET WALL IS ON PROPERTY LINE `^ 58831'17"F � �„�-- - 165.00' --161.00' WOOD FENCE Q.5' OLD WIRE FENCE ON PROPERTY LINE APPROX LOCA71ON OF 166 DILAPIDATED SHED � o C' "0 166- ✓ T4 T5 T6 0.9' o r3 T2 NORTHERLYNEW LOT 9 . SITE AREA HAS THICK VEGETATION 8,050 SF / °T9 T8s N8831'17"W 161,00' CONC. WALK (2) 6 WOOD STAIRS 00 1719 MORRIS AVE. S, o '�' — 170 28. 9' T L. NO. 722200- 0339 � CONC. WALK 27, 03,E Sf o �u T1 COTTAGE Q L NEW LOT 2 z (1 FT EAVE) CONC.10,280 SF LL z S AIRS 41.8' z v WOOD STAIRS � z Q CONC, WALK T 10 CONC. S8831'17'E �1r_____ 161.00' rf Ll I 0.9, — ? GARAGE r^ y (TO BE REMOVED) ct 0 b U m 1 ' U rN�o ti 6' FENCE CD . OF LINE 1161.00' `7 G STATE OF WASHINGTON w REGISTERED-; LANDSCAPE.;hRdJO CT.= )& HUR M. ✓D5E1 EL CERTIFICATE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/12 N88 ,31'17'4� 165. uti' 6' CHAIN LINK FENCE IS 0.3' S. OF LINE Q:GHq&S1 18215 72ND AVENUE SOUTH mQ' �� KENT, WA 98032 (425)251-6222 n (425)251-8782 FAX 2 `U s CIVIL ENGINEERING, LAND PLANNING, G�riN� I=NG�N�SURVEYING, ENVIRONMENTAL SERVICES 1 m 00 to GRAVEL AREA NEW LOT 3 8, 050 SF 0 T 12 fish ASPHALT DRIVEWAY DRAWN BY MIK DATE 5-30-2012 SCALE 1 "=20' CHECKED BYi AMS JOB NO.i 15715 DRAWING NO.t 15715-L1 0 0 15' kZ J 0 15' z LO 0 V) 2 w U RECORDING NUMBER LAND RECORD NUMBER: LND-XX-XXXX LAND USE ACTION NUMBER: LUA-XX-XXX-SHPL I \IIIIIIIIIIIII11\\\\\\\\\\\\\ m \\\IIII\\\\\\\\\\\\\\\\\\\\\\\\\\\ 17� 30' 4141, as 1\ ?? A, 0 L 1711 J j ROAD EDICATIO 655 SF -172 30' City' of enton Planning Division JUN 5 2012 Rcrcao��D INDEX DATA SEA OF SEC. 19, TWP 23 N, RGE 5 E, W.M. STREET TREE PLANTING PLAN JASSEN 3-LOT SHORT PLAT, 1719 M ORRI S AVE. S RENTON, WASHINGTON 98055 KING COUNTY, WASHINGTON SHT L1 OF APPROVALS: RECORDING NO. VOL./PAGE CITY OF RENTON SHORT PLAT KING COUNTY, WASHINGTON CERTIFICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOFAND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. DANIEL E. JASSEN BARAK LEVY CITY OF RENTON EXAMINED AND APPROVED THIS DAY OF _ 20 ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 20 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER 722200-0339 JA S',SEM S'MO R T PLA. T LEGAL DESCRIP770N: (PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 1335499) SCALE: N/A PORTION OF: N.E. 1 /4, S.E. 1 /4, SEC. 19, T. 23 NORTH, R. 5 EAST, W.M. LAND USE ACTION NUMBER: LAND RECORD NUMBER: LUA-XX-XXX-SHPL ILND-XX-XXXX THE EAST ONE-HALF OF LOTS 58 AND 59 OF PLAT NO. 2, RENTON CO-OPERATIVE COAL COMPANY'S TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 9 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON, FOUND 1 2" IRON PIPE IN CASE STATE OF WASHINGTON EXCEPT THE SOUTH 65 FEET OF SAID LOT 59, AND (RENTON CONTROL NETWORK ID I 476 COUNTY OF EXCEPT THE NORTH 61 FEET OF SAID LOT 58. N: 173,226.586 (US FT.) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT E. 1,299,294,163 (US FT.) S. 15TH STREET VISITED ON 8-27-03 (BASIS OF BEARINGS) """ N89 46'09'W 1153.70' (MEAS) 1153.73' (CITY) SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND — _ VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. _,; '" 348.39' (CALC�) 1, `,� 605.31' (CALCV) NOTES: i FOUND 1/ 8" BRONZE PIN IN 1. PROPOSED NUMBER OF LOTS. 3 CONCRETE IN IRON PIPE IN CASE (RENTON CONTROL 659) SIGNATURE OF 2. PARENT PARCEL ZONED: R-8 6NETW(OSK/),1 17J,22.NOTARY PUBLIC 3. PROPOSED LOT AREAS: w a E 1,300,44Z885 (US FT) DATED PARENT PARCEL AREA: VISITED ON 8-27-03 MY APPOINTMENT EXPIRES LOT 1: 8,050 SQUARE FEET r LOT 2: 10,280 SQUARE FEET ) LOT 3: 8,050 SQUARE FEET 4. AREA OF LAND IN PUBLICLY DEDICATED STREETS: 655 SQUARE FEET 5. PROPOSED DENSITY. 4.8 DWELLING LINTS 'PER -ACRE 6. PERMITTED DENSITY BY CODE: 8 DWELLING UNITS PER ACRE �I FOUND CONCRETE MONUMENT W 3 F BRASS PLUG IN CASE AT S. 17TH ST. 4 SITE VISITED ON 12-10-2011 NOT TO STATE OF WASHINGTON SCALE 15' FOUND CONCRETE MONUMENT COUNTY OF EXCEPTIONS OF RECORD: W 3 BRASS PLUG IN CASE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT AT S. 17TH ST. (PER CHICAGO TITLE INSURANCE COMPANY TITLE REPORT ORDER NO. 1335499.) VISITED ON 12-10-2011 SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND 1. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED. CONTROL DIAGRAM VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. FROM: SEATTLE ELECTRIC COMPANY, A WASHINGTON CORPORATION RECORDED: DECEMBER 20, 1907 RECORDING NUMBER: 464310 AS FOLLOWS: EXCEPTING AND RESERVING TO THE PARTY OF THE FIRST PART, ITS SUCCESSORS AND ASSIGNS, ALL COAL, CLAY, STONE, OIL AND ALL MINERALS AND MINERAL PRODUCTS EXISTING IN SAID ABOVE DESCRIBED PREMISES AND EVERY PART THEREOF, WHETHER HERETO FORE OR HEREAFTER DISCOVERED SIGNATURE OF WITH THE RIGHT TO MINE, QUARRY AND PROCURE THE SAME AT ANY TIME NOTARY PUBLIC THEREAFTER. DATED MY APPOINTMENT EXPIRES CRY Of Rentoll Planning DiVision w JUN, - 5 2012 Q n a��vco 0 RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY OF .......... 20....... AT ...... M IN BOOK .......... OF ............ AT PAGE......... AT THE REQUEST OF ..OWEN„B,,,HILLE„ PLS„ SURVEYOR'S NAME SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE IN May. 2012 .................................................................. P.L.S. CERTIFICATE NO. 40016 MGR. SUPT. OF RECORDS Cramer Northwest Inc. Surveyors Planners & Engineers P.O. Box 158, Kent, Washington 98035 (253)852-4880 (local) 1—(800)251-0189 (toll free) (253)852-4955 (fax) E—MAIL: cni®cramernw.com INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: N.E 1A S.E. 114, SEC. 19, T. 23 NORTH, R. 5 EAST, W.M. H:\TModel\Projects\2011\2011-104S 05-21-12.pro DRAWN BY: DATE: JOB NO.: O.B.H. I Thu., May. 24, 2012 12011-104 CHECKED BY: SCALE: SHEET: O.B.H. I 1 inch = 20 FT 1 1 OF 2 RECORDING NO. VOL./PAGE CITY OF RENTON SHORT PLAT KING COUNTY, WASHINGTON TREE LEGEND: T1 9" APPLE (3) T2 20" FIR T3 26" FIR T4 24" CHERRY T5 12" HOLLY T6 8-14" CEDAR (4) T7 16" CEDAR (2) T8 10" MAPLE T9 19" CEDAR T 10 14" CHERRY T 11 12" ORNAMENTAL T 12 6" ORNAMENTAL ri LJ WOOD FENCEI 0.5' — r r� r LJ L 166--- c� 168 - - - - - _ - - - - - - NOTE: v 4rrnrrY Urvn Yt1VGt IS 0.3' S. OF LINE S01 28 43"W 753.85' FROM S. 15TH ST. (SEE CONTROL DIAGRAM E SWEET 1 OF 2) N88031 '17"W 15.00 - - - - - - - N. LN.,_TRACT _ 58 PER VOL. 9, PG. 27 N68`31'17'"kl------- OPERATIVE COAL COMPANY'S PLAT NO 2, RENTON ACRE TRACTS VOL. 9, PG. 27 PLAT MONUMENTS FOR AZZOLA'S COUNTRY VILLA, VOLUME 40 OF PLATS, PAGE 13, RECORDS OF KING COUNTY, WASHINGTON WERE HELD TO ESTABLISH THE NORTH LINE OF TRACT 58 AND THE SOUTH LINE OF TRACT 59 OF PLAT NO. 2, RENTON CO-OP COAL COMPANY'S ACRE TRACTS. ON THE EASTERLY EXTENSION - OF THE SOUTH LINE OF LOT 59 VISITED ON 6-24-04 -_-----_-_- N88�31'17'W i S. LN., TRACT 59 PER VOL. 9, PG. 27 — — I (W/ STORZ FITTING) ,S. 172T1V ST. W/ 318" BRASS PLUG IN CASE 4T S 17TH ST. HELD AS BEING ON THE EASTERLY EXTENSION OF THE NORTH LINE OF LOT 58 VISITED ON 6-24-04 ® RIM=162.70' EDJCATION 655 SF - 172 I 3' CHAINLINK FENCE COR. IS 1.1 ' S. & 1.7' E. OF PROP. UNE o� LEGEND: SCALE: GRAPHIC SCALE 1" =20' 1 inch — 20 FT. 20 0 20 PORTION OF: N.E. 1 /4, S.E. 1 /4, SEC. 19, T. 23 NORTH, R. 5 EAST, W.M. LAND USE ACTION NUMBER: LAND RECORD NUMBER: LUA-XX-XXX-SHPL ILND—XX-XXXX JA S SEIV SHOR T RLA T ® FOUND MONUMENT AS DESCRIBED ® SANITARY SEWER MANHOLE UTILITY POLE FIRE HYDRANT W/ STORZ FITTING ® WATER METER ® CATCH BASIN ® POWER METER ® WATER VALVE (W/ STORZ FITTING) >8T.H ST. CONIFEROUS TREE DECIDUOUS TREE BASIS OF BEARINGS: NAD 83 (1991) THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN RENTON CONTROL NETWORK MONUMENTS 476 AND 659 BEING NORTH 89'48'09" WEST, RECORDS OF THE CITY OF RENTON. REFERENCE SURVEYS: 1. CITY OF RENTON SHORT PLAT NO. LUA05-027-SHPL, VOL. 246, PAGES 106-107 2. CITY OF RENTON SHORT PLAT NO. LUA07-126-SHPL, VOL. 281, PAGE 230 VERTICAL DATUM. NORTH AMERICAN VERTICAL DATUM OF 1988 BENCHMARK. RENTON CONTROL NETWORK MONUMENT NO. 476 ELEVATION = 132.86 U.S. FEET. SITE BENCHMARK. + THE TOP OF A RAILROAD SPIKE ON THE WEST FACE OF A UPLITY POLE EAST OF THE SITE ELEVATION: 172.19 U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET. (CONTOURS BASED ON ACTUAL FIELD SURVEY.) Cramer Northwest Inc® 7-4 Surveyors Planners & Engineers P.O. Box 158, Kent, Washington 980351tV Of ento,,1 (253)852-4880 (local) Planning Division W 1—(800)251-0189 (toll free) Q (253)852-4955 (fax) JUN 5 2v L E—MAIL: cni®cramernw.com INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: N.E. 1/4, S.E. 1/4, SEC. 19, T. 23 NORTH, R. 5 EAST, W.M. H:\TModel\Projects\2011 \2011-104S-05-21-12. pro DRAWN BY: DATE: JOB NO.: O.B.H. Thu., May. 24, 20121 201 1-104 CHECKED BY: SCALE: SHEET: O.B.H. 1 inch = 20 FT 2 OF 2