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HomeMy WebLinkAboutLarge Format0 a� LO to 0 N N m TREES (1) TO BE RETAINED REMOVED DURING/ CONSTRUCTION - REPLACE 4 F 9 Yysb� o TREE TO BE RETAINED REMOVED DURING CONSTRUCTION / r / D / / A LOCATION CONFLICTS WITH a°oo2q INFILTRATION TRENCH - TO BE 9 REMOVED AND REPLACED 2 4� / REMOVAL APPROVED PER / CITY ARBORIST - POOR HEALTH & POTENTIAL HAZARD y / / / A 2 / / / / / Tree Replacement Plan -' 1 " " 30'-011 0 I I I I I I I I I t�tq 3 I I �I ALL TREES ALONG PROJECT EDGE REMOVED DUE TO ROOT CONFLICTS 0 ---� 0 — ------------ 0 X I ------------ I I I I I I I I I I I I I TREES (1) TO BE RETAINED REMOVED DURING CONSTRUCTION - REPLACE I I � o I I I � I• ----------------- 0 n ------------------ ----------------- \" Q ° In w y 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 0 �I I I I I I I I -� 25'-0" 25'-0" 25'-0" i 25'-0" i 25'-0''4�� 25'-0" A o nn190s6 e , 2 25'-0" 1_ 25'-0" i 25'-0" 25'-0" O� O O o 40y — —_ < O N \ req}%»6�' °�•'_ ° l to — OJ L CV\� O� o ea A/r,.6E.6Do0N — a ,00 66Z TREES (1) TO BE RETAINED do 4o` REMOVED DURING CONSTRUCTION - REPLACE MAGNU00"LIA LANE, TREES (2) TO BE RETAINED REMOVED DURING CONSTRUCTION - REPLACE Oq n'a �2oaoy° TREES (2) TO BE RETAINED REMOVED DURING CONSTRUCTION - REPLACE 0 CL .r U TREE LEGENUr" z 06 0 TREES APPROVED TO BE REMOVED PER �- �()U t ° APPROVED TREE RETENTION PLAN Inning Division D [PD 0 0) TREES TO BE RETAINED PER APPROVED TREE RETENTION PLAN Dat TREES REMOVED OR TO BE REMOVED DEEMED TO S-ek 1eer From IVo�seF ° BE RETAINED PER APPROVED RETENTION PLAN pono k V-es+5-, C'�,(,° 4-1REPLACEMENT TREES - 3" CALIPER CITY STANDARD TREE (UPSIZED BY 1" TO AS PART OF - TREE REPLACEMENT PROGRAM - 3" CALIPER TREE) REPLACEMENT TREES - 2" CALIPER Project Status TREES REMOVED = 9 X 18" = 162" TREES REMOVED = 1 X 12" = 12" PER COR DUE TO HEALTH Tree Replacement TOTAL TREE CALIPER REQUIRED =174" Plan 3" CALIPER REPLACEMENT TREES = 36 X 3" = 108" 3" CALIPER TREES (2" COR STANDARD PLUS 1" CALIPER REPLACEMENT) = 24 X 1" 24" 2" CALIPER REPLACEMENT TREES = 21 X 2" = 42" PROJECT NO: 1302 J 155UE DATE: 2015-02-12 DPAWN BY: TGG TOTAL TREE CALIPER PROVIDED = 174" CHECKED BY: TGC 0 z .. LL i, { �y� 4) ria Y. TREE LEGENUr" z 06 0 TREES APPROVED TO BE REMOVED PER �- �()U t ° APPROVED TREE RETENTION PLAN Inning Division D [PD 0 0) TREES TO BE RETAINED PER APPROVED TREE RETENTION PLAN Dat TREES REMOVED OR TO BE REMOVED DEEMED TO S-ek 1eer From IVo�seF ° BE RETAINED PER APPROVED RETENTION PLAN pono k V-es+5-, C'�,(,° 4-1REPLACEMENT TREES - 3" CALIPER CITY STANDARD TREE (UPSIZED BY 1" TO AS PART OF - TREE REPLACEMENT PROGRAM - 3" CALIPER TREE) REPLACEMENT TREES - 2" CALIPER Project Status TREES REMOVED = 9 X 18" = 162" TREES REMOVED = 1 X 12" = 12" PER COR DUE TO HEALTH Tree Replacement TOTAL TREE CALIPER REQUIRED =174" Plan 3" CALIPER REPLACEMENT TREES = 36 X 3" = 108" 3" CALIPER TREES (2" COR STANDARD PLUS 1" CALIPER REPLACEMENT) = 24 X 1" 24" 2" CALIPER REPLACEMENT TREES = 21 X 2" = 42" PROJECT NO: 1302 J 155UE DATE: 2015-02-12 DPAWN BY: TGG TOTAL TREE CALIPER PROVIDED = 174" CHECKED BY: TGC I 2" MAX. UNDISTURBED GROUND — 12" MIN. FOR WOOD — STAKES & 18" FOR REBAR STAPLE TREE L REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES OR APPROVED EQUAL DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH �--IN HEAVY SOILS, AUGER 8"x6' DEEP 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 NOT TO SCALE LANP5CAPS H0�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. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 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 AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. 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 WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. PLANT 5GHFPULF 60fAN04, NAME COMMON NAME TPTF5 Betula jacquemonti; Jacquemontii Pirch Acer freeman! 'Autumn �I aze' *- Maple hyrus calleryana 'Capital' , Flowerinq Pear Acer palmatum 131 oodgood' 4-� Japanese Maple 4 TOTAL LOT5 X 2 Vp 1�5/ LOT MINIMUM - 8 T T? 5 FMUIFEP 5HPW5 anj ROW COVFF, DV Viburnum davidiik SPECIFIED TREE STAKE(S)— TAKES)—INSTALL Nandina d omestica 'Fire {ower' cr INSTALL"TREE BOOT" OR Heavenly Bamboo _ "ARBORGARD" IN LAWN AREAS. Helictotrichon sempervirens- w 05W5 hybridus LANb5CAPIN6 r0 �F IN5f&A Fb A5 Mf Lavandula sp� PLANT TREE 1 "-2" HIGHER — Arctostaphyllos uva-ursi� N0 THAN IN NURSERY OF FLAB" IMTOVMNf5 6 ¢ WATERING BASIN 10' WIbTN LANb5CPPF MFFI� l- fo ROOT DEFLECTOR FOR TREE : ADJACENT TO SIDEWALKS IN5f&L�b A5 PApT OF �ULPIN6 P�rMI1 DRAFTING BY: SPECIFIED PLANTING SOIL- _R UNDISTURBED GROUND — 12" MIN. FOR WOOD — STAKES & 18" FOR REBAR STAPLE TREE L REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES OR APPROVED EQUAL DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH �--IN HEAVY SOILS, AUGER 8"x6' DEEP 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 NOT TO SCALE LANP5CAPS H0�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. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 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 AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. 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 WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. PLANT 5GHFPULF 60fAN04, NAME COMMON NAME TPTF5 Betula jacquemonti; Jacquemontii Pirch Acer freeman! 'Autumn �I aze' *- Maple hyrus calleryana 'Capital' , Flowerinq Pear Acer palmatum 131 oodgood' 4-� Japanese Maple 4 TOTAL LOT5 X 2 Vp 1�5/ LOT MINIMUM - 8 T T? 5 FMUIFEP 5HPW5 anj ROW COVFF, DV Viburnum davidiik (D Nandina d omestica 'Fire {ower' cr Carex toAacea Heavenly Bamboo Miscanthus sinens!s 6 Helictotrichon sempervirens- �p 05W5 hybridus Nue Oat Grass Lavandula sp� \ Arctostaphyllos uva-ursi� 0 Lawn QTY 51z� PTMAPK5 2 2" cal 3 2" cal 2" cal 3 6' ht 11 Tr?��5 �r?ovle�e bavid Viburnum 0 1 gallon Oranqe Sedge 0 1 gallon Heavenly Bamboo 6 1 gallon Maiden Grass 10 1 gallon Nue Oat Grass 10 1 gallon Pockrose 0 1 gallon Lavender 6 1 gallon KInniklnnik 185 I gallon Note Adjust ground cover based on installed driveway locations, typical Considered drought tolerant in Pacific Northwest once established Full and Matchinq Full and Matchinq Full and Matchinq Full and Matchinq Full and Matchinq Full and Matchinq Full and Matchinq Full and Matchinq Full and Matchinq Full and Matchinq Full and Matchinq Full and Matchlnq/ Plant 30" o c, NOM 0 20 40 Li a O z .S U L m STATE OF � O WASHINGTON � 1S z E D LAND A H ECT APR 2 2013 () z z 0 mw - DRAFTING BY: JEFF M. VARLEY DATE: CERTIFICATE No. 774 U v AS SHOWN L — 01 Li a O z .S U L m m P11 WE � O OO � 1S z m P11 WE SHEET 1 OF OO z APR 2 2013 DESIGNER: JMV DRAFTING BY: JMV DATE: 4-16-13 SCALE: AS SHOWN L — 01 80 SHEET 1 OF 3 � m � z 0 O -,. mfn G)a0c T om ro m --t z -i 0 FI BI S' CITY OF RENTON SHORT PLAT RENTON, WA LUA13-000514 LND-20-0581 OWNER'S DECLARATION: WE THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE [AND CONTRACT PURCHASER(S)] OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT PLAT THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. c ENDURE INVESTMENTS, LLC MIKE WOODBRIDGE NOTARY: STATE OF WASHINGTON) ss COUNTY OF KING ) ON THIS DAY PERSONALLY APPEARED BEFORE ME MIKE WOODBRIDGE TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGES THAT HE/SHE SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. Y� GNEN UNDER MY HAND AN OFFICIAL SEAL THIS I ` DAY OF T2014. k R.rA1 0,NAT `a`5g1tiN 0. + 'TA/ ' �4 s .fir O R j 'A i 4 s' O d' �1'�TLE: -V 4, •a i G M1 PJ5 .A VY APPROVAL COMM ENT EXPIRES: OI �� !1 0 CITY OF RENTON ADMINISTRATOR PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THISDAY OF7'-_r1 _% , 2014 n A ADMINISTRATOR KING COUNTY DEPARTMENT OF ASSESSMENTS G EXAMINED AND APPROVED THIS'- AIDAY OF, ,2014 HwvuN i ilumrstrc ou I nu -u 1z5 ""7m_r1Ctl-%ATC CONFORMED COPY CITY OF RENTON SPM 138.00 PAGE -001 OF 001 09/24/2014 09:24 5Uh' I . Ur Kti.UMuJ C�, DECLARATION OF COVENANT THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW PRIVATE EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT THE OWNERS OF LOTS 3 AND 4 OF THIS SHORT PLAT, TOGTHE ITH LOTS 1 - 4 OF SHORT PLAT UNDER RECORDING NUMBE L' 0`,. 0641 - AND LOTS 1 - 4 OF SHORT PLAT UNDER RECORDING NUMBER ( ' " �`fJ '`% SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. THE PRIVATE ROAD MUST REMAIN OPEN AT ALL TIMES FOR EMERGENCY AND PUBLIC SERVICE VEHICLE ACCESS. GENERAL NOTES 1. THIS SURVEY IS BASED UPON THE SUBDIVISION GUARANTEE PROVIDED BY STEWART TITLE GUARANTY COMPANY, ORDER NO. 01148-31539, DATED APRIL 28, 2014 AT 8:00 AM 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090 AND WAC 332-130-100. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JULY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 5. THE CITY IS ONLY RESPOSIBLE FOR THE MAINTENANCE OF PUBLICLY OWNED INFRASTRUCTURE AND WILL NOT MAINTAIN ANY PRIVATE FACILITIES WITHIN THE EASEMENT AREA HOMEOWNERS ASSOCIATION NOTE HOME WNE S ASSOCIATION HAS BEEN ESTABLISHED PER RECORDING NUMBER b o c�`c SURVEY REFERENCES 1. CITY OF RENTON SHORT PLAT NO. LUA-07-088-SHPL AS RECORDED UNDER KING COUNTY RECORDING NO. 20090624900006 -2. CITY OF RENTON MONUMENT DATABASE STORMWATER NOTES 1- DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF STORMWATER FACILITIES AND BMP AS RECORDED UNDER KING COUNTY RECORDING NUMBER , / L141 1(1 e)06 %) 2. THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS SHORT PLAT ENCUMBERED WITH DRAINAGE FACILITIES REQUIRED BY PLAT DESIGN, COVENANT OR CONDITION, HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID PROPERTY FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. VICINITY MAP NTS SURVEYOR'S CERTIFICATE VI IN THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY OF SITE ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF ENDURE INVESTMENTS, kLC IN JUNE 2014 CERTIFICATE NO.: 38964 K O z w 0O (q z m � o p m wlrn c m A Z RECORDING NO. ORIGINAL LEGAL DESCRIPTION LOT 11, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BASIS OF BEARINGS HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91, AS ESTABLISHED BY SURVEY REFRENCE #1, COMBINED GRID FACTOR 1.0000000. NE 7TH STREET N88°4849"W _ 1318.09' (M) 1318.13 (R1) FOUND TACK & 901.59' o IN MONUMENT CASE N: 183416.66 q E: 1308742.71 10' FRANCHISE UTILITY EASEMENT _ — N88048'49"W 95.96' PUBLIC SEWER EASEMENT KC REC # o)ya3�7yQ0016 SET REBAR & CAP (TYPICAL) �5 r9_1 vo 10' FRANCHISE UTILITY EASEMENT STORMWATER VAULT TO BE MAINTAINED BY THE CITY PUBLIC STORM EASEMENT KC REC # 000/01 0 0 N 20' LOT 1 N VOL./PAGE w E GRAPHIC SCALE 20 0 20 40 80 =_ !%mmmmmmolill g 1 INCH = 40 FT. i FOUND TACK & LEAD IN MONUMENT CASE N: 183389.37 E: 1310060.52 FENCE, WALL AND HEDGES SETBACK ft-4 ER CITY CODE AL) �o m Co z 02 ^, m mmz 6,717 S.F. m (0.154 ACRES) 22.0- 3521 NE 7TH ST N88048'49"W 95.96 LOT 2 6,046 S.F. (0-139 ACRES) 3527 NE 7TH ST 20' I N88°48'49"W 95.96 LOT 3 7,965 S.F. (0.183 ACRES) I 3516 NE 6TH CT — —1 N88°48'49"W N 95.97 23'_I NE 6TH CT �- hF '11M1 51'.- '!i:'A•SI z I.I. rTM1 SI 11 '21 51 n 3 h_ xM1 Pi Fcllc+ R.rlcn 'K fBG..r �I_rUtll 51 r:EIGN Sr 'y 1L""St h_AlPI ' KF.v "'�nP. IE Gln 51 �E am c'�T '�" VE n11 St H M1�'r �M1sm R � _ QEF Vi TF � 13rJn�4 K rL e;ne Q n 91h 51 1 1 E+'�Rx GtMtt L Nr :l•51 N.Y^/.f AE E�Ct t,n Sl � e NE `+In vi 2 •I e„aa�q� c hE v, PI m ,+ ftWdegn y rr Bu Ju» F = } 61�4aq F HvcWrp D s � D-ny A BtnYI� C .. tNE IL..IN. s: NE4T &t 1ffi}N 51 40.5< r aM1 hici rvcr` s CR. SE E z, GH:- _ _ VICINITY MAP NTS SURVEYOR'S CERTIFICATE VI IN THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY OF SITE ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF ENDURE INVESTMENTS, kLC IN JUNE 2014 CERTIFICATE NO.: 38964 K O z w 0O (q z m � o p m wlrn c m A Z RECORDING NO. ORIGINAL LEGAL DESCRIPTION LOT 11, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BASIS OF BEARINGS HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91, AS ESTABLISHED BY SURVEY REFRENCE #1, COMBINED GRID FACTOR 1.0000000. NE 7TH STREET N88°4849"W _ 1318.09' (M) 1318.13 (R1) FOUND TACK & 901.59' o IN MONUMENT CASE N: 183416.66 q E: 1308742.71 10' FRANCHISE UTILITY EASEMENT _ — N88048'49"W 95.96' PUBLIC SEWER EASEMENT KC REC # o)ya3�7yQ0016 SET REBAR & CAP (TYPICAL) �5 r9_1 vo 10' FRANCHISE UTILITY EASEMENT STORMWATER VAULT TO BE MAINTAINED BY THE CITY PUBLIC STORM EASEMENT KC REC # 000/01 0 0 N 20' LOT 1 N VOL./PAGE w E GRAPHIC SCALE 20 0 20 40 80 =_ !%mmmmmmolill g 1 INCH = 40 FT. i FOUND TACK & LEAD IN MONUMENT CASE N: 183389.37 E: 1310060.52 FENCE, WALL AND HEDGES SETBACK ft-4 ER CITY CODE AL) �o m Co z 02 ^, m mmz 6,717 S.F. m (0.154 ACRES) 22.0- 3521 NE 7TH ST N88048'49"W 95.96 LOT 2 6,046 S.F. (0-139 ACRES) 3527 NE 7TH ST 20' I N88°48'49"W 95.96 LOT 4 7,923 S.F. (0.182 ACRES) 3517 NE 6TH CT CO NE 7TH PLACE I COPPER TK IN LEAD IN CASE AT Z. THE INTERSECTION OF MONROE owo AVE NE & NE 7TH PL CR MON #721 a, N: 182948.37 E: 1308743.97 N89°05'57"W 2648.12 (R1) (BASIS OF BEARINGS) _ NE 4TH STREET N89°06'0611W 2648.08 (CITY) 4" BD W/ PUNCH IN CASE AT 1/8" COPPER TACK IN CONCRETE IN THE INTERSECTION OF CASE AT THE INTERSECTION OF MONROE AVE NE & NE 4TH ST UNION AVE NE & NE 4TH ST CR MON #1502 C/R MON #1503 C 18 ON #10 N: 181067.883(CR) 181067.773 (M) M. 4OA07AO n� E: 1311396.674(CR) 1311396.719 (M) SNORT SUBDIVISION WOL WA ENDURE INVESTMENTS, LLC H 'b 0 3517 NE 7TH STREET�s��G 38964 �q RENTON, WA 98056 sI°NAL L 2014, SITE SURVEYING, INC., ALL RIGHTS RESERVED 22' SHARED DRIVEWAY AND UTILITY EASEMENT (PRIVATE) 0 � o z�NOP�p.p N p G� �( 12 o P 5\,`L CD C� M F� 0 w b PUBLIC WATER N EASEMENT KC REC # 0/5 6 fQ160D/o j0 PRIVATE ACCESS AND UTILITY EASEMENT 0 N V, .p NORTH LINE OF BALCHS ALBERT PRIES. PARK 3 \ \ ��N,�- \ I PROJECT#: 13-037M SHEET: 1 OF 1 NW 1/4, SE 1/4, SEC 09, TWP 23N, RNG 5E, W.M. www.sitesurveymapping.com 21923 NE 11th Street Sammamish, WA 98074 Phone: 425.298.4412 LOT 3 7,965 S.F. (0.183 ACRES) I 3516 NE 6TH CT — —1 N88°48'49"W N 95.97 23'_I NE 6TH CT LOT 4 7,923 S.F. (0.182 ACRES) 3517 NE 6TH CT CO NE 7TH PLACE I COPPER TK IN LEAD IN CASE AT Z. THE INTERSECTION OF MONROE owo AVE NE & NE 7TH PL CR MON #721 a, N: 182948.37 E: 1308743.97 N89°05'57"W 2648.12 (R1) (BASIS OF BEARINGS) _ NE 4TH STREET N89°06'0611W 2648.08 (CITY) 4" BD W/ PUNCH IN CASE AT 1/8" COPPER TACK IN CONCRETE IN THE INTERSECTION OF CASE AT THE INTERSECTION OF MONROE AVE NE & NE 4TH ST UNION AVE NE & NE 4TH ST CR MON #1502 C/R MON #1503 C 18 ON #10 N: 181067.883(CR) 181067.773 (M) M. 4OA07AO n� E: 1311396.674(CR) 1311396.719 (M) SNORT SUBDIVISION WOL WA ENDURE INVESTMENTS, LLC H 'b 0 3517 NE 7TH STREET�s��G 38964 �q RENTON, WA 98056 sI°NAL L 2014, SITE SURVEYING, INC., ALL RIGHTS RESERVED 22' SHARED DRIVEWAY AND UTILITY EASEMENT (PRIVATE) 0 � o z�NOP�p.p N p G� �( 12 o P 5\,`L CD C� M F� 0 w b PUBLIC WATER N EASEMENT KC REC # 0/5 6 fQ160D/o j0 PRIVATE ACCESS AND UTILITY EASEMENT 0 N V, .p NORTH LINE OF BALCHS ALBERT PRIES. PARK 3 \ \ ��N,�- \ I PROJECT#: 13-037M SHEET: 1 OF 1 NW 1/4, SE 1/4, SEC 09, TWP 23N, RNG 5E, W.M. www.sitesurveymapping.com 21923 NE 11th Street Sammamish, WA 98074 Phone: 425.298.4412 i CITY OF RENTON SHORT PLAT NO. RENTON, WA LUAXX-== LN D-XX-XXXXX GRANTOR (Owners): ENDURE INVESTMENTS, LLC GRANTEE: CITY OF RENTON KING COUNTY, WASHINGTON 11 2 STEWART'S HIGHLAND ACRES TR 43/17 LOT BLOCK PLAT VOL/PAGE ASSESSOR'S PROPERTY TAX PARCEL# 801110-0125 OWNERS DECLARATION: WE THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE [AND CONTRACT PURCHASER(S)] OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT PLAT THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. ENDURE INVESTMENTS, LLC MIKE WOODBRIDGE NOTARY: STATE OF WASHINGTON) ss. COUNTY OF KING ) ON THIS DAY PERSONALLY APPEARED BEFORE ME MIKE WOODBRIDGE TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGES THAT HE/SHE SIGNED THE SAME AS HIS/HEY' FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. GIVEN HNDER MY HAND AND OFFICIAL SEAL THIS DAY OF .2014. SIGNATURE: NAME AS COMMISSIONED: MY APPOINTMENT EXPIRES: APPROVAL CITY OF RENTON ADMINISTRATOR PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS DAY OF 2014 ADMINISTRATOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF_ ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER: 801110-0125 2014 RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF 12014 AT M IN BOOK OF SURVEYS, PAGE AT THE REQUEST OF SITE SURVEYING, INC. MANAGER SUPT. OF RECORDS DECLARATION OF COVENANT THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW PRIVATE EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1 - 4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. GENERAL NOTES 1. THIS SURVEY IS BASED UPON THE SUBDIVISION GUARANTEE PROVIDED BY STEWART TITLE GUARANTY COMPANY, ORDER NO. 01148-30989, DATED APRIL 8, 2014 AT 8:00 AM 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090 AND WAC 332-130-100. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JULY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. SURVEY REFRENCES 1. CITY OF RENTON SHORT PLAT NO. LUA-07-088-SHPL AS RECORDED UND =.R KING COUNTY RECORDING NO. 20090624900006 2. CITY OF RENTON MONUMENT DATABASE PROJECT NOTES SURVEYOR: PROPERTY OWNER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE: SITE SURVEYING, 1111aC. 21923 NE 11TH STREET SAMMAMISH, WA 98074 PHONE: 425.298.4412 ENDURE INVESTMENTS, LLC 3517 NE 7TH STREET RENTON, WA 98056 801110-0125 3517 NE 7TH STREET RENTON, WA 98056 R-8 CITY OF RENTON 28,651 S.F. (± 0.658 ACRES) AS SURVEYED SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF ENDURE INVESTMENTS, LLC IN JUNE 2014 CERTIFICATE NO.: 38964 O z z O M A a T C° D co < �j Fri (qfr z C RI z m RECORDING NO. ORIGINAL LEGAL DESCRIPTION LOT 11, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BASIS OF BEARINGS HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91, AS ESTABLISHED BY THE CITY OF RENTON, COMBINED GRID FACTOR 1.0000000. NE 7TH STREET N88'48'49"W (BASIS OF BEARINGS) _ —A 1318.09' FOUND TACK & LEAD V 901.59' wo IN MONUMENT CASE N: 183416.66 I o E: 1308742.71 10' FRANCHI�E UTILITY EASEME iT N88048'49"W 95.96' � 0 20' % 20' 207 —� o /— 6,7107TS.F . I Ip (0.154 ACRES) 5' 10' N �7 0 S FENCE, WALL AND HEDGES SETBACK LINE PER CITY CODE (TYPICAL) zI z W �Iw — — — W W z o -- — 95.96 N Z S zI �G�� 010 LL P ��2• 0 0 20' 22' SHARED 22. N ULRIVEWAY AN IITY EASEMENT (PRIVATE)N88 4849"4 ° 1 1 95.96 c — — — N88048'49"W ` W z o -- — 95.96 N C) uj Z o LOT 3 I LOT 2 W 6,046 S.F. (0.139 ACRES) CL Lu N 20' I 4 W (0.183 ACRES) co to a� `S o 26' Pl'�BLIC STORM C J co EASEMENT c A 26' PRI ~ TE ACCESS AND UTILITY\lAl _ \� 10' FRANCHISE EASEMENT UTILITY EASEMENTN88°48'49 95.97 23' — — — 10' ! NCHISE UTILITY EASEMENT STORM z i.- -�-- VAULT < w I co 0')O- U) LOT 4 --C) W 7,923 S.F. w (0.182 ACRES) UI M — 95_97' — 95.97' 36"W �� N8805118"' ;06 1 ( 7AVE MENT IN CASE AT THE z SECTION OF MONROE Cl 89.9 E & NE 7TH PL cwo coo CR MON #721 w a, N: 182948.37 E: 1308743.97 N89°06'06"W 2648.08 (CITY) N89°05'57"W 2648.12 (M) MONUMENT IN CASE AT THE 1/8" COPPER TACK IN CONCRETE IN INTERSECTION OF MONROE CASE AT THE INTERSECTION OF AVE NE & NE 4TH ST UNION AVE NE & NE 4TH ST C/R MON #1503 CR MON #1502 C 181109.1540 N: 181067.883(CR) 181067.773 (M) E: 1308748.93 E: 1311396.674(CR)1311396.719(M) SNORT SUBDIVISION WDLo �) gF WAg�r ENDURE INVESTMENTS, LLC 30'17 NE 7TH STREET �,s� �'� C 38 T V q tS's t S T E RENTON, WA 98056 ZONAL LAIW (D 2014, SITE SURVEYING, INC., ALL RIGHTS RESERVED EXPIRES: PX'��eP�v 3 VOL./PAGE E GRAPHIC SCALE 20 0 20 40 80 1 INCH = 40 FT. i FOUND TACK & LEAD IN MONUMENT CASE N: 183389.37 m E: 1310060.52 I z 0 CR < N m z c m z m PROJECT#: 13-037M SHEET: 1 OF 1 NW 1/4, SE 1/4, SEC 09, TWP 23N, RNG 5E, W.M. www.sitesurveymapping.com 21923 NE 11th Street Sammamish, WA 98074 Phone: 425.298.4412 — — — N88048'49"W ` z o -- — 95.96 N C) co o LOT 3 7965SF ( 4 W (0.183 ACRES) co to a� `S o 26' Pl'�BLIC STORM C J co EASEMENT c A 26' PRI ~ TE ACCESS AND UTILITY\lAl _ \� 10' FRANCHISE EASEMENT UTILITY EASEMENTN88°48'49 95.97 23' — — — 10' ! NCHISE UTILITY EASEMENT STORM z i.- -�-- VAULT < w I co 0')O- U) LOT 4 --C) W 7,923 S.F. w (0.182 ACRES) UI M — 95_97' — 95.97' 36"W �� N8805118"' ;06 1 ( 7AVE MENT IN CASE AT THE z SECTION OF MONROE Cl 89.9 E & NE 7TH PL cwo coo CR MON #721 w a, N: 182948.37 E: 1308743.97 N89°06'06"W 2648.08 (CITY) N89°05'57"W 2648.12 (M) MONUMENT IN CASE AT THE 1/8" COPPER TACK IN CONCRETE IN INTERSECTION OF MONROE CASE AT THE INTERSECTION OF AVE NE & NE 4TH ST UNION AVE NE & NE 4TH ST C/R MON #1503 CR MON #1502 C 181109.1540 N: 181067.883(CR) 181067.773 (M) E: 1308748.93 E: 1311396.674(CR)1311396.719(M) SNORT SUBDIVISION WDLo �) gF WAg�r ENDURE INVESTMENTS, LLC 30'17 NE 7TH STREET �,s� �'� C 38 T V q tS's t S T E RENTON, WA 98056 ZONAL LAIW (D 2014, SITE SURVEYING, INC., ALL RIGHTS RESERVED EXPIRES: PX'��eP�v 3 VOL./PAGE E GRAPHIC SCALE 20 0 20 40 80 1 INCH = 40 FT. i FOUND TACK & LEAD IN MONUMENT CASE N: 183389.37 m E: 1310060.52 I z 0 CR < N m z c m z m PROJECT#: 13-037M SHEET: 1 OF 1 NW 1/4, SE 1/4, SEC 09, TWP 23N, RNG 5E, W.M. www.sitesurveymapping.com 21923 NE 11th Street Sammamish, WA 98074 Phone: 425.298.4412 w W .r 131.00° fl]88°4 °0"7`W (BASIS OF BEARINGS) 1105.64' —7 — c w 3' BOIL ARD_/ AT CORNER w PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 20 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON w r NE 7TH STREET t w 131&09'N88 -49'07W (BASIS OF 1 t .......�_ ��a.. N88° 6"W .97' __ ,O • ,�Cj C VV w / l 224.51' NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 7—TREES TO BE SAVED (RETAINED) 9—TREES TO BE REMOVED vp 9 5 2013 GRAPHIC SCALE 20 0 20 40 horizontal scale feet d O N No �• r - o N Y o m Z Z a O w x Q U) n^ �z �o oz0`- 0-- Z o �z< :�Eo� w -z ry W z Q 0 0 o L U v r w m w 1 U m rn � M 00 Ol C �Z Q 0 L,0 L, >R U Z J 2 U, U Z ? U Z O Z U U � O Q Z a � U N o > 0 0 � 6 w Z ei qa 0 w W U asa (/1 U U z Z O Q F- 0 �- Lu U Lu I --Z Lu I � � 2 cn DATE 04/22/2013 I I n - Q I I W Q I 0 I I I � m Z O V) w I I I Of I o Z w W .r 131.00° fl]88°4 °0"7`W (BASIS OF BEARINGS) 1105.64' —7 — c w 3' BOIL ARD_/ AT CORNER w PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 20 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON w r NE 7TH STREET t w 131&09'N88 -49'07W (BASIS OF 1 t .......�_ ��a.. N88° 6"W .97' __ ,O • ,�Cj C VV w / l 224.51' NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 7—TREES TO BE SAVED (RETAINED) 9—TREES TO BE REMOVED vp 9 5 2013 GRAPHIC SCALE 20 0 20 40 horizontal scale feet Cf) w� w �o a 0 R-+ Z Cq w w E- Ct � 1 zNW �x�WQ z.. �ooxU �' H o r - � U ON A O Z w I m a 0 Lu (DZ V U) w 0 d ° Z- J ° �• n ��� °<j Q° Cf) w� w �o a 0 R-+ Z Cq w w E- Ct � 1 zNW �x�WQ z.. �ooxU �' H o r - � U ON A O Z w I m a 0 Lu (DZ V U) w 0 SHEET 1 OF 1 d a_ U) n^ Z 0 w Z 3: :E <v v r w w Lel o® 0 W Z W Lu Z W z Z O F- 0 �- Lu U Lu I --Z Lu � 0 J U 2 cn DATE 04/22/2013 JOB NO. DWG NO. SHEET 1 OF 1 Io o 0 % 00 O Uo �; O > 0 0 >> V) 0 W Z D Z 3 N O asa 6 W U Z N d\- Y 0 9 w Z 3 w .- t I 0— a 0 in Q Az F—/ O ry ozC-. �. � cn w< o �z< :�ioJ Cz �w ry w z J _ ZU ZZ- Z N Z OO O U Z 2 ~O Q O Z!� Q � U N z O Cn w m w 80 5764, — — OFIU \ 7777 0 t� �w 0 w O , A/ (BASIS OFBEARINGS) G JOHL 0� 0 % 00 O Uo �; O > 0 0 >> V) 0 W Z D Z 3 0 Y w U O asa 6 W U V � �Dz°CU w I 0— > I I n— m -i—� Z Q W Z Z z w Z W 0 w O I— z w U w w I ~Q 2 cA DATE 04/22/2013 I DWG NO. I � SHEET I m OF I z O Cn w m w 80 5764, — — OFIU \ 7777 0 t� �w 0 w O , A/ (BASIS OFBEARINGS) G JOHL 0� r 1. v % U) m m �Pl) PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON j %f l NE TH STREET PROPOSED 8" /SEWER t i 6#88'49'0? -t/ {BASIS'OF BEARINGS] — — = =--- — 12'SOT RM PIPE 10 I c G ' STORM INLET—,---- �� -- c ��# � _I7777. ,. 7777:. ._ ,.—.=o.. 'f , €. i t v ____________ 7777.. �a as 3 � . .:.' ,.> '..: •.. .. . � �. .. . 95.96' a 0 r 0 i 0 OECK / P Cp 97' 04, .................. 7777.. .... e . 0 0 \f N88°51'�"W` 5.97' �0. �l 51) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 IR 2 % 20i3 GRAPHIC SCALE 20 0 20 40 horizontal scale feet Lu Q 0 O > W V J r 1. v 00 O Uo �; m � (7 r 0 E. H m O U Lh Z N W 4 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 IR 2 % 20i3 GRAPHIC SCALE 20 0 20 40 horizontal scale feet Lu Q 0 O > W V J r 1. v 00 O Uo �; m � (7 r 0 E. H m O U Lh Z N W W W U V �Dz°CU w �0z�z > W m -i—� Z Q W Z Z z w Z Lij 0 r 1. v J CLZ O W W w W -i—� W Z Z z w Z Lij ~ z w O I— z w U w w d J U 2 cA DATE 04/22/2013 JOB NO. DWG NO. SHEET 1 OF L"A ICI GRAPHIC SCALE 10 0 10 20 40 I INCH = 20 FT. FOUND TACK & LEAD IN z MONUMENT CASE Lij D I z L Li z 0 `�, 0 — — r/ o °)) Gj N a � L Q � I z O I VICINITY MAP NTS LEGAL DESCRIPTION LOTS 11 AND 12, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON i THE PLAT OF STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASH INGTON.ACCEPTED ABEARING OF S 88°49'07" E FOR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN FEBRUARY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. DATUM POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 381.600 FEET (116.312 METERS) NAVD 88. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. v G OHU S RIM = 42 AINVE-N=41 V FOUND MONUMENT AS DESCRIBED ASPHALT SURFACE W ® is p r V CORNER CEDAR © (z FOUND TACK & MAPLE j. z MONUMENT m CASE llJ I N z ci W D (; �) z zo � o N y U7 co L 0 W W > `" � O Q U z W W U) w m Ne 101 'St I'll - 0 0 T- W WATER METER (n —1 — HOGWIRE FENCE n —SS— APPROXIMATE LOCATION SANITARY SEWER LINE z r_ w APPROXIMATE LOCATION STORM E' —SD— - o — X— CHAINLINK FENCE ® Ev roiE r�:gn � —o— WOOD FENCE Nl Klv3 fi N� ti Ng_ t'0 _.7 Heil fb3i S.X� �d""A dz 7 $s e4 ° ie Wt NE W, P1 ^� :n T7 'fib , gk f x l ,f us s f{t IdR- 1'.;c. eth C! In NF 141 V � tirq t,.f„tr&n�J tv �. a.,'al Cft k� Li fil'., [ i d�f•O �: i' M. cE� V” I�,�,1 aiE 1b y owl R4 3 Iii I.SiC ea E 3N I tf Epi ��. VICINITY MAP NTS LEGAL DESCRIPTION LOTS 11 AND 12, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON i THE PLAT OF STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASH INGTON.ACCEPTED ABEARING OF S 88°49'07" E FOR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN FEBRUARY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. DATUM POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 381.600 FEET (116.312 METERS) NAVD 88. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. v G OHU S RIM = 42 AINVE-N=41 V PROJECT INFORMATION SURVEYOR: FOUND MONUMENT AS DESCRIBED ASPHALT SURFACE W ® V lJ p r V CORNER CEDAR © (z FOUND TACK & MAPLE LEAD IN z MONUMENT m CASE llJ I N z ci W D (; �) z zo � o N y U7 co L 0 W W > `" � O Q U z W W U) w m =) I I'll - 0 0 T- W WATER METER (n —1 — HOGWIRE FENCE —SS— APPROXIMATE LOCATION SANITARY SEWER LINE z PROJECT INFORMATION SURVEYOR: FOUND MONUMENT AS DESCRIBED ASPHALT SURFACE z ® SET REBAR & CAP (38964) AT PROPERTY p PINE CORNER CEDAR © POWER METER MP MAPLE GAS METER DOUGLAS FIR CH OIL FILL HL HOLLY CATCH BASIN MULTI -TRUNK ^® O (; �) STORM DRAIN MANHOLE SANITARY SEWER MANHOLE m WATER VALVE FIRE HYDRANT ® WATER METER —1 — HOGWIRE FENCE —SS— APPROXIMATE LOCATION SANITARY SEWER LINE w APPROXIMATE LOCATION STORM E' —SD— DRAIN LINE o — X— CHAINLINK FENCE ® CONCRETE WALL —o— WOOD FENCE PROJECT INFORMATION SURVEYOR: ROCKERY ASPHALT SURFACE CONCRETE SURFACE GRAVELSURFACE PI PINE CE CEDAR DS DECIDUOUS MP MAPLE DF DOUGLAS FIR CH CHERRY HL HOLLY * INDICATES MULTI -TRUNK PROJECT INFORMATION SURVEYOR: SITE SURVEY & MAPPING, INC. 10115 214TH AVE NE REDMOND, WA 98053 PHONE: 425.298.4412 PROPERTY OWNER: KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 TAX PARCEL NUMBER: 801110-0125 AND 801110-0130 PROJECT ADDRESS: 3517 AND 3603 NE 7TH STREET RENTON, WA 98056 ZONING: R-8 JURISDICTION: CITY OF RENTON PARCEL ACREAGE: 801110-0125 28,651 S.F. (± 0.658 ACRES) AS SURVEYED 801110-0130 28,644 S.F. (± 0.658 ACRES) AS SURVEYED (O W W) JW 000 W 7 Lu Z M Z r W LoM AhF? 5 201j PROJECT NO. 13-037-B DRAWN BY: EFJ CHECKED BY: TNW DATE: 03-01-13 'Ir C6 rn N Lo N d' N C O L M Lo O co m m c O w z a' L �r N Lo 0 E 0 0) c .Q Q m E .N 0 w w U) (D J J Q U z c� Z IL a. Q w Z) U) w I. - Fn 0 N