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Home My WebLink AboutLarge Format"', 1•>,1, ', -~~,~~-~~------~----~------------ CITY OF RENTON. WASHINGTON SHORT PLAT NO. LUA16-000173 APPROVALS DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE LND 20'-0631 OWNER'S DECLARATION KNOWN ALL PEOPLE BY lHE:SE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN lHE. LAND HEREBY SHORT SUBDIVIDED •. DO HEREBY MAKE A SHORT SUBDIVISION, THEREOF DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT THE 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 .. CHG SF, LLC A WASHINGTON LIMITED LIABILITY COMPANY BY ITS ACIOlOWLEOGEMENlS STATE OF ------) ) ss COUNTY OF ------) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT -------------SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AS THE OF CHG SF, LLC. ANO ACKNOWLEDGED IT TO BE THE FREE AND VOLUNTARY ACT OF SUCH FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. . DATED ______ _, 20_~ PRINT NAME: NOTARY PUBLIC IN AND FOR THE StATE OF \----------- MY COMMISSION EXPIRES ---- RECORDERS CERTIFICATE ........................ , .................•...... FILED FOR RECORD THIS _ DAY cif ___ _. 2016 AT __ __,M IN BOOK -· --OF ---AT PAGE ---AT THE REQUEST OF AXIS Sl)RVEY ANO MAPPING. MANAGER SUPT. OF RECORDS EXAMINED AND APPROVED lHIS vl-f DAY OFDa.. ~1:o)!L. _s..._._J .... o ..... f-h_v___.,U""":J_c"'""'0 __ w~.....,...-/9 Q4 Nl/J ~trlsP I . PORTION OF • ASSESSOR DEPUTY /ASSESSOR ATOR, DEPARTMENT Of PUBLIC WORKS ACCOUNT NO. ---'~J_2._L_3_o_·;-_":_q' ____ o_fB> __ _ N.E. 1 /4-, SW 1 /-4, SEC. 32, TWP. 23N., Rbt: 6$l!.:., W.M. LEGAL DESCRIPTION LOT 1, KING COUNTY LOT LINE ADJUSTMENT LUA-15-000845-LLA RECORDED UNDER KING COUNTY RECORDING NO. 20160222900012, IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: , . , THE EAST 270 FEET Of THE SOUTH 120 FEET AND THE NORTH 15 FEET OF THE SOUTH 135 FEET OF THE EAST 155 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET· THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 791759; AND EXCEPT THE SOUTH 60 FEET OF EAST 90 FEET THEREOF LYING WEST OF SAID COUNTY ROAD; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHING.TON FOR HIGHWAY PURPOSES BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 7205250333. AND EXCEPT THAT PORTION OF THE FOLLOWING DESCRIBED STRIP OF LANO: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT; THENCE NORTH 89"59'56" WEST, ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 12.57 FEET TO THE POINT OF BEGINNING. THENCE SOUTH 01"26'15" WEST, A DISTANCE OF 15.00 FEET; THENCE NORTH 89'59'56" WEST, A DISTANCE OF 102.45 FEET; THENCE NORTH 01'26'21" EAST, A DISTANCE OF 15.00 FEET; THENCE SOUTH 89'59'56" EAST, A DISTANCE OF 102.45 FEET. RETURNING TO .THE POINT OF BEGINNING. SCHEDULE B SPECIAL EXCEPTIONS LEGAL DESCRIPTION AND EASEMENTS SHOWN PER CHICAGO TITLE COMPANY OF WASHINGTON ALTA COMMITMENT POLiCY NO. 0063495-06 DATED MARCH 16, 2016 AT 8:00 A.M. AND UPDATED ON JUNE 24, 2016 AT 8:00 A.M. 1. THIS PROPERTY S\JBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENllTY, GENDER EXPRESSION, MEOIC::AL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE QR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 7205250333. 2. THIS PROPERTY SUBJECT TO COVENANT CONTAINED IN DEED, AND THE TERMS AND CONDITIONS THEREOF REGARDING MAINTENANCE OF APPROACH TO PARCEL E PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 7205250333. 3. GENERAL AND SPECIAL TAXES AND CHARGE$, PAY.ABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST ANO PtNAL TIES): 4. PLEASE 8£ ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN MORTGAGES OF. RECORD. IF YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT THE TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW PRIOR TO CLOSING. 5. EASEMENT FOR THE UTILITIES GRANTED TO PUGET SOUND ENERGY INC UNDER KING COUNTY RECORDING NUMBER 20160620000375. REFERENCES 1. PLAT OF GREENLEAF, VOLUME 271, PAGES 1-5 RECORDED UNDER KING COUNTY RECORDING NUMBER 20151105000048. 2. CITY OF RENTON LOT LINE ADJUSTMENT UJA-15-000845-LLA RECORDED UNDER KING COUNTY RECORDING NUMBER 20160222900012. 3. PLAT OF PANTHER LAKE GARDEN TRACTS, VOLUME 9 OF PLATS, PAGES 25 RECORDED UNDER KING COUNTY RECORDING NUMBER 18970701158676. 4. PLAT OF COUGAR MEADOWS, VOLUME 161 Of PLATS, PAGES 47-51, RECORDED UNDER KING COUNTY RECORDING NUMBER 5176141. . 5. PLAT OF VISTA HILLS, VOLUME 67 OF PLATS, PAGE 99, RECORDED UNDER KING COUNTY RECORDING NUMBER 196110315347470. 6. PLAT OF VISTA RIDGE, VOLUME 159 OF PLATS, PAGES 30-32, RECORDED UNDER KING COUNTY RECORDING NUMBER 199112241091. LAND SURVEYOR'S CERTIFICATE TH.IS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR · UNDER MY DIRECTION IN CONFORMANCE WITH STATE ANO C N STATUTES. IN OCTOBER 1, 2015. PROPERTY AREAS AND ADDRESSES TOTAL AREA OF PROPOSED SHORT PLAT: 22,983 S.F. PROPOSED RIGHT OF WAY DEDICATION: 939 S.F. PROPOSED SIDEWALK DEDICATION.: 165 S.F. PROPOSED LOTS: 3 LOT (I 1 2 3 N01ES AREA 6,902 S.F. 6,842 S.F. 8,135 S.F: ADDRESS 10730 108TH AVE SE 10736 108TH AVE SE 10742 108TH AVE SE INSTRUMENTATION FOR THIS SURVEY WAS A LEICA 1201 TOTALSTATION, PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WACS 332-130-080/090 .. ADDRESS: 18661 108TH AVE SE, RENTON, WA 98055 ' . . . ASSESSOR'S PARCEL NUMBER: 3223059088 THERE SHALL BE NO.DIRECT VEHICULAR ACCESS TO OR FROM 108TH AVENUE SOUTHEAST. LOTS 1, 2 SHALL HAVE DIRECT ACCESS FROM SE 188TH STREET. LOT 3 SHALL HAVE DIRECT ACCESS VIA THE ACCESS EASEMENT AT THE SE CORNER OF LOT 2, UNLESS AN ACCESS AND UTILITY EASEMENT IS GRANTED FROM PARCEL 6623400050. . . . THE ACCESS AND UTILITY EASEMENT ON LOT 2 IS FOR THE BENEFIT OF LOT 3 FOR INGRESS, EGRESS AND UTILITIES. TH.E OWNER OF LOTS 2 AND 3 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PAVEMENT WITHIN SAID EASEMENT AND LOT 3 SHALL BE RESPONSIBLE FOR THE UNDERLYING UTILITIES, UNTIL SUCH TIME AS AN EASEMENT IS GRANTED FROM PARCEL 6623400050. GREENLEAF II SHORT PLAT SHALL BE INCORPORATED IN THE THE ESTABLISHED GREENLEAF HOMEOWNERS ASSOCIATION AND ASSUME SHARED RESPONSIBILITY FOR THE OWNERSHIP AND MAINTENANCE OF ALL COMMON IMPROVEMENTS. A THREE (3) FOOT PUBLIC SIDEWALK .DEDICATION OVER LOTS 2 ANO 3, AS SHOWN ON SHEET 2 IS HEREBY GRANTED TO THE CITY OF RENTON AS RECORDED UNDER RECORDING NUMBER ,Jt.1/t, /~P(o oo 17.JJ RECORDS OF KING COUNTY, WASHINGTON. · . . . THE TEN (10) FOOT PRIVATE ACCESS AND UTILITY EASEMENT ALONG THE SOUTH 10' OF LOTS 1, 2, AND 3 IS FOR THE BENEFIT OF !HOSE LOTS IN COMMON AS RECORDED UNDER RECORDING NUMBER 20160620000375, RECORDS OF KING COUNTY, WASHINGTON. ; .. THE PRIVATE WATER EASEMENT AT THE SOUTHWEST CORNER OF LOT 2 IS FOR THE BENEFIT OF LOT 1. LOT 1 SHALL HAVE AN UNRESTRICTED ACCESS FOR MAINTENANCE OF ITS WATERLINE APPURTENANCES LYING WITHIN. THIS SHORT PLAT IS SUBJECT TO THE COVENANTS. CONDITIONS ANO RESTRICTIONS OF THE GREENLEAF HOMEOWNERS ASSOCIATION AS RECORDED UNDER RECORDING NUMBER 20151105000049 RECORDS OF KING COUNTY, WASHINGTON. THIS SHORT PLAT IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS . RECORDED UNDER RECORDING NUMBER J.§l~_u_olqa)/rf':4:"E._ RECORDS OF KING COUNTY, WASHINGTON S 47TH ST SE 1851H PL SE 186TH ST SE 186TH ST ... SE 192ND ST VICINITY MAP 1''=1000' www . ....,..ap.DDm · GREENLEAF II SHORT PLAT Survey & Mapping 15241 NE 90UI ST REDMOND, WA 98052 TEL 425.823-5700 FAX425.823-6700 -. -", · -,>',. 'd;,-i.,··,; 1n· t1'0t :;; .. % " ; -.~:-·;e.'J'."·c~J<-:1--,. • · ·, -, ' ' ·_.,-·,, :j, '·,F,,!:>., '.-f/.l: .. , .. h,c ,,._;,: ·· J ,,~-,~' ·-<·~ JOBNO. · ·15-131 DATE 11/7/16 DRAWN BY CHECKED BY JM/ARH ZLN SCALE NIA SHEET ·1 OF 2 CITY OF RENTON, WASHINGTON SHORT PLAT NO. LUA16-000173 LND 20-0631 LINE TABLE LINE BEARING L1 N 89'59'56" W FOUND AXIS REBAR & CAP (8/15) DISTANCE 0.07' FOUND AXIS REBAR & CAP (8/15) 57.52' FOUND AXIS REBAR & CAP (8/15} 57.52' LEGEND X ---0 • 0 E9 XCLFNC 'M>FNC SET REBAR AND CAP "AXIS 40004" FOUND REBAR AND CAP AS NOTED FOUND MONUMENT IN CASE CHAIN LINK FENCE LINE WOOD FENCE LINE ".') {,_'!>\) \._o'\ 29 >UNO 1-1/2" BRASS DISC STAMPED WllHJr. c:\ ;2 "X" IN CONC. MON IN CASE, DOWN 0.45' • • OF RENTON CONlROL MONUMENT 11866 w N 165409.13 • • . E 1303018.77 · g :g (VISITED 8/14) ~ ~ . ~" QC-, FOUND 1-1 /2" BRASS DISC STAMPED WllH "X" IN CONC. MON IN CASE, DOWN 0.5' (8/14) N 162652.92 E 1302949.68 z FOUND AXIS REBAR & CAP (8/15) OVERALL DISTANCE 217.45' N '59'56"W 217.38' FOUND AXIS REBAR & CAP (8/15) 102.41' N01 '26'15"E 15.00' FOUND AXIS REBAR & CAP (8/15) ,, ., N89"59'56"W 12.57' SEE DETAIL "B" ----<>--FOUND AXIS REBAR & CAP (8/15) LOT3 ~ 'l.~ \..0 st 0 d IN st 0 d IN .... .... LOT1 w (6,902 S.F.) • ,- $'I FOUND AXIS REBAR & CAP (8/15) ~ ,- z r' .... $'I ~ 10' PRIVATE UTILITY .... EASEMENT z & PSE EASEMENT PER ~ ri.bc REC. NO. \,.0 20160620000375 FOUND AXIS REBAR LOT2 (6,842 S.F.) PRIVATE WATER EASEMENT SEE DETAIL "A" i--2o.o'·-- . ,- ACCESS & UTILITY~ ESMT. REC. NO.loll, l?.or,.c,011'°5 st 0 " .... .... w • .... $'I ID S" .... z d ID z (8,135 S.F.) ROW RIGHT OF WAY DEDICATION TO aE DEDICATED PER RECORDING NUMBER (939 S.F.) FOUND AXIS REBAR 2o!~ 11::0fe 00115"-f ~&~C.iAPllia;;(8•/•15illli)-~~6~7~.5~3'~~~~.,._-~~ .. ,..J.~-----.., -_N_8~4'.?90-.0·~1.-"'!f_ -----,I·· ' "C N89'59'56"W 80.03' ~ N8s·59•5a•w 12.so· FOUND 1/2• REBAR & CAP "CPS INC 22338• 0.8'5 & 0.2'E OF CORNER (8/15) TPN 3223059080 FOUND 1 /2" REBAR · & CAP •cps INC 22338• 0.8'S & 0.3'E · OF CORNER (8/15) (ir li . ::c: -~ . 00 0 ~ .-1 0, .._ I') 111 N .-1 ~ 111 & CAP (8/15) ---------I-----24.0' ____ .... ·- L•19.17' R•250,00' t,,,4"23'34" T=9.59 MONUMENT SET BY· AXIS FOR THE PLAT OF GREENLEAF (11/15) LOT 21 -·-~ 57.52' ---, N1°26'21"E I 3.00' I 37.51' N89"59 56"W 120.86' SIDEWALK DEDICATION TO BE OEDICA TED (165 S.F.) SE188THST 6.51' ~ m3: ~o ~~ 6.51' -34.89' - N89'59 56 W --- 29.16' t -· -; ·- 3' PUBLIC SIDEWALK DEDICATION PER RECORDING NUMBER tol/eltcC, 001753 N87'02'41"E 100,07'--~- L•13.02' R•250.00' b-2'59'00" LOT 22 T•6.51 MONUMa'T SET. BY AXIS FOR lHE PLAT OF GREENLEAF (11/15) N89'58'2o·w 15.55' LOT 23 FOUND METAL MONUMENT S1EM IN 4"x4• CONC. MON IN CASE, DOWN 1.8'; (8/14) CITY OF RENTON CONlROL MONUMENT #587 N 159951.71 E 1300262. 72 31 32 .- 6 5 FOUND 5/8" REBAR & CAP •cps INC 22338" 0.8'S & 0.4'W (8/15) t 27.6' EMERGENCY ACCESS EASEMENT PER PLAT OF GREENLEAF REC. -~0]050000:_ N89"26'04"W 2616.58' ~ en I FOUND 1-1 /2" BRASS DISC STAMPED WITH "X" IN CONC. MON IN CASE. DOWN 0.35' (8/14 & 8/15) N 159925.86 E 1302881.17 ._\ 5 RECORDING NO. VOL/PAGE PORTION OF N.E. 1/4, SW 1/4, SEC, 32, TWP, 2JN,, RGE QQE., WJ-, • GRAPHIC SCALE ~.------1 20' 10 0 20' 40' 1" = 20' DA TUM/BASIS OF BEAAINGS HELD NORTH 01'26'21" EAST BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23 NORTH, RANCE 5 EAST, WILLAMETTE MERIDIAN. CRIGINAllNG BENOIMARK: CITY OF RENTON VERTICAL CONTROL MONUMENT NO. 2138. [DATABASE ID: 43067 / DESIGNATION: F8] AS PUBLISHED IN WGS SURVEY DATA WAREHOUSE. WR1lCAL OAlUM: NAVO '88 ELEVA11QN: 486.86 OVERALL N89'59'56"W 217.45' 217.38' _--:,. DETAIL B SCALE 1" = 1' N87'02' 41 "E 11.20' ----------, 0.07' N01"26'21 "E 6.93' • N02'57'19"W v-7.51' PRIVATE . WATER EASEMENT '--N89'59'56"W--' 11. 75' I I I DETAIL A SCALE 1" = 10' GREENLEAF II SHORT PLAT www • .,.-Ca11U1p.oom Axis JOB NO. DATE 15-131 11/07 /16 Survey & Mapping DRAWNBY CHECKED BY 15241 NE 901H ST JM/ARH ZLN REDMOND, WA 98052 1EL. 425.823-5700 SCALE SHEET FAX 425.823-6700 1" = 20' 20F 2 1 I CITY OF RENTON, WASHINGTON SHORT PLAT NO. LUA16-000173 APPROVALS DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS -----DAY OF ----~ 20_. EXAMINED AND APPROVED THIS -----DAY OF ----~ 20 __ . RECORDING NO. VOL./PAGE PORTION OF LND 20-0631 CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS ASSESSOR DEPUTY /ASSESSOR OWNER'S DECLARATION KNOWN ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, DO HEREBY MAKE A SHORT SUBDIVISION, THEREOF DECL..ARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT THE 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. CHG SF, LLC A WASHINGTON LIMITED LIABILITY COMPANY BY ITS ACKNOWLEDGEMENTS STATE OF ____ ) ) ss COUNTY OF ------) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT -----------SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AS THE OF CHG SF, LLC. AND ACKNOWLEDGED IT TO BE THE FREE AND VOLUNTARY ACT OF SUCH FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED~-----~ 20 __ . PRINT NAME: NOTARY PUBLIC IN AND FOR Tr:E STATE OF \-________ _ MY COMMISSION EXPIRES ____ _ RECORDERS CERTIFICATE FILED FOR RECORD THIS __ DAY OF---~ 2016 AT --~MIN BOOK ___ OF ----AT PAGE ___ AT THE REQUEST OF AXIS SURVEY AND MAPPING. MANAGER SUPT. OF RECORDS ACCOUNT NO. ----------- A POR. OF THE S.E. 1/4, SEC. 32, TWP. 23N., RGE 05E., W.M. LEGAL DESCRIPTION LOT 1, KING COUNTY LOT LINE ADJUSTMENT LUA-15-000845-LLA RECORDED UNDER KING COUNTY RECORDING NO. 20160222900012, IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: THE EAST 270 FEET OF THE SOUTH 120 FEET AND THE NORTH 15 FEET OF THE SOUTH 135 FEET OF THE EAST 155 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 791759; AND EXCEPT THE SOUTH 60 FEET OF EAST 90 FEET THEREOF LYING WEST OF SAID COUNTY ROAD; ANO EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY PURPOSES BY WARRANTY DEED RECORDED UNDER RECORDING ~!UMBER 7205250333. AND EXCEPT THAT PORTION OF THE FOLLOWING DESCRIBED STRIP OF LAND: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT; THENCE NORTH 89'59'56" WEST, ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 12.57 FEET TO THE POINT OF BEGINNING. THENCE SOUTH 01·26'15" WEST, A DISTANCE OF 15.00 FEET; THENCE NORTH 89'59'56" WEST, A DISTANCE OF 102.45 FEET; THENCE NORTH 01·25'21" EAST, A DISTANCE OF 15.00 FEET; THENCE SOUTH 39•59'55" EAST, A DISTANCE OF 102.45 FEET, RETURNING TO THE POINT OF BEGINNING. AND EXCEPT THAT PORTION OF PUBLIC SIDEWALK DEDICATION PER RECORDING NUMBER SCHEDULE B SPECIAL EXCEPTIONS LEGAL DESCRIPTION AND EASEMENTS SHOWN PER CHICAGO TITLE COMPANY OF WASHINGTON ALTA COMMITMENT POLICY NO. 0063495-06 DATED MARCH 16, 2016 AT 8:00 A.M. AND UPDATED ON JUNE 24, 2016 AT 8:00 A.M. 1. THIS PROPERTY SUBJECT TO COVENANTS, CONDITION:~ AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 7205250333. 2. TIIIS PROPERTY SUBJECT TO COVENANT CONTAINED IN DEED, AND THE TERMS AND CONDITIONS THEREOF REGARDING MAINTENANCE OF APPROACH TO PARCEL E PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 7205250333. 3. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCi.UDE INTEREST AND PENALTIES): 4. PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN MORTGAGES OF RECORD. IF YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT THE TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW PRIOR TO CLOSING. 5. EASEMENT FOR THE UTILITIES GRANTED TO PUGET SOUND ENERGY INC UNDER KING COUNTY RECORDING NUMBER 20160620000375. REFERENCES 1. PLAT OF GREENLEAF, VOLUME 271, PAGES 1-5 RECORDED UNDER KING COUNTY RECORDING NUMBER 20151105000048. 2. CITY OF RENTON LOT LINE ADJUSTMENT LUA-15~000845-LLA RECORDED UNDER KING COUNTY RECORDING NUMBER 20160222900012. 3. PLAT OF PANTHER LAKE GARDEN TRACTS, VOLUME 9 OF PLATS, PAGES 25 RECORDED UNDER KING COUNTY RECORDING NUMBER 18970701158676. 4. PLAT OF COUGAR MEADOWS, VOLUME 161 OF PLATS, PAGES 47-51, RECORDED UNDER KING COUNTY RECORDING NUMBER 5176141. 5. PLAT OF VISTA HILLS, VOLUME 67 OF PLATS, PAGE 99, RECORDED UNDER KING COUNTY RECORDING NUMBER 196110315347470. 6. PLAT OF VISTA RIDGE, VOLUME 159 OF PLATS, PAGES 30-32, RECORDED UNDER KING COUNTY RECORDING NUMBER 199112241091. LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN OCTOBER 1, 2015. -til . PROPERTY AREAS AND ADDRESSES TOTAL AREA OF PROPOSED SHORT PLAT: 22,983 S.F. PROPOSED RIGHT OF WAY DEDICATION: 939 S.F. PROPOSED SIDEWALK DEDICATION: 165 S.F. PROPOSED LOTS: 3 LOT # 1 2 3 NOTES AREA 6,902 S.F. 6,842 S.F. 8,135 S.F. ADDRESS 10730 108TH AVE SE 10736 108TH AVE SE 10742 108TH AVE SE INSTRUMENTATION FOR THIS SURVEY WAS A LEICA 1201 TOTAL STATION. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WACS 332-130-080 /090. ADDRESS: 18661 108TH AVE SE, RENTON, WA 98055 ASSESSOR'S PARCEL NUMBER: 3223059088 THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 108TH AVENUE SOUTHEAST, LOTS 1, 2 AND 3 SHALL HAVE DIRECT ACCESS FROM SE 188TH STREET GREENLEAF II SHORT PLAT SHALL BE INCORPORATED IN THE THE ESTABLISHED GREENLEAF HOMEOWNERS ASSOCIATION AND ASSUME SHARED RESPONSIBILITY FOR THE OWNERSHIP AND MAINTENANCE OF ALL COMMON IMPROVEMENTS. THE ACCESS & UTILITY EASEMENT OVER THE NORTH 28 FEET OF THE WEST 30 FEET OF LOT B OF LLU-14-000190-LLA AS RECORDED UNDER RECORDING NUMBER IS FOR THE BENEFIT OF LOT 3. A THREE (:5) FOOT PUBLIC SIDEWALK DEDICATION OVER LOTS 2 AND 3, AS SHOWN ON SHEET 2 IS HEREBY GRANTED TO THE CITY OF RENTON AS RECORDED UNDER RECORDING NUMBER RECORDS OF KING COUNTY, WASHINGTON. THE TEN (10) FOOT PRIVATE ACCESS AND UTILITY EASEMENT ALONG THE SOUTH 10' OF LOTS 1, 2, AND 3 IS FOR THE BENEFIT OF THOSE LOTS IN COMMON AS RECORDED UNDER RECORDING NUMBER 201606200003/5, RECORDS OF KING COUNTY, WASHINGTON. THE WATER EASEMENT OVER A PORTION OF LOT 2 IS FOR THE BENEFIT OF LOT 1, AS l~ECORDED UNDER RECORDING NUMBER ______ _::_:_:::RECORDSOF-·KiNG··COUNTY. WASHINGTON. THIS SHORT PLAT IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS OF THE GREENLEAF HOMEOWNERS ASSOCIATION AS RECORDED UNDER RECORDING ~JUMBER 20151105000049 RECORDS OF KING COUNTY, WASHINGTON. S 47TH ST (/) w > < z =i: ~ SE 185TH PL SE 186TH ST w (/J i!: CX) 0 ,...,. l{) io I Cl'.: (/J '--" :cw f--(/) ~~---....... Jw ~ < (/) -' a.. F SE 192ND ST VICINITY MAP 1''=1000' w (/) www.axlsmap.com GREENLEAF II SHORT PLAT Axis Survey & Mapping 15241 NE 90TH ST REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 JOB NO. DATE 15-131 9/6/16 DRAWN BY CHECKED BY JM/ARH ZLN SCALE SHEET N/A 1 OF 2 CITY OF RENTON, WASHINGTON SHORT PLAT NO. LUA16-000173 LND 20-0631 LINE TABLE LINE BEARING ~··-" L1 N 89.59'56" W FOUND AXIS REBAR & CAP (8/15) DISTANCE 0.07' FOUND AXIS REBAR & CAP (8/15) 57.52' ---(>-_FOUND AXIS REBAR & CAP (8/15) w : ~ <O LOT 1 (6,902 S.F.) FOUND AXIS REBAR & CAP (8/15) r-,1 10' PRIVATE UTILITY z EASEMENT & PSE EASEMENT PER REC. NO. 20160620000375 FOUND AXIS REBAR & CAP (8/15) 57.52' I w z FOUND AXIS REBAR & CAP (8/15) 57.52' LOT2 (6,842 S.F.) 3' PUBLIC SIDEWALK DEDICATION PER RECORDING NUMBER LEGEND • SET REBAR AND CAP "AXIS 40094" O FOUND REBAR AND CAP AS NOTED $ --X--X CLFNC ---D WDFNC FOUND MONUMENT IN CASE CHAIN LINK FENCE LINE WOOD FENCE LINE '!> {.__'!)\) \--°'' FOUND AXIS REBAR OVERALL DISTANCE 217.45' N89'59'56"W 217.38' 102.41' & CAP (8/15) N01 '26'15"E 15.00' 29 JUND 1-1/2" BRASS DISC STAMPED WITH Jr· "X" IN CONC. MON IN CASE, DOWN 0.45'. \ 3 2 ' OF RENTON CONTROL MONUMENT #1866 w N 165409.13 m co E 1303018. 77 · _o C: (VISITED 8 /14) ~ l;; . ;_ r-,.... FOUND 1-1/2" BRASS DISC STAMPED WITH "X" IN CONC. MON IN CASE, DOWN 0.5' (8/14) . N 162652.92 E 1302949.68 N89"59'56"W 12.57' SEE DETAIL "B" ON z FOUND AXIS REBAR & CAP (8/15) FOUND AXIS REBAR & CAP (8/15) LOT3 (8,135 S.F.) FOUND AXIS REBAR & CAP (8/15) RIGHT OF WAY DEDICATION PER RECORDING NUMBER ~ 0 ci f.O w : ,- N co r-,i 5 z ROW TO BE DEDICATED (939 S.F.) 67.53' N89'59'56"W \_ I A-~;;;;;;;,.-;;;;-~ ......... "'-' ...... '"""'"~~~ ..... i..-""':""-,+-~~..._""";;1:,:,=~-----------. -------~ N89'59'56"W Na89~5~\6 .. W 12 .50, 40.01 f w z Cl 0 ci <O w z ----34.9°----11 FOUND 1/2" REBAR & CAP "CPS INC 22338" 0.8'S & 0.2'E OF CORNER (8/15) TPN 3223059080 FOUND 1 /2" REBAR & CAP "CPS INC 22338" o.8's & o.3'E · OF CORNER (8/15) ·-N89'59'56"W 120.86' t . ..- L=19.17' R=250.00' .6=4'23'34" T=9.59 ---· MONUMENT SET BY AXIS FOR THE PLAT OF GREENLEAF (11/15) LOT 21 SIDEWALK DEDICATION ~ s: t. ,__ __ 30·-+---i TO BE DEDICATED <( O ~ ~ , FOUND 5/8" REBAR & CAP "CPS INC 22338" 0.8'S & 0.4'W (8/15) (165 S.F.) a:: o:: C'i r---28 SE 188THST -6-.5-~~··~~'#)-"~1_.5_1,'_~_Nl\r"--==--l l_ __ _ N87'02'41"E 100.07' ___ _ L=13.02' R=250.00' .6=2'59'00" T=6.51 MONUMENT SET BY AXIS FOR THE PLAT OF GREENLEAF (11/15) \ ACCESS & UTILITY EASEMENT PER RECORDING NUMBER N89.58'20"W 15.55' LOT 23 LOT 22 FOUND METAL MONUMENT STEM IN 4"x4" CONC. MON IN CASE, DOWN 1.8'. (8/14) CITY OF RENTON CONTROL MONUMENT #587 N 159951.71 E 1300262. 72 27.6' EMERGENCY ACCESS EASEMENT PER PLAT OF GREENLEAF REC. -N~OJ050000:_ N89'26'04"W 261.8.58' FOUND 1-1/2" BRASS DISC STAMPED WITH "X" IN CONC. MON IN CASE, DOWN 0.35' (8/14 & 8/15) N 159925.86 E 1302881.17 5 RECORDING NO. VOL./PAGE PORTION OF A POR. OF THE S.E. 1/4, SEC. 32, TWP. 2:3N .• RGE 05E., W.M . 20' 10 0 20' 40' 1" = 20' DA TUM/BASIS OF BEARINGS HELD NORTH 01 '26'21" EAST BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. ORIGINATING BENCHMARK: CITY OF RENTON VERTICAL CONTROL MONUMENT NO. 2138. [DATABASE ID: 43067 / DESIGNATION: FB] AS PUBLISHED IN WGS SURVEY DA TA WAREHOUSE. VERTICAL DATUM: NAVD '88 ELEVATION: 486.86 N01'26'21"E 6.93' I •.. -OVERALL N89'59'56"W 217.45' 0.07' 217.38' ~:· DETAIL B SCALE 1" = 1' N87'02'41"E 11.20· ----------, PRIVATE WATER EASEMENT ·-Na9·59•55"w-· 11.75' 1 No2·57'19"w :r7.51' I I t DETAIL A SCALE 1" = 10' GREENLEAF II SHORT PLAT www.axlsmap.com Axis JOB NO. DATE 15-131 9/6/16 Survey & Mapping DRAWN BY CHECKED BY 15241 NE 90TH ST JM/ARH ZLN REDMOND, WA 98052 TEL. 425.823-5700 SCALE SHEET FAX 425.823-6700 1" = 20' 2 OF 2 !f T) '" ,J-(~'. ' ,- C',.' ,;' l: '· (·.' \ 1-j' i \, '-J ' ' 42"F REE#001 LOT 1 fRrr RrTf NflON PlAN ~ INVrNf ORY·· 111 ~ 201-011 rl<rr INVrNfORY LOT2 // ~ --- / . // I ; ----1 I L,I f~·-'· ·; -~" .. , 5-..: I ,u :; ·; ') ',·,,' ~:1 : ' ' .. c CJ· z :;'~ LOT3 -~---48(J--------------·----·-_ r r:r:r7-r/7-,,_.,...!"/7/--/ 1• STOR'V H=:·\11::_ (r:x,:;w-<c) ~2"24"C ---- ' __ f TREE NO. OBiH SPECIES RETAIN/REM·OVE NOTES 001 42" 002 3411 003 24H 004 30lf 005 20ft 006 28" Douglas Fir Rernove Douglas Fir Remove Douglas Fir Remove Deciduovs Remove Pine Remove Western Cedar, R.emove Healthy Healthy Healthy Some cankers; generally healthy Shaded foliage 1 generally healthy Healthy ;--:,-7 7-;,-;1 C uJ i' 'I .'(j'" i u ,·,L, L() C; 0 ('. ,.o :''' j-:,: C , ]"_·:' I--· z -if ' - ' rl<rr Rrff NflON WORK5Hrrf DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT .,_.--~=---'en· ton 1. 2. 3. 4. 5. 6. 7. 8. TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.r,ov Total number of trees over 6" diameter1, or alder or cottonwood trees at least 8" in diameter on project site 6 ------- Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 Trees in proposed public streets Trees in proposed private access easements/tracts Trees in critical areas 3 and buffers Total number of excluded trees: Subtract line 2 from line 1: 0 0 0 0 0 6 Next, to determine the number of trees that must be retained 4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones trees trees trees trees trees trees trees 0.1 in all commercial and industrial zones 2 trees List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4: Subtract line 5 from line 4 for trees to be replaced: {if !ine 6 is zero or less, stop here. No repiat:ement trees are required) Multiply line 6 by 12" for number of required replacement inches: ------- 0 trees 2 trees ~. 24 inches Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 2 inches per tree 9. Divide line 7 by line 8 for number of replacement trees 6 : (If remainder is 5 or greater, round up to the next whole number) 1 Measured at 4.5' above grade. ------- 12 trees l A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by o licensed liJndscape architect, or certified arborist, and approved by the City, 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained uutside of critical areas and buffers. ~ The City may require modification of the tree retention p!nn to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2 ") caliper or an evergreen at least six feet (6') tall, shall be µlanted. See RMC 4-4-130.H.1.e.(ii) for µrohibited types of replacement trees. 1 H:\CED\Da ta\Forms·T emplates\Self-Help Ha ndouts\Planning\ Tree Retention Worksheet.docx 08/2015 0 20 40 5CAL,f I 11 ""20 1 -0 11 ECT JEFF M. VARLEY CERTIFICATE No. 774 80 22 11 :,:,74 11 5Hee-r w I;,: 0 () z \ \- ill 0"\ ill ~ 2 --~ u < 0"\ --" ~ D ll._ ill ill 2 2 ~ ~ < C) --" ~ 0"\ '0 \- 2 __s::: s::: 2 ~ \'Ci ~ ~ C() 2 C() ill ~ C) ~ SJL ill \-ill \3 0"\ 2 ill ~~ ill ~ ill ill ~ DESIGNER: JMV DRAFTING BY: JMV DATE: 1-17-16 SCALE: AS SHOWN L-1 SHEET 1 OF 2 /--1-.. ---···· ((jf,-· --1-·-------,_\.!-:,(,. INSfA:,L f\f fl/\!\~ OF BUti71i\iu rlRMI'.' LOT3 f/. POST 8' -10' ON-CENTER ---2" DIAMETER GALVANIZED STEEL POST GALVANIZED CHAIN LINK FENCE f/. POST GALVANIZEO STEEL POST Pr.:r..edu11 ,\fi.c'a;w,3$ 011.'lrq (.;;,'.sl:n.~tk.r.: P,decll~ri rrez;c.a.ir'°·' :r< l~:s ~-L~~.:o~tl:Jt1 shall cip;.>14 for al ir-:,~s th± z4-e W L: rc,L,:~e,,t /\JI t.f lf,: "dl'..'N[··q lr0:: ;:;'dc:dlcn re&:>/,% ,;;'.'di 0ppl1;: a. Co,stniC'Ju1 '.A.v.-..'.;1e PrJ·1)fr.e.d: f11e e,pr;llcc.% rnn1 :-&L i'1II. c:i.c;;.-/,7fl .;l.;, . .__1 u-chE m4 d":1-1;.··1 ::,·<;. Df cn1 1ns-f.8rlc1I;;, ,1,;,rb::,;; (f llsi&'';\ c-p;ra\;-'.:'114 6(,.Ul(i(,:,rrt. l:1'.>L,ll l1''~tr',li)_J5 ~.;(fates, ({ w-1;:a:t the :<rd/1 !~ mi ',',aij 'Ni'a·'ln il,s ;'fee, J,:fk,d ~\i tb; or}' l:~e c.f c.:.14 tre;; t,) h, rcelccliit:·,d. L,, f erlGJ9 f'r,"..<odi,-:1 Area Rec:-,uirP.J: Prier fo dt,.:dC"}ffc<Tl ;,cSi~it!1;1;,. l};d ;:.q,r,lu,r.l; Jdl end cro: ,r.;i:ri\.d11 ~it"lcof, ( 6 ') /:ioJ1 chair: lln., t.:;m;::r,L-fl, ci1btr·;dlae fon:hi atwr:d t/11;1 drip i11.c,; of di r,.,>1_~11red tree;; rf :;ta oi,l..;.r..-e :,t.11 rc,1-1:cilrl-;1 lh? ":ee 'OD_u;:,! t,; c;r5 ;;,w; tre-c_uark,.-~c~t-( 1.23') fo, 0·«.1 !J 011-:: ~,;h ( I 11) af 1.ru1l 1.:,-Ji,H. 1\h1dv,wx 1:..-&(e-X,:,-1·, ,r d::.ri1 tr.; pa·r.1:;l.e-r ~r a Ir c'<:;' r:,rd.,e.::~lc.r. tnd. :'lac:x);; ,;bll bs pla::ed ,,,; i~r:.lrc1 i:-'1,,n, iift..u fo-d ( 70') ln,;,Jrn\;lr>:'.J <}ie •1ve<J,;, "NO !l-1'Sf'f.0Sil~Ci -?rcl-•• cdcd frees., r,r c:1 cad1 5lct ,,.j tJ.-c 1.-;·Lh.j If l,:;y; Urn i'ir'ltj foci ( !;{j') , 51:i:-awc::;c. fv lr,,;;h•l1:.:;JI i pn,;-ede~' -t.rdc, n ,;::r,:,1,?c> cf Uee,; ,;~all be frr.cec:.< ar-l.· si.:,,,,c,. h::01·.,1c,:.,;,I Veeo> '.-;12,II L,e frn:ec;. 01 i(,~; ( 4) ~lcie:,, In ~;c;d1:,b1. lt:r; :_;;,pllc~lt si'iill ;:n;.,iidl:' c-,pc:r,1-::.lrn \•.1c,~c:·1::T ec,~L0:ot1. v live<:, 'X'3 rri::,11;;1 ne2:;· -ln.s6s, C, ri,)i:er.:lc:1 fr:n G.r::0e-ChctiC).J51 If lh:1 Cjf2VS le-v,;[ 2dJ'l'll!'Jll ~.o 01 tr1,e W b,, (6ta!n(d I:, VJ be rnl'.:;c'ci, tl-!:' i}p!lc:cd J,,J ccr1!./o:J i1 Or'.j red-.. wc:11 er red ·,,di aw,11d tke fx,:;e, lh: di~Ed:e.--af t;-1; wall er \\di rr11~t ~3 d0,ial to !l-e tff~D,_, rJr;;, il·c:, J, lr";:ee,l:;us S~rlx.e,; Prd,:hWJ. w]\};Jr, t}1e rJr1;, L-~:e: il:e ;;:r:,~ii::crr.l, rrG!j n~-l; :,,st.:;JI lrlpcnkv5 ,ui'ue rr.a~~rizl w;l.)1(1 tlli' ,:r,:;:J d,:J11,.::d ~''i ::tJ orl,; 11,,.; d' ::.:14 tr(;,:: ltJ l,e retah:'O. f\11N~~:'.!:/-~~'---4' V\/li71n COi\l(Kfff: EXISTING GRADE e. Pt::,i:.rlcl!:,(c> ~n Grad Ir~ ·,qld-: J;h,; Drl;> l,lr:e-5 vt R,:.t.?.lnl'>' fr,_::351 :l:e (-rads le,,cl ffo,n3 if"4 ku: :v ~-: rct,;;i,-,;J n1~1:j r,/. ~e k-we-e.d •r,l[;;lr. !i1c: weakr d r~ fol!:;wlrlj crex: ( 1) !Ye ar,n d,,(kd b4 '.ho ,;/cifl 11,H / tv!l·u ff ( 11) a--. ar::'a ff'-urd d1:,: l;nx: ccc:.-d b O'I:' u o ue· fdl f c:e~ ( I I/ 2') 1,1 o:,.rre(-::r fc_..-c'&:h enc 1r3 ( I 11; c/ f.';:.:: ui,f,,,(, t\ !a---q:,T 'lCC pr~'.--01.',101 zc,ie. Lase;,, c.,. "'.-fee 011r:·, ~Fed~0. '.-S-11. ff eke: ~,:..(d1ll:n:a ·-ra ... ;,:] reo)rw', ( Ord. j,876, IZ· 7· 2Cl2) LOT 1 LOT2 \ f Xl::11Nu Pf~ICr PINAL t7Rl\/(\/VAY ~OC/\1101~5 fO /v\ __ ..... -,- 0 z. LANt75CAPr PLAN LANt75CAPr N01t5 IN5fAl-l LA.N'.7SC/\PNCi li\11 ' BUPffR /\f flMf OF !7UILi71:'~Ci PfRMlr 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. Br t7fffRMINfi7. A.i7JU5f l-ANi7SCAPli\iu 11s N~~r.;2tBY.JFJU 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 /1 O" 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. 1 0. ALL PLAl~T MATERIAL SHALL CONFORM TO MN 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 OR 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 WRITIEN 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. 51'.7fW/LK fXISm~a fRffS fO Bf Rff A.li\iri7 @ '-,, / (/ I /I / i ;·, ./v',_.lu: ;__.,c_y· i?'e,:..p;red: Ali ,;reac, wt\:kn tl-e ro~.Ll',:ir.> lc;r.::h-1 •;V'i.ll! b, r.we:rnd wr~Ll.:d,~ atd e·.'c:~i11 wd1 il 1r.irlr.H-rn d'fut(< ln~bs ( 7 11 ) ci' br(, 1r.~kh ;,rt,,-lo 1n0t0dlc,l1rn ol lh-'!" r,rofzcHe fc:~r,l(q, f1.er:;;b,1 CT:s(j b, 2ft''~veJ If tJ,i.., ffJd1 \'1ili ,¥,·,aoel~ ilffeci:. p~,t.<xldc.i qw«d -::~wr ;,L:1r:.5, ( Ord. 76-r6.12--?-2Ci:D ·~--COMPACTED OR :;,. Aa\,;,"lit,;ri:"\r,j Ra?c.~i·-2o' J,n'? C::istrt.~~lo'.~i: 1lc? 2vrl1:;-,,,·~ sldl rei:.9i'' a (,~rtr"1ed 2r~'.t 1::;>, ,,r l1-::,,0sc:) lc.t1d5<.Jyc: a-c(,1v.~~~ lh EX!STING SUBGRADE (;W1,ff l,-w,-, cu.· ~r-;~::ne~: i'.-,;~·. J,-:v,1,r;rr·,:ri'., ;,,dl-,ilb c11'.o/ c1 b ;;n:rY.' 1:-.riw.k;c:; &"id n:r.:/:.:,, l'.:·t:17.e. i:<'d v,·,)·;,r ,--,:; ,:,r,,:,·rq/lde I~.,-2f4 -u-~e:, z.nd s\(,AVd cw.x tlix .:re -tc be rJ: .. :JI.:'", h, ff-tn·.Jj,,,o Pr0laL[~n: AJV;rncii'.'e c..'lfc:~li'J ,;h 1nb~ !?o, ~5ed 11 rH;i.dr<rhcl' '1J pr~vlc'·~ etwJ (.1" qc2lcx trx r,fcltdl'.,~. COrc::, %7b_ l2-?-ZCl2) fRr:r: PROfE:CflON Dr:fAIL NOT TO SCALE PlANf 5CHrDUlr l30f MIIC!t 1\JAMr COM/v\O\J \JAMr QlY Acer freemani 'Autumn Blaze'* M.aple 1 r(:Uja plica:a 1 b.celsa 1 * We5tern Red Cedar 0 7 ror!t 1/ors X 2 fRrr5/ lOf MINIMUM~ 6 fRrc:5 RrOUIRrt7 5HRUl35 and GROUND COVt=:R C: uonyYnU5 alata I Compacta 1 '*' Viburnum davldii'Xs Berberis thunberciii'*' 00 % Arclostaph~llos uva-ursi'*' 00% fraciaria chiloen5i5 Dwarf Burnlnci Bu5h n d '/' v avi · i'7urnurn Redleaf Barberry Kinnlkirnik t7une Strawberry 9 10 B As reci' d As re0 1 d *" Considered drru1f1t toler·an:, in Pacific Northwest once established 51Zr 2 11 cal 2 11 cal 2 ciallan 2 ciallon 2 ciallon I ciallon I ciallcn RrM,ARK5 full ard Matchinci Pull ar.d l·Aatchinci full and 1V\atchinci full and Matchinci full and Match1nci Pull and Matc~inci/ Plant '.50 11 o.c. ,;;ull and Maiz~irci/ Plant '.50'' o.c. DETAIL PRUNE DISEASED AND BROKEN BRANCHES PLASTIC INTERLOCKING TIES SPECIFIED TREE STAKE(S) -REMOVE BINDING MATERIAL AND SPECIFIED TREE STAKE(S) --~\ INSTALL "TREE BOOT" OR ·---CHAIN-LOK TIES TOP 1/3 OF BURLAP ~ w w "ARBORGARD" IN LAWN AREAS. ~ ~ PLANT TREE 1 "-2" HIGHER N 8: THAN IN NURSERY -!J, WATERING BASIN~ ROOT DEFLECTOR FOR TREES--~p, ADJACENT TO SIDEWALKS ""-% SPECIFIED PLANTING SOIL UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED OEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) ~8Wc£MLf§T~1i&i'l-EKIREES SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE WATERING BASIN FINISH GRADE NATIVE SOIL BACKFILL ~-SCARIFY PIT SIDES AND BOTIOM 18" MIN. 2x ROOTBALL WIDTH CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE E8 0 20 40 80 NORfH 5CAL-f J II"" 20 I -QI I 22 11 :z:54 11 5Hrrr >-> (D :,, -, -WO f.-, "' <( m oo '° 0 -- ~ ~ ___j. 2 ~ ~ SJL \3 DESIGNER: ~ ill ill ~ \J\ _s:: ~ CD CD ill \J\ DRAFTING BY: DATE: SCALE: I \- ill \J\ ill ~ u \J\ :z Ll < :z ~ < ll_ ~ ill '3 ~ s:: (\) u :z \J\ C) Ll ~ :z < :z __). ~ ill s:iL ill ill ~ JMV JMV 1-17-16 AS SHOWN L~2 SHEEf 2 OF 2 ;.F_) -< ']J) ,..,, \ \..,'-' ! "J!\ r<\ . \,. ,_, ;() ,_ D - i~ 1 ' --,_ ' ' ' LOT 1 #003 TREE #004 30"8 / 4 t,4-·------- ··---. ····-~ ····,"· \ fRE:r Rrft:NflON PlAN -INVE:NfORY 111 ""20'-0 11 fRE:E: INVfNfORY \! s9·c_:,g' ~.J6 ''V-/ LOT2 '• J --! --, _,, __ _ j , .... -'. ;-... , .. ' --,.,. ~i~:/::· .. ;-~} :;· -~ _::"' (~J <D Ll.~.'.~·: ("J,.'. >- i"',i C'.J'.·'_,.,·:.~,". r,1 ( J' •• I- lL' ('.]'. ~,, ' ,: LOT3 ----.. -/183-- TREE NO. DBH SPEC:IES RETAIN/REM 10VE NOTES 001 42" 002 34t1 003 24° 004 30" 005 20" 006 28'; Douglas Fir Remove Douglas Fir Remove Dougl.s1s Fir Remove Deciduous Remove Pine Remove VVestern Cedarj, Rennove Healthy Healthy Healthy Some canker$, generally healthy Shaded foliage 1 generally healthy Healthy --' i ' fRE:E: RE:ft:NflON WORK5HE:E:f DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT -------=-=~--------en ton TREE RETENTION WORKSHEET L Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov Total number of trees over 6" diameter\ or alder or cottonwood trees at least 8" in diameter on project site 6 ------ 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous 2 Trees in proposed public streets Trees in proposed private access easements/tracts Trees in critical areas 3 and buffers Total number of excluded trees: 3. Subtract line 2 from line 1: 0 0 0 0 0 6 4. Next, to determine the number of trees that must be retained 4, multiply line 3 by: 0-3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones trees trees trees trees trees trees trees 0.1 in all commercial and industrial zones 2 trees ----==---- 5. 6. 7. 8. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing 5 to retain 4: Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop ho1e. N':i repbcernent trees are required) Multiply line 6 by 12" for number of required replacement inches: 0 trees --~----- \2 trees __ .,..... ___ _ ' ., : 24 inches Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 2 inches per tree 9. Divide line 7 by line 8 for number of replacement trees 6: (If remainder is .5 or greater, round up to the next whale number) 1 Measured :at 4.5' above grade. ------ 12 trees -------- 2 A tree certified, in a written report, as dead 1 terminally diseused 1 <fornaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 'Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined In llMC 4+050. 4 Count only :hose trees to be retained outside of critical Jreas and buffers, 5 ! he City muy require modification of the tree retention plan to ensure retention of the m.axirnum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with ut least a two-inch (2") caliper or an evergreen at least six feet (6') tall, shall be p!cinted. See RMC 4-4-130.H.l.e.(ii) for prohibited types of replacement trees. 1 H :\CEO\D;;ita\Forrns-Temp I ;ites\Self-Help Handouts \Plannlne\ Tree Retention Worksheet.docx 08/2015 EB 0 20 40 NORfH 5CAL-E: I 11 "° 20 I -0 11 JEFF M. VARLEY U) CERTIFICATE No. 774 z 6 AUG O 4 2016 OE V) et' -0 ~~ 0::: w ';:c 0 0 z -- ~ ~ _____i 2 ~ ~ ~ \3 DESIGNER: ~ ill ill ~ \J\ -::5 co co ill \J\ DRAFTING BY: DATE: SCALE: \ \- ill \J\ ill ~ ::::z '-.__) < V'\ --~ ~ u_ ::::z ::::z < C) ----" \S \- s:::: ::::z ('CS ~ ::::z ill C) ~ \-ill ::::z ill ~~ ill ~ ill ill ~ JMV JMV 1-17-16 AS SHOWN L~1 80 22 11 <51 11 5HE:E:f SHEET 1 OF 2 IN5f/tL-Af fl/v\f Of BUU71NCi PfRMlf 191 S.F.) ·, ' ~J- ~-r;·) CJ "-0· ;c2 l LJ \..>-' -~---', ',,~ ~"," '•, ··7s LOT 1 "•,"' _ .. --.. ---L\,:j(l---------·- LOT2 I / ( . /.----- / I "~--- / I ! I • ' ___ ) I LANDSCAPE: PLAN IN5fA~L-~A~lt7S-CAPINCi IN 10' BUffrR /\'' Tl/v\r Of BUIL-t711NCi P~RMlf LANDSCAPE: N011:S 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. SU BG RADE IS TO BE WITHIN 1 /1 O" 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 OR 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. LOT3 -------..... --1188--··"-- >>'.JI "2G' 1 '.S":::: '. 'JJJD' FINAL-DRl\/f WAY L-OCA1101\J5 f0 B~ tJrffRMNft7. At7JJ5f L-A.f.Jt75CARNCi t\5 NrCf55ARY '' I\ , .. •L<'..--~U..._)"_-)1_)(_)\j ~7-;.---7:;7-/ 7'"T ,-·7 /-y::;,,--_,,-·7:.~T/ .'''"7 ;, T'"1 y ~ ~ ~: C Hous::: : asus )r"' (, I STOI\',· H(J\i1E )1 \ ~ ([Xl~TN8) j ' ;1 SPECIFIED TREE STAKE(S) ,-' INSTALL "TREE BOOT" OR :r: "ARBORGARD" IN LAWN AREAS. w w "' PLANT TREE 1"-2" HIGHER 1-- N THAN IN NURSERY WATERING BASIN - "' .h-:--PRUNE DISEASED AND BROKEN BRANCHES ---*~REMOVE TOP 1/3 OF BURLAP 2" SETTLED DEPTH OF SPECIFIED MULCH STATE OF WASHINGTO D !\:.'IIEl4:H CT 12:'_!j&t/;~--FERTILIZER TABLETS/SPECS ~H--SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY '5,''6-"'---+--··FIRM NATIVE SOIL MOUND ' / --1wf-- / - ~-PRUNE DISEASED AND BROKEN BF!ANCHES ,~---CHAIN-LOK TIES 2x ROOTBALL WIDTH SHRUB PLANTING DETAIL NOT TO SCALE PlANf 5CHE:t?Ulr 501/NICAL, NAMl: COMMON NAMl: OfY Ac.er f'reemani 'Au::umn Blaze'*-Maple 1 li1Uja pl icata 'l:xcel5a '*'-Western P.ed Cedar 0 5 fOf/i-~Of5 X 2 fRl:l:5/ ~Of MI\IIMUM "° 6 -rlPl:l:5 Rl:OUIRl:D 5HRUB5 and CiROUND COVc:R r uonymu5 alata 'Compacta' *- Viburnum davidWA', '3e:beri5 tnunberciii'* 00 % Arcwstaphyllos uva-ursi* 00% fraciaria chilornsis Dwarf Burninci Bush David 1/iburrum Redleaf 13ar':ierry KinniKinniK Dune Strawberry j: 0 w I 9 10 B As req'd As re0' d l\ ~-REMOVE BINDING TWINE & TOP l/3 OF BURLAP. w w QC I- FINISH GRADE\ 2" SEfTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) N '-- 18" MIN. 2x ROOTBALL WIDTH 2 11 cal 2 11 cal 2 Cjallon 2 qallon 2 0allon I c.pllon I 0allon P.l:MARK5 full and MatchinCj fi,11 and Match inCj full and Ma-schirq full and Matchi"C\ Pull and Matcni~q full and Matchinr~/ Plant 5011 o.c. ~ II . A\ ' .I •, . VJI ~011 ru and 1•/ au:i11nci/ r ant ~ o,c, DETAIL PRUNE DISEASED AND BROKEN BRANCHES PLASTIC INTERLOCKING TIES SPECIFIED TREE STAKE(S) -REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN NATIVE SOIL BACKFILL ~-SCARIFY PIT SIDES AND BOTTOM ;-, .. ,-~·-·- j, 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. DECIDUOUS TREE PLANTING & STAKING DETAIL CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE NOT TO SCALE 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. EB NORfH 0 20 40 5CA[,f I 11 ~ 20 I -(} I t'"• ' 80 22 11 :<?4 11 51-irr-r ·: 1 >- CD w !;:;' 0 0 z -- ~ ~ __:, ::z ~ ~ ~ \::5 DESIGNER: ~ ill ill ~ ,f\ -=ts CC) CC) ill \f\ DRAFTING BY: I \- ill \J\ ill ~ u \J\ 2 Ll < 2 _______\. < S0_ _______\. ill -i:::s ~ s::: (\S u 2 \f\ C) Ll 2 \-< 2 _______\. ~ ill s::i.c'.'. ill ill ~ · JMV JMV DATE: 1-17-16 SCALE: AS SHOWN L-2 SHEET 2 OF 2 ' /. . . .. . . . . -: ·: : .=. . . . .. ... ... . : ·-- .. . . •. . : ·. .. . ' .. ···=-....... c ITY OF . . ...-.==··'RENTON L~rA 15-Q.Ob4t~-~= _ . lND10-0524 . · .. . -~-. . .-.· : . .. .. :• . · . 2-.7 / OOl GREENLEAF POR. OF THE NE 1/4 & SE 1/4 OF THE SW 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE. 5 EAST, W.M • CITY OF RENTON, KING COUNTY, WASHINGTON DED_l.CA Tl.ON _._.. ·· ·. • ·. ·. · ··~·:: ·. . . . . . . ..... =.·: .. ,. K.hH'.JW ALL PEQF'LE BY THESf .PRESENTS .THAT WE, THf-:UNDERSIGf\!E:D· 6Wf<IER5 :0f. !NTEREST IN THE PARCEL A: LEGAL DESCRIPTION ~lr~D 2rAP~~~I2N Lt~uD~YLlP..........(.4..\.l\/..r.k.~~~~ ARTMENT ·:: ·. , .. ,:, ..• _ .,, . , -LAND HEREBY. SUBDIVIDED,··HEREBY DEC~i\RE THIS ~l"/IT TO Bl;; :"fHE GRAPHIC REPRESJ;:NTATION OF THE THE S(l!J.T,H fjALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST SUBDIVISION" "MADE HERE\W AND DO H~EBY DEDIC~TE TO JH£ USE OF THE PUBLIC FORE-VER ALL QUARTER OF" se:c:llON 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING STREETS A-ND AVENUES.·NOT SHOWN .AS PRIVATE ·HEREON :AND DEDICATE THE USE THEREOF-FOR ALL ,. · PUBLIC PURPOSES NOT' INCONSISTENJ WITH THE.l]SE THEREOF FOR PUBl.LG Hl(;HWAY PURPOSES, AND . .,·."· COUNTY, WASHIN~:f.ON; ALSO l'l-l'ii;.RIGHT TCfMAKE ALL NE"CESSARY S_LPPES f0R CUTS ANq ,liltLS UPtlr,t THE LOTS :SHOWN .·:=··-".·: :-::: EXCEPT THE wt~~ 240 FEET OF THE EAST 270 FEET OF THE SOUTH 120 FEET THEREOF; AND THEREOF IN-THE ORIGINAL REASONABLE GRADING Of.·SAID STREE1s· AND AVENtJES AND Fl!RTHER -:-. .·-' · • =:_-.:: . DEDICATE TO.THE:usE oF THE."f>UBLIC ALL:1"HE EASEMENTS AN[f·TRACTs SHOWN oN TH1s:PLAT.f.-OR ExcEJir THE wEsT 125.oE:E"r"d:'i'f-it··eAs:r 155 FEET oF THE NORTH 15 FEET oF THE souTH 135 FEET · CITY OF RENTON -MAYOR N, ALL PUBLIC PURPOSES AS INDICATED THl;fsEON, l~CLUDING Blf(NOT LIMITEQ-:·'ro PARKS, .'QPEN_.?f>ACE, THERE .. 0.F-'· AND ·.· ._. EXAMINED AND APPROVED THIS ~ LLDAY OF "'.!~ 2015 PEDESTRIAN ACCESS, UTILITJ!::S AND DRA)NAGE UNJ.:ESS SUCH.·EASEMENTS .OR TRACTS ARE ..... ,. ·,·: · ·. -·· _:.c:: I..,. --1---<-'--v_V __ _ r ADM! OTHER THAN THE PUBLIC, IN WHICH· "CASE WE DO.-·!-{EREBY DEBtc:,\ l.'~, !,ND CONVEY S_~CH STREET$, . · _ _._.· SPECIFICALLY IDENTIFIED ON THIS ·.P.LAJ-."·AS BEING ·DEDICATED:_()R CONVE'(Eb TO A PERSON OR EN:f~n' EXCEP. _ _._/:~~-i;.:::i:io"RTf/ ~3.5 FEET_ .. Tl;l\:_~~.9r AN_ JJ· · ·...• ~' .. ·.. -dw EASEMENTS, OR TRACTS TO THE PERSON OR EN11.T-y IDENTIFIED .tiND FOR THE PU~f.'-OSE STATl;D. ._-."· .i::°X"GEPT. i8.E EAST 30 FEET :-fi:iEREOF. AS .C:O.NVEYED JEJ KING COUNTY FOR ROAD PURPOSES BY DEED FURTHER, THE UNDERSIGNED OWNERS OF THE LAN~."HER.EBY SUBDIVIDED, WAIY.lt'f~R THEM.SEC~ES .• ::_-:· RECOR!JE:D UNDER RECORDING .NtJMBER 791 7a9 ;. AND.:·· MAYOR ~\\~\\\llllll/1///////& l~~RA~Cl~~At:i 1~is1g~~A~~~ 1~x1::;5r~~ i~rJ~T;r-:;~i~:~1~</JtiJts1~Rf1~Nut~\~7~~l~Ht!H~·:·-=·· ~~gg1·~:1Ji1;it~~~\)~~f~~pi~~:~i'.;~~e!i1~{ STATE OF WASHINGTON BY WARRANTY DEED N $it~"t0N ,~ MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF Ri)ADS AND OR:."· .. ... .. .. CITY OF RENTON .,M. ;· '1S'!t, <Z MAINTENANCE BY THE CITY OF RENTON. PARCEL 8: .-:."· :. . .·."· . . =--'7. _ 'o/ . _ DRAINAGE SYSTEMS WITHIN THIS SUBDIVISIONS OTHER THAN CLAIMS RESULTING FROf,f·INADEQUATE ._-.· ·:. ._-:· -::-.· ;-· -:·· EXAMINED~\AND APP 11 R(OV D THIS ~ DAY OF 9 L, ~ .Y;;. > ~-'=- TFl-E SOUTH 16.5~)"° FEET OF Tt1E NORTH 1-!ll.LF OF THE SiJUTHE'AE:r, QUARTER OF THE NORTHEAST _ _-:--:: . . =I-::G._,' "' ~ FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED AGREE FOR ·.Ti'JEM~EL.y<E\, .QUARTER OF ~ME SOUTHW.t,ST QUARTE~_:OF SECT~~ "32, TOWNSHIP"23 :l"il(]RTH, RANGE 5 EAST, .-:·· . _·-:··_. lo c...Y~ lk' ~ THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORs·:AND ."."WILLAMETTE MERIDIAN, 11',J: KING COUNT:,·, WASHlN{l, ON; · · .·. ~ . -:;.J . $ jjJ ASSIGNS HARMLESS FROM ANY DAMAGE INCLUDING ANY COST OF DEFENSE, CLAIMED BY PERSON . ·.. EXCEPT r.i{ EAST 34(i ·;EET THEREO~; AN!J:::. ·:::. .-. CITY CLER ~ ,Ji @$.$} WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND ·· . .. . .. _.-·.·. _. , .. ·:-" ·.~ IN~l!V' SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS -'· · :. ·. ·: .·.· ,·-' ·. ·. · · .·.·. · · 'l!tljjp!t1 ]lll\i\\\'\I"'~ ~~~g:0:~:g~_ ~~tviD~6;AJH~~HiJi~JR CA~~si~g~~1~1~1c~~1~t1~i\NtfN~6T o~E ~~N~~~S~o w~!1~Er~~\1NG .... ·:~R~i~~F 8 ~E~-tit;H~~sf ~~~i\tf~~L~A~6 J~!t1i%u1~7Asj:, :~~~RTER _?! THE N~~·:FFIEAS"F: : · .. =: CI TY OF REN TON Fl NAN CE ADM IN Is TR A I El 1K ' .. ' THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FROM DAMAGES, INCLUDING THE .. :: :.= : . ..:: : : : ; : :: .·. I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, EXCEPT THE £A&J. 340 FEl::T THEREQi;; . :_: . . . ·. · . -."·. .ASSE;$Sly1ENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPER$~REIN ITS SUCCESSORS, OR ASSIGNS. . ·.: · _-:-" : : : : .·.· :: .. •' .-CONTAfN8J. O~ICATED AS STREETS OR FOR o:rt-JER PUBLIC USE PAID IN FULL THIS DAY OF ::,. PARCEL C: ·.-· .. ·.. ····:, .... ·:·=:._. :":-· _._:· _,-:-'· 2015. ·==:.-.-_.. _.:::·-·=··==:. FURlliER, THE UNDERSIGNED OWNERS OF TH[."LANi:i "l-jEREBY SUBDIVIDED, CERTIFY THAT WE HAVE THE WEST 150 FEET OF THE EAST 34Q FEET OF THE SOUTH 113'..!iO FEET OF 1HE NORTH HALF OF THli'..:.. • :: _.-. .- ESTABLISHED A HOMEOWNER'S ASSOCIATIOl>f."IN ACCORDANtE. WITH. WASHINGTON STATE LAW WHICH SOUTHEAST QUARTER OF THE NORTHE·/.iST QUARTER OF THE SOUll;l~EST QLJ:ARTER OF SECTION 32, .. .-_.,_.,. .·. . ._.:: ./ IDENTIFIES EACH LOT OF THIS PLAT A M&:MBER OF SAID HQJ,;le:OW(,JER'S ASSOCIATION RECORDED UNDER TOWNSHIP 23 NORTH, RANGE 5 EAST, Wltl{IMETTE MERIDIAN, IN: KING COUNTY, WASHINGTON; AND · :.-,· .. ~ .. :- KING COUNTY RECORDING NUMBER i:~..l£±.~£"szQ.clffi.5::':!f::. ··::_.. . ·::.. ,:· :: :: ... , .... ,. C• THE WEST 150 FEET OF TI-IE EAST 340 FEET OF °THE:·-NORtH' 83.50 FEE·T OF THE SOU°TH HALF .OF. THE ... ·. · · -"·· ._-.· SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTl-l\'{€ST QUARTER-"·bF SAID .StCTION · · · THIS SUBDIVISION, DEDICATION, AN[l: ·-WAIVER OF CL~[J0S ARE MADE wi·T-tl. THE FREE CONSENT AND IN ACCORDANCE WITH OUR DESIRES.·."· _.:: · · . .-_.. · . . . IN WITNESS WHEREOF VIE SET_ ._OUR HA(,JQS AN~."·SEALS: ·. . . . .. : : .. . . . '. 32· -<. _ . =._... ...:.... . . _ --.. ··KH~ G cou.r--.fTY .. cfEP AR--TM E PARCEL D: . . . : ·. ;::-" -::: _.:: EXf,MiNED AND APPROVED Jf1iS fif'llk;AY OF -+-"'F;:_,c_:=""-':::::,;.,. THE EAST 190 FEET OF THE SOUTH 16.50 FEET OF THE NORTH HALF OF THE SOUTHEAS:f: QUARTER "(If. ..... · ·, ~--._-: ·.· GREENLEAF-LAROSA. LLC, .·."· . • · A WASHINGTON LIMITED U;tiBILITY COMPAN'.'i'·: .. . ·. ;.·.:, . BY CHG SF, LLC, ·."· "_-: A WASHINGTON LIMIED LIABILITY COMPANY ~:£~,' :CHARLESF.CONi<itR, .. TITLE: MANAGER . · .. ·:·.·.·-··=···-· . . . . . . . . . . . . .. . . .. .. . . . . -.. •. ·-·. ·. : . .-.-. ·. · .. . .. -·-. .. : : . . .. . . . . . . .. . . THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 Ill.ORTH, RANGE . . LL.. ~ ~· =·· ,••.... .. :. , 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; AND ·::. . d'ftJ · =~· •···n~·. " . : · · ·. . · .. · -•ASSESSOR . ·. · . · · THE EAST 190 FEET OF THE NORTl-1 83.50 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER: ·of'"'. _._-:· ._-: .··,,,, THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; · ·.". :."· . . . . . .. EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 791759; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY WARRANTY DEED RECORDED UNDER· RECORDING NUMBER 7206210426. PARCEL . t· ·. '· · ·. -.. . _..··for A OF CITY OF liE-N.T.ON LOT LINE ADJUSTMENT NO. LUA-14--000190-LLA (PANTHER LAKE), . : . ...,_, ·:......----~---~----'-~ ACCOUNT NOS.-3223059123; 3223059148, 3223059273;0:322305934:t"· & 6623400054. . · .. . -: : KING COUNTY FINANCE DIVISION CERTIFICATE ... ......... ,,,,,, ACKNOWLEDGMENTS . .. . . .. . .. .. . . . " . . ·-==-····::· I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELl~T,E¢!6\u \\\\ ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL A ~ '~l"S • • • /:/ y '• CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN COt-j.fl\ r.: 61t@Jl:-.r.. 0 lq AS STREETS, ALLEYS, OR FOR OTHER PUBLIC USE, ARE PAID IN FULL. / 0 .' "'I(••.~ I~ : · RECORDED UNDER RECORCHNG NUMBER 20140905900012, IN KING COUNTY, WASHINGTON. . : . " ::·. ; _. .---·-: STATE OF WASHINGTON I COUNTY OF -fK<~(,...,..)r'\.~Jj. -t------l 7 l ss . . ·: ... -. ! • -:··=:-.. ·,.-···· _______ l : : . :' . _-. . ;•. . . . . . .. . . . ON THIS DAY PERSONALLY APPEARED BEFORE ME CHARLES F. CONNER, TO BE KNOWN TO BE THE MANAGER OF GREENLEAF-LAROSA, LLC, THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUt.tt;:NT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE A FREE AND VOLUNTARY ACT AND DEED OF SAio·.-. CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT . HE/SHE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF THE CORPORATION. 11-tr\...., N . GIVEN UNDER MY HAND AND OFFICIALS SEAL THIS _'T_ DAY OF®, • 2015 NOTARY PUBLIC IN ND FRT E STATE OF WASHINGTON MY COMMISSION E:.:X,;.,PiilllR~ES~~\ Q~Sm:iaii,iSi!iii:mimm~--- SHARQN L BRENNAN NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES OCTOBER 9, 2018 m 111111111111111 I II I I 20151105000048 CITY OF RENTON PLAT 157.00 ~ 2015 PAGE-001 OF 0. 05 V. OL 271 PG 001 . ~ 11/05/2015 08:55 .if/if~~ '--~NG _c~~NTY'. .. ~~ ------·-------------~/f~7~ MANAGER Norm Albeq;:i SUPERINTENDENT OF RECORDS ·-. . . . . . . ·.. . . .·tVI Cl NI TY: :M=AP._. . ·-: -. . . . . . ·. . .. . ..... - SCALE 1"=1000' .. .. . . . . . . . l_.-t-- . ... . . . · .. .. . ' .. ~ SE 192ND ST co 0 ,-< SE 196TH ST . . . . .. .. . : . .. . . . .... . .. . . · s+tl N 1, it 0 : :o • -,:) EXAMINED AND APPROVED THIS DAY OFf)YM Ir 2015 ~ ~ • ~ )::> /1 /J J\z\ · :6 Lk (_/aud~· -~,, DEPUTY. FINANCE DIVISION ~s~E.1;1..0~Y \\ ,7/NG, ---'\'-,,,,,, ... - . .. \·:-··-LAND SURVEYOR'S CERTIFICATE . I HEREBY. QERTIFY THAT THIS PLAT OF GREENLEAF IS BASED ON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION-92, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE , -·· ··-··.. SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STA.:L<ED CORRECTLY ON THE GROUND, AND THAT I HAVE FULLY COMPLIED WITH THE . . . .. . . " · .. . . . . . . .. . . . . .. PROVISIONS: ·OF THE P-A EllliLATIONS. . . . . . . . . .. ·:, .. . -•. : . ... · .. : .· . . . ; . . . . . ' . ·. · . . . -. : . • • ; • I 1 • • • . : . . .. ·-:;-.,•,.-- . ·. . . . . . . 40094 CERT~{C':TE NO . .. . .. ·. .. ~Lirv~y & Mapping ::1524.Y NE 90TH STREET :_-·,: :. RE'.OW)ND, WA 98052 · · TEL. -~5.823-5700 FAX -:425.823-6700 . . •: PROJECT NUMBER: .DATE: g /fg";1 s 14-_.\5(3: ·.: · ....... . . . .. .. sHE"E!T 1 ot s .. .. . : . .· .· · .... -:..- ' . • .. AUG O 4 2016 . . . . . .. . ··: . . . ·. . . . .. ·: : : : . . . .. .·: . . . . .. ·. : : · .. . . . . ·. .. . .. . ... ···:-._.. __ CITY OF . . .-=_._,=··'RENTON . LU'A 15-0.0045.3 tND10-0~z°4 .. -·: .. . . . :: .· .. · .. . . . ... ... . TITL_f2~· NOTES • _. .-• I •, •, ', , . . GREENLEAF POR. OF THE NE 1/4 & SE OF SECTION 32, TOWNSHIP 23N., 1/4 OF THE RANGE. 5 EAST, COUNTY, WASHINGTON SW 1/4 W.M . CITY OF RENTON, KING EASEMENT PROVISIONS ·.. . PBFl 'cHICAGO. TITLE INSUR~fj(;E COMPAN¥:ORDER N0.:.".0035887-Q.6, ·D"ATEO ··MARGJ-J 22, 2015. 1. AN EASEMENT IS HEREBY GRANTED AND RESERVED FOR THE CITY OF RENTON, PUGET SOUND · 2..11 GENERAL NOTES . . -:.-::,•., ..... -• -• . · : · · ·. : . .· : .· . : · . ENERGY COMPANY, CENTURYLINK TELEPHONE COMPANY, THE REGIONAL CABLE TELEVISION AFFECTING PARCEL A: . :· · . :. . : · . . . , · · GOOPAN"i' ·Ji~D THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR 10 1. THIS PLAT IS SUBJECT TO THE ESTABLISHMENT OF THE GREENLEAF HOMEOWNERS ASSOCIATION (HOA). · · · · ·• · · · · • ·. ._,. FEET PARAL[f.J: WITH AND ADJACENT TO THE ROAD FRONTAGE. THE PURPOSE OF THE EASEMENT 1. st.iBJECT TO ht-J°.-EASEMENT Foi ELECTRIC.-·TRANei~ISSION AND/OR-0t3-TRIBUTION LINES AND • . . . .-:-IS TO INST.1:,p:, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, APPURTENANGl'::S AND THE JERMS AND.CONDITIONS THEREOF,GRANTED ·to PUGET SOUND POWER.-_.::.:-· CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF 2. THE ACCESS EASEMENTS SHALL BE KEPT OPEN FOR EMERGENCY AND PUBLIC SERVICE VEHICLE ACCESS AT ALL TIMES. & UGH., .COMPANY AS CONTAINED IN INSTRUMENT RECORDf-0 UNDER RE;(,QRDING No;: .-:-· S,l;RVtN~/fHIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRICITY, NATURAL GAS, TELEPHONE, 79012306i5. (TO BE RfllNQUISHED) ·.: :: . • : : . :-. SEWER AND WATER SERVfC'lc ··/lf-10·. CABLE TELEVISION .. THE EASEMENT SHALL INCLUDE THE RIGHT · · · · · · · · ·to. ENTER UPON -.'fHE LOTS AT ALL"]MES FOR THE PURPOSES HEREIN STATED. AFTER ENTRY (jJ SUBJECT To AN EAsEilEN.T FOR u-tlLITY sYiiiTEMS FOR: T~ANSM1ss101,f ·D1sTRIBUT10~ AND·.-:s1-;1,..: PU~i.JAtn. To_ -JHESE EASEMENTS, .-J}IE PR-9P;fRTY SHALL BE RESTORED AS NEAR AS POSSIBLE TO OF GAS AND ELECTRICITY ·ANO .. :0-iE TERMS: AND CONDli:fQNS THE)\[OF GRANTED -:To PUGET.-:·. IT.S ORIG!NAL:-f:ONDITION. NO LINES OR WIRES· FOR. THE TRANSMISSION OF ELECTRIC CURRENT OR 3. THE ROAD AND STORM DRAINAGE SYSTEMS HAVE BEEN CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES AND ANY DEVIATIONS FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON DEVELOPMENT SERVICES DIVISION. 3. 4. SOUND ENERGY INC A WASHINGTON CORP.ORATION AS ·eoN.T.AINl::D IN INSTRUMENT RECORDED . f{)R JELEPHONE USE OR •. GABLii/·TELEVISibN SHAl.L=.-BE PLACED OR PERMITTED TO BE PLACED UNDER RECORDiNG (!UMBER 20141231000757.,.(PLOTTED) ._. : _._-."· · ·-.-:-:-UPQlf ANY LOT UNLES'.\(THE SAME S~LL BE U~!)ERGROUNO OR IN CONDUIT ATTACHED TO A SUBJECT TO A COVENANT RELATING TO MAINT~N'ANCE OF ROAD APPR.OAC~ CONTAINE6 IN DEED .... :-· B.~~~ING. .. ···/: . =:' = = .. -:·~· FROM GEORGE F. LANSING AND DOROTHY LANSING;· f-llS, WJFE, TO ."if.IE' STATE OF WASHINGTON, .-·:· 2. ALL $ANITARY SEWER EA:siEMENJ.S.·NOJ SHOWN AS PRIVATE ARE HEREBY CONVEYED TO THE SOOS RECORDED UNDER RECORDING NO. 7208240314. . ·' .. _., · -. ·. CR~tK WATER A~O SE~R Dl;i"f~ICT Fdfl: lrlE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER P.ROPERTY WITH._-.SEWE;~: SER_',:'.1-CE. ._.. · PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES. . . . . . . . · . . . . . . 3 .. :: .ALL STORM .DRAINAGE EA'SEMENT NOT::sHOWN AS PRIVATE ARE HEREBY CONVEYED TO THE CIT':( . 4. ALL BUILDING DOWN SPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS R-3808 ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE . AFFECTING PARCEL 8, C & D: . ·-. : . OF RENTor.,i:-F"OR THE PQ~POSE OF ,;ERVING THIS ,SVf:lDMSiON!i .AND OTHER PROPERTY WITH .-:· . : •. ·. STORM DRAINAGE SEl,"VICE. : · · .. . ·.: · ·:: 5. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLO OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED . 5. 6. 7. 8. 9. SUBJECT TO AN EASEMENT FOR WATER LINE(S) AND APPURTENANCES AND THE TER~i(AND CONDITIONS THEREOF GRANTED TO SOOS CREEK WATER AND SEWER DISTRICT, A MUNICIPAL CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9207171283 AND 9207171284. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (TO BE RELINQUISHED) SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM ALBERT HUVINEN AND MAXINE HUVINEN, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7206210426. . . . ·. . . . . .. : -.-STORM DRAINAGE.-. EASEMEN1°-.".PRO~S10NS . : · · :· ·. · .. _ .4. P.R"rVATE DRl\!E~~Y EASEMF.:t:fr AN0·:11~soc1ATED $-TORM. -s~~~EM AND WATER QUALIT't:·rnE'AT.MENT ·=· -.. 6. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE GREENLEAF HOMEOWNERS ASSOCIATION. · ·--.. -S10RM FILT~ FACILITY $ERVING :ff'.IE DRIVEWAY-."FQR LOT 32; :33 AND 34: ARE PRl)fiTE STO!fNI, . . SYSTEMS A'ND FACILITIE$. THAT WJLL BE THE .RESPONSIBILITY OF' 'fi':!E GREEENLEAF.":'HOMEOWNER"'S 7. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 108TH AVENUE SOUTHEAST FROM ASSOCIAiIGi>l AND THE.-LOT OWNERS OF THE":.GREENLEAF PLAT TO MAi~TAIN Wl1'l'i EQUAL AN'D THOSE LOTS WHICH ABUT IT. UNDIVIDED IN'fffiES1.:: ·: .": . : :· • · · -"· .. · · · . -· · · · · , · ,• -8. LOTS ·wm•JlN THIS SUBDIVISION ARE SUBJECT TO RENTON MUNICIPAL CODE 4-1-160 WHICH PERTAINS TO GENERAL AND SPECIAL T,A)(ES' At{D CHARGES AFFECTING PARCEL 8. @ THE 10 FOOT PRIV;TE STORM DRAINAGE EA~EMEN:r-·si-fo.WN ON LOTS 2 THk~UGH 6 IS-f~R THE . ;::· IMPOESLES IMP'I.ISl FEES TO FUND SCHOQ.f. SYS~M. IMPROVEMENTS NEEDED TO SERVE, NEW ·. · •. · BENEFIT OF LOTS 1 THROUGH 5·:r.oR PRIVATE STORM DRAtNA-GE FACILITHiS. THE OWNERS OF SAiii,.. DEV OPMENT. ""-~ A CONDITION OF F:INAL APPRl)YAL, 50% OF THE IMPACT FEES DUE FOR THE PERTAINS TO GENERAL AND SPEC __ 1_~--TAXES AND .tHAR~f;_s_ .. A_ FFECTING PARCEL C. LOTS 1 THROUGH 6 ARE HEREBY-·RE;SPONSIBLE FOR THE MAJNTENANCE' bF THEIR RESPECTIVE ··:,.-, .. ._..• •Pt.Al; -~HALL BE AS.~ESSED_ AN[)_ COJ='1:ECTED IM1'4EDIATELY PRIOR TO THE RECORDING, USING THE PRIVATE DRAINAGE FACILITIES AND 'SHALL SHARE EQUALL '(.: fN THE MAINTENANCE ~ESPONSIBILITIES .. .-,·. FEE SCr{EDULES IN-~FFECl WHt:.N. ·JHE PLAT ~ECEIVES FINAL APPROVAL. THE BALANCE OF THE PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES 711=:-F.ECTJNG PARCEL D. OF THE PRIVATE DRAINAGE FACILITIES ·usEG. IN COMMDN' WITHIN Sl';ID EASEMENT:.'· ...•. '·-' -.• ·•. • ASSES~D FEE SH'11.:L BE ALLOQA'rED EVENL._'f TO THE DWELLING UNITS IN THE PLAT AND SHALL • . -:. · · '·, .. , · -· -· . ·-. ' ·'. · ,B& -COCLECTED PRIQR TO THE. ·BUILDING P5RMIT ISSUANCE. AFFECTING PARCEL E: . : ·: .-_:-':-._. . . @ THE 5 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON COTS 8, 32 bND 33 IS r"OR THE .' _ . .-.· .-::· • . BENEFIT OF LOTS 7, 8, 32, 33 AND 34 FOR PRIVATE STORM -ORl'\INAGE FAGJLITIES. i:riE OWNERS _ ...... fl._. PROPERTY WITH}tl THI~ P~~:f IS SUBJEQ-T TO COVENANJ,S, CONDITIONS AND RESTRICTIONS, 10. SUBJECT TO COVENANTS,(60NDITIONS, RESTRICTION~-RECITALS, R"ifSERVATIONS, EASEMENTS, OF SAID LOTS 7, 8, 32, 33 AND 34 ARE HEREBY RESPONSIBLE° FOR .1J-lf;::-MAINTENAflCE OF THEIR· --.: .RECORDED Ul~f,-ER KIN"_ ~UNTY REC.'.'1'RDING NUMBER ,t 015"{! 0 5 OtJCJOt:/.':f . EASEMENT PROVISIONS,:DEDICATIONS, BU\LOING SETBACK LINES, NOTES, STATEMENTS, AND OTHER RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALL.Y:IN THE MAINJENANCE :: .·.· :: ·: ::· MANNERS, IF ANY, Bu:r OMITTJNG ANY ._(,OVENANTS ClR RESTRICTION$, IF ANY, INCLUDING BUT RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILl'IIES USED IN COMMON WITHIN sim EASEMENT •..•... · -10. THE APPLICANT OR $\JBSEQUENT .QWNER SHALL COMPLY WITH THE APPLICABLE CITY OF RENTON NOT LIMITED TO TH.OSE BASED UPON:RACE, COLOR,:.RELIGION, SEX:."SEXUAL ORIENTATION, ·:. TRAFFIC ¥JTIGAno~,FEE SCHEDlJLE, OR APPLICABLE IMPACT FEE SCHEDULE IN PLACE AT THE TIME FAMILIAL STATUS,.-MARITAL STATUS,"-'DISABILITY, HA1'1DICAP, NATION-AL ORIGIN, ANCESTRY, OR (-j) THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 16 IS FOR THE B"EI\IEflT OF OF FEE.PAYMEN"f,:THE APPLIC/lr-:IT ~HALL PAY Tf-j~ ,MIJlq/iJ1$)N 9f,JMf~(:;T,fEfc· .. ~R!0[<,J,9A,c,.c,,,;,,,,,,,,;c"'"''''""' ·•<<,;c;··:,/: SOURCE OF INCOME, AS SET F09-ji-f IN APPLICABl:;E STATE OR Fia;DERAL LAWS, EXCEPT TO THE LOT 17 FOR PRIVATE STORM DRAINAGE FACILl'nES. THE OWNERS OF SAID LOTS 16 AND ·17. ARI; .. , .. , ... ·-.:: RECO[>DING OF_._THE FINAL P_L.AT. , '·"~~·'"''*''·'-"••=''°''' '"'''''';' : ·.. . . . . . . . .. ,., . ' < '' ' ,,;.;< EXTENT THAT -~AID COVENANT DR RESTRICTION, IS PERMITTED 6'.f APPLICABLE LAW, AS SET HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES :.' :: · · ·: '' FORTH ON CJ'l'Y OF RENTON !.,BT LINE ADJUSTMENT #LUA-14-:--000190-LLA,.-RECOR!:Jl.:EJ. UNDER AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE ·.•. 11. SINGLE FAMU:,Y RESIDENCE;$ AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY RECORDIN(l·}lUMBER 20140~05900012. ·.·• ... . . ··' • · ·.:. FACILITIES USED IN COMMON WITHIN SAID EASEMENT. · ':, .. T~H:5 SUBD!VISIQN MUST-l~PLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES . • . ·: &TIPULAJfD IN THE AP.PROVED DRAINAGE STUDY AND PLANS NO. R-3808 ON FILE WITH THE CITY 11. SUBJECJ.:_~O COVENANT RELATING.J.0.-MAINTENANCE OF.ROAD ~pi,~OACH CONTAINED IN DEE~--:_.. @ THE VARIABLE WIDTH PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 18 AND 19 IS FOR OF REt'ff9N AND AS .. liSTED IN THE TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANTS FROM RAY!-il~ND E. DEACY AND ELVA K. DEACY, HIS Wlf"E, To.: THE STATE OF W/.ISHINGTON, · · THE BENEFIT OF LOTS 19 AND 20 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF AND GRil:t4T-~.}?'. ~fSEMENT RECORDED HEREON RECORDED UIIIElffi. RECORDING NO. 7204110301. . ·.'. • ·."· ,··' -. . . :.-. . SAID LOTS 18 THROUGH 20 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR • :: ·-:--··· :: -··' :: . RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE . 12. SUBJECT TO COVENAl'tt-RELATING TO MAINTEt,1>1;NCE OF R5AD APPROACfi CONTAINEI'r°IN DEED .. RESP.O.N~IBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. SENSITIVE AREAS AND BUFFERS NOTE FROM GLADYS L. GREER: ··As HEJ3J;:, ~D'ARA'fE'. ESTATE, T-9 THE STATI;>"oF WASHING'.fDN, .--•. : · .. RECORDED UNDER RECORDING NO. 7204110302. . · :.. .-."· :. _. .. (i/ THE 10 FOOT F'RlVbTE STORM DRAINAGE EASEMENT SHOWN ON LOTS 21 AND 22 IS FOR THE : : : : .·:·· . BENEFIT OF LOTS ·2-z .AND 23 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID 13. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND"."UTILITIES ANG .THE 1.ERMS AND · · LOTS 21 THROUGH 2~-_ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RE.CORDED UNDER'Rt'cORDING NO .. -: . ~EUVAfE:_{)RAINAGE FA~ILITIES ANQ SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES THE SENSITIVE AREA IDENTIFIES THE WETLAND AND BUFFER AREA. THE CREATION OF THE SENSITIVE AREA CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE AREA. THE VEGETATION WITHIN THE SENSITIVE AREA MAY. NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT EXPRESS WRITIEN PERMISSION FROM THE .CITY OF RENTON .. THE RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OF SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. 20120809000865. (TO BE RELINQUISHED UPON RECORDINQ_.?F THIS PLAT) . .-. • .·-' OF THE P~IVATE DRAll>J,AGE FACll}Til:S-. USED IN COMMON WITHIN SAID EASEMENT. @ SUBJECT TO AN EASEMENT FOR THE PURPOSES SHOWN AN"6··RlGf;lJS INCIDENTAL. :fH~RETO, :is .-@· THE 5 F~~r 1"-RJVt,T~/-~TORM :D~~INAGE -~SEMENT SHOWN ON LOTS 24, 25 AND 26 IS FOR THE GRANTED IN A DOCUMENT TO PUGET SOUND ENERGY, INC., A WASHINGT-Otll-CO~PORATION FOR : ·:. BENEFIT OF LOTS ·2,r THROUGH 26 FOR .fl RI VA TE STORM .DRAINAGE FACILITIES. THE OWNERS OF THE PURPOSE OF UTILITY SYSTEMS FOR TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND : : SAID LOTS 24 THROUGH 2.6. ARE HEREB'i' RESPONSIBL:E F'0f$. THE MAINTENANCE OF THEIR ELECTRICITY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER : -·:._ Rl;:SPECTIVE PRIVATE DRAINAGE FACILr-i'IES AND SHALL SHARt:: £QUALLY IN THE MAINTENANCE 20141231000757. (PLOTTED) . • ·:: · .. f{ESPO!'J:~1-~ILITIES OF '.~1::· PRIVATE_._~RAINAGE FA~l~ITIES USED .t~· COMMO·~. _WITHIN SAID EASEMENT. 15. NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE·:.. @ THE 10 FqOT PRIVf\Tf STORM DRAINAGE EASE/',l~NT SHOWN _ON LOTS.27. TH~6U.GM 30 IS FOR THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING.·.·.;. BENEfff.,OF LOTS ) ·THROUGH !3."FOR PRIVATE:: STORM DRAIIIJAGE FACH:ITIES. THE OWNERS OF SAID NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE 25 FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. NO. 2013071900104-6. · '::. . LQ.TS '28 THROUGH. 31 ARE Hl.'.:REBY RESPONSIBLE FOR Trjl': MAINTENANCE OF THf:'.iR RESPECTI\IE .. '·,:, "P"RIVATE DRAINADE FACILITIES: :AND SHALL. SHARE EQUA1'LY IN THE· MAINTENANCE ,RESPONSIBILITltS 16. 17. PERTAINS TO GENERAL. AND SPECIAL TAXES AND CHARGES AFFECTING PARCEL E. SUBJECT TO AN OIL AND GAS LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NO. 6167523. AFFECTING ALL PARCES: 18. SUBJECT TO A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN BETWEEN GREEN-LEAF LLC, A WASHINGTON LIMITED LIABILITY COMPANY & CHICAGO TITLE INSURANCE COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20141014001092. REFERENCES 1. 2. 3. 4. 5. GREENLEAF ROAD AND CONSTRUCTION PLANS PREPARED FOR CONNER HOMES PREPARED BY ESM, UNDER JOB #258-044-013, DATED 08/15/14. PLAT OF PANTHER LAKE GARDEN TRACTS, VOLUME 9 OF PLATS, PAGES 25 RECORDED UNDER KING COUNTY RECORDING NUMBER 18970701158676. PLAT OF COUGAR MEADOWS, VOLUME 161 OF PLATS, PAGES 47-51, RECORDED UNDER KING COUNTY RECORDING NUMBER 5176141. PLAT OF VISTA HILLS, VOLUME 67 OF PLATS, PAGE 99, RECORDED UNDER KING COUNTY RECORDING NUMBER 196110315347 470. PLAT OF VISTA RIDGE, VOLUME 159 OF PLATS, PAGES 30-32, RECORDED UNDER KING COUNTY RECORDING NUMBER 199112241091. OF THE PRIVATE DRAINAGE FRCJLITIES USE.D IN COMMON WITHIN."-$AID EASEMENT. . . • • • • "• •, I • .-_. • ", • • • PRIVATE ACCESS EASEMENT SANITARY SEWEB. EASEMENT P_~?ytSIONS .. .-.-.. .: ,,·.,·.·.-.. ,: ·=·:-···,,1;,·· .. ,'i.f'\'JVATE ACCESS EASEMENT SHOWN ON LOTS 8, 32 AND 33 IS FOR THE BENEFIT OF LOTS 32, • · . . · . · · 33 AND 34 FOR INGRESS AND EGRESS. THE OWNERS OF SAID LOTS 8, 32, 33 AND 34 ARE @ THE PRIVATE SANITAR1'. SE.WER" "i::l>;S°EMENT SHOWN ON Lo:rs 17, 19 AMi'.i 20 IS FOR ·YHE BENEFIT HEREB'('. RESPONSIBLE FOR THE MAINTENANCE AND SHALL SHARE EQUALLY IN THE MAINTENANCE OF LOTS 18, 19 AND 20 AND LQt C OF LOT.'-LJNE ADJl;JSTMENT #LUJ\'-14-00019-J:.t.A FOR . , -'· . .-.. RESPOt:,l~IBILITIES OF SAID EASEMENT. PRIVATE SANITARY SEWER DRAINAGE. FACIL)TIES. THE . .QWNERS OF .$AID LOTS 17 -THROUGH 20: i\ND ·. . LOT CARE HEREBY RESPONSIBLE FCJR·JH£ MAINTENANCE OF THl::IR RESPECTIVE'..-PRIVATE :· :: ~ A PRll/ATE ACCE~S.f'ASEMF:t!l:r SHOWN ON LOTS 17, 19 AND 20 IS FOR THE BENEFIT OF LOTS 18 DRAINAGE FACILITIES AND SHALL SHARE 'EQUALLY. ·JN THE MAINTENANCE RESPONSIBILITIES ·C:JF THE . . 19 AND 20 i::oR" .INGRESS AND' .EGRESS. THE OWNERS OF SAID LOTS 17 THROUGH 20 ARE HEREBY PRIVATE DRAINAGE FACILITIES USED IN COMMON \1111}:!IN SAID EASEMENT. ·: . . R)':.3PONSJ1alt"E FOR THE MAINTENANC£c: ·.~ND SHALL SHARE EQUALLY IN THE MAINTENANCE .. ·. .". · • · • · .~ESP~NSIBILITIES OF SAID EASEMENT. ·:. @) THE SANITARY SEWER DRAINAGE SHOWN ON TRACT E & ·1:o"is 32, 33 ANi:l 34 IS FOR: THE .-. BENEFIT OF ALL THE LOTS WITHIN THIS PLAT AND LOT C OF #LUA-14:·:°00019~LLA .rOR SANITARl{ SEWER FACILITIES. THE OWNERS OF SAID LOTS ARE HEREBY RESPONSIBLE FOR THE-:' MAINTENANBE OF THEIR RESPECTIVE PRIVATE SEWER FACILITIES ANO SHALL SHARE EQUAtt,Y JN"· 1HE ·:. MAINTENANCE RESPONSIBILITIES OF THE SEWER FACILITIES USED IN COMMON WITHIN SAID .. EASEMENT. . . . . . . .. . . . . . . . . . . . . .. .. . ._ . . .. . ·. · .. . ·. : ' . ·==-·····. ·=·-::-..-•. --··· -·. : .. .. . . . -~--·Ax i·:-s·····:_: .. ::_:· . . $Orv~ & Mapping _.-. -.'."1524·{ NE 90TH STREET .. Rt;;DMOND, WA 98052 ·:, :_. - TEL.":425.823-5700 ·- FA~-:425.823-6700 • : . PROJECT NIJ1v1BER: .DATE: 9/JS/15 .· :-. 14-_1.$~: ·.: · · .:: SHE-E(T 2 .. .. . . o·f 5 •: . . .. : : ·-·: . .. :_ . . . . . . . .... . : . ,: _. : ·. · .... -:.·· AUG O 4 2016 ,'-"'.,;)! • -'••< ' J ~-------- . .J .. .. . . . . . . . . .. · . . . · . . . . . . . ; . . . . . . . : :-I'} .., ( ?I() ?. _.·: . . l-I f.l J ·;-· ___ __. ...... ,......------------------------------------------------------------------------------------------------------------. .. .. ··-:-.... _CITY OF . . -:_..,:RENTON Ll).A15-00045:3. LNb10-052-4. . .. .. . . ·.. . . . ·: . . . . . TRAG~f' NOTES . . . ... • .. .-.... ' ·. · .. . . . . : : GREENLEAF POR. OF THE NE OF SECTION 32, SE 1/4 OF THE TOWNSHIP 23N., RANGE. 5 EAST, 1/4 & SW 1/4 W.M . CITY OF RENTON, KING COUNTY, WASHINGTON EQUIPMENT NOTES SECTION SUBDIVISION ·==--:.·::,._ ....... · 1:, : Tl~-E ARTIC~E;ii° OF INCOR_F.'.0RATION FOR_:_GREENLEAF _liOMEOWNER 1 ,ASSOC!ATtON. ~:'i ON FILE WITH THE PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSl110NS WERE FIELD MEASURED UTILIZING . STATE OF:WASHINGTON:IN OLYMPIA. MEMBERSHIP.lN' THE G~RENLEAF HOMEOWNER(3..A.SSOCIATJON GLOBAL f'q:'ilTIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. AND PA-Y-MENT OF DUES OR OTHER ·ASSESSMENT= SHALL-Ri::MAIN AN APPURTENANCE .TQ .AND MQNUMtNt P(JSl,JO~JS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE 29 FOUND 1 1 /2" BRASS DISC~-. .. -------------- INSEPARABLE FROM-EACH LOT. :."· . : . . : : . ·:. .·TIED INTO THE CON:rROL POINTS UTILIZING LE/CA ELECTRONIC 1201 TOTAL STATIONS FOR THE ·. : . · · · · · · . -· -·. · · · · .·.:.-.. _.::··MEASUREMENT Of.)30TH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS STAMPED WITH "X" IN CONC. I 32 2. A ·m:AGT' IS LAND RESERVED F.OR SPECIFIED. USEsr1NCLUDING, eut NOT LiMITED TO RE$ERVE _.:: . · ,... SET BY WAC$ 3-32-130-080/090. TRACTS." .RE-CR.EA'flON, OPEN SPACE, CRITICAL AREi\S, SURFAc~·."WATER RETEfHION, UTILITI --~ .-:···. ·:_--:·· MON IN CASE, DOWN 0.45'. . CITY OF RENTON CONTROL FACILITIES AND. ACCESS. TRACTS ARE NGT CONS1DERED BUILO!NG SITES F(JR. THE PURROSES .Gr" RESIDENTIAL DWELLING. ; .=. . : . : : . :.": .:."·. : :: .·.-: ... 3. TRACT 'A' IS A OPEN SPA~~itN1"R/."~ONUME~i_ TRACT AN:IJ.IS HER.E:@=·/ GRANTED 1.1fi·~ CONVE~~-ci- UPON RECORDING OF THIS PLAT TO THE GREE~AF HOMEO~ER'~-ASSOCIATIOf'!.;!'OR OWNE[i!SHIP AND MAINTENANCE PURPOSES. ·:. . · · . . 4. TRACT '8' IS AN OPEN SPACE TRACT AND JS HERE~-Y-~.i\NTED AND CQNVEYED UPON RECORDING _.::- OF THIS PLAT TO THE GREENLEAF HOME OWNER'S ASSOCIATION= -F-OR-OWNERSHIP AND JA"AINTENANCE. : · .. PURPOSES. . : . . . . . 5. TRACT 'C' IS A STORM WATER / SENSITIVE AREA AND IS HEREBY GRANTED ANp:."·coNVEYED Uf.0.N THE RECORDING OF THIS PLAT TO THE GREENLEAF HOMEOWNER'S ASSOCIATION tOR·.OWNER~_t,hP MAINTENANCE OF ALL IMPROVEMENTS AND LANDSCAPING ON SAID TRACT. · ·. -:: A STORM WATER EASEMENT IS HEREBY DEDICATED TO THE CITY OF RENTON OVER, UNDER AND ACROSS SAID TRACT 'c' FOR TI-JE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER. THE CITY OF RENTON IS HEREBY GRANTED THE RIGHT TO ENTER SAID STORMWATER EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, IMPROVING, AND REPAIRING THE DRAINAGE FACILITIES CONTAINED THEREIN. ONLY THE FENCE, FLOW CONTROL, WATER QUALITY TREATMENT AND CONVEYANCE FACILITlES WILL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE 8.'t :TJ.tE CITY. MAINTENANCE OF ALL OTHER ~ciER~~~ME~~JE:~DA;:ig1~:~G IN S~!_Q= ·sTORMW"'~R TRACT SHALL BE THE RESPONSIBILITY OF . . . 6. TRACT 'D' IS A OPEN SPACE / SENSITIVE AREA AND IS HERE'B''t -QRANTED AND CONVEYED UPON THE RECORDING OF THIS PLAT TO-THE GREENLEAF HOMEOWNER'S'~SSOCIATION FOR OWNERSHIP MAINTENANCE OF ALL IMPROVEM.E~-TS AND LAND.SCAPINC ON SAID TR(>..CT. TRACT 'D' IS RESEVED FOR SPECIFIC PURPOSES INCL!J.DING, BUT NOT .titMITffi: :ro OPEN SPACE:, SENSITIVE AREAS AND SURFACE WATER RETENTION,·.' . :."·. . . . . . :: . . . . :_.. . =: -~ .. :-. . .. . . _ ·. . . . .. : ... ·. . . . ..... .. :.:.·.·: :-:> ....... · ... · ·. •. : •. . ' ,· .:f ·" _.-:? •" • I ! .• ._• • /.:. : . ·. : . -: . .· .. · . .. _.·. 1.,0T BMP .:J'ABLE . . . . . Lo·( ._.AREA IN fl . = ··so. FT. 65% Mix Al:.LowAsi'..t-ioT AREA 1N . . IM)?ERVl9{1S AREA. # SQ. FT. 65% MAX ALLOWABLE IMPERVIOUS AREA . . . . . . . .. 4,730. -:· · . . 3,!J.'15 SQ. FT .. _-.. 18 5,581 3,628 SQ. FT . . 4,57,?-. .2;972 SQ. Fr.:· 19 .... 5,~1?~. 3,879 SQ. FT. ;c · . ------,;. . . ·. : : MONUMENT #1866 (VISITED 8/25 2014) FOUND 1 1 /2" BRASS DISC STAMPED WITH "X" IN CONG. MON IN CASE, DOWN 0.5' N 2.26'x E 0.13' OF THEO. (VISITED 08/25 2014) 3 41 \}73 .. :-· 2,972 SQ:·.FT. : 26 7,145 . . . 4,644 SQ. FT. .·:· · · _. · · .· . · .· 31K' N89'26'21 "E 2629.82' ....__ / ___ 4-+~:-~·il_,5_7_3_-b_ <-':~_2_. 9_7_2~?;0~--F_T_. ~. ,_· ·_+-_2_1 -+---5_,8_6_1 -+----· -.c,.: ._3_, 8_1_o_s_Q_. _F_T_. ~· .__,_·: --c-1 •• :·.-.:.-. _1314. 91' . ~ . _1314. 91 '_ . ...: 32 5 . · _4_._57_3~.;.J----2_,9_72~·s_Q_. ~F'--:r, __ -+_2_2-+,_,.-~·-5.c.,'·6.~~~6-·-+·---·~-'1_,6_8_3_S_Q_._F_T~. ----<·: -:--i \ CALCULATED I . .;r 1xi GRAPHIC SCALE 0 500' 1000' l" = 1000' N89"32'14"_E _ 2662.93' .. ~ CALCULATED~33 POSITlON 6 :."·. 4,581._-."· 2,978 SQ._. ff. 4::, ,· 5,84'!,: .~.800 SQ. f.T:.: ·. .. . . . 32 POSITlON t: 0 ! ~ _ . ~ ·. ·:f 5, ~~<l .3;275 S_Q·:. FT. : ·."24 6,059::: :".-:3,938 S~;-"FT. . ' · jg {; ~ ~-:Bl;;· ~-~ N89'43'12"E 8 5-;S~J. ,-: 3,875 SiQ. FT. . ·:. 25 5,206 . · ',_._. 3,384. :SO. FT. . : ·. • ) <xi I'S il";I/ : -+-. 656. 76' .-••···8-f0 z,-W~j \ 1--9-+--_5_,_62_8_· ·_. f...·~-::...·--__ 3_,6_5_8~:S_Q_. _F_T·---·-'c· cl-2_6-+~-5_,1_92_-+ ___ 3_,3"""7'~5_S_Q_._F_T_. ~·.:_· --1 .-:··' .-. '° ~ ·.: ·.: .N89'43'12"E. ~;:!: . ~ 10 4,841 3,147 SQ. FT. .. :,27,.:··:·;\1?37 ;3;7"94 SQ. FT:·.'_. ___ ;: l;;. ·-.-.-.-.956.70' · \:.J~ -:·· .:«l:. 1--1--1-+--4--,-73-2---1----3-,0-7_6_S~Q-:--.F-T.----+--2-8-r--4"'-c,8-10 ...... :~ ---_-,-._.-3,-1-27_S_Q ___ -FJ~:~--i ·:, :.-.-,_.,. _ .. • "':'.~ ... _N8_9.'5f_56"_1'il_ . -~"' .. /· "'·:: 12 4,973 3,232 SQ.·1--[... 2a 4,<)3'6 .:· 3,010 s9.: FT. -,.-, .. · ~ \ ·-:·. 1312.04'\·. T1312.o,f: N89'51'38"E 656.37' N. LINE, S.1 /2 SE t,NE t , SW :t :=13=:=-:::_5,_6_94_-t--··_·-:::_-:::_::::::3:::. 1_0_1 _s_Q_. _·F_T __ ·_._' _= =_·.+-, .3_.G_.+-... _. '_4_, 6_2_1 ___ _. __ 3_,0_0~8~· ._SQ:::.:::F=T_.-_~-:::_.-.. _·:· • · ' ·. ' ·· ... ·. • ·. , · ... i:;_ : .... .-: · .-L . ._-. =· · .~~. .. w 14 5,580 3,627 SQ. FT. 31 4,519 .·. 2,9_:17 SQ. FT,:"·· !::ljg :·';_. 'g .·."· ,111 w .-:·· ·co';-. FOUND PIN IN 4"x4" 1--1-5-i---6,-16-2--+----4-,0-0_5_S_Q_. -F-T.---+-3-2-+--7-,7-2-7"""'· ,-:+-_-_ --5-,-0,.:..2_3_S_Q ___ ff~ .. "--. -~ -· -···· ... · ·. :z ~ .-:-' {; .;;fW-9'.43 0~3"1°6 6rl ;;j {; CITY g~iiN¥g~ b~N~~~ 16 5,451 3,543 SQ. F-T_---+-3-3-+--5-,5-0-1-+--s--.-._-~--:-j-,5-7-6_S_Q __ ~-p:.;..:T-. -~ . : . ;. ~ : . ~ :'.?_-,:. / ./ . . ~ ~ MONUMENT #1873 7. TRACT 'E' JS A PRIVATE .R~CREATIONAL TRACT FOR THEi_BENEFIT OF Ati LOT OWNERS IN THIS PLAT AND IS HEREBY _(?RANTED AND C~MVEYED UPON .!.HE RECORDINQ_."OF THIS Pl.AT TO THE. GREENLEAF HOMEOWN£R'S ASSOCIATION·FOR OWNERSt-0P AND MAINTE(-/ANCE OF SAID TRACT. SHOULD THE HOMP.)WNER'S ASSOClATION FAIL TO ['R'OPERTY MAINf{'.i°N TRACT "E", THEN THE LOT OWNERS OF ALL-'COTS OF THIS P.t,)\. T, SHALL BE .!,QUALL Y RESPOl>l-SISLE FOR JH~ "M"111tiTENANCE OF i--1-7-t--6-.-7 4-4--t------------+--3-4--+--5-, 5-0-1 -+-------~· "a"'·. ------j ·.:. ·. . . • ·. NJ,:23'12"E _/_ ::·."· · (VISITED 8/25 2014) 4,384 SQ. FT. 3,576 SQ. IT._ 31\_ }32_._.. -.:. : .' ·135z.48' : : ~1~ . . 32 !-N88"50'.16"W . 2624.80' .. ,,.,s,,•,c::32::,.•.,&>..c:::,:.;-::-"'.i'''i'''""''"'"·-:<:,_ · ·····=--···· .••. 6 ·::::::· 1309,0,:I' -· ·-.-."·1309.29'·'~··'":' ":; ·,.;., .... =·, . ~ ... -· -. ' THIS TRACT. ._-."·. . . :. '. ·.: . .-.-, . ·.: · . . . : ·. ·. -. · ... . -. : - . : . , .. .. .. . . . · .. . . -· ... .,' I "a •: • . . . . ADDRESS TABLE . . ~-·-L--O-T-----A-DD_R_E_S_S---~-L-0 ..... T.......,-----A-D_D_R ..... ES_S ___ _ ·-·-+--------------1----1----------------j 10732 SE 187TH PL 18 10711 SE 188TH ST PUBLIC DRAIN.AG'E···-EA-SEMENT ~ESTRJC.TIONS::· ._. . ·. . . . . . . .. . . _. ' ... -2 .. ·. ·• •. : . . . . 10726 SE 187TH PL 19 10717 SE 188TH ST 3 "1-0720 SE 187TH PL 20 10723 SE 188TH ST A. B. C. D. E. F. G. H. PROPERTY OWNER(s) SUBJECT TO A PUBLIC DRAINAGE EASEMENT sHA~l, .t-J01."-1-AV~ THE RIGff/i-o.::: · THE FOLLOWING ACTIONS OR ACTIVlllES BEYOND THE SUILD[NG SETBACK llr-Jt OR WITHIN THJ;:.-:: LIMITS OF THE PUBLIC DRAINAGE EASEMENTS IDENTIFIED H~]:;ON: ._,:· . :·. .. ERECT OR MAINTAIN BUILDINGS, STRUCTURES, OBSTRUCTIONS OR "iatA!'.;F; FILL (IN~).J.J!:ii"NG BUT NOT LIMITED TO FENCES, DECKS, PATIOS, OUTBUILDINGS, RETAINING WALLS .AN(l"'O\TERHANGS). .-.. 4 1071">f.SE 187TH PL 21 10729 SE 188TH ST .\:_ 10702, ... SE 187Tl::t."·PL. ··.... 23 10741 SE 188TH ST .-.: F--' -7--t--~-,-.,:--.-. .1-:fl-62-6~-.-S-E-1--8-_i:l'~:H-P-L--.~+---2-4-+-----1-8-71-8-10_7_TH_A_V_E_S_E----I ·. 1----1-----'-''-'-""---'c'----·'--+----+---------------j .. 8 10622 SE 1S7TH PL . · 25 ," ·: ·.. . 18712 107TH AVE SE . . . . PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATIERNS WHICH MAY CAUSE DAMAGE . . ,-.,...,-,-,~~--=,..,.·--+----18_7_D_l_l_0~_7._TH_A_V_E __ S_E~_.._·. __ _,__2_6~=-· +---·-·. :1.8 7 0 6 107TH AVE SE TO OR INTERFERE WITH THE DRAINAGE FACILITIES TO BE PLACED WITHIN THE EASEMENT. .. : ·"10 •. : -.. 18707 .f07TH AVE JE" 27 ."."18700 1~'7Jfj AVE SE -~ -· -·. =:.-. 10708·. $E 187TH _I:~. 22 . 10735 SE 188TH ST .' 6 DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ANY WHICH WOULD UNREASONABL -:.;.-_. ·. . i---1.-1 -1---.~· ·-· · __ l 5_7~1._3_· 1_o_7_TH_A_V_E·._··s_E ___ +-·-' _· 2_8_+---'-'· ·c...· • __ 1 D_7~15:~·s_E_1_8_7_TH_· . ..,,f'.:...L __ ~ INCREASE THE COSTS TO THE CITY OF RENTON FOR RESTORING THE EASEMENT AREA AND ANY ·.,. f---1...,2......._, '+-=-·· ___ 1-c-f}7_1_9_1_0_7_TH_A~VE_S_E __ ~_.+-_2_9_+c-~· ·_· __ 1D,.;._7:_.2_1_S_E_18_7_TH.,_;_."·P_L__..:.c··c...··_·...:··..:..·,... PRIVATE IMPROVEMENTS THEREIN. . : ·.:' . .-. · f3 -)'8725 107TH 'f!iVE SE . . 30 : : 1C:l727 SE 187:ff-J: PL · DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH f----1_4_f---__ :.,_8_8_0_3_1_0_7_TH_A_·Vf_._.~_E~--~··_·_._.-_ _,__3_1~·-· ·+--·--o·-·--·_·1_07_3_3_s_E.......,.18~77T'C""H_P_L ___ -j WOULD DISTURB THE COMPACTION OF UNEARTH DRAINAGE FACILITIES ON THE RIGHT-OF-WAY, OR 15 ·.1.8809 107TH AVE SE ~z· .: 10616 S.E'f87'T'H'·P~. ENDANGER THE LATERAL SUPPORT FACILITIES. t---1-6-i----~.1~-0-.7.0-1-SE-1-88_T_l:l_'_$t-.-. ---+-_._~-3-3-+---.~. --10--61Q :SE 187TH PC : i - f-----1---------'"..,..,-• .-.:..,....__.,_---.. --+--'-" ·----~--------1 ~-1_7_~ ___ 1_0_7_07_._S_E_· 1_·s_8_T~---··.,..:s_T __ ~_..,,.__3_4 __ _,_._: ___ 10_6-:--_\}4_S_E_18_7_T_H._.,P~. C---~., -·· · .... BLAST WITHIN FIFTEEN (15) FEET OF THE RIGHT-OF-WAY. ERECT FENCES IN SUCH A WAY AS TO PREVENT ACCESS BY THE CITY OF RENTON'S VEHICLES TO THE DRAINAGE FACILITIES. ANY FENCE CONSTRUCTED MUST PROVIDE AN OPENING (GATED. REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH. GRADING AND CONSTRUCTION SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY REGARDLESS OF PERMIT REQUIREMENTS. . . . . :: . · .. . ._ . ·. . . : . . . . . . . . . . . . . . . . ·. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .-:·· .·5 f\189'26'04"W ."-2618.58'' .....-5 5 · · · · · FOUND 1 1 /2" BRASS DISC 4 ·:,_.,. FOUND"·METAL MONUMENT STEM IN 4"x4" STAMPED WITH "X" IN CONG. . ·.: ;. CON(: MON IN CASE, DOWN 1.8'. ' ' - . . . . . . .. . .... . . . . . . . . . . ·:. CIT-'( OF RENTO[{·CONTROL MONUMENT #587 MON IN CASE, DOWN 0.35' . (VISITE:D --~<~r201 4) (VISITED 8/25 2014) . . . . . . . . .. .. . . -...... ·. ·. : . .• ... . ·. · .. . . . •: · .. . . ... -·-··:- . . . . -. : . ··=····· ··:·,::-. .-.. -·· . . sw-ve_y."·& Mapping j-524, ·-°ilE 90TH STREET ·: REElM~ND, WA 98052 TEL. 425.823-5700 FAX _4;2°5.823-6700 . .. . . : : PR.G;JECT NUM'f3ER: 14-15$:-= ·.: · .. _-:-- Q-A TE: 9 /1. l;S/1 5 .. . . . . . . . . : : ... .. . . ,· ... _.: ·. . -: .· · .... ·::· . · .. . . -":: .. ,. .. · ·., \.) /\UG O 4 2016 .. . . . .. . .. . · .. . ·. . .. .. : .. -. ·. : : ·. : ... . . ·. .. ... . : ...... ~~ ·. ·. .. '* CITY OF GREENLEAF _._..==·.=··RENTON POR. OF THE NE 1/4 & SE 1/4 OF THE SW 1/4 L~u--··A· 15-o.o··:o· 4.53 OF SECTION 32, TOWNSHIP 23N., RANGE. 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ......... .J}.Jo 10-__ .~~24 __ · .. :· ·1··:._. _:;.· ... -.Y~~u/A lRJO[i)@~ ~:'U@®!~0 ~@c~~ I ~O~uffi~ IHJOll~ ~[i)[i) o/Jfdtll!Wi>/f!lf?) I .. .. '..IL:Ou'i~ ·· ... l©lu'i:ll llQlu'il<'<IJ l«:lflf® \ l(QJ1J''111 TPN:3223059202(UNPLATTED) 2-7 I . ~2 .. FOUND '1 1/2" BRASS DISC . ':,j-.!-W. STAMPED WITH "X" IN CONC . "4;. ~ ~ MON IN CASE, DOWN 0.5' 8·1o r'5 N2.26' x E0.13' OF THEO. :? I~~ (VISITED 08/25 2014) GRAPHIC SCALE -, 0 25 50 100 l" = 50' . ·.· .... .• ···-r TPN:895-ITF'fl.:8956500130 ITPN:8956500140 N LINE OF THE s 16.5' OF THEN 1/2 OF TP~·~i56~00100 TPN:8950300110 TRACT A,~ · t . 6500120 ·:. 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"' .--~ ,-~2~5~. 0:'~,.~~__::..:.:.:::.:_f ~._10,: .. .i:~t s~'' :. . =·· FA>(~25."a23=67gg . ·.·· r --------+--~< SET TACK AND LEAD WITH BRASS WASHER LS #40094 ~ __ ~ iJ ;5.--* N8~;\~"E ;;-FOUND 1 112,, BRASS DISC \·~::~. SlS-..c~··•Ai;L~J_:P;~·;·\l;"~=J.-.' · P.R~~ECT N.\J~,i-BER: 14_1g·~··: ._._..:·· I 25 ,x 95 , STORM i,; \'<",;f\'Sti. ~ STAMPED WITH "X" IN CONG.-/ DA~E;··t(f,.,fb,,.JL'-___ :·/ ·· 1.-.: / :' ,,_o'.i 51.-' MON IN CASE, DOWN 0.35'. b~/ () I( HPl7.·: :.DA TE: 9 : q 5 15 _.~ I DRAINAGE EASEMENT· N55"26'05"E 5.48'--.. ~ , <o • • ::-j--..------------..;2;;;;6.;.0•;.;.19;;.'-----~~------4 '-,l!..-v.;_ __ ~1;;.61:_;., 7~7;_' _________ ._ __ TPN: 6623400070J N89"51'29"W 421.95' -#6623400055 (UNPLATTED) TPN: 6623400051 (UNPLATTED) I/ . . . .. . . SH'E·ET 4 C)"F 5 ···:: . . . . . . . . : . . . · .. . ·. · .... ·:.·· ------------ AUG O 4 2016 C;ll :· . .. . . .. --:· .. · .. . ··: .. ·. ·. : : · .. . . . -·· -: . .. . " : : -. - ···:===--:.·;:,-.,. _ .. -.- -: . ·. . · .... ···:-.... _. __ CITY OF -=---==._,RENTON . LU:A 15-00.0453 ._LND1 o-~-~24 . · · · = ·. · ·.:J.· .... _·: . I I ' I I I I I I . ·. ...... ... :: . · .. .· .. . . . .. .. . ·---. _,:·'·····f···== . . . . .. ~-.... . . . .. . . . .. .. .. .... . . . . ·. : . : I : .. l l · 1 I ·.i-f : I : I I I I I I : / : . . ._-. GREENLEAF POR. OF THE NE 1/4 & SE 1/4 OF THE SW 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE. 5 EAST, W.M . CITY OF RENTON, KING COUNTY, WASHINGTON \ I TRACT A 6 5 4 . . 4,!iB·1,.S,E: ... ... 4,573 S.F. 4,573 S.F. ® l .::-===·. . ... ~ 0. l ® . . ~-------.~--~-----~---------. ,.· · •1,0_'..,PSD .-:·· . ·_.= .. · . . .· .· . .... ·' · . ~ 1.('.l UTILITY _.{· . ·. ·.:. GJ~·:EASEMENT -~ ~'SE· 187TH-PL .I.;-1 o'· UTJLJ.1,Y _ . ·."· -:· EASEMENT -:·· 3 4,573 S.F . ® --------- OPEN SPACE 846 S.F. 2 1 4,572 S.F. 4,730 S.F. --®_J ___ ---~ 10' PSD (TO BE DEDICATED) / :· ---(jy[j; ... :·· :·ifv 10' p~ ,· .. -f1 ·. · .. ,--~-r:::-~-1----~ . : / f:..:· . .-· .. ·: I :."·21 : : : . . : I 11 --- ·.1{)' UTILITY 1:ASEM ENT 11 10'.:-PsD· . : ·. -·r-;.,...------. . . .-::·· _.::: 9 . : . I .. ,.-.._ .. / :5,837 S:F. .-·-:_._._ ~ . . . . . . · ..... . : : ·. . -:· 5,628 S.F .. : ·. · . / · ~ 10' UTILIT~. ·. ·./· ... _-.· \!:J\::;J EASEMENT I . - a · .. f.J' r, ·< :·o I . . . · .. I .. .. 28. _.·.29 4,s1 o s:r:. . . ,i:),30 s.F, ._- • = =/.· :··· ·30. 4,627. ·."S.F. .. . . 31 4,519 S.F. I ·13 .. a .-i· -·I . . :·: N88'33'jj"W . -.. ·. : ·-·. . . -. . . . . ·. 2..11 605 GRAPHIC SCALE =--1 50' 25 0 50' 100' I"= 50' BASIS OF BEARINGS: HELD NORTH 01 '26'21" EAST BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN . EASEMENT LEGEND 0 EASEMENT PER SHEET 2: TITLE NOTES Q EASEMENT PER SHEET 2: EASEMENT PROVISIONS D EASEMENT PER SHEET 2: PRIVATE ACCESS EASEMENT PSO PRIVATE STORM DRAINAGE EASEMENT PSS PRIVATE SANITARY SEWER EASEMENT : : : .... 10 I I I I I I ··26 4\r;;,,.. -:·= .. · .. ,..;..----------....1 ......... ·:.-. _:.:.. ; : .. ,-._ _ ... -_.:_.. "---· ·---·· --------~ -----··---------·-· . . · .. .. . .-.=·= . I 5,192. S.F. . ·. · :.-.. l,n\Ei ,c-..,.--.... ;.;_.1.......;. __ --1,......, . . ·.; .. ._1_9,0 I . .·. -:· -······=·-. . . ·. . . -.. .. : : : ·. 4,841 S.F. . . ·.: . . · .. . . . .. . . . . . . . . . . . . . . . .. . .. . : . .. .. ._..-_..-:=·=.-...... ,:TRACT·., ·.·· OPEN 5RACE/SENSITIYI:: AREAS 11 4,732 S.F. . _: .: 45,968 S.F.:: .. . .. . . .. . : . . . . . . . .. .. ~ 1 O' UTILITY _-J \!:J\::;J EASEMENT . I , .-· ,•.• ... ,.. 12 .. ·· .. . 4;9_7) S.F . -··:,._.\'!, /-10' UTILITY~ 1 I EASEMENT \!:J\::;J __i I 25 I "01 I 5,206 S.F. ~ ci: ~ ID I I ~ : I w ' I 1'i I 24 ®~-: • lf) I I 6,059 S.F. z "! 1 \ N55'49' 49"E i'ii I . . . . 5.0' P~.€/@) EASEMEl<l'f ... . ·. : . .. .. . :-; .. : .· . . .. .. . . .. · .. .-•·=··=·-··. -. • • I •. 1 • •."" . .. · ...... . . . . . .. .... -... ...... · .. . . . · . ·:.-. ~ ·==·.···-: ... _, .. ··.:::-· . . . · .. . ·.. . . . : : : . . . . . . . .. . ... ... . . . . · .. . , .. , : -. . . . I I I \ '". I "-___ _1_4~8 __ --'\::-;J '---------------.....1 j SE 188THST (TO BE DEDICATED) 27.6' EMERGENCY ACCESS EASEMENT . : . . .. . . · .. ,·. ·=·-·-·-·-:-··---· .. . . . . . . . . . . . · .. . . . . .. . . . ....... . . :.-_.. · .=--14 .·."· . ·:::. ..=··· :: ·=··-:,.-,.-.-' 5,580 ;3:F. .. . . . -. -. 10' PSO EASEMENT 10' PSD EASEMENT ·.. . ·. I 9 . ; g --------- /·'---~--~-------: ·ia··.t-lLITY I _._-: 21 · · EASEfiE;l\l T 5,861 s.~·: -. : · (if8; : · .. 23 . : . 15 . :. . : : . 22.0' WAiER EAS~-MENT 5,846_ ?,F . . . -· .• . :·22 . :5,666 SF NOTE 6,162 S.F. TRACTC STORM TRACT ANO OPEN SPACE/SENSITIVE AREA TRACT 50,560 S.F. 16 5,451 S.F. 10' PSO EASEMENT 18 5,581 S.F. 19 5,968 S.F. PRIVATE DRIVEWAY EASEMENT AND ASSOCIATED STORM SYSTEM AND WATER QUALITY TREATMENT STORM FILTER Ns1·s1'13"E FACILITY SERVING THE DRIVEWAY FOR LOT 32, 33 ANO 28.38'] . . . . · .... : 20 7,145 S.F. . . . 34 ARE PRIVATE STORM SYSTEMS AND FACILITIES THAT 10.0' i,,i - WILL BE THE RESPONSIBILITY OF THE GREEENLEAF N88 •40,55 "W :,S) '!f:;,i,:...-_:s~8:LL-------, HOMEOWNER'S ASSOCIA TJON AND THE LOT OWNERS OF 20.02 . :i'}·-::,.~ <::,'o· PSD THE GREENLEAF PLAT TO MAINTAIN WITH EQUAL ANO ~ -,,.., s-EASEMENT UNDIVIDED INTEREST. N1'19'05"E @ ~·\:i°.., 1~5.0' STORL 26.83'--........ 8 ~ TRACT 8 EASEMENT OPEN SPACE --t-------------------------....;;;. ________ ,;;;:5,~50~8~S.~F.~--...JL__ I 95.o' . . . . . . . . .. . ..... . .. . . . .. . . . . . .. . . .. . . . .. : : . . . . . .. . . . . . . · . . . . . •:. . . , . .. Lu . R ·• "• ·. ·. 53 . .... C\I (0 . . g: ....... . A .. / . . f'I ~---· ... . ~-z .:: :-'E-< . . . . . .·.· 00 .. 0 . . ,-{ .:· .._, .·. .. If) .:· ,-{ .. . --: .· . . , , '-0 · .. ~ . :UJ . . .... ·--. ·. : -. ·. · .. .. . . . . .. ·. . -·:· . .. --: .· .. PRIVATE SANITARY SEWER EASEMENT DETAIL " " " " " 17 "~ 6,744 .S.F. 22' PSS "" EASEMENT/ / / @ / / / 19 5,968 S.F . GRAPHIC SCALE 0 25' 1" = 50' @ 16' PSS EASEMENT 20 7,145 S.F. 50' -·-··:-·· .. '.-. r;.·~~-~-~~:-------~~~~---1 . . . . · .. .. .. . . . . . . . . . . . .. . ... : . -:-••· -;··=:· .. -•. -.•• . . . . . PROJECT f'!l,J.r,i~ER: 14-J~E;"·' ._._-:·· :DATE: 9/f5/15 /·:· :-· .. .. SHEET 5 Of 5 . . · .. . : . . . · . . : : : .. . . . . . . ·:-::·· . . .-. · ....... CITY OF RENTON SHORT PLAT NO. RENTON, WASHINGTON OWNER'S DECLARATION KNOWN ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, DO HEREBY MAKE A SHORT SUBDIVISION, THEREOF DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT THE 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. · CHG SF, LLC A WASHINGTON LIMITED LIABILITY COMPANY BY ITS ACKNOWLEDGEMENTS STATE OF _______ ) ) ss COUNTY OF ------) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT . SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AS THE OF CHG SF, LLC. AND ACKNOWLEDGED IT TO BE THE FREE AND VOLUNTARY ACT OF SUCH FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ______ _, 20 __ . PRINT NAME: NOTARY PUBLIC IN AND FOR THE STATE OF\-. MY COMMISSION EXPIRES ___ _ RECORDERS CERTIFICATE APPROVALS DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE EXAMINED. AND APPROVED THIS -----DAY OF ___ __, 20__, EXAMINl;:D AND APPROVED THIS-----DAY OF ___ __, 20___, CITY OF RENTON ·ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS ASSESSOR DEPUTY /ASSESSOR PORTION OF ACCOUNT NO. ---------- A POR OF THE S.E. 1/4, SEC. 32, TWP. 23N., RGE 05E., W.M. LEGAL DESCRIPTION THE EAST 270 FEET.OF THE SOUTH 120 FEET AND THE NORTH 15 FEET OF THE SOUTH 135 FEET OF THE EAST 155. FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN· KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 791759; AND· EXCEPT THE SOUTH 60 FEET OF EAST 90 FEET THEREOF LYING WEST OF SAID COUNTY ROAD; . AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY PROPOSES BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 7205250333. AND EXCEPT THAT PORTION OF THE FOLLOWING DESCRIBED STRIP OF LAND; COMMENCING AT THE NORTHEAST CORNER OF SAID LOT. THENCE NORTH 89'59'56" WEST, ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 12.57 FEET TO THE POINT OF BEGINNING. THENCE SOUTH 01'26'11" WEST, A DISTANCE OF 15.00 FEET; THENCE NORTH 89'59'56" WEST, A DISTANCE OF 102.45 FEET; THENCE NORTH 01'26'21" EAST, A DISTANCE OF 15.00 FEET; THENCE SOUTH 89'59'56" EAST, A DISTANCE OF 102.45 FEET, RETURNING TO THE POINT OF BEGINNING. (ALSO KNOWN AS LOT 1 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. ______ _:__ RECORDING NUMBER ___________ ) SCHEDULE B · EASEMENTS SHOWN PER CHICAGO TITLE COMPANY OF WASHINGTON AL TA COMMITMENT POLICY NO. 0044942-ETU DATED AUGUST 28, 2015 AT 8:00 A.M. ------·-7"·-------· --.. .-~ ;: . ---·--·· 1. THIS PROPERTY SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED · UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP,. NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT. 2. THIS PROPERTY SUBJECT TO COVENANT CONTAINED IN DEED, AND THE TERMS AND CONDITIONS THEREOF REGARDING MAINTENANCE OF APPROACH TO PARCEL C PER INSTRUMENT UNDER KING COUNTY .RECORDING NUMBER 7205250333. . 3. THIS PROPERTY SUBJECT TO UNPATENTED MINING CLAIMS, AND ALL RIGHTS RELATING THERETO; RESERVATIONS AND EXCEPTIONS IN UNITED STATES PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDES. REFERENCES 1. PLAT OF GREENLEAF, VOLUME 271, PAGES 1-5 RECORDED UNDER KING COUNTY RECORDING NUMBER 20151105000048. 2. CITY OF RENTON LOT LINE ADJUSTMENT LUA-_____ RECORDED UNDER KING COUNTY RECORDING NUMBER --------~ 3. PLAT OF PANTHER LAKE GARDEN TRACTS, VOLUME 9 OF PLATS, PAGES 25 RECORDED UNDER KING COUNTY RECORDING NUMBER 18970701158676. 4. PLAT OF COUGAR MEADOWS, VOLUME 161 OF PLATS, PAGES 47-51, RECORDED UNDER KING COUNTY RECORDING NUMBER 5176141. 5. PLAT OF VISTA HILLS, VOLUME 67 OF PLATS, PAGE 99, RECORDED UNDER KING COUNTY RECORDING NUMBER 196110315347470. 6. PLAT OF VISTA RIDGE, VOLUME 159 OF PLATS, PAGES 30-32, RECORDED UNDER KING COUNTY RECORDING NUMBER 199112241091. LAND SURVEYOR'S CERTIFICATE PROPERTY AREAS TOTAL AREA OF PROPOSED SHORT PLAT: 22,993 S.F. PROPOSED LOTS: 3 LOT 1: 7,802 S.F. LOT 2: 7,802 S.F. LOT 3: 6,448 S.F. PROPOSED RIGHT OF WAY DEDICATION: 940 S.F. NOlES INSTRUMENTATION FOR THIS SURVEY WAS A LEICA 1201 TOTAL STATION. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WACS 332-130-080/090. ZONING: R-8 ADDRESS: 18661 108TH AVE SE RENTON, WA 98055 ASSESSOR'S PARCEL NUMBER: 3223059088 S 47TH ST SE 185TH PL SE 186TH ST I bl ..J . Cl. ~ 0 .... iE (,C) 0 ... SE 192ND ST VICINITY MAP 1"=1000' en www.axlamap.com JOB NO. DATE FILED FOR RECORD THIS __ DAY OF ___ _. 2016 AT __ __,MIN THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN APRIL 16, 2013 Axis 15-131 02/02/16 BOOK ___ OF ----AT PAGE ---AT THE REQUEST OF AXIS SURVEY AND MAPPING. · MANAGER SUPT. OF RECORDS ZANE L. NALL, PLS CERTIFICATE NO. 40094 GREENLEAF 11· SHORT PLAT Survey & Mapping DRAWN BY CHECKED BY 13005 NE 126th PL JM/ARH ZLN KIRKLAND, WA 98034 TEL 425.823~5700 SCALE SHEET FAX 425.823-6700 NIA 1 OF 2 CITY OF RENTON SHORT PLAT NO. RENTON, WASHINGTON FOUND AXIS REBAR & CAP (8/15) · . FOUND AXIS REBAR &: CAP (8/15) 57.52' ---C>--~FOUND AXIS REBAR &: CAP (8/15) ~ i,<-:J 0 . ~ ;i. 0 d (',j ~ LOT1 (6,902 S.F.) FOUND AXIS REBAR &:. CAP (8/15) l.LJ • ~ <O f" z \-o" 7.-~ FOUND AXIS REBAR &: CAP (8/15) 57.52' i d (',j .... w z FOUND AXIS REBAR & CAP (8/15) 57.52' \.o"" " LOT2 (6,902 S.F.) 57.52' ·--N89'59 56"W 120.86' L=19.17' R=250.00' A=4'23'34" T=9.59 FOUND MONUMENT IN CASE PER PLAT OF GREENLEAF. SE 188THST FOUND MONUMENT IN CASE PER PLAT OF GREENLEAF. 6.51' N87'02'41"E 100.07'--~- L=13.02' . R=250.00' A=,2'59'00" T:::6.51 N89'58'20"W 15.55' w ....J Ill 3: <Co O:'.: et::: <( > 6.51' LOT 23 N 89'59'56" W 217.39' FOUND AXIS REBAR &: CAP (8/15) N89'59'56"W 12.57' FOUND AXIS REBAR &: CAP (8/15) N1'26'15"E 15.00'~ 102.41'. LOT3 (8,240 S.F.) N89'59'56"W 0.07' FOUND AXIS REBAR & CAP (8/15) FOUND AXIS REBAR &: CAP {8/15) CLFNC CROSSES 31.7'W OF SE CORNER ':.r 0 ci <O w • N io f'I .... z FOUND 1 1 /2" BRASS DISC )¥/z STAMPED WITH "X" IN CONC. MON IN CASE, DOWN 0.5' (8/14) · . N 162652.92 12.5'~ 0 itif ~ LL.I. ~ ~ El m z E 1302949.68 (VISITED 08/2014) N89'59'56"W A~iiiiiiiii&iiiiiii_. __ N.t.8 ... :7.;.;,•~;,;:~~~6~"~W....,816,,10.~0~3'....w,-~.+,-•..,J,.,::,. ---~2~~0~ -4Q~o1•-C -----~~ w WDFNC 0,8'N • & 0.1'W OF ~ CORNER io f'I T"' z b 0 . ---ci <O l.LJ z ----35,Q"·---... 1 34.89' -1 ·--29.16' ·-· w • ...... -N<O • I() "" . f'I ...... ~C"I 0 z \ io 3: ·o ~a:: 6' CLFNC LEANS NORTH CLFNC 0.5'S OF LINE FOUND 1/2" REBAR FOUND 1 /2" REBAR &: CAP "CPS INC 22338" 0.8'S & 0.2'E OF CORNER (8/15) & CAP "CPS INC 22338• O.B'S & 0.3'E. OF CO.RNER (8/15) . $' r.l.l TPN 3223059080 --·-····· ----~ . -~ WDFNC 0.6'E OF UNE FOUND 5/8" REBAR & CAP "CPS INC 22338• o.8's &: 0.4'W (8/15) t 27.6' EMERGENCY ACCESS EASEMENT PER PLAT OF GREENLEAF REC. -N~OJ050000:_ FOUND 1 1/2" BRASS DISC STAMPED WITH "X" IN CONC. MON IN CASE, DOWN 0.35' (8/15) N 159925.86 E 1302881.17 (VISITED 08/2014) 5 ;i. < ~· ~ :!· 00 0 ..--1 .._ V) 'l"""1 V) ~ . r.l.l GREENLEAF II SHORT PLAT RECORDING NO. VOL./PAGE PORTION OF A POR. OF THE S;E. 1 / 4, SEC. 32, TWP. 23N., RGE 05E., W.M. Axis I . GRAPIDC SCALE i i i 20' · 10 0 20' 40' 1" = 20' DATUM/BASIS OF BEARINGS HELD NORTH 01'26'21" EAST BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. ORIGINATING BENCHMARK: CITY OF RENTON VERTICAL CONTROL MONUMENT NO. 2138. [DATABASE ID: 43067 / DESIGNATION: F8] AS PUBLISHED IN WGS SURVEY DATA WAREHOUSE. VERTICAL DATUM: NAVD '88 ELEVATION: 486.86 LEGEND • 0 EB SET REBAR AND .CAP "AXIS 40094" FOUND REBAR AND CAP AS NOTED FOUND MONUMENT IN CASE --X--XCLFNC CHAIN LINK FENCE LINE ~~-O WDFNC WOOD FENCE LINE www.axla1111ap.com Axis JOB NO. DATE 15-131 02/02/16 Survey & Mapping DRAWN BY CHECKED BY 13005 NE 126th PL JM/ARH ZLN . KIRKLAND, WA 98034 SCALE SHEET TEL. 425.823-5700 FAX 425.823-6700 l" = 20' 2 OF 2 J ( :.F.) w ~ 0 z LOT2 4"F TREE #003 TREE #004 "&s2'\ 30"B \____...----- fRff Rfff NflON Pl AN -INVf Nf ORY fRff INVf Nf ORY TREE'NO. DBH 001 4i"· 0-0.2 34r .oos 24~ 005 20" 006 28" SPECIES RETAIN/RE:MO\IE Oougl~.;;; Fir Rernove Doygle~ Fir Remove Ool.l.gl:a$. flr Rernove; De¢ictuous Remove Western Cedar, Remove N89'59'56"W 217.50' 217.45' ND1'26'15"E 15.00' ~ LOT3 TREE #00 N89'59'56"W 67.47'L)(;=-o"*'c 12.5' 0 w "' u "i- 0 uj "' o w w , 0 N w co [" ~ ~ / TPN 32230590SO HOUSE 18665 1 STORY HOME (EXISTING) '-------------486~--sMAS,4 TELECOM. RISER::: __ .., ----~2",24"C -------- HealfhY t1eat1h¥1 He~lthy · Sorne oanRer$, gr;jhe[allY healthy '> . --.-. ·-"--<--" ·-,', • . "" ,. Shade('! ftjlli~g~, aijneraU)! ne~lt~y Healthy·· ' . of • ~ .•• 4 • ' "' 0 '. ·/ ' . ' ' ,f' . 4 fRff Rfff NflON WORKSHfff DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT _____ ___...Renton 8 1. 2 . 3, 4. TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425·430-7200 I www.tentonwa.gov Total number of trees over 6" diameter1, or alder or cottonwood trt1t1S at lt1ast $" in diamett1r on projtlci: site 6 ------ Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous 2 Trees in proposed public streets Trees in proposed private access easements/tracts Trees in critical areas 3 sind buffers Total number of el(cluded trees: Subtract line 2 from line 1.: 0 0 0 0 0 6 Next, to determine the number of trees that must be retained 4, rhLlltiply line 3 by: 0.3 in zon~s RC, R-1,. R-4, R-6 or .R-8 .0:2 in al.! qther residential zones trnes trees trees trees trees trees trees 0.1 in all commercial and industrial zones 2 tre.es ---='---- 5, list the number of 6" in c:Harne.ter, or alder or cottonwood trnes over 8" in diameter that you are proposing5 to retain 4: 0 --~---trees 6. Subtract line 5 from line 4 fort:rees to be replaced: (if line 6 is zero or less, ·stop here. No replacement trees are required) ___ 2~\ .....,~ ,trees 7. Multiply line 6 by 12" for number of required replacement inches: 24:' inches . ' $, Proposed s.i:e of tree.s to mrlet additional planting requiremenb ·. (Mlnimijm it ¢allper trees recrnired) 2 : ' ' --~~--inches per tree 9. Divide line l by line 8 for number of replacement trees 6: (If rem~inde,:is .5 or greeter, rounq up to the next whole number) 12 ---~--trees 1 Measured at 4.s'· 1:1b9v~-gratje. , 2 A tr0e certified, in a written report, as dead, terminally diseased, damaged, or-otherwise dangerous to persons or p~perty by a licensed landscape architect, or certified arborist, and approved by the City. ' 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined In RMG 4-3-050. , 4 Count only those trees to be retained outsicje of crit_ical ;:ireas and b,uffers. l 5 The City may require modification of the tree retention plan to ensure retention of the 'rl"laxfmum·number of trees ;per RMC 4-4-130~ia. 6 When the required numb.er of protected trees cannot be retainedi rep\ac;ement trees, with at. least a two-inch (2 11 rcaliper or an evergreen at least six feet (6') tall, shall be planted. !;ee RMC 4-4-130.H.l.e,(ii) for prohibited types of repl 9c;ement trnes, 1 H:\CEQ\Da.ta\Form$·1_e'mplates\Self-Hf;lp Handcii;ts_\F'll;lnnina;\T(ee Retentto·o w,;;rb,:heet.doc1i 08/ZOl, EB 0 20 40 NORlli 5CN-E: 111 ""20 I -011 STATE OF WASHINGTO E D LAND H ECT w ~ Cl 0 z DESIGNER: JMV DRAFTING BY: JMV DATE: 1-17-16 SCALE: AS SHOWN L-1 SHEET 1 OF 2 I I I I 191 S.F.) ,w ;N , <D -J-" 0 ;_ ·o 0 z N \Y LOT 1 LOT2 IN5r~L. Ar 11Mr Of f::lUIL.DINCi Pl::RMlr ~"E ~ LOT3 N89'59'56"W 67.47' 15.00' ~ 0 "' w w (',j w flN~ DRIVrWAY L.OCA110N5 ro / " 0 z --.-.. -ss _,, ___ , __ .. ______ ,,,::,::, lANt75CAPr PlAN I 11 "" 20'-0 11 lAND5CAPr N011:5 IN5r~L. L.AND5CAP1Nc:i IN I ' f::lUf PrR Ar 11ME: Of f::lUIL.DINCi Pl::RMlr 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. f::lE: DE:11:RMINl::17, AD JU5r L.ANl75CAPING A5 ~~E:.12E~J~UUV HOUSE 18665 1 STORY HOME (EXISTING) ~~~~~---~455 TELECOM. RISER or ' ' . . . •; "" ,, 0 ' •. " .. • .. " /:;;,"""-;:-PRUNE DISEASED AND BROKEN BRANCHES --*~REMOVE TOP 1/3 OF BURLAP 2" SETTLED DEPTH OF SPECIFIED MULCH STATE OF WASHINGTO E D H ECT IN5rAL1 L.AND5CAP1Nc:i IN 10' f::lUfPE:R 6" FERTILIZER TABLETS/SPECS 1%-11---SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY Ar 11Mr OP f::lUIL.DINCi PE:RMlr @ @ ® ~ F--,1---FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH SHRUB PLANTING DETAIL NOT TO SCALE PlANf SCHf DUlf BOfANICAL-NAMr: COMMON NAMr: Iv.er freeman I 'ALtumn Blaze'* Maple fhUja plical:,a 'r:xcelsa'* We5krn Red Cedar 5 fOrAL-~Of5 X 2 rRr:r5/ ~Of MINIMUM~ 6 rRrr5 RrOUIRrt7 SHRUBS ancl CiROUNt7 COVr R ruonymu5 alat.a I Compada 1 'if-t7warf Burn lnq Bu5h Viburnum dav1d11* t7avid Viburnum Berberl5 thunberqli'* Redleaf Barberry '70% Arcta5taphyllo5 uva-ur51'* Kinnikinnik '70% f raqarla chtloen515 t7une 5trawberry 1 '7 9 I '7 8 A5 req' d h req'd *Con5ldered drruqht talerarit in Pacific Northwe5t once e5tabli5hed f- I 0 w I 51Zr: 2 11 cal 2 11 cal 2 qall011 2 qallon 2qallm I qallon . I qall011 Rr:MARK5 full and Mat.chlnq full and Mat.chinq full and Mat.chinq full and Mat.chlnq full and Mat.chinq full and Mat.chlnq/ Plarit 50 11 o,e, full and Mat.chlnq/ Plarit 50 11 o,c, DETAIL PRUNE DISEASED AND BROKEN BRANCHES PLASTIC INTERLOCKING TIES SPECIFIED TREE STAKE(S) REMOVE BINDING MATERIAL AND 6. SUBGRADE IS TO BE WITHIN 1 /1 O" 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. SPECIFIED TREE STAKE(S) --~\,_ INSTALL !REE BOOT" OR I'-----CHAIN-LOK TIES TOP 1/3 OF BURLAP w w WATERING BASIN 0:: 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 OR 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 WRITIEN 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. "ARBORGARO" IN LAWN AREAS. PlANT TREE t "-2" HIGHER THAN IN NURSERY WATERING BASIN--~ ~8itftfiflf<fl~1~Ja~K~REES--, SPECIFIED PLANTING SOIL UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18~ FOR REBAR 2x ROOTBALL WIDTH D ~-REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SE1TLED DEPTH WITH SPECIFlED MULCH FERTILIZER TABLETS (4 .. 21 GRAM .. 20 .. 1D .. 5) r8il£JfLfBT?i~Jv1~K1REEs SCARIFY PLANTING PIT SIDES AND BDTIOM 6" DEEP, FIRM, NATIVE SOIL MOUND 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 FINISH GRADE f- N NATIVE SOIL BACKFILL ~-SCARIFY PIT SIDES AND BOTIOM 2x ROOTBALL WIDTH CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE EB NORfH 0 20 40 sc.AL-r 111 ""20, -0 11 "n O O"'" ~11r\l\ 0 0 i -'' l I \-- ~ \J\ ~ ~ -~ ~ z ~ D < ~ z __:, ~ ¢ < s:,,_ ~ __:, ~ _j. \J\ ~ '3 :z ~ s:: ('J ~ ~ CD z ~ CD (:) D z ~ ~ \--< \3 \J\ z __:, ~ ~ ~ ~ ~ ¢ z 8 z ~ DESIGNER: JMV DRAFTING BY: JMV DATE: 1-17-16 SCALE: AS SHOWN L-2 SHEET 2 OF 2 REV# DESCRIPTION OF REVISION #1 #2 " #3 #4 #5 #6 #7 TOPOGRAPHIC SURVEY . ' . '. FOUND 1 1 /2" BRASS DISC ·STAMPED WllH •x• IN CONC. MON IN CASE; DOV.W 0,5' (8/14) N ·162652.92 E 1302949.68 (VISITED 08/2014) I -----."'----"40-.03' -· N89'53'36"E 347.19' ---'---307.16' SE 187TH PL f!;:---FOUND TACK AND WASHER-- "LS 400~4" IN CURB · 5' RESTRICTIVE I I I I I I ·No BUILD BUILDING EASEMENT (TO BE RELINQUISHED) 5' RESTRICTIVE I · 1 01. 4 . · :;, \ NO BUILD o-\ BUILDING EASEMENT I ::,0 \: (TO BE RELINQUISHED) -,~---~~-___ J --~QUND..~S-RiBAA---. I I ,----·& CAP (8/15) j :, ~ :... _ N01'26'21·E 11 r~ .. _-_,,,_-_-_-_=-1------+-;._,--~=---;;;;;,...a----~.::__...;;;...,,o It,·:.·· 464----15.00' J FOUND AXIS REBAR & .CAP (8/15) FOUND AXIS REBAR & CAP (8/15) I -------4B6 --fel:INOAl<fS REBAR , f. : t -& CAP .(l!/.15 --/I ---_.J N89'59'56•w 115. 1' I l I ' ,. ' ' ' --4B8 --N89'59'56" 2"F 114.95' FOUND AXIS REBAR & CAP (8/15) SEE NOTE* FOUND AXIS REBAR; & CAP (8/15) \ ---<>-LFOUND AXIS REBAR , \ & CAP (8/15) '-. ' ' ' ' ' ' ' ."'%, ' ' ---.......... FOUND AXIS REBAR & CAP .(8/15) ·-------=-*"F '-,, '-........_...._..._ '-'-...._ ---_ _ CLFNC CROSSES '---31,7'W OF SE F , ~ .. , TPN: 322aosio1a-1 *CORNER ~ I ', f . 2o•p .• 51 ,~-~ F I . ~................ I & Q. ~RN: ::, \~;.:$ cLFNc . N89'59'56·w I FOUND AXIS REBAR '-HoR'iz~TAL PIPE / .{: \-~:¥ANS NORTH I & CAP (8/15) . POSSIS!f SEPTIC .ACCESS ~ / • ·{·:·;,, 1;,FOUND 1/2" REBAR & CAP I ,*24"F. \ / 8 .{~:f:.</CPS INC 223:is" 0(.8/'S & I d /"•:':'(':0,2'E OF CORNER 8 15) \ ID ·., ·,.,,., ... , 1 \ 1 ,r:<"·:': rPN 3223059oso I ' ' ' ILi ':: .• :· . .-:., ' ' ~ . ,,; ~ ~ ' ....... "~61'. ...... ._.:::t~·-::··:·~· I I \ ' ..... ·-,a , S4 ,.:;:.(·,:" /-..,,. - 28"C 80.03' ii. ', i-..._ ', ~ ;(::r·· 1..-0-\ '4 1 . , , . a9'59'56"w 149.93' ..... , ..... ..... ..... , , · s .. ·;· . rm~y1~i~E \ ' . -., Z ' (EXISTING) '(g, f, I.~ Ii · ·· l , .. l f FOUND A( x11s R)EBAk"', '-, -., , I & CAP 8 15 ' CLFNC 0.4'N ' \ I 3!)"8 \ OF !LIN \ -\ • I I .· '-. --~C-Oa&'E"' -------486--SMASHED-_., O .. · j l . rsss rs's,s Of LINE TELECOM. RISER ~J (. ,~. -~,.._...._ .... ___ ...i.._-~t-,t;-.i.-...i,.. ..... 1'.Wo......,9"""1"'--..i.,~,lfllfL-----11-=1 ............. _.lJ '.., ' "°'o- · \ ' --' ...... 478- ">6' -i FOUND MONUMENT IN CASE PER PLAT Of GREENLEAF. B3 N89'58'20"W 15.55' LOT 23 ..... -lo I I I l 40.0' ROW FOUND 1 1 i2" BRASS DISC I I 0.3'E · /15) I i ~ ~ ~· ~ ;!:· ~ .... I~ i:i:: . fl) I STAMPED Wll}J "X" IN CONC. MON / 32 IN CASE, DOWN 0.35' (8/15)-t•,:,· 0,.::0 DATE BY N 159925.86 5 E 1302861.17 · (VISITED 08/2014) SURVEYORS NOTE• THE STRUCTURES ON THIS SURVEY HAVE BEEN REMOVED· FROM. THE DRAWING AT THE REQUEST OF THE CITY. THE SURVEYOR HAS NOT MADE ON.-SITE VERIFICATION TO CONFIRM THE REMOVAL OF TiiESE STRUCTURES. Alfi& · GRAPHIC SCALE I I I 20' ·10 0 l" = 20' LEGAL DESCRIPTION lPN: 322305-90~ THE EAST 270 FEET OF THE SOUTii 120 FEET AND THE NORTH 15 FEET OF THE SOUTH 135 FEET OF THE EAST 155.FEET.OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF TiiE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET TiiEREOf CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 791759; AND EXCEPT THE SOUTH 60. FEET OF EAST 90 FEET TiiEREOF LYING WEST OF · SAID COUNTY ROAD; . AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY PROPOSES. BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 7205250333. . AND EXCEPT TiiAT PORTION OF TiiE FOLLOWING DESCRIBED STRIP OF LAND. COMMENCING AT TiiE NORTHEAST CORNER OF SAID LOT. · TiiENCE NORTH. 89'59'56" WEST, ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 12.57 FEET TO THE POINT OF BEGINNING. TiiENCE SOUTii 01'26'H'. WEST, A DISTANCE OF 15.00 FEET; .TiiENCE NORTH 89'59'56" WEST, A DISTANCE OF 102.45 FEET: THENCE NORTH 01'26'21" EAST, A DISTANCE .OF 15.00 .FEET; THENCE SOUTH 89'59'56" EAST, A DISTANCE OF 102.45 FEET, RETURNING TO TiiE POINT OF BEGINNING. . SURVEYORS NARRA TI\JE TiiE PURPOSE OF THIS LLA IS TO ADD 15 FEET TO TiiE SOUTH OF LOTS 30 AND 31 OF THE GREENLEAF PLAT. EQUIPMENT .NOTE PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM ( GPS) . SURVEY TEctlNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS TiiAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE •TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR TiiE MEASUREMEN('OF BOTH ANGLES AND ·DISTANCES. THIS SURVEY MEETS OR EXCEEDS TiiE STANDARDS SET BY WAC 332-130-090; LEGEND --o,P------OVERHEAD POV/ER LINE .,,. .x----x x- C1 ca CHAIN LINK FENCE LINE 0 ROCKERY 9 $ CONCRETE PAVING Q ASPHALT PAVING D fJ.. EB M ® • ..• , ....... ,.,..t ......... . E~fa}\!J~~·t:.:~~f~) GRAVEL SURFACE. .............. .,. ... ; ... CJ .Jl.. 12"B 0 12"0 12"HO 12"M * 12•c 12"F 12"P · BIRCH DECIDUOUS HOLLY MAPLE CEDAR FIR PINE ~ 121 e 0 I I 20' 40' DATUM/BASIS OF BEARINGS HELO NORTH 01'26'21" EAST BETWEEN FOUND MONUMENTS AT THE SOUTii AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23 NORTH, RANG.E 5 EAST, WILLAMETTE MERIDIAN. ORIGINA11NG BENCHMARK: CITY OF RENTON VERTICAL CONTROL MONUMENT NO. 2138. [DATABASE ID: 43067 / DESIGNATION: F8] AS PUBLISHED m WGS SURVEY DATA WAREHOUSE. VERTICAL DA1UM: NA VD '88 ELEVAllON: 486.86 1EMPORARY BENCHMARK: 1BM 'A' SET "X" ON CONCRETE WALKWAY AT THE BACK OF WALK THE WEST SIDE OF STATE ROUTE 515 (108TH AVE SE), 2.2' NORTH OF THE ASPHALT DRIVEWAY O.F HOUSE #18661. ELEVAllON: 487. 74' 1BM 'B' SET •x· ON CONCRETE WALKWAY o. l'E OF BACK OF WALKWA y ON THE WEST SIDE OF SJATE ROUTE 515 (108TH AVE SE) AND 16.l'E OF SOUTHEAST HOUSE #18665 CORNER. ELEVAllON: 487 .05' REFERENCES. 1.. THE PLAT OF GREENLEAF, VOLUME __ OF PLATS, PAGES . RECORDED UNDER KING. COUNTY RECORDING NUMBER -----~ 2. PLAT OF PANTHER LAKE GARDEN TRACTS, VOLUME 9 OF PLATS, PAGE 25, RECORDED UNDER KING COUNTY RECORDING NUMBER 18970701158676. 3. . CITY OF RENTON LOT LINE ADJUSTMENT LUA-14-000190-LLA, RECORDED UNDER KING COUNTY RECORDING. NUMBER 20140.905900012. 4. PLAT OF VISTA HILLS, VOLUME 67 Of PLATS, PAGE 99, RECORDED UNDER KING COUNTY RECORDING NUMBER 196110315347470. . . 5. PLAT OF VISTA RIDGE, VOLUME 159 OF PLATS, PAGES 30-32, RECORDED. UNDER KING COUNTY RECORDING NUMBER 199112241091. SET BENCHMARK FOUND REBAR AND CAP AS NOTED FOUND AXIS 1/2" REBAR & CAP STAMPED "LS 40094" SANITARY SEWER STUB SANITARY SEWER MANHOLE CATCH BASIN FIRE HYDRANT WATER METER WATER VALVE WATER MANHOLE WATER STUB MAIL BOX ·s1GN POWER STUB POWER JUNCTION BOX POWER METER TELECOMMUNICATIONS RISER UTILITY POLE W/ LIGHT & UNDERGROUND CONDUIT . SE 1/4, SEC. 32, TWP. 23N., RGE. SE., W.M. CITY OF RENTON; KING COUNTY, WASIDNGTON www.axlamap.com DA1E BOUNDARY AND TOPOGRAPHIC SURVEY OF KOHR PROPERTY, GREENLEAF-LAROSA,IJ..C 12600 SE 381H STE. 250 BELLEVUE, WA 98006 Axis · Survey & Mapping 15241 NE 90TH STREET JOB NO. 15-131 02/04/16 DRAWN BY CHECKED BY ERM ZLN REDMOND, WA 98052 TEL. 425.823-5700 SCALE SHEET FAX 425.823-6700 . l" = 20' 1 OF 1 w C\J 2' <( z LL f-<( 0 w ----, w 0 (l'. ..J Q_ z w w a: ~ ' LEGAL DESCRIPTION THE EAST 270 FEET OF THE SOUTH 120 FEET AND THE NORTH 15 FEIT OF THE SOUTH 135 FEET OF THE EAST 155 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOURTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 791759; AND EXCEPT THE SOUTH 60 FEET OF EAST 90 FEET THEREOF LYING WEST OF SAID COUNTY ROAD; ANO EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY PROPOSES BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 7205250333. AND EXCEPT THAT PORTION OF THE FOLLOWING DESCRIBED STRIP OF LAND. COMMENDING AT THE NORTHEAST CORNER OF SAID LOT. THENCE NORTH 89'59'56" WEST, ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 12.57 FEET TO THE POINT OF BEGINNING, THENCE SOUTH 01 '26' 11" WEST, A DISTANCE OF 15.00 FEET; THENCE NORTH 89'59'56" WEST, A DISTANCE OF 102.45 FEET; THENCE NORTH 01'26'21" EAST, A DISTANCE OF 15.00 FEET; THENCE SOUTH 89'59'56" EAST, A DISTANCE OF 102.45 FEET, RETURNING TO THE POINT OF BEGINNING. DEVELOPMENT STANDARDS (R-8) MAX. DENSITY: B DU/NET AC MIN. LOT SIZE: 5,000 SF AVERAGE MIN. LOT WIDTH: 50' INTERIOR 60' CORNER LOTS MIN. LOT DEPTH: BO' BUILDING SETBACKS: FRONT: 20' SIDE: 5' SIDE STREET: 15' REAR: 20' MAX. BLDG HEIGHT: 30' MAX. BLDG COVER: 50% MAX, IMP. COVER: 65% DESIGN STANDARDS OF RMC 4-2-115 APPLY SITE DATA PLAT NAME: GREENLEAF PRELIMINARY PLAT CITY FILE NUMBER: SITE ADDRESS: 16661 108TH AVENUE SE PARCEL NUMBERS: 3223059088 SITE AREA: 22,993 S.F. (0.53 AC.) DISTURBED AREA: 22,993 S.F. (0.53 AC.) ZONING: R-8 (RESIDENTIAL SINGLE-FAMILY) EXISTING LAND USE: SINGLE FAMILY RESIDENTIAL AND VACANT EXISTING STRUCTURES: ALL STRUCTURES TO BE REMOVED PROPOSED USE: 3-LOT SINGLE-FAMILY SUBDIVISION. PROPERTY OWNER/DEVELOPER CONNER HOMES 12600 SE 38TH ST #250 BELLEVUE, WA 98006 ( 425) 646-4426 CONTACT: ARON GOLDEN PLANNER/ENGINEER /SURVEYOR ESM CONSULTING ENGINEERS, LlC 33400 8TH AVE SOUTH, #205 FEDERAL WAY, WA 98003 (253) 838-6113 CONTACT: LAURA BARTENHAGEN, PE GEOTECH ENGINEER EAATH SOLUTIONS NW, LlC 1805 136TH PLACE NE, #201 BELLEVUE, WA 98005 (425) 284-3300 CONTACT: KYLE CAMPBELL SURVEYOR AXIS SURVEY & MAPPING 13005 NE 126TH PL KIRKLAND, WA 98034 ( 425) 823-5700 -TEL (425) 823-6700 -FAX CONSUL TING ENGINEERS .:)3400 eth Avenue South Suita 205 Federal Way, WA 98003 LLC www .esmcivil.com FEDEAAI. 'NM (2~) e;:.a-611J .,.rnrn (42!>) 2&7-~!lOO Civil Engineering I LQnd $(Jr,eying Public Works Project Man<1g<1m<ml L<md Pl~rining Londscqpe Architecture ESM JOB #258-044-013 REENLEAF 2 ROAD & STORM CONSTRUCTION PLANS prepared for CONNER HOMES 12600 SE 38TH ST, SUITE 250 BELLEVUE, WA 98006 UTILITY PROVIDERS SEWER: SOOS CREEK WATER AND SEWER DISTRICT WATER: SOOS CREEK WATER AND SEWER DISfRICT POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: CENTURY LINK FIRE: CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT #4D3 0 FIRST SUBMITTAL prepared by 33400 8TH AVES, SUITE 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-6113 ESM JOB NO. 258-044-013 ESM 02 15 18 SURVEYED: 1---+--------------------+---+----+----i DESIGNED: l.G8 DRAWN: DCL CHECKED: 1---+--------------------+---+----+----i NO. REVISION BY DATE APPR APPROVED, NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD l9F3J/!991 \ SE PETROV\T$C\.'t' RD n SITE SE 186nl ST SE 192ND ST VICINITY MAP NOTTO SCALE ' SHEET INDEX SHEET NO. 1 2 3 4 5 6-7 DRAWING NO. 'l · COV-01 1\LG-01 \ " ·EX-01 ~ RW-01 ~ ST-01 DT-01 -DT-02 J CITY OF RENTON j j I 'l ' ' ' ' Planning/Building/Public Works Dept. DESCRIPTION COVER SHEET LEGEND EXISTING CONDITIONS HORIZONTAL CONTROL PLAN GRADING, T.E.S.C. & UTILITY PLAN DETAILS & NOTES CHECKED FOR COMPLIANCE TO CIT'( STANDARDS GREENLEAF 2 ROAD & STORM PLANS COVER SHEET UTILITY PERMIT# OAK· 02/15/2016 FIELDBOOK: PACE; DRAWING NO: 1.iAR OD 2016 COV-01 SHEET: OF: 1 7 ---•,y, ____ . w i ti w -, 0 fr:'. Q_ C\I u.. <( w ..J z w w a: C} LEGEND ROADWAY ROAfJWAY CENTERLINE PROPERTY / LOT LINE RIGHT-OF-WAY BOUNDARY LINE EASEMENT LINE BUILDING SETBACK LINE ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER CONTOUR {MINOR) CONTOUR (MAJOR) FOOTING DRAIN FLOWPATH SPOT ELEVATION TOP/TOE OF SLOPE CONCRETE SIDEWALK CONCRETE BLOCK WALL ROCKERY BARRICADE BOLLARDS MAILBOX DOWNSPOUTS STORM DRAINAGE CATCH BASIN TYPE 1 W/GRATE CATCH BASIN TYPE 1 W/SOLID LID CATCH BASIN TYPE 2 W/GRATE CATCH BASIN TYPE 2 W/SOLID LID STORM DRAIN MANHOLE BEEHIVE MANHOLE YARD DRAIN (ROUND LID) YARD DRAIN STORM DRAIN CLEAN-OUT STORM DRAIN PIPE ROOF DRAIN SD SERVICE 6" CPEP WITH INVERT @ END OF PIPE SANrrARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER GRAVITY SANITARY SEWER FORCE MAIN SANITARY SEWER CAP SANITARY SEWER PIPE SANITARY SEWER FORCE MAIN 6" DIA DOUBLE SANITARY SIDE SEWER 6" DIA SINGLE SANITARY SIDE SEWER FIRE HYDRANIT (3 PORT) GATE VALVE BUTTERFLY VALVE CONCRETE BLOCKING WATER CAP DOMESTIC / IRRIGATION METER BLOWOFF ASSEMBLY AIR-VAC ASSEMBLY REDUCER DETECTOR CHECK VALVE CROSS TEE 90' BEND WATER PIPE EXISTING ---820--- G 0 @ @@ @ --D-- • ® O J05 --s-- [ r, V z. • ,..-P--1><'1 1 -+-P. -j- -·-----· 'l( --- PROPOSED ------------------------- ---~-- -••--. --- ~'I.'·""' . l _______ ,L ....... l_ O II II II I I I I) I • • 0 Iii Ill @ @ @ ® @ 11111 0 -----0 866.0 • 0 [ --c( .. n V l $ 90N§_LIL T_ING ENGINEERS' LLC ::o.:A•=uoSauth j 41> j. j (iltj FOOeral Way, WA 98003 fEl.EW.. W>\Y (2SJ)_ ~113 www.esmcivil.com E\£RElT <• ll11--flaOO C-r,il £ngl1H1orlng I Ulml 5um,ylng Publlc Worka PllJjol;t .MWKl§lement ESM JOB #258-044-013 EXISTING FEATURES "})· POWER POLE W/DROP . 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T.E.S.C.P. ---- )( l( --0---0-- lilil Ill a -- CLEARING LIMITS FILTER FABRIC FENCE CUTOFF SWALE INITERCEPTOR DITCH N.G.P.E. FENCE ROCK CHECK DAM SEDIMENT FILTER STRAW BALE GRAVEL CONE RIP RAP PAD CONSTRUCTION ENTRANCE I; (R) (NR) L SURVEY PROPOSED MONUMENT IN CASE FOUND MONUMENT IN CASE PROPOSED MONUMENT (AS DEFINED) FOUND MONUMENT (AS DEFINED) DELTA RADIAL BEARING < > NON-RADIAL BEARING ARC LENGTIH ""''""loa """"'' DCL 1------i----------------------1----1---+-----1 """""' NO. REVISION BY DATE APPR APPR<Ml> EXISTING TRAFFIC STRAIGHT /RIGHT TURN ARROW 'j:. STRAIGHT /RIGHT TURN ARROW •1 LEFT/RIGHT TURN ARROW "¥' STRAIGHT/LEFT/RIGHT TURN ARROW <-} LEFT TURN ARROW 'I) RIGHT TURN ARROW /' STRAIGHT ARROW 'I' HANDICAP PARKING e. BIKE LANE Jo TRAFFIC SIGN +- INFORMATION SIGN ,r STREET LIGHT *. NTS '"""""' AT AJLL 5C,6J.E IF NOT ONE· INCH SCN.E ACci':lavlNGLY VEROCJJ..: NIM) 1988 HORIZONTAL: twl 19113/1991 PROPOSED ABBREVIATIONS AVE AC ADJ ALUM ANSI AP ASPH ASTM ASSY BF BLDG BLK AVENUE ASBESTOS CEMENT PIPE AfJJACENT ALUMINUM AMERICAN NATIONAL STANDARDS INSTITUTE ANGLE POINT ASPHALT AMERICAN SOCIETY OF TESTING AND MATERIALS ASSEMBLY BLIND FLANGE BUILDING BLOCK BO BOW/BW BVC BLOW OFF BOTTOM OF WALL BEGIN VERTICAL CURVE BW CTR CB Cl CL/ft CLR CMP co CONC C CONN CONTR CONT CY CL CF BACK OF WALK CENTER CATCH BASIN CAST IRON CENTERLINE CLEAR CORRUGATED METAL PIPE CLEANOUT CONCRETE CONDUIT CONNECTION CONTRACTOR CONTINUED CUBIC YARDS CLASS CUBIC FEET CFS CUBIC FEET PER SECOND ' DC -. ' DEGREE OF CURVATURE DI ·oiA/91 · OCJCTILL IRON ,.... C O •, ,,,O',,"• ~.- DIAMETER DOT, 1 DEPARTMENT OF TRANSPORTATION DIM DWGS D EOP E ELEV EL ELEC EVC EXIST FDC FG FIG FIN FL/If. FL FT FM GA GALV GI GV DIMENSION DRAWINGS I DRAIN \ , EDGE OF PAVEMENT EAST ELEVATION ELEVATION l ELECTRICAL t I END VERTICAL CURVE I EXISTING FIRE DEPARTMENT CONNECTION FINISH GRAfJE FIGURE FINISHED FLOWLINE FLANGE FEET FORCE MAIN GAUGE GALVANIZED GALVANIZED IRON GATE VALVE ID IE IN L LB LF MAX MFR MH MIN MJ MISC N NO NTS oc OD OHW Pl pp PVI PE PERF PVC PVMT PVT PC PT QTY RET RR R RED REINF •. REQ R/W s SCH SD SF SHT SPECS SQ ss STA STD TC TEL THRO INSIDE DIAMETER INVERT ELEVATION INCHES LENGTH POUNDS LINEAL FEET MAXIMUM MANUFACTURER MANHOLE MINIMUM MECHANICAL JOINT MISCELLANEOUS NORTH NUMBER NOT TO SCALE ON CENITER OUTSIDE DIAMETER ORDINARY HIGH WATER POINT OF INTERSECTION POWER POLE POINT OF VERTICAL INTERSECTION POLYETHYLENE PERFORATED POLYVINYL CHLORIDE PAVEMENT POINT OF VERTICAL TANGENCY POINT OF CURVATURE POINT OF TANGENCY QUANTITY RETAINING RAILROAD RAfJIUS REDUCER REINi=ORCED REQUIRED RIGHT OF WAY SOUTH SCHEDULE STORM DRAIN SQUARE FEET SHEET SPECIFICATIONS SQUARE SANITARY SEWER STATION STANDARD TOP OF CURB TELEPHONE THREADED THRU THROUGH TOW/TW TOP OF WALL TYP TYPICAL VERT VERTICAL W WEST W/ WITH W/0 WITHOUT WSS WATER SAMPLING STATION CHECKED FOR COMPLIANCE TO CITY STANDARDS """' CITY OF RENTON GREENLEAF2 LEGEND SHEET 02/15/201 DRAWING NO: Planning/Building/Public Works Dept. LG-01 UTILITY PERMIT # SHEET, 2 OF, 7 w ::, <( z t, w -, 0 O' (L C\I LL <( w ...I z w w cc (9 ' DEMPSTER JACQUE A 8956500120 ro ro ..: \~ col co co co 0 '<I- N 89'59'56" W 17.70' DECAMP LARRY 'J"'"°" ,w 0 z ' ·. ' ., CONSULTING ENGINEERS LLC 33400 6th Avenue South Suite 205 Faclaral Way, WA 98003 www.esmcivil.com Clvll Engineering Public Works I Land Surveying Projed Monogement FElJtl!M. 'flA1 ll!iJ) 8J8-611J EVE!l!arr •~sJ 1~1-$~00 Land Planning Londscope Architecture ESM JOB #258-044-013 0 FIRSf SUBMITTAL NO. ' N N 0 I"'- s: ' t') ~ N N . ~ 0 (/) ~ - ESM 02 15 16 SURVEYED: SCALE, DESIGNED: 1"=40' I.GB DRAWN: DCL ONE INCH CHECKEO: AT flJLL SCALE IF NOT ONE INCH REVISION BY DATE APPR APPROVED, SCALE ACCORDINGLY \ VERTICAL: NAVll 191l!l HORIZONTAL: NAO 19!l3/1991 ., Ill CITY OF RENTON ..n - Pion n i ng/Bui lding/Pu blic Works Dept. n SCALE: 1" = 40' 0 40' CONTOUR INTERVAL= 2' LEGEND -·----------G --··-·-·- FENCE, BOARD FENCE, CHAIN-LINK GAS ---·---T ----.. TELEPHONE, BURIED ---· ·-··· T ---·----· TELEPHONE, OVERHEAD ® IIll @ rn " rn -0- WATER APPARENT TEST PIT LOCATIONS SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE ROOF DRAIN GAS METER GAS VALVE ELECTRICAL METER POWER POLE W /LIGHT POWER POLE DATUM/BASIS OF BEARINGS HELD NORTH 01'26'21" EAST BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. ORIGINATING BENCHMARK: CITY OF RENTON VERTICAL CONTROL MONUMENT NO. 21.38. [DATABASE ID: 43067 / DESIGNATION: F8] AS PUBLISHED IN WGS SURVEY DATA WAREHOUSE. VERTICAL DATUM: ELEVATION: NOTE: NAVO '88 486.86 TOPOGRAPHIC SURVEY W/!6 PERFORMED BY AXIS SURVEYING & MAPPING, AND ESM CONSULTING ENGINEERS ASSUMES NO LIABILITY FOR ITS ACCURACY. BO' D ® Ell N 0 • ~ " + TELEPHONE POLE FIRE HYDRANT HOSE BIB WATER MANHOLE WATER METER WATER VALVE DECIDUOUS DOUGLAS FIR CONIFER CLUSTER HOLLY MAPLE SPRUCE SET HUB & TACK SET PK NAIL CHECKED FOR COMPLIANCE TO CITY STANDARDS GREENLEAF2 EXISTING CONDITIONS UTILITY PERMIT# DATE: 02/15/2016 FIELOBOOK; PAGE: DRAWING NO: MAf1 0 3 2J'.5 EX-01 SHEET: OF: 3 7 w C\I L <( z LL f-<( u w , w 0 a: ...J Q_ z w w (( (9 I I I I I I i A PORTION OF THE SE 1/4 OF SECTl\2, TOWNSHIP 23N., RANGE 5E, KIN~ j~~~:~: WASHINGTO:ECTION CONTROL ----1 29 ....... 32'-. FOUND 1 1/2'' BRASS DISK STAMPED N01'26'04"E ---..__ ~ WITH "X" IN_ CONCRETE MONUMENT 2757.06' --.,. SET IN CASE CITY OF RENTON CONTROL MONUMENT 40' ' n ~ -~ --_, ---'----'l ) ,___ ) SCALE: 1" = 40' ' 20' 0 40' 80' ------ 33 TRACT D OPEN SPACE SENSITIVE AREAS 32 I I I TRACT E (RECREATIONAL AREA) 8 \--------------------------r \ I I \ I I I \ 10 i ;---------------: -1 11 J '--------·--·-------~ 1 I . I ----,-----··---------\- 13 TRACTC STORMWATER/ SENSITIVE AREAS \ I I 7 6 4 2 1 y /1 -' --~---___ , __ -___ ._-_--_--_-,:R_---_o_A_o __ A--1------ _r=._-_---~-----------_------_-- I J I CO I ~ gi 0 ;t . a: ,~ I l / I I I I 1 ~---~-- 27 28 20' BSBL ~ (lYP.) -·+-------\-------t-· --------I-- SE 188TH ST s+ao 20+00 ;--=---= =-=----~=f I 21 1 - --- 23 ,...,..-----------_,, __ _ ----f----------- 30 31 .__ -- 1 6+00 ._J____J___ TRACT A I ~+ " "' I N "' N N N -- w 27+00 ' . t-------.&J · ---f..---1 <O N -- z -:-- . 20' BSBL 9 _j_ (lYP.) ;; "1 io I 12.5' R/W DEDICATION 7100 T"" LO I cc Cf) ---w Cf) w > <( I I lo 0 I I 80' EXISTING R/Wi V ... / PARCEL E TRACT B OPEN SPACE N 89'51'29" W 215.94' ----------+-------------------------------.::... . _________________ J_ ________ ---':'._:!:'..::'..'._.:.".__"___L_'.='.'.'..__ ___ _J ----- -~~.-~~,~~~· Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) •::::::1.=t~• CONSUL TING ENGINEERS LLC ~ 33400 8th Avenue South I ""' I dl, I a,, I Suite 205 ~ W 'V Federal Way, WA 98003 www.esmcivil.com Ctvll Engineering I Lcmd Surveying Public Work~ Project Management rt:Dtf\l\l. WAY (2~) a:J~-~llJ EVtlttfT (42!>) 297-9900 I L<:J11'1 Plcmning L<:JrJJsc<:Jpe Arthitec\ure ESM JOB #258-044-013 --- D FIRST SUBMITTAL ESM NO. REVISION BY 02115/18 SUR\IEYED: SCALE:: VERTICAL: NAVO 1988 1"=40' HORIZONTAL, NAO 1963/1991 DESIGNED: LOB DRAWN: DCL ~ I ONE INCH I CHECKED: AT FULL SCALE IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY •• 4111 ' ..u. - SCALE -1" -500' L--NO. 1866 31~ N 89'26'21" E 2629.82 (ESM) --® DOWN 0.45' w CALCULATED POSITION FOUND METAL MONUMENT STEM IN 4" X 4" CONCRETE MONUMENT SET IN CASE 1.8' DOWN 32 CITY OF RENTON ,,. ..... ..c:C.:.ONTROL MONUMENT NO. 567 __ ( I ~ FOUND 1 1/2" BRASS DISK STAMPED ,;;,· WITH "X" IN CONCRETE ~ MONUMENT SET IN CASE ~ ~ DOWN 0.5' <D OJ 0 "- 0 0 ~ -\ OE .-------tl "' "' ~ n D -'"" D FOUND 1 1/2" BRASS DISK STAMPED WITH "X" IN CONCRETE MONUMENT SET IN CASE DOWN 0.35' ~ ! FOUND MONUMEN f IN CASE, 4" BY 2 4" CONCRETE WITH PIN. CITY OF RENTON SURVEY MONUMENT #1873 6 5 N 89'26'04" W 2618.57 (ESM) ~-~2 ... 5 5 \ CITY OF RENTON N 88'50'16" W 2624 80 (ESM) .-·-co· . .- DATUM/BASIS OF BEARINGS HELD NORTH 01'26'21" EAST BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETIE MERIDIAN. ORIGINATING BENCHMARK: CITY OF RENTON VERTICAL CONTROL MONUMENT NO. 2138. [DATABASE ID: 43067 / DESIGNATION: F8] AS PUBLISHED IN WGS SURVEY DATA WAREHOUSE. VERTICAL DATUM: ELEVATION: NOTE: NAVO '88 486.86 TOPOGRAPHIC SURVEY WAS PERFORMED BY AXIS SURVEYING & MAPPING, AND ESM CONSULTING ENGINEERS ASSUMES NO LIABILITY FOR ITS ACCURACY. LEGEND Efl ~ (MEAS) FOUND MONUMENT AS DESCRIBED STANDARD MONUMENT TO BE SET ESM MEASURED DISTANCE AND BEARING CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE; GREENLEAF 2 02/15/2016 HORIZONTAL CONTROL PLAN FIELDBOOK; PAGE: DRAWING NO, Planning/Building/Public Works Dept. f,,:Ali O 8 ?016 RW-01 UTILITY PERMIT# SHEET: OF: 7 4 w 2 <( z f---u w ~ 0 Q'. Q_ C\I LL <( w _J z w w a: (9 I ' ' ' ' i ' " A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE SE, KING COUNTY, WASHINGTON 30 i SILT FENCE TO BE PLACED AT CLEARING LIMITS. SEE STD PLAN 214.00 ON SHEET OT -02 (1YP) ' I ' ' I ' ' ' ' l I I I ! I ' l/ e >- I I /l I I ' I I I I -· ""\ I I i L v1--·1-~ - 1 v .. / . I : I CLEARING LIMITS TO BE PLACED //.~·-· • ········• iflo·r ~;,ES ...... ·-· : l 1 , I I AT PROPER1Y LINE ... .{ / . / -... ) --·· -4!!']. ---~· ····~ •• I .... _.. . ----· ~ 1 : I ··· · .. ... · / --·-I n· 1 , "S) "r -. -.• \ ' ~ R/W 5' S/W 8' PLANTER I I 2: 1 MAX. 2.0%. ..... I 53' LIMITED RESIDENTIAL ACCESS EXISTING 26' PAVEMENT . .. __ ..... ,,,, _____ -------·--·- EXISTING CEMENT CONCRETE VERTICAL CURB & GUTIER (1YP.) Ci. I I . . --------I I . .. -.-.-...... ··-·---------- R/W EXISTING EXISTING 8' PLANTER 5' s/w I I -----------T---::=------.:=::T ____ ,, .. LIMITED RESIDENTIAL ACCESS -SE 188TH ST ~I ~~-..,,._,-.-'1-J~~U..-"--/V--.Jv'-.,•--~-- Call 2 Working Days Before You Dig 811 Utiltties Underground Location Center (ID,MT,ND,OR,WA) SCALE: 1 "=6' CONSULTING ENGINEERS LLO 3:3400 8th Avenue South Suite 205 Federal Way, WA 98003 www.esmcivil.com Clvll Engineering Public Works I Lon<! Surve:,ring Project Management Ii® 1$1~1 FEDERAL WIIY (253) &::16-611~ EYCRETT (42~) 297-511100 Lond Pl<1nnin9 Londacop<> Archil<aclu.-.. ESM JOB #258-044-013 0 FIRST SUBMITTAL I I 12.5' R/W DEDICATION R/W 5'± 5'± s/w I I 0.5' i i " c 12'± 0 0 + " "' TRAVEL LANE 2' SAWCUT LINE LOI ,... LO I cc (/) --w (/) w > <( I 1- CX) 0 ,... 80' EXISTING R/W 29.5' 12'± EARTHWORK QUANTITIES STRIPPING (ASSUMED 12") CUT FILL NET CUT (NEAT LINE) NOTE: 900 CYDS 490 CYDS 240 CYDS 250 CYDS 1 . ALL STRUCTURES ON SITE TO BE REMOVED. 2. PAD = STRUCTURAL GRADE. 3. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. 4. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILl1Y TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. 5. TEMPORARY EASEMENT REQUIRED IF WORK EXTENDS ONTO ADJACENT PROPERTIES. 6. PRIVATE STORM DRAINAGE SYSTEM TO BE MAINTAINED BY HOME OWNERS ASSOCIATION. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) R/W \, Ci. I 1 /·± I TRAVEL LANE 2 WAY TURN LANE I I I --------"-·-L-.:: . ..::-.-:_--r [ EX. PAVEMENT I ----=-·-= _ ..... ·-:--·--· ----:------' -~-______ ::.--~ .:::--~ _-__ ,, _:=-:;;::: ·-·-·-=--2+-·= -· :..::: ___ :;:; = -:-,·-_;;._ EX. CURB, GUTIER 7 t:-::===::.==-=·-·-=====---··----------·-·-r-· .. ·----..... & SIDEWALK ESM 02 15 16 108TH AVE SE (SR-515) SCALE: 1 "=6' SURVEYED: SCALE:: \IERTICAL: NAVO 1988 HORIZONTAL; NAO 1983/1991 i------+-----------------t---+---1------, DESIGNED: LllB 1•-40• CITY OF RENTON 1------+-----------------t---+---1------, NO. REVISION BY DATE APPR DRAWN: DCL CHECKED: APPROVED: ONE INCH AT FU LL SCALE IF NOT ONE INCH SCJIJ..E ACCORDINGLY Planning/Building/Public Works Dept. n KEY MAP SCALE: 1" = 20' 0 20 40 CONTOUR INTERVAL= 2' GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) ANO THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 1 D P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. iT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITIED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVO 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B15.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5). 13. OPEN CUTIING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON ANO NOTED ON THESE APPROVED PLANS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF ·WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. CHECKED FOR COMPLIANCE TO Cl1Y STANDARDS GREENLEAF 2 GRADING, T.E.S.C. & UTILITY PLAN MAR OB ?J 'i UTILITY PERMIT# Oil.TE: 02/15/2016 F1ElDB00K: PAGE: DRAWING NO: ST-01 SHEET: OF: 5 7 w (\J :;;; <( z u. I-<( 0 w --:, w 0 ll'. ..J Q_ z w w a: (!) ., " EROSION/ SEDIMENTATION CONTROL NOTES 1. THESE NOTES SHALL APPEAR rOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THEBOUNDARIESOFTHECLEARINGLIMITSANDAREAS OFVEGETATIONPRESERVATIONAS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING 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. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL aE THI: Rl:SPONSISILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS .DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSUR.E COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES ANO TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMl:NTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATI ON CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS. OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBl:R 1ST TROUGH MARCH 30TH) OR · SEVEN DAYS DURING THE DRY SEASON (APRIL 1 ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME 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. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SffiLING BASIN SHALL BE MODIFIED WITH THE .NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION UJ_TIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. I), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WllHIN ONE WEEK OF THE SEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO SE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUSMITTED TO THE CITY OF RENTON FOR REVIEW. 4i 7 ~ ..... call 2 Workilg Days Before You Du 811 Utiiliea.~ Location· Ceoter {D,MT,ND,OR.WA> -~a!f~v:n:UNGINrel•1•1 Federal W&'f, WA 95003 FElERAt. WAY (25,}) !131H1113 www.esmcivil.com IM!ll:rr -t4~ 291-woo CMI Englnei,ring I 1.Ju1d 5urveying I Land Plcmnlng Publ{c WQrl<e, Projoct M<1oag,ml(/llt LaM111:1111• ~hitacturv ESM JOB #258-044-013 . CONDITIONS FOR WET.SEASON CONSTRUCTION . 1 . ANY CONSTRUyTION THAT. WILL RESU4T IN DISTURBED AREAS ON OR WITHIN A . CRITICAL .AREAiOR ASSOCIATED BUFFER, SHALL SE SUBJECT TO THE "CRITICAL AREA RESTRICTIONS" CONTAINED IN THI: ESC STANDARDS. THESE PROVISIONS INCLUDE PHASING THE PROJE':c'r WHENEVE':R POSSISLE So THAT CONSTRUCTION IN THESE AREAS IS LIMITED Tb THE DRY SEASON. 2. DURING · CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC ~~~6~ii~:. 3~E~~Eg~i~c~roRBJ :tNfs~OR Tio~E~J~iu~~:?~gH s~iE ESC · PERFORMANCECRITJ;:RIA IN SECTION. ().4.1 (P. 0-69). IF NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN M.UST BE UPDATED WITHIN 48 HOURS (FAILlJRE TO DO SO COULD RESULT 1,N A "STOP WORK" ORDER AS · DElERMINED B'( THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. WET SEASON PROVISIONS . NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR .CONSTRUCTION DURING THE WET SEASON (OCTOBER 1 -APRIL 30) IN A[)DITION TO THE STANDARD TESC MEASURES. 1. 2. ~~c~~iWff J~~J~tTTt ~~u:~rEtu~E~6R~~~tlNDA~~~9!~~~R ,1~u1ii~ER (SECTION 0.3.2). . STOCKPILES AND STEEP CUT AND FII-L SLOPES ARE TO BE PROTECTED lF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3. . COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). .. 4. ALL AREAS THAT AR.E TO BE UNWORKED DURI.NG THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5. MULCH IS REQl,JIRED TO PROTECT AU .. SEEDED AREAS (SECTION 0.3.2.1 ). 6. FIFTY LINEAR FEET OF SILT FENCE (ANO THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3. 1 ). 7. CONSTRUCTION ROAD ANO PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE~GRAINED .soil {SECTION 0.3.4.2). 8. SEDIMENT RETl:NTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED . DESIGN FLOW (SECTION D.3.5). 9. SURFAC.E WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION 0.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST l3E EVALUATED FOR CONSTRUCTION ACTIVITY. NEAR THE SURFACE WATERS {SECTION 0.5.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE Rl:VIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION 0.5.4 ). STRUCTURAL NOTES 1. ~rf~~ ~~N~~e~T::~0 ~5~:: i1i~g~~~ v~t~s~~~DD~~~~~JM~~~~M~~JG1RiN~Y. SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES .ARE CON.SIDERED TO BE .A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERlf:S SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINiNG WALLS. ALL ROCKERIES IN CITY ROAD RIGHl:.COF-ViAY SHALL BE CONSTRUCTED IN. ACCORDANCE': WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE .· CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. . $JRYEYEl)l .. DESIGtl£&.' . 'I.Ge . . D;R,l,Wtl: DCL CHECKED: REVISION BY DATE APPR """"""" . . SCI!£> .· . NlS I ~E INCH I AT FUU. SCALI; IF NOT Ot.lE. INCH SCAI£ ACC!J!ifllNGI..Y MULCH STANDARDS AND GUIDELINES MULCH MATERIAL STRAW WOOD FIBER CELLULOSE COMPOST QUALITY STANDARDS AIR-DRIED; FREE FROM UNDESIRABLE SEED AND COARSE MATERIAL NO GROWTH INHIBITING FACTORS NO VISIBLE WATER OR DUST DURING HANDLING. MUST BE PURCHASED FROM SUPPLIER WITH SOLID WASTE HANDLING PERMIT. . CHIPPED SITE AVERAGE SIZE SHALL VEGETATION BE SEVERAL INCHES. vamc:AI.: .NAW 19118 :R CITY OF ~ NAO 1983/19'31 * RENTON Planning/Building/Public Works Dept. APPLICATlulll RATES 2"-3" THICK; 2-3 BALES PER 1000 SF OR 2-3 TONS PER ACRE APPROX. 25-30 LBS PER 1000 SF OR 1000-1500 LBS PER ACRE 2" THICK MIN.; APPROX. 100 TONS PER ACRE (APPROX. 800 LBS PER YARD) 2" MINIMUM THICKNESS REMARKS COST-EFFECTIVE PROTECTION WHEN APPLIED WITH ADEQUATE THICKNESS. HAND-APPLICATION GENERALLY REQUIRES GREATER THICKNESS THAN BLOWN STRAW. STRAW SHOULD BE CRIMPED TO AVOID WIND BLOW. THE THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDING. SHALL BE APPLIED WITH HYDROMULCHER. SHALL NOT BE USED WITHOUT SEED AND TACKIFIER UNLESS THE APPLICATION RATE IS AT LEAST DOUBLED. SOME WOOD FIBER WITH VERY LONG FIBERS CAN BE EFFECTIVE AT LOWER APPLICATION RATES AND WITHOUT SEED OR TACKIFIER. MORE EFFECTIVE CONTROL CAN BE OBTAINED BY INCREASING THICKNESS TO 3". EXCELLENT MULCH FOR PROTECTING FINAL GRADES UNTIL LANDSCAPING BECAUSE IT CAN BE DIRECTLY SEEDED OR TILLED INTO SOIL AS AN AMENDMENT. SOURCES FOR COMPOST ARE AVAILABLE FROM THE KING COUNTY COMMISSION FOR MARKETING RECYCLABLE MATERIALS AT (206) 296-4439. THIS IS A COST-EFFECTIVE. WAY TO DISPOSE OF DEBRIS FROM CLEARING AND GRUBBING, AND IT ELIMINATES THE PROBLEMS ASSOCIATED WITH BURNING. GENERALLY, IT SHOULD NOT BE USED ON SLOPES ABOVE APPROX. · 1 0% BECAUSE OF ITS TENDENCY TO BE TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY TIE UP NUTRIENTS IMPORTANT TO GRASS ESTABLISHMENT. CHECKED FOR COMPLIANCE TO CITY STANDARDS GREENLEAF2 DETAILS & NOTES UTILITY PERMIT # '·'•\'.' O" 70,•,:,· I',.,· ,1 V .,,,. "'"' 02/15/201' PAGE: DAAW1"8 NO: DT-01 SHEET; \\ w j t, w -, 0 0:: a. C\I u. <( w ....I z w w a: CJ /.· -1. COIU110II OF DIE JIIN11lll FLTER MIRl:l81Mil. a&Jf'IJCl!d .Wl"Dln3. UIIBar'MI.U. 1W9 ..... 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(RM<:1 lltle IV JloJalq,mont""'"""""" c.tiAf:'fEJJ 6 ~EU AND UTIU1'Y SfMiDA1IDS s.d!<n.....i<OSTlll!tt5TANDARDS DFIIVEWAYSTANIJIIRDS=Jlentoo~.Code(IIMC) 1ii!e Ill """"!<>-~I ~""' CHilmH. . . • CllY·Wlm: fRQPERTY DEV£WPMENT5T~IWIPS ~m!on~PAlUIIN<l,LOADl~GANDDl!lVEWAY ll!GIJIAllQl;IS PUi!LlC WORK$ DEPARTMENT Call 2 Worki,g Daya Belore You Dig 811 Ulilties ~ Location Center 00,MT,N.),OR,WA) Jr' QON§ULTING ENGINEE_H§ ... L.LC ::..: A-ue SOuth j 4i> I $ I ~ I Federal Way, WA 98003 FillOW. WAY (2.53) ffl-11113 www.esmcivil.corn EWllEIT <4Zl m-t900 Civll Engin,eering P1Jbllc WorM ESM J()B #258-044-013 - rna_crq cr:ron-wrnE EitfflW«:liiB!i'MtliD-901"',J ~m~-Off•EW:t 1181'All 1A\911A'/IU.'WERl'F'ntm:! ISARQilila£DnQll'lll;8T,M PIBlatYfll;MDSJNaMCa ____ , llll'.RTim ":5.1RFl/!,'.6Hf,ttS1Mr.,r,,;·\ . ~;IQPS M.\. GRA8nN5 !:E OU&\1101' !A..CW ~!21 ""'· MHum ·,tri.'iTsnhtmi1 IMll:/1 i.fflti.imhl 1:il'l':S 't,.t.\: .' 0, ::,r,tS31 .. Pl.HI. C f/UHKS DllP • .\RTMnT l3-,\51J5.STA ',l'.lADC51CV~S!Z 8TA1111LIZI!~ CONSTRUCTION l!ii!ITIIANCE ;-a-011t.t,)'Ql.lt11.nu~,;~ :__. __ J r~~-r--· ....,,.""'-¥~-·--1.1~~. '1, fH,H,f.~ ,..... ~T~ I .l.1'EVAZ.-s-J.r.Jlff(l"ll'l j t.l:Ml::\IT f!IEUTI); fWO.'.l), i . ~ l I \. ~ IIAW'J1,'1"1*1ffll\O'. :Si.q£~1 'i:l'<I' lff.Q,{UI. ". 1u:~1--~ JECOH~~~~ Sl'D. PJ,AI( -2111.10 ForNOT'E.s.$1'o. Pl.At-:'104.2 e PU.BUG WORl<!l D.EPATITMENT .. CEMENT C:PNC~1"1! ~~VE!lli'AV · E,.TRA,.CI!; • TVIP"E ft.1 ES . 0 NO. REVISION BY I ti I · DATE APPR -' z. ,a,,n.,,..,... 1 ...... """"" .... .......... -- r""' i I 11 I ' ' CATCl'!I IIMIN FILTl!ll Sl'D. PUR -218.® Pl.HI. C \YOH.K8 DEP,I.RIMrJ\T PLAN 1 (FOR 909 BEND) WALL DRAIN SER\IICE DRAIN 45' WYE CLEANOUT SERVICE TEE PLAN2 (FOR LOT SERVICE) ELEVATION CLEAN.,,QUT DETAILS NOT TO SCALE NTS -QCL ON_E_~ tdAH.C-1 ~OOH • . . A L B • LI u " '" 1--.... I CI.V.N()ijl. lYP. A ~ CATCH 8ASIN•AAEAIJRAJN 5'U!N. P.RIVAlE. JOIITT USE IJTUlYEJ\SEM . , CAP, ,IJ,iD WHERE """"""5" PAIIEMENT:IRON RING& COVER PER IFCOIO/ft OR EQUIVALENT ' / " 45'BENO I PERLWIENTCAPORCONNECTPIPE CLEAIMJUT DETAIL N,1".9. Set:.TIOH A-A AUGNPIPETOPS,OR Pl.ACt ROOF DRAIN '""""' l'1.u;.-""j . . 2"WN. CO/ER OYER COU£CroR UNE ) TEMP(JIWtY CN' ON ENI> OF ROOF !lfWt-1 SflJB. UARKED SY2"d' STAIIE Pl.ACE CLEANOlll AT 300" UM. SPACE, AT W' flENOS. EACH2ND~= 8ECTIDN Ml NOTE: MIN.PIPE S1ZE6"0 PiPE MATERIALS ALLOWED:· PVC. LINED CPE. TRIPLE WALL POLYETHYLENE, DI (IF NEEDED F0RSTRENG1ll). TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM CROSS SECTION STD. PLAN -226.10 PUBIJC WORKS DEPARTMENT PER RENTON CONCRETE PRODUCTS "PRIVATE YARD DRAIN" OR EQUAL 1 LENGTH 18" CONC. CULVERT ~-DISHED CAST IRON GRATE PER OLYMPIC FOUNDARY GRATE NO. 5819 ~-GROUT FLOW 18" (f) ~-5" CONCRETE BOTTOM TO BE POURED IN PLACE BY CONTRACTOR YARD DRAIN NOT TO SCALE MARCH 2008 CHECKED FOR COMPLIANCE TO CllY STANDARDS CITY OF RENTON GREENLEAF2 DETAILS & NOTES OAlES 02/15/201 DRAWING NO: QfECICED: AT. FULL s;cALE F .NPT ·()NE 'tNCl,i SCN..E """"""'1.Y Planning/Building/Public Works Dept. MA? 0 13 ?n/r, "• !J ) DT-02 UTILITY PERMIT# '"""' 7 °"7