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HomeMy WebLinkAboutLarge Format(( 1-w (( w I- <( I- C/) (( w >-<( 1- ___J m U) <( 0 :z 0 Q_ I w I- <( 1--- U) 0::::: w >- <( ___J ---. ~94 ---------------i GRAVEL ACCESS~--, I I I I I I I I I I I i-\ I • 489.i55 GND \ JG 4'il0,324 \ I I I I I I ' I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 a, .,_ I I 1 l90.006 \ \ • 410.105 GND f I I I EG ---1 I I I ' ;" ) I I \ \ \ \ I. 4r9.6 <J PROPOSED ECOLOGY GRAVITY BLOCK WALL SEE DETAIL TW=484.0 BW=480.5 <J INSTAll TREE/SHRUB LANDSCAPING & FENCE AROUNO PONO PERl~ETER PER APPROVED LANDSCPE PLAN E:',1 :r; ROCKERY Ri, .. AS NECESSARY !:,ACT 80UNDARY (TYPICAL) NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. SE., W.M. ~-· . . . btrltNllbN PbNb . ' MAX! W.S. 487.6 ·······v ; ! WETPOND .. i:Li:V 4811, . ,-·--·····--· .,. ...... _ _._'"" .) ..... . ..... ..... ..... ./; 2" TO B" MINUS: QUARRY SPAlLS'. . . . ... ... ..... . ...... ····+ .... '"'"l i 1 -2 LAYERS MIRAFI 140-NIGEOFABRIC PLAC.EDBENEATH QUARR,Y·SPALLS: · ··········· ·, · · •..• 24• 1Hl¢KNESS· QUARRY SPALLS 12" 1HICKNESS QUARRLSPALLS : ..... POND QUARRY SPALL BLANKET FACING DETAIL TYPICAL SECTION t:: ::", Q'. w [L f-w Ol I !;i: f-CJ I w . Q'. CJ I xw 1 6 ~--'-V"'AR'-"l=Es~*----1 12" MIN. THICKNESS 2"-4" QUARRY SPALLS 480 475 NOTES 1. REGRADE NW POND TO A MAXIMUM SLOPE OF 2: 1 AS SHOWN BY PLAN VIEW CONTOURS HEREON. 2.REMOVE EXISTING SOILS DOWN TO NATIVE TILL AND OVEREXCAVATE AS NECESSARY TO ACCOMODATE NEW ROCK 1111CKNESS SO AS TO NOT DECEREASE POND CAPACITY. 3. INSTALL 2 LAYERS OF MIRAFI 140 N GEOTEXTILE FABRIC TO PREPARED SUB-GRADE SOIL. LAY QUARRY SPALLS OVER FABRIC IN A 2' MINIMUM TIHICKNESS AT TIHE BOTIOM OF TIHE SLOPE AND GRADUALLY DECREASE TO A I' TIHICKNESS AT TIHE TOP OF SLOPE. 4. QUARRY SPALLS SHALL EXTEND OVER PERIMETER POND SLOPES AS SHOWN IN PLAN VIEW. QUARRY SPALLS SHALL NOT EXTEND INTO AREAS RESERVED FOR TIREE AND SHRUB PLANTING (SEE APPROVED LANDSCAPE PLAN SHEET C-9). 5. QUARRY SPALLS SHALL BE 2'' TO 8" MINUS ROCK PER GEOTECHNICAL ENGINEER'S SPECIFICATION. 6. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH PREVIOUSLY APPROVED PROJECT ENGINEERING PLANS AND CITY OF RENTON STANDARDS. w <{[L f-::",W I z (/) L-------t---+------~-----t-'-----------1r .. ·----------- T- l I I I I I 2+00 <J GRAPHIC SCALE ·l'"~""arL~~:.? •• , ___ ':° L----I I ~ ~ : __ ~j HAGENSON CONSULTANTS, LLC O'AL ENGINEERING & LAND OC'.UOPMENT CONSULTANTS 6484-48TH AV£ SW Seattle WA 98126 phone 206 938-6168 fax 206.938-76'\5 emoi H.HogeosonOCOMCAST.NET ( IN FEET ) 1 inch -10 It. NOTE 1HE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. 1HE CONlRACTOR SHALL DETERMINE lliE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONlRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 1 00 • 7 POND RETROFIT AS-BUILT HEH 6 POND RETROFIT W/BACKFILL PER GEOTECH HEH 2 REVISED PER 8 16/13 CITY COMMENTS HEH w ::", >c'. z <t II) ::", w ::<' DRAWN: ->- oo Q'. I'-w co 3: >c'. u 0 X Q'. <t ::", 0 I -tj" ;;>;y); N KEYWAY ~ ORIGINAL GROUND NOTES: 1. SEE SECTION 4.30. 2 SEE WSDOT / APWA 9-03.12( 4) PERFORATED PIPE 4" MIN. FILTER FABRIC 3. FENCE OR HANDRAIL MAY BE REQUIRED WHEN ROCKERY HEIGHT EXCEEDS 30 INCHES AND IS LOCATED IN A PUBLIC AREA. 4. THE WALL FOUNDATION IS TO BE CLEARED OF ORGANIC MATTER AND DEBRIS AND THE UNDERLYING MINERAL SOIL COMPACTED TO 95 PERCENT OF THE MAX. DRY DENSITY. THE EMBANKMENT MATERIAL IS TO BE GRAVEL BORROW MEETING THE REQUIREMENTS OF 9-13.14 OF THE WSDOT STANDARDS. THE BACKFILL IS TO BE PLACED IN THIN LIFTS, NOT EXCEEDING SIX INCHES IN THICKNESS ANO COMPACTED TO 95 PERCENT OF THE MAX. DRY DENSITY. 5. (NOT USED) 6. ZONE OF INFLUENCE, FLATTER SLOPE MAY BE REQUIRED IN LESS STABLE SOILS. ALL DRIVEWAYS, PARKING AREAS, AND ROADS SHALL LIE BELOW THE ZONE OF INFLUENCE. 7. EMBANKMENTS BEHIND FILL SECTION ROCKERIES EXCEEDING 4 FEET IN HEIGHT SHALL BE GEOSYTHENTIC FABRIC OR GEOGRID. 8. ROCK WALLS SHALL BE PLACED NO CLOSER THAN 5 FEET FROM THE EDGE OF ANY PEDESTRIAN WALKWAY, PUBLIC EASEMENT OR RIGHT OF WAY UNLESS APPROPRIATE SAFETY RAILING OR FENCING IS PROVIDED. 9. MAXIMUM HEIGHT, AS MEASURED FROM THE KEYWAY, IS EIGHT (8) FEET. ALL WALLS FOUR FEET OR HIGHER SHALL REQUIRE A BUILDING PERMIT. ALL WALLS TO BE CONSTRUCTED IN A FILL SECTION OR THOSE WALLS SUPPORTING A SURCHARGE (DRIVEWAY, ROAD, BUILDING OR PARKING AREA) SHALL REQUIRE DESIGN BY A LICENSED ENGINEER. 10. THE TOP OF ALL ROCK WALLS SHALL BE CONFIGURED TO PREVENT SURFACE DRAINAGE OVER THE TOP OF THE WALL. ROCK SCALE: WALL, CUT 1 "=20' VERTICAL: NAVD 1988 HORIZONTAL.: NAO 1983/1991 & FILL SECTIONS CITY OF RENTON HEH ONE INCH 1 INITIAL PERMIT SUBMITTAL HEH '"''''°' f--~--t~~~~~~~~~~~~~~~~~~t--~c--1~~--1-~~-1 HEH Planning/Building/Public Works Dept. AT FULL SCALE NO. REVISION BY DATE APPR #>PROVED: HEH If NOT ONE INCH SC,l,LE ACCORDINGLY CONCRETE ECOLOGY BLOCKS. INTERLOCKING KEYWA Y DESIGN. MINIMUM 2.5' WIDE X 2.5' HIGH X 5' LONG UL TRABLOCK OR EQUIVALENT 12" THICKNESS ELEV 4901 QUARRY SPALL~/,1~ / .~ // / 2 / . / / 1 r-/// / 1 / I // i I r-"----.L.. 1~XCAVATION LIMIT ELEV 484.0 8 ',• 1 2 LAYERS MIRAFI • / 140-N GEOFABRIC , .• \\ ; PLACED BEN EA TH 1 QUARRY SPALLS. .• .. .. ··,,j 'tJACKFILL WITH 2" TO 8" MINUS QUARRY SPALLS RAIN PIPE TYPICAL ECOLOGY BLOCK GRAVITY W!',,L CHECKED FOR COMPLIANCE TO CITY STANDARDS POND RETROFIT GRADING PLAN LAKESIDE FAIRWOOD PLAT 18621 -116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC A 5/1/13 C7 SHEET: Or: 7A 13 NNNNAA · RECEIVED APR O 7 20\5 CITY OF RENTON PLANNING DIVISION CITY OF RENTON SHORT PLAT NO. LUA09-079 SHPL RENTON, WASHINGTON OWNER'S DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED, OWNERS 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. ~~-- ACKNOWLEDGMENT HANDS AND SEALS. NAME NAME -~--- STATE OF _ _\J[l.fui~~----) ) ss COUNTY OF -11~---'-----) I CERTIFY THAT I ~Ni~o2t :AAi: ;;T~f~~b~~y orl~EN~E TH~0: -1r---~- ' L.L.C., IS SIGNED TO THE FOREGOING NSTRUMENT AND WHO IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENTS OF THE INSTRUMENT, HE OR SHE, AS SUCH OFFICER AND WITH FULL AUTHORITY, EXECUTED THE SAMEVOLUNTARILY FOR AD AS THE ACT OF SAID LIMITED LIABILITY COMPANY. ,,,,;;:~~,.;;_,_,._l,;:_":;l:;.~.';::r.~:,,~ .... ~-~ .. ~, '' Notary Public · State of Washington JILL y GAYLE KOMPERUD MY COMMISSION EXPIRES May29,2017 PATED ·--~k1L111_(_ __ ---=·:-----. --· -·:·. SIGNATURE OF ~~-- NOTARY PUBLIC · . PRINTED NAME 0~ NOTARY PUBLIC Jj/\y ~ TITLE y/11/\.,,ILvv MY APPOINTMENT EXPIRES s/i,i::I /vl,tf A: I IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME. NAME NAME STATE OF _______________ ) ) ss COUNTY OF _____________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED------------~ SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC TITLE-~----------- MY APPOINTMENT EXPIRES------ RECORDER'S CERTIFICATE •................... CONFORMED COPY ~~=------20 ~· ..... .. ~ ......... AT i~o! §N~?si09000J7 PAGE-001 OF 0 02 143.00 07/20/2015 16:03 CORDS ---\\l""'··"' "".'.~· APPROVALS: DEPART~lENT OF ASSESSMENTS RECORDING NO. VOL./PAGE z3rd JvN ~ J' c EXAMINED AND APPROVED THIS ____ DAY OF _____ :::L_, 20 _,.,.L EXAM'ZJ~;PRi: JzitoAY or-~ u_ct_, 20,LL ASSESSOR -u---0 ---11 -----SCALE: DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS 1..'~-~J DAY OF ___;f!:!_tj_.f_ _, 20_/ !5 1 INCH = 40 FT. ~ll~l~l~IL.>1.___ _ __._ __ ....._ _ __. ___ I.__ _ __. O 40 80 __ _li(__ ___ Lt/ll..r1, ___ L_~~Q DEPUT7ASSESSOR ACCOUNT NUNBER ---r~-?-~_v~LG __ PORTION OF I _S~, .. J / 4 of _SE;___1 / 4, S._32__ T._2-J.._N., R._5 _E., W.M. GENERAL NOTES 1. NO EASEMENTS PER TICOR TITLE COMPANY DATED MAY 29, 2015 GUARANTEE NO. 6527512. 2. ZONING: R-8 3. PROPOSED DENSITY: 8.0 UNITS/ACRE DENSITY ALLOWED: 8.0 UNITS/ACRE 4. PURPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESIDENTIAL. 5. PARCEL NUMBER 3223059113. AREA TOTAL AREA OF PROPOSED PLAT = 58513 S.F. -1.34 ACRES PROPOSED LOTS -8 LOT 1 = 4680 S.F. LOT 2 = 4512 S.F. LOT 3 = 4522 S.F. LOT 4 = 4514 S.F. LOT 5 = 4534 S.F. LOT 6 = 4507 S.F. LOT 7 = 4511 S.F. LOT 8 = 4509 S.F. TRACT "A" DRAINAGE = 6925 S.F. AREA IN NEW PUBLIC STREETS 15300 S.F. OR 0.34 ACRES WETLAND: 610 S.F. -UNREGULATED DUE TO SIZE WITH ADDL. 218 S.F. OFF SITE, TOTAL AREA 828 S.F. (EXEMPT) NOTE: TRACT "A" IS FOR STORM WATER DETENTION AND MANAGEMENT PURPOSES. LOTS 1 THROUGH 8, INCLUSIVE, SHALL HAVE AN EQUAL AND UNDIVIDED ONE EIGHTH OWNERSHIP INTEREST IN TRACT "A" AND LANDSCAPE EASEMENTS. THE OWNERSHIP INTEREST IN TRACT "A" MAY NOT BE SOLD OR CONVEYED AND RUNS WITH THE LAND IN PERPETUITY. UTILITY EASEMENTS TO THE SOOS CREEK WATER AND SEWER DISTRICT UNDER KING COUNTY REC. NO. 20150612000194 (WATER) AND UNDER KING COUNTY REC. NO. 20150612000193 (SEWER) DEED OF DEDICATION ~ 1" 1-. ,,,...,._ \ 11"1 UNDER KING COUNTY REC. NO. C) \,St) CJ-V VV ? SURFACE WATER/DETENTION FACl~TY EA.SEMENT \\1 y UNDER KING COUNTY REC. NO. 01,$'. o1l.Q t>f> STORM DRAINAGE EASEMENT UNDER KING COUNTY REC. NO. PUBLIC SIDEWALK EASEMENT UNDER KING COUNTY REC. NO. 1Pis t>"ra.o 00 n,s 1J,, ~ bJ?J) Do \l1 » FIRE TURNAROUND & ACCESS EASEMENT ...t..,'"' "''"' \. ,11 UNDER KING COUNTY REC. NO. _'}..,.._.-0~\',-tj_,_ \~ "'v-!.'-v~-~'-~- PRIVATE LANDSCAPE EASEMENT '.":\S ? '\O 1. 0 , ,., l.l UNDER KING COUNTY REC. NO. -~,c::::_c-..,._'--"Q'-'--'11:,."""--'-v-~11_1 •=-::J_._ PUGET SOUND ENERGY EASEMENT UNDER KING COUNlY REC. NO. 20140401000717 LEGAL DESCRIPTION FROM TlCOR TITLE COMPANY TITLE REPORT DATED MAY 29, 2015 GUAf~ANTEE NO. 6527512. THE EAST HALF OF THE EAST HALF OF PORTION OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST . QUARTER IN SECTION 32, TOWt•ISHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE SOUTHERLY 505.1 FEET OF SAID SUBDIVISION; EXC[PT THE EAST 30 FEET CONVEYED TO KING COUNTY FOR 116TH AVEHUE SOUTHEAST BY DEED RECORDED UNDER RECORDING NUMBER 2690240. NOTE: TEN-PERCENT OF EACH LOT MUST BE MITIGATED BY FLOW CONTROL BMPS PER :mos KING COUNTY SURFACE WATER MANUAL, SECTION 1.2.3.3 AND 5.2.1.4. THESE FACILITIES MAY INCLUDE, BUT NOT BE LIMITED TO SUCH FACILITIES AS DISPERSION, INFILTRATION, RAIN GARDEN, PERtviEABLE PAVEMENT, GRASSED MODULAR GRID PAVEMENT AND OPEl··i GRID DECKING OVER PERVIOUS AREA. DESIGN AND CONSTRUCTION OF THESE BMPS IS DEFERED TO THE INDIVIDUAL BUILDING CONSTRUCTION PERMIT PHASE. 10 % OF EACH LOT IS AS ITEMIZED BELOW: LOT I IUMBER TOTAL LOT AREA (SF) 4678 2 4508 3 4514 4 4516 5 4534 6 4513 7 4512 s -· . '"'"-·· 4509 · 1 0% OF LOT FOR BMP (SF) 468 451 452 452 454 452 452 451~-, .. _______ ,_,_ -.. · ., SE 176 ST. l() -SE 178 PL l() ~ ~ SE 180 ST. -b5 l--~>-t----' ki :s: <:( t-----=-.:..:=-~-=--A co a -SE 188 ST. SE 192 ST. SITE A STRIP OF LAND 10 FEET IN WIDTH ACROSS ALL LOTS, TRACTS AND OPEN SPACES LOCATED WITHIN THE ABOVE DESCRIBED PROPERTY BEING PARALLEL TO AN COINCIDENT WITH THE BOUNDARIES OF SAID PRIVATE AND PUBLIC STREETS AND ROAD RIGHTS-OF-WAY. SITE ADDRESS: 18621 116TH AVE SE ASSESSOR'S NOS. 3223059113 LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE i~--? ........... 20 ... 5!} __ L ~~:~~~ VICINITY MAP N.T.S. Tyee Surveyors PROFESSIONAL LAND SURVEYORS GREENWOOD AVE N., SEATILE, WA 98133 (206)525-3660 LUA09-079 SHPL LND-20-0548 DECLARATION OF COVENANT: THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW PRIVATE EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. FRONT YARD ORIENTATION AND ACCESS FOR LOT 1 AND LOT 6: LOTS 1 AND 6 SHALL TAKE ACCESS ONLY FROM SE 186TH PLACE AND FRONT YARDS SHALL BE ORIENTED TOWARD SE 186TH PLACE. HOMES TO BE CONSTRUCTED IN THIS PLAT ARE SUBJECT TO THE CITY OF RENTON'S RESIDENTIAL DESIGN STANDARDS. FRONT YARD LANDSCAPING PURSUANT TO THE APPROVED LANDSCAPING PLAN SHALL BE INSTALLED PRIOR TO FINAL BUILDING INSPECTION. CITY OF RENTON BASIS OF BEARING: CALC'D N 2"11 '13" E ALONG CENTERLINE OF 116TH AVE S.E. HORIZONTAL: NAD 1983 / 91 VERTICAL: NAVO: 1988 CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS NO. 1868 W. 1 / 4 CORNER 33 T.23N. R.5E. LOCATION: FOUND A 1-3 / 4" (OUTSIDE DIAMETER) STEEL PIPE FILLED WITH CONCRETE DOWN 1.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF SE 184TH ST., & 116TH AVE SE NO. 1873 NW CORNER 4 T.22N., R.5E. LOCATION: FOUND A COPPER TACK IN LEAD ON A 3" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE INTERSECTION OF SE 192ND ST. & 116TH AVE SE. REVISED 6-19-15 BY: NP REVISED 6-12-15 BY: NP REVISED 3-17-15 BY: NP REVISED 2-12-15 BY: NP REVISED 2-3-15 BY: NP REVISED 9-'18-14 BY: NP REVISED 4-7-1 4 BY: NP LAKESIDE F AIRWOOD SHORT PLAT OWN. BY NP CHKD. BY TG DATE 1-27-14 SCALE NA JOB NO. 13205 SHEET 1 OF 2 CITY OF RENTON SHORT PLAT NO. LUA09-079 SHPL RENTON, WASHINGTON ____ _J S.E. 186TH ST. 0 I') I S.E. 18 4 TH ST. RECORDING NO. VOL./PAGE 0 I') I FND. 2" DIA. IRON PIPE FILLED W/CONC. IN CASE OWN. 1.7 SCALE: PORTION OF 1 INCH = 40 FT. ul l._.l._,l._,l._._l __ _._ __ .1-_ __J. __ _L. _ ___J 0 40 80 ~ I 0.06' N. ON LINE VISITED: 11/2013 _SE_1/4 of _S~_1/4, S._32_ T._2~_N., R,_c5_E.,W.M. EQUIPMENT & PROCEDURES FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING A REFERENCE NElWORK AND A 3" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. SURVEY PROCEDURES MEET OR EXCEED STATE STANDARDS AS SPECIFIED BY W.A.C. 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. ALL MEASURING INSTRUMENTS FOR THIS SURVEY HAVE BEEN MAINTAINED ACCORDING TO MANUFACTURES SPECIFICATIONS AND HAVE BEEN COMPARED WITH A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE LAST 12 MONTHS. 15" SCWSD PUBLIC (SOOS CREEK WATER & SEWER DIST.) SAN. SEWER ESM'T ------' 20150612000193 I w --55_55 LINE DATA NO BEARING DISTANCE 1 S87'54'17"E 5.05 2 S88'44'19"E 16.86 3 S89'40 55"E 11.24 ~I 'i-._ 1 O' UTILITY ESM'T _. "'"I ~ ~ ...... ....._ _ _,__RE~. NO.----_--____ N_8~'40'51"1 W 301.41' -30'-I -30'- EXIST. DRIVEWAY LUA09-079 SHPL LND-20-0548 LEGEND S FOUND 4" X 4" CONC MON WITH 1 5/8" BRASS DISC & PUNCH IN CASE. (2/03) --x--FENCE LINE AS NOTED DETAIL A N.T.S. LOT 6 BFNC BOARD FENCE e SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED iYEE LS 29276" ,1 /\ SET TACK IN LEAD W/TAG NO. 29276 I.() c:i DETAIL 8 N.T.S. ® SET MON. IN CASE W/BRASS DISK & PUNCH LS 29276 ~ ~ & 1 O' PUGET SOUND ENERGY ---- z ~I ESM'T REC. NO. 20140401000717 SE 186 th PLACE NI LJ.j Cr) LOT 1 N w . I.() -(0 N ~ z 5.00 OFFSET------&-, a, "! a, tO " N _58.63 _,,... 295.32 S. LN. NORTH 505.1 FEET E. 1/2, E. 1/2, S. 1/2, N.E. 1/4, S.E. 1/4. N 89'40'51" W _ .. __ 58.73 :.,_, . w I") ~ 0 . ..-r-,: ..- " N z 89'29'25" E N 89'29'25" 1331.50 ::_::_:___:::_-J-____ ___,.~c-::-::-----ir---,;-;;-,=-:;-i,:=:...:;-::..::,,=~-('W----CR MON. # 1 868 1331.50 665.75 665 ·75 -30.0 FND. 2" DIA. IRON 2629.52 ~ 00 C'i ID I') ..- 00 (0 Ii) N " N ,;l-o ~ ,__ ___ _, <O w ~ ... 0) t') (0 C'i 1------'--'"--~--'-' aJ I-') ~ ~ ~ N19Q ,...: Ii) z I"! ·/< a, 0 tO 195.34 PIPE FILLED W/CONC. IN CASE OWN. 1.7 0.06' N. ON LINE VISITED: 11 /2013 I w co lO 0 t-----1_3_2_1._8_1 -----i-_::6..:.6~0 . ..:.9..:..1 _J._1!)_~66=-:0:.:..9=-1.:__n-· -FND. 0.5" IRON N 59•40'51" E PIPE IN CASE • tO (0 !'I w ..- z~ C'i co I") ..- z 1312.32 1312.41 N 88'50'24" W-2624.82 OWN. 0.9 w 0.09' W. X 0.08' N. • lO :'.:? VISITED: 11 /2013 ~ z SECTION CONTROL SEC. 32, T. 23 N., R. 5 E., W.M. -NOT TO SCALE- CR MON. #1873 FND. TACK IN LEAD IN CONC. IN CASE OWN. 0.75 0.06 S. ON LINE VISITED: 11 /2013 (PUBLIC ROAD) FND. TACK IN i..EAD IN CONC. IN Ct\SE DWN. 0.75 0.06 S. ON Ll~IE VISITED: 11/2013 -30'- I '--1>---+---SET MON. IN ~.lj CASE W/BRASS 1 _:::.,. DISK & PUNCH. LS 29276 EXIST. DRIVEWAY -30'- -FND. 0.5" IRON PIPE IN CASE OWN. 0.9 0.09' W. X 0.08' N. VISITED: 11/2013 0 ® © ® R=15.00 L=J.88 t.= 14·50·01 • R=15.00 L=4.61 t.=1T36'12" R=15.00 L=18.46 t.=70'31 '44" R=15.00 L=23.07 t.=88'07'56" S.E. 192ND ST. Tyee Surveyors PROFESSIONAL LAND SURVEYORS 10007 GREENWOOD AVE N., SEATTLE, WA 98133 (206)525-3660 0.50' WIDE 0 SIDEWALK I ESM'T ., CURVE DATA ® ® ® I.() c:i REC. NO. -------- R=15.00 L=24.05 t.=91 '52'04" R=15.00 L=18.46 t.=70' 31 '44" R=15.00 L=3.87 t.=14'47'55" REVISED 6-19-15 BY: NP REVISED 6-12-15 BY: NP REVISED 3-17-15 BY: NP REVISED 2-12-15 BY: NP REVISED 2-3-15 BY: NP REVISED 9-18-14 BY: NP REVISED 4-7-14 BY: NP LAKESIDE F AIRWOOD SHORT PLAT DRAWN BY: DATE: 1-27-14 JOB NO.: 13205 NP CHKD BY: TG SCALE: 1" = 40' SHEET: 2 2 OF \ Ii I I/ j - ;1· .-'.> / /i .I" .. I /\ /1 y \ LOT 5 4534 SF L '. ~ ---- @) @ @ @ (§) @'!) g ® 1-:-:-::1 BOff\NICf\L ~JAME: l3ei:ula Jacquemonti*' I I \s:\A \ L01;4 4516 ',SF : \. --/~-"""""'~ \ Ciledit:sia tri, inerml5 '5hadema:s-ter'* Pwus callerw-ina 'Capital'* Acer circira-J.1r'1;¥-, fi!ia america1'a 'Redmmd' LOT3 45.\.4 SF CO MM01~ N!\Mt:: Jacciuemontii Dirch 1nor1les5 Honeylocu5t f lowerinci CJ ear Vine Maple Linden 8 fOfAL L0f5 X 2 fRt::t::5/ LOf Mll\JIMUM ~ 16 fRt::t::5 Rt::OUIRt::17 Qf( 6 II 7 7 \ \ \ 6' GREEN VINYL GOA TED CHAIN LINK FENCE :X:\Q .. ]' \:\_ l..S N Vi~ AR e: _ _..,...,...,,..... ...-.-==~-EAS~fT. '- -r~··-\ : I : .. \ LOT2 \_ 45o_s Sf ' \ I \ ·-~------············ ···,)"""' '"~ 51Zt:: 2 11 cal 2 11 cal 2 11 cal 2 11 cal 2 11 cal Rt::MARK5 full and Matchinci full and Matchinci f u II and /0,atc h inci full and Matchinci full and Matchinci 4678 SF btra Acer freeman I planted to replace free #I:;, ( 14 11 P dar) 'emoved. 5ee olan for location, 5.~RUB5 and CtROUNt? COVE:R Viburncm davidrr'*-David Viburnum 18 2 ciallon f u 11 and Mater rnci ruon4mu5 5p, I Ciold 5po~I ;Ji-, l::uonymu5 10 2 ciallon f u 11 and Mate hnci Cara u:5tacea* Orancie 5edcie 19 2 ciallon full and Matef inci Mi5canthu5 5inen5ls'* Marder Cira5s 59 2 ciallon f u 11 ar,d Mate h inci 1elidotricrcn sempervirens'* Blue Oat Cirass II 2 ciallon full and Matehrnci M4rica californica* Pacific Wat Myrtle IB 2 ciallon full ar,d Match1nci Lavandula 5p.* Lavender 21 2 01allon full and Matchinci ,r~uja OCC !dental j5 I 5tna'acid 1 )K 'l::merald Cireen hborvitae 02 0'-6' ht full and Matchinci/ Plant -SQI I o,c, Arctostaph4llos uva urs *"-Kinnikinnik I ciallon full ar.d Matchrnci Lawn"'- \/INE:5 ~ Lonicera sp. Hone~suckle Vrr1e 14 full ard Matchnci '!\'sConsidered drouc#-colerar,t in Pacifc Northwest once e,:tablished I : JG 49/j I I .,J---t--it-o..~-~1 FC 497.39 1/f,LK FG 1 w 1 , c;,0 1 --"l'r.::l'l'f'.,:..-!ihli, . L,bci I Or ; PRUNE DISEASED AND BROKEN BRANCHES -REMOVE TOP 1/3 OF BURLAP 2" SETTLED DEPTH OF SPECIFIEO MULCH ll~-+:,----RrPL,l\[eMr\J<lRrr FOR 14 11 AWrR (fRrr +t-15) FERrlLJZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY NOW 5HOW\J fO Br RrMOVW 10' Wl17fH L/IN'JSC/f'r BLffrR FIRM NATIVE SOIL MOUND g~'=i=t'-r--LOl1REl5. 1YPC/\/, NSlALL AfllMr Of BUILDING 2x ROOTBALL WIDTH / 'I PrRMlf LAI\JD5CAPII\Ci lO Br lr~5lPUW A5 PARf Of PLAf IMPRO\/riV,fNf':i SHRUB PLANTING DETAIL NOT TO SCALE SPECIFIEO TREE STAKE(S) ~ INSTALL "TREE BOOT" OR I'-----CHAN LOCK 1YPE RESTRAINT SYSTEM "ARBORGARD" IN LAWN AREAS. PLANT TREE 1 "-2" HIGHER THAN IN NURSERY REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED OEPTH WITH SPECIFIED MULCH .. FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS ~r;;:====ii~gJJcJltrfLf,?~1iEV/'J..~K1REES SPECIFIED PLANTING SOIL UNOISTURBEO GROUND SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH~ IN HEAVY SOILS, AUGER 8"x6' DEEP '=-~-D HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD -_,.,~. --~~----ecc _ DRAINAGE P.RIOR TO PLANTING. NOTE, D~ N~,--;;~RcE rREE~ooT;L;:·w,rn'rnEE srKKEs""'"·-'·,w"flc,''"~ 0 ~_,_ DECIDUOUS TFS:EE PLANTING & STAKING DEGA~\-\I ' NOT TO SCALE <:,'(\ ~ r'_...\\Jt:.'O t\'CVt:,. -H--+~--+~-----,f--i:11 rrrn1 woor CHIP MULCH N .... i \ 11')\S \J\~R N fRff #I 1r1Rrt:: 8 11 MAPLt::5 fRt::t:: #2 6 11 M/lPLt:: fRt::t:: #7 8 11 MAPLE: fRt::t:: 44 8 1 POPLAR lRt::t:: =+0 8 11 POPLAR rRff 46 10 11 POPLAR lRt::t:: ±j: 7 8 11 POPLAR -rRff =+8 14 11 POPLJ\R -rRt::t:: #9 10 11 POPLAR fRt::t:: #IO 6 11 PIN:: fRt::t:: #II 10 11 POPLAR fRt::t:: ='+12 6 11 PIN:: fRt::t:: ++1-s 12 11 MAP: . .t:: rRt::r n14 14 11 POPLAR -rRff #7J 12 11 1W\PLt:: -rRt::t:: #78 9 1 MAP /t:: lRt::t:: ='=f59 15 11 MAPLE: fRt::t:: ='=f40 22 11 MAPLE: N01r: 11\LL ·rRt:::::5 NOlrD Ht::Re ARE: PROP05rl7 :0 [3[:: Rrr;\INt::D DRIPZONr OF rY.1511Na fRrrS LAND5CAPf NOff:5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. iGD £,\)\\5)\\ 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 \'·J\S\0\ 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO 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 WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS VIA WATER TRUCK OR SIMILAR APPROVED METHOD. WATER SHALL BE PROVIDED AS FOLLOWS: MAY: 1.59 INCHES TOTAL DIVIDED UP EQUALLY OVER THE 4 -5 WEEKS IN THE MONTH JUNE: 3.13 INCHES TOTAL JULY: 4.46 INCHES TOTAL AUGUST: 3.51 INCHES TOTAL SEPTEMBER: 1.77 INCHES TOTAL 12. MAINTENANCE SCHEDULE SHALL ALSO INCLUDE ATTENTION TO LANDSCAPE PLANT MATERIAL AND LAW~ WITHIN RIGHT-OF-WAY. MINIMUM 1 VISIT PER MONTH. WORKJHALL INCLUDE BUT NOT BE LIMITED TO: MOWING THE LAWN AND REMOVE LAWN CLIPPINGS) REPLACE ANY DEAD PLANT MATERIAL DURATION OF MAINTENANCE CONTRACT ONLY), REPLACE BROK N TREE STAKES AND RE-TIE CHAIN LOCK IF BROKEN OR BECOMES UNA i'ICHED1, REMOVAL OF ALL WEEDY NON-NATIVt: PLANT SPECIES WITHIN MAINTENANCE LANDSCAPE AREAS, RAKE OUT BEDS, AND REPLACE BAR" MULCH AS NEEDED. 13. 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 SCALE: 111 ~20 1 -0 11 80 22 11 K?4 11 SHflf < ~ il_ \- ~ C) I \J'\ ::::z: < D -" D._ \-C) ~ -" ~ =::s C) ~ s u I \I\ \I\ ~ < ~ ::::z: < < -" ~ ~ D -- \J'\ ~ ~ < ~ DESIGNER: JMV DRAFTING BY: JMV DATE: 6-14-14 SCALE: AS SHOWN L-01 SHEET 1 OF 1 I---- _J - =:) (D w en I- <( <( I- 0 Cf) <( a: 0 w Cl: >-I <( ~ _J NE 1 / 4 OF SE 1 / 4 OF SEC. 32, TWP. 23N., RGE. SE., W.M. . 5' SIDEWALK · 4 .. <J • I TEMPORARY PUQLI LANDSCAPE i EASM'T. LOT6 4513, SF . __ ;_'·,- 0.5' SIDEWALK _EASM'.I_ .. <J I r:,'-OJ ll ' )> z I Ul. I r'1 "2· ;;,:, 0 CT] . ::f . ;,, r ;,,; I I . + ' Ii . ~=8'=,· ::PL=A=N~T=ER=:~~t::~=~=~::=::::::~~~~~effi~~ffi~:::==~~==~~~S:EM~EillNT~(~~~~~~~~~F-~~=::·:~-F'::E_~i ~:::==~.~rx_ t'---HMAI OX LOCATION (SEE DET IL) \/ ' \ 2[~::ac:ac::.? •• ';o ----- VERTICAL DATUM NAVO 88 BENCHMARK GRAPHIC SCALE 20 : ( IN FEET ) 40 I 1 inch = 20 ft . 80 I MP'1 N ;;o..p,. ,-·----;-,1;----j ~ ---j:-----·-... -__Jµ\-~-=c-c=---:-=--=--=----:-:c--+--~-.i._-4:------+~=""--t---~----:'--l;-1+-to-o· -0---t+_o_o --++--INTERSECTION TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT 45 a_ 3+oo "'a_ PUBLl,C ROA02+00 STA 3+27.5-18' LONG TYPE Ill BARRICADE ON 4"X4" WOODEN POSTS BURIED 3' IN CONCRETE ATTACH R8-7{MODIFED) FUTURE THRU STREET SIGN . ,-' · .. 500 490 480 . ! . <J . a,. l LOT 5 4534 SF L_ .. HAGENSON CONSULTANTS, LLC Clv1L ENGINEERING & LAND DEVELOPMENT CONSULTANTS 6484-48TH AVE SW Seattle WA 98126 phone 206 938-6168 fax 206.938-7645 email H.HagensonOCOMCAST.NET 4 \ LOT: 4 4516 \SF '8' PLANTER 5' SIDEWA I I I I I I I I I I I I I I .. ·1 I ,«=,'MoW''"''''' ,,,,,. _, ........ ··= <J LOT 3 4514 SF ,, .. ,.,m "" SCALE: HORIZ: NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROX/MA TE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCAllON OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 EXPIRES 11/15/16 -· -,,,_. .. • LOT2 4508 SF . ,, .-.--..... -, ,.-... ~ ' 5 AS-BUILT 4 REVISED FOR 8 PLANTER 3 ADDED SIGN AT STA 3+27 2 REVISED PER CITY 8 16 13 1 INITIAL PERMIT SUBMITTAL NO. REVISION " _kl', r ,-~ ,---- COMMENTS LQT 1 4678 SF 0.5' SIDEWALK./ EASM'T/: I : I ---,--'--r-- 5,oo: :: • I CONC : . i 8.00' 5' TD BE WALK, lt=L. S=c.. -!Hf-t-2~. o'..':'.o·_--!: . , , DEDICATED AS /I ADDITIONAL J ,~. -,-..,;-i ·· lf-1---ii-ll RO~ 1 i , .... I --+--AOJU sTI TO GRADE (TYP) ;:;l + . ,,,,r,, ~,. \ . -~WALK fG 4~.?\t;r: sT A 11 ~e::i~ .. ztu E ~cc---+-',l,£!'.',c--~~E o 1 r~1r, ,-.11nn 1n1k1 rv1,:;Tn1r., PVI: 497.5' @ 0+65 ·. SURVEYED: OH DE:SIGNED: HEH Dl<AWN: HEH CHECKED: HEH BY DATE APPR AP?RO'.'ll); HEH ' ,. '' --- 500 . 495 . 490 0+00 1 "=20' ONE INCH AT f\.lll SCALE IF NOT ONE INCH SCAL£ .'.CCORDINGLY ST!/ 10+93.30-116TH SE =/STA, 0+00-SE 86TH (wees POINT ID NO. 3831) m m 5' WALK ~ ,'••,··,. "·"·· .. VERTICAL: NAl/0 198{1 HORIZONTAL: NAO 19SJ/1991 ROAD NOTES 1. CONSTRUCT ASPHALT PAVEMENT ROADWAY SECTION PER CROSS SECTION DETAIL HEREON 2. CONSTRUCT VERT CONC 'CURB AND GUTTER PER STD PLAN FOD1 3. CONSTRUCT 4" CONC. SIDEWALKS PER RENTON STD PLAN FOD5.1 & FD07 4 CONSTRUCT TYPE 4 DRIVEWAYS PER STD PLAN F004.5 5. CONSTRUCT TYPE 3 BARRICADE PER STD PLAN H-018 6. CONSTRUCT TYPE 3C HANDICAP RAMP PER STD PLAN F012.2 7. CONSTRUCT MAILBOX PER STD PLAN HD27 8. ALL TRENCH RESTORATION AND OVERLAY REQUIREMENTS SHALL COMPLY 111TH THE CITY OF RENTON STANDARDS. DRIVEWAY TABLE-16' \'.1DE DRIVEWAY STATION 0+82.26 0+84.19 1+40.88 1+ 70.8.8 1 + B7 ,39--=,:."- 2+49.637 2+58.24 2+ 79.67 2+88.24 9FFSET L R L . L \ 1 ,,~ .c:"' 20'Wi0TH," 20'-RAD1US "· SEE PLAN . , L CONSTRUCTION NOTES .. (D CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 <I) CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. @SEE SHEET C7 FOR STORM SEWER CONSTRUCTION. @CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5 24' ROW B' PLANTER 1 O' _2% MfN. • I ,,.2.5% MIN. : '., .,·.• .. ,, .,,.,,. '/ "" " . -4• CLASS "B" ACP TYPICAL CROSS SECTION NOT TO SCALE SE 186TH PL CITY OF RENTON Planning/Building/Public Works Dept. ' 24' ROW 10· 2;.5" MIN ... .,,,, "I'//// ,,,,,,,,. . ,-Fl•.':" •. .._ 6" CRUSHED SURF AClNG Tai COOR SE l a· PLANTER • 2=" MIN,...:.. .. .. COOCRffi a.JRB ANO QJITER Pm STD PLM F-001 •: . . 5' WAI..X . , . .. ,, .. j., . ~ CHECK FOR COMPLIANCE TO CITY STANDARDS SE 186TH PLAN & PROFILE LAKESIDE FAIRWOOD PLAT 18621 -116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC A 5/1/13 C5 SHEET: OF: 5 13 NNNNAA RECEIVED APR O 7 2015 CITY OF RENTON Pl.ANNING DIVISION A PORTION of the S.E. 1 /4, SECTION ::: DETBNTION m ~ . ~~ (f . ~ 7 i,3 .....l 1,"e; . ': 9 • • .. '. ' Q'1 I V1 3 "J6, . 4909'f.9 g GsoJ.25' '"E. (PJ 528,24' W. (Pl N RETENTION : 48.00 . 48.00f 7.58 ... 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"' ~ "' 1. 09 AC ~ LOT2 20410# 69.47 LOT4 20530# .l-•N'------------_,.-S....;8~9~-~09~-...;4•9..,.,.E __ ......,._.~-.--...._~62~7~ •• 8_7_._ ________ _,...__ ........ 1 .-f 313. 935 313. 935 :"; · ··: : ... · ··: ..... "' 0 0) ..,. rl "' D "' "' rl :z· I i-;-·-~-----2-0~d-~-----+-I...;·-~~--~;.;_~ 5 -, ( 292.00 120 8890# 9000# 46736# S 89-14-45 E 0 314.04 31,4 ._155 299,26 1478911 . 80 1. 08 AC 628 .• 1 628,53 ,,, ·. 1060# "' 7'· .. "'. 0 N •. I r-r-1 ·a-, N z 11892# NOR-rHVVESTERN --GARDEr\J 164.635 0 TRACTS DIV .. ~ NO. 3 628., 08. 314 , 04 314 .15.5 3 9.27 M rl lE ..,. ...... _ __._,..-..,._ a,· "' rl 25511# g .-< 60 2'i402ff 7200# 32 • .49 ST • 16· 1. 05 AC 1. 05 AC "' 0 J "' rJ I .rl 200 +/-]. 1.99. 7.6 90 90 LOT c"2 LOT c~ 1 " "' ,,.,·o 0 ' I <x, m <l' rl ·rl I rl U) 24000# 1332H . s. 89-4-.47 8. 90 13318# 90 329, 2'i GRAPHIC 200 a 100 200 ( IN FEET ) 1 inch = 200 ft, 0 N ,-f LOT B·2 13306# 90 621 J ,'"( / •• t,.,. 6 8.31 400 ffi i 0 Cl z <{ I- ~ 0 ::J a.. a. <{ C) z Ct: w w z C) z w er: w C) w <( J DATE: SCALE: _6/8/09 ·1" = 200' DESIGN BY: JJJ DRWN. BY: JJJ ---~- SHEET 1 OF 1 <( 0 a: w ~ I-- Cf) a: w >-<( _J C --' . ' l". .. :" 8' PLANTER L a F .... ,.~,.<( u g • • •-••M•••••• •• _ •. _,,,, ·-_----•--11,-,_, ___ ,_,_ 1,_ , I\ -1 , 0 OJ o:i (J) sci' z~o __ -, ___ o/-1 --'i° ---- -. -. , ···,, ~-.. ' "'"' }.','>' j ,._;,.'<{,,><: / / '1 I I I . I . GRAPHIC SCALE 20 4-0 ' I ( IN FEET ) I inch = 20 ft. -om o(f) -+_@~_-__ w 0 -..--:: :..c;., o ;m ... ~---······i ------------------+------------' -··-· -·----------------t; ~.1 ~ ~ Y _Q 6@ ci ---------------~ ;;l 8e Ex1sT. P~:0F1LE ,©) i": o; !5 ~ BO I NE 1 / 4 OF SE 1 / 4 OF SEC. 32, TWP. 23N., RGE. SE., W.M. VERTICAL DA TUM NAVO 88 BENCHMARK J TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (wees POINT ID NO. 3831) --/ 505 ® __J 2_0' MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE 0.5' EASEMENT J: 1 l.f. ~ S,\ 5' CONSTRUCTION NOTES (D CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 @CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. @SEE SHEET C7 FOR STORM SEWER CONSTRUCTION. I DEDICATION I 30' ROW I 5' WAI k' ' .·••,• 'I .. .. . . - I R' PLANT~R 22· 18'-VARIES ,.2.5" MIN. EXIST PVMNT ~"MIN,., l .. ,, -·· -, l ~ 4" C.1.ASS "8" ACP 5 CRUSHED SURFAONG TOP COURSE TYPIC1\L CROSS SECTION NOT TO SCALE 116TH AVE SE r_.-ArlD CURB RETVRl11 \_ \. '.i i ! i\ , :\JOTES: , .. VARIES EXIST PV\4NT -------------- ', ·._.,. '·-· ; 5' --,J" l,i1N. I Sl!J['liftU':- :l 1 ~<(•a....J z"' ~ -----~ ~---<Q __ ----6FT R6A1D --0 (/] (/] w 2 ---5.QD__':'.'.J:='-~~~----~~~z=·~-~~------~-+...L--+-f--+---~--+-~t--~-+---------fz~-----r~--·~ur'---f-:c~x~1s~T~GT~A~D~E-r----t------:~--tt~;=-==--=-=-=:-=::=-==--=c=::=:::::-3-~-:t~-~~~~--~=--~ 500 ' .......... ", .. Ji·3·~~sj_---_-----_---,-· -:::::i ------ CEMENT CONCRETE SIDEWALK AND RAMP MATCH EXISTING OR PROPOSED SURFACE ·1. Avoid plG'..:::ln'] or->Jina•j€ struct,_ires, Junction bo:1.es or oti12.r obstn,ctkms in front of romp access ,:.:ireus. 2. Detectable 1Norn;ng patterns may be created by J,'l'~ method that ,_.,,ill achieve the trun,:c1ted ciorn12. dimensic,1s nr1d spocing sho·l','11. The detectable w,Jrnin9 p,J~terr: ar20 shc,11 be yeilo1•/,· in cornplionce with Std. Spec. 8-~r+.J(J) --------------=~- •OL ·n (J) Ct'. sci' w. f-• fl f-' . :J:c..'.l l?al.L 10+00 HAGENSON CONSULTANTS, LLC CIV1L ENGINEERING & LAND DEVELOPMENT CONSULTANTS 6484-48TH AYE SW Seattle WA 98126 phone 206 938-6168 fox 206.938-7645 email H.HagensonOCOMCAST.NET ----, i LfiROPOSE06RADit N[W PROFILE -Q~ GLJ·dE'R .--~ ..... : (J) Ct'. sci' w f-fl f-. ::, q (') LI.. 495 -~_j_____J_~_j______l_L_ __ =-=---_j_____j__~_j_____J_~~~-'------'--~-'--___:_---':;-;:;-~;:::;:::--'-------'-~' 490 11 +oo PROFILE 116TH A VE SE 12 +00 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. lllE CONffiACTOR SHALL DETERMINE lllE EXACT LOCATION OF All EXISTING UTILITIES BEFORE COMMENCING WORK. CONffiACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACllY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 5 4 3 2 1 NO. AS-BUILT HEH REVISED FOR 8 PLANTERS HEH ADDED DETAIL HEH REVISED PER 8/16/13 CITY COMMENTS HEH INITIAL PERMIT SUBMITTAL HEH REVISION BY DATE APPR SECTION A-A NOTES 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. ASPHALT CONCRETE SHOULDER 2. SEE SECS. 2.02 ANO 2.03 FOR PAVEMENT AND SHOULOER WIOTHS. 3. SHOULOER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVEO SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 3. Curb ond g1J+.+.e1· shown, see the Contrnct Pl,Jns for tf1e cu1·b design specified. See Std. Pion F-1 for curb 'Jeloils. 4. See Std. Plan F-.3 for sidewulk joint ploceme.rit ono details. ::1. Ruri1p slopes sholi not be ste'=per tilon 12H: 1\', SIDEWALi( !UM? 1'\"P8S 3A, 38. 3C, & 3D Sheet 1 of 6 ADOPTED Cl'fY OP P.l::N'fON STA,."WARD PL\~tS LST DAE: 0--1-/IJ,!_ 4. SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. /-----------------------, @ RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-011.) DETECTABLE WEARING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSOOT STANOARD SPECIFICATIONS 8-14.3(3) 6. THIS DETAIL APPLIES TO ROLLEO AND VERTICAL CURB ROADWAYS. 2007 KCRS FIG 3-014 CONCRETE SIDEWALK TO ASPHALT SHOULDER TRANSITION SU~; SCALE, OH 1/ERTICAL.: NAVD 19'1 1 11 =20' HORIZONTAL: ~ 1983 1S91 DESIGNEll; HEH DRAWN: HEH ONE INCH CHECKED; HEH AT FlJll_ SCALE IF NOT ONE INCH APPROVED; SCALE ACCORDlflGL'r' HEH 4i CITY OF ..u. RENTON Planning/Building/Public Works Dept. ~------------------~-J 116TH SE PLAN & PROFILE LAKESIDE FAIRWOOD PLAT 18621 -116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC A DATE; 5/1/'3 C6 SHEET: Of': 6 13 NNNNAA RECEIVE[ Al'R O 7 2015 CIT'I OF RENT 1 PLANNING DIVISI( ~--~-------------------------------·--·· - NE 1 / 4 OF SE 1 / 4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. 0 z ! ~ w f- _J ::) co I V) <( 2 0::: 0 f- Vl I w f- <( f- Vl 0::: w >-<( _J CB #5 TYPE 11-48 CLAY COLLAR/DAM TE -49&.& 489 .17 4" THICK X 5' DEEP 481.69 S 481.37 X 1 O' WIDE CENTERED '>tfl,l,fil-E 484.52 ON STORM DRAIN 481.62 W EMERGENCY OVERFLOW TYPE II CB W/ BIRDCAGE TE 487.52 487.65 IE 4ffiM 484. 99 -~-i-:.:. 0 .-,N,',-''"'--~, .. ~ .. ~.-e,•••--'s---t_ ·~~,c',-· =· - ~\ .X O 6~~c$;~cR---J ___ ill ~"1:-'.L~;' :l_, .. ·~'..".'.' .. ~ .... ~ .. """.""".~..,..--f--~1~:~~.".'.'1ii'14'4''.'.'-~12~"¢;"ss':=~o.448~%t"oo.A4~4%~, f(~~~~;~~~ "' .,,. _ I I ~::::' I---t\:ii:,~,:-~ -----: ---12' GRA;<L AC<>SS L : SEWER I 481 6 3 1 45 . <1 L - ,-,-.~., --~--- -;-- 2.79%. , AS BL1. G.U.TT[R t EASEMENT / I I / CONTROL MH i t TYPE II 54" t i RIM: 490.0 1 i 6"¢ ADS CONNECT OUTLET: 4llWG-481.86 i OVERFLOW 4S1.4-487.56 / ROOF DOWNSPOUT ORIFICES-SEE DETAIL I (TYPICAL) SEE DETAIL I CLEAN OUT I i (TYPICAL) I I 3+00 6"¢ ADS CONNECT ROOF DOWNSPOUT (TYPICAL) ·" <J 4 0 n,: '4 .. 4 CB#3 -TYPE I STA 2+09.60 -9.17'RT TE 489c35 489.09 IE 48&.6-7- 486.54 S 486.39 E I I I I I I I I I I I I I I I I I I I I 4 I I L ~'------_, __ _ ...... : .. :.:r::: ... .............. (···. l l l --, ...... 1. I <J CB#4 -TYPE I STA 2+09.60 -9.17'LT TE 489-:35-489.15 IE 486:65 486.85 <1 107LF-12"¢ S 0.3% 0.2% CB#1-TYPE II STA 1+00.00 -8.3'RT I TE 4%1+ 493.92 IE 491.49 S 490.97 IE 4 86.a§ E,N 486.42 NW 486.17 W _ _L __ ········ "'"';,;,,' - GRADE ..... 107LFi12"¢ S'F&.3%' 0:2% · · , .. I . L ,, ·---- CB#2 -TYPE I STA 1t00.D0-9.17'LT TE 4S+.+l 494.10 IE 491:&i' 491. 70 ,, 0 ,., ............... cp··· . ..... ···CO····· a, ~~ .... W·-~---tt5·· CJ (0 I •·············· . W '"' ·:r::· -f-"Z" .... ID·· o w co .. ...... -;.... .. U) ... .-,,, .. . r:-..__..... ...._,, ' \ I' \ . 495 490 ' ; ' ! f-+------'--_j-~----l-__j--c---:---i---'---t------c::C---l±Ji:=---:~--t----+-------1!---,---:---j----,---,-+--'----J:;,~-H------,--\----;---•----;--- § ~ ............ J... . ....... L. . ........ cri. 485 w +·············+················1 ·1·· ·le'····· .. ,~·· ' , I ' . . ...--l ........... ,! .... . · · ··(!,)·"""'" · · O'I ''' · .... 1·· +··········. +···················· + ······• ..... 6 .... ·ur· .6 .......... VJ ... ~...... . .......... ) .... . ; .. ~ .. ;-.g ... ~--~ .. ~ .. 1 ..... .. +t-C(J + OCI tO o:J l . . ,'. :.:.:::· ::::i: ~ r-: ..... ,... , .. !'..0··'£1··+ ...... ,.. ............... ' ........................ ,. . . ., .. ~~ ~<-·······--··············:· , ......... , .............•..................... , .............. . m t:;~ww i .w ... --·. 3+00 2+00 PROFILE -SE 186 PLACE 1+00 SCALE: HOR/Z: 1" = 20' VERT: 1" = 5' HAGENSON CONSULTANTS, LLC a'/IL ENGINEERING & LANO OEV£LOPMENT CONSULTANTS 6484-48TH A YE SW SeatUe WA 98126 phooe 206 938-6168 fox 206.938-7645 eman H.HogeosooOCOMCAST.NET NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMAlE WAY ONLY. THE CONTRACTOR SHALL DElERMINE THE EXACT LOCATION OF ALL EXISTING UTILlllES BEFORE COMMENCING WORK. CONTRACTOR AGREES TD BE FULLY RESPONSIBLE FOR ANY AND All DAMAGES WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LDCAlE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 6 AS-BUILT 5 MOVED POND FENCE & ADDED CLAY DAM 4 REVISED PER CITY COMMENTS 3 ADDED POND SIGN 2 REVISED PER 8/16 13 CITY COMMENTS INITIAL PERMIT SUBMITTAL NO. REVISION (J) • 0 ....... a:::·n + ···1 .. ~~Q .... ~ ,c, ... JL .. I I 1480 I ' ..................... 1 ....... ! ~~~~'-----~475 o+oo HEH HEH SURVEYED: HEH OH DESIGNED: HEH HEH HEH DRAWN: HEH HEH CHECKED: HEH BY DATE APPR ff'PROVED: HEH 4l7. I I RD 6 I I SCAL.t: 1 "=20' ONE INCH AT FUU. SCALE IF NOT ONE INCH SCALE ACCORDINGLY f'l./ (\. l ROW (:01\JSTRUCTION NOTES \.GENERAL NOTES: j 1. REFERENCE DRAINAGE NOTES ON SHEET C8. I 2. • ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN ! OUTS AT UPSTREAM END OF EACH CONNECTION. \3. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE rOORDINATED NOT TO EFFECT THE TREES TO REMAIN. SEE DEMO PLAN Sn::T :3 I 4. PATCH ROADWAY PER COR TYPICAL TRANSVERSE PATCH FDR FLEXIBLE PAVEMENT. \ . . . \ SEE SHEET C-5 FOR STORM DRAIN PROFILE 5·\. ESTIMATED CUT VOLUME: 1200 C. Y. ESTIMATED FILL VOLUME: 1500 C. Y. STORM DRAINAGENOTES (D PRDVIDE11AND INSTALL TYPE 1 CATCH BASIN PER CITY OF RENTON STANDARD PLAN 200. (TYPICAL) 0 PROVIDE /,ND INSTALL PVC DR CPEP STORM PIPE PER CITY OF RENTON STANDARD PLAN 220. (TYPICAL)SEE PROFILE FOR INVERT 1f!D SLOPE INFORMATION. 0 PRDVIDE\AND INSTALL ROOi' DRAIN. CONNECT DIRECTLY TO CATCH BASINS. © WET DETEHTION POND SHALL BE POST CONSTRUCTION AS-BUILT. VERTICAL DATUM 20 O 10 .I..--,-..---.---.-' __ I r-..-.• GRAPHIC SCALE 20 I -40 I 80 I NAVD 88 BENCHMARK ( IN FEET ) 1 Inch = 20 ft. TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (wees POINT ID NO. 3831) "' "' TEN-PERCENT OF EACH LOT MUST BE MITIGATED BY FLOW CONTROL BMPS PER 2005 KING COUNTY SURFACE WATER MANUAL, SECTION 1.2.3.3 AND 5.2.1.4. THESE FACILITIES MAY INCLUDE, BUT NOT BE LIMITED TO SUCH FACILITIES AS DISPERSION, INFILTRATION, RAIN GARDEN, PERMEABLE PAVEMENT, GRASSED MODULAR GRID PAVEMENT AND OPEN GRID DECKING OVER PERVIOUS AREA. DESIGN AND CONSTRUCTION OF THESE BMPS IS DEFERED TO THE INDIVIDUAL BUILDING CONSTRUCTION PERMIT PHASE. 10 % OF EACH LOT IS AS ITEMIZED BELOW: LDT NUMBER TOTAL LOT AREA {SF) 10% OF LOT FOR BMP {SF) 1 4678 468 2 4508 451 3 4514 452 4 4516 452 5 4534 454 6 c, 4513 452 7 . 4512 . 452 ~1 ~8 a\;,;~~~\~_-_:.:..:L450P'-'-··~:<t -.,45T ·~--'.·.'.::,_ . . I. ~ ROUND SOLID COVER MARKED "DRAIN" WllH NOTE: . ·_ RIM= 490 FRAME & LADDER OR SlEPS \ / LOCKING BOLTS UNLESS OTHERWISE APPROVED OFFSET, SEE NOTE 4. /i' BY ENGINEER 1.THE STORM WATER DETENTION POND WILL BE USED 12"¢ RISER - TE"'8hl 487.56 i, --;:::~~~~~:;-~-[ ~ CONTROL ROD FDR CLEANOUT/ DRAIN, ORIFICE #3 - DRILLED INTO RISER DIA.= 7 /8 IN. IE=-4B6.21 -- OUTlET PIPE _,/ , j ~ ROD BENT AS REQUIRED FOR VERTICAL ".f--±:::-------t--.c!,~' _.,1:--, ALIGNMENT W /COVER v MAX. W.S. El: 48'1+487.56 IE: 488 (12') ~ 481.86 I I INLET PIPE. IE: 181.7 (12"WM) 481.86 ~--.e-1-+--CLEANOUT GATE: A. SHEAR GA lE, IRON BODY DURING THE SITE UTILITY AND ROADWAY CONSTRUCTION AS ESCP FACILITY. PONO TO BE PUMPED AND SEDIMENT LADEN WATER TO BE DISPOSED OF OFF SITE AT AN APPROVED TREATMENT FACILITY / CONTROL MANHOLE PLAN VIEW RESTRICTOR PLAlE W/ ---H~--' +- ORIFICE #1 1. DIA.= 1 /2 IN, z BRONZE MID. Ol YMPIC FOY. STD. OR, C B. LIFT GAIT, NO. C/C/1-LG, CASCADE CULVERT INC., OR 1"=10' :,: ' .I C. OTHER DEvlCE APPROVED BY ENGINEER. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER/STEPS. SEE PLAN vlEW FOR ACTUAL LOCA T. SECTIOOrr CHECKED FOR COMPLIANCE TO CITY STANDARDS VERTICAL.: NAVO 19BB HORIZONTAL: ~ 19BJ/199\ , I NOTE: REFER TO PLAN vlEW FOR ACTUAL . HORIZONTAL LOCATION OF COMPONEflTS CB #1 -CONTROL S,TFtUCTURE \ -,.-----~ SCALE: N. T. S. " ;.:, ',! CIT.~ !oF = RENTON Planning/Building/Pub:~c Vlorks Dept. ·1 ~·.,, GRADING AND DRAINAGE PLAN LAKESIDE FAIRWOOD PLAT 18621 -116iH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC A -, . 5/1/13 C7 SHEET: Of, 7 13 NNNNAA RECE\\JED. /\PR ,~ 7 2015 en'< Cf R£N101 PlAtlNiNG D\\/IS\ON CITY OF RENTON SHORT PLAT NO. LUA09-079 SHPL RENTON, WASHINGTON OWNER'S DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED, OWNERS 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. cAsTLE DEvELOPtAENT, LLC ACKNOWLEDGMENT IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME NAME STATE OF-------.) ) ss COUNTY OF -------.) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ----- -----• WHOSE NAME AS MANAGER OF ___ ,. _______ _ -----. L.LC., IS SIGNED TO THE FOREGOING INSTRUMENT AND WHO IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENTS OF THE INSTRUMENT, HE. OR. SHE, AS SUCH OFFICER AND WITH FULL AUTHORITY, EXECUTED THE SAMEVOLUNTARILY FOR AD AS THE ACT OF SAID LIMITED LIABILITY COMPANY. DATED------------ SIGNATURE OF' NOTARY PUBLIC PRINTED NAME OF NOTARY ,PUBLIC mLE ___________ _ MY APPOINTMENT EXPIRES _. ----- IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME NAME NAME STATE OF ________ ,) ) ss COUNTY OF' -------.) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED-----------~ SIGNATURE OF' NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC TITLE------------ MY APPOINTMENT EXPIRES ------ RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS . ...... DAY OF ........... , 20 ...... . AT ....... M IN BOOK .......... OF ........ AT PAGE ......... AT THE REQUEST OF ................................. .. SURVEYOR'S NAME MANAGER SUPT. OF RECORDS APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAMINED AND APPROVED THIS __ DAY OF'----• 20 __ EXAMINED AND APPROVED THIS __ DAY OF ----• 20 __ DIRECTOR, LAND USE SERVICES DIVISION ASSESSOR SCALE: 1 INCH = 40 FT. ...li ... 1...,1...,1_.1 __ _.__ _ __._I __ .___....1IL...-----1 0 40 BO EXAMINED AND APPROVED THIS __ DAY OF'----• 20 __ DEPUTY ASSESSOR PORTION OF I CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF' PUBLIC WORKS ACCOUNT NUNBER ----------_s~_1/4 of _s~_1/4, s._32__ T._23.__N., R._5_E.,W.M. GENERAL NOTES 1. NO EASEMENTS PER TICOR TITLE COMPANY DATED JAN. 21, 2014 GUARANTEE NO. 6527512. 2. ZONING: R-8 3. PROPOSED DENSITY: 8.0 UNITS/ACRE DENSITY ALLOWED: 8.0 UNITS/ACRE 4. PURPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESIDENTIAL. 5. PARCEL NUMBER 3223059113. AREA TOTAL AREA OF PROPOSED PLAT = 58513 S.F. -1.34 ACRES PROPOSED LOTS -8 LOT 1 • 4680. S.F. LOT 2 = 4512 S.F. LOT 3 = 4522 S.F. LOT 4 = 4514 S.F. LOT 5 = 4534 S.F. LOT 6 = 4507 S.F. LOT 7 = 4511 S.F. LOT 8 = 4509 S.F. TRACT "A" DRAINAGE • 6925 S.F. AREA IN NEW PUBLIC STREETS 15300 S.F'. OR 0.34 ACRES WETLAND: 610 S.F. -UNREGULATED DUE TO SIZE WITH ADDL. 218 S.F'. OFF SITE, TOTAL AREA 828 S.F. (EXEMPT) .NOTE: TRACT "A" IS FOR STORM WATER DETENTION AND MANAGEMENT PURPOSES. LOTS 1 THROUGH 8, INCLUSIVE, SHALL HAVE AN EQUAL AND UNDIVIDED ONE EIGHTH OWNERSHIP INTEREST IN TRACT "A" AND LANDSCAPE EASEMENTS. THE OWNERSHIP INTEREST iN TRACT "A" MAY NOT BE SOLD OR CONVEYED AND RUNS WITH THE LAND IN PERPETUITY. UTILITY EASEMENTS TO THE SOOS CREEK WATER AND SEWER DISTRICT UNDER KING COUNTY REC. NO. AND UNDER KING COUNTY REC. -N-0-. ------ DEED OF DEDICATION UNDER KING COUNTY REC. NO. ------- SURFACE WATER/DETENTION FACILITY EASEMENT UNDER KING COUNTY REC. NO. STORM DRAINAGE EASEMENT UNDER KING COUNTY REC. NO. PUBLIC SIDEWALK EASEMENT UNDER KING COUNTY REC. NO. ------- FIRE TURNAROUND c!c ACCESS EASEMENT UNDER KING COUNTY REC. NO. ------- SITE ADDRESS: 18621 116TH AVE SE ASSESSOR'S NOS. 3223059113 LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE IN ............... , 20 ....... . CERTIFICATE NO. LEGAL DESCRIPTION FROM TICOR TITLE COMPANY TITLE REPORT DATED FEB. 21, 2014 GUARANTEE NO. 6527512. THE EAST HALF OF' THE EAST HALF OF PORTION OF' THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE SOUTHERLY 505.1 FEET OF' SAID SUBDIVISION; EXCEPT THE EAST 30 FEET CONVEYED TO KING COUNTY FOR 116TH AVENUE SOUTHEAST BY DEED RECORDED UNDER RECORDING NUMBER 2698240. SE 176 ST. It) m .... ~ It) ~ ~ ,q: -~ ~ ~ ,q: ~ -SE 188 ST. SE 192 ST. VICINITY MAP N.T.S. Tyee Surveyors PROFESSIONAL LAND SURVEYORS SITE 10007 GREENWOOD AVE N., SEATTLE, WA 98133 (206)525-3660 LUA09-079 SHPL LND-20-0548 DECLARATION OF COVENANT: THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW PRIVATE EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR Of' ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. FRONT YARD ORIENTATION AND ACCESS FOR LOT 1 AND LOT 6: LOTS 1 AND 6 SHALL TAKE ACCESS ONLY FROM SE 186TH PLACE AND FRONT YARDS SHALL BE ORIENTED TOWARD SE 186TH PLACE. HOMES TO BE CONSTRUCTED IN THIS PLAT ARE SUBJECT TO THE CITY OF RENTON'S RESIDENTIAL DESIGN STANDARDS. FRONT YARD LANDSCAPING PURSUANT TO THE APPROVED LANDSCAPING PLAN SHALL BE INSTALLED PRIOR TO FINAL BUILDING INSPECTION. CITY OF RENTON -, !~<:;IS OF BEARING: CAI_C'D N ~11 ~13" E-- ALONG CENTERLINE OF' 116TH AVE S. E. HORIZONTAL: NAD 1983 / 91 VERTICAL: NAVD: 1988 CITY OF RENTON SURVEY CONTROL NElWORK MONUMENTS & BENCHMARKS NO. 1868 W. 1 / 4 CORNER 33 T.23N. R.5E. LOCATION: FOUND A 1-3 / 4" (OUTSIDE DIAMETER) STEEL PIPE FILLED WITH CONCRETE DOWN 1.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF SE 184TH ST., & 116TH AVE SE NO. 1873 NW CORNER 4 T.22N., R.5E. LOCATION: FOUND A COPPER TACK IN LEAD ON A 3" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE INTERSECTION OF SE 192ND ST. & 116TH AVE SE. REVISED 3-17-15 BY: NP REVISED 2-12-15 BY: NP REVISED 2-3-15 BY: NP REVISED 9-18-14 BY: NP REVISED 4-7-14 BY: NP LAKESIDE FAIRWOOD SHORT PLAT DWN. BY NP CHKD. BY TG DATE 1-27-14 SCALE NA JOB NO. 13205 SHEET 1 OF 2 CITY OF RENTON SHORT PLAT NO. LUA09-079 SHPL RENTON, WASHINGTON EQUIPMENT & PROCEDURES FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING A REFERENCE NETWORK AND A 3• ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. SURVEY PROCEDURES MEET OR EXCEED STATE STANDARDS AS SPECIFIED BY W.A.C. 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. ALL MEASURING INSTRUMENTS FOR THIS SURVEY HAVE BEEN MAINTAINED ACCORDING TO MANUFACTURES SPECIFICATIONS AND HAVE BEEN COMPARED WITH A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE LAST 12 MONTHS. 15" SCWSD PUBLIC (SOOS CREEK WATER & SEWER DIST.) SAN. SEWER ESM'T-----' SET MON. IN CASE W/BRASS DISK &: PUNCH LS 29276 • Ct io ..;f-f'W----0 ('I z 5.00 OFFSET-----+""' LINE DATA NO BEARING DISTANCE 1 S87'54'17"E 2 S88'44'19"E 3 S89'40 55-E 1 O' UTILITY ESM'T -----, REC. NO. ----- 5.05 16.86 11.24 - 5£ 5.£. 186TH ST. 10' UTIL ESM'T 81 ---- 186th PLACE ~: (PUBLIC ROAD) ~ ~T~B.95 __ "=· w ' .::-~ w = ='":::r···" I') w ifSB.60= w C!~t-,..,. ~ • ;.cc... l'l, f::: >~(.) o V ~ ~ v ,ii::~ q sl' w z N 89"29'25" E 2629.52 io ~~ " :: ';.. " q _.-• (/) !:::' ,c " ;: ;:: " f::: ;: II'> w '~ ~ 5' TO BE LOT 5 AREA=4534 S.F. #11431 58.83 ('I '" ('I 1:-.i DEDICATED AS z LOT 4 z LOT 3 z LOT 2 z ADDITIONAL ROW AREA=4514 S.F. AREA=4522 S.F. AREA=4512 S.F. LOT 1 #11437 #11503 #11509 AREA=4680 S.F. 58.63 58.73 N 89'40'51" W-301.25 58.60 #11515 61.46 S. LN. NORTH 505. 1 FEET E. 1/2, E. 1/2, S. 1/2, N.E. 1/4, S.E. 1/4. 0.50' WIDE PUBLIC SIDEWALK ESM'T N 89"29'25" 1331.50 :30.0 CR MON. #1868 FND. 2• DIA. IRON 1331.50 665.75 665.75 II') PIPE FILLED W/CONC. IX! IN CASE ... OWN. 1.7 ~ 0.06' N. ON LINE ... VISITED: 11/2013 95.34 ;:! ~-----1!0 La.I m ... ~m ~ ----------+l I ~ I 0 I") I II') ci :g ... II') ...... LO T-N N ..: LO ...... 0, 0 FND. TACK IN LEAD IN CONC. IN CASE DWN. 0.75 N co II') ali r---~"."""""."13~2_1.~8 __ 1 -::----+-...;:6c.;;.60::.:'.::..91.:.......,_..;;;6.::.60::.:•.::..91~o--FND. o.s· IRON • N 89"40'51" E II'> PIPE IN CASE ~ DWN. 0.9 f'I w w 0.09' W. X 0.08' N. Z ... ""co ~ ,_. II'> ~ VISITED: 11/2013 ol'l tt:,:C • i,,C'li .... ~ ~~ ~~ ... T-,-. z z 1312.32 1312.41 SECTION CONTROL SEC. 32, T. 23 N., R. 5 E., W.M. -NOT TO SCALE- 0.06 S. ON LINE VISITED: .11/2013 • I') T- T- S. £. 184 TH ST. RECORDING NO. VOL/PAGE I ~ FND. 2· DIA. IRON SCALE: 1 INCH ... 40 Fl'. ...11 .... 1 .... 1 .... 1 .... 1...._ _ _._ _ __.l..__ _ _._ _ __.j __ ..... PIPE FILLED W/CONC. __________________ o _____ 4_o _____ a_o _____ ... IN CASE OWN. 1.7 0.06' N. ON LINE VISITED: 11/2013 PORTION OF _SE _1 /4 of _S~_1 /4, S._32 _ T._2~_N., R._5_E.,W.M. LUA09-079 SHPL LND-20-0548 -30'-I -30'- ... N ~, 0, ... LJ vi EXIST. DRIVEWAY '-+---SET MON. IN W CASE W/BRASS S DISK & PUNCH "'( LS 29276 2: c_o ,;--. ,;--. EXIST. DRIVEWAY EXIST. DRNEWAY @ LEGEND S FOUND 4• X 4" CONC MON WITH 1 5/8" BRASS DISC &: PUNCH IN CASE. (2/03) --,c--FENCE LINE AS NOTED BFNC BOARD FENCE e SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED ,VEE LS 29276" X SET TACK IN LEAD W/TAG NO. 29276 II') d DETAIL A N.T.S. 3:: I N ...... LOT 6 ~, ~ ~~ wC~ m~o DETAIL B N.T.S. ,~ co w II') 12 0.50' WIDE I T- SIDEWALK C'l ESM'T~ z --.N12·sa· ~'\t CURVE DATA R=15.00 © L=3.88 A= 14•50'01 " O~E ""so inc~ © LOT 1 0.50' WIDE SIDEWALK I ESM'T • II') ci REC. NO. ------- R=15.00 L=24.05 A=91'52'04" © -30'--30'-® R=15.00 I o--FND. 0.5· IRON PIPE IN CASE . DWN. 0.9 0.09' W. X 0.08' N. VISITED: 11/2013 ® © ® R=15.00 L=4.61 A=17'36'12" R•15.00 L=18.46 A=70'31'44• R•15.00 L=-23.07 A=88'07'56• S. £. 192ND ST. Tyee Surveyors PROFESSIONAL LAND SURVEYORS L=18.46 A=70'31'44" ® R=15.00 L=3.87 A=14"47'55" REVISED 3,-17-15 BY: NP REVISED 2-12-15 BY: NP REVISED 2-3-15 BY: NP REVISED 9-18-14 BY: NP REVISED 4-7-14 BY: NP D WN BY: LAKESIDE FAIRWOOD SHORT PLAT N 88'50'24" W-2624.82 CR MON. #1873 FND. TACK IN LEAD IN CONC. IN CASE OWN. 0.75 10007 GREENWOOD AVE N., SEATTLE, WA 98133 (206)525-3660 NP 1-27-14 13205 0.06 S. ON LINE VISITED: 11/2013 CHKD BY: TG SCALE: 1" = 40' SHEET: 2 OF 2