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HomeMy WebLinkAboutLarge FormatAPPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE Examined and approved this _ay of CITY 0 F RENTON CITY OF RENTON ADMINISTRATOR OF �r T T T D PLANNING/BUILDING/PUBLIC WORKS 200$_ COLLIER Sh P oi-t 9 t Examined and approved this TH GRAPHIC SCALE 1 =20 day of SScn+ ` - Iq01p N� scALE: LUA-06-140—SHPL Y 200Assessor. LND-20-0477 0 _ 20 40 60 6 Deputy Assessor PORTION OF n Arr. Administra o of Tanning/Building/Public Works 182305 9269 NE 114 0 f SW 114, S . 1 8 T , 23 R. SL'� ount Number FOUND 4"x4" Conc SOUTH LDE OF THE SEATTLE CEDAR DEDICATION Mon with 1 /4„ Brass RIVER PIPE DE RIGHT-OF-WAY Pin, 4.82' North of S88'15'317: 352.14(P) 358.14' (D) KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned 3/47 Iron Pipe owners of the land herein described, do hereby make a short subdivision Aft, 2005 FOUND BURIED thereof pursuant to RCW 58.17.060 and declare this short plat to be the graphic representation of the some, and that said subdivision is made with CONCRETE MON the free consent and in accordance with the desires of the owners. w/COPPER PIN, August. 2005 � FOUND Rebar & Cap In witness whereof we have set our hands and seals. LS 34145 Aug, 2005 REFERENCE SURVEYS UI1 1a ��ed I RECORD OF SURVEY, AFN 8704099019 1" S89'02'25"E 142.86' V=41 RECORD OF SURVEY, AFN 20000208900002 Dale F. Coi_UtSr State of Washington i%! 56.B6' S89'02'25"E 84.00' County of . FOUND C1 I 1 LEGAL DESCRIPTION certify that I n qw or have satisfactory evidence that Reba' & Cap a,L� I f-1 i o LS 34145 ® LOT 1 OF CITY OF RENTON LOT LINE ADJUSTMENT LUA-05-142-LLA, signed this instrument and acknowledged it to be (his/her) free and oh oo Aug 2006 RECORDED UNDER AUDITOR'S FILE No. 20060427900009, RECORDS voluntary act for the uses and purposes mentioned in the instrument. '1t 'Co OF KING COUNTY, WASHINGTON. ' -vDc`U �� 30' .��1�oa�t1 SUBJECT TO: 8 0 4 0 4'ot Lot "' I 200 02., U 2 , 0 LS,F ����/ o�� DECLARATION OF RESTRICTIVE COVENANTS, RECORDING NUMBER _ �G�e �� i?6! Lind Ave SW )0 �pT,4,� -o. 4 5297 Sq Ft T N� I g COVENANTS, CONDITIONS, RESTRICTIONS, RIGHTS AND EASEMENTS ,� 'y i Signoture of (Jw (/ , _ U _ . _ �^�'% Notary Public ` ��/111�s�� """' CONTAINED IN DOCUMENT RECORDING NUMBER: i tA% A S Dated -- (fO -O D f BLS i Dedication REC: NO. 7802210501 - TO ACCEPT AND PARTICIPATE IN ANY FUTURE LID i 7 u?� My appointment expires -'t 8.1' 5.0' SET (typ) 346 SF REC:` NO. 7805110765 SHORT PLAT � � Rebar & � � � ( REC. N0. 7808289014 -SHORT PLAT "lot W`S�, � � LS 341 5 to REC. NO. 20060427900009 - LOT LINE ADJUSTMENT LUA-05-142-LLA ru S89'02251 43.45' to 589'0213"E 40.32'_ —46.3' to. ' N SHORT PLAT NOTES IF THE EXISTING HOUSE ON LOT B IS DESTROYED, REMOVED M OR DEMOLISHED, ALL NEW STRUCTURES PLACED ON THIS LOT A74 Sq Ft MUST MEET THE DEVELOPMENT STANDARDS OF THE UNDERLYING ZONING. i$ 26.8' � I , EQUIPMENT & METHODOLOGY Lot B1 I+, TOPCON TOTAL STATION & HP 48 DATA 30EI SW Langston Rd -J 5996 FOUND 7045 Sq Ft COLLECTOR. Rebar &Cap 0O W FIELD TRAVERSE CLOSED ON AND/OR BALANCED LS 34145 K' AGAINST OTHER SURVEYS OF RECORD. Aug, 2 I THE POSITIONAL UNCERTAINTY FOR ANY PHYSICAL =108 , �, cn POINT ON THIS SURVEY RELATIVE TO ANY OTHER PHYSICAL POINT ON .THIS SURVEY, INCLUDING �.3 A=14.21' (u' ..�, LEAD-IN COURSES, IS LESS THAN 0.07 FEET + 50PPM. 150.61, '�ZI) R--7.50' HORIZONTAL CONTROL Cedor Conc Mon, NW �\ LEGEND River p�Pe/ine Corner Crosby Hts !g ROw August, 2005 �\ .54 e MONUMENT FOUND THIS SURVEY 31F6f9 �� � 0 SET R ---rrrrrrmn BUILDING LINE AP LS# 34145 NE Renton Control ls °� `\� FOUND Monument r 1853 oy, � y \\ Rebar &Cap Encased Ld/Tac Ski• ' / m LS 34145 in Concrete 0 2001 Renton Control `� 46 F �v^' Aug 2005 W OH o DALE F. COLLIER CD Visited 4/2 / Monument # 1056 Con � ' / � m Q 178824.0485 Encased Brass Pin 9ston SITE /� \ , , 308 SW LANGSTON RD 11 1295667.5925 in Concrete ' \,O g RENTON, WA. 98055 Visited 4/20/2001 Monument Z 425-226-2139 0 178546.5613 at Langston Encased Concrete 9 Mon with Pin August, 2005 > 1296219.9245 &Lind CONFORMED COPY SURVEYOR'S CERTIFICATE: DALE COLLIER, 206-817-5574 1 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR , , 308 SW LANGSTON, RENTON, WA 98055 UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS 4 of WAS DRYCO h. OF WAC 332-130, USING LIECA INSTRUMENT AND DATA COLLECTOR, •DWN . BY CHKD . BY 080204900017 �RYC� STANDARD FIELD TRAVERSE AND SIDE SHOTS. �� A x� IS PS 20 Surveying, Incorporated L r CITY OF RENTON SPM 108.00 I' PAGE001 OF 001 �p DATE JOB NO. 02/04/200815:44 12714 VALLEY AVENUE EAST w 111612008 2005205 KING COUNTY, WA �3 145 SUMNER, WA 98390 fV,gL LA K SCALE SHEET AUDITOR 253-826-0300 FAX 253-826-9703 G. PHIL SARGENT P.L.S. 145 1 20.1. 1 of 1 = DATER RETENTION 3ASIN FILL TOPSOIL SHRUB PLANTING DETAIL A SCALE: NTS - v 11 PLANTING SCHEDULE BOTANICAL NAME COMMON NAME TYPE CITY. SIZE SPACING Acer Circinatum Bigleaf maple Tree 2 5 gal. 12' O.C. Symphoricarpos albus Snowberry Shrub 10 1 gal. 4' O.C. Gaultheria shallon Salal Groundcover 70 1 gal. 191 O.C. Y Y t♦ a r Y a Y t Y♦ Y k Y Y a Y Y Y k t t Y Y Y Y t Y t t r♦ Y t k Y k Y k Y AREA TO BE PLANTED Y Y l Y a k r Y t Y t r Y t k Y♦ Y k Y t NOTES 1. DO NOT PLANT TREES/SHRUBS WITHIN 5 FEET OF FIRE HYDRANT. 2. SHRUB PLANTINGS SHALL BE PLACED IN HOLES THAT ARE APPROXIMATELY 12 INCHES IN DEPTH AND 24 INCHES IN WIDTH. SOIL SHALL BE BACKFILLED WITH TOPSOIL TO NOT EXCEED THE CROWN OF THE PLANT AND WILL BE COMPACTED WITH FOOT PRESSURE TO ELIMINATE AIR SPACES AND PREVENT ROTTING. 3. TOPSOIL SHALL BE FREE FROM SLAG, CINDERS, STONES, LUMPS, STICKS, ROOTS, TRASH, OR OTHER MATERIALS OVER 20 MM DIAMETER. WHEN AVAILABLE, TOPSOIL SHALL BE THE EXISTING SURFACE SOIL STRIPPED AND STOCKPILED ONSITE, 4. FURNISHED PLANT MATERIAL SHALL BE HEALTHY, DISEASE FREE AND IN A VIGOROUS GROWING STATE UPON DELIVERY TO THE SITE, 5. ADDITIONAL OR SUBSTITUTE MATERIALS ARE SUBJECT TO APPROVAL BY THE ENGINEER. PLANTING P LAN SCALE: 1 "=10' NORTH 01 10, 20' 30' ILANTING STRIP. SEE 4G SCHEDULE TABLE E/QUANTITY/SPACING EASEMENT ROW DEDICATION LJJ O LU W m LL L Ln O 00 � rn 0� c: 0 0; " _0 0_ 0) � 0.s v o(n � J � N p O _ U c U O ro W W m � 1J- F Z Z Li ( O U C� Z W Z O 1= Q- iY U N W O w Of a o cr z m; 0 0 0 Z Z Y F-- (n Q W Q Wry= OCC) U Q CL z CL QA a 0 co od _ C N ti N � O N O O O O m iR N N Oa�iu�c SHEET Ll CITY OF RENTON APPROVALS.- DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE CITY OF RENTON - ADMINISTRATOR OF Examined and approved this day of o COLLIER Short Pla t PLANNING/BUILDING/PUBLIC WORKS zoo GRAPHIC SCALE �ENzo� LUA— Examined and approved this day of LND— 200_ SCALE: Assessor - - ?0 40 60 PORTION OF DEDICATION --- --- Deputy Assessor KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned Manager, Land Use Services Division18 NE 114 0 f SW 114, S T �� R. 5E owners of the land herein described, do hereby make a short subdivision Account Number . , thereof pursuant to RCW 58.17.060 and declare this short plat to be the graphic representation of the some, and that said subdivision is made with in the the FOUND 4" x4" Conc _ -- -- SOUTH LINE OF THE SEATTLE CEDAR RIVER p RIGHT-0E-MAY the free consent and accordance with desires of owners. Mon with 1/47 Bross �' -- -- -- - -------------_ -LINE Pin, 4.82' North of S88'15'31'E 352A4'(P) 358.14'(D) 3/47 Iron Pipe Aft. 2005 FOUND BURIED CONCRETE MON In witness whereof we have set our hands and seals. w/COPPER PIN, August, 2005 S --- -- - ._.- --- FOUND a-- me -__- -- Name N Rebar & Cap LS 34145 ' Aug 2005 REFERENCE SURVEYS Un pl a t t e dS89.�. F :42 �, ; RECORD OF SURVEY, AFN 8704099019 - - - - ------ _ RECORD OF SURVEY, AFN 20000208900002 Stateofo Washington �' S89 '02'25'E 84.00' County FOUND I certify that I know or have satisfactory evidence that Retw & Cap ( I ORIGINAL LEGAL DESCRIPTION LS 34145 2O05 11-- LOT 1 OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT signed this instrument and acknowledged it to be (his/her) free and - - ----- t RECORDED UNDER AUDITOR'S FILE No.20060427900009 voluntary act for the uses and purposes mentioned in the instrument. 30, CO Lot i I Signature of Public 5297 Sq Ft 4 . Notary Dated a My appointment expires 8.f 5.U' SET 0 ,o) _ � — Rebar Cap �' - v - 43.7' v J Q} CP LS 3�°:45 State of Washington S89'02 25"E 43.45' County of �c 6n - - -- - - - _ I certify that i know or have satisfactory evidence that , Zo QQ i L m S89'02' 37- signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. (� 40 32 � �' f - A L111j _ M m I .� rrm'•rr _ Signature of Notary Public' Dated Lot 2 My appointment expires 7070 Sq Ft o Con59.5�. orote - FOUK Paved driveway41 ` Cap with extruded curblRL34'45 I - - g,_ 2t) - Au w u c ONTF 15Cc, 5'�pFWgCh S�2 b3 I T HORIZONTAL CONTROL Cedar Conc futon, NW River pipe/ine Comer Crosby Hts G� M� p3 _ F '` 88. 1 ��y�_ I - Ln I LEGEND �• �''--_ ROW August 2005 551Y / N MONUMENT FOUND THIS SURVEY �1s 616�, `� • SET REBAR & CAP LSD 34145 EDGE OF PAVEMENT Renton Control Of Monument 1853 �j, . �Q� �JJ�� _ Q tO FOUL Rebar 6 Cap EDGE OF PAVEMENT AT FACE OF CURB BUILDING LINE Encased Ld/Tac S�1 �� m LS 34145�n _ _- _ W in Concrete Renton Control -' 3 Visited 4/20/2001 Monument 1056 <an'�' SITE �.r� - �. ' `Q ��/ o Aug 2005 DALE F. COLLIER 308 SW LANGSTON RD Encased Brass Pin 9ston `''� ` 0 0 V "`, 1 in Concrete $z g RENTON, WA. 98055 Visited 4/20/2001 Monument at Langston 9 ��� Encased Concrete ->�, Min Pin August, 425-226-2139 fil­ 0 2005 D \_ with > do Lind AUDITOR'S CERTIFICATE: FILED FOR RECORD THIS ----------- DAY OF ._ SURVEYOR'S CERTIFICATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE UNDER MY DIRECTION IN CONFORMANCE WITH THE 6Y ME OR REQUIREMENT,' DRYCO �� ►' L . S — A �� �F 'AaS DALE COLLIER, 206-817-5574 308 SW LANGSTON, RENTON, WA 98056 THE RECORDING ACT. �w I DWN. BY CHKD. BY 200_____ ATIN BOOK --OF SURVEYS. OF SURVEY ORYCO 1 ��� c� LS ps AT PAGE AT THE REQUEST OF S ti ry e y i n g Incorporated ft �, r t` D9 E J�B,2©05205 ------- _-_---------____-- . , � FEE No. 12714 VALLEY AVENUE SUMNER, WA 98390 EAST ° 41 fii 34145 /� �CISTEispl 04�--_ � S 1 2006 SCALE SHEET - - -- 253-826-0300 FAX 253-826-9703 �c LAB AUDITOR G. PHIL SARGENT .L.S. 34145 RES a�1i/z „ 1 - 201 1 OF 3 zi a EXISTING SITE AND UTILITIES PLAN SCALE: 1 `20' REFERENCE: ELECTRONIC BASE MAP PROVIDED BY DRYCO SURVEYING, INCORPORATED, COLLIER SHORT PLAT, DATED 9-14-2006. GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF THE CITY OF RENTON, AND ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES. STANDARD PLANS F EFERENCED IN DRAWINGS REFER TO THE CITY OF RENTON STANDARD PLANS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL COMPONENTS IN ACCORDANCE WITH THE STANDARD PLANS AND SPECIFICATIONS PROVIDED IN THE STANDARD PLANS. CONTRACTOR SHALL COORDINATE WITH THE CITY OF RENTON FOR ALL TESTING AND INSPECTIONS. i i 2. WATER MAINS SHALL BE CLASS 52 CLEMENT LINED DUCTILE IRON, SIZE AS NOTED ON THE PLANS. 3. MINIMUM SEPARATION OF POTABLE WATER MAINS AND SANITARY SEWER LINES SHALL BE TEN (10) FEET HORIZONTALLY FOR PARALLEL PIPE AND THREE (3) FEET VERTICALLY FOR PERPENDICULAR OR OBLIQUE CROSSINGS, MEASURED FROM OUTSIDE EDGE TO OUTSIDE EDGE. 4, THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST SEVEN (7) DAYS IN ADVANCE OF WET TAPPING THE EXISTING WATER MAIN. 5. LOCATIONS SHOWN ON EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. 6. NEW WATER MAINS AND HYDRANTS ARE TO BE TESTED IN ACCORDANCE WITH CITY OF RENTON`REQUIREMENTS. ALL LINES SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH CITY OF RENTON REQUIREMENTS, WET -TAPPING NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL, BOLTS AND NUTS SHALL BE COR-TEH. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP. 2. WET -TAPPING OF EXISTING CITY OFIRENTON WATER MAINS WILL BE DONE BY SPEER TAPS, INC., U.S. FILTER, SUPERIOR TAPPING INC., OR WESTERN UTILITIES SUPPLY CO., INC. 3. CONTRACTOR SHALL POTHOLE AND,VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LLNE AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL 4ND VERTICAL ALIGNMENT OF THE EXISTING LINE. 4. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE NEW WATER LINE TO THE TAPPING VALVE WITH DI SLEEVE AND SPOOL. I REFERENCE SURVEYS: I RECORD OF SURVEY, AFN 87D4099019 RECORD OF SURVEY, AFN 20000208900002 i ORIGINAL LEGAL DESCRIPTION: LOT 1 OF CITY OF RENTON, BDUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE No. 20060427900009 LEGEND; These standard symbols will be found in the drawing. 115.0 EXI ITING INDEX CONTOUR EXITING CONTOUR LINE V INTERVAL — SS — SS — ss — ss — EXITING SANITARY SEWER LINE — SD — SD — sn — sn — EXISTING STORM DRAIN LINE GAS GAS- GAS EXI fTINGGASLINE — W — W — W — W — EXISTING WATER LINE 105 L.F 8" DI NEW.WATER LINE, LENGTH, SIZE, TYPE ASPHALT ROADWAY 0 EXISTING MANHOLE ❑CB;`EXISTING CATCH BASIN r ¢- NEW FIRE HYDRANT '/FCOk Pvr NOV ' 9 2Q 0� p n Q 0 4 Q) O U L 11 u I M0 rnrnW V+ O a� O L C c NO•— cn in U Q' C) c �a J p� O 0 C rl, x w w m co Z w z O U O c� z w z 0 w U V) w 0 w fy o 0 Q w z Z Y Li.l 's U F-o7aw Q wo'= 0 DOU r� .? c _,1 c V o • r 1!jic' 00 C O O t S �N N c taa� • M O to N �` C0 p N O O .tgM m i N N rm c O cu x n. cn 1— LL z� SHEET 11 1 OF 3 L TYPICAL SIDEWALK/CURB/GUTTER SECTION 1 SCALE: 1 "=1 ' —0" — TOP OF ROADWAY "CLASS B ASPHALT 6" CRUSHED ROCK Ln 0 00 _0 m 0 � 0 � o o n a, �� 0 00 -4 En Cf) U 0°1 c � 0 o 0� o (A c o U � o� n 0' W W m F= Z z w m m O U O Lod Lod Q 0 w ry U oV 1 V L V J V NEW CURB/GUTTER AND SIDEWALK co PLAN ° 0 C C N N SCALE: 1 "=10' NORTH W N Co m o N;;�~tom p N O N H m CV .. a_ w �- b4 NOTES: 1. CONTRACTOR SHALL CONSTRUCT SIDEWALK, CURB, AND GUTTER IMPROVEMENTS SHOWN IN ACCORDANCE WITH ALL APPLICABLE CITY OF RENTON STANDARD PLANS AND DETAILS. SIDEWALK AND CURB/GUTTER JOINTS ARE NOT SHOWN FOR CLARITY. CONTRACOTR IS RESPONSIBLE FOR FOLLOWING ALL CITY OF RENTON REQUIREMENTS FOR JOINT TYPE AND SPACING. d Y WENT f RPLANNING c°EO NOV 9 20.CE06 ID SHEET 2 0F 3 135 130 125 w z J a� cq HYDRANT ASSEMBLY PER STANDARD PLAN B102., LOCATE MIN REQUIRED DISTANCE FROM SIDEWALK EA�SMENT AND PROPERTY ORNER _ I 8" VERTICAL CROSSI Cq (MJ X FL) 120 Ln Lf7 o p ti M �— L✓n CV M . co _ er— _ W 115 _ M ti ci > > (D- Qrn 5 w w °' 4 �- • . W `.1- > N 110 W —6 W FINAL CONNECTION BY —GLZILEORGES VERTICAL CROSS EXISTING 8" STORM LINE 10 5 100 11 �- - -- F- - --�- - - O EXISTING 12" DI WATER r MAIN 109.05 I O O O H=1:20 `8" 22.5° BEND (FLXMJ) LATERAL OFFSET 8" 22,5' BEND (FLXFL) VERTICAL OFFSET 8; TAPPING GATE VALVE (FLXMJ)-. INSTALL VALVE BOX TO SURFACE. LOCATE TO AVOID EXISTING STORM LINE. ' �a" ViX 6" TEE (MJ X FL) i 0 1�8 I I I I _ I I EXISTING 6" SANITARY SEWER LINE I (EAST OF NEW WATER LINE, SEE PLAN) I I 1" AIR & VACUUM RELEASE VALVE ASSEMBLY PER STANDARD PLAN B094. CONNECT INTO 2" TAP ON TOP OF 8" CROSS. 135 p" DI 1 I!-1 /KA IN 130 125 WTI 115 i 110 � 105 114.98 123.05 ' 131.23 N ti LO O L N LO O O O — NORTH m Ln In 0 co 0 o a n, o a, LC IVo.- m va to °cna o U�� _ � c U °C O ry w w m F-- z z m w m O U 0 C� z 7 w z 0 CL w 0 N w 0 w CD Of o 0 0 0 w w ZZ Q wiz 0 090 t G U o • c 00 O) c Q P O C N 1,0 W CO M • co I� m p N O N N u v m F— (A li NOTES: 1, CONTRACTOR IS RESPONSIBLE FOR VERIFYING DEPTH, SIZE, AND LOCATION OF EXISTING UTILITIES PRIOR TO LAYING NEW WATER LINE. ENGINEER SHALL BE NOTIFIED OF ANY CHANGES FROM WHAT IS SHOWN IN THESE DRAWINGS. w w� 2. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF _ w o THE EXISTING LINE. Iry n 4. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE w NEW WATER LINE TO THE TAPPING VALVE WITH DI SLEEVE AND SPOOL CONTRACTOR SHALL LEAVE APPROX. 8 FEET BETWEEN THE TAPPING GATE VALVE AND VERTICAL CROSS FOR THE FINAL CONNECTION. �z w < z� n i.s ®- w Fqt"� ' w— Oy a g 2W6 SHEET vip-cSvEci 3 of 3