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Home My WebLink AboutLarge FormatNO. 1, l 1 1 ~-EROSION CONTROL SEED MIX REPAIR; , ,, PRIOR TO SEEDING, CONTRACTOR T0,flliu,LQW SPOTS AND DEPRESSIONS ·· WFtt;-1,$QJLl1'l}J~~~ONSISTINq0 ()I ~~0% F~S~!Q~INING SAND AND 50% COMPOST ,~1~9,B Fjw~IN~:fifi1lOW S~"(2JSM,AY NOTlfvlPACT POSITIVE FLOW OF WATER IN THER'o.w D!r'cR'IN ANY ~t'~!;l~-' ,_H,l'-M!_m"j~~~~,um_;~_:,;td.,~;xiiJ,"fu~.·""~~-:.llttt1t~t)i1}""",h;,ts1-0F/"'"';..~t!f!t:!!11f.i!!ii'Bslf:lff1ft'::1J¥'r'±hlt-''.>J , Pofru , ;;:;, AGab MS1k Hsdo NadoN 1 I· I 6-foot high full ,, 1" = 16'-0" (CHECK SCALE BAR FOR ACCURACY) PLANTING LEGEND Broadleaf Deciduous Quantity 3 Grass Quantity 12 Symbol 0 Symbol *; Scientific Name Amelanchier grandiflora 'Autumn Brilliance' Scientific _Name Miscanthus sinensis 'Little Kitten' Ground Cover Quantity Symbol Scientific Name 56 Perennial Quantity 3 12 6 Shrub Quantity 16 8 21 8 25 I I I I I Mix• Arcostaphylos uva-ursi !-I I I I Symbol 8 g Symbol 8 '2J 0 e ~ Scientific Name Bergenia cordifolia Hemerocallis 'Stella de Oro' Sedum telephium 'Autumn Joy' Scientific Name Berberis thunbergii 'Crimson Pygmy' Euonymus alatus 'Compactus' Nandina domestica 'Nana' Potentilla fruticosa Thuja occidentalis Unknown Category Quantity 943 sf as needed DATE Symbol Mix Mix Scientific Name Erosion Control Seed Mix Locally Grown Sod REVISION Common Name Serviceberry , I Common Name I Dwarf Maiden Grass Common Name Kinnikinnick Common Name Heartleaf bergenia Daylilly Autumn Joy Sedum Common Name Crimson Pygmy Dwarf Burning Bush Harbour Dwarf Nandina Bush cinquefoil 'Emerald Green' arborvitae BY REV. prepared for: Code Name AGab Code Name MSlk Code Name Aruv Code Name Beco Hsdo ATaj Code Name BTcp EAbb NadoN Pofru Thoe Planting Size 2"-Cal Planting Size 1-Gal Planting Size 1-Gal Planting Size 1-Gal 1-Gal 1-Gal Planting Size 1-Gal 2-Gal 2-Gal 2-Gal 4 1 -6' contact: Jim Hanson ' ·"' .... 1-,, .. P ;; ~: "{ .. j.2 L TREE STAKES TO BE VERTICAL, PARALLEL, EVEN-TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRAOE Thoe FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES PLANT TREE 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. 12"MIN.r ~---, j, # ' ' ' f GUYING APPARATUS: HEAVY DUTY POLY CHAIN LOCK 8 FOOT, 3" ROUND ~-----LODGEPOLE PINE STAKES, 2 PER TREE ,-----2" DEPTH BARK MULCH MULCH ,---4"WATER!NG BASIN SURROUNDING TREE FINISH GRADE ---PULL BURLAP OFF TOP 1/3 OF ROOTBALL EXISTING SUBGRADE '!---SCARIFY PLANTING 1.5 -2 TIMES RO PIT WALLS ~:__'::BA'.::Lc;L_::D;:::IA~M:',ET!_:Ec:R_:::!;~--I--SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX 4 TIMES ROOT BALL DIAMETER TREE PLANT! NG NO SCALE prepared by: eccos DesignLt-~ eccosl)e::;ign L1Lt(.bLape :\rcl1ilec·Lure and Planning _\fourn \\•rrnJll, w.,\ 9827:':, p. V,0.41\J 7-1110 l. 800.Jll8.2017 \\Ww.tccu s dts i gn. con 1 Bilti Short Plat 116th Ave SE Renton, WA 98056 ( r r ,. ---" o PLANT SHRUB 1/2" HIGHER THAN DEPTH GROWN AT NURSERY ~FERTILIZE ALL PLANTS WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES - -11-1,"'1 1 -,,, =Ill= ~111 11 2 TIMES ROOTBALL DIA SHRUB PLANTING NO SCALE SCALES: HORIZONTAL 1" = 16' VERTICAL N/A DESIGNED: PD DRAWN: PD CHECKED: PD GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, 2002. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE CONTRACTOR 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. 5. SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND SPECIFICATION. 6, FINE BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A MINIMUM OF 2 INCHES, 7, ALL PLANTING PITS TO HAVE SOIL AMENDED WITH A WETTING AGENT (TERA-WET OR EQUAL) APPLIED AT MANUFACTURES RECOMMENDED RATE. 8. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. 9, LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST 10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 11. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN WITH A HATCH PATTERN. SEE PLANT LIST FOR PLANT TYPE, SIZE, AND SPACING. 12 SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNERS REPRESENTATIVE. 13. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED, 14. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT FINISH FLOOR ELEVATIONS UNLESS NOTED OTHERWISE ALL GRADES ADJACENT TO A BUILDING SHALL HAVE A MAXIMUM SLOPE OF 5% 3' FROM FOUNDATION. 15. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 16. PLANTING PLAN EMPHASIZES DROUGHT TOLERANT AND NATIVE PLANTS TO BE USED IN AN AMENDED SOIL IN LIEU OF AN AUTOMATED IRRIGATION SYSTEM AS A WATER CONSERVATION 'BEST PRACTICE', SUPPLEMENTAL HAND WATERING WILL BE DONE DURING FIRST YEAR TO GUARANTEE PLANT ESTABLISHMENT 17. BASEMAP PROVIDED BY DRYCO SURVEYING, INC. SOIL NOTES 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN LANDSCAPE BEDS. STOCKPILED TOPSOIL TO BE APPROVED BY OWNERS REPRESENTATIVE. 2. SITE TOPSOIL TO BE SCREENED TO REMOVE ALL GRASS CLODS AND DEBRIS LARGER THAN 1" 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 UNITS OF EXISTING SOIL TO ONE UNIT OF COMPOST. 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE IMPORTED 3-WAY TOPSOIL. 5, TOPSOIL DEPTHS 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 6" IN ALL LANDSCAPE BED AREAS AND TILLED INTO EXISTING $UBGRADE. 6. IN AL~ l~;~ANCES, PLACED TOPSOIL TO BE ROTOTILLED INTO EXISTING GRADE. 2" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING PLANT /FINISH GRADE ic::::i-REMOVE BURLAP FROM TOP l 1/3 OF ROOTBALL. LIGHTLY SCARIFY ROOTBALL OF CONTAINER-GROWN PLANTS PRIOR TO BACKFILLING SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX one inch NOH.Tl! O' 16' 32' 48' 64' ISSUE DATE: 12.21.15 PLANTING PLAN DRAWING: 14193site JOB NO.: 14193 SHEET: L-1 r;J'tY Op CITY OF RENTON I I SHORT PLAT ~ ~ LUA- ~li_rro LN D-Account Number _____ 6 ~ 9840 _ O 1 61 __ _ A Portion or the South~est Guarter or the South~est Quarter Section SS, To~nshlp :2S North, Range S East ~illamette Meridian, !<ing Count~, ~ashington . w . (/) . (I) > <( ..c ....... (0 ..... ...- L ~ ~' C.O.R #1868 N162672.5593 E1305599.2090 FOUND ENCASED 1.5" IRON PIPE WITH CONCRETE AND PIN VISITED 4/2006 I FOUND ENCASED ~ 4/2005 S.E. 188th St. FOUND EI\JCASED CONCRETE MON WITH LEAD AND TACK 4/2005 11'' IRON PIPE WITH LEAD AND TACK Ct: ----------··~-----··· -----·---~ • I q, S 8 8° 4 7 ' 4 6" E 1 3 1 7 . 4 7 ' u "--" ~ "'1 ": I "'1 I 0 00 N ~ _w I O') 0 },.. I . N ~ ...-,--0 ~ (.0 's::t ...- ,--...- . 's::t 00 0 t-t) ..--8, _w I ~ co z,1' SW1/4 SW1/4 ,---N- ~ SEC 33-23N-5E ..-- ~ ...... 0 N ~ ..-- 0 0 N 10 ,z 0 (/) I I [ SITE J C.O.R #1873 17 N159870.8775 l I/ E1305492.1598 N89.33'04"W 1321.70' ~I FOUND ENCASED ~co·NcRETE MoN w=r_TH_ -----------·--~------- LEAD AND TACK S . [ . 1 9 2nd St. 4/2005 CONTROL AND VICINITY MAP SCALE: 1'' = 200' I I I I ,w (/) . (I) ,> <( I ..c ....... 0 N ...- FOUND ENCASED CONCRETE lv10N WITH 1 .5" BRASS DISK 4/2005 AUDITOR'S CERTIFICATE: FILED FOR RECORD THIS _________ DAY OF --------------· 20 _ AT_ ___________ , IN BOOK __ OF SURVEYS. AT PAGE ______ , AT THE REQUEST OF G. PHIL SARGENT FEE No. --------- AUDITOR DRYCO DRYCO S11rveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 Fax 253-826-9703 RECORDING NO. VOL./PAGE GRAPHIC SCALE 1"=200' 11::1--.:~~--•=-........ I I r-W -I JAr! 1 2 2016 ,, 1 I ; ·J 0 200 400 600 Simion & Cecilia Billi 11624 SE 192nd Street Renton, WA 98058 DA TE CREA TED SEPT. 3, 2015 DA TE PLOTTED 12/2/2015 5:46:26PM SCALE 1'' 200' DWN. BY JOB NO. w 0 <( 0.... "" _J 0 > CPS 2015064 SHEET j OF 2 CITY OF RENTON SHORT PLAT LUA- LND- DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of the land herein described, do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and declare this short plat to be the graphic representation of the same, and that said subdivision is made with the free consent and in accordance with the desires of the owners. In witness whereof we have set our hands and seals. Simion Bilti Cecilia M Bilti State of Washington County of----------- 1 certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public ---------- Doted My appointment expires ------- State of Washington County of----------- 1 certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public ---------- Dated ------------- My appointment expires ______ _ PRIVATE ROADWAY MAINTENANCE AGREEMENT NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS _________ SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENT. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. AUDITOR'S CERTIFICATE: FILED FOR RECORD THIS _________ DAY OF------------------• 20 __ AL __________ , IN BOOK __ OF SURVEYS. AT PAGE ______ , AT THE REQUEST OF G. PHIL SARGENT FEE No. __________ _ AUDITOR APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE CITY OF RENTON -ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS Examined and approved this ____ day of_ ______________ , 20 __ Examined and approved this ____ day of_ _______________ , 20 __ GRAPHIC SCALE 1"=30' Assessor Deputy Assessor .r---j Administrator ~ Cl.) ~ ~ Cl.) ~ ~ :S '° ....., 3:....., t0 t0 ~ l() (.) (.) 'N w "H u 'N w ~ 30' 619840 0161 Account Number ------------------- A Portion or the 501JthV11est G1Je1rter or the 501JthV11est G1Je1rter Section SS, Tolf'.lnship 29 North, f<e1nge S East ~ille1mette Meridie1n, King Co1Jnt~, ~e1shin9ton S.E. 188th St. LINE TABLE L1 S89 '33 '04 "E 4 .39 ' ::E: 74---/1-f---~5 I ~~---.. Zoned R-8 -------------5 '\ 4 -------~ ---------'-.., ------- I / FOUND Rebar i::r.. Ci .6=13'43'04' R=45.00' A=10.77' C2 6.= 13'43'04" R=25.00' A=5.99' ::;: . / Si Cap, LS 15026 v- l() N l() C ----43.6'---.J- ~ ~ ~ LOT 1 ? · 7673SF ~ 100 .00' _m,~~"l REMAIH ,119.9' L 1 C1 C2 S89 '33'04"E 78.95-, -512 23' Fire Access Tract Area 5093 SF S89 '33 '04 "E 300 .32 ' S89 '33 '04 "E 65 .50 ' SB9 '33 '04 "E 65 .50 ' LOT 2 ~ q LOT 3 r-- 5043 SF r-- . kLJ 5043SF r-- ::'"1 .... :-' (\J 0 z S89'33'04"E 65.50' S89 '33 '04 '£ 65 .50 ' 3' Landscape Strip FOUND Rebar S89 '33 '04"E 175.08' & Cap, LS 15026 Landscape Strip I EJ Zoned R-8 15' Private Drainage & Sewer Easement v:,\ \ / ..._Cl ,'0 / FOIJ.JD Rebar & Cap, LS 15026 8" Deciduous LOT 4 6940SF Zoned R- 14" Fir 18" Fir i:;c4 FOUND Rebar & Cap, LS 15026 SURVEYOR'S CERTIFICATE: EQUIPMENT & METHODOLOGY DRYCO THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY BY ME OR UNDER MY DIRECTION IN TOPCON TOTAL STATION & HP 48 DATA CONFORMANCE WITH THE REQUIREMENTS OF COLLECTOR. Surveying, Inc. 827 MAIN ST., SUITE A SUMNER, WA 98390 THE SURVEY RECORDING ACT. FIELD TRAVERSE CLOSED ON AND/OR BALANCED AGAINST OTHER SURVEYS OF RECORD. THE POSITIONAL UNCERTAINTY FOR ANY PHYSICAL POINT ON THIS SURVEY RELATIVE TO ANY OTHER PHYSICAL POINT ON THIS SURVEY, INCLUDING LEAD-IN COURSES, IS LESS THAN 0.07 FEET + 50PPM. 253-826-0300 Fax 253-826-9703 G. PHIL SARGENT P.L.S. 34145 0 30 60 Calculated Land Area: 30,039 Sq Ft Density per Code: 4-8 DU/Acre Density Proposed: 8 DU/Acre BASIS OF BEARING 90 EAST LINE OF THE SW1/4 OF THE SW1/4 PER CITY OF RENTON SURVEY CONTROL MONUMENTS REFERENCE SURVEY NORTHWESTERN GARDEN TRACTS DIVISION NUMBER 4, ACCORDING TD THE PLAT RECORDED IN VOL 47 OF PLATS. PG 74 VERTICAL DATUM CITY OF RENTON CONTROL MONUMENT #1868 NAVDBB LEGAL DESCRIPTION THE NORTHERLY 100 FEET OF THE SOUTHERLY 210 FEET OF LOT B. BLOCK 1 OF NORTHWESTERN GARDEN TRACTS DIVISION NUMBER 4, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS, AT PAGE 74, IN KING COUNTY. WASHINGTON. AND THE SOUTH 110 FEET OF LOT BIN BLOCK 1 OF NORTHWESTERN GARDEN TRACTS DIVISION NUMBER 4, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS, AT PAGE 74, IN KING COUNTY. WASHINGTON. EXCEPT THE WEST 175 FEET THEREOF. Zoned R-4 LEGEND S MONUMENT FOUND THIS SURVEY FOUND PROPERTY CORNER SET REBAR & CAP LS# 34145 SET MAG NAIL WATER METER WATER VALVE POWER POLE POWER METER FIRE HYDRANT & GAS VALVE OR GAS LINE MARKER --P--OVER HEAD POWER -G~ GASLINE ~w~ WATERLINE lll/!III/II BUILDINGS ) ( CULVERT ..,.,.,--EDGE OF PAVING AT ~--EDGE OF PAVEMENT I SSMH RIM=507.27 IE8" PVC E=497.5 ' @>-----S - JAN l 2 20\6 Simion & Cecilia Bilti 11624 SE 192nd Street Renton, WA 98058 OF CURB w C'.) <( (L "' _j 0 > DA TE CREA TED SEPT. 3, 2015 DWN. BY DATE PLOTTED 12/2/2015 5:47:33PM SCALE 1" = 30' CPS JOB NO. 2015064 SHEET 2 OF 2 ~ Q.. I--a: 0 I CJ) 1-- .....J co A PORTION OF THE SW 1/4 OF SECTION 33, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE: 0 l{) 0 r--N n n 0 Ol -sf' sf' Ol n n l{) n n N n n sf' st' 0 --N N N N N -l{) l{) l{) l{) l{) l{) l{) l{) w . . (/'). w: :::, : z w ~ 520 £ .. -+,I CD -wl ii .• u~--- 2.35% 510 0 . .. .... .. . .. . .. "' ... .. " ... . . ......... ---. . -..... o' w ACCESS ROAD STORM WATER VAULT w ('.) ><C ........ . ,. ..... 20'x101 'x9.70' DEEP I-Ct'. 00 2 TOP OF LID=509.78 <( I- CEili NG,.,:508.60 (/') OVERFLOW=508.1 0 w . ('.) 12" OUTLET =503.50 0<( • Ct'. FLOOR=499.50 s=o I-500 . .. . . . " " ... . . .. " ... . . . .. . (/)' . 20+00 21+00 CALL 81 1 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. NO. REVISION BY DATE APPR I ... I.: w z ::J ~ w o._ I . . 0 : il= I I SURVEYED: 520 510 500 DRYCO SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: APPROVED: SCAUS, SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERT. CURB & GUITER ~CAL; NAVO 1988 HORIZONTAL: t00 1983/1991 ~ w z _J I GI <( O::'. I- I I- O::'. 01 z ~1 1' EXISTING UTILl1Y LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILl1Y TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONS1BILl1Y FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 ~ : 23:·o· TRACT I~ I ::::i 11 .o· 1 o· I j'.::: I 8S wlo z <( 0... ~i~ 0 O::'. 0... WO ~w I I~ WI~ 010... 0 12.0· I (/] ~ I 1 o· I I I (12" 2% I 4"MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT-2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS 20' ACCESS ROAD CITY OF RENTON (PRIVATE) N.T.S. GRAPHIC SCALE 0 10 20 40 I I I I 1 inch 20 feet By: By: By: By: RECOMMENDED FOR APPROVAL Date: Date: Date: Date: 01/10/2016 FlEt.08001<: PAGE: DRAWING NO: Planning/Building/Public Works Dept. SIMION & CECILIA BILTI BIL Tl SHORT PLAT STREET PROFILE/DETAILS 19116 -116TH AVENUE SE SHEET: 2 OF: 2 LAYOUT JAN 1 2 28'1 ';--'.,.,,,, ··-~-""'''·· , .. ,,,.,, .. ,,,,.,,,.,,~,.,,,, .. ,.,;.,~"· ~ 0... 1- [C 0 I Cl) ~ OJ A PORTION OF THE SW 1/4 OF SECTION 33, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE: ! i 7j 'r 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 I , I. : I I I : i I . i ! , I ' I I ! I : I / I i I I I J! ,LI I I I w (J) w :J z w > <i:: OFFE ENGIJ\JEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. J I I : i '. I I I !" I I I / ;j ! I / I i I \ ! I \ ! \ I \ I.OT l ''"·I!'. 1· .. , ... """ If ~~--T' HOUSE TO REMAIN 33LF. 12" SD @S= 1 .00% PUBLIC / #t_·==J' cv ,.S'> (1, /J / I I --· --·····--···--.... , ··-------------------I // / . ii ··-. Ii --=·--.c_i==--.i! =-c='-'il-'.L"=~=<: ~ II~ ......... I } ···--~-r./c..:.: .. ::::::::::~·::::·: :::_:·--····=-=:·A~f!ft;'J;"'"':. --i,'" _ /_ 1:J;?I')I:, .1 0 0 . . :ii c:ci Q:'. ~ 0 II >-w l/)_ I 0 0 2~-------------- ;8'l? I uiW '-\ {\ I ;/ I ......... / I . I I ~'\\>! I I 'R?' • · 1 ~,· ,,.6. '":; I 1'. \ 011 / o :~' I >-w -~. ---i-------U)_ ' l{) ~ ~I: '. ELEV.=510.50 I ~[ \ INLET GRATE j--/-- i,-------------------------_ -------1-------------------r--:1 STO~~W/'JER VAULT I ', "". w w Q:'. 0 U1 0 0 l/) ,/ (PR\VAiE) I ! >+---l-+' II HUlJ EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 OWNED AND MAINTAINED STORMWATER VAULT 20 x101 x9.70 DEEP TOP OF LID=508.70 CEILING=507.50 OVERFLOW=508. 10 12" OUTLET =503.50 FLOOR=499.50 BY HOA (PRIVATE) (-() : -,. PRIVAl!E Si-TiuRM EASEMENT REQUI, ED/ I I 1 / I / J If I ! I F?! :;.::5C7 .27 "F'\/C E= I i I GRAPHIC SCALE --+-+---/ 192nd AVENUE SE \ ) CALL 811 BEFORE YOU DIG! SURVEYED: o----+-------------1---------+---1---1 DRYCO SURVEYING O----+------------J----•----+---1---l DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. II ..... , ........... _. __ ,.,,.,.... . .... ········-."-«-• ·--···~~~--·li,J .... ---- : I I SCALE ONE IN.CH VER'T1C>J..: NAVO 19136 HORIZONTAL: NAD 1983/1991 ,// '1---10 __ 20 ___ ---140 ./ ............ .......... .. ............... -...................... , •"' ··, 1 inch 20 feet "· .. " \\ ---7--- , 1 ·=-·1 ,; "r O 1:· i... ,X... ,j I ..... I RECOMMENDED FOR APPROVAL / / By: Date: /' ----------- By: Date: ----------- By: Date: ----------- By: Date: ----------- CITY OF RENTO~J SIMION & CECILIA BIL Tl 01/10/2016 FIELDBOOK: PAGE: DRAWING NO: CHECKED: l----+------------+---·----+---1---l AT FllLL SCALE IF' NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. BIL Tl SHORT PLAT UTILITIES/DRAINAGE/GRADING 19116 -116TH AVENUE SE NO. REVISION BY DATE APPR APPROVED, SHEET: 1 OF: 2 LAYOUT •·" '~