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HomeMy WebLinkAboutLUA-06-155_Large Format·' No. DATE !EXPIRES DRAWING No. REFERENCE DRAWINGS ' N.E. 30TH ST. HORIZONTAL DATUM REFER TO THE MONUMENTED CENTERLINE OF JONES AVE. N.E., NORTH 00-31 '00" WEST VERTICAL DATUM CITY OF RENTON -NAVO 88 BENCHMARK CITY OF RENTON BENCHMARK NO. RENT1839 FOUND COPPER PIN IN CONC INCASED AT THE INTERSECTION OF JONES AVE. N.E. AND N.E. 20TH ST. EL. ON PIN = 279.16' OWNER LAURALEE GORDLEY 2010 JONES AVE. N.E. RENTON, WA 98056 z . 2010'JONES AVE NE RENTON, WA 98056 -----i-----\, N.E. 27TH sr:· "- 0 z fT1 N.E. 24TH ST. VJ ~ N.E. 23RD ST. fT1 z . f'l fT1 0 :;::: N.E. 20TH ST. --1----,---t-~-------t~_J VICIN11Y MAP 1"=1000' WATER ~ ST. CITY OF RENTON 1055 GRADY WAY RENTON, WA 98055 )> [lJ fT1 ::0 0 f'l fT1 z ~ f'l ' z f'l 0 VJ z N.E. 12TH ST. SEWER & STORM SEWER CITY OF RENTON 1055 GRADY WAY RENTON, WA 98055 GAS ,, ' I , I PUGET SOUND ENERGY 805 156TH AVE. NE BELLEVUE, WA 98007 , (425) 447-0700 P1 DEC05/06 SHORT PLAT SUBMITTAL DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D No. DATE DESCRIPTION ISSUE / REVISIONS ISSUE / REVISIONS GENERAL SEWER AND DRAINAGE NOTES 1. BEDDING SHALL BE CLASS B FOR ALL PIPE EXCEPT DUCTILE IRON PIPE, WHICH SHALL BE CLASS D. BEDDING MATERIAL FOR PVC PIPE AND CMP SHALL BE MINERAL AGGREGATE TYPE 22. BEDDING MATERIAL FOR PVC PIPE AND CMP SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS MEASURED BY ASTM D-698 FOR IMPROVED AREAS SUCH AS STREET OR SIDEWALK, AND 90% DENSITY IN UNIMPROVED AND LANDSCAPE AREAS. 2. TEES ON NEW PIPE LESS THAN 24" DIAMETER SHALL BE PREFABRICATED. TEES ON EXISTING PIPE OR ON NEW PIPE WITHOUT PREFABRICATED TEES SHALL BE CONNECTED BY CORE DRILLING AND FLEXIBLE CONNECTION. SEE SPECIFICATIONS. 3. TEES, CATCH BASIN CONNECTIONS, SIDE SEWERS, AND SERVICE DRAINS SHALL BE PLACED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 50%. INLET CONNECTIONS SHALL BE PLACED AT A MINIMUM SLOPE OF 5% AND A MAXIMUM SLOPE OF 50%. 4. SERVICE DRAINS AND SIDE SEWERS SHALL BE CONNECTED OR RECONNECTED AS APPROVED BY THE INSPECTOR. 5. RELAY EXISTING SERVICE DRAINS AND SIDE SEWERS TO CLEAR OVER OR UNDER THE NEW UTILITY AS APPROVED BY THE INSPECTOR, 6. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, POLYETHYLENE PLASTIC FOAM SHALL BE PLACED AS A CUSHION BETWEEN THE UTILITIES. · 7. SERVICE DRAINS AND SIDE SEWERS SHALL NOT BE BACKFILLl;.D UNTIL THE PIPE HAS BEEN INSPECTED AND APPROVED AND THE LOCATION AND DEPTH IS RECORDED BY THE INSPECTOR. 8. ALLOWABLE MATERIALS A. PVC PIPE AND FITTINGS-ASTM D 3034 SOR 35 WITH RUBBER GASKET JOINTS, ASTM 03033 SOR 35 WITH GLUED JOINTS, OR ASTM F789 NOT LARGER THAN 12 INCHES IN DIAMETER. ·,~ "'-' B. ABS PIPE-ASTM D2282 SDR 21 . .. C. PERFORATED PVC SUBSURFACE DRAIN PIPE-'ile,J)SHTO' M 278 . .:.;,:- D. CONCRETE PIPE-LESS THAN 12" DIAMETER, ASTM C14 CLASS V; 12" OR 15" DIAMETER, ASTM C76 CLASS I'll;' . 18" OR LARGER IN DIAMETER, ASTM C76,. CLAss· 111;,_ E. CORRUGATED POLYETHYLENE DRAIN PIPE-GREATER THAN 12" DIAMETER, AASHTO M 294, TYPE S. FOR DETENTION PIPE ON PRIVATE PROPERTY. \ • .,.,,. F. HOPE PIPE-ASTM F810, MAY BE USED ONLY,.,FOR INFILTRATION DRAINAGE SYSTEMS SERVING, SINGLE-FAMILY OR DUPLEX RESDENCES. ,,,, ... -,. G. DUCTILE IRON PIPE-ANSI A21.51 CLASS 50 WITH PUSH ON JOINTS. FITTINGS FOR DUCTILE IRON PIPE SHALL BE DUCTILE, ANSI A21.1 0 OR ANSI A221.53, WITH PUSH-ON JOINTS. GLANDS ON MECHANICAL JOINT PIPE AND \ FITTINGS SHALL BE DUCTILE. l H. STEEL PIPE FOR DETENTION-AASHTO M 36, TYPE 1. ,l ''· '• J. ALUMINUM PIPE FOR DETENTION-AASHTO M274. K. "ADS" OR EQUAL-ASSHTO M294 TYPE S. DRAINAGE APPLICATIONS ON PRIVATE PROPERTY. . ! L. SUBSURFACE DRAIN (SSD) PIPE AND FITTINGS SHALL BE PVC PER ASTM D2241 SDR21 (CLASS 20CI) WITH :f RUBBER GASKET JOINTS. PIPE SHALL HAVE SLOTTED i PERFORATIONS. SLOTS ARE TO BE 0.040" 'WIDE 1.0" i LONG AND SPACED 0.25" APART. SLOT LOCATIONS SHALL BE LOCATED PER DETAIL ON PLAN. ' CLIENT DRAWN CHK'D DESIGN CHK'D APP'D i I I 1 ' 1 ' I 2010 JONES AVE NE RENTON, WA 98056 GORDLEY SHORT PLAT GENERAL NOTES ' 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ALL APPLICABLE PLANS, SPECIFICATIONS, CODES, AND RULES OF THE CITY OF RENTON. 2. A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PRpGRESS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE.: IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERlfY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE .AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 4. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. NO EXCAVATION SHALL COMMENCE UNTIL ALL UNDERGROUND FACILITIES HAVE BEEN LOCATED AND MARKED. THE CONTRACTOR SHALL DISCOVER AND AVOID ANY UTILITIES NOT SHOWN ON THESE PLANS AND HAS SOLE RESPONSIBILITY TO VERIFY UTILITY LOCATIONS IN THE VICINITY OF THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. 5. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS, STRUCTURES AND UTILITIES DURING CONSTRUCTION, IN THE EVENT OF DAMAGE THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IMMEDIATELY AND SHALL RESTORE THE UTILITY OR STRUCTURE TO ITS PREVIOUS CONDITION. 6. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED DRAINAGE CONTROL PLAN ON FILE WITH CITY OF RENTON AND IN THE APPROVED BUILDING PERMIT PLAN SET. ANY DEVIATION FROM THE APPROVED PLANS MAY REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON. 7. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO CONSTRUCTION OF IMPERVIOUS SURFACING UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 8. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING, WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL F,ROM THE CITY OF RENTON. 9. WHERE THE WORK REQUIRES REMOVAL, RELOCATION OR INSTALLATION OF UTILITIES BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK TO AVOID CONFLICTS. ' . 10. THE CONTRACTOR SHALL NOTIFY THE RENTON FIRE DEPARTMENT DISPATCHER TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER ACCESS BLOCKAGE, THE CONTRACTOR SHALL ALSO NOTIFY THE DISPATCHER OF ALL 'NEW, RELOCATED, OR ELIMINATED HYDRANTS RESULTING FROM THIS WORK. DRAWING LIST DRAWING NO. 80000-00-1 00 80000-00-101 80000-00-102 80000-00-1 03 80000-00-1 04 " 80000-00-1 05 80000-00-1 06 80000-00-1 07 .TITLE i ;COVER SHEET EXISTING SURVEY PLAT MAP ,GRADING AND DRAINAGE PLAN UTILITY PLAN ROAD PLAN AND PROFILE LANDSCAPE PLAN DETAIL SHEET crrv· OF RENTON TITLE GORDLEiY SHORT PLAT COVER SHEET DRAWING SCALE . PROJECT NUMBER NONE 80000 DEV~~ OF RENTOM ' DEC O 5 2006 RECtl\JE'O DRAWING NUMBER 00-100 • '...::.J...!J ' • _c:_:::-:::._J_ ",., - REV. P1 ~ 0 0 I 0 0 I CITY OF RENTON HORIZ.CONTROL POINT NO. 334 10/09/2006 FOUND BRASS NAIL IN CONG AT SURFACE _J.,_ N= 190130.54' E= 1303585.35'--~ /:f~' SANITARY SEWER MANHOLE RIM ELEV. 256.27' 1 IE 12" PVC N 246.27 ' IE 12" PVC S 246,37' IE 8" PVC SE 246.37'. , 0 NOTE: ACTUAL LOCATION OF MANHOLE IS NORTH 94' FROM ~ 1,I, . • i) .. · . .. ,·, I ··. . . hll ERE ii:' , iJi .Y:.., . . if 's'i l Ft.. · : :. "! . .', · o IE 24" CONG N 265.65' :...J ._._ ·w · .. 11/ ::> // ' " "c "' . · . .' . o: (.) '• ,.0), /j·.: :. , . ·,-, ,.. ROLLED T,\• " · ..... ··.;-:. ASPHARBLT 10/09/2006 AREA --105 SQ.FT.+/-··, ;6_1~,,··,1 · ·,. . •" · ... ''J;j CU FND. REBAR & CAP · ; f i\\ ,' 1_., 'I ·. ' ··. · . AT CALC'D POSITION -;.. SHED IS -,,<•' , :' I . " . I· •i' •. ,i ,_9D I /. , "HELD " J\EV.=267.1'!::! .. ' 3.5' S. OF LINE ,. ' .. '\ i , · 1.,, V. .-. Y.. ~ '-1,'-(:\ .. o · o ,. ,, · ', 1 -=-''• \ N89'29 '00 "E 381.50' . ".' ~--• Y'\._ ,., :1;,1:,' "-;. '~} -;--\ w \ :_i iIJ}~ '' ' , < -' ~ , ~ ·" ,I· _1,1' I ~ ,:: ' " ") ~ -To ,' "'..' I (• 'If /';-" ; . : . 1• ·, • .\\' :. ,:C \ \")\;._ . -a,},",' ~i!)CKEr,.,1 '\::':_ _ . ""'~ ,. ' .. •. . ,-,. ( •SHE ·' f ... _. ";, ', ~TOP,. ;: , IE 18" c9NC -r.-< ~' : ·: . ,'> _~-·o ' \ 3"·~·.:1:''" _J ~'\~\ ~~>~~~~-.-~s+ ;~~--·~c''' ,:· ,.'·· 'i'' ,,,~l~CH S 269.21 l~Qlf ' .'.. ·<:.,.._ § __ .'"-,, ... ,E.i\yEt F.F . !:;LEV . le Ni:T 1 276+/-~ ,·,,:•ROCKER ~'.··,,. 'c{\·. iiNTINi~~NglTg~:,.<.· ... ·'•.·,:-' W ,~,.·-,·~-.· ~;'·;1· ,:·· ,-.'.p 268.5 K]I PA110 ii'f {96E;L 1·,:/ )OE ,, , ,. , /' ,,,·''\ .,, /''··!'·· ,,, >~wH1z:·J ,.·'.:1"'>' \,K_J<O~I \T1' I,~;-,.' ,',SLOPE \.,-' ,. ·,:· "-,•' 'c· ,:c·, <(0 ;:.~ll;-;:_,,,5 :·,;. .-::rr."t'''"i m ;; ;• · I ;,:' '<'('\ Di16H _--.:_·,,:j_:i · .. :;/'1' w'':o, OD Ul .qri:.r:~~·.' ·, .,.~ ~-,.c'0 .. J'',:•1 ... : HOUSE N0.2010 I {;,"' 1 , • ' W It n· 3: · .· <,:, .:'.' l .1;:·:/, a·.". ..,.: .. ,, J 1,785 SQ.FT.+/-e,+-"•, , , i_;• ,: · ,., \ ·,,,. ,'· \ ,, \ BRIDGE SITE BENCH MARK z' ~i '?· .'.' <·::'j ·!i-1'~0··-~4 ·~•-. , ~. D· , ,,_b'<> ,; •." 1 · ,:'"./ '. ,;-/-' ,,' ·.; I ;·,·,:.' ,r ~ ' PK NAIL & WASHER O ,.Ji<l .. \. ·, ; ·j ;j:;:i · ·_ ' ..... ,; ·' ",:c .. i1 ,,,w ,-, ""TIT .. . : .. , -==so',,· .. ;·· ,,~'''·{'" ::' ~ ',1 1 ' ~~, '( • ",' j:!lv J -' \,' ~ ' I \ ,-,, ·' \ 1, 111' 1, ELEV.ON ~-i--·~J ·'·,· .. ","'· ',· .· .... ·.'' ..,,_, :s ~Uo \ r, ,. ',' NAIL --272.89' ,· .. , .. ..;:-,,, '· ,:,• ,·.,~,_ :\' '-+''' -.0 l;', \ .. -j·c .. J · N89'~s00"E ',· 155 .0 ' ,'.' ,'.· ,._ .. ·.,~. ..,•,:' ,1 _, _ •• ·,, -I ; Il../"'I "'ff11 .. ' .. : ·-' ''. '~·1,· ··i , .. 1, f ,-··1;-' ~ "t 1' V - , ' •• , i w.., J, ,, ' ' I S< , .".B · . ,.c , EAVE ELEV. ..:· , ' ~ ,. ' ,, SANITARY SEWER ~AN HOLE _.. ;/1-I :. ··. • ' ; • .• ~-1 276' + /-YARD DRAIN ' • ,, .. ::. ., . ,. ~-,, "' RIM ELEV. 272.62 / .. a .. · ,· .. RIM ELEV. 266 .. 67' ,'.b .,.. ,. ...,M ~,--,, .. · I~ 1 f PVC NE 2 ~iti~• ~ ,:;:' '.;. . ROLLED ' i ' . ~'. ~ ~.',;~~: , ,/ . I 8 CONG S ' / 0 -;ii_..;%'-'/·,} ASPHALT CURB , '' , ', ca(,,('/,/ IE 18" CONG N 272.13' ~ .·,_,' ',._.$_.>,.';._.··,3)' ' , ..... ,:·· ·,:·· ·'·"o"JJ'~ . .. .. .. , .,~ ,. '.) \·,; .... ,. ,. ..... . ,. ,. ,. .. ,·, ,. ',.' ,.,,. ,, ,. .,. -, ' ,. '".) ,. ' ,. ' -~ .~ ,. ,. ' ' __ <,' , . •, ,,.,' ·" .-,. ' ·' .,, ,. \ ... \ 10/09/2006 FND. 2" IRON PIPE "MARKED BELL" AT PROPERTY CORNER "HELD'. , ELEV.=253.5' ' . I • -, \ 15' WIDE INGRESS AND EGRESS EASEMENT . •\ . .. ,., ·, . , . . { ','-,' ,. . ·\ \ 1, ,, . I• •\ . ·' ' 1, _.,- \. . 0 I•' .. ~ ·, ..... i, •.;, •n ('J 0 g .... ·~ ,, ,., ·" :p_ I• ' . ,. ,, ' I• i ,., ' ,. --~ ;: ,. I• ,.',·, ,. .!• .i ~' \· ,1, ! -,: ;·:: (,-• r, I' 1, ,f-,J' ~ r{ __ ,,,1 ~ '~-R-' -w ~ ··1~','.oe O I' ,_',', ~, ,~·o· _'1\,::·~:/.(._,,-;:i·:' ·1~,;·, .,_1 fl I 1, 0. " r---:;" 1, ,ci • ' ·--~• I~.-· • . .' o f i7i,a ~ . .. 0..... TOP \•: :: ,, __ ,,· __ \\ .. _.;,c..- ~ '6_ ,>'. a· 6 . , DITCH ~,-.. ·~==~--.. ,, , ~ ~ i if i ,, ~ ' . ',, :0 ,:' ' ' •==-"""""""""""'"" t ' \< <, I( { \• <. I• 1,' 1, 10/09/2006 ~~6~9/Ei~~6 & CAP FND. REBAR & CAP "LS # 17663• ,t ,. si-30· ~ 3' ~ --~-·:.,:_-. r~: ...... c::_•~ .. ~-,:1· ... .,.' ·, ., ": .. : :c.( I~ 10/09/2006 , :Z-·>. ·' ", •· •· ' , ' · 0,1 FND. REBAR & CAP R-0-W /> ',,\' '_ ,, \ i \:~> I•' "1\ \' t· (", I TOP 0 .2· w. q,F PR9PER1Y Bo ,.··' 0 ' '. DITCH ~~~~!~s2~f.LD ~ I 1, ' .• • i·c -,~, f") <,!). <( \· .. ,,, ,.(~ I \\< •"" ~· , 'i r 0 ~:11tti. Sifi.~ 5t,1ANHOLE ~ ~ ,;:' \{. \ ;j < ~OE V:' .'' ' . 0 ' ,:,: . ,' ,'t ~ IE 12" PVC NW 264.05' . <;i! \--~--, .' .. , .. · _\\_ .. 1 ·1-sLOPE ··, • 8 IE 8" PVC SE 263,55' h ,...: 3: .. , ' ' . 'f'-'° g " ·; \, ' ' . ,'· ..... · 1 · "' EB . TOE ' ' ,, ~ ' : :~, ,. 6 0 ! I hifl ,.' . ·'', ~-'rnt o 'b;,t' ~ ·,;~ ~/~ 1~'~.\ ,,•~.' G" -" {:,( ,' ~ 10/09/2006 .. ,.' ' , ,. ,.-, ' •J" ., 1, CENTERLINE OF ' 0 p 0.4 E. UNDER RR TIE ~ 1 ·\_. 1 .~.-.. . _n __ · ,, "DID NOT ACCEPT" } \ -'--,..,c:J'tJ • '::1:: •• 'O I • j,;, .,.-....._ ,_,,,~ · ./ I• .. ,-, ,. , . "LS # 17663" ON LINE "HELD" AT PROP~RTY • ·:, ELEV =254 9• CORNER HELO ,~' ' ' ELEV.=256.2' .. ,.· -, .. I " " ,. .... 0~ w~W ~<n~ <n -: .... ~en -~<n N(!)w za:: -(!) w J EDGE OF GRAVEL ELEV.=262.9i~· -'-_,.,i •• (, \;.. \: •_··~-. , .. ,, · '°"~ .. ·, •,··. "_o. . . ~ dJ;,4~9NC ,c .•,. ·,, \ '\· I , •:v i' -,;' ·''·· .... I\· "TWO PIPES" ·, · · J ·" f-.... -;,-----._ ---------~ :i---ci · ~~-\Ha ,,A,,~- R--o---w----1-'!J·l!'l·o~.=i' .;. . o 8 8'16 "~9.E ,,:100:it8'~, . ,d\~8~ R-O-W 10/09/2006 ~ \. :.Jr,Q\u u/~D OF ·.,,_ ., • . ?\c ~l~~ g i5 FOUND MON IN CASE • I ,, :Y<!C ASPH -;,ii,7?~ .· <.,,' \~, ~,I• • ~ 0 • . ~------~-~--· ____ .... ,,,, I • 'J· ' •• ,., • ·' ·' 9 24' CALC'D L CITY OF RENTON BENCH MARK NO . RENT1839 10/09/2006 FOUND COPPER PI N IN CONG INCASED ELEV. ON PIN= 279.16' I"') 0 , . ,· . . .. ~. . ' . , ~ '"'"v,· ... -,---, ... w ,-~ 103 r/1- W------" -----' . .-w.'i '. ·._·'. ·., ··.\f •.. · ... '· .. W.. ;·-1· ·. )'' .. ·/".:·. ('~ . "'.c.:.··;_· --'·---"'-----it----(t_ " w ----+.t°',-C:· ' ...... ·. 2.8'6,5 ·: CAl.C'D ' . '. ·, . . .. ~ . . : . ;.c,. ' ·: ' . :~<~ t-----t-----"'-"'- ..,..-, ---"'---.i....c·-·_,_,_ .. ,_.·.· .. .·.:. .. {t . . . " ... '!'l . • · ·, . · ,.,-'N88'16'14"E 1325.79' MEAS . (1325.79' SHPL'-060-87) ..,.. it------t------"'--.. ~.,., .. ,,.··""-"··s ,.-::·. ·· ... q:..c ": s ... · , ...___i:-----N.E. 20TH ST. "PUBLICLY DEDICATED~,;;S,,;;;._;; .. · ·" ,,7·· ,·. "-~~;..,,,,~..:,.:;~;,.;...;_,:,;:,..~~· . ,, .·, ' / ,.· Oo ,. 'h ,, / ,. b HP"' OHP -"' CITY OF RENTON HORIZ .CONTROL 'tz--OHP 7 OHROLLED ASPHALT :i:: POINT NO, 1839 CURB ......... _~R.--o-w __ _ 10/09/2006 -I FOUND COPPER PIN IN SANITARY SEWER MANHOLE CONG INCASED RIM ELEV. 262.59' .. N= 188914.85' IE 8" PVC NW 254.69' E= 1303563.82' IE 12" PVC E 254.59' 30' 20' 10' 0 25' 1 "=30'-o " ~ FOUND MONUMENT AS NOTED l8! PK NAIL & WASHER AS NOTED 0 FOUND IRON PIPE AS NOTED 0, EXISTING UTILITY POLE 0 EXISTING CATCH BASIN ® EXISTING SANITARY SEWER MANHOLE * EXISTING FINISHED FLOOR ELEVATION [[] EXISTING ELECTRIC METER X EXISTING SPOT ELEVATION [El EXISTING WATER METER @] EXISTING GAS METER .. \~;.,, .... ,, EXISTING WATER VALVE 0 EXISTING DECIDUOUS TREE * EXISTING COl)iFIR TREE ·• ' IPREUIMINARY DO i NOT USE jFOR CONSTRUCTION La~! Saved: Qec. 05/06 1 :20am ----~-I I ~'ii B _. t,1 ('~ f-------J---t:-~------------t--t----t---------------------+--t--t--+--f--f--t---+---------------------+--J--+--+--+--f CLIENT : ., <,°'~ i;,i WASI//Ji; t1;0 I . 2 0 1 0 JOIN ES AVE NE LEGEND -----EXISTING CULVERT LINE ----- i''\:s'\", '\'»'-'"»-'""-""-' EXISTING BUILDING LINE it EXISTING ROAD CENTERLINE EXISTING RIGHT OF WAY -·· .,_ EXISTING BOUNDARY LINE ------EXIST ING EASEMENT LINE .. .. .. EXISTING DITCH CENTERLINE '..>HP EXISTING OVERHEAD POWER w EXISTING BURIED WATER LINE s EXISTING BURIED SEWER LINE -0 0 -EXISTING WOOD FENCE EXISTING ROCKERY I. · ... ·. , ........ 'I .:· ..... ;, ... >.,.'· .. :·' ,: .: .. :,-.: ·. EXISTING ASPHALT SURFACE [ '<'• '. ;: • .. j EXISTING GRAVEL SURFACE SURVEY NOTES: 1. SURVEY INFORMATION PROVIDED BY GEODIMENSIONS CITY OF RENTON . TITLE =' :l ti'~ I 0 '9,. ... i;I. ·=~===========~===:1======================:==:=====:=================-===================:===:===:===:===:===:==:=====:==============~·=====================~===~===~===~===~==~ RENTON I WA 98056 • "' • i ___________ __.l ____________ --1 •, ,PO k 39362 O . ffe • PROJECT GORDLEY SHORT PLAT EXISTING SURVEY DE VELOPMENT PLANNIN G CITY OF RENTOM DEC O 5 2006 RECEl\!f:n «· <!'o1s1\\"ii ~ I I <l'.r,r10NA1,"-'\<c," P1 DEC05/06 SHORT PLAT SUBMITTAL GORDLEY / SHORT PLAT • • • • • -No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D i DR AWING SCA LE PRO JECT NUMBER DRAWING NUMBER I 1:XPIRES. I DRAWING No. REFERENCE DRAWINGS ISSUE / REVISIONS ISSUE / REVISIONS SHOWN 80000 00 101 REV . P1 -· ------ N 0 ~ I 0 0 "' 3' " N 0 ~ I 0 a 6 0 g ,. ~ ~ 0 a: t: "' oo .c ...... (/) I() 0 >, ~ 0 E "' oO (!) •• -0 I~ X 0 ~ a: 0 ,. E :,< 0 ~ Ol 00 ;:: .. -u <D .9!, 0 e, a. "' a u. u u ;:: " ,,...o N .. " . . "' "' > E o 0(/) :;; t, ~ _g !EXPIRES Cl. 3: I 0 Bl l 3: ?; 0 'B a:' (!) z !ii 8 L EXISTING, R.O.W. i O· 0:: . a. ------------------ Q_--•OHP-----OHP-----OHP-----•OHP---0, EXISTING R.O.W. 30' 20' 1 o' o 25• k,:A·:e,.~J I •I kJ L-d@l,:d L,,,,I L·, j 1 "=30'-o" 64.75' ,----------·------, I I I I I I LOT 4 I " ~ a .; Ol l 75.50' 1------------1 I I I I I I I I I I : LOT 5: I I 1 5,973.09 SQ.FT. : : I , 2033.77 SQ.FT. (BUILDING FOOTPRINT)!: I I \ I ' L---------~ ' ·----------'o'o ~· '\; 15' FIRE ACCESS EASEMENT PROPERTY LINE N8B' 16' 14 "E ( 100.45') · 1 15.45' 1 ~ a a 0 : ~----------~ I~ I I I 0 I I • I I 8 I I ~ I I '-' I I : LOT 6 : I I I 7,544.81 SQ.FT. I I I I I , 3,235.29 SQ.FT. , "-1. I (BUILDING FOOTPRINT) I I w z ::J i:/ , . I I I I I I I L ____________ _J ' C . /' i __ ,,..,,.-1 PROPER'TY LINE Nillfis·14~ (226.47'} 75.45' -- ' '"''1 "--EXISTING BUILDING STRUCTURES TO REMAIN -----t----- _J __ 1 --t+ ' . t---------H!-----------------t---t-----j----------------------+--t--+----f---t--t---t---+---------,--------------+---l--+---1----l----l CLIENT 1--~--------1--~--------------t---t---+-------~--------------+---t--+.----J---+--l---t-~--J----~----~-------------+---l--+---l----l----l PROJECT P1 OEC05/06 SHORT PLAT SUBMITTAL No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D DRAWING No. REFERENCE DRAWINGS ISSUE / REVISIONS ISSUE / REVISIONS ~ FOUND MONUMENT AS NOTED © PK NAIL & WASHER AS NOTED 0 FOUND IRON PIPE AS NOTED °' EXISTING UTILllY POLE t8'J EXISTING CATCH BASIN ® EXISTING SANITARY SEWER MANHOLE * EXISTING FINISHED FLOOR ELEVATION [I] EXISTING ELECTRIC METER X EXISTING SPOT ELEVATION I.ill EXISTING WATER METER @] EXISTING GAS METER .. EXISTING WATER VALVE LEGEND ---it--- -------- -··--··- -··--.. - EXISTING CULVERT LINE EXISTING BUILDING LINE EXISTING ROAD CENTERLINE PROPOSED ROAD CENTERLINE EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY EXISTING BOUNDARY LINE PROPOSED BOUNDARY LINE PROPOSED BUILDING SETBACK LINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE 0 DECID~OUS TREE * CONIFIR TREE ---'.)HP--- ---W--- ---s--- -0---D- EXISTING DITCH CENTERLINE EXISTING OVERHEAD POWER EXISTING BURIED WATER LINE EXISTING BURIED SEWER LINE EXISTING WOOD FENCE EXISTING ROCKERY ' ' . I·<<~· >·-: e:· ·1 r:::·' · 1 EXISTING ASPHALT SURFACE ~''·····:;,;·.~. . ' . . . ' . . ' . EXISTING GRAVEL SURFACE PROPOSED ASPHALT SURFACE ' PRELIMINARY , DO NOT USE FOR CONSTRUCTION Lost Saved: De.i,. 05/06 1 :09om \ l , 2010 JONES AVE NE RENTON, WA 98056 GORDLEY SHORT PLAT CITY OF RENTON TITLE GORDLEY SHORT PLAT PLAT MAP DRAWING SCALE PROJECT NUMBER SHOWN 80000 DRAWING NUMBER 00-102 REV. P1 "' g I 0 0 -I g I 0 g 0 " ~ ~ 0 a: t'. "' oo .c" V) :g >, ~ 0 1! " oo (!) .. " I~ X 0 ~ a: 0 ;3, E -l" 0 o-~ I!, -+' i;l (0 -~o I:!" 0. IO 0 () . () 0 J~ N-o .. " " > 5tl C: +' " "' G: .3 I EXPIRES [L I 0 1 Ul r L ~ " <Jl 2LF OF 30" CMP -----+,..,3~' ~ 120LF ¢48" CMP INFILTRATION STRUCTURE SEE DETAIL 1 00-107 ~ 0 8 ;' 0 -"' b 0 z --' '"'9 LOT 2 ''J" 0 C -... '..,. - ' I LOT 1 , u.· , 0 " ·' __ · 0 ~s1 i ~/'" '" / -,~ -o ' , ,.. I \ . ' LOT,,, 5 '"ii I ( i '"""' J ' J '""l NEW DRAINAGE CULVERT (2) 2-12"¢ CPEP (32') IE(IN)=249.50' IE(OUT)=249.25' --NEW CB RIM=251.60' IE(IN)=248.60' IE(OUT)=248.50' ii< "' "' LO "' b 0 z I I 'I •,; . ' •, ' ,., 0;~· --OHP----OHP----OHP -----OHP --D., 30' 20' 1 a· o 2s· 1 ·=30· -o· l l 0 NBB" 1 6' 14 "E I ,,, C\ ---L ~ NBB"16'14"E/,oo.45' ,.,,~ ,. £':J'' :)/'' .~ . .' -----l---NEW CB RIM=254.70' IE(OUT)=252.20' ,!." ;.:,,"2 J."' ,,2::;··,, .... ( N 0 ci 0 •,/ .····'' .' ' ·_'' l . ' C' l I I I _J _J ---t+ f-------+----------------f-+---t--------------------f--+--+--+--+--lf--+---/--------------------J---1------1----J---\---I CLIENT f-------t-----------------t--t--~-t--------------------1----t----f-----+--+-----ll---t----f--------~------------J--+---l---+--l------1 PROJECT P1 DEC05/06 SHORT PLAT SUBMITTAL No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D DRAWING No. REFERENCE DRAWINGS ISSUE / REVISIONS ISSUE / REVISIONS ~ FOUND MONUMENT AS NOTED 0 PK NAIL & WASHER AS NOTED 0 FOUND IRON PIPE AS NOTED q EXISTING UTILilY POLE C8J EXISTING CATCH BASIN 181 PROPOSED CATCH BASIN () PROPOSED STORM MAN HOLE @ EXISTING SANITARY SEWER MANHOLE * EXISTING FINlfHED FLOOR ELEVATION IIl EXISTING ELECTRIC METER X EXISTING SPOT ELEVATION IEl EXISTING WATER METER """·· ,,·.,,. @l EXISTING GAS 1 ,METER "" EXISTING WATER VALVE O EXIST!~~ ·;~~~~~ous TREE * EXISTING CONIFIR \TREE LEGEND ---it--- -------- -,, __ -,,-- ..,_--252'--.. ---~)H~·--- ---W--- ---s--- -0 0 - 1 · · · •· ' · · I :·. ·. "· r ~ .. · .. :··, .:._:: ~· EXISTING ASPHALT SURFACE \ EXISTING CULVERT LINE PROPOSED STORM LINE EXISTING BUILDING LINE EX ISTING ROAD CENTERLINE PROPOSED ROAD CENTERLINE EXISTING RIGHT OF WAY EXISTING BOUNDARY LINE PROPOSED BOUNDARY LINE PROPOSED BUILDING SETBACK LINE EXISTING EASEMENT LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED CONTOUR EXISTING DITCH CENTERLINE EXISTING OVERHEAD POWER EXISTING BURIED WATER LINE EXISTING BURIED SEWER LINE EXISTING WOOD FENCE EXISTING ROCKERY [·<•,:;.\J .. ' . ,'. ·. . EXISTING GRAVEL SURFACE PROPOSED ASPHALT SURFACE PRE[IMINARY DO NOT USE\FOR CONSTRUCTION Last Saved: Dec. 05/06 1:51am 2010 JONES AVE NE RENTON, WA 98056 GORDLEY SHORT PLAT CITY OF RENTON TITLE GORDLEY SHORT PLAT GRADING AND DRAINAGE DRAWING SCALE PROJECT NUMBER SHOWN 80000 DRAWING NUMBER 00-103 REV. P1 ... 0 0 I 0 0 I exP1Res ~ 0 ,i (!) z ~ x w (L I l [fl tJ L PUMP HOUSE INSTALL NEW SS PUMPING SYSTEM FOR 6 LOT LOAD FOR DISTRIBUTION TO SS LINE ON N.E. 20TH ST. (DETAILS TO COME) IE(IN N)=245.30'-------,i EXISTING R.O.W. 4 LOT 2 ·o w---flil ·-10 0 \ LOT,"'5 ,,, ' 0 ,, ,, I I I r/! I I~ --W,~""_a-S..:,.:"'··--rt.r'i:00::'.:',·11!,:c-] H:-~--NEW 1" WATER METER (TYP.) mr ! .-, LOT 1 7 •E' ' ~ C O 0\' g ~ "'b \· z ;: , IC~ 2-'o , -..=, ... '".. I . ,, ·\: 'I 'C, ,, I i N00'35'32"W 28.63' ·---------+-----__ ,.-_, N88'16'14"E 100.45' " ' ., ::.J" j_'(j ,u,- -~w-----Pil .-s-1-·-- NEW SS MANHOLE RIM=254.40' IE(OUT)=251.70' i _J I i I _ _J -"-s:---r,,,,=-,,:;:-=-~"':--1-\c~f,fy----NEW UTILITY (WATER SERVICE 6") . : •. : • ·~~~: , : , : . . . , ·;, ' 'W. ·::. ,·:· <: ·. , ·~H':°' :·~~~c (DETAILS TO COME) ti' w----w----w----,~ .. · .:,: ,. · t· .. N.E .. 2.0TH, \rT,:, ··:: ·\ · 1.i..,.;."·"""···,,....·---t ·---t-------,vf----t+ 44)..,._ ___ t-----t-----t----.:c-·:c:-.:.: ~ (. :.,·),.\:.; :·,,~: )>\r :· :· .. : '.·~;~~>.· : • ::..· ~ ~,~L.o;;, , .... ~~:,,. ':n1L ... ~~-· O;--OHP-----OHP'-----OHP-----OHP---0_ EXISTING R.O.W. 30' 20· 1 o' o 25' LL ,-:Ad kl LI LM(iiiil,JJJ h;,1,.J tN-4 1"=30'-o" P1 DEC05/06 SHORT PLAT SUBMITTAL No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D DRAWING No. REFERENCE DRAWINGS ISSUE / REVISIONS ISSUE / REVISIONS -------~~~-~-~~-~''I, 1,, I,<, ' ' LEGEND • FOUND MONUMENT AS NOTED l8/ PK NAIL & WASHER AS NOTED 0 FOUND IRON PIPE AS NOTED D_, EXISTING UTILITY POLE IS) EXISTING CATCH BASIN ~ PROPOSED WATER METER 0 PROPOSED FIRE HYDRANT 0 PROPOSED SEWER MAN HOLE ® EXISTING SANITARY SEWER MANHOLE * EXISTING FINISHED FLOOR ELEVATION [i'J EXISTING ELECTRIC METER X EXISTING SPOT ELEVATION [El EXISTING WATER METER @J EXISTING GAS METER .. EXISTING WATER VALVE 0 EXISTING DECIDUOUS TREE * EXISTING CONIFIR TREE ' ' ""'" ""'""'"'"'"""')'>': ---<t--- -----·-- _,, __ ,,_ ---'.lHP--- ---W--- -------w------ ---s --- -·-·-S-·-·- -o--o- c:=i.::.JCJC=:-.cm.L:lJ____I___J EXISTING, CULVERT LINE EXISTING, BUILDING LINE EXISTING ROAD CENTERLINE PROPOSED ROAD CENTERLINE EXISTING RIGHT OF WAY EXISTING ; BOUNDARY LINE PROPOSED BOUNDARY LINE ' EXISTING DITCH CENTERLINE EXISTING: EASEMENT LINE EXISTING MAJOR CONTOUR EXISTING, MINOR CONTOUR EXISTING, OVERHEAD POWER EXISTING' BURIED WATER LINE I PROPOSED BURIED WATER LINE EXISTING: BURIED SEWER LINE PROPOSED BURIED SEWER LINE EXISTING, WOOD FENCE EXISTING ROCKERY ~I ·-"---'-'-',-""<=>c...:'I EXISTING ASPHALT SURFACE CLIENT PROJECT r: ··:· ... :' ;,'. '. :1 EXISTING GRAVEL SURFACE PROPOSED ASPHALT SURFACE ' ' PRELIMINARY ' DO NOT USE FOR CONSTRUCTION Last Saved: Dec. 05/06 2: 15am 2010 JONES AVE NE RENTON, WA 98056 GORDLEY SHORT PLAT WATER NOTES: 1. APPLICATION FOR A NEW METERED WATER SERVICE AND ALL FEES PAID, IS REQUIRED 60 TO 90 DAYS BEFORE SERVICE WILL BE AVAILABLE. OWNER WILL NEED WATER AVAILABILITY CERTIFICATE; AND LEGAL DESCRIPTION OF PROPERTY. 2. ALL WATER SERVICE PIPING ON PROPERTY MUST BE INSPECTED PRIOR TO BACKFILLING TRENCH. 3. FOR INFORMATION AND INSPECTION, PHONE CITY OF RENTON WATER SERVICE UTILITY NOTES: 1. REFER TO DRAWING 00-103 FOR GENERAL SEWER AND DRAINAGE NOTES. 2. A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENfyER CONSTRUCTION IS IN PROGRESS. 3. THE STORM DRAINIAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED DRAINIAGE CONTROL PLAN ON FILE WITH CITY OF RENTONAND IN THE APPROVED BUILDING BUILDING PERMIT PLAN SET. ANY DEVIATION FROM THE APPROVED PLANS MAY REQUIRE WRITIEN APPROVAL FROM THE CITY OF RENTON. 4. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO CONSTRUCTION OF IMPERVIOUS SURFACING UNLESS OTHERWISE APPROVED BY CITY OF RENTON. ' . 5. ALL ROOF RUN-OFF MUST BE CONNECTED TO THE DETENTION SYSTEM. IF. NO CATCH BASIN IS USED ALL LINES MUST HAVE A P-TRAP INSTALLED UPSTREAM OF THE DETENTION SYSTEM. 6. ALL CLEANOUTS TO BE INSTALLED PER CITY OF RENTON STANDARDS 7. FOOTING DRAIN PIPE TO BE SEWER GRADE SCH. 80 PVC INSTALLED WITH PERFORATIONS DOWN AND 2" MINIMUM BENDING BELOW PIPE. ' CITY OF RENTON TITLE GORDLEY SHORT PLAT UTILITY PLAN DRAWING SCALE PROJECT NUMBER SHOWN 80000 cnv of' RENTON NG DEC U 5 2006 RECEIVED DRAWING NUMBER REV. 00-104 P1 8 I 0 0 -I 0 0 I 0 0 0 0 ~ ~ ~ 0 c.. t:'. (D oo .c'-. en ,,., 0 >, ~o "E " oo C) .. I~ -X 0 ~ CL 0 ~E -l': 0 0N ~ ":I: " ...., ~ <D ·~O o, LC!) c.. 0 (.) . (.) " ~~ N "O .. " " > §<)1 C +-' " "' ~_g I EXPIRES U) Q. 3 I 0 ti' 1 3 s: q 'ti' a:: C) z ;:: SQ X w L I -=b ~ ' [J i ./ i,:; D / sf' " a, +50 - / / "\. \',) \, ' LOT\3 .-··-·· ', ',\ N + 0 0 w Z· ~i ~- ~i ;\)} \-,,\ 11 I 1i~ / LOT 4 \ 1 ·' '.}I I\) ·, ''··. ~++-.j.._j +\ (JI 0 . -··-·· '·'• . 12' -0" 2% LOl/:5 ' ~ t 1>._,>, N ' b ·~ o. ' ' ··-· -··-··-·-·· " ,, ., 48'-0" 12· -0" ' EDGE OF ~ NEW CURB ~ 0 <( FLOW r LINE EXISTING STREET STREET SLOPE 2% ----- 12· -0" 12' -0" 2% STREET SLOPE 2% .,,,.__ ----... ' .. 4" COMPACTED DEPTH CLASS B ASPHALT 2 LIFTS REQUIRED 6" CRUSHED SURFACING TOP COURSE 5" GRAVEL BORROW TYPICAL ROADWAY SECTION 3/16"= 1 '-o· ( · · IN00·35'32·w L 2s.63' __ ! •0 '\ NBB' 16' 14"E 100.45' LOT 6 + I --··--·· ~ i 0 - ~ ( L[, "· i '\ C' w •Z i~ -~ i~ ~ l81 0 °' IS] @ * if] X IE] @] ... NOTES: 1. COMPACTION TESTS ON SUBGRADE AND TOP OF ROCK WILL BE REQUIRED. THE NUMBER OF TESTS SHALL BE AT THE DISCRETION OF THE CITY INSPECTOR. ALL TESTING SHALL BE THROUGH A LICENSED TESTING LABORATORY. THE MINIMUM COMPACTION SHALL BE 95% OF MAXIMUM DENSITY ON BOTH SUBGRADE AND TOP OF ROCK. 2. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, MONUMENTS CASES, VALVE BOXES, ECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER. LEGEND FOUND MONUMENT AS NOTED PK NAIL & WASHER AS NOTED FOUND IRON PIPE AS NOTED ---tt.--- EXISTING UTILITY POLE -------- EXISTING CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING FINISHED FLOOR ELEVATION --··- EXISTING ELECTRIC METER --··- EXISTING SPOT ELEVATION EXISTING WATER METER EXISTING GAS METER EXISTING WATER VALVE 0 EXISTING DECIDUOUS TREE * EXISTING CONIFIR TREE ---w--- ---s--- -o---o- =====~ EXISTING CULVERT LINE EXISTING BUILDING LINE EXISTING ROAD CENTERLINE PROPOSED ROAD CENTERLINE EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY EXISTING BOUNDARY LINE PROPOSED BOUNDARY LINE EXISTING DITCH CENTERLINE EXISTING EASEMENT LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING OVERHEAD POWER EXISTING BURIED WATER LINE EXISTING BURIED SEWER LINE EXISTING WOOD FENCE EXISTING ROCKERY ~ 0 0 -"' 'o. I ) NB8'16'14"E .. 226.47 1~=,~1 / EXISTING ASPHALT SURFACE r b 0 z 0+50 EXISTING R.O.W. Q:--OHP-----OHP '\ i ), I I LOT 2 ,. ·., -----10HP-----OHP--U. EXISTING R.O.W. 30' 20· 10' 0 1 "=30'-0" 25' I I I ' PRELIMINARY DO NOT USE FOR CONSTRUCTION Last Saved: Dec. 05/06 7:42am 262.00 261.00 260.00 259.00 258.00 257.00 256.00 255.00 254.00 253.00 252.00 251.00 250.00 249.00 248.00 247.00 ~---- --~~. t-,.. • 0---'-,.:.;·-~~ ~ ',~ '~ -·· ~ ....... ......... ~ . -... "'-/\ ..... w ....... E' ISTING GRADE AT PROPOSED CURB ·-----· .. - - -- EXISTING <t OF c.<-....\ ·-~--~ \ -. .!' ,, ---- . EXISTING GRAVEL SURFACE 'PROPOSED ASPHALT SURFACE '· -~---- ,.,_, ·- ·--- ------· STATE STREET PROPOSED . . FLOW LINE, -\ ---:: ·-~ .. -:.. -: ---~·· :-.. .. .. -.. .. ----,~---~-- ---?°"" ----\ .,------.. --.. LINE~ ::I--· STORM ~----..... __ --------·-· OP OF CURB - - i-::::--•• L-:-_:.. .. -------- :..---;:--v.i c-- -·-- .. . ---------·-------------·- '- -~.--· --------\- WATER LINE ...I ---······-----··· .-··-·· "l-----~~-- ---------- 262.00 261.00 260.00 259.00 258.00 257.00 256.00 255.00 254.00 253.00 252.00 251.00 250.00 249.00 248.00 247.00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 CUENT ROAD PROFILE HORIZ. 1 :=4\)' VERT. 1 =4 1-------l----------------+--t----t--------------------+---+---+---+--+--+----+-----+-------------------+---+---+---+---+----I 2010 JONES AVE NE RENTON, WA 98056 CITY OF RENTON 1----------1-----------------t---j---+--------·---------------j----j--f----j----f----t--J-----j-----------------------t----i---t-----j--f----j PROJECT P1 DEC05/06 SHORT PLAT SUBMITIAL No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D DRAWING No. REFERENCE DRAWINGS ISSUE / REVISIONS ISSUE / REVISIONS GORDLEY SHORT PLAT TITLE GORDLEY SHORT PLAT ROAD PLAN AND PROFILE DRAWING SCALE PROJECT NUMBER SHOWN 80000 DRAWING NUMBER REV, 00-105 P1 CD 0 0 I 0 0 ~ u <O 0 ~ I 0 0 I 0 0 ! ~ u ,:;; 0 a: t'. "' oo .c '- V) "' 0 "' " . -0 "E " 0 Cl 0 .. 1j X 0 x-x"- 0 ~E t: 0 a "° 3: '!l "' 11 CD ·~Cl 0'. ~ U1 "-D 80 3: " -:. Cl N .. -0 .. " " > E o o en C +' " (/J ~_g I EXPIRES [1- I 0 l 3' e ~ ci '"' (>'. 0 z iii x w L ~1 I 8 8 EXISTING SHED °'&-: EXISTING LOT """;1 r·- o· "' ~ "' <O "' LOT 3 EXISTING BRIDGE LOT 2 10" ~·. 9'( TREES BORDERING DRAINAGE DITCH TO REMAIN (PROTECTION TO BE IMPLEMENTED PRIOR TO CONSTRUCTION) 64.75' LOT 4 75.50' LOT 5 @ N00'35'32"W 28.63' -...,___ EXISTING BUILDING STRUCTURES TO REMAIN N88' 16' 14"E 100.45' ~~~~~t=~==-::==1 --t~r-TREES BORDERING ADJACENT PROPERTY TO REMAIN ..,J cc .. ;.·,, ~G ·· 5.45• ·1 (PROTECTION TO BE IMPLEMENTED PRIOR TO CONSTRUCTION) LOT 6 "' 0 N g ~ ~ 0 ~ N ' "' . in "' b 0 z ··r ' ' 1 l • FOUND MONUMENT AS NOTED :: I,' " • ~4.2_-,_6'~_,;;;~'=t"~---TREES BORDERING DRAINAGE DITCH TO REMAIN· (PROTECTION TO BE IMPLEMENTED PRIOR TO CONSTRUCTION) l8l PK NAIL & WASHER AS NOTED 0 -•" . "q EXISTING R.O.W. ···o: .. . -1 ,-," -~ "' "' in "' b N· o "' z 0;--0HP-----OHP-----OHP-----OHP--~ EXISTING R.O.W. 30· 20· 1 o· o 25· Lt·,,.,,j J.I H li.---fo11kd L!] L-d 1 "=301 -0" ___ J __ J --tt.+ 8 FOUND IRON PIPE AS NOTED 'Q EXISTING UTILITY POLE r8l EXISTING CATCH BASIN ® EXISTING SANITARY SEWER MANHOLE * EXISTING FINISHED FLOOR ELEVATION If] EXISTING ELECTRIC METER X EXISTING SPOT ELEVATION [El EXISTING WATER METER I]] EXISTING GAS METER ..., EXISTING WATER VALVE ~EXISTING DECIDUOUS TREE \.hd)To REMAIN ,,-~ EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFIR TREE h'i"1"'.TQ BE REMOVED CLIENT PRELIMINARY DO NOT USE FOR CONSTRUCTION Last Saved: Dec. 05/06 7:54am 2010 JONES AVE NE RENTON, WA 98056 1---------+-----'------------t---i----t----------------------+--f----+-----+-----+-----l-~------1---------------------+------t------l--+----t-----l PROJECT LEGEND ---ct--- -------- -··-- --··- ---------- ---:)H~·--- ---W--- ---s--- EXISTING CULVERT LINE EXISTING BUILDING LINE EXISTING ROAD CENTERLINE PROPOSED ROAD CENTERLINE EXISTING RIGHT OF WAY EXISTING BOUNDARY LINE PROPOSED BOUNDARY LINE EXISTING DITCH CENTERLINE EXISTING EASEMENT LINE EXISTING OVERHEAD POWER EXISTING BURIED WATER LINE EXISTING BURIED SEWER LINE -D ---D -EXISTING WOOD FENCE EXISTING ROCKERY 1 ··· . · ·. •,. · · • · · ·1 :-' , • .:.. ,, :...'' : .:--< : • .'·: .: ' EXISTING ASPHALT SURFACE EXISTING GRAVEL SURFACE PROPOSED ASPHALT SURFACE CITY OF RENTON TITLE GORDLEY SHORT PLAT LANDSCAPE PLAN P1 DEC05/06 SHORT PLAT SUBMITTAL GORDLEY SHORT PLAT DRAWING SCALE PROJECT NUMBER No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D No. DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D DRAWING No. REFERENCE DRAWINGS ISSUE / REVISIONS ISSUE / REVISIONS SHOWN 80000 DRAWING NUMBER REV. 00-106 P1 I EXPIRES FIRE HYDRANT SEE NOTE 1 ' ' N st 18" TO 20" BEHIND BACK OF CURB . 2 PIECE CAST IRON VALVE BOX W/ LUG TYPE COVER SEE NOTE 2 RAISED PAVEMENT MARKER TYPE 88 AS STIMSONITE TWO-WAY BLUE w ~ 9 Cl ..J w ii: HYDRANT BARREL. ¢ 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIANT SEAL CONCRETE BLOCKING l-111- CONCRETE 1==1 BLOCKING ---lfl-11t,.,.a-~q--J1aaaaa~"'"""1H1ilt-+-ttt-l<>-l --+---lt-0t-,:,. ·. · -111= ,-111 11 ' . 11· 1-111 -=111 111=- :::111 I MAIN LINE TEE W/¢ 6" 1-111 4 • FLANGE SIDE OUTLET . 111 I FIELD LOCATE ¢6" DUCTILE IRON PIPE, 11-111 CLASS 52 CEMENT LINED, 111 11 LENGHT TO FIT 2r.,• ~ -'7---';']>4--,-,..,..,.-,-"77=;,,---COR-TENSTEEL TIE RODS ' I 1---'-I -111==111==1 ~ cu. YD. WASHED DRAIN ROCK (3" TO :X.") --;--i "' -TT[ n,-MIN. 1 FT. ABOVE BOOT FLANGE. PLACE 16x8x4" MIN. CONCRETE 8 MIL POLYETHYLENE FILM AROUND BLOCK UNDER HYDRANT TOP AND SIDES OF GRAVEL GALVANIZED · STEEL STEPS. OR LADDER 11> 12" SD FIRE HYDRANT DETAIL N.T.S. • ~ ' . • ' .; ., 4 4 • . . 4 . . ... • 30" CMP PIPE '. .; ·, . • FRAME AND ROAD SOLID COVER MARKED "DRAIN" W/LOCKING BOLTS RIM ELEV.=253.00 MH ¢ 54" 48" CMP 12 GA. DETENTION PIPE 0000000000,;,oooo,;,,;,,;,,;,uoooooooooocoo o,;,o,;,cococoocccoooococcoooooooooou 00 0 0 O O,:, 0 00 i:>O O Ooo O O O<> 00 00 000 OQO C Q Q occooocoooococoooc<><>OCOOoocoocooo ooaooocoococooooooooooooooooooooo 00 00 000 0 0 0000 0 0 0 0000 00 00 0 000 0 0 0 00 0 Q 00 000 0 0 00000 0 0 0 000 00 00 0 0000 CO 00 00 QO O QO O O 0000 0 O O O COO O O 00 O o Oo o O o oo O O 00 O 00 O o 0¢0 ¢¢ O o ¢ 000 00 O C Q O O o C 00 CO ococoococoooooooooooooocooooooooo 0 0 00 000 0 0 ocoo O O O O 000 0 0 00 0 000 0 0 0 00 0 O 00 0 00 0 C 0000 0 O Q QC 00 00 000 0 00 o O C 00 o o 00 0 QO O O 0000 0 0 0 0 000 Oo 00 0 0 0 00 0 0 00 0 0 0 0 DO O O O O O 0,0 0 0 0 0 0 0 CC O COO ODO CC O C 0 OQ 00 000 0 0 0000 DO O O 000 00 00 0 0 0 00 CO 00 0 0 00 0 00 0 0000 00 0 0 0 000 0 COO O O O 00 CO 00 0.5% NOTES 1. FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929: .MUELLER SUPER CENTURION 200, AND WATEROUS PACER W/ 6" MECHANICAL .JOINT INLET W/LUGS. ~· MAIN VALVE OPENING. (2) Zl!z" HOSE CONNECTIONS, NATIONAL STANDARD THREADS, (1) 4" PUMPER CONNECTION, CITY OF SEATILE THREADS W/A STORZ ADAPTOR, 4.875" SEATILE THREAD x 5" STORZ, ATIACHED WITH )(, " STEEL CABLE. 1~" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE 2. PAINTED W/ (2) COATS OF PAINT, KELLY-MOORE/PRESERVATIVE PAINT NO. 5780-563 DTM ACRLIC GLOSS SAFTEY YELLOW OR APPROVED ·EQUAL PUMPER TO FACE ROADWAY OR AS DIRECTED SY RE:NTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQD. VALVE BOX EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION W/ REGULAR SASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQD. DETENTION STRUCTURE END PLATE ~ERERATED: f;lOLES i2I ~· ·@ 1~· o.c . 0 0 C, C, 0 O O O O O O O O O O O O <> 0 0 0 0 0 0 0 0 0 0 lo O O O 11-----~ 00 O <)O O O O 00 00 00 <> 0 0 00 000 0 OOQ 00 OQ O 00 00000000000000000,.ooooooo-00<>00090 O O O O O 000 00 ooo O O 00 000 0 0 00 c,C, 00 0 00 0 oO O O o OQO 00 000 0 0 <>O 000 0 0 00 0 0 00 0 QO O 00 O 00 00 000 11000 000 ""'" 0 0 00 0 0 O O O O <>0 C GOO O O 000 oe 0000 000 0 00 0 II 00 00 0 0 0 0 0 0 0 000 0 0 000 00 QC 00 000 0 00 0 0 00 00 0 0 0 0 0 0 0 0000 0 000 00 00 00 00 0 0 GOO O 00 0 0 0 0 0 0 00 <> 0000 O ooo oo ooO O 000 0 00 0 0 00 0 COO CO C 0 O O 00 o o O o O 00 0000 000 0 00 0 coo O O O 00 0 Q 0 o ooo o o o oo oo ,:,oo o o oo ooo o o <><><>CO<> COO 0 0 <>O O O O 00 0 00 0 00 0 000 00 00 000 00 0 0 0 0 0 0 0 Oo O O O 00000 0 00 0 000 0 000 <>OO O O 00 00 O<> <><>CC CO 0000 CC 00 0 000 00 0 0 0 00 00 0 0 0 0 QO O O C coo Oo 00 O C 00 0 000 0 0 0 0 0 00 0 0 0 0 0 00 0 0.5% • 0 I N INLIET INVERT ELEV.=248.10 DETENTION STRUCTURE END PLATE DETENTIION PIPE INVERT ELEV.=247.00 .a .. . . ,/ .. "<# : . ,I • ',; No. DRAWING No. REFERENCE DRAWINGS ... ... • FLOW CONTROL OUTLET INVERT ELEV.=247.60 DETENTION AND FLOW CONTROL STRUCTURE SECTION 1 120'-o" N.T.S. 00-103 P1 DEC05/06 SHORT PLAT SUBMITIAL DATE DESCRIPTION DRAWN CHK'D DESIGN CHK'D APP'D No. DATE ISSUE / REVISIONS DESCRIPTION ISSUE / REVISIONS NOTES MODERATELY COMPACTED NATIVE EARTH FINISH GRADE I . ¢48" DET. PIPE 7'-6" SECTION EB 1. ALL METAL PART SHALL BE CORROSIONS RESISTANT. STEEL PARTS GALVANIZED & ASPHALT COATED (TREATMENT 1 OR BETIER). 2. PROVIDE WATER STOPS AT ALL CAST-IN-PLACE CONSTRUCTION JOINTS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEMS DETANTION PIPE SHALL BE CMP 12 GUAGE. 3. ANNUAL INSPECTIONS AND CLEANING REQUIRED BY OWNER TO ENSURE 4. PROPER OPERATION OF DETENTION SYSTEM. CLIENT DRAWN CHK'D DESIGN CHK'D APP'D 2010 JONES AVE NE RENTON, WA 98056 GORDLEY SHORT PLAT . I ' <O 0::: w • > oo I o N • z ::; PEA GRAVEL (OR EQUAL) • <O crrv OF RENTON TITLE GORDLEY SHORT PLAT DETAIL SHEET DRAWING SCALE PROJECT NUMBER NONE 80000 DEVELOPM,,Ni C/ly OF R~~~~N/,\JG DECO 5 2006 DRAWi .. /Jf; Y!IBEW!'::JM REV. 00-107 P1 CITY OF RENTON HORIZGOWR4~~ POINT NO. 334 ---------10/09/2006 FOUND BRASS NAIL IN CONG AT SURFACE N= 1.901.30. 54' E= 1.303585.35' SANITARY SEWER MANHOLE RIM ELEV. 256.27' IE 12" PVC N 246.27' IE 12 " PVC S 246.37 ' IE 8 " PVC SE 246.37 ' NOTE : ACTUAL LOCATION OF MANHOLE rs NORTH 94' FROM HERE IE 18" CONC S 26q,2J' I ANITARY SEWER MANHOL IM ELEV. 272 .62 ' E 1.2 " PVC N 260.42' E 8 " CONG SE 260.52' 18" CONC N 212.13' a R-0-W ~~~ SANITARY SEWER MANHOLE ~ t3 RIM ELEV . 277.15 ' lU IE 12 " PVC NW 264 . 05 ' ~ 0 IE 8 " PVC SE 263 . 55 ' ~ CITY Of RENl'ON &l 0 IT) " (T) ~B 0 0 BENCH MARK NO. RENrl839 1.0/09/2006 FOUND COPPER PIN IN CONG INCASED ELEV. ON PIN= 279.16' BEARING MERIDIAN: PER CITY OF RENTON SHORT PLAT NO . SHPL-060-87, RECORDED UNDER RECORDING NUMBER 8805099006. RECORDS OF KING COUNT~ WASHINGTON. A BEARING OF N00"31'00"W ON MONUMENTED CENTERLINE OF JONES AVE N. E .. GRAPHIC SCALE 11-~:,11-11,;";;;;JJ---1 --I 0 30 1 "= 30 ' 60 IE 24" CONC N 265.65' ?c: I a I 0: L CITY OF RENTON HORIZCONTROL POINT NO. 1839 1.0/09/2006 FOUND COPPER PIN IN CONC INCASED . N= 1.8891.4 .85 ' E= 1303563.82' R-0-W 10/09/2006 FND . REBAR & CAP 0 .4' E. UNDER RR TIE "DID NOT ACCEPT" ELEV .=262.9' a_-- SANITARY SEWER MANHOLE RIM ELEV. 262 .59' IE B" PVC NW 254.69' IE 12" PVC E 254.59' GORDLEY SHORT PLAT VOL./PAGE C/7Y OF RENTON SHORT PLAT SE 1/4 OF THE NE 1/4 OF SEC. 5, TWP. 23N ., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY WASHINGTON NO. VERTICAL l)ATUM: (VISITED 10-09-2006) CfTY OF RENTON BENCH MARK NO. RENT1839 LNDNO. LUA NO. (NAVO 1988) "SEE MAP FOR DETAILED INFORMATION" ELEVATION ON COPPER PIN = 279. 1.6' .'I. (of/,, '\ ~ X 'I, ,p .~ (of/,, ~ '\ <::) X X r!-J 4' (of>) re, '?; 0 I\ X (of/,, '?; '?> X (o'I,, ~ 10 • 0 .'? "I,,~~'.? •. !: e,• . c; o• 7• t,• 0 . IT) 0 ~ T1 10 /09/2006 FND. 2 " IRON PIPE .. MARKED BELL " AT PROPERTY CORNER "HELO" ELEV . =253. 5' 15' WIDE INGRESS ANO EGRESS EASEMENT f>) X lb" ro"> '\ '?; • 0 (ot). re, 'I). <o X • (ot). ro"> .'I,, ~ ~ (t)~ ~ <::) fr>. '? rt> X (ot). '?; I\ X ~J '?; (t)<o X '?; .C'> (ot). ~ ~ X (<}' q; <::) . (\J Q Q Q .... .. ' . . . 'I,, ---~ "(;. 4 · '\· .. : ..,. !o '.d' 'l,,V) -~~ '\ !o ; . rt> ... · .. ~ 4 . . -:~ .. re.··. ... : . Ji NBB ·1.6' 14 "E C'i I 226.47''\ (t)~· re, 10/09/2006 FND. REBAR & CAP "LS # 17663" . •·: ~<o '!,;,:: 10/09/200 ,t,"1 .. '.i FND. REBAR & CAP 1.0/09/2006 FND. REBAR & CAP 0.2' W. OF PROPERTY CORNER "HELD" ELEV.=252.4' ON LINE "HELD " ELEV.=254.9' " LS # 1.7663 " . AT PROPERTY CORNER "HELD" ELEV.=256.2' x<::'> 'l,,~<o . LEGEND ~ FOUND MONUMENT AS NOTED -----CUL VERT LINE ----- 'tiJ FIRE HYDRANT BUILDING LINE © FOUND REBAR & CAP AS NOTED tt CENTERLINE OF ROAD 0 FOUND IRON PIPE AS NOTED :tt:-OVERHEAD WIRES Q_ UTILITY POLE ROCKERY . 181 YARD DRAIN -a--o-WOOD FENCE ® SANITARY SEWER MANHOLE w BURIED WATER LINE * FINISHED FLOOR ELEVATION s BURIED SEWER LINE lg ELECTRIC METER CONG CONCRETE X SPOT ELEVATION R-0-W RIGHT-OF -WAY [!I WATER METER ( ) RECORD III GAS METER ~ DECIDUOUS TREE (NOT SHOWN TO SCALE) .., WATER VAL VE r, •::;,,.-:j ASPHALT SURFACE TRUNK DIA SHOWN IN INCHES. ~ RET. WALL * CONIFIR TREE (NOT SHOWN TO SCALE) fi ··,~~~ GRAVEL SURFACE TRUNK DIA SHOWN IN INCHES. R-0-W . J OGE OF GRAVEL IO/o<f/2006 FOUND MON IN CASE 1039.24' CALC'O -----t-----t-----t 1325. 79• MEAS. (1325. 79' SHPL-060-87) -v1-t--~ • ens1ons 2010JONESAVENE RENTON, WA. 98056 6210 FAIRWAY PLACE S.E. sw 1/4 OF NE 1/4, s._2_ r._.?.J/j_ R._QE SNOQUALMIE, WA. 98065 PHONE (425) 458-4488 FAX (206) 686-2950 OWN. BY D.A.H. CHKD. BY K.B.G . DATE 10-23-2006 SCALE 1 "=30' JOB NO. SION 6309 SHEET 2 OF 2