Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutLarge Format+' L o .<: (f) w L <>: z e-u w -, o n:: D- >, L o C .~ Qj L D- :J C C o 7 +' o D- ~ L o .<: (f) >, L o .<:; .~ Q) L 7 +' o 7 Cl 3= o /' ~ o ? D- (f) :J C C o D- o E .'= z I -<t ~ I o t") o /' -<t o C'-J /' D- w Q o u w .... -LL. !;:c .... CI. t:1 o ::c U'l I ::> z z <C CI. VICINITY MAP NTS GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITH OUT THE BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS MAY EXIST ON THE PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3·SECOND LEICA VIVA TS15 SMART POLE TOTAL STATIONIRTK GPS. 3. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332·130·090. SURVEY WAS COMPLETED BY A FIELD TRAVERSE. 4. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN OCTOBER 2014 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 5. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS, UTILITY LOCATES BY THIRD PARTIES, AND AS-BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 6. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 7. CONTOURS SHOWN ARE BASED ON A FIELD SURVEY. 8. TREE IDENTIFICATION WAS PERFORMED BY SURVEY FIELD PERSONNEL AND SHOULD BE CONSIDERED A BEST GUESS. AN ARBORIST SHOULD BE RELIED UPON FOR MORE ACCURATE AND DETAILED IDENTIFICATION OF TREE SPECIES AND HEALTH. BASIS OF BEARINGS PER NAP 1983 USING THE LOCATION OF MONUMENTS 1160 AND 230 AS PUBLISHED BY THE CITY OF RENTON ACCEPTED THE BEARING OF S 89'58'07' E FOR THE SOUTH LINE OF THE SW 114,SE 114, SEC 19, TWP 23N, RNG 05E, W.M.150TH PLACE BASED ON FOUND MONUMENTS IN CASE. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE BASED ON CITY OF RENTON BENCH MARK 476, A CONCRETE MONUMENT WI BRASS DISK, SET 0.1' BELOW GRADE. LOCATED 15' EAST OF THE INTERSECTIONS OF SHADUCKAVE AND S 15TH ST. ELEV.: 132.838 (NAVD 88) 2.0' CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 112 THE CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT. LEGAL DESCRIPTION PARCEL A: THE WEST 75 FEET OF THE EAST 185 FEET OF TRACT 80, PLAT NO.2, RENTON CO-OPERATIVE COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: THE WEST 115 FEET OF TRACT 80, PLAT NO.2, RENTON CO·OPERATIVE COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS. PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. CIrY 01' RE'lTON Approved by: ______ _ Dall! ___ _ D:lli!' Apptovedhy: _____________ ~_ D:u:: . _______ " CONSULTING Survey -Civil -Structural I ! I i \ , , \ \ I ! 1 , , , I \ I , i j 5628 A[rport Way 5 Suite 144 Seattle, WA 98108 P (206) 420-7130 F (206) 457 -4469 plogconsulting.com ©PLOG PC :?OI~ A_L RIGH IS ' r , " ) ! i I .\ \ W 1/2, SW 1/4, SEC 2, TWP 24Nr RNG SE, W.M. SIDHU SHORT PLAT \ , , J I J r 500' NEIGHBORHOOD RADIUS " " 1 \ I I I J REVISION 1 1 , 'I , I ,. l , " \ I. I ,. '. , \ \ SITE H< GiDg (1ll?41 1~ ;;!ila .. U,l ;':11 :1{} 1 "?;,)} '3:!.j~ G~~ "'.lEI !tt*t!: ,~.;'lf:~ \,n~K !J=11~ .J,t:.:J@ (A);;0 'U~J.!jt ;:UJJ:i NEIGHBORHOOD MAP 1"=100' AMS CHECKED: MXP BY APPR APPROVED: MXP o i');~,'}it 0.f1'j[} ~ 1!lif 'ft\1~i} £ ~!}M~ ONE INCH o ~U]:£, t~,;i~U AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY \ , 1 'I , I \ , 11i[!!.~ t '[ .,_ ('J'1, };,~ j2-~t 1L~~~ WL~ VERTICAL: NAVD 1988 HORIZONTAl! NAD 1983/1991 ~"'. " :"\C:SP F..t;niJi;3 ::., 1., };:!t, CITY OF RENTON Planning/Building/Publi.c Works Dept. N w E PROJECT INFORMATION SURVEYOR: PROPERTY OWNER: TAX PARCEL NUMBER: ZONING: PARCEL AREA: PLOG CONSULTING, PC. 5628 AIRPORT WAY S. SUITE 144 SEADLE, WA 98108 PH.: (206) 420·7130 HARMINDER SIDHU 223 S 19TH ST RENTON, WA 722200·0512 & 722200·0511 R-8 PARCEL A: 11,250 SF PARCEL B: 17,250 S.F. AS SURVEYED f<EC£\\f ED SUI.. 'l> I) ?QI.S SHEET INDEX 1. COVER SHEET 2. BOUNDARY SURVEY 3. BOUNDARY AND TOPOGRAPHIC SURVEY 4. EROSION CONTROL PLAN 5. EROSION CONTROL DETAILS 6. PROPOSED SHORT PLAT LAYOUT & TREE REMOVAURETENTION PLAN 7. ROAD, LANDSCAPE AND GRADING PLAN 8. DRAINAGE AND UTILITY PLAN 9. PROFILES 10. NOTES AND DETAILS 11. NOTESANDDETAILS SIDHU SHORT PLAT 6/25/2015 223 S 19TH STREET, RENTON, WA 98055 PAGE: COVER SHEET 1 A-NNNNA w " « z w ~ GO -T 0 N w L « z c- O W -0 o 0:: 0- '" ~ ~ N 0> " CO a I a t'l °1 ~ 0 0- ~ ~ 0 -<:: (f) >, ~ 0 ,~ E (J) ~ 0- ::J C C 0 0- ./ +' 0 0- +' ~ 0 -<:: (f) >, ~ 0 c E ""iii ~ 0- ./ ~ 0 0- ./ C5 s: 0 ./ '> C ? 0- (f) ::J C C 0 0- 0 E ~ z I -T ~ I ° t'l ° ./ '" 0 N ./ 0- w C o U w ..... -L&. S Il. t;:1 o :::c "" ::) Z z <C Il. I 13+ . 9 13+00.00 SOUTH 1/4 CORNER OF SEC 1 PER PLAT OF VALLEY VUE ESl AF /I 199803021059 CITY OF RENTON CONTROL MOl HFI D FOR DIRFCTION -_._---_ ... _---------- CITY OF RerrON Appf(m:d:tly: _____ _ Dat e: __ _ Approvoo by: _'_~ __ " D~v::_, __ DlOte: CONSULTING Dirte: ___ "_"_ Survey -Civil -Structural 589' '33"E 1345.97' \<i --"'" -~~~~FO=U~N~D~C=O=N~CR=E~TE~M~O~N~UM~E~N~T~~~~~~~=-~~=-~~~~~~~~~~=-~~~=======-~-==-~~==========~~~=-~------~S:8:9'~4~6~'~3:8"~E~~~1~34~6~.1~9t 9~6' 3er-E-13-46-.19' f (;U~N~~ U~ ::.~(; 'I~-:./.)--o H OF VAWEY VUE EST A TES AF(J199803021059 N59" 53' 51"E 1.3' \ I I 1 I I ~ IN CASE 0.22' SOUTH OF CALCULATED NORTH QUARTER SECTION UNE \ AT INTERSECTION OF S 15TH ST \,-NO LAKE AVE S \ \ \ \ \ \ \ I I \ I I \ \ \ \ \ \ \ \ \ \ I I \ I \----------------~\------\ I \ I \ I I \ I PER PLAT OF RENTON CO-OPERATIVE COAL ~ COAL COMPANY ACRE I I \ \~ \ ~ rn Ill> I I \ I I L S 19TH ST \ \ \ \ \ \ \ 580' 37' 48"E 1.42' I~ Lri I~ I,w ~~ FOUND CONCREllE MONUMI IN CASE 1.42' FROM CALC 16TH CORNER, CITY OF RE CONTROL MON fI4 76 N w SRAPHI~ S~ALE If W liNCH = 30 Fl. E in I", ;::;1 '" ... .... <0 .. '" l!l ==1 W , . .... .... '" I ." "': TRACTS N1' 27' 27"E 1.44'~9' 49' ~G60'74' =-_-= __ -==,-_= __ ==--== __ -.L 5-8-9-' -52-'-2-1·-E-6-7-7.05~g. 5Z.'2D-E 661. ' - -- ---0l~/-'---------- - -=~==-==-=-- - - PER PLAT, OF. ,RENTON , CO.,.OPERATIVE COAL c6Al!~COMPANY ACRE II~ ~ " ~ '" TRACTS ~==~=='-===--~S"16~'"29~8~-o.~~.~AAlL~CWULAATE[)CENTE~ 5628 Airport Way S Suite 144 Seattle, WA 98108 P (l06) 420-7130 F (206) 457-4469 plogconsulting.com ~i ix> CALCULATED LINE PER r'--' r-"'" ~ '": REAKOOWN OF SEC 19 re ~ ~ :2 L 30,00' -i-----.::S8~8"_3::!;2£.'..:33:il:i!.-£;E....l1~15=.~002_ ___ rJSi!lB!B":.J32~'~~ .... -~~~~L.--"'i----tl ~ ~oo ~I z 1 1 1 1 1 1 1 1 1 1 1 (f) " Iii APN 722200-0511 17,250 SF " z APN 722200-0512 11.250 SF , " ... z 1 -30.00'-~--S8i:"32:""3i~AAM---~=~:-:::=_~~-J.-SBB" 32' .... ·E 115,00 ~ SBB' 32' 33-E 75.00 BkslS OF BEARINGS, NAD 1983 (lIS9" 58' 03"W 1984.78' \ M-_ 589" 58' D-7-E 2659.98' 2 3 4 NO. APN 722200-0510 REVISION BY DATE APPR APN 722200-0510 ------ SUR'r'EYED: SCALE: MXP DESIGNED: AMS!MXP DRAWN: AMS CHECKED: MXP APPROVED: MXP SEE GRAPHIC ONE INCH AT FUll SCALE IF NOT ONE INCH SCALE ACCORDINGLY I 1 1 1 1 1 1 1 1 1 I 1 1 --l- 1 OF SE QTR SEC 19 ---- j I , -------- ------''----------------'Jll6 VERTICAl...: NAVD lS6a HORIZONTAL: NAt> 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept. TION 19-23-5 TACK IN UEAO MENT IN CASE 1.9~_ ~~NA .#~~~ SIDHU SHORT PLAT 223 S 19TH STREET, RENTON, WA 98055 BOUNDARY SURVEY JUL 20 2015 FIELDBOOK: PAGE: DRAWING NQ: 030-14 SHEET, 2 OF'1 1 ©PLOG CO~jSUL TI~jC, PC 2015 N..L RIGHTS RE:F,!\jED A-NNNNAA iii 'I' ',' " " i , , I II ! I ------- w 2 « z c-u W --:> o 0:: 0.- :::J C C o 0.- /' ~ o 0.- o E ~ z I .q- ~ I o n o /' .q- o N /' 0.- LI.I Q o U LI.I ..... -L&. ~ ..... Q. t;:1 o ::c "" ::) Z Z <C Q. I Nl' 27' 27"E 1.44' 677.05' ~---~ >=' il 1 1 1 J ,., S89'(eltC!0"E 661,04' N ~ 11-'-------- w hi '" ~I , zi E I 1 1 GRAPHIC SCALE 1 ~15ii1111i-_~Jliiiiiiiiiiiiiiii!~~I~r iiiiiiiiiiiiiiiiiiiiiiii~f 1 IINCH=IOFT. 1 1 1 1 I I I 1 1 1 1 I 1 1 I I I I I I I I I I I I I I I I I I \ \ \ \ \ \ I \ \ it> \ \ -,~ ... ---"_._.,,--, CITY OF RE:lTON Approvedby: ______ _ AllJlrovcd by, __ n~h::: \ \ ~ , \ \ \ \ \ , \ \ , \ , ! , \ , \ \ " , /\ \ / \ \ \ \ ! I \ I \ \ \ \ I \ I I ! " , , CONSULTING Survey -Civil -Structural \ \ -~os --------~ ------~ I I , \ \.-CALCULA TE:-UN-:-PE-: BREAKDOVlt'l OF SEC 19 , \ , \ \ \ \ \ \ , ! I ! ! I , \ 5628 AfrportWay S Suite 144 Seattle, WA 98108 P (206) 420-71 30 F (206) 457-4459 plogconsultlng,com I / I ! I I I I I I , I I I I , I I I , \ \ -as \ CATCH BASIN ~ \. \ INY 12" RCP (E)~93.33 _________ ..::\;----=:QS:'·-"'--!£?il~~.,,,,,.:::,--\-[ ; RIM=96.68 ~ \, ~-,~-os INY 18" CMP (NW)~92.48 \ ~ .\OO:...--~ ~ r-:::::::\--.::: /1/ ~~ I I I I , \ , \ \ \ \ I "y \ /' / '\ -- \ \ , \ \ \ , / / / / / / / / / / o @ / / / / '\ ( I \ \ I I I ilMBER WALL ~ I I I , I I I I I \ \ \ I I I I , I I I I I , I I Y ! (' ! 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--r , I I I ! I /..c:!-i-"7 I \! I I I I I \ I I , I ,I ' , I I I I REVISION / I I I I I I I I I I I I I I I I I '\ / I \ \ ( / SHED / / / I / / / \ \ \ \ \ PLANTER PLANTER , BY DATE ---- APPR ©PLOG CO~.SUL LNG, :oc 2V 5 ;\LL RIGHTS nr::SCRI/t:D ----55 / / -----;r-ss --1- / / +~~~---os w --t-----ss NEW / I w w w as -----------as __ -----os as NEW TREE NEW TREE TREE TABLE ~---TOHU-8-----~---~~-------OHU------~--OHU----4~~--+-OHU---------OHU- I -- I I I I I ( ----- DRAWN: AMS CHECKED; MXP APPROVEO: MXP I I I \ \ I I I \, '\ I \ I \ I \ / HOUSE DECK : I I I I I I I I I I APN 722200-0512 11,250 SF , \ \ \ \ \ ( I I \ ,/ / / ,/ / llRICK--'OO7~~~ / / ~~F=~-" /', -~-~ ./ '"'" -·/··--------126 SEE GRAPHIC ONE INCH VERTICAL: NAYD 1988 HORIZONTAL: NAO 1983/1991 \ \ / ~ I WALL PLANTER \ WALL -·--,104--- \ .----110' - - CARPORT '1 I I :\ I I I : I I I I I \ I I I I I I I \ I \ \ I I I __ ~ __________ J x ---x CITY OF RENTON AT f1JLL SCAl..E IF NOT ONE INCH SCALE ACCOROINGL Y Planning/Building/Public Works Dept. TIMBER WALL DECK I I I I I , j ,j \ I I I I j I I j ! APN 722200-0510 , I / ----- 20 21 23 24 25 26 27 28 29 30 31 32 36 39 4(j 41 42 44 B c D E F Malus Acer mr:H:mphyllum Prunus Acer macmpn yf}um Aet.'c macropl1yllum Cory!us cornuta PrUlHl$ IU!l{Q{.J:rU$(f-'t TfWJfl plicata PSe'udotsaga fl'lf!rwi?sii ACeI' macraphyllum Acer macrophy/Jun: AceI' mac[tiphylfllm Acer macrophyiJum Acer macrophyllom Acel nW(fophyllwn Acel mocrop/lylJum Pseudo-t-'iiW,,:1CJ meolie-5JJ Acer mocrophyllum AceI' rtwc(ophy(furr! Acer : lYlocrophyllam Robinia QOl?a;U5 Acer circinatufn. P!Stf'3dvt s{Jqo Robinia pseudoocacla SIDHU SHORT PLAT Apple Bigle;:rf maple BItter cherry Bigl",,! maple Bigle-:tf maple Western halelnut Cherry laurel Western red Douglas fir Bigteaf maple Bigleaf maple Blgleef maple B!gleat maple 8!gleaf maple B!g[eaf Jnaple Blgle.f maple Bjgl~af mapte Mountain asb Oouglas fir :Bigleaf maple Bigl.af map I. Blatk cDttonwood Black tocust Pin oak Vine-maple Douglas-fir B!ack locust Black locust 223 S 19TH STREET, RENTON, WA 98055 BOUNDARY AND TOPOGRAPHIC SURVEY JUL 2 0 2015 r"'''f ,>~,r; p":N'""(jl\1 ""'-T~J "",,~-h_i"'-' ___________________ P""I. t·i\~!\l!NC [)!V!SION 15 3.6 24.5' 5.5 38 52 10 165 17 8.2 28 44 4 29 10 21 36 26 31 19.8 8 10,0' 10 Good Good Good Good Fa[r Poor Good Guod Good Fair Good Fair Fair Fair F;)j~ Fair Good Good Good Fair Fair Good Good Poor Good Good Good Good 6/25/2015 PAGE: , , ''I :\ I I, " r :,1 , ~ L o L U1 w ::;; « z f- U W --, o ~ [L >, L o c E Q) L [L :J C C o [L /' ~ o [L ~ L o L U1 >, L o C :J C C o [L w C o u w .... -..... S 0.. ~I o :c '" ~ Z Z <C 0.. I PER PLAT OF RENTON CO-OPERA~VE COAL 'COAL COMPANY ACRE ~" TRACTS \ \ \' \ \ \ \ \ \ \ " \ \~ \ -----'it ----~----,-"-----,-,-,~-VI ,--VI --"---,,-------.-. Vi .......... --.----\-\-\+--.. --f w ,,-,,---,---1-,--,---",', ·4' SILT FENCE ~~'" ----, ~--- - - - -----:..._::::::::"-:::" _"_"_ -.... -__ .-_------=-=---/--\-4-,1-\---. ___ "... --:l!8M!i:2' -2t"E: ~(6:tr--(I::1It(:}'\---j ...:=.5.,.;:.:..:::::J;::£.;.X;....~ \0: CALCULA ~D U:-PER 6+00.00 --. "-. , ----------- SB9'(0IlC30"E 661.04' p il 1 1 1 J '" ~I----------------- ~I N ~I 21 1 1 1 1 1 1 1 1 / 1 <1 1 L.iJ 1 i~ 1 /w !~ i« : r 1 / I 1 1 1 1 I I 1 I I / / / .. -----~-.. ~~.---.-- CITY OF' RE:nON Aporovoo. by: _______ _ Appro\'tdby~_ Approved 'by: _____________ ~~_ Dirte: ____ _ BREAKDOWN OF SEC 19 ", (t)=93.3:'. eMF' (i'~'i'i)=S7.40 ._. -.------./--"----~\--'\,\<----."----~~IJ) / / I I I I I I VI /1 /1 I I~ \ , \ \ 1m I~ /1 I'" I I i'-I : / 1/ I I II )' \ II J, I / \1 / 'I h, C 5ULTING Survey -Civil -Structural / , , \ / v .\ ,/ \\ / \ , , 9 '"1 --" .• ,,--.--\,--.:-. / -2SBSBL;-l--------~/ , \ I I I /' I / I I / / I \ / I \ , \ \ \ \, \ \ \ \ \ \ \ \ \ LOT 3 9,147 SF , , \ \ I I \ \ I 5628 AfrportWay S Suite 144 Seattle, WA 981 08 P (206) 420-7130 F (206) 457-4469 plogconsulting,com / /~-~. / / I I // I // I I I / I / / '\""'-". -- \ \ \ \ I ~I gjl ~I :::1 I I I I I I I I ©PLOC CO~SULTI\jG, PC 2015 ALL RIGH'-S ~ES::R\lm II '.1 I I I 2 3 4 NO, I I I , , , I J ,I !I i I I : I ~ II/' I . I I I I I ! I' ! I I j I I I I I I i I )_ 1/ I ! i J J I I , ! " I I 1 I I I I I I I PLAJ1TER '. I, ALL ASPHALT ""c>-.---, !---~7-?l_-PI:A~H'ERS eN LOT-2 -I,HH'------1 i \ j / REVISION TO \lEh~EN\OVED .--~----" \ \ \ \ \ \ \ \ \ \ I LOT 2 8,886 SF // .. / / / / BY --, I I I I I I I I I I I I I I I I I I I DATE APPR o NEW TREE o o - \ , ,--~,~''i!-I------_ - w !.,.J --- o GRAPHIC ~CAlE i 11 IINCH=IDFL E ---.. -'N ----.---.•... -.......... -.-.-,,-. ........ -----.... -.. -.•. -.. OHU .---------.---.. L-L-' ... ..!._ .. L.,:.,I 25' BSBL l TIMODt \ : I \1 I I 't I r I : 1 1"-'1"'1' 1 '-,--' j I I I I LOT 1 10,467 SF APN 722200-0512 11,250 SF I I .. I I I I I I __ ----110' ---I I~~ I "v".----"---,,,--·-----l" I I I I I I I I I I I ,I , l I "I I \ ]11 i " I I , 1 I 'I I I \ I , ~ \ --!..----I=;=~'1""'=~?~-~-c-~~-r-I ~~~':'.,"-"--T-·--,__--"--t -.--". ,,-.. -.. ----__ II.. j-'-' ---+--+-, i -. , SURVEYED: MXP DESIGNED: AMS!MXP DRAWN: AMS CHECKED; MXP APPROVED: MXP / ) SCALE: / / / / SEE GRAPHIC ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY / ----,,--,-.---,,-. --. --.-"~----'-l----'--~ /' ,-~I TIM8~R WALL PLANTER VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 gjl ~I ~I I 1,------ CITY OF RENTON I , I I I / Planning/Building/Public Works Dept. APN 722i20C)-0510 SIDHU SHORT PLAT 223 S 19TH STREET, RENTON, WA 98055 EROSION CONTROL PLAN DATE: 6/25/2015 FlELOBOOK; PAGE: DRAWING NO: 030-14 SHEET, 4 OF, 1 1 A-NNNNAA I' .!,; OJ :l' z w ~ c;: '" ~ a N w ::;; « z f- U W "") o '" "- " Z. N 0' " <:J a I a n a I ~ 0 "- ~ L 0 .r:: fJ) >, L 0 c E ill L "- OJ C C 0 "-/' ~ 0 "- ~ L 0 .r:: fJ) >, L 0 .~ E ill L "-/' ~ 0 "-/' (:l 3: 0 /' :~ u ? "-fJ) OJ C C 0 "- 0 E .0, z I '" ~ I 0 n a /' ~ 0 N /' "- LLI C o U LLI .... -..... !d: .... "" t;:1 o :z: '" ::> Z z <C "" I t\pvrav~1 by: ______ _ Daf-;:' ___ _ Date: __ ~ ______ , Approved by: _ Approved bY': ""~"~_~ __ ""_~. ____ "~ ___ ~ Dati: ___ _ ---, I I Ii I GRATEFRMlE SEDIMENT AND DEBRIS OVERFLOW ElVPASS BELOW INLET GRATE DEVICE 8EC11ON VIEW -.....,~-?~--RETRlEVILSYSTEM (TYP.) BCLOW INLET GRATE DEVICE ISOJlETRIC VI. IIOTU 1. SIZB the BalaN Inial Grata Device (8IGO) fortha atcnn waler Blructtn It Will aervIca. 2. The BIGD shall hBYa 8 bultt-l'n ~awrelef~ C0Y8rftawbypaa). 3. The retrieval spl8m must allow removal of the BIGD wllhout spilling the ooIlacIa:i rnaIerIaI. 4. Perform mlllntenance In accordance wtlh Standard S~ 8-01,3(15). PUBIJC WORKS DEPARTMENT CATCH BABIN FILTER CONSULTING Survey -Civil -Structural 5628 A~rportWay S Suite 144 Seattle, WA 98108 P (206) 420-7130 F (206) 457-4469 plogconsulting,com 1n'D. PL&N -218.SO MARCH 2008 @i'LOG CONSULTIi\G, PC 2015 ALL RIG'" IS R::SERVED 2 3 4 NO. I Ii I INIITML ORJ\I!WAY Cl.l.VERT IF nEFE ",. RlWJaC!! IXTQt PREIENT, lIS PER Cf[Y ROAD ITMDARDS DiW!WAY8 -IIII'W.L 8! PNI!D ltIlI'E EOO! OF IWl-W PRIOR TO ItBrALLA1'1OH OF nE CONrI''fI:0011O EN'TRMCE Ttl INCID DAJMQNJ a:1lEREWMAT rr II ~IIENDI3) ltV'tT1l1E BfIlWI::E BE CIIDWPED ~ THAT PIUNCfIII ORAl,. 0fIII1tB PI\EI II ...... 1. CONDmaN OF lIB! 1.1, CONS'TRUcnCN ENTIW1ICE SJiALL BE STABLIZED WHEREVER TRAFFIC WILL BE LEAVING A CDNSTRUcmN SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVE" AREAe WITHIN 1.000 FEE'TOF THE SITE. GRAB TENSILE STIlEBfIIGTH ASTM D4151 2W PSI MI N. GRAB TENSILE ELONGATIc:JN (ASTM D4632) 3Oi(, MAX. MUlLEN BURS'TSTRENGTH ASTMD3.J8&.a1Yl 400 PSI MIN. AOS 0475 20-45 U.5.STANDARDSIEVESIZ J. DElKiN AND INsrALLAT1DN IPEClFlCATICIlIIS 2.'. MOO FUEL (WOOD BASED MULCH) MAY BE SUI!IITTT\1TED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WIll BOT BE USED FOR PERMANENT ROADS. HOG FUEl. IS NaT RECOMMEMJED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPJ\LLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BBNG TRACKED 0Nf0 PAVEMENTQRIF THE HOQ FUEL IS BEING CARRIED ONTQPAVEMENT. FENCING SHI\LI. BE INSTALLED M NECESSAAY TO RESlRICT TRAFFIC Ttl THE CONSTRUCTION ENTRANllE. 22. 2.3. wtENEVER PClSSIBI.E. THE ENTRANCE SHALL BE CONSTR\ICTED ON II ARM. COMPACiW SUIl<lRI\DE. THIS CAN SUSSTANlIIILL Y INCREI\8ETHE EFFECIlVENEBS OFTHEPAD lIND REDUCE THE NEED FOR MAINTENANCE. S. MAlIrll!lWiCa nANIIARIIII 3.1. QUARRY SPALLa BHALLBE ADDED IF THE PAD IS ND LONGER IN ACCORDANCEWITH THE SPECIACATICNS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED 0N1'0 PAVEMENT. THEN ALlERNATIVE MEASURES TtlICEEP THE smem FREE OF SEDIMENT 9HA1J. BE USED. THIS MAY INCLUDE STREET SWEEPING. lIN INCREASE IN THE DIMENSIONS OF THE ErfTRANCE. OR THE INSTALlAllON OFTHE WHEEL WASH. IFWASHING IS USED. IT SHALL BE DONE ON lIN AREA COVEIlEDWITH CRUSHED ROCK. ANDWAeHEDWA1ER8HALL DRAIN Ttl ASEDIMENT llW'OR PCND. 3.3. ANY SEDIlENT THAT 18 TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDII\TEl Y BY SWEEPING. THE BECI\1ENT COLLECTED BY SWEEPING SHAU.. BE REMOVED OR STABDJ2ED ON srrE. THE PAVEMENT SI'IALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPI'WHEN SWEEPING IS INEFFECTIVE AND THEIlE IS AT~TTtl PUBUC SMErY. IF IT NECESSARI'TtlWASH THE STREETS." SMALl. SUMP MUST BE CO~ED. THE SEDIMENT WOULD THEN BE WMHED INTO THE SUMP WIERE IT CAN BE CDNIROLLEOANJ DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY &PALLS THAT ARE,1.OO8ENED FROM THE PAD AND END UP ON THE RQl\DWAYSHALL BE REMOVED IMMEDIATELY. 3.B. IF VEHIa..ESARE ENTEM.IG OR EXITING THE SITES AT POINTS OTHER THAN THE OONSTRUCTION ENTRAP«:E(S}, FENCING SHALL BE INSTALLED TO CONTllOL TRAFFIC. PUBLIC WORKS DEPARTMENT 8TABIUZED CONaTRUCTION ENT_NCE I I I I u JOWTaIN FLTER r.t.BRI(I SHAJ..l.IIE!lI'UCED ATf'CSTa UIE STAP\.EB" W1FiE ... ....-s,OR EQIJ1VAI..ENT TO ATTACH FABRIC to I'OBTB. I I I I ' .""" / PCIITBFWlHd ,""YIEII'JCR&ASED nllI' FWIRE BIQIIIG 18 L$3J IIIOTU 1. c;uallONaPua I I I na IW t .. GIL WIlE OR 1liQlMN.IiNI', IF 8TNCWU:! 8IRENGll1 fMfE LIE) ~ IMCKFILl.TRl!MCH.wrnt "'''''' .... ..... ..-POm. 81!!1. """" 1.1. SILT FENCE MAT BE USEDDOWNSLCiPE: OF ALLDIIJRJRBEDAREAB. 6TD. PlAN -216.10 MARCH 2008 1~ SILT FENCE IS NOT INTENDED TO TREAT cc::NCENTRATED FLOWS, r«>R IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAN[] FLOW. /ItNf CONCENTAATEO FLOW MOST BE CClNEVED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR Pam. 2. DElII3IUIiD iNlTALLA'I1CN SPlCFlCATIIlIIS 2.1. LRfIEC E.LOW. A COP'!" OF THE MANUFACTURER'S fIBRlC SPEaFICATIONS MOOT ElE .... STANDAAIl STRENCl'1H FAllRlCRI!QUIRE$WlREIIACKINQ TQ INaFEASETHEImENGIJ.I OF THE FENCE. WIRE IlACKlNGOR CLOSER POST SPACIrIGI MAY BE REQUIRED FOR gJRA STRENGTH FABRIC F FIELD PERFORMANCE WARRANTS A STRONGERFENCE. 2.a WHERE 'nfE ~NCE IS INSTALLED. Tiot! SLOFIE ISfiALL NDT BE. STEEPER THAN 2H:1V 2.4. IF A 'TYPICAL. alL.T FENCE 18 USED. lHE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS lHE BOTTOM 8 INCHES OF THE SILT FENCE 18 ¥/ELL BURl:C ANe SECURE" A TRENCH THAT STABILIZE81lfE FENCEAND DOES NOT AJ.J.J:NiWATER TO BYPASS OR UNDERMINE THESLT FENCE.. 3. IIAIIII'I!IIMCE 8TANDARDII 3.1. Nl'f DAMAOE:SHALL BE REPAlR'MMEDlAm.V. 3.2. IF COIICENTAATED FLOES ARE EVIDENT UPHIU.OO ntE FENCE, THEY MUST BE IPn'ERClEPTECAMJ catVEYEDTOA SEDIMENT TRAP OR POND.. 3.a. IT I8I1tPORTANTTO CHECKTHE: UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOOGIlNtJAND ACTINa M It BARRla:t TO fLCI'NNID THEN CIoUBING CliAfiNEU2AllON OF FL0\N8 PNWJ.EL TO THE FENCE. IF THIS OCCUR&" REPLACE TIlE FENCE. OR REMOVED TIlE TRAP 9ElJIMENT. 3A. 8EClMENT MDBT BE REMOVED WHEN SEDIMENT IS B INerES HIGH. 3.6. IF TI"E FD.TER FABRlC (GEOTEXTILE) HAS DETERIORATED DUE TO UL'T'RAVla.E1' BREAKDOWN, IT SHAll. BE fitEfILACED. PUBLIC WORKS DEPARTMENT REVISION SILT FENCE BY DATE APPR STD. PLAN -2lo1,.00 SURVEYED: MXP DESIGNED: AMS/MXP DRAWN: AMS CHECKED: MXP APPROVED: MXP MARCH 2008 SCALE: SEE GRAPHIC ONE INCH AT FUll. SCALE If NOT ONE INCH SCALE ACCORDINGLY 8URVEYFl.AGGltlG DO t«rr NAIL OR STAPlE WIFE TO TREiB 1~~~~ 3' M[N. J , .... MET ... ~~=-n=iT=n=T~FENCE1'OST _111 1 IllllIIIWIIILIIIJl""11 '-'-"IIIWIIIWIIIWIII~IIIII~I lilT VERTICAL: NAVD 1986 HORIZONTAL: NAO 1983/1991 12"MIN. NOTU 1. CDNDmoN OF UBE 1.1. TO ESTABLISH CLEARING UMITS, STAKE OR WIRE FENCE MAY Be USED: 1.1.1. ATnlE BOUNCARY OFCRlTICALAREAB, THEIRBUf"FERSAND aTliERAREAS REQUIRED TO BE LEFT UNCLEAII. 1.1.2. AS NECESSARY TO CONTROL THE VEHIC:LES TO AND ON THE SITE. 2. MAlPfl'ENANCE AND REQUIREMENTS 2.1. IFTHE FENCE IS DAMAGED OR VlSlBlUlY REDUCED, rr SHALL BE RePAIRED OR REPlACED IMMEDIATELY AND VISIBILITY RE8T~D. 2.2. DISTURBANCE OF A CRITICAL AREA, CRlTICALBUFFER AREA, NATIVE GRONTH RETENTION AREA, OROTHER MEA REQUIRED TO BE LEFT UNDISTURBED SHALL BE REPORTED TO TtE CnY OF RENTON FOR RESOLlJT1ON. 2.3. THE CITY MAY REQUIRED MORE SUBSTANTlAL FENCING IF THE FENCE DOES NOT PREVENT ENCRO'lCHMENT INTO THOBE AREAS THAT ARE NOT TO BE DIST1JRBED. , STAKE AND WIRE FENCE 1n'D. PL&N -212.00 PUBIJC WORKS DEPARTMENT MARCH 2008 CITY OF RENTON Planning/Building/Public Works Dept. SIDHU SHORT PLAT 223 S 19TH STREET, RENTON, WA 98055 EROSION CONTROL NOTES AND DETAILS RECEIVED DATE: 6/25/2015 FlELDBOOK: PAGE: DRAWING NO; 030-14 JUL 20 20'\5 CYP! m'R'HHOI\! ~Li\N'IING DIVISION A~NNNNAA '1 w Q o u w ..... 0' ;< -0 o I o n o I ~ o D- ::l C C o ? ~ o D- ~ ~ o ..c: (fl ~ ~ o . 0: .~ " ~ ? ~ o ? G :s: 9- :~ o ;/ D- (fl ::l C C o D- o E .'= z I ..r -I o n o -.... -; o N /' D- N1' 27' 27"E 1.44' 7.05' ~----= S89'(5I!ItC30"E 661.04' ~I I I I J ~ 11--------- tl N ~I '"I I I N I I W E GRAPHIC SCALEI ~k~_~_J~~!~~ID~I ____ ~f liNCH = 10 FT. REFER TO THE ARBORIST ''''," \'LlL'uflUN~ •• INC. DATED MAY 12. 2015 FOR TREE IDENTIFICATION, SIZES AND REFER TO THE CITY OF RENTON TREE hcT",mriN WORKSHEET FOR SPECIFIC RETENTION AND I" I , , \ . \ \ \ \ , ------------_._--------"._-- ClTi' Of' p..E:l'lON , c \ ,,\ C') \ \ \ \ Dllk' ___ _ Apprm'Ed by:_~ , I I I \ I , , \ \ , \ \ 1 I \ \ \ 1 \ , ---- \:: CALCULA TE-: LI~ P:;: . .. I BREAKDO'tfN OF SEC 19 / I 60.22' Approved by: . ____ "' ."~ _______ ~.- CONS Survey -Civil .. Structural 5628 Airport Way S Suite 144 Seattle, WA 98108 P (206j 420-7130 F (206) 457-4469 plogconsulting,com ©PL:::'H; CO~SUUI~jG, PC 201':. ALI_ r1ICH S RES::R·/ED ------ \ I \ I / I I / ./ I ! 4 ./ NO. / ; , I I i I I I I I I I I : I I I ! I • I . , I ! I / ;""'\""----;- I j i r i I I I \ i i' I ! i I / REVISION / I I I I r r I I I " \ ,...-~' , \ \ I \ TREE TO BE REMOVED LOT 2 8,886 SF TREE TO BE REMOVED ~>.=.~~~=~c~I··! SHf~-·-\ :\, . . BE REM01: ----------.. ~ .LV.O'" REMOVES . .J BY J J I ~. _-'"~~ ,.- __ .\O>'J I .. ...... ·· .......... I·\I!"· .. I . ~ _~ __ ~ ____ \"\'-i .... > ........... { ........ \y1.'. _. __ ....... . --J----.. '11 I ...... \ DRAWN: AMS CHECKED: MXP APPROVED: MXP APPR DATE I I , I I I I \~ ! I ,\: , I 1:\ I I \ DiCCI'j '1 I I 1 I \ : i I 2SBSBL ---, L •. _.I. .... LL.L!.l.. .• -i· .. -I~i I LOT 1 10,467 SF APN 722200 .. 0512 11,250 SF -'.-_._---~------.--- \ . \ \ / / / I , :' PLANlt'N I' Ii I I I I ~ __ .. 110.' --.. I . .................. 1 .. I I I I I CARPORi-I I II I Ii I '! I --"---------' .~""' - ··1 I I T: 1., \ , t , . I' : I I I I I I \ \ I !I c.,1-,,, . I' [Jcw 1 i I I L .. • .- , I ! APN ~·i18·'" I I 22200-0510 TREE TABLE 20 Picea GOreS 16 Good 21 Good Malus ilpple ALE'f tnacrophyJlam Stele-at maple 24.5' Good 24 25 26 27 13 29 30 31 34 35 36 37 Prunu§ Acer macroph'p!jum Acer rnacrophyffum CotvJus Pruntls Thtlla pUcata p;eudotsuga menziesH Ann macrophyllum Ater mOCfopilytium Acer macropltyfJum Acer n1{Jaophyllum Acer mocfOphyltum Acef macrophyJIUfrJ Acer muaaphy!lum Ac!Sr mncfOp!7yJlUI11 Bitter cherry Bigleaf maple Siglesf rna pro: We~tern Cherry iaurer Douglas fir Bislea! maple Blgtf.'3f maple B-ig!eaf maple BlgIN! maple Bigieaf maple Biglertf maple f.lIg!eaf maple Doug!U!i fir 40 Acu maCfophylfUff1 Bigieaf maple 41 43 8 c D [ F Acer IImClopnylJum Acer macraphyJlum Pop.t.dus Rahfnia PsuedOtsug(1 RobInia Rob/Illo p~et!doQcacla Bigleaf mapl. BlaCK IQ<::m,t Pin oak Vllle maple Oougltl:. r! 1- Black !OCll:;t .5.5 Good 38 Fair 52 Poor Good Good 10 Good 16.S fair 17 Good 8.2 fair 28 F.I .. 44 Fair Fair 29 fair 10 Fair 21 Guod '36 Good 26 f,air 31 19.8 Good 8 Good '-20 10.6' Good 10 Good 10.8' Good Good --~-------"---.. ~ ---___ l ___ ~~~~~=--~-_-==·~--~--~ / / SEE GRAPHIC ONE INCH AT FULL SCALE If NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1963/1991 CITY OF RENTON Planning/Building/Public Works Dept. SIDHU SHORT PLAT 223 S 19TH STREET, RENTON, WA 98055 PROPOSED SHORT PLAT LAYOUT AND TREE REMOVAL/RETENTION PLAN /rr" . nrf'I:l\ 1-' ) DATE: 6/25/2015 FIELDBOQK: PAGE: DRAWING NO: 030-14 SHEET: 6 Of: 1 1 JUL 20 20\5 A-NNNNAA ---------~ -----._-~ ----------~ --~ -_. ----_. -~~ --~ .. --._. __ ' -.----~ --" ---~. ----~ -------- \ ;j, B " I. I, .1 ,I I. I \ .i ,I I j 1 \ .\ ! ! w L <t Z b w -, o 0:: ~ 0> '< "0 ci I a r<l a I ~ o ~ .S V L ~ :::J C C o ~ /' ~ o ~ ~ L o -" (fj >, L o C .S <J) L ~ /' ~ o ~ /' ~ o /' .;;; o ? ~ (fj ::J C C o ~ o E .'= z I '" I a r<l a /' '" o ~ ~ w C o u w .... -LI. 5 ICL .... 1 cc: o ::c '" ;:) Z z <C ICL I \ I. I I I \ \ PER PLAT OF RENTON CO-OPERATIVE COAL as . COAL COMPANY ACRE . TRACTS 589·("911 $"E 6,0.7 ----- Os S89·(1!lIL~0·E 661.04' \OOCALCULATED LINE PER BREAKDOWN OF SEC 19 6+00.00 'I / I I' I I I I I Ii II /1 I I...J 1m I ~ I I"? / I'" / I I I / 1/ , :/ ," r 0' • '. II j\ I / \ I I \1 h 1\ I \ I '. \ I \ \ I \ \ / \ \ \ \ \ , \ \ \ \ LOT 3 9,147 SF , \ \ \ \ " , J , ---.~-. __ ...... -~-.-.--- C l[y OF RE~TON AJlproVro by:~ ____ _ Dat~ Apprn ... ~d by: ____ ~~, ___ . _ Date~ CONSULTING Survey .. Civil -Structural ~-~"'-' .. ".". \ \ ' END~~~~~~~~~~ ______ j -(LAKE AVE S.) STA.:10+41 .-........................... W ......... -........ -\---I-.. -.... j-w -.... ··· .... · .. I .. -.. -~ (LAKE AVE. S.) STA::: .. ~~~~~( 68 (n··9.5 .. }J CLiP (i'0)V)=g2.~-n ___ "'~, ____ _ \ \ \ '. \ \ I I I '? ...JI ffll ?'I ~I I I I I I I I I I I I I I I I I I 5628 Airport Way S Suite 144 Seattle, WA 981 OB P (206) 420-7130 F (206) 457·4469 plogconsulting,com ©PLOG CIY..JS:JLTNG, ?C 2015 ALL RIGH I i i I i I I ! I ! i \ \ I \ \', ";li},1 : I:' / i i -f , "' .. Pt/,i'-ilU/ \ I I LOT 2 8,886 SF SHU) REVISION \ / 5 19TH 5T / 2" RcrJ (E):::..:;:n,S5 Rep (\-4)::<99,90 (S. 19TH ST.) STA.:4+32.76. 13.00'L (S. 19TH ST.) STA.:4+00, 6.77'L 1]4 .... ' ........ ---.. I ,··-':--\--· __ ·1'···· .. · ....... -.-~'-............ .. 'l'{ •••• \-..... '-~~ v: ·~--.. -.. df:I==:"~=::":::·-w'==-c:=::c;,,·:c::,:::::;"==::'w =:i=·===\=:::.:::::==::-vr·:::cc:::::·::::=-.. f.--....... --w --,.---.. -"~-\V -----"" ,,-,~--.. -,,~---If} ---"------"----~-~"~.~--.. -----,,----Vi ;' 1--.. ·· .......... ss -... -.--.. -.. -., ... / ....... 'os ............ , .. --................. -. ss ,,-.---- DRIVEWAY TO REGRADED FROM BACK OF WALK TO MARKED LOCATION GRADE 20% --------- ................. .1 ..... --- \ BY I I I I I I I \ I : 1 \ i I I r'c" Jt Aj I I I I I " , \ DATE APPR Z5-"'BSBL - --"l .. L __ .LLLl .. L ....... _L .... ~~~ I , I LOT 1 10,467 SF House APN 722200-0512 11.250 SF /' ~/ I ." .... ~· .. 110·- I /' -------.. --..... ----· .. --.. -T I I I / ...JI / i I I \ DRAWN: AMS CHECKED: MXP APPROVED: MXP H.ANTm ., "'" SEE GRAPHIC ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ffll ?'I ~I VERTICAL: N .... VO 1988 HQRIZONTAL: NAD 1983/1991 I Ii \ I I , , i I ! I I : i ! ; I ' I ' I \ I ! _,~J I, I , i r TiMOcT-{ i ! , " ' ".1 ! I i • / APN 22200-0510 CITY OF RENTON Planning/Building/PubliC Works Dept. ..... ouu ..... _--.............. - JUL 2 0 20:i PU\[\NIf\JC 01"., ,ON SIDHU SHORT PLAT 6/25/2015 223 S 19TH STREET, RENTON, WA 98055 PAGE: ROAD, LANDSCAPE AND GRADING PLAN A-NNNN I " i! :[ ,I ~ ~ o s: U1 >, ~ o c Qj ~ D- :J C C o D- /' ~ o D- ~ ~ o .c U1 >, ~ o :J C C o D- o E .'= z I ~ I o ,.,., o /' ~ o ~ D- w C o U W ..I -L&. 3 ~, CI: o :c '" :::) z z c:r: ICL. , PER PLAT OF RENTON CO-OPERATIVE COAL as "COAL COMPANY ACRE -•. -..... TRACTS "- \ I CATCH BAS)N STA.:10+25.65,12.28L RIM.:98.00 IE 12" \ \ ~'(~'$~ 640.7 S89"(EloIIlClO"E 661.04' \: CALCULATED LINE PER BREAKDOWN OF SEC 19 6+00.00 / I I I I I I I V /1 /1 I 1-, len I ~ / Iii:! / I t-I I I II 1/ 1/ r \ /1 1\ I / \ I / '.1 L 1\ I \ I \ I \ \ I , /.T7~~ // NAGE StUB @ o:~% STA.: 5+77.03, 27.84' L \<1";~JJ. 71 SANITARY SEWER STUB @ 2% STA.: 5+60.51,28.90' L IE.:83.35 // \ \ / '\ 32' ... ".'-' /L ... ASPtlALT I \' / -2s:-BSBL 7 /---------;/ \ / / I DRYWELL 15'0 X 6' D I \ \ \ / \ \ / WI l' SOIL COVER PER STUB@0.50% KING COUNTY FIGUR 7 C.2.2.C I STA.: 5+52.98, 31.36' L I I;. /.r I' -.... . II ! !E.:~3.6p <', .. , J ) ! _____ , / I S'EWER STUB@ \ / / I 11 STA.: 5+49.76, 31.31\ " \ DRYWEL[ 15'0 X6' D F-. / i 1'1 .., \ " \ W/1' SOIL COVER PER "l I, r I 2 ~3/i:} . . WA1"ER MET~RS '-'2) f..... i I -KW~·COUNTY FIGURE C.2.2.~ ~ / i ! ~ I • t' \.STA.:5+3,5.90, 11.75'~ , \ , \ \ \ I 1 , <Q'1 ,/ -' .~. , '"'IT "'1/ ' -I ,. I';' ~::£ \j r : I y, ! ! ,i AL ROOF DRAINS FOR LoT 2 f \l i il"' i . i,' / ARE TO BE TIGHT LINED TO ALL ROOF DRAINS uR LOT 3 'i , ; V CATCH BASIN ····ARE TO BE TIGHT LINED TO I ': I:t'11 )';' CATCH BASIN .L; I;' I I • 1'\ 1'1 '" ee, , " IJ 10 "'1' I \ I ! 0) 1'5 ' \ n 'I ; 'C~I'_ 0;,-I? I, ,-1 j f "-., .,>-" , ;1, \ I \ I '" ..JI ill I ~I ~I I LOT 2 8,886 SF LOT 3 \ \ \ I I I I I I I I I I I I I I 9,147 SF i I , AppfOYoo';;ry: _____ _ 5628 Airpo rt Way :; Suite 144 Seattle, WA 98108 P (206) 420-7130 F (206) 457-4469 plogconsulting,com Approvw;';'y:" ----Diale: Dalr.; _, _,,_,,~ __ ~_,,_. CONSULTING App","'," by: Dq,1c: .. _ Survey .. Civil -Structural ©.:.lUJG CO~SULTI~JC, PC 2C15 A __ ~IGH I S ~r_SERVI-,I) o :< c: REVISION j I I I , ! -1 I I I I \ I "1 ! I /1 / I I I •. " I I I I I I I I I I I -'I ill I ~I "":1 / / / .. I I I \ S 19TH ST \ EX. WA,T".""''''·''R LID TO BE ADJUSTED TO MATCH PRC)PSED GRADE , : I , \/ ' . I I" l I : \ I utCfi I I I I I 1 \ \ , T"'2SBSBL---" ·!····!·!I~-··AIII!·R.rlli~!hRAIIN>; FOR LOT 1 I, LOT 1 10,467 SF HOUSE: APN 722200-0512 11,250 SF / ARE TO BE TIGHT LINED TO I " I I I .. ·110 -.' ··1 , i I \ : \ , , I ' -------··-·-·I----·J / -,I r / / AMS \, TIM8~J( NALL SEE GRAPHIC ONE INCH ill I ~I ~I I II~:;:=::~::::.I .C:C"C': ·c,-·_·I VERTICP.L; HAVD 1988 HORIZONTAl....: NAD 1983/1991 I i i , , , I I I . I I I I , I ". / I CA I BASIN STA.:4+38.17,12.28L RIM.:102.28 IE.:99.9,9 I I [ " Vif'lL , , I APN F2200-0510 ! i I CITY OF RENTON CHECKED: MXP AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. APPROVED; MXP BY DATE APPR --_.-,-~'-'-"----------, -",_._ .. _-GS -------.---. ._D 20"'j SIDHU SHORT PLAT 6/25/2015 223 S 19TH STREET, RENTON, WA 98055 PAGE: DRAINAGE AND UTILITY PLAN w " <i Z w ~ "' "<l- e; ('j w L « z f-o W ...., o <:>:: (L "--- z. ('j 0> ;; -0 0 I 0 n 0 I ~ 0 (L ~ ~ 0 s::: (f) >, ~ 0 c E Qi ~ (L :J C C 0 (L /' ~ 0 (L ~ ~ 0 s::: (f) >, ~ 0 .<:; .~ Qi ~ (L /' ~ 0 (L /' 0 5 0 /' '> U ? (L (f) :J C C 0 (L 0 E ." z I "<I- ~ I 0 n 0 /' "<I- ~ 0 ('j /' (L u.I C o U u.I .... -u. 3 I:L .... 1 a: o :::c '" =:JI Z Z <t I:L ( ITY OF' kE.'ffON Approved ;:.)': _____ _ Approved ;;y: _~ __ _ c'\pprovcd 'by: -;00.00 / Oal(' ___ _ J)i!ie: ___ ~ ~~ _____ _ -, , ~ 1/ EX CATCfi BASI~ . STA.:5+57.82, 9.2 L . ADJUSTED RIM.: 8.95 / IE 12" RCP E.:93.t33 IE 18" CMP NW.:9 .48 IE 6" PVC.:93.83 IE 12" CPEP.:93.3 1 ---- 5·i·20.0U CONSULTING 5628 A~rportWay S Suite 144 Seattle, WA 98108 P (20G) 420·7130 F (206) 457-4469 plogconsulting,com Survey -Civil -Structural ©PL0G CONSULT'NG, :::JC 2015 i\~L RIGHTS ~!::St -':VF_D 100.00,·----,------- " 0 0(0 <:j?r--.: 0'" ~ + .. "' -< .: f-~ (/J(/J (/Jf- wlW :::lW zcr: Wf- >(/J «J: Wf--~--~ ::.::'" ~2.14_% -. __ ./._. __ EX -'---~, II 95.001-------···-I '-T _~~Cl'\TCH BASIN -----." •• -::;"A.:10+25~6Cf'5--C, 1"Z".2"'8"L-· CATCH BASIN STA:4+38.17, 12.2BL RIM,:102.28. IE 6" CPEP.:99.99 -, I ! ... I (i -'-: iii I ,J ! I EX CATCH BASIN i ___ .1 f ___STI\_::~",:95.36, 2'1.74L I ' I' ! (\DJUST.ED RIM,.:98:95 r L'y:~ ~~:: _~~~ ~'~~:2~48i I IE 6" PVC.:93.83 I IE 12" CpEP.:93,33 i , -----:~~ J. ____ .. 10+00.00 R M.:98.00 I 12" PVC.:96.50 ·-1 10+40.00 ~~3~=~:-:-:-~-:-:-:-:-:-:================t::==t-=:-:-:-:-t:==j-;SU;RVm;';DM~' X:P~= __ ~ ~EE GRAPHIC ~ DESICNED~ AMS/MXP VERTICAL: NAVD 19615 HORIZONTAl; HAD \98:3/1991 CITY OF RENTON 4 DRAWN: AMS t----t---------------------I---+---I----I CHECKED; MXP ~~~PR~~~D~,~--------~ MXP NO. REVISION BY DATE APPR ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCOROINGLY Planning/BUilding/Public Works Dept. --, r , . -, --I I , 100.00 w -~ SIDHU SHORT PLAT 223 S 19TH STREET, RENTON, WA. 98055 PROFILES E JUL 2 0 ZOb cw r,::,. :1 PL· .>,~,!!:\jc. ~, - DATE: 6/25/2015 flELOBOOK: PAGE: DRAWING NO: 030-14 SHEET, 9 OF, 1 1 A-NNNNAA i! !I ., r' 'I H I I I ,I , \; +' L o .c VJ w ::;, <l: z C- O W --, o 0:: 0... >, L o .~ t <J) L 0... ::J C C o 0... ./ +' o 0... +' L o .c VJ >, L o c t <ii L 0... ./ +' o 0... ./ C) ~ o ./ '5O U ? 0... VJ ::J C c o 0... o t .'= z I -q- ~ I o n o ./ -q- o ;:> 0... w C o U w ..... -I.&.. SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS. AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION. AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT. SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL. AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C". WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHIALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHAlL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE. OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY AFPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES. WHERE REQUIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 -70% PASSING: 2 -4 INCH ROCK / 30 -40% PASSING: AND LESS THAN 2 INCH ROCK/ 10 -20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHIALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM. UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED. CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD. SAFETY DEVICES, PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE. HEALTH. AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT. TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA APA. eIrY OF" RE.'lTON ApprQv~.d by: Arpr(lv~d by: ~ I I I 1.1~ ~-fh<;'<: fir (:X),1,f, < -0- ;.~t:L t~!J"" . CEMENT CONCRETE TRA~FIC CURB AND GUTTER Dt;PRESSED CURB SECTION fIT i.J1i::;:V.1ALl', r0.'I1",t GEIAEN[ CQNcRETE PEOES1"RIAN CURB A1 SItl£W,I,l};tthl\\PS Mj:J U,;<ltt-3$. CEMENT CONCRETE TRAFFIC CURE· -'" ;. £/ OEf'RESSEbi-u'~B DETAIL ;\.! 1·i\':8l::t~rHji'L (~t;.o&~!,le!-s,:ljI;l;. rJt(,i¥J;:WA{~,A:-I(' i'J~f.;'tS 2~ ~.M~""d ,r~~'"", 1£;: "ri Dl.l-[;;1 '::A!.!J (!I;',,!!,;;'C" ad 'X,~lf.:ttt'tH" ;*1 FJ"'*'\!. :>-, t.l;,,) pi"'). ;i, f-flHJef.tlli~~t>f 1';(IM"t~~ IJrlnMj !:\..!t: i:';; r.:;~jM !>edl..."I, Mt $~\;:iJrui-'6.n 1,,~;: j'\15DLjt: ',HlRK3 t):2:f' An r.MBN·j< CEMIONT CONCRETE CIJRIlS PIP. ALLOW.IIC •• --PlPEU_ ! i , I STll. PlAN -WI .. PIIAIIiI!. AND YAIII!D 811A"IE! DI'37. PUELlC WORKS DEPARTMENT OfoIilllBlWltKXP FORI" HEIlIiT TWO a IWlHOOPll FOR 12" IUiHT -- -".,,,,,'" ,. """ """""'" ALL METALPIPE ,. .-. ,. (IJm.ElPB;t~ EIOLIt:lWALLI"V'C ,. (811). 8PED. s.a;.11!t'1D ........ _"'" ,. (81D.1!I~ NIl.1:ztJ» .. CGRfI,IQf,TED POLYElH'I1B£ SltlRMEVlERPIPE 1. h awpt,i:M *nIitMII kI fJu __ iiiIKJWn ~ h PRmMT IWJe 8ECTION, Ibm (pIIIr.:iId accmIhg ID the BiIII1dIm::I8p'dIk:6lOf.~ or wlr&meshh ....... " _ mHnun .... ofG.12;aquam ... plll'i:Iallihllll l1lililiiii will 11m mHlnlm ........ rabur IihCMII b IhII AI.1!RNAl1VE PFIECAITBAIE SECTION. Wh IM8h lhallnalbll pIIIc.l1n1hi -. 2. "l1IIII kn;ICIrouL dIarrmir an I'ICII be ..... IIIIn 20". KNIdanrla iIihIIl hIn'v a .... tIBanBu af ~ m~"." til-2.11" maximum. PrcwIda a 1.5" ...... llI1IoIm IiIIP IMIImIeh I'i8 kncJc:Ioiwt waO iDllhI i;JUlBk1e of the pip;. AIIIIr ItiI!I pipe !...~~11he IIIP VI1ItII* rn:lltar .. 8I:IOOIdaXII!I .. SbnIard DjallRIIIIIDI1 9-04:3. 3. """ _mum HpIh"'!Ie "iBhad pd91iQ lie bweiII: plpekNalt .ftlI1 bel 5'. 4. 1II1II fralM 1100 grail nI,III be IlI8IIIid WIh Iha ftiJIn(IfII d!JMt. ~. l118 P .. ~ e.. StcIcin iTIiY hnv II rvundid floor, IIlXIb WIlle rray besklped •• _d1:24C1'lIIEIeper. e. The apalVlg"t"811 be ITIiBIILnllllltha lap Dl'1hi pnICBII t.-1IlICtbl. 7. AI pt:kUp hcIae 111111 t. gI'CIIIIBd Mallllr ... tIMIn IaI .., p.ctd. B. Algrada mp am' CRliIIIaB mal beBlrtln rnor8rh IIIJtUUma; Ioflh 8larIhIRJ apodltalk .. " B-4J4.3.. CATCH BABIN TYPII 1 BTD. PLAII ~ 200.DO MARCH 20D6 1 2 3 4 • ~~B -0 l--:11'4' OMM. HW! 112" IIMM. IWIDL!. PUELIC WORKS DEPARTMENT AppnlVcd b;:~ __ ._._ CONSULTING 5628 ArrportWay 5 Suite 144 Seattle, WA 98108 P (206) 420-7130 F (206) 457 -4469 plogconsulting.com DAte: Survey -Civil -Structural NO. REVISION ©PLOG CO\iSULTING, PC 2015 .'l,LL RIGHTS ~ESERVED PlJJ]W:: WO,HK:S -OEPART.\U;;>rr CEMENT CONCRETI;! SIDI;!WAI;.K ... T ...... ILDlIIEI"JIIL SEliNCmi1 -@ NOTES 1. Pro'o'Ids two IIIDB In 11m ClMl'tI'&t liN varllcalllI allgnad w11111111!1hIB In hi framfI.L.DC8IIon 01 bolt-clawn BIota varIa8 sncrcI dIIrenInt rnanul'arJl.ma. I. All8mlIlWID raI~ dMlgr.1!DD IIIlIlBPI:BbIa ~ IIe4.I rille rl)deaIgn. :l. Reller to 6tBnderd Spedblb I 9-05.115(2) ror acItItIi:IrIIi ............. 4. For RIImto deIdIi, see ~ of Renton SlBndan:l PB'l2ll4.00. - IU!CTANDU!.AR BOLID MIITAL COVEIll 1n'D. PLAII -204.10 MARCH 20D6 SURVEYED: MXP DESIGNED, AMS!MXP DRAWN: AMS CHECKED: MXP BY DATE APPR APPROVED, MXP I I I I SCAL£: PRAIII AIID YANID.1IA'n __ II!C'IICIIII Merna 1. 11-IE COVER OR GRATIriIG OF A GATCH BASIN SHALL NOT BE GROUTED TO FlNAl..GRATE UNTIL 11-IE FIIW.. ELEVATION OFTHE PAYBIENT, GUTTER. DITCH, OR 8IDEWALK IN WHCH IT 18 TO BE pLACED HAS BEEI'i ESTABU8I"ED, AND UNTIl. PERMISSION 'TI'EREAFT1!!R IS GIVEN BY THE ENGINEER TO GRQUTCRGRAllNG IN PlACE IN ACOO~ WIll-1IJTANIlARD SPEgFP.TION 7-05.3. 2. 8HIMS 8HAU.. NaT BE U8ED lOET FRAME TO GRADE. 11-IE USE OF SHIIIIS IS PROHIBIlED. 3. MORTAR SHAll DE PlACED IIE1WEEN ADJusntENT RtieS AND BRICK8 PRIOR 10 PLACEMENT. 4. 11-IE USE CF BRfCI{818 PERMrnED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNINGI SOND ORJi! BOND. PUEUC WORKS DEPARTMENT CATCH BABIN IN8TALLATION SEE GRAPHIC VERTICAL: NAVD 19138 HORIZONTAL: !'lAD 19133/1991 ONE INCH ;-Y?E. F. fB ~ lSOM2Tf\!C VJrj'jIJ (~a!D:;N7!t';, Wff), 5JfFffi) " , BTD. PLAII -2D2.00 MARCH 20D8 CITY OF RENTON AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/BUilding/Public Works Dept. ------------"------------- I ! , I . . . . . : . runLIc "j.'iOR[(8 ~ .. -- . +!R ~ . pr;pA.f~'f.MEt-/r· . s .. . .. NOTES ,. . '1. -'. ,."",,~.I,.-,............. r:;-;-: ... ~ I. ?~lde:l"Ho 1$1&:M..lr.1he ~ thtl aru VflrUcul:r a,1~ned. .wjUl the IitJIw (II the fnime, locatlCf"i of tlQlt-Quw[1 ~Db:;. "arl.~ ~01c'lnS C!ln:o-:flnt manu.fact:ur-afij!, 2, ~~ I'll &.~n~ ~ClflwtiOH 9-0S.15(2) for Otdditk,Jniiil flIqulremen~. . :>. JitlEtl!$-ofhGMtaa-S:lectkl~. 1'a,1001 grates &hal be IJ~ ...iUfl shi~div-d frame· . ,1ihe hawl W91, gultt!"-or ·Bhoyldor, V!.ilJftU 9r1i1~ 6h.U1 r(ot. be fQC:91W .;..ILll 11 t"fQe~n:~li(J,. U~e: vaned grams Iiling roloo elms .. . . REOTANGULAR .. .. VANED GRATE· . [~. PLAN~ 2042Q • JUL 20 7015 1 DATE: SIDHU SHORT PLAT 6/25/2015 223 S 19TH STREET, RENTON, WA 98055 FIElDBOOK: PAGE: DRAWING NO: NOTES AND DETAILS 030-14 SHEH 10 QF'11 A-NNNNAA w ::;: « z f- 0 W --0 a n:: n.. p , y .q- 0 C'l '-... ~ ""-('oJ (J> " 'D a I a r<) a I ~ 0 0.- ~ ~ 0 .c (J) >, ~ 0 c E " OJ ~ n.. :J c C 0 n.. ./ ~ 0 n.. ~ L 0 .c (J) >, ~ 0 c E ill L n.. ./ ~ 0 n.. ./ G s: 0 ./ '> U ? n.. (J) :J C C 0 0.- 0 E .'= z I .q- I a r<) a ./ .q- w 0 ::; N z ./ '.:i 0: n.. w C o U w ..... -LL. ~ ..... Q. ... 1 a:: 0 :c '" I :::> Z z <C Q. ell'\:· or' RE)lTON Approved b::: _______ _ U(\10:: ___ _ Appro'r'roty: __ ,_,~ __ ~'"~.~ ~_ Approved'by:_. ___ . Approwd by: ___ _ DaTe: ____ . __ 1J"~:J.4" PLASTlC METER BOX EQUAL TO MID-SlATES PLASTIC, INC, BCF SERIES MS8CF 1324-18 WlTl1 1.75" ~riICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID-SMTES PLASTICS, INC. MSCBC-1324-R 'MTH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A-A) "" PRIVATE ~ V IN UNIMPROIi£D RIGm OF ....I WAY INSTALL METER BOX AT ~I ~. PROPERTY LINE WITH 12" ". 15' LONG COPPER TAILPIECE . ~. w ~ ~I 0 :;IDEWALK ~ a. WATER ~ METER Ta BE SUPPLIED BY THE an' TYPE "K" oorT LOOP DOWN TO CENTERLINE of WATER MAIN TO PROVlDE SLACK IN COPPER SERVICE LINE TO METER. CooPORATION STOP WITH BALL VALVE. FORD fAPERED THREAD (CC). QUICK JOINT [3/4" FEll0QO-)-Q) OR AY MCDONALD 47016 W F810Q0-4-Q) OR AY ~CDONALD 47018 NOTE: COPPER TUElIN<J IF SERVlCE LINE 10 HOUSE IS HJ BE INSTALLED IN THE fU rURE INSTALL FORD Cl4-33 OR 44 FIPT )( COMPRESSION COUPLING COppERSETTER FOR 51B"X3/4" MElfR' FORD I/ElH72 15W 44 JJG, OR McDONALD BRASS: 21-215IVCOOJJ, OR MUELLER: J/4-B-2470-2 'MTH ANGLE BALL VALVE ON INLET AND 51NCLE CHECK VALVE ON OOTLET COPPERSETIER FOR 1" I\IIETER: FORD VBH72-15W-44-4-4G, OR McDONALD BRASS: 21 415WCQQ44-, OR MUELLER: 1-B-2+7D-2 BOTH IN.LET AND OU1LET YIITH QUICK JJINT. PADLOCK WINGS ON. INLET ANGLE BALL VALVE AND SINGLE Q-lECK VALVE ON OUlLET. All. FlTwms SHAll. BE WITH QUICK JOINT. ALL METER BaKES INSTALLED \',IITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON 80TH 510ES OF METER 80:<. A-A NOTE: 'loH:: C!;:NTER OF TH" HOl" MUST BE AT lEASi 19 FROM UNDERNEATH ~IBS UNLES5 THE ~IEI 5PACIr~G ALLOWS THE NUT TO T1GHTEN AGAINST THE OPEN SIDE Of MORE lHAN ONE RIB. [1RILL 2" DlA. HOLE FOR AMR (AUTOMAnc METER READ) TOUCHREAD DEVICE 2.-1/2'" MIN. FROM NEAREST AND FRONT EDGE OF PI1 LID PIPING ". z , ~ ~"AND 1" WATER SERVICE STD. PLAN -92l1.1 PUBLIC WORKS DEPARTMENT . : . p' · ·PROPERrY UNE:... ___ ,..-_ .~ , .. ~ 3"_0" 'b ruruRE NOVEMBER 2009 ~" BUILDING SEWER PIPE ~J BUILDING SE'NEH .1m===========~::=E;;n:=====J!O= = = l6~~:r:j"X<l. WIe: ..... ' ... '-:;ti< ~" SlUD NARKING ~osr. flfINT~D .. '....:.TE:;: WlfH~" SID£·~UlliT sUR~ACE CLr:'ANOUT WITH ~HlrE WlfH D-tE WORD SEIER STENCILED 1 0" MIN. NJTE, CAST IRON f~NG Ie "'OVER IN 3" HIGH SLACI<', LEITERS ,AtD I#J WIRE (EAST JCfUAN IRON .... WORKS ~~~:,£!l'Q' ~rt9~NH~ ~~pE ~TFUD1h~sOruD· 2975 OR' APPf/Q'~O EQUAL, .'" "'" , ., -.J , .. ,~. '.! -• SPECIFY "Ze:WE~" ':t-i UD, sEE STD: PLAt'!' 4CJ.l FOR INSTAlLATIO~I) . I>C'CErl~eLE f~OC~OUf!:e$· FOR SIDE ~ew~~ CQ{1N~C'TIONS TO MII,IN' LINES ARE !\S ~OLLOWS: ' . " A.. VITRIFlED CLAY·MJ\JN • CUT IN:./l. NEW SECTICN OF SEWER,~AN VIlTH A 'E~ rE~ U~I~:; Fl,I;XltllE GOUP,INGS c'rn~.;o 'OR APl'ROVEC EQVAL). Et, CONCRETE MAIN -CJT 1['( A NEW SE"CTI(JN OF"' SEWER MAIN 'MW A "lEW TEE l..5 NG flEXIBLE GOUPU"(GS (FERNCO OR APPROVE~· EQUAL), C, PVC;: IrIAI~ -CQRE-DRIll:.E'O wm-l A ROM"'C'SADDLE (OR A.PPRO\'E.D EQUAL) 8R CUT IN A NEW lEr U5ltm RIGID COIJPLlNGS. . D. QUCflLr II-{ON ~"'IN -CO~E ... DRfLLED I'IIH A ROMAC SAPI!LE {OR , . APPROVED ~QlJ".L), . Eo ~.I!.NHOLE C(}~N.E<"1lCN -A~L CONNECTIONS J:) MANHOLES'SHALL BE Al MANUFACTURED'{NOCK-QUTS OR ,lHE ' STRUCruRE SrJALl BE 'CORE':'DRllLED .. '50" ALLOWA9Lt' ~JAX . cJ~ CAST IRON PIPE OR DJCTILE IRON PIPe. \.c 0" SID, OUTLET 'IEE SE~IICP. 'S~R Iwi/dN M~IN CmlCRETf 81 CCKINC ANcl F OF TEE AT MAl ti Dvm ·is (I fVATiQ~: ' , . IyplCA SIDE SOWR ;: ='1A"DON U',LESS OTHERIIISE SHOWN ON. PLAN, SIQ~ SEWER S4AU. HAVE ·A MINIMUM 2,0' COVER AT PROPERTY LINE OR 3-:·' LOWER '11--lAN THE LO"fJEST:HOUSE ELEVATIO~,: '~HICHEVER IS LOV~'ER. P1!8WC WOIlKS DEPAR'l'MENT . . STANDARD BIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) CONSULTING Survey -Civil -Structural !:lfJLiS J·mpon vvay ~ Suite 144 Seattle, WA 98108 P (206) 420-7130 F (206) 457 -4469 plogconsulting.com ©PLOG CCNSU_ TING, PC 2815 ALI_ RICIITS RESERVED S'l'D. PW--406.1' 2 3 4 NO. ~ ~ " PROCI;:D~RI;:; . 5LQWl,:(PRf.:5$1,I:";ltE THE PIPE 104.0 f',SJ.G, AU-OW 2 MlmlJ!,S.FQ~ STASIUZAllCN, A[}C-INO- AIR A.S RECtJI~E.C TO STABIU,ZE: T--t:: .PRESSI.J~. AT 4,0 P.S.I.(J, . loLL SEWER PIPE SHP<LL MEEl A" MINIMUM ·AlR . PRESSURE TEST OF 4 . .0 ::'.UIJ. F"CR 5 MI~UTES . WlTfoI ND LOSS. Cf PFlESSU~E" IF THERE IS A LOSS, OF. PRE.SSURE, THEN "1\:: I1~E Of WE OROP ·fROM J.5 PS,I.G. ToO 2.:; P S.LG. SHA!-l HOT 'e£ ~ES~ THI\N Tr E TIME SHOW'I 01\ TrE ABOVE TABLES. P1!IlWC WQIlKS DEPARTMENT AIR TEST TABLE· ( LOW PRESSURE! ). .S1O. PLAN .:. 410 . FOil SANITARY SEWERS 4" Be-lD N5 REQUIRED (NO "'~ c, . ·llIAN ie' seN!,»), t'."v(!i:{ ZND CHANG:: IN IJIRECTICN OR GRADE: Wl..t. ~E~IR.E; 'A SI)R"Fi».CE CLEA.NCUT WYE.. JIOUX 5'":.! S"~Ii" W"ft . ';' C!lE"!: STD, f),LA~ :--.4.07) . . ~I ~. I . \ ., 5LJRFAct .CLtAtHilJ'f~. ,'. , ., l~~!!!I! U~E. 3' MIN. IF", THE BlJILOIl-iG SEWER SOh:'!;~ AN'!' fl~ru~1; ti~'l'I!oj(:l nO:JQ LE.'Jt:I_ Rll;ts LOCAl:::!:' aELOI'( fl:iE. EJ..EYAllQN OF THE: NEXT UPSTRE .... ' ;,(,6"MH:x.E CO'oER OF THE PUI;UC 5EWER SYSTEId, A ~A;::[(fL0W PREllerTlCN PE:VlCE" ~WC;H AS C~I CI1Et:!K" [>::TENi.J AEILE B:ACKI'tIl r:R VALl,£,; Oft AF'?RO'tED EQUAL S:-iA...L BI! 1~3TA!l.m, ' 4,j fLEXIEl1.£ C;'UFWIC (FEJ<NCo. QP, "QUAL), \ SURII'ACE: CLEANOLJT .\.. +". ,\-"K4" #-fg 4'" PIPING PI AN BUILDING D~AII\I "'OR LDW ELEV .... ~IQN HOUSE ALL SO· lURNS SHALL BE ACaJ~~L '1H~ 8'1' MEANS Cf A. W'I''' AND 40' ErnO. TWIJ " 'ENDSS"A" NOT "ADecPT:' ... ' I r-~-=C'C""'i ~. " t.J.QIES, .. hOUSE 4" 5I;.VltIl. ,PIPL, SEE NOTES 2 : . ~O: J. MIHIMUM I..I~E :lZE f:"CR OTI-IER THAN SlNCLE F'-'MIIX IS 6" 1. Prior te. ImlhflJtio~ qf 0: ooolt~')' ll1!WE.! i:On~~(..wjJoo. (l sTde~Mk'oe' , R~rmH m.~flt bs plirO::hllat.d 'from 1he City ,,/ I'I.Il:~tQ~ P.uhllc Vt'llk3 O"P'IIrl"',Ml. 2. TYPo!lll Qf pipe ll~d Iftt:~g~ thdi o.:,n b~ 1.I!!~d fcir eonJ1ary II"lWeNJ- ~h<:lll b~ <;pprowd by U!~ Departinent ·of -Pl.iplle Warli:s. j'ihlbb~r o· fW)pren.e g09kele {l~ '3p¢cJff'ea by Ihe mMI.Jfdctun:r-, ~hQlI be> . 'J-:;.c:I c:ri fi~b, ' " :5 .... !\,:'olmum grcee ~~ 2% (1/4J\ per foat) mUllt' bo' n1urrltg;ri$d , >I'll/-· of· plpe-'In the Hoot (] ~:\I ar~G ':'1:1,..,n61 ~!l md:itlt(lI:'JIJ'(I, th~ olJ!'ler ri',~~t: ~IQ~. ~ Clh' ~f Re~t~~ grcdlJ r~loosa farm aMi 1t1111r1-' " ;·tH1 :r~:$!IJ.~ ~~ pi"", ¢ <! 9r;:de QI 1%' of.. rllf Inupe'YLiIIr' r.:F Didl!· ~1I.at, ... 0;111 24 hQ~n rn atI ..... nct, The' In.epectill.r phon," .numblJt Is O~ ttte /'Ilca ~elllw ~.en.nl' ::>tIe mll~Uu Mlld.)I.fo~ Inap.el:ti"n .:rtd ~.Q~u:!liQntQllo't CI'1 ;'ItbEl ~he~ lnepl!lc\~r {.I'rlres lit .... ppQlni'lrl tine,' S'do SD'I'It:Ir Qrd lit~b ~h(lll ' I:)~ i('Olte<l'per City ililel:itT~cit(i)t"5, MiIJoi!, ~he :i.<mn~U'm at 111,> l1-ouae. Do ~ot a4ckl'fll t~e-dlter. i.JR1il ap;lfOVtll i:t 'a,iven 'by :he 1~1!'fo1l~tllr. riMI OPPI't::It:l( will bll! 9rM1~ Ilftolr t~e'li:o:iatjfl~ lI$j:I'Jc: l",m~. ~:.:J~ bell1l pU"Tlpec cut .:Jml,!'flled ",ltIl san<i. : 5. I ... ~t{lll.!lld@ 9';'111&" M1':2' minimum .coioet" 15" cover·ls Illlo\'I,ed· ('It o;h{j ~~~~ [f .o~t;tl Ii! aMI'o"', . , . !;I, If ~Io;jll< "fN!1r ~tl!b I, n~t; (I'tilIIQQI~, ;nli! <;W'~~r ~bQII t:l-e. re~po"t~lble .fo;'11ia ·nsttltlollon per. st'llrdllr'!i crcwlIi'jJ: ..oe·:. All" WfT~ 1\'iV'I!r).;!V:~"'.rJ!l~~-).I;f:-w~)' sM11 btl ~'\ln~ C:' 0 lIo~n9.lld onc bQn<;j"d OQ{1trlJ~t"r. , 7, raJ I WrK lIhal b'e llQelimpll~ncCl In oexllrdtfH;D YlIUI the. W~llhln\lt.orr. Indu~trl~I'$~f~lY ~fll;j HI)!;!\ti:1 A~~ .. Ct'!1S'1t9. a. ;>JI tr6n~~,'nl!JtoiQti[;(1 rDJ" ?Id~ ~"",,~r~ )n ~I'~ publi~ riql1t-of-l'lCj' *rai~ {lol'\fQrm t() tl'a r;(;~t ,C1orfllflt 1renth footO(atkm ro:j,Ulf.am'nt~. os: in, ~h~ ·Re1.~0:Tl Stcna\lrd OrcJlling&, ;l. ,IoJI buidln9 BmlU oM ~rde ~e"'8rl'l "~iJ11 h~,,~ h>~4t,!I~i{(~ ;.l"Q.Qr¢<;:n"o;I·tti\.h·~'\~ndQnl -d'Qllirl!l: 40~. 10, Th'll''II' ~h~ll· b.,. ~ ~~i"';um 11: ~t h~-iLOntU !lOlPllfot'gJ b~lfl\ll!n' ' r,tQnT!;Ury ::lice ilQ'II'm'<un<.i w~~~r 3oJr'w .. e», <JrU \I mlnfmum ,5 foot· ~etilQlltGI npQrl:rtlQn ~lIIt'll'nn f"J.nltorl >iIl:I'l' S(.,...r.f <lfJd .2! II'th'4lt ~tilttl<::J. .,. . . 'CAlL fOR LOC"TlONS BEfORE YOU DIG 48HR LOCATORS 1-000-424':'5555 I'UBJJeWORKS DEPARTMENT TYPICAL BUILDING SEWER FROM PROPERTY LINE TO 8.UILDING.eONNEiCTION . STD. PLiIN -' 41l6,2 • SEPTEMBER 2[)12. SURVEYED: SCALE: MXP i .,. DESIGNED: SEE GRAPHIC AMS/MXP DRAWN: AMS CHECKED: MXP BY DATE APPR REVISION APPROVED: MXP ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAYD 1988 HORIZONTAL: NAD 1983/1991 \ CITY ,OF RENTON , Planning/Building/PubliC Works Dept. SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE·CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS·BUILT DRAWING OF THE SANITARY SEWER SYSTEM. WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EOUALL Y ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF B INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS. AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS . 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON·SITE EROSION AFfER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTIOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. JUL 2 0 2015 SIDHU SHORT PLAT 223 S 19TH STREET, RENTON, WA 98055 NOTES AND DETAILS DATE: 6/25/2015 FIELDBOOK: PAGE: DRAWING NO: 030-14 SH'En 11 OF'1 1 A-NNNNAA