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Home My WebLink AboutLarge FormatQ) CITY LOT LINE OF RENTON ADJUSTMENT 101' COMBINATION AND CITY OF RENTON FILE NO. LUA-09-084-LLA OWNER'S DECLARATION KNOW ALL PEOPLE BY. THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A LOT LINE ADJUSTMENT AND LOT COMBINTATION THEREOF PURSUANT TO RCW 58.17 .040 AND DECLARE THIS ADJUSTMENT AND COMBINATION TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). 7ss WHEREOF WE S[f OUR HANDS AND SEALS. .· _ _ • / cQ . <"1'-_J.. . .I 6Wot-NoRTHWEST LLC. 1 . · JJ'1J~%1B~JIIIJ&. BY: :!1'",l'Tlt''S S hi-p...-.PAJ R~flREMENT. TR. USTt 1l. a .~" ti ITS: \/re~ ~,o-t...}1-BY .. Jtc,ICAI • ~0/'y I fli,, . ITS. -rrvstl ACKNOWLEDGMENTS STATE OF u.\-.. \.\. . ( SS COUNTY OF':);tl-t l,..14 5 I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ~\'\\..-5 5 hlrw~ IS THE PERSON WHO APPEARED BEFORE ME, AND fs1HE ACKNOWLEDGED THAT (~)HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT (~HE WAS AUTf-~ TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _{w _ _fi ' ,LJ1.± ___ OF RENTON-NORTHWEST LLC TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED~~z!~ ~~~A';~R:u::it~=~~ PRINTED NAME OF ,\ / NOTARY PUBLIC U • lAru.( 11 A\1, r ct:{ M CAIIMN ALCIIRIII "*"'~ .-c:1UICJfl ec.,n. .... ,. ... .,,, l)JO~P!ftDIIQlaUl'-1183 L X STATE OF 1: L ( ss z COUNTY OF C.00 k 5 8 ~ j ~ I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT L'_Q~ =' ;tbl 1 ' :s::: IS THE PERSON WHO APPEARED BEFORE ME, AND (S)HE ACKNOWLEDGED THA (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT q,)~E W~ f~T~ORIZED TO EXECUTE .. THE INSTRUMENT AND ACKNOWLEDGED IT AS THE -it..i.ce_J:::.~mi:til-oF JP MORGAN CHASE BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES II AND PURPOSES MENTIONED IN THE INSTRUMENT. ··1 I; ;' '~-! ,,--•:-.-,,;·\("I ~ DATED ///;l/{_,1 ' O SIGNATURE OF , <' L ~ NOTARY PUBLIC ''--"-P,r;1..,.-·· -1--.. --,1, 5= ~~~TR~ PNU~L~C OF Strd1er1 ()' VVttcin /( (\I •.· : TITLE JV 6-bo../\/ \-''.Jb/ h. ·7/~z/~1~! I I J 'OFFICIAL SEAL" Stephen D. Wh. Notary Public, State of llllnoll My Commission Expires July 9, 2011 ~ COMMISSION NO. 417162 MY COMMISSION EXPIRES JULY 10, 20_11 m 0 '1-1---~----------~-------------j C'l I") / "' C C C Cl1Y OF RENTON lAND RECORD NUMBER LND-30-0353 CONFORMED COPY 20091002900001 CITY OF RENTON SLAM 134 00 PAGE-001 OF 002 · 10/02/2009 09:32 ...... , 20 ..... :: ......... AT APPROVALS: CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT R _VED THIS _21_~AY OF _$ge_±_, . __ , 20Q_ci_ ADMIN STRATOR, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT RECORD LEGAL DESCRIPTION PARCEL A KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED TH;S °QQ.Jl DAY OF)i~, 20Q_s__ ~~~Rf;g['..J...N.~--------------------~-- ~--~--------~--~--- DEPUTY ASSESSOR ' TAX .ACCOUNT NUMBERS: 518210~0008, 518210-"0009 & 518210-0016 LOT 1 OF SHORT PLAT NO. · SH-PL-084-83, AS RECORDED UNDER KING COUNTY RECORDING NO. 8407239001. (ALSO KNOWN AS LOT 1 OF LOT LINE ADJUSTMENT NO. LLA-011 ~88, RECORDED UNDER KING COUNTY RECORDING NO. 8810119002). SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B THE SOUTH 140 FEET OF THE NORTH 182 FEET OF THE EAST 160 FEET OF THE WEST l 90 FEET OF THE NORTHWEST QUARTER. OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, RECORDS OF KING COUNTY. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON PARCEL C · LOT 2 OF SHORT PLAT NO. SH-PL-084-83, AS RECORDED UNDER KING COUNTY RECORDING NO. 8407239001. (ALSO KNOWN AS LOT 2 OF LOT LINE ADJUSTMENT NO. LLA-011-88, RECORDED UNDER KING COUNTY RECORDING NO. 8810119002). SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. RECORD EASEMENTS & RESTRICTIONS RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS, RECORDING NO. 5953034 . ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY SHORT PLAT, RECORDING NO. 84072:59001. (SHOWN) ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY BOUNDARY LINE ADJUSTMENT, RECORDING NOS. 8609229010 AND 8810119002. (SHOWN) ,·'· ACCESS EASEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDING NO. 20051229001534. (BLANKET) RECIPROCAL EASEMENT AGREEMENT, RECORDING NO. 20081023001386. (SHOWN) ADVERSE RIGHTS RESULTING FROM A STORM DRAIN LINE LOCATED IN THE EASTERLY PORTION OF THE PREMISES WHICH RUNS FROM THE SOUTHERLY ADJOINER OUT TO N.E. 4TH STREET, DISCLOSED BY SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED OCTOBER 22, 2007; JOB NO. 13240. CROSS EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF FOR ACCES.S AND PARKING, RECORDING NO. 20081023001386. (SHOWN) EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR UTILITY SYSTEMS, TO PUGET SOUND ENERGY, RECORDING NO. 20081211000445. (BLANl<ET) SUBORDINATION, NON-DISTURBANCE AND ATTORNMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDING NO. 20080320001096. AGREEMENT FOR RELEASE FROM FUTURE POTENTIAL DAMAGES, RECORDING NO. 8407260402. EASEMENT AND THE TERMS. AND CONDITIONS THEREOF FOR ELECTRICAL POWER AND DISTRIBUTION LINE TO PUGET SOUND POWER & LIGHT, RECORDING NO. 20081211000445. (SHOWN) EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR PUBLIC UTILITIES, RECORDING NO. 8711020434. (SHOWN) ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY SURVEY, RECORDING NO. 20030310900002. (SHOWN) ALL COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDING NO. 8101120504. EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR ELECTRICAL, TO PUGET SOUND ENERGY, RECORDING NO. 20090217002000. (SHOWN) AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA ANO ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 ANO AS AMENDED BY ORDINANCE NO. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE ANO GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOME- OWNER'S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. LAND SURVEYOR'S CERTIFICATE THIS LOT LINE ADJUSTMENT AND LOT COMBINATION CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE ANO COUNTY STATUTE AND ORDINANCE, AND THAT MONUMENTS AND STAKES HAVE BEEN S IN JULY, 2009. RECORDING NO. VOL/PAGE PORTION OF NW1 / 4 of NW1 / 4, SECTION 15, T. 23 N., R. 5 E., W.M. SURVEYOR'S NOTES NE 4TH ST GREENWOOD MEMORW. PARK ~ Vicinity Map No Scale SITE C z 0 z ~ r'1 z r'l 1. THE PURPOSE OF THIS SURVEY IS TO RESOLVE A PORTION OF THE COMMON BOUNDARY UNE BETWEEN PARCELS "B" AND "D" DUE TO IMPROVEMENTS, BY EXCHANGING PROPERTY BETWEEN PARCELS "A" AND "D", AND ALSO TO ELIMINATE THE LOT LINE BETWEEN PARCELS "A" AND "B". 2. THE BEARINGS SHOWN HERE ON REFER TO WASHINGTON COORDINATE SYSTEM NORTH ZONE AS PUBLISHED BY THE CITY OF RENTON AND ARE BASED ON CONTROL MONUMENTS #1503 AND #1851, HAVING A BEARING OF SOUTH 88-02-10 EAST. NAD 83/91 3. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM LAWYERS TITLE INSURANCE CORPORATION, POLICY NO. 1143048, DATED JUNE 3, 2009, AND FIDELITY NATIONAL TITLE, ORDER NO. 11678933-410-T20, DATED JUNE 23, 2009. IN PREPARING THIS MAP. BARGHAUSEN CONSULTING . ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON LAWYERS TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 4. TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE: 5182100008, 5182100009 AND 5182100016. 5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE-SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS. 6. REFERENCE IS MADE TO THE FOLLOWING MAPS: NO. 8810119002, NO. 19990623900005, NO. 7910119003, NO. 8407239001 AND NO. 8609229010 EXISTING LOT ADDRESSES LOT 1 4105 NE 4TH STREET, RENTON, WA 98059 LOT 2 354 UNION AVENUE NE, RENTON, WA 98059 WALGREENS/LES SCHWAB LOT LINE ADJUSTMENT AND LOT COMBINATION OWN. BY WALGREEN CO. 106 WILMOT ROAD DEERFIELD, IL 60015-6105 JOB NO. KMM 13240 DATE 06/30/09 it ____ ~M~A:N_:A:G~E~R~---~-..:'.S~U~P..'._T:._. ~O~F~R~E~C~O~R~D~s ___ _J _ _.;_ _______ _:~~=.:::...:.:'.~~~-----_J---------~'------'------J_~~~~~~~~?{4!~LC_H_K_D_._B_Y_:DJ:S~--Ls_cA_L_E~N/~A~----'-J_-SH_E_E_T.:!.__~o:_F_~2=---_J ;,: V) '" u -, ., m ~ w CL ~ CL " ~ u m ~ 0 Q w ~ ., 0 ,- Cl ~ CL • L ~ C " 0 '- w?I ~ ~ 0 ~ E-< -u .~, ., .. o, 0 ]< ~,'"1 ~Zl O' :?'o Z-:?_ "· '" ~~ ~.s >'·! " I' ;ti :r: , , ~ !QJ ~ I E z ~ 0 ~! ::::, '\1 _J' ~ Wi G:i e:; o:::! w CL Q._ lj J z 0 E-< z µ;=l ~ 11 I I ~1 ~ :r: :r: , , "' "' --- if> z iO iE ;O !Z !8 m!o z _J 0 w E LL 0 "' z w 0 Q._ 0 (/J 0 z _J 0 w LL ti "' w w z Q._ 0 0 z (.') "' w en 3: w w 0 (/J "' "' "' w 0 ';,: f-- (/J 3: """" 0 ...; Cl. (I) 0 U) -"' L 0 :,:: ·"' ::ci ::, Cl. '-0, C -0 :J m '-0, C ·2: C 0 Cl. :r: , "' (/J z 0 E1 ~, 01 o, -'I ~I "-. "': w 0.. (f) w 0 <( "' G ~ 0 :r: 0 8 I a Q:'. Cl. Q_ <( >-m z 0 VJ ~ Q:'. 0 z I f-- :::J 0 (/) ------ ---~--=---------~~-----=-===--- 1"=20' (/) .w (!) u Z> z Q:'. zW :s (/) (l_ _J <( 0 ,-z z :s !,i z -o (!) Q:'. ,a:: > 0:: z ww w z --(!) (!) z z-WCJ _,> -0:: :;,, :::, 0 (/) i'.Z!l?UZ::1/ J [:',-;/u.'.l.?R.7.l! {7.?:{Z);.."W-2'}; !?."C/?Z{YL'.2 C!7Z/X/ZJZZ2 t/---47£/Z~:0-2'21 u'T//...!ZZL.0 :)')'7.r/7/ .17::2 r n,zaz-,:,2n,1 ziz2;::av21 YZ<LZZ2ZZ?Z2 f?ZX'iZ[J//"-'"A t:!2Zl7Z2777) rLZZRZZ.l"f.6 ~~ t 30' dO 00 0 .- o. ·-N/ ~~ ~" ' ~, V,I ~ It mj . . ~~ w zz ~ Ow 2 1> 3d' =>J<C CHANNELIZATION TABLE I & ~j C'/T//7.Z.:7?'3 V.<'£ZllZZ?.I.Ll 0 EXISTING DOUBLE 4" YELLOW TYPE 'I' LINE MARKERS 0 EXISTING 4" WHITE TYPE 'I' LINE MARKERS 0 INSTALL NEW C CURB PER RENTON STD. DETAIL F003 0 INSTALL 4" WIDE WHITE PAINT BIKE LANE STRIPE 0 INSTALL BIKE LANE SYMBOLS PER RENTON STD. DETAIL H009.2 © EXISTING CROSS WALK LINES 0 INSTALL NEW CROSS WALK LINES PER RENTON STD. DETAIL H009.1, OPTIONAL PATIERN © INSTALL TYPE A NOSING PER RENTON STD. DETAIL F002 /f> .. ~oTot ScUpfOn TQ b~ peo·,ldo>d ot lnlocVQh o, requlce~ by,,,, En~•="• ~--;:.-~ lcf>\lltu·J!nol rib 7 Tca<.>verso rib ":--F-~~---F_:_-··:t_ t<~··-, ,··-,· t<'._, .. _ ,_,.'\',:.:.-::..JI)·-·· .~·-:: ····:11~,-,:·-·· I -~ al ---:----'-.f .,1E------•-,I=, m, 11 -J= ,..,.. ' I ' I -~~ •jf---L n -,1G1----n1&=-1------:mq1 ~.-,. __ -~ --_, =cc-llc!i=.c-..cc===~4c:;:::_ -----;:;c:i ··~ ~ -n'PE A CONNECTING DIVIDER TYPE A CONNECTING DIVIDER TYPE C CURB TYPE C HOSING NO.~ N0.1 lYl'f A CUIUl STAAIGHTSECTION m;,;o,1~rt'Yoro! J\~nf~;b• "J'/~t,,1;?)/~'~"'I JJpe C ,eotl0<1 t& 4 T:,po ~ lboci fo boci) oootlon. TYPEACUR.6 SECTION \ i f i ""-i'-, ~vi" t~ ~'It l 1~ I t<>W1" , , I TYl'EACONNECTING OMO ER llECTION •.l Robor '!YP PLAN VIEW LONQIJUOINAL SECllON TI!ROUGH TRANSV!;RSE RIB PRECAST TRAFFIC CURB STANDARD PLAN F-2 ADOPTED CITY OF RENTON STANDARD PLANS LASi DATE: Oll/27/1999 SP PAGE F002 File:P:\ 13000s\ 13240\asbuilt\ 13240-ch 1.dwg Date/Time:4/20/2009 9:04 AM Scale:1" = 1' RHERRON Xref: , z13240-s.dwg, z13240-t.dwg, z13240-renton-b.dwg, ali.dwg CHANNELIZATION PLAN WALGREENS NORTHWEST 14, NORTHWEST 14, SECTION 15, TOWNSHIP 23 NORTH, RANGE SE., W.M. RENTON, WASHINGTON -------s--••=.-,~-~_== ---~--~-~~=-= __ =_= ___ =_=== 11 +00 tJ.0_JE: 0 :"lt i O ·~-- 25' YELLOW CENTERLINE PAVEMENT MARKING TY 0 [ _C_ ]LOCI( _ No, to Scale rypc· A 8LOCK hot to Scale Q' UCNGlHS ALLO"//A~L~ ~~LY \l,l lH A!-'H(CV/,1. IJr" C:NG1r;f.E~ NE 4TH STREET 12+00----· -------'323.-24;-,_ -- ·''--- ---------------------·--·-··-···-------, BLOCK TRAFFIC CURB ADOPTED CITY O.' :ll,;~'l'ON STA/lDAflD PL.-lliS l.'iT 1i,n;;: (/•1/U~ !J'NG. NA.\ll: FOC3 SI' PAGE:.: i"'003 & _____ _ ------------""'._'cc_ ===== /j)_ S88'03'12''E 2604.46' (BASIS OF BEARING) ------i---- G HALFMARI\ER 11" MIJ. INltS<N.• • -,----- . .. CHITT"'-1>"-<l' OI\OSS C•JsvtRT <;;ROSS CULVERT CATCH 8AS1N OR C,R,\lE INLET DRAINAGE MARKING FU:..L .. .ARKEH :, ~ '"'""'"''": Al:RIAL SURVEILLANCE MARKERS I··-···-----·1 ;;-.==.::..-=-;=-";..~~~ ~-------,----~-- t!OTES (i) S<J llem '"f<.a,1:o"° Crosc.~s ~)rc.001· ;.,a.aces ·x.· ,y.Tb>I. ;,~ar,. on<I C'n'J 1•· ""·"' lcao,"""'° '""' 0 l•· "'"''~\""'""•he @S!c'!'lJno • 0.~/.N5'Ci<S SHO\'ci ME~.PPMXl'-"Tt. 'iEO COliTAACT © v,,0-1 M,·anceWam'r.g S.~n (r.ot Le~Jde1 ,n RR C:os.i~ S)fflti<:I G.-c! lice,) ® S,,;c "Slitc.dard /IJphoi>elS ;or l{;gl-maySl,,n• •rod Pa.,.,-,,en, Mall:ir,ss." 197:/ E<lruon {FJ.M(/o) © p.,ro Stop Li"o 1\7 ffom tr><> ~>re<t rail or sppro,l:na\0)" S loot from RR gato, ff pro'-"nl RAILROAD CROSSING SYM80L .... " ' . ........... _-_-_?·_-_-_·-.-.-.-.- . . . . . .. . . . . . . ... -... -... -. -. . . . . . -. ' . . . .......... -·' I __._ 25' YELLOW CENTERLINE PAVEMENT MARKING "~''-"""' ~RQSS CULVERT GENER.AL NOTE '.;e,, c-~n~.,,;'.t<r lx.atnn ~ad ma\ar;al '><i"'·"""'"I< --·----------- ~t· "', --' ~~( __ _£ _ ___:_. ;J~tJ~f"~"°V\OU,S ow.-.Y-/1 .. --.: :· / /' . d '_. '.)~)io~)·~ NOT£$ ~E§' / :Af<i' /,.s:i 0 ;:i':'.:'.'.;3:,;:~·. ':~ ·, !"""'-"'' 1. For o!.<·.ve~ e<o»-wa::;s, poS<l,on the l,res paoi!al --=~·"cJl·~~L}'.."'·.:·:~~P.-1 lO!Mr:raffic:.,"" · "' -~ --.., ~ 2 lm!a!I Cr,isswa'~ Ur,a l'1 "'""""' f,,(#a on,y """" LOCALAG~NCY OPTIONAL PATTERN GROSSWALK LINES LA Your NOTES G) B.d """ ·sk-,.clo Lne :S~rnb.,I" ,,,caoJ<la;; ~"'' a,., t~~ m,~r Ojn-.bal @ :!' < ~• \r,t.,O, AlfGH Q:: Of.~ Rider ,,-.,~1 BICYCLE LANE SYMBOL + ,_, oci:a.e"I \o o·,lewalk w sepo,a'.e w•l~way PA.VEMEN.T MARKINGS STAHDARD PLAN H--Sc ADOPTED CITY Of HEN roN STANDARD PLANS LAST DATE: 06124.'2002 SP PAGE H009.1 Gl::NERAL NOTE SIN ccnt,;cc Jo: IWat:Or, '"" <r.utorlai rnquirec-.o,,ls ACCESS PARKING SPACE SYMBOL PA\IEMi:.NT MARKINGS STANDARD PLAN H•Sc ADOPTED CITY OF fl.EN TON $-;"ANDAFW PLANS LA!::iT DATE; 06/2412002 SP?AGE U009.2 RECOMMENDED FOR APPROVAL By: ____________ Dote: _____ _ By: ____________ Date:------ By: ____________ Date------ CHANNELIZATION SHEET CH1 0 z CD 0 """) w 0 a::i ! i ,, :i '! ' \i il ! ,i J! .. ,J 'I ·' . [!· ,-,, l.Q King County Dept of Assessments Control RightOfWay Plat Lot Easement Survey GovernmentLot Hydro DonationlandClaim Parcel UPlatted Major Number The information included 011 this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. Do not u.se for survey purposes. SI'/ 10 Zl-OS '" 10-2J-05 NW 15-23--05 SF .c 3-30' ., " ............ 2'. ):SMl'. ' N 0 0 0 N N 1681'),F . ,_,,. '.'~J; 257.36 !_(JT 2 53rl3 %:::!J t..8906021-) ~00 22400 SF 9217 " N rl I ' I, l . ' , .. 4J S 88-02-58 E 142.12 0.51 AC 0374 142.12 z ShortPlat 0rigina1ShortP1at Parcel 214. 64 N 89-43-21 E ')' )d JndS ()l'.9. w ,, ' SC' ; ! :1 ;;~ 31.75 2 175 ' ;J, ' (J. 5S /•.C , , 25055 .SE', g uo:.cv "''''·'"' "• 'city 214. 41 '1538/314 N 38-o.:!U-c 15~.81 75.06 ~S-102 Sc 0[J(Vi 8130 SF ~ %87 125 16:;80 S ':J0'.;3 i ,--, , ' I 1 •• _,1.,8 'nc,o le-:::: '°'d 000 rl '<,lO' ,. 0 00' -1 e• '~~ \_'' r •• I ) 0 '" " 0;,:; ' . 'O ~ ~ 'y V 0 0 ' 323.42 p 160 293.42 ''" '"" 9D E:5'lT. '5 \ I 22,lGO Sl·' 0000 Cl .!:!~.-02-5~ W REN SP 084-83 0 00 rl N 0 :. 0 0 ' ,. 0 <2,;J.21> 133. 2? LOTi J.71C6 .Se (J(.)t() 133. 41 '·"''' 840723900 N " 2d2U SF rl ~-·-· 10"!? (j}l{, 160.03 Lo.,:1 REN LLA 009-86: 8609229010 REN UA 011-88: 881.011':IIJ@if:13 : ~, ' 00 i1") • ---~ t:f1H: i ~ 8~ rl I v 24' "'D. 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GINNALA 'FLAME'/ FLAME AMUR MAPLE 0 EVERGREEN SHRUBS PJ AU CH TH LF MA BW BA BC SN BBW EPR PJS APV ® ------------ PIERIS JAPONICA 'MOUN TIAN FIRE' / LILY-OF..:. THE-VALLEY SHRUB ARBUTUS UNEDO 'COMPACTA'/ STRAWBERRY BUSH CISTUS HYBRIDUS / WHITE ROCKROSE . TAXUS MEDIA 'HICKSII' / HICKS YEW LEUCOTHOE FONTANESIANA 'SCARLETTA' / DROOPING LEUCOTHOE MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE BERBER IS G. 'WILLIAM PENN' / WILLIAM PENN' BARBERRY DECIDUOUS SHRUBS BERBERIS T. 'AUREA' / GOLD-LEAF JAPANESE BARBERRY BERBERIS T. CRIMSON PYGMY' / DWARF RED---;LEAF JAPANESE BARBERRY SALIX PURPUREA 'NANA' / DWARF PURPLE OSIER PERRENIALS BERGINIA CORDIFOLIA 'BRESSINGHAM WHITE' / BERGINIA EPIMEDIUM RUBRUM / BISHOPS HAT PHORMIUM TEN AX 'JACK SPRATT' / DWARF NEW ZEALAND FLAX AEGOPODIUM PODAGRARIA 'VARIEGATUM' / BISHOPS WEED GROUNDCOVER ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS' / KINNIKINNICK NOTE: ALL PLANT MATERIAL HAS BEEN SELECTED TO BE BETWEEN 1 AND 4 PER 6' HT. 5 GAL. 5 GAL. 5 GAL. 30-36" HT. 2 GAL. 3 GAL. 5 GAL. 1 GAL. 1 GAL. 5 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 4" POT CONTAINER, 4' O.C. CONTAINER, 4' O.C. CONTAINER, 4' O.C. B&B, 30"& 3' O.C. CONTAINER, 3' O.C. CONTAINER, 3' O.C. CONTAINER, 3' O.C. CONTAINER, 3' O.C. CONTAINER, 3' O.C. CONTAINER, 4' O.C. CONTAINER, 2' O.C. CONTAINER, 2' O.C. CONTAINER, 2' O.C. CONTAINER, 2' O.C. 24" O.C. OPALS (OGREN PLANT ALLERGY SCALE). ALL SUBSITUTIONS TO BE APPROVED BY A WALGREENS PROJECT ARCHITECT. 2. ALL NEW AND EXISTING PLANTING BEDS TO HAVE FINE BARK MULCH TO A MINIMUM DEPTH OF 2''. 3. LANDSCAPE DRAWINGS ARE BASED ON THE SITE PLANS PREPARED BY THOMAS THOMPSON AIA. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY FIELD CHANGES TO THE SITE PLANS WHICH MAY REQUIRE ADJUSTMENT OF DESIGN. 4. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE INFORMATION. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT THE HEAL TH OF PLANT MATERIAL. NO PRE-EMERGENT HERBICIDES TO BE USED ON THE PROJECT SITE LEGEND 1 TREE TYPE /-\i£CALIPER @ DBH ( Fa 12 ') SIGNIFICANT TREES TO BE RETAINED \ / ' --c"" / 1+12 CX~(X) SIGNIFICANT TREES TO BE REMOVED TREE TYPE ABBREVIATIONS F DOUGLAS FIR M NORWAY MAPLE A RED ALDER EXISTING SHRUBS TO REMAIN '~/~ WETLAND & STREAM BUFFER PLANTING C • /," :,;, REFER TO PLANTING PLAN PREPARED BY SHANNON & WIILSON, INC. LES SCHWAB& LANDSCAPE CALCULATIONS TOTAL P4RKING STALLS: 35 REQUIRED, PARKING LOT LANDSCAPE: PROVIDED\PARKING LOT LANDSCAPE: REQUIRED !\ARKING LOT TREES: PROVIDED PARKING LOT TREES: TREE RETENTION CALCULATIONS TOTAL SIGNJFICANT TREES (6" CAL.<): REQUIRED /TREES TO BE RETAINED: TREES T7 BE RETAINED: I * EXCL~DES EXISTING DEAD TREE *9 1 (TOTAL SIG. TREES X 0.05) 4 TOT AL PARKING STALLS: REQUIRED PARKING LOT LANDSCAPE: PROVIDED PARKING LOT LANDSCAPE: REQUIRED PARKING LOT TREES: PROVIDED PARKING LOT TREES: \ \\ LANDSCAPE PLAN o 1 o' 20' 40' 80' rL1 I I I SCALE: 1" = 20' -o" 54 1,350 S.F. (25 S.F./STALL) 810 S.F. 9 (1 TREE/6 STALLS) 8 City of R Ptannfng 0 ":nto, 1v1sfon AUG -i 2Dug S!AlE OF WASHINGTON REGISTERED ~ij!i(}l'E ARCHITECT ... t{AL(.. .. Wll.l.l>M A. ~WN CERTIFlCATE NO. 501 C C: 0 ~ C: (1) E (1) Ol 0 C: 0 o. E entitlements Thomas Thompson AIA tsq@att.net cell: 206-409-0755 ph: 360-629-3985 fax: 360-629-5435 29619 15th Avenue NE Stanwood, WA 98292 Consultant WB L A Landscape Architecture Site Planning Irrigation ~-~ 16630 30th Dr. S.E. Bothell, WA 98012 phone (425) 417-4609 fax (425) 486-1564 Project " 0,. I- 'q" w <"I w ~ QC =#: 1-- C/) <( V) ..c z +-s w '""'" .. Wwz ~zo ~ l.{) I- <( 0 Z :t r-W '""'" QC Revisions Permit Submittal 4/30/08 Bid Set 5/ 19 /08 >-z <( ()_ ~ 0 u 00 z 0 (/) -0 ill (/) ()_ _J _J I ()_ I..... 0 '-1- 1-Permit resubmit 7 / 16/08 2-Contruc. Set 8/15/08 3-Contruc. Set 3/13/09 4-Contruc. Set 5/4/09 File No. Drawn CB Checked CB Date 1/4/07 Sheet L-1 LANDSCAPE PLAN 1\ 'j I I . ii i '- X z 0 VJ <( 2 :,,:: V 0 0 VI CJ) V E i-= <I) +-' 0 0 +-' V V s: VJ .;..; :, 0 _3 / /w CITY LOT LINE OF RENTON ADJUSTMENT LOT COMBINATION AND RECORDING NO. VOL./PAGE PORTION OF CITY OF RENTON FILE NO. NW1 / 4 of NW1 / 4, SECTION 15, T. 23 N., R. 5 E., W.M. LUA-09-084-LLA FND FINISH NAIL IN CONC IN CASE -CITY OF RENTON SURVEY CONTROL NO. 1503 g 1 O --NW CORNER SECTION 15_----'-'~t--- N= 181067.883 16 15 NE 4TH STREET (PUBI..IC WAY VAFIIABl..E WDTH) S88'03'12"E 2585.68' ---E=1311396.675 (VISITED OCTOBER 2007) ---c----11 _ . 10 · · v~T rnuNo~-· -· 323.2_5_' ~-------- PROPERTY AREA PRIOR TO ADJUSTMENT: , TAX PARCEL NO. 5182100008 = 22,404 ± TAX PARCEL NO. 5182100009 = 27,104 ± TAX PARCEL NO. 5182100016 = 21,124 ± PROPERTY AREA AFfER ADJUSTMENT: 30' 30' ~ : i m 1g 2 i ..i: ....... <"I ,,., -w ,1-U I z co N ~ ~ .._ :z b LLI 0 ::::.: z I.LI VI z i:5 ~ I.LI :z . iii!~ :::::, !gu 3:~ ·-.. A =90'59'22" R=25.00' L=39.70' RIGHT OF WAY DEDICATION REC. NO. 2.Q;ptO'iOl Dotb/0. ~, 01 N[ ,f-I I S88'03'12"E: 293.25' : ,!;;.~""'"00 f 12t ,mt l._~-:~: s.04' ~ \' "' / / / r7) 1 )~ REC NO. 1 1 BE EUMINATED / / (STANDING / I I / / ElrJ /1 NEW: LOT 1 /// // / //{J/ /// / : !al!! !al!! I ~· II 7,5' SANITARY/ // / I I --.::i ::J I //SEWER EASEMENT/ / I 1 sag~ ""\., P. I REC. NO/ . /. / /I I e c5 :z g fPJzGi:--;.... I \ . 1:1 84707239001 / / / I I -:.i: Ii:! ~ ~ I ~ FLOOR AREA ci / / . / ' / ' / // ·) 1° o·· q 14740±SF ""' / / I 1 1 ~ ~~ ~ .• , • .s!. ' · · \· I STORM DRAINAGE / / . / ..i-..i-EASEMENT REC: / / I I ~~I~ ' ' NO. 84707239001/ / ) I g i':l / / / / \ BUILDING . CORNER I I J,o.J 01' / / / / \ . ., f 1 I~ "" ... ··· / / / / / / /\ 10' PSE ESMT. ON NEW PROPERTY t 1o I-~ / / / / , , "\ REC NO. 8411160567 LINE & 0.5' s. OF I Ii a, NATIVE GROWTH PROTECTION EASEMENT & 8408170673 OLD PROPERTY LINEI O I\ REC. NO. 20090813001198 // /\ LOT 1 LOT LINE PRIOR ,160• R£CORo) '° : 1 z su1LD1NG o.7r NORTH t / r e // / / / / ,;..__ / / > \ ~ TO ADJUSTMENT S88'0J'l 2t l60.0J' 'OW LINE) o 11 (117' OF NEW PROPERTY CORNER l , 1,o '° //TRACT A/ /• )'\,, / // ). ,-\ I 114.0' \ 1-:Z / / / / /"' , ' / \ ~ ,-LOT LINE AFTER 588'03'12... ' ( ---·-----------~------------/ / / •/ ,./ ./ /\ a I . . t 161. NEW LINE). . • . 11-~ 51.15' / / // / / . / /\ / . / \ :z ADJUSTMENT---i -----· ---\ : I / I / / / \,, / \ I T . / 7 7/7 / / 1 //. • /. /~/ / \ W ciq ACCESS AND PARKING / ,,:. AREA, WIT.HIN / / . / / / /'<. . / /l ::' I ~'Gi" EASEMENT PER REC. NO. i WEJ1AND B1)FFER • / ... / • / '\. / / / \ ----------~ .....,~ 20081023001386 1 N I /= 511 SQ. FL / / / ';\ / /\ 1:--:::::1-\-"~ ~~-1,,.._ __L__L__/~~-L::--J~ ~ (CONTAINS 14,348 SQ. FT.) / ~ . . . . ; . '>(. . .. , // . / / / \// / J. 13' X 24' 30' INGRESS/EGRESS _;;, [i:;3 f...z.._ i '° . . . / X /-/. /* • A / \ -----~-~ ---------"--- PSE ESMT. ANO UTILmE$ EASEMENT !al!! :3 ~ · ,n /I <,,.:"<I . // / ,,< / // // / \ / /\ REC. NO. PER REC. NO. 8407239001 LOT LINE PRIOR ::;J LOT LINE AITT.lLL_J i--.L.-.? / / , / • / • . • / • r,. / t--~ ---------~ - 20090217002000 (CONTAINS 4,801 SQ. FT.) TO ADJUSTMENT§ ,. ADJUSTMDIT , i / AC~ESS EASEME~ REC: NOS./ / \ /. ·1 c:i ~:z --S88'0J 12"E: 132;lq'.i1 ~~JJN_E 8609230401 & 8810261102/ ,t / / I es p.RGf.\., C ~ 1- 1 . 27 , S88'03'12"E 133,42' ((Jfjj'QN£) /(CONTAINS 4,885 SQ. FL.,. / A\ / 1 ~ ~ \' 6 ' . (133.41' SP) . I // WITHIN ~UBJECJ PROPERlY) / ,/ // // \ l:! ~ NEW LOT 2 ~ · r· / / / / / // 1 ·,/ ·/ / i \ / / 1 ~ 5 10' PSE ESMT. $'I I I / / // / \ ./ • / V / ' I--R&EC84N008.1780461713160567 t ;::; I r . / / / / / / r, / / / / / / \ / / /) \ _ I ---T--, 54.17' z -l8 I _,_/ // (· / ~ ,/. \/ // /\ 11.81' ' 34 · 5 ~: ~~~pl~8u~R~~R ~r B~l~~~~;R:i~A~ --------1 : /// //t/ / / .. ~!LAN~ //.\/ // /\ 30.00' 1 I~ NI PROPERlY LINE NI 0.52' NORTH OF \~ t · 1 , 1 11 I / / / / /' / / , / / \ -------11 1 59.5' I PROPERTY LINE · , I I / /( / . / )· / / \ '· S88'03'12"E 160.03' 1 I I I // / . \:" /,;. / /• / •\ // / /\ -, --i1/ L r / . / ' .. / X . / / , FLOOR AREA ci I r-NATIVE GROWTH PROTECTION ~S~Mr:.~T / • / ~ / / ,, 10· UTILITY ESMT ,_: I I REC. NO. 20090~1300)199\/ / // // '\ ./ /, \ I: REC NO. 8711020434 11 ' 98 1± S.F. LOT 3 : . ,ii : ( ,/ / //\ /./. // /* /;;;\\ /.·· //\ , REN LLA 009-86 REC. No.: 8609229010 / 1 /// // // /\ ,· / / // /,\ // /' l L ___________________ 190.5' __ REN LLA 011-88_REC. NO.j18810119002 :, I / / // / )// • // •// ... /. ·)< . / >, I I V / / . / / / / / / . / \/ // ) I / / /. / */ ,./ .y ./ "'\ . /'I J '/ / / ( / . / / / / I / . ~--------------------I I / / .. / / / . / . / ~/ /. I ----------I I / / A /. ,:.. /,. //. / * /I / /I --------I \ / \ / / , . --i I / / / / / / ./ / / I -L _______________ L_______________ il : /// / /t//; ./ ://. :/ ;// : r // / l ------------------1 J . / /I / / /. / / I/ / I JO' JO' FND MON IN CASE 16 115 w/COPPER PIN SET IN CONC CITY OF RENTON SURVEY CONTROL NO. 478 N=178418.363 E=1311352.404 I \ / / \ • ,J.. . /,;. /... / • /I / I / / \/ / / / / / , I / / / / ./ / I/ / I I / / .\ / • /. • . / .• / / • / */) / I I / \/ / / / ·' / / /1 / / / / / /I I \ / \.. / / / / / / I // ;-·,; /* ,.: (/ I / , /( / . , / / 1 LOT 2 • (SP) 0 20 40 80 ~~ SCALE: 1'"•40' SET REBAR/CAP "BCE 27328" DIMENSION CITED ON SHPL 084-83 REC. NO. 8407239001 (RECORD) RECORD DIMENSION -------LINE OF EXISTING BUILDINGS 77---Y-AREA OF ACCESS AND PARKING EASEMENT REC. NO. 20081023001386 A /{ *'-..,_ OFFSITE WETLAND AREA 't'@· WETLAND BUffER AREA WITHIN SITE / / / / / OFFSITE NGPE AREA --"----/ --.L_ (VISITED OCTOBER 2007) WALGREENS/LES SCHWAB LOT LINE ADJUSTMENT AND LOT COMBINATION SQUARE FEET (0.51 ± ACRES) SQUARE FEET (0.62 ± ACRES) SQUARE FEET (0.48 ± ACRES) WALGREEN CO. 106 WILMOT ROAD NEW LOT 1 = 49,508 ± SQUARE FEET (1.14 ± ACRES) PRIOR TO DEDICATION 47,022 ± SQUARE FEET (1.08 ± ACRES) POST DEDICATION · DEERFIELD, IL 60015-5105 JOB NO. NEW LOT 2 = 21,124 ± SQUARE FEET (0.48 ± ACRES) 0 0 0 ~·11-------'---------------~-----, 13240 w z l C 0 ·2 ::, i ' . ' ' /./" 1. ....... . : a!Ml" I ' / NE 4th St --------·----·----------·----·--------------------------· --------·--------------- -----------------.. . Unnamed Tributary . (Class 4 Stream) ---. ·-----·---· --··-------35-FtClasS-4.Stream.Bp!f.er ·:~ __ -:,•., ..... 0 . ___ '·~· il'C"-"--'-'-'-"'-'"'----..=.c.-'--"-_..:...--'--=.:...=.c:=--'-'-'"-'-.c:j I PROPOSED WALGREENS 20-Ft. Drainage Easement I I \ I I I \ I I I \ I \ I \ I i · .. : )(. ' !, Ir unnamed i Tributary " (Class 4 Stream) \ I I \ : _:= -c:_·_ '-+-":· __ ··:: ~--' · .. ·---· _ ~ · X .. ?o~.l .[f'.i-~. ~ '• 1!\,,,·"- \ I I vW A-1 I \ I ' \: l! XSoil ---------------------- LEGEND Proposed Buffer Averaging (3,080 Square Feet) Cedar Split Rail Fence (See Detail) Wetland/Sensitive Area Sign 0 ! I 60 Scale in Feet 120 N_QIEc Figure adapted from drawing renton_ 11-29-0_7.dwg received 12-12-2007 and electronic files received 1-31-2007, used by permission of 4th Avenue Associates, LLC. Soil T 1'-4" 2'-6" I i SPLIT-RAIL FENgg_~IIf:LSENSJ"flVE AREA SIGN NOTES 1. Split-rail fence will be installed around the perimeter of the buffer and stormwater pond. · 2. Sensitive Area slgns shall be spaced approximately 50 feet apart around the perimeter of the buffer area. 3. Sign placement shall be subject to the approval of the City of Renton. PLANTING PLAN FOR RESTORATION AREA LEGEND ---~4"''-'-~-. ,_L~tinJ~~·rfl~\i,::':··· -._:· 01.t~Otity_~·~ ..... 'Sfz~ ) ~-"":~ :'~, ... ~;::~~_;n-ditiQ;-~ i. : ·:./·~:~: -·= Spaci/1g :,,; .. /I !;nglish Na111~, ····· I • -~----- 2 gallon ..... )'1':l:: Douglas fir Psaudotsuga menziesii 20 >3-feet .. @ Big-leaf maple Acer macrophyllum 20 >3-feet 2 gallon ·-0 Scouler willow Salix scou/eriana 75 12+ inches 1 gallon ---------- Ce) Indian plum Oemleria cerasfformis 25 12+ Inches 1-2 gallon ·r------"-·---- 12+ incheS 1-2 gallon ~-Lewis' mock orange Philadelphus /ewisii 75 (o) Tall oregongrape Mahonia aquifolium -,·--· 25 12+inches 1-2 gallon C) Nootka rose Rosa nutkana 77 12+1nches 1-2 gallon ·--·· - *Quantity based on revegetat1on of 5,912 square feet of area. SEED SPECIFICATIONS FOR RESTORATION AREA I _B_ro_m_u_s_c_an_·n_a_tu_s_ ·~-----10% _s_1u_e_w_lld_ry_e ___ ,_E_IY1_1?~_¥!auc~~-----+---60% Red fescue Festuca rubra f 30% L_-----~-~--------: *p·ui = Pur~ Liv~--i,-~~ci California brome Planting Mulch Depth Berm --1 r Equ.als 4 Inches I . I I I I .. 'lJ" ..... < ·.. I I I ,•. ·. ·. .. -: ... ·_ ' ----. . ._:: · ... :,-:. 7,JK::;x:,"'·'0~V7~ · \ 9<X.X7/"Y's"Y?y'"--/',Y"-/'-,/"V"-.. CONTAINER PLANTING DETAIL 9 feet on center 9 feet on center 4 feet on center ·-- 4 feet on center 4 feet on center 4 feet on center 4 feet on cen~ Minimum 3" Any Dimension Split Cedar Rails ..,,..,.-----6"-8" Minimum Split Mortise Cedar Posts C: (ti a: ~ g, ~~ :, C: (ll ..\!1 ll.. E -o (ti (I) (I) = ;:; ~ (/) (I) -0 Cl C: ' (ti C: -0 (ti C: - (ti ll.. .:, C: (I) 0 s :;:, -~ (ti ·-c::: u::: ~ O'E Zl:! -:, ·"' za o'.::'. (/) -\'l ...I" -E ::.g ~E w z,, 0~ z.; z·~ <(~ :Co (/)J !;;; u., ::; 0 0 0 ~ (') a,O -~ --co t--t-- t-- "' ' (') '"" "' :::, "' (f) '"" -o'° " C: (""? C) ID.So~ <l) C) C> .. ~c<'?~ u5 :c >< ..s:::W OU., -"' ca ""'s: .o (') Q N ..s::: <l)~ • C> t:: -Q.. 00 0 a=: ' z ~ ~ 0 (f) "' 0 (D ...,. = ,::!. 1------------1~ ., 0 ls: :;; .,, E " ... i, z z (.) a. c :z l:! w ! (.) !;;: w :c C C (.) SHEET ~ 0 0 ::t ~ ~ "' d z "' 0 -, 1 X gj C ~ " .§ en ~ ·"' " i ·"' i= w z £ § ·c :::, I i .... . ..... + ··--·-I·-· - I ' I I I I ' I ' I .lli',&J i ' ' ' ' ' ' ' :~ NE 4th St ------·---- --------------------------- ----' ------------------------- ----------------- 0 ---------------------------------- -'. ~ ..... J ~ Maplewood Creek within Bu-ried Culvert ~ / 20-Ft. Drainage Easement ___/ ...... / so'.Ft W~tlan~ Buffer Y . \ \ \ \ \ \ \ \ \ \ \ \ 35-Ft Class 4 Stream Buffer \ \ \ \ \ 0 --........ "\...-----~----. Ir unnamed I Tributary (Class 4 Stream) I ·--------------·--·-------==---=-=---__ _ LEGEND 1-----I Standard Wetland and/or Stream Buffer I_ ____ I (2,849 Square Feet) --- Proposed Buffer Averaging Configuration (3,030 Square Feet) Proposed Buffer Take Area (1,394 Square Feet) Proposed Buffer Give-Back Area (1,575 Square Feet) 0 ! I 60 Scale in Feet 120 ---------- NOTE Figure adapted from drawing renton_ 11-29-07.dwg received 12-12-2007 and electronic files received 1-31-2007, used by permission of 4th Avenue Associates, LLC. I -,., ~ Soil z <( ..J a. a. w <( !:: ~ (/) a: cW W LL (/) LL 0 :) a. Ill QC a: z a. <( LU E f- </) z 0 o5 > w "' w it Cl !ii <( <( c UJ OzN Cf) a, o. Ql N E :::i co 0 C: 0) .c: ~ <{ I-<( $ Cf) (ll .c: " Ein"8 0 ~ 0 ..c 0) :s: I-~ C: · CO (0 ~ 0) -~ N 00 f-z LU :::; 0 z <C a.. i <( w :a: I-Ct! -w "' u.. Cu.. w ::, "' m Oc a. z 0 <( ~ a. ~ c:, c:, • :;g: N N ~ • ~ • ~ N ti LU OJ :a: :::, z OJ 0 --, s: ~ U) lo '§ -~ U} -w :c ·"' 0 L-----------1;:,; X ~ la '§ <1> .el (/) ~ ·"' = ·~ 0 ·"' I= OF RENTON ADJ-USTMENT LOT COMBINATION CITY OF RENTON FILE NO. CITY LOT LINE AND LUA-09-084-· LLA OWNER'S DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A LOT LINE ADJUSTMENT AND LOT COMBINTATION THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT AND COMBINATION TO BE THE GRAPHIC REPRESENTATION OF HIE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN. ACCORDANCE WITH THE DESIRE OF THE OWNER(S). 7ss WHEREOF WE SET OUR HANDS AND SEALS. . • l~-<f?HY/£sr LIL . .J"[,%1,~~;ti.l ITS: vice_~,~,-,-\-BY:~"«A/ • J,if,J.,.Y BY: .:f P.ff"le'S S. h ifrnP",) . RETIREMENT TR. U. STl .... 1 a~,•" ITS; ,-f'l#Stc ACKNOWLEDGMENTS STATE OF u.\-.. \.\. ( SS COUNTY OF'S,._(-t l,.14 5 I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ~~.!j 5h!t-!\M.!1 IS THE PERSON WHO APPEARED BEFORE ME, AND ~HE ACKNOWLEDGED THAT (.S.)HE SIGNED THIS INSTRUMENT, ON OATH STATED. THAT (~HE WAS AUTH~~ TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _{k:LJ1 ' ,t,.>:1.± ___ OF RENTON-NORTHWEST LLC TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED S,~+,.,h,, 3, 1 0:1;. SIGNATURE F ~ /)J _ / NOTARY PUBLIC ~ L.-M!IU11 ~ PRINTED NAME OF A NOTARY PUBLIC kl, Car1u,<~ ctlln,±< TITLE Nd:•<'( °RJbLc 'OFFICIAL SEAL• Stephen D. Wh~ Notary Public, State of lllinolt My Commission Expires July 9, 2011 3' ilOTARY PUBLIC-OREGON D TITLE ~UL-'--"----",.._~"-¥1l.UI._--+-"-COMMISSION NO. 417162 0 :s co 0 MY COMMISSION EXPIRES JULY 10, 20.11 stj-1-'-------------------------- N n CITY OF RENTON LAND RECORD NUMBER LND-30-0353 RECORDER'S CERTIFICATE FILED FOR RECORD THIS ....... DAY OF .................... -, 20 .... . AT ....... PM IN BOOK .......... OF ........ AT PAGE ......... AT THE REQUEST OF DENNIS J. SALTYS. MANAGER SUPT. OF RECORDS APPROVALS: CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT R VED THIS _2:L~AY OF _S~_. _, 20.o_g_ ADMIN STRATOR, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT RECORD LEGAL DESCRIPTION PARCEL A KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ___ DAY OF-'--'----....; ____ ; 20 ___ _ ----------------' -------. --------. -- ASSESSOR DEPUTY ASSESSOR TAX ACCOUNT NUMBERS; 518210-0008, 518210~0009 & 518210-0016 LOT 1 OF SHORT PLAT NO. SH-PL-084-83, AS RECORDED UNDER KING COUNTY RECORDING NO. 8407239001. (ALSO KNOWN AS LOT 1 OF LOT LINE ADJUSTMENT NC>. LLA-011-88, f1ECORDED UNDER KING COUNTY RECORDING NO, 8810119002). SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGlON. PARCEL B THE SOUTH 140 FEET OF THE NORTH 182 FEET OF THE EAST 160 FEf;T OF THE WEST 190 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 1 ti, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, RECORDS OF KING COUNTY. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON PARCEL C LOT 2 OF SHORT PLAT NO. SH-PL-084-83, AS RECORDED UNDER KING COUNTY RECORDING NO. 8407239001 • (ALSO KNOWN AS LOT 2 OF LOT LINE ADJUSTMENT NO. LLA-011-88, PECORDED UNDER KING COUNTY RECORDING NO. 8810119002). - SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. RECORD EASEMENTS & RESTRICTIONS RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS, RECORDING NO. 5953034. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS 'JR OTHER SERVITUDES, IF ANY, DISCLOSED BY SHORT PLAT, RECORDING NO. 84072.39001. (SHOWN) RECORDING NO. VOL./PAGE PORTION OF NW1 / 4 of NW1 / 4, SECTION 15, T. 23 N., R. 5 E., W.M. SURVEYOR'S NOTES NE 4TH ST GREE:NWOOD MEMORIAL PARK ·~ Vicinity Map No Scale c:: z 6 z ~ fTI z fTI 1. THE PURPOSE OF THIS SURVEY IS TO RESOLVE /-, PORTION OF THE COMMON BOUNDARY LINE· BETWEEN PARCELS "8" AND "D" DUE TO IMPROVEMENTS, BY EXCHANGING. PROPERTY BETWEEN PARCELS "A" AND "D", AND ALSO TO ELIMINATE THE LOT LINE BETWEEN PARCELS "A" AND "B". 2. THE BEARINGS SHOWN HERE ON Rl:FER TO WASHINGTON COORDINATE SYSTEM NORTH ZONE AS PUBLISHED BY THE CITY OF RENTON AND ARE BASED ON CONTROL MONUMENTS # 1503 AND # 1851, HAVING A BEARING OF SOUTH 88-02-10 EAST. NAD 83/91 ALL COVENANTS, CONDITIONS 1 R[STRICTIONS, RESERVATIONSJ_ EASEMENTs·~-jR,."'QTHJ:R~-'4.i.:,.:sc1~:.F-~---·-'-"·----·---· -;-· -··"·· ... _,_ -....... ~._,.-~"',___:...,...,,....... _,-· -._,,..~---->--C. "--·----~------~-- . SERVITUDES, iF ANY, DISCLOSED 3Y BOUNDARY L!NE AOJUSTMENT, RECOffDING Nos. 8609229010 AND 8810119002. (SHOWN) 3. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM LAWYERS TITLE INSURANCE CORPORATION, POLICY NO. 1143048, DATED JUNE 3, 2009, _ AND -FIDELITY .. _NATIONAL-.,TITLE; ORDER NO-'-·11678933=410-'T2Q,-- DATED JUNE 23, 2009. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE ACCESS EASEMENT A~D THE TERMS AND CONDITIONS THEREOF, RECORDING NO. 20051229001534. ~BLANKET) RECIPROCAL EASEMENT AGREEMENT, RECORDING NO. 20081023001386. (SHOWN) ADVERSE RIGHTS RESULTING FROM A STORM DRAIN LINE LOCATED IN THE EASTERLY PORTION OF THE PREMISES WHICH RUNS FROM THE SOUTHERLY ADJOINER OUT TO N.E. 4TH STREET, DISCLOSED BY SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED OCTOBER 22, 2007, JOB NO. 13240. CROSS EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF FOR ACCESS AND PARKING, RECORDING NO. 20081023001386. (SHOWN) EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR UTILITY SYSTEMS, TO PUGET SOUND ENERGY, RECORDING NO. 20081211000445. (BLANKET) SUBORDINATION, NON-DISTURBANCE AND ATTORNMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDING NO. 20080320001096. AGREEMENT FOR RELEASE FROM FUTURE POTENTIAL DAMAGES, RECORDING NO. 8407260402. EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR ELECTRICAL POWER AND DISTRIBUTION LINE TO PUGET SOUND POWER & LIGHT, RECORDING NO. 20081211000445, (SHOWN) EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR PUBLIC UTILITIES, RECORDING NO. 8711020434. (SHOWN) ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY SURVEY, RECORDING NO. 20030310900002. (SHOWN) ALL COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDING NO. 810112U504. EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR ELECTRICAL, TO PUGET SOUND ENERGY, RECORDING NO. 20090217002000. (SHOWN) AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA /\ND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 ANO AS AMENDED BY ORDINANCE NO. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BEIWEEN THE WATER TABLE AND GROUND SURF ACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOME- OWNER'S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. LAND SURVEYOR'S CERTIFICATE THIS LOT LINE ADJUSTMENT AND LOT COMBINATION CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND coumr STATUTE AND ORDINANCE, AND THAT MONUMENTS AND STAKES HAVE BEEN S IN JULY, 2009. MAP AND DISCLOSED BY THE REFERENCED COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON LAWYERS TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO IHAT EXTENT. 4. TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE: 5182100008, 5182100009 AND 5182100016. 5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE-SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332~ 130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS, 6. REFERENCE IS MADE TO THE FOLLOWING MAPS: NO. 8810119002, NO_ 19990623900005, NO. 7910119003, NO. 8407239001 AND NO. 8609229010 EXISTING LOT ADDRESSES LOT 1 4105 NE 4TH STREET, RENTON, WA 98059 LOT 2 354 UNION AVENUE NE, RENTON, WA 98059 WALGREENS/LES SCHWAB LOT LINE ADJUSTMENT DWN. BY. CHKD. BY AND LOT COMBINATION WALGREEN CO. 106 WILMOT ROAD DEERFIELD, IL 60015-5105 KMM DJS DATE 06/30/09 SCALE N/A JOB NO. SHEET 13240 OF 2 1,,.,_,-:1·, I.,.,,., L~ '---x z 0 (11 <( 2 :£ 0 u (f) 2 CL r,. N OJ 0 0 01 OJ V E t= V .µ 0 0 01 .µ V V . .C (11 _µ :::J 9 0 _ _J 0 s CD 0 'T N n CITY LOT LINE OF RENTON ADJUSTMENT LOT COMBINATION AND CITY OF RENTON FILE NO. LUA-09-084-LLA FND FINISH NAIL IN CONC IN CASE -CITY OF RENTON SURVEY CONTROL NO. 1503 9 10 --NW CORNER SECTION 15-------,~i---- N= 1 B 1067 .883 16 15 E=1311396.675 (VISITED OCTOBER 2007) 30' 30' RECORDING NO. VOL./PAGE PORTION OF NW1 / 4 of NW1 / 4, SECTION 15, T. 23 N., R. 5 E., W.M. ·-A =90'59'22" R=25.00' L=J9.70' NE 4lH STREET (PUBUC WAY VARIABLE WDTH) S88'03'12"E -~~ 2585.68' 323.25' I I I -----·-·---- RIGHT OF WAY DEDICATION REC. NO. --C...,---- Sll8'03' 12"E 293.25' S00"54'0J"W 8.00: • I _, QI • I ('.( I -.j-I I I I ' L I safo;1~; 267.atT .. ---1,[3' 8.04' ·~--· /. . .\51.51.7 / // //·/ fr/~l .::r---:r/ /·, - . WA;R~NE EASEMENT : L-LOT LINE TO REC NO. I I BE ELIMINATED ~ / \ I / / / / (STAN~N, / // NEW: LOT 1 1 \\ ~ / . / ,WAJ/. / 1 I ........... 1 \ -j··. · i // 7.5./SANl~;y //// / r I ~ ~ I I //SEWER EASEMENT/ / I : I~~ ~ c,i..acr'..\.. ~ ., \ ~II REC. NO/ . / / /I 1 u c5 z w 1 ,.._I' ~ 84707239001 / / / I 1':..t: ~1313 I~ FLOOR AREA d // / / / // ) I~ "bc-,c-, q 14,740± S.F. ,,., / / /I I I ~ ,;_~ ~ , .~~c5 \ STORM DRAINAGE / / ... ... I EASEMENT REC: / / I I ~ ~ I ,r:..' ' Nb. 84707239001/ / /)\ I ~ ~ / / / LOT 1 BUILDING CORNER • , r 1 ""' Fr/./ / // // // //\\ ~i~ PJ!. ~\~~·160567 t~lr :.;o~~iv : I€ 1 _. ; __ ·· NATIVE /~owr: PROtrCTION EASEM1NT & 8408170673 OLD PROPERlY LINE I O I\ ,;:; REC. NO. 200908L3001198 / / //\ LOT LINE PRIOR : 1 z BUILDING 0.71' NORTH r , r-~ / / / / / /A / . / > \ ~f,F-7 T~O;"A'.:;DJUS°:TM~ENT~~Sll8':··~0~3,f12~~;::;60~~60;~;~~· ;(~~U~NE~)-:,~·w: ~-_..;;\''/~1~.27,,J' 1~4:r ~R~~R:-~R:E: _ -~----J __ _lj -:~ : / / /~R)CT :;~;.> ~>(// / / ~ \ 8 1LOT UNE AFTER Sll8'03'12"E: 161. '(NEW LINE) 1-~5115'-\ / / // / /', / / \ z 1 ADJUSTMENT--i --------..,..,_·...,.._\~ /1 • • // / / / // / \, / \ T • -~/ / /: I / ./ ///. . /. / }.,_ / / \ if ~ ACCESS ANO PARKING i /-AREA WIT_HIN / / / / / / '( / / /I ------~ I '°W EASEMENT PER REC. NO. ,:-I -WEJ1AND B1)ITTR. / • / • .• '\ / / \ ~-___,__~___,_____.,:'._L_L_ -~-~--Li~~ ri8~JJ~~0~f!:8-SQ.'rr.r--r~ --"···· 1 · /. '~"'(11 -SQ,FT.//~--;7 ··;7'.'.---/ l-/-,-c /\ ~-___}\_ 10 • ~OT FOUND~- 30' INGRESS/EGRESS .. .,.. l:oe ·i---< . 1 '° r • / / 'v,( /. /"' /*. /. A/ // \ PSE ESMT. ANO UTILmE$ EASEMENT Wa i ··... .. . ~<. ,/ // / "x/ / // // // I / /\ REC. NO. PER REC. NO. 8407239001 LOT LINE PRIOR ::i LOT LINE~ ~L / / • / • /. •. •/ . ·t· / t------------- 20090217002000 (CONTAINS 4,801 SQ. FT.) TO ADJUSTMENT ~ ADJUSTMENT , l / ACt;:ESS EASEME~T REC: NOS./ / \ / / . \ i5 -S88'0312"E: 132.J5', NEW LJNE 8609230401 & 8810261102/ / I/ / 1 30' : ; ·rtxRcr'..L C ~ \~.21 S88'0J'12J33.~1:1tr(ow''uNb I ///~~~~Al~~BJE~~5P~iP~rf) // ... ///\// / /'\ ~~ NEW LOT 2 l'"' -, r' / / // / /11 *// .// :.\ // I ~ 5 10' PSE ESMT. JEl I / / / / / i,, / / \ / / · / \ f...--to I / / / 1 ;/ ; / / ) I REC NO. 8411160567 8 .::; ( / / . / /} / / / \ / /' \ &: 8408170673 54 _ 17' z _ l8 1 1 '----L ~ 1 / // /I/:// • . / /..._ / \\/ // ),. -t 00 -3f5·-~i. B_UILOING_ CO. RN._ER ( -------96Ar --------, · 11.81' jfg, qi 0.46' SOUTH OF ~I BUILDING CORNER ~ : I // /// !// . 'LANt / /'\/ // /\ _ }Q~q_q_• 1 :~ ~: PROPE~~S~INE N: ~iJ~E~wTriN~F \~ : I:, : / / /( / / . / / / \-/ / / / \ I I /. / / 'x.. /'-/* / ·\ / / / A ,. Sll8'0J'12l: 100.ro· • , , 1 11 1 r / / , . / / x: / / , FLOOR AREA ci I ----1 NATIVE GROWTH PROTECTION i;AS~ME~T . • /, ~ / / -\ r---1 I REC. NO. 20090813001199 \ / // / / '\. / / \ 10· UTILllY ESMT 11.981± S.F. : 1 1 I r· // / '"' . // / /\ / ., l 1 1 REC NO. 8711020434 LOT 3 1 I / . • / . / / \ // ? . /"' . /... . / /' . \ I I I / / / \ / / / :< / .\ I REN LLA 009-86 REC. N0.18609229010 I / / / / •· . / / \ / . / IL 190.5' REN LLA 011-88 REC. N0.18810119002 /11 / / / / )// •// "'//· ... / */( / ), _________________________________________ J J :, : /; / ///// </~;./ ..,,. / ;// /.y / /,/./ / ){/// Ji ------------------I I \ / / / / / / / r/ / I -----------~--------I 1, /\ / /A\ /.., //. //.., //"' / • /·1 / ) I I / / / /. / / / / ·1 -L ______________ _:_L_____________ :l : /// / /\~//; _/ ;// ;/ /::·/ : r /.// \ -------------------I J \' / . /i / / / / ·. / V /. I I . / / \ • ... /· /.., / • /I I / / \/ / . / / / / ,' FND MON IN CASE I / / / / // / I/ ./ I lB '_1 15 w/COPPER PIN SET IN CONC I // . / \// • /. • /.· •// .// .• / 1 / . I CITY OF RENTON SURVEY I \ / /\ / . / / / . / /.! CONTROL NO. 478 I / \. / / / / / ./ / 1 I // / / ,, .-' . ,,. -/. / .• /( / J N=l 78418.363 , . . . 30' E=1311352A04 LOT 2 0 20 40 80 ~~~ --~-SCALE: 1·.40· • SET REBAR/CAP "BCE 27328" (SP) DIMENSION CITED ON SHPL 084-83 REC. NO. 8407239001 (RECORD) RECORD DIMENSION --~----LINE OF EXISTING BUILDINGS 77------r AREA OF ACCESS AND PARKING EASEMENT REC. NO. 20081023001386 A, /{ • ....._~ OFFSITE WETLAND AREA ~ WETLAND BUFFER AREA WITHIN SITE (VISITED OCTOBER 2007) PROPERlY AREA PRIOR TO ADJUSTMENT: WALGREENS/LES SCHWAB LOT LINE ADJUSTMENT AND LOT COMBINATION TAX PARCEL NO. 5182100008 22,404 ± SQUARE FEET (0.51 ± ACRES) TAX PARCEL NO. 5182100009 = 27,104 ± SQUARE FEET (0.62 ± ACRES) TAX PARCEL NO. 5182100016 = 21,124 ± SQUARE FEET (0.48 ± ACRES) PROPERlY AREA AFTER ADJUSTMENT: NEW LOT 1 = 49,508 ± SQUARE FEET (1.14 ± ACRES) PRIOR TO DEDICATION WALGREEN CO. 106 WILMOT ROAD DEERFIELD, IL 60015-5105 'w 47,022 ± SQUARE FEET (1.08 ± ACRES) POST DEDICATION JOB NO. 8 NEW LOT 2 = 21,124 ± SQUARE FEET (0.48 ± ACRES) gl-----------------~--------'-------,--, 13240 LEGEND s [EJ POWER VAULT ¢--3:z LUMINAIRE (LUM.) @}CJ LOT UGH! I!] POWER MElER -0-POWER POLE (PP) 18] JUNCTION BOX (AS NOTED) 0 TElEPrlONE MANHOLE D CATCH SASIN (CB) lid) STORM i.wlHOLE (SDMH) 0 SANITA!tf srNER MANHOLE (SSMH) [QI GA$ METER ~ GAS VALVE !J;j WATER YliVE (WY) EB WATER MANHOLE (VIMH) A flRE HYDR/\Nr(FH) Ell WATER MmR (WM] Jl SICN ® MONITOR w,LL DIRECTION OF VEHICLE TlvWEl (r~·· SIGNAL POLE (SP) ~ HANDICAPPED SPACE PEDESTRV\N SIGNAL BOX- SIGNAL POL£ ·· SIGNAL BOX SOMH RIM=IOQ.97 12" CONC E=397.14 \ 12" CONC W=397.14 \ FND FINISH NAil IN CONG SSMH RIM•401.31 8' PVC N=391.56 6' PVC S•39 l.5l 8' PVC E•391.58 8' PVC W=391.50 IN CASE -CITY OF RENTON SURVEY CONTROL NO. 1503 NW CORNER SECTION 15 SIGNAL POLE - CB TYPE I RIM=40!.09 12" CONC E=J99.16 12" CONC S-399.16 12" DI W•399.16 SIGNAi. POLE CB TYPE I RIM=400.29 6" CON NE=399.09 ., HID MON IN CASE •/COPPER PIN SH IN CONC 61 SURVEY MONUMEN! (AS liO!tD) + { SECJION CORNER (AS NOlED) ASPHALT I· . :y,,' ' '.; :' 3 CONCRETE -w--w-WATER LINE -SANITARY Sf.WER LINE SD--STORM ORAINAGE LINE --f(UC)--TELEPHONE UNDERGROUND --?(UG) POWER UNDERGROUND P{OH)-POWER OVERHEAD --)( CHAINLINK FENCE DYRPM WRPM EC vc C&G CD HC 0-SILT FfNCE DOUBLE YELLOW Ri;SED PAVEMENT MARKER WHITE Ri;SED PAVEMENT MARKER EXTRUDED CURB VERTICAL CURB CURB AND GUTIER CURB DROP HANDICAP CB fiPE I RIM•398.30 12" CONG E0 ,J94.35 I 2" CONC W•.i\14.40 CB TYPE 1 RIM=396.52 12" CONC E•.194.42 12" CONG W:394.42 8' CONC N•394.62 1 CllY or RcNTON SURYlY CONTROL NO. 478 16 15 POWER POLE w/UG DROP ALTA I ---P(OH) I ACSM LAND TITLE SURVEY AS ADOPTED BY AMERICAN LAND TITLE ASSOCIATION AND NATIONAL SOCIEfY OF PROFESSIONAL SURVEYORS (A MEMBER ORGANIZATION OF THE AMERICAN CONGRESS ON SURVEYING AND MAPPING) SSMH RIM•394.90 24" CONC E•376.90 24" CONC W=376.62 SURVEYOR'S LEGAL DESCRIPTION THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMEHE MERIDIAN, CITY Of RENTON, KING COUNTY, WASHINGTON, MORE PARflCULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST COisNER OF SAID SECTION 15; THENCE SOUTH 85' 02' 10" EAST, 323.24 FEET ALONG THE NORTH LINE OF SECTION 15; THENCE SOUTH 00' 54' 03" WEST, 42.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00' 54' 03" WEST, 203.33 FEET; THENCE NORTH 88' 03' 12" WEST, 133.42 FEET; THENCE NORTH 00-57' 26" EAST, 63.31 FEET; THENCE NORTH 88' 03' 12" WEST. 160.03 FEET; THENCE NORTH oo· 57' 26" EAST, 140.02 FEET; THENCE SOUTH 88' 03' 12" EAST, 293.25 TO TH( POINT AND PLACE OF BEGINNING, 49,508 SQUARE FEET OR 1.13 ACRES BEING THE SAME PREMISES AS DESCRIBED IN THE TIILE COMMITMENT REFEHENCED IN NOTE 4 HEREON. Cll 1YPE I RIM=391.83 12°' CMP E=l89.93 SDMH 46" RIM=J96.02 24" CMP N=389.29 10' CMP SW=392.27 TOP R1S£R=J93.50 15' GArE S•J89.52 -----· '--:,,ANDING WATER SILT fNC @ TOP -.-·--·--·- ZONING DATA REFER 10 CIIY OF RENTON COMMERCIAL DEVELOPMENT STANDARDS 4-2-120. . ZONED: COMMERCIAL ARTERIAL (CA) MINIMUM LOT SIZE: 1200 S.F. SETBACK: FRONT MINIMUM: 10', O' 'CONDITIONAL FRONT MAXIMUM: 15' SIDE: 1 o', o' 'CONDITIONAL MINIMUM REAR: O' MAXIMUM LOT COVERAGE FOR BUILDINGS: 65% 75% CONDITIONAL MINIMUM LOT WIDTH: NONE MAXIMUM BUILDING HEIGHT: 50' *CONDIIIONAL * FOR C0f1DITIONS PLEASE REFER TO CIT/ OF RENTON REGULATIONS SURVEYOR'S COMMENTS TO EXCEPTIONS, SCHEDULE B SECTION 2 OF THE REFERENCED TITLE REPORT/ COMMITMENT, SEE NOTE 4 ITEM 5; RECORDiNG NO. 8609230401 AND 8810261102 ACCESS AND UTILITY EASEMENT: PL0Tf£D ITEM 1 O; EASEMENTS SHOWN ON SHORT PLAT RECORDING NO 8407239001: PLOTIEO ITEM 11; EASEMENTS SHOWN ON BOUNDARY LINE ADJUSTMENT RECORDED NOS. 8609229010 AND 8810119002: PLOTfED ITEM 14; RECORDING NO. 20051229001534 COVEREO CONTAMINATION: BLANKET RIGHT OF ENTRY FOR TESTING AND MONITORING. PLOTIED ALL OTHER ITEMS DO NOT AFFECT THE SUBJECT PROPERTY AND / OR ARE NOT SURVEY / EASEMENT RELATED. NE 4TH ST REENWOO MEMOR,\L K ~ Vl<llnlty Map No Seale RECORD LEGAL DESCRIPTION PARCEL A TAX PARCEL NO. 518210-0009 srr LOT 1 OF SHORT PLAT NO. SH-PL-084-SJ, AS RECORDED UNDER KING COUNTY RECORDING NO. 8407239001. {ALSO KNOWN AS LOT 1 OF LOT LINE ADJUSTMENT NO. LLA-011-88, RECORDED UNDER KING COUNTY RECORDING NO. 8810119002). SITUATE IN THE CITY OF RENTON, COUNTY 01' KING, STATE OF WASHINGTON. PARCEL B TAX PARCEL NO. 518210-0008 THE SOUTH 140 FEET OF THE NORTH 182 FEET OF THE EAST 160 FEET OF THE WEST 190 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSrllP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, RECORDS Of KING COUNTY. SITUATE IN THE CIT/ OF RENTON. COUNTY OF KING, STATE OF WASHINGTON SURVEYOR'S NOTES 1. THIS "ALTA/ACSM LAND TITLE SURVEY" IS IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOfl ALTA/ACSM LAND TITLE SURVEYS" ,JOIHTLY ES1i\8LISHED AND ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND THE NATIONAL SOCIET( OF Pi<OfTSSIONAL SURVEYORS IN 2005. 2 THE BEARINGS SHOWN HERE ON REFER TO WASKlflGTON COORDINATE SYSTEM NORTH ZONE AS PUBLISHED BY THE CITY Of RENTON AND ARE BASED ON CONTROL MONUMENTS # 1503 AND // 1851, HAVING A BEARING OF S 58-02-10 E. NAD 83/91 3. VERTICAL DAIUM JS NAVO 1988. BENCHMAf!K IS CITY OF RENTON CONTROL; POINT #1503. ELEVATION ~ 401.02 FEET. 4. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM NORTHPOll,T ESCROW AND TITLE RT-11143048, DATED DECEMBER 6, 2007. IN PREPARING THIS MAP, BARGHAUSEM CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEAF1CH NOii IS BAf,GHAUSEN CONSULTING ENGINErns. INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED COMMITMENT. BARGHAUSEN CONSULTING Ef/GINEERS, ··IN/;.-0 HAS -RELIED WHOLLY ON· NORTHPOINf ·ESCROW'$ · RcPRESENMTimlS -OF THE TITLE'S CONDITION TO: PREPARE THIS SURVEY AND THEREFORE 8AflGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE' MAP'S ACCURACY ANO COMPLETENESS TO THAT EXTENT. 5.PROPERTY AREA ~ TAX PARCEL NO. 5182100008 ~ 22,404 ± SQUARE FEET (0.514 ± ACRE) TAX PARCEL NO. 5182100009 ~ 27,104 ± SQUARE FEET (0.622 ± ACRES). TOTAL ~ 49,508 ± SQVARE FEET (1.137 ± ACRES) .. 6. TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY Al!E: 5182100009 AND 5162100008 ?.ZONING: COMMERCIAi. ARTERIAL,(CA), RENTON WA. 8.FLOOD ZONE DESIGNATION ~ X, AREA DETERMINED TO BE OUTSIDE OF 500-YEAR FLOOD PLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP, ("Fll!M'') N053033C0981 F EFFECTIVE MAY 16 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ("FEMA"). 9. UTILITIES OTHER THAN THOSE SHOWN MAY EXIS f ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HERE ON. UNDERGROUND UflUlY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILIT/ LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HERE ON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 10. BARGHAUSEN CONSULTING ENGINEERS, INC. SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF F,ECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS ON THE SUBJECT PROPERTY. 11. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCT 15TH 2007 ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVEl<ED FOR THIS PROJECT IN OCT OF 2007 12 .. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). 13. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE-SECOND ELECTf<ONIC TOTAL STATION WAS USED ro MEASURE THE ANGULAr, AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMEtH ACCORDING TO MANUFACTUr,rns· SPECIFICATIONS. 14. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE JPMOflGAN CHASE BANK, RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICAIION BY BARGHAUSEN CONSUL11NG ENGINEERS, INC. AND/OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HERE ON. 15. REFERENCE IS MADE TO THE FOLLOWING MAPS: NO. 8810119002, NO. 19990623900005, NO. 7910119003. NO. 8407239001 AND NO. 8609229010 16. SITE IS SERVICED BY MUNICIPAL SEWER ADDITION, LAfERALS OR CONNECTION LOCATIONS TO BE DETERMINED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. SURVEYOR'S CERTIFICATION TO: JPMORGAN CHASE BANK N.A, THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM SfANDARD DETAIL REQUIREMENTS FOR AUA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 5, 6, 7(8)(1), 7(8)(2), 7(C), 8, 9, °ID AND 11(A) OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA ANO NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SUfNEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. •• (I) --·-... >-C\.I 0 z ,q' < a.. UJ ::lE I--0 => 0 en Cl ~ ::r: :z I-<( => 0 z en 0 en 0 -0 Cl w ,q' .. I- Cf) Cf) 9:: <( _J w _J -::r: LO a.. ....... ..... •• ... 0 I.L ~ :s . C 0 0 0 "' u N II VJ ·c ' 0 -:t ~ 31 ·o D " " C C .,: ·~ • u 2 " .c ...... ..... ..... "'(f" (X) ::r: <( I-=> ~ >-I--(.) w ::::s::: < _J I- _J <( en 0 .~~ ·t ,,z > 31 " " > E " z 0 I- C, z -:c (I) <( 3: >-1--(.) I " -0 Ir z ft 0 0 u 0 1----------1~ :r: I-=, 0 (/) er, .w (!) u z--> zO:: zW :S er, 0..-' ;'5 Clz zw :S ::, z •O 0 IY ;:; 5 "' z t;:J w z . -C) (!) z z-wi'::; _,> 5°' -::, u (f) 5 rn © Q 0 U) Ul :ti :;;: :1 " 0 0 -~ 0 ..,. "' 10 1 cc> "' ~ ( all_ 1------,--I,-! 1,i =.::.::=::::::=--_,.L.'.:......'~~__::..~.:Bfft?~!:?-----_..:.r?>-_'.::cJ?,, ,..Z6_o_£_J___ " ~0.-·., _i .. ,'.' ·-0 " .0 'q" E ~ 0 C\I " " DENNIS J. SA DATE I k z .c .0 er) VJ 0 .., ,-PROFESSIONA LAND SURVEYOR ,-6: r: L---------------------------------------------------------------------------------------------------------------------..:W'.:'.A:.:S'.'.:H~1N~G:;,TO~N'.:'.._;R~E:G~1s:.'.·T~RA'.;_T~10:'.N~N'.'.:o'.:. . ..'.2:.'.7:3;:28::_ ______________ ~§i:~~~~~~?ft.:J ____ _L ____ .U ~ jj i EXPIR(S ti 0 u 0 z '" C ' u ., i ~ " ·~, Q "' Q .,j -;;/ u VJ C: Q 0 ,, C ' -s Q C, ;5 I'- 0 '-l() 0 '-N ~ ,jj " J N - C 0 -0 j I " _J 0 ~ 01----------------, 0 1--z _J w~ <( Cl)Wc, Q z a: z 1--w 1---a: WOOI W a: ..c Cl) > c,~<( 0 _iw3:_ z <Czz <( 3:1()0 _J 0 1--<( ~z i--W z a: 0 N ~ z 0 0 r" >,.. z r" ~ -~ u ~~~ ii ., .. c, C ~> ~~ u~ ~f I I Ck: Ck: _,_; 0. <]) 0 "' .:L L 0 :,; ~ .D ::, a. '~ Cf> C: '5 ·5 w ~ 0, C C C 0 0.. a: 0 I w ~ 0 SITE DATA= 1. TAX #: 5182100008 & 5182100009 2. SITE AREA: 1.14 AC 3. EXISTING USE: 5182100008 -VACANT EXISTING USE: 5182100009 -BROWN BEAR CARWASH 4. PROPOSED USE: WALGREENS 5. EXISTING ZONING: CA (COMMERCIAL ARTERIAL) 6. PROPOSED ZONING: CA (COMMERCIAL ARTERIAL) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: CA (COMMERCIAL ARTERIAL) 8. PROPOSED COMPREHENSIVE PLAN DESIGNATION: CA (COMMERCIAL ARTERIAL) 9. REQUIRED MIN. LOT WIDTH: N/A 10. REQUIRED MIN. LOT AREA: N/A 11. PROPOSED MIN. LOT AREA: 49,506 S.F. 12. MAX. LOT COVERAGE: 65% IMPERVIOUS COVERAGE OR 75% (W/ PARKING STRUCTURE) UTILITIES/SERVICES SEWER/WATER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY RENTON, WA 98055 ( 425) 430-7241 GAS: PUGET SOUND ENERGY 105 156th AVE. N.E. BELLEVUE, WA. 98005 1 (800) 321-4321 POWER: PUGET SOUND ENERGY 105 156th AVE. N.E. BELLEVUE, WA. 98005 1(800) 321-4321 TELEPHONE: QWEST 450 110th AVE. N.E. PREMIS BUREAU, 4th FLOOR BELLEVUE, WA. 98003 CABLE: AT & T CABLE SERVICES 4020 AUBURN WAY NORTH PO BOX 1048 AUBURN, WA. 98002 FIRE: CITY OF RENTON FIRE DEPARTMENT 1055 S. GRADY WAY RENTON, WA 98055 SCHOOL: RENTON SCHOOL DISTRICT 435 MAIN AVE S. RENTON, WA 98055 LEGEND: -----W-----EXISTING WATER MAIN U) .w GU Z> z Ct'. zW :5 U) o_ __J ~ Oz zw :'5 ::,;; z ·O (.'.) Ct'. z--> Ct'. z ww w z . -0 0z z-w /:, __J > -Ct'. > :::, UUO 0 .0.. D • ···:· ;.:•·:· ;' .. : _·.' 1···<'_ .. ·:,.;·,. ,·1 . · .•.. ~ ' .. •' ·-. EXISTING SANITARY SEWER MAIN EXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING STORM DRAIN PIPE PROPOSED SD PIPE EXISTING TYPE I CATCH BASIN PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN PROPOSED TYPE II CATCH BASIN PROPOSED LIGHT ASPHALT PAVEMENT PROPOSED HEAVY ASPHALT PAVEMENT PROPOSED RIP RAP PAD PROPOSED CONCRETE PAVEMENT EXISTING CONTOUR PROPOSED CONTOUR HORIZONTAL AND VERTICAL CONTROL WALGREENS NORTHWEST 14, NORTHWEST 14, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. 1"=50' 100 I FND FINISH NAIL IN CONC IN CASE -CITY OF RENTON SURVEY CONTROL NO. 1503 NW CORNER SECTION 15 CONSTRUCTION SEQUENCE= 1. ATIEND PRECONSTRUCTION MEETING WITH CITY OF RENTON. 2. FLAG CLEARING LIMITS AS SHOWN ON SHEET C7. 3. CLEAR AND ROUGH GRADE SITE AND INSTALL ESC FACILITIES. 4. INSTALL V-DITCHES AND STORM SYSTEM INCLUDING DETENTION VAULT . 5. PROVIDE CATCH BASIN PROTECTION FOR ALL NEW AND EX. CATCH BASINS ADJACENT TO THE SITE AS REQUIRED. 6. INSTALL UTILITIES PER APPROVED PLANS. 7. COMPLETE FINAL GRADING AND PAVING. 8. CLEAN NEW STORM SYSTEM. 9. CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION SEDIMENTATION HAS PASSED AND STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN WATER INTO PUBLIC STORM SYSTEM. 16 15 w Z-"' IX) Wien > ;'!; <( N z t; 0 .N _,... Zlb ::::) §? CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICAflDNS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (360) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.•· 1' I • I -.: I • ' I I 1·). :1 i :. I 'I ' ' I IJ / ,, ' i! I lj ! ,, ' ,, I ,, :! ' ,i ' '1 1· ,, '•. I I' RENTON, WASHINGTON :1 EX. BUILDING TO REMAIN L-~-~-~ I I I NEW WALLGREENS : STORE I C'-·:_ -lj ---j· ,1 __ , ---l ----J --J q --~ --i ___J --! INDEX OF SHEETS: C1 of 12 C2 of 12 C3 of 12 C4 of 12 CS of 12 C6 of 12 C7 of 12 CS of 12 C9 of 12 C10 of 12 C11 of 12 C12 of 12 CH1 OF 1 TI C6.2 D1 OF1 UTILITY CONFLICT NOTE: CAUTION: HORIZONTAL AND VERllCAL CONTROL AS-BUil T GRADING AND STORM DRAINAGE PLAN AS-BUil T NE 4TH STREET IMPROVEMENT PLAN AND PROFILE AS-BUil T UNION AVE. NE IMPROVEMENT PLAN AND PROFILE AS-BUILT WATER AND SANITARY SEWER PLAN DEMOLITION PLAN TEMP. EROSION AND SEDIMENTATION CONTROL PLAN CONSTRUCTION NOTES AND DETAILS CONSTRUCTION NOTES AND DETAILS CONSTRUCTION NOTES AND DETAILS CONSTRUCTION NOTES AND DETAILS CONSTRUCTION NOTES AND DETAILS CHANNELIZATION PLAN BOUNDARY AND TOPOGRAPHIC SURVEY COMPACTOR DETAILS CONSTRUCTION NOTES AND DETAILS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. File:P:\ 13000s\ 13240\asbuilt\ 13240-oldwg Date/Time:4/20/2009 9:11 AM Scale:1" = 1' RHERRON Xref: , z13240-s.dwg, z13240-Ldwg, z13240-b.dwg, z13240-renton-b.dwg, ali.dwg ~ Vicinity Map No Scale LEGAL DESCRIPTION TAX PARCEL NO. 518210-0008 (RT11057826) C z 6 z t "' z "' SITE THE SOUTH 140 FEET OF THE NORTH 182 FEET OF THE EAST 160 FEET OF THE WEST 190 FECT OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, RECORDS OF KING COUNTY. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON TAX PARCEL NO. 518210-0009 (RT11057801) LOT 1 OF SHORT PLAT NO. SH-PL-084-83, AS RECORDED UNDER KING COUNTY RECORDING NO. 8407239001 . (ALSO KNOWN AS LOT 1 OF LOT LINE ADJUSTMENT NO. LLA-011-88, RECORDED UNDER KING COUNTY RECORDING NO. 8810119002). SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. SURVEYOR'S NOTES 1. THIS "ALTA/ACSM LAND TITLE SURVEY" IS IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY THE AMERIC:AN LAND TITLE ASSOCIATION AND THE NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS IN 2005. 2. THE BEARINGS '•SHOWN HERE ON REFER TO WASHINGTON COORDINATE SYSTEM NORTH ZONE AS PUBLISHED BY THE CITY OF RENTON AND ARE BASED ON CONTROL MONUMENTS # 1503 AND # 1851, HAVING A"BEARING OF s·'88:-02-10 E. NAO 83/91 ' ., '"'. 3. VERTICAL DATUM IS NAVO 1988. BENCHMARK IS CITY OF RENTON CONTROL; POINT #1503. ELEVATION = 401.02 FEET. '"•· \';. 4. ALL TITLE INFORMATION,,SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM LAND AMERICA COMMERCIAL SERVICES COMMITMENT No':Rfc!fi65780J,c.,DATED _JULY 25, 2007 AND RT-11507826 DATED JULY 25, 2007. IN PREPARING THIS MAP, BARGHAlJSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON LAND AMERICA'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 5. PROPERTY AREA = 49,519 ± SQUARE FEET (1.137 ± ACRES). 6. TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE: 5182100009 AND 5182100008 7. ZONING: COMMERCIAL ARTERIAL,(CA). RENTON WA. 8. FLOOD ZONE DESIGNATION = X, AREA DETERMINED TO BE OUTSIDE OF 500-YEAR FLOOD PLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP, ("FIRM") N053033CD981 F EFFECTIVE MAY 16 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ("FEMA"). 9. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HERE ON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HERE ON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 10. BARGHAUSEN CONSULTING ENGINEERS, INC. SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS ON THE SUBJECT PROPERTY. 11. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCT 15TH 2007 ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCT OF 2007 12. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). 13. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE-SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS. 14. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE PHILLIPS EDISON GROUP ,LLC TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS, INC. AND/OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HERE ON. RIGHTS 15. REFERENCE IS MADE TO THE FOLLOWING MAPS: NO. 8810119002, NO. 19990623900005, NO. 7910119003, NO. 8407239001 AND NO. 8609229010 ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: ALI SADR, P .E. (425) 251-6222 ------_____ -> By: RECOMMENDED FOR 'll'J.. if8!f!«:;lc!!flrMr&o~--""° 11 Wis:, '/Q) By: _________ Date: ___ _ By: _________ oate ---- HORIZONTAL AND VERTICAL CONTROL C1 () z (Il 0 "'") w 0 cci ci u ..:..: •· ., 0 ,. 0 c;: c.: ,l N I' 0 C " 'o N I!) N " b () " u N ~ 0 a ,_;j ~ { 0 8 a ,, z <( ...I a.. t-z ~ wO <C W~z COo:v -Zt-Z <( w co :E a: W..cco 0 a: -<( ::::E 0 """ 3:: a: <i!W -0 :>ZZt- :>~~ Cl) ~zo .... w z :c 0:: a:<( -t-1 (l. <V 0 "' t 0 > 0 z 0 <( a: 0 z 0 (/) ~ O:'. 0 z / 1"=30' 60 'i&MJ NOTE: SITE UTILITY CONTRACTOR TO COORDINATE WITH BUILDING CONTRACTOR TO TIGHT LINE ALL ROOF DOWNSPOUT TO THE PROPOSED ROOF DRAIN STUB PIPE. 0.5' 1.0' / · PIWPOSED BUILQJNG~ / / FF=398.0 PROP~:ED ASPHALT :.; , --· f---<1--'---------.f------- PAVEMENT I 1-- ::::i 0 (.f) PROPOSED SIDEWALK SECTION C-C NOT TO SCALE (/] .w (!) u Z> z O:'. zW :'.:S (/] 0.. _J ;c; Oz Zw :::s ::a, . z -o (!) O:'. z--> 0:: z ww w z --(!) (!) z z-wi';:j _J> -O:'. ;;:: :::, u (/] AS-BUil T GRADING AND STORM DRAINAGE PLAN WALGREENS FND FINISH NAIL IN CONC IN CASE -CITY OF RENTON SURVEY CONTROL NO. 1503 NW CORNER SECTION 15 (}\S \,AULT WET/DETENTION VAULT 40'x120' SEE DETAIL ON SHEET C11 MAX. W.S. EL=395.90 STATIC W.S. 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(/) w ~ C) 0 w (/) c;j "' --· --· 0 t() z I 1- :::i 0 VJ ---=-=-~---------__ =:~---- _:-1=--- 1"=20' SDMH FND FINISH NAIL IN CONG IN CASE -CITY OF RENTON SURVEY CONTROL NO. 1503 NW CORNER SECTION 15 811 PVC 8" PVC W·-··391 EX. 2" GAS ~ ,-.,IJ -G ,-x -· -L--:_ \ • I I_ W------, 12'1 COf\JC L ·; ;"J; ('f'J\lr·, i ... \/..., '',!\.; '"~'-1" ·J'--''-4 h ' ,! ._J' V 1 t' DI 399, 16 CH STOP 12' MIN. • STOP SIGNDETAI[ __ ,_ NOT TO SCALE (/) .w 0 0 z-_> z (>:: zW ::i (/) (L ;,! o>-z z ::i ~ z ·O 0 0-: z> 0-: z t::: w z . -0 Gz z-wi';j _,> -0-: > :::> 0 (/) :~400.97 597 .14 AS-BUil T NE 4TH STREET IMPROVEMENTS PLAN AND PROFILE F,---['·r·i1 H (· G~' ,:··i'-"'·1;1 ,,r"' •I :r.;i e-U ·...!, I , , , ....., ,! .~- 410 0 0 o+ 00 +·0J· 0 .,,. .. ,. -~. :. ·U) . ~-w ~:2; z r--w .. oCfl.>. i= :r::·<i:;:. 405 ::.i i:;: 1'5 (/) -a::: w ·z . WZ-::::) · f-. . . . . WALGREENS NOTES: 1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT TO EDGE OF EXISTING CEMENT CONCRETE PAVEMENT. CONTRACTOR TO FIELD VERIFY EXACT LIMITS OF EXISTING CEMENT CONCRETE PAVEMENT. ~ <c>' ""-====-=-:::::-===--=:-------. J_ EX. GROUND AT (t R/W (ADJUST RIM TO NEW GRADE) ('/"\t1'1 ,-4J' ,···t\J '?r,4 iJ< >JLJ!I ,... ")· t·•? ,\I'= 1'-' (' / __. i?c , .,I,,! v:J .,,,.~ EXIST. 42' HALF RIGHT OF WAY EXIST. 42' HALF RIGHT OF WAY 8' R.O.W. DEDICATION EXIST. 30' EXIST. 30°± 6' 21 '± NEW ASPHALT SIDEWALK 12'± 5' BIKE LANE 8' ±12' ~ ±11' EXIST. I LANE I EXIST. LANE •±13' -NEW LANE ±13' ± 11' EXIST. LANE EXIST. LANE EXIST. LANE EXIST. 4" WIDE WHITE RPMS (1YP.) CONTRACTOR TO FIELD LOCATE LIMITS OF EXISTING CONCRETE PAVEMENT NEW 4" WIDE WHITE PAINT NE 4TH STREET, SECTION A-A NOT TO SCALE ~~-'~ iL;;.;,1,0,;;,,:i ,, 6" 2% 3-.1 w,J. J: 7 MAX, 4" THICK CONC. SIDEWALK CONC. VERTICAL CURB & GUITER f----4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE WEARING COURSE 1----4" MINIMUM COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE LEVELING COURSE 1----2" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE ,___ __ 4" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE '----4 1 / 4" MINIMUM COMPACTED DEPTH GRAVEL BASE (SEE SECTIONS 4.02 & 4.03 K.C.R.S.) 400 400 · · · · · -"·-·---, __ -==:::::==:-~~====~~==:-'--'-=-:::::::::-:::::::::•==:-_,___:_=:::-----~c_c_ PROPOSED GRADE AT GVTJET\UNE -,,_ _1yE~R:~~ir:.·=~-'-' -~-i.~ · · · · ~---.,-,,---==--'--'-~--. . -. · · EX GROUND AT GUITER LINE ------------··· . --·----'-"' -'·· ' ·,,..:._....;....~~-'--· ;.._.· J;~--, _____ _ 395 ·-·•·· 395 -·------... ' _, .. --·. -.-,. '·•--·~; I CS• #1' TYPE I · · EX . .CB T''Pf I· · : -... :2':. CONG . E.C:C.3.94 .. 35.. RIM=396.88 396,92 .· ..................... ·. R!!,1~396. 62 -· ·:2" 'CONC. W=J91'AO· "" · . -· s· w· ·, · · · • · ·,, 1 ?'' CONG: E~394.42 1 L . 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"' 0 rn -"' L 0 3 z 0 V) GJ n:: i' ~/ 1"=20' _=_~_~ __ =_= __ =_=_~ __ -_ --- ----ss ------/ ---1---- r--12" MIN. 24-u STD. f!'ROM EDGE OF SIGN POST: GALVANIZED 2"X 2" SQUARE PERFORATED ~~~,~ STOP ---·- 14 GAUGE TUBING --- 0 0 0 0 0 0 0 0 ANCHOR: GALVANIZED JQ" x 2 1/4" TUBULAR ANCHOR OR APPROVED EQUAL 7' -~I I ----_ _,,,_ -'L--ft§fJ--5/16'~ GALVANIZE:D ..---.~ 1·'· .. ·-;,;,.,~.':i CORN~R SOLT, '· -:t .f/;,i\ WASHER, AND JAM ,7' .. · i ~-·' J?lil;JJ~i11! i~ii?;~ I :\ ~ ::: • , ·''.:::jiiill. : :•.;: i-.·.' ~ .' •.. .. . . ... ·, I f--::, 0 (/) w ::, z WN ~n 0 0 <Xl z 0) N r--- ·: ... ,. ~-.:·, .... STOP SIGN DETAIL NOT TO SCALE (/) .w (9 u zs;: z O'.'. zW ::S (/) o_ __J <( o>-zz ::S ~ z -o (9 O'.'. z--> o::z t:J w z --(9 l'.lz Z- W~ __J > -n:: ~ :::, u (/) 415 410 •.•... 405•· 400 395 390 ------------- ---G -·--------- ' 24+00 p p CD / ii I Ir AS-BUil T UNION AVE NE IMPROVEMENTS PLAN AND PROFILE WALGREENS NORTHWEST 14, NORTHWEST 14, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON YELLOW CENTERLINE PAVEMENT MARKING WHITE LINE PAVEMENT MARKING 30' HALF RIGHT OF WAY EXIST. 22' RIGHT OF WAY CENTERLINE 30' HALF RIGHT OF WAY 22' ±11' EXIST.' LA~-EXIST. LANE .• \ \ ·--_r~~:~~:;_,,.~"~~~~ . ' ASPHALT I I 2' 6' SIDEWALK fTI >< ~-. \ \/,/>.'!., 2% J _-----c,.._ rr:i;5::=;~~-<J~:/ M. :.ti'. 4" THICK CONC. SIDEWALK ---=-=-~--~ -=-= ='1.1:::i== -=-= = =::..c ~=-=-1-- -EXIST. ASPHALT PAVEMENT EXIST. WHITE RPMS SAWCUT EXIST. PAVEMENT UNION AVE NE, SECTION A-A NOT TO SCALE 23+00 22+00 21+00 UNION AVE NE 1 "=20' H 1"=5' V CONC. VERTICAL CURB & GUTIER ,___ 4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE WEARING COURSE e------4" MINIMUM COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE LEVELING COURSE COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 1----4" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE '-------4 1 / 4" MINIMUM COMPACTED DEPTH GRAVEL BASE (SEE SECTIONS 4.02 & 4.03 K.C.R.S.) .. 405 395 RECOMMENDED FOR APPROVAL 20+00 By: __________ Dala: ____ _ By: __________ oote: ____ _ By: __________ oote ____ _ UNION AVE. RD. IMP. SHEET C4 File:P:\ 13000s\ 13240\asbuil\\U240-r2.dwg Date/Time:4/20/2009 9:13 Af,I Scale: 1" = 1' RHERRON Xref: , z13240-s.dwg, z13240-t.dwg, z 13240-renton-b.dwg, z 13240-pp.dwg, 13240AS2.dwg, oli.dwg 0 z m 0 '"') u.i 0 a:i i.i u •I ~ ,J) 1;: u ., cc ,, ~ w ~ 4 L j ., u •• 0 ~ L w ,. ~ " ~ C: L L w " X w " < z w ~ C: r-- 0 ' l{) ' N ~ '' ~ ~ 0 >, E-- 1--1 u ~~ .,., ., 0 ~ 0 1 ,, ,' z .• E2 ,, I ~ "' 0 w 0 ., ' .µ Q, Q) 0 z "' .:,:_ 0 L 0 E--:,;: z ~ .0 ~ ::, CL ~ ". 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WATER EASEMENT t ' ~-~ SB8'03'l2'E .03' -----11· • i I i) Ii STA. 12+59.62 EX. FIRE HYDRANT TO BE REMOVED AND REPLACED WITH: 15 LF 6" DI EXTENSION tJ. 2-45' VERTICAL BENDS o :::J 1-FH ASSY. PER -q-11"') ~,~ CONr 0a~ol~~~ I TJ\.X PARCF:L NO t ___ l=f lfi) f) _j~ 6) 5 I 82 I OCICICI S s I 3· rrrr F\ ') ~fJ~!f,lJ!;@~&'}&,O[~~ ·:.-: 1g &<-c z ----11 ·• ' • . .-. ---ss.. X _")99.3°5 I I NI I .~' ., ~-"ii" .. :, ... ~. '·_cL... n I -u c:::~ - ~ II L .... · .. ·,: . "· . '• . Xref: , z13240-s.dwg, z 13240-t.dwg, z13240-renton-b.dwg, ali.dwg, 13240AS2.dwg ' ,, ·"'· ' \ \ L \ \ \ \ \ & TA)< P/\PC:F:L i\D. \ \ \ "*"\ \ I ,! ! & 1 l \ \ \ ,,. . \ \" ,, :i, u2'1C1002CI NOTES: 1. 2. 3. \ \ CONTRACTOR TO FIELD LOCATE ALL EXISTING WATER METERS SERVING THE EXISTING BUILDINGS AND REMOVE, CAP, AND USE FOR NEW SERVICE PER CITY OF RENTON STANDARDS. CONTRACTOR TO FIELD VERIFY THE EXISTING SIDE SEWER PIPE MATERIAL FOR THE USE OF THE NEW BUILDING AND REPLACE IF OTHER THAN PVC. DURING THE DEMOLITION PHASE OF THE PROJECT, CONTRACTOR TO FIELD LOCATE THE EXISTING SIDE SEWER FOR THE BUILDING TO BE REMOVED AND CAP AT THE PROPERTY LINE FOR THE USE BY NEW BUILDING IF IT MEETS THE CURRENT CITY STANDARD. IF IT IS DETERMINED THAT THE EXISTING SIDE SEWER CANNOT BE USED FOR THE NEW BUILDING, A NEW SIDE SEWER SHALL BE CONSTRUCTED AS SHOWN. CONTRACTOR SHALL NOTIFY ENGINEER WITH THE FINDINGS OF THE EXISTING SIDE SEWER LOCATION AND ELEVATION FOR THE FEASIBILITY OF IT'S USE . ~ \ \ RECOMMENDED FOR APPROVAL By: ___________ Date:----- By: ___________ Date; ____ _ By: ___________ Dote ____ _ WATER AND SAN. SEWER SHEET CS 0 s;:j'" C\I (') ..- d z m 0 '") w ~ m l ' .1 ) I ' I ·i i . ' I I I . •.:.I' .. 1 ,, ' ,] '' I! 'I ' :·j ,I, / -.. -,1•;· :; ,r, I ' I :.i I I j!' ' 0 z (f.) c; ;S ,., ,_'.i u c:: co ~ w ~ < ~ ~ <C u u, ~ 0 " ,_;_: " r:: (~ ri ,_;,_: "· "' X L,_j 5 -, 2 w -' C: " ~ u '' c § co I'- IN ,- 0 ' " <O C 0 LO 0 " <D N 0 ~ w 2, ~ r a z tuo z w~< CJ) ,.,.. 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STOCKPILE ROCK BASE ELSEWHERE FOR REUSE. 0 SAWCUT EXISTING ASPHALT PAVEMENT . 0 0 ® © 0 0 © @ @ ® @ @ @ @ ® @ @ ® @ DEMOLISH EXISTING PLANTER INCLUDING TREES, ROOTS, GROUND COVER, TOPSOIL, AND CONCRETE CURBING. DEMOLISH EXISTING LOT LIGHT AND FOUNDATION. DEMOLISH EXISTING CURB DEMOLISH EXISTING TRASH ENCLOSURE AND CONCRETE PAD REMOVE EXISTING FUELING CANOPY AND CONCRETE SLAB DEMOLISH EXISTING FUELING ISLANDS. DEMOLISH EXISTING PETROLEUM PRODUCT PIPING AND VENT PIPING/STACKS. DEMOLISH EXISTNG C-STORE AND FOUNDATION. DEMOLISH EXISTNG CATCH BASINS AND STORM PIPE REMOVE EXISTNG WELLS DEMOLISH EXISTNG TREES DEMOLISH EXISTNG CONCRETE SLAB DEMOLISH EXISTNG CONCRETE SIDEWALK CURB AND GUTIER. CONFIRM LIMITS WITH GRADING PLAN SHEET C2 AND CITY INSPECTOR. DEMOLISH AND REPLACE ALL EXISTING PUBLIC SIDEWALK AND CURB/GUTIER DAMAGED AS A RESULT OF THIS CONSTRUCTION EXISTING SEWER TO BE CAPPED AND ABANDONED AS PER COR REQUIREMENTS. (SEE NOTE) DEMOLISH EXISTING WATER VAULT. REMOVE EXISTING SIGNS. REMOVE EXISTING BOLLARDS. REMOVE EXISTING VACUUM AND CONCRETE PAD. REMOVE EXISTING CARWASH LIGHT AND CONTROL. @ REMOVE EXISTING TRANSFORMER. COORDINATE WITH UTILITY COMPANY. (/) .w (:) u z5 z De'. zW :"i (/) (}._ _J X ;':: Oz L2 Zw N :"i :,; z n N N ·O 0 N OJ (:) De'. OJ N I'-z--> m c.o OJ De'. z I I ww w 4'. z . ~ ~- 5 L() L() -(:) N N (:) z Z- -~~ wi';:j f-L() L() Z0,1N _J> -De'. w -st--st-::cc :::) ~.__,~ u (/) <:1 ~ 1..,"' .::,'v co~"' NOTE: DURING THE DEMOLITION PHASE OF THE PROJECT, CONTRACTOR TO FIELD LOCATE THE EXISTING SIDE SEWER FOR THE BUILDING TO BE REMOVED AND CAP AT THE THE PROPERTY LINE FOR THE USE BY NEW BUILDING IF IT MEETS THE CURRENT CITY STANDARD. IF IT IS DETERMINED THAT THE EXIS'TING SIDE SEWER CANNOT BE USED FOR THE NEW BUILDING, A NEW SIDE SEWER SHALL BE CONSTRUCTED AS SHOWN ON SHEET C5. CONTRACTOR SHALL NOTIFY ENGINEER WITH THE FINDINGS OF THE EXISTING SIDE SEWER LOCATION AND ELEVATION FOR THE FEASIBILITY OF IT'S USE. DEMOLITION PLAN WALGREENS NORTHWEST ~. NORTHWEST ~. SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. '.:i!G'.~N .. j80X I I I SDt,frl R!M-,"tCC-.9 / 12" CONC E----391.:1\--·,,,_ ~ Si;}NAL POLE - FND FINISH NAIL IN CONG IN CASE -CllY OF RENTON SURVEY CONTROL NO. 1503 NW CORNER SECTION 1 o '.)SM!1 l\it.i-"'4C·t.31 12" CGNC E""-"YYJ. 16 1/' CONC '.)e,aJ:J9_1e I'.[ Di W::o:,YJ9,!G '.DT LICHT B/<.3E. --· TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL SHEET C10. ClJ lYPC i !"~;\!:.o-..~-01,.ofl 8" ;:,'QNC W-,,-M)l .{9 8" COHC E"401A9 SSMH ~tM'c,405.16 rr VIC :',(c.;3D5. 11 8" PVC s.":rJ:-5.18 I I I I I I I I ' I ::11 IC<' : I ' I : I ,3 I I X uJ I I POWG~ I I ' ' ' " C [ARING" : LIMITS i (TYP.) ' ' ."-.., .! I ''-., ' I • 1 ' 2' I I~ " , I : '·, "I I I I ' I 1 1 , I ' I ' '. I I I '" I I ! " I (11 I ,, : (11 I ' I :=1='=t=~" :I I I 1:1 : : 0 iJ I ~ I ' I ' I ""' I! ; I lk 1 : II ~' 1 II " I ' I I I ! I~ RENTON, WASHINGTON :,\) ·rwc I i-Wk:-:-59G.B2 12~ CQ!,JC t:_c:-.-J'.J4.4.~ 1/' crn-ic w.<>0+A2 ?\" CGNC N:..d9'i-,G2 CB TYPE i f<iM-::-398 .. 30 1:/' CONC E"'·SJ4.3!:,-'- l2" CCNC W~394AG \ -\ =--- Cci'.G I I CB 4'X4' G!~Af'E"'4GJ2: ,/ 6" F/C f-.i.EiOW :~)P 0--:4(JJ.01_/ :I-" 1:·1_HCW-~,.1U1)31 H'.; ! iOM sn;::.;c fl:!'H:.sc:!;()1.01 .Il 12~ CMi 1 ii.""'3G6."!6 ./ 4-" :.:;vc r(,:.J9B.% ··· 4" t'\/C NE>:.596.25 I File:P:\ 13000s\ 13240\asbuilt\ 13240-·demo-eLdwg Dote/Time:4/20/2009 9:09 AM Scale: 1" ~ 1' RHERRON Xref: , z1 3240-s.dwg, z 13240-renton-b.dwg, z13240-t.dwg, z11556-s.dwg, ali.dwg ; J eh \ \""'" ! \ \ \ \,-,._ ....,. l I ., .NC •1 nr1 nn: Uu _ i.JU ' \ *- 51B2iD002U \ \ RECOMMENDED FOR APPROVAL By: ___________ Date: _____ _ By: Date: _____ _ By: Date _____ _ DEMOLITION PLAN SHEET C6 ,::::i 0 0 2 m ·~ i cc w ~ l " ~ w l 4 cc ,_;_j ~ ~ u "' C: "· w ~ ., 0 b ~ l C: ,,, ,y X µ.. 0 ~ E-, -u ~~ .... ~ @· Q 1 tj i iE ! z 0 E-, z ~ ~ 11 +5 0. (I) 0 "' -"' ~ 0 > .!c! .0 :J (L " ,.,, C '6 ·5 m " CJ' C ·2 C 0 (L L,J 13 u ~ ~ z v, ~ '~ ~ ~ () "-C ,-z < '= I N w ~ 0 0 z :r: r-:::, 0 V) ---=---=~,- TEMPORARY EROSION SEDIMENTATION CONTROL PLAN WALGREENS _..=.·~:_~-:: _ ~ 1"=30' 0 15 30 60 r,"¥® J -~;fyl j EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITIEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITIEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITIEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITIEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. (/) .w (!) u z-_> z "' zW :'.S (/) (]_ _J <( o>-zz :'.S ~ z ·O (!) "' z--> "' z ~w z . -(!) (!) z z-wi';:j _J> -"' > :::, u (/) It' C:ONC s~.H9 16 12'' CCNC S""400A5 NORTHWEST ~. NORTHWEST ~. SECTION 15, TOWNSHIP 23 NORTH, RANGE SE., W.M. ' ' '' ' i.: I Ii: 111 l iii ' ' 111 1~ r: / II : I ,6'1 t I ,;, 1v ii, !:; I ·,{ I I I I I I j X w RENTON, WASHINGTON TEMPORARY CB PROTECTION PER DETAIL SHEET C10 (TYP.). smm RiM-e::39(LG'i -36'' CriP SSE""':::8G.01 File:P:\ 13000s\ 13240\asbuilt\ 13240-e1 .dwg Date/Time:4/20/2009 9:09 AM Scale:1" ~ 1' RHERRON Xref: , z13240-s.dwg, z13240-t.dwg, z13240-renton-b.dwg, z11556-s.dwg, ali.dwg \ VJ r,u;· '1 D(,:l,··1 : ID· .. -'-('8 a:·: \ ' " ... ,.. ", .. ,.,!, .... '-.. ,.1,' ,(, \. 38" OAP N"'-'.590.iG ,. 1 :t CM;::, Wc:,J92J6 RECOMMENDED FOR APPROVAL By; __________ Date: ____ _ By: __________ oote: ____ _ By: __________ oote ----- T.E.S.C. PLAN SHEET C7 () z rn 0 "") w 0 rn 0 u 0 / ._;_; ~ ,:,1 ....; 0.. <l) 0 (/) .Y. L 0 3: u .JJ ::, o_ " CJ> C u ::, m " en C C C 0 o_ w ~ 0 ~------------------------------------------ DETECTABU WARNING PAHERN (SCE DETAIL) J/8" EXi-'ANSION JOINT (n'P.J (SEE ST0, PLAN f"-J) A i?AMI-' DETAIi. EQB__S_IQfl'JAI K BMP UPFS 19 JC 1D Avoid ploc:ng droim:,<Je structures, junction box~s or ott.er obstructTons in front of romp occ~S$ orno!I. 2. Detectob!~ wornir.g p~lterns moy be erected bt ~ny method \hot wlll achieve lhe truncokd dome dimensi<lns end spacing ~hown. J. Cur~ ,ind gu:ter shown, see \he COl\lruct Pions for the curb ~~:;lgn speclncd. Sec Std. Pion F-1 for curo de toils. 4, The pion views tor 51[)':;WALK RA11P rr'PES 18, lC & 1P ore provided to define eoch romp i)'fle. s~e lhe RAMP DETAIL on lhb "heel. See Sl<J. Plan F-J (or sictewolk joint p:ocement end def<1ils. J/8" EXPANSION JOINT (TYP.) (SEE STO. PLAN F-·3) DETECTABLE WARNING PATTERN (S£E DEfAIL) 5. Romp slop~• ,,hall not be ~looper !hen ll!H: 1V. SIDJ::WALK RAMP 6. The deslgner ~110:l proside to lhe City !he curb romr, twe. location, ele;·allone, and prornes on lne submitl•d plons of eo~h of the curb r<1mps w;\hin tne project oreo .. The profile~ oh~II provjdo er,ou9h ;:~;;:::;'. lo oelecrne., l"e '"" ''°'" oo, '""";,, olo,e, ol "'" '"'' come ooo ,;11 bo ''""9 TYPES lA, lB, IC & 1D SHEET 1 OF 3 ADOPTED ClIT 01' l!KNT0'.11 STANOARD PLAllS !Si' DATI:: 04/01 ~ J ,aee Add•d ~ OATE = , BY APPR DWG. NAME; f010 SP PAGE; F010 (/) CONSTRUCTION NOTES AND DETAILS 4' -O" MIN. 6' -O" MIN. LANDING RAMP t _!£._ '.t ! ~--,··••L, CEMENT ~ONCRETE y-r-·· SIDEWALK " ' ~ [ ::;;:,, ·¥~7 0 - DEPRESSED DME DETECTABLE WARNING CURB & GUTTER PATTERN (SEE DETAIL) (SEE NOTE 3) SECTION 8 r 6"-o"" "'",-------ii '•I ;;;;;=~=:=::i:10 TOP OF ROADWAY CEMEN r CQNCRCT£ SIDEWALK CEMENT CONCRETE CURB & GUTTER {SEE NOTE .3) r-- 2% SECTION 8 10' -o" MIN. ' V TOP OF ROADWAY ~~~w' ' ·. . . ' .· •::,:,-;::::, ~=.:::i'1 , CEMENT CONCR£TI:: J • · . .'..er-- SIDEWALK CEMENT CONCRETE REV!S!ON SECTION (~) CURB & GUTTER (SEE NOTE 3) SIDEWALK RAMP TYPES 1A, lB, lC &; 1D SHEET 2 of 3 ADOPTED ~IT'l or RENTON S"J',UIDARD PLAf/S LSI' PATt:: 04/01- BY APPR DWG. NAf~Ei F010-1 SP PAGE:F010.1 curn:R PA~ RADIUS POINT Of" SIDEWALK RAMP ANO CURB RETURN (l'l'P.} SEi'.: RAMP DETAIL (TYP.) """ S1QfWAI K RAMP Ti'Pf 1C Ml. _j S£E RAMP D~l,\IL (tYP,) SIQEWALI< RAMP D?f 18 OA'ff C.,lC."1 ~A~N fRh¥e Ahl) GRA't (SOT INCWOEQ LS ~10 11f!I) Pl AN v1r:w CATCH BASIN CUTTER PAN -,_, SlOl'E cunrn PA~ 'II!§",. . . ~ ";j~;\ ~ '. . ~ R:~:: :s ' •.. 16 1/2" ':: "' .. ·.'' . . .. ' ,. • ,12· fl.. l;lAc.;;: EOG£ 01'" SIDEWALK IS PARALLEL 10 APPROACH ROADWAY (fYP.) SEE RAMP DETAIL (T'rf>.) "'-"'-51oe:wA1 K RM,W UPF 11) DETECTABLE WARNING PATTERN AREA SHALL EJE YELLOW, IN COMPLIANCE 111TH STD. SPEC. B-14.3(3) MIN. MAX A 1 5/8' 2 J/8. a 5/8" 1 1;2·· C 1/16d J/4• 0 "I -' 7/8"' 1 7/16" jjl-. Tii"--------- --1 ~ TRIINCAJfP QQMFS (<:Ff .NQ.ll;;___2)_ ELE\IATION D£TECTA8lf W,iRNIN[l i>AflrfiN RHAII SIDEWALK RAMP TYPE:S lA, 1D, lC & 1D SHEET :3 of 3 ADOPTED CITY OF REllTCN STANDARD PLANS LS'l" DAT.!;: 04/D4 811 FOOTING SCALE; 1/2'= l'-C" 18._0• t~'f--'~--~,----+' "'1----'--o~·· -~ :' 1 · :· .. -. . . --, ,-. 'l" I ~· ' • • • .. ,' •. •: . • <'-: • I l'l [!'1+~··1~~;-,~~rR{~,,J \ ,,'! _.,, 'd ,ar • Q 0 I :, & • • ' : < I O ' , , --·· -· --·-4. d. 1--.--·: . ;, I.--.---..--. --·----~ .._ F i ' : ' • < •: i~!1-. >.· _ ·' 1 .. : , ,_~i-, ~ -~i ·-j ,d:· :· ... , , , ,; 1 _c_, c,_'-_o_··----11-· -----~--~0--------+f-· __ ;_. ~-~--'·_' . ..ii --- Bl 2 F·'.)OTlt,iG SCt,lC:, !/J"., 1<:o·· . - 12·-1,-· -4'-~" __ • · __ ,_ .. :_ __ ,_·_-_·_· __ 41_·_·--·~·· I " . ' ' :• ' ' " '. :! ! . . "., . ~i ~ 1' ~. \·. & .~ .. . :_ '_,··--J' , .. . ~ " ., ' .. . ~ -~ I 9 -a p:s:L ---7-=a ___ ~ 4[r"· ·-. Ji-• • 1/4' CONCR'r':'1: • • 4, : : V· $CORE Uflt iTYP) :' 4. . ' . . . ' ' ~ . . . ' ' . . . '•• ·:,· • •4; .-. • ! ' • • • : , • 1 ~. ! ·.4 . . • ·1 ·, --- 821 FOOTING SCALE: 1/2"~ i·-o• LENC'fH ',;' ~· • I ~-~~'--1· 1 __ ~· ~---'v---·-·~~:.i 630 SERIES FOOTING SCALi: 1/2"= i'··O" PECESi,;L 51':C 01::TAI~ 'A· & .~OfE: J TnlS Sl·E~f BY APPR DWG. NAME: F010-2 SP PAGE:F~0~\0~-~2 __ 0 ca..DJT <;ID!CRCTO CIJRB AN~ WT;.R GROUNOll'l(l we I_J :;.;-::t'Gr"-~ T : : ·, .---~'®:1-.:_~. ~1+~"'--~--.-~·-~c._··--,-+-----1 INCH GRS COVPUN$ ~--'---'·~.+-, 4 COPPER. EU;CfRODE; Ji, . .. . . ..: : l ._,_'_'_' __ !_~ .. -. SPECIN 0FAAltiG SJ:tQF 1NfilNIAOPH W1B NB OEIMS SCAI..£ NTS ' ' BUS SHELTER FOOTING EQUIPMENT: I. l INCH GRS CONDUIT 2, ff COPPER El£CTRODE J. 1 rNCH CRS CAP 4. 1 1HCH GRS PUKi 5. 1 INCK G/IS NIPPLE &. 1 11-!CH GffS COUF'IJNG 7, 4 !NCH f'\/C CAf' 8. FO...i.t flLL (SEE SHEET C1 OJ FOR SHELTER FOOTING DEfA!LS AND OIMENS!ON) ----~-. N 4 CDPP£R ELECTRODf: €U:CTl«l0E e· (frP.) ------------- FOJT G [ E IN )I,\'. r·;s1rJNS 'FJO:lt>C FllA/,'( I l(NCT~ WIOlH SLAB useo TYP£ ' ,· TtUCKr-.,s.s T 81' Pm '"* ' 9'-8" I 7"-0" ' 1/2' ' 812 '" '"" 18'·-0" i ,·-o· ' 1/r m nR '~" I'.(-&' 9'-[!.' ' 1/2" e2: em "'-"" 3·-a· 4'-4" 14·• '" ern '"' 1a·-o· 4•_4· 1~" '" "' 9"-0" ' ~--4· ' 1;2·· '" '21 9"-Ci" 4'_4• >," "' e,, °" "' g·-a· 4'-4'' H" IU?. f"l2 17°-','' 6'-4" ' 1/2" B}2 '" \2'-0" s·-o· ' 1/2" an Fl•1 17'-~ 6"-4. ' 1/[ '" F22 " '" 17"-•' 4'-4" H., '" -"3:2 !T-4"' ~-~ .tl.QlES: 1 .• ., .. INDICATES AAE'.AS rnR fU[lJR"c SHt.lTF.R Lrns 1WQ;I) <'l.ACl.~G R[lfiFC;.(;'),E:Nf 1,, THESC ARC-.S. For, SITES W)\'"1 SLC>rE~ LESS TK."IJ C.5\~ IN "A" CIMt.Ns,0,1. INCREASE 01i.!E~,,CN AT ~IIDDl;: Of ,coon,% BY 1· :o ASSUR~ PRCPF.R DRAre;Aor Of SLIRFP.CE 1,An:R. \"/n(N IJ'.">~Ci 0-32 FO:>T.fJ(; \ilfH 00','0lf FhA.Y(S, ~-VPPORT FRONT M>D'.!LE LCG CR LCCS !Jf fP.~,VE AS fiFOV-iFG TO PROVIDE ;;,E SAME fQP £LE'IMION ,,£ Tilt PC-Rlf.:Efr.a"i >l'Al.l. /; -SHELl[R L£0 (ilH) 3/-!" CfW.!Fff; ALL ~Rcu~o '-----!-c'c··_,c0c· ..\---' LINi: ' ' a· I ~ I C <l ' ~ i ' ~ I d TYP_~_ l-.£.Q O:":TA!c. §} COC~NEt"\ NOTES: "'THE CONTAAClOR SHALL GROUND TliE 12 >'DLT SOLAR UG!ITING" SYS!£'-' BY T~E" FOU.OWING; "1. Al'" NE'H CONDUIT UNDE!IGROUND Si-'.AW. 11/,.VC A Mlr..MIJM C(J\11'.R or 24 1-'ICHE:S FROM fJMSHEO GRAOE OR 3Q iNCHES fROld TOP OF fHE SHELTEfl PAD. 2• l~'bui~~Jr~~~Jt6¥-r~r.l:E 2lHf~r~ #pj..ii°t:S~. J. lHE 14 COPPER GROUNOING UECTRODE SHAU. fl( ENCLOSED 8Y AT LEAST 2" OF COl<CRETE IN ACCO'lOANCE wm, NEC 2002 coo~. 2so.52 (,1) (J). •4_ Ai THE SACK SHRTE~ UC OF HIGHEST EL:VATION 'lHE comRACTOR SHALL E:<T£NO THC: 1 lt~CH GRS CONOUli W/COUPU~G UP 10 THE $1.'RFACE L£>.IEL, INSTAL'.JNG A ?WG IN iHE ENO Ol' lliE COUPUNC, (TOP OF Ct:lUPUNG W/PLUG Sl-'.ALL fJ.E AT TOP OF Fl~IStt PAO) •5. THE CONTRACTOR Sflft.U. STL/E! U? THE 1/4 COP.~ER EL£CTRODE AT THE a,,..cK SHELTER l[G OF HIGHEST ELEVATION I.SWING TWO FEET I\SlJVE GROUND fO ATT~.Gl-1 TD iHE GROUNDING LUG iNSi:C: THE SHtLTER LEG. "6 KING COUNIY 1,i;CTRO Sl<J\LL Rt:MOV'E 1 INCH CflS Pl\/G. IN~TALL 1 !NCII IBRc!\OEU CR'S HlPPUC /\NO CONNECT THE FIXTU<lE GROVND AND TKE f4 CDPP~R. E.LECTROOE TO 7HE GRDUNDl,~G L\.'G IN THE !;>'0.1ER LEG. 7, 20N(S PR(PPJlto F:;R ~Ull!RE INS7,UATIONS S•W..L •"E,>,1/E ~-!'.LEClROOE ANO rHE C'.JNOUIT Co1~P£0 ANO 8'JR•~o AP~ROXIMA.Tf.lY ,. B£rJEATf1 THE co;.;~RE.ff SURIACE. PLACING TWO FEET Of THE i4 CCl'P~R ~LECTRCOE. IN'SIO[ CONDUIT. (SEE OE.lAIL 2} 8, E'.ACH £N) Of" TrlE CONOu1r SHALL a:: CO'lt.REO WITH THE SPECIFIED CAP. TO KEEP COM:RETE f"ROM ENTUliNC THE CO/-IOUll • •9. T~E J INCH P'lC CAP SHALL SE nLLED WITH f'OAM CR 0111rn-IMTERII\L TO KEEP CONCRETE FROM ENTERINI, Tl1E COlfDUIT ,l,i,/0 C>J' 5PAC(. •10. rr1E 1· GRS co.~OU,T SHAU. BE E:<TE.NOED jj INCHES BEYOND TiiE EDGI< OF 51-iELT£R FOOTING 11. rnr CONTAACTDR SrlALL PREPARE AN AS-81,;:LT f"OR EACH SHf.LTER LOCATION AND OWNER Sf-W.L OELl'IE:l TO kHiG COUNTY "'8ll0 FOR .AJ..L FUTUITT: SHELTER LOCA.T!ONS • 12. USE OE"!AIL 'I' FOR s,ro:s \\'HEF.E SHELTER WILL BE IHSTALl.EO SHOliTLY AFTER SO"E WOR..: COW't.CTICN. OTl!ERWISE, !JSE" OETJ.JL ·r_ - - TYl-'tGl,L CO/•UilON 10r! ,\(~ £XCLP1 1l.3Q S~Ri~S I I- :::) .w '-" u Z> -D:'. Zw Zv, AOJI/STI.IWT SECTION (NOT .t.C'JJDEO IN BID 1TE~) W.lllN SASIN QR l~LE1 INfFRN~Eft!lHTit:ly 1' W'lS CAf" (~OT ,HCU/llEO .ti BIU lrl.M) . ·r.t_rn.··,·: .. ::! ;j -/ 4 CO?P£R u • SCE NOTE 7 6" ,_•_s_t_t_>_o_rr_, __ ] • $€E NOTE 10 1 INCH GRS ---''-------- i-,i { RE"!JIREO ~T SOUi; ~SITES V) z 0 E 0 z 0 u 0 z 0 en w :::l z w ~ 0 z N I' L[) N N N OCJ N I' <D OC) I I L[) L[) N N s-' o_ <( 0 r-z z s~ z -0 '-" 0-:: z--> 0-:: z ww w z . -C) Gz z-w G:i _J > -D:'. ?c ::, u (/) File:P:\ 13000s\ 13240\osbuilt\ 13240-d 1.dwg Date/Time:4/20/2009 9:06 AM Scale:1" RHERRON 1---·-·'---=1 ··-·---------~-..... ---··~· ....... - Xref: , z13240-renton-b.dwg, ali.dwg SECTION 0 SECTION® DATE REVISION BY APPR D CEMf,;NT CONCRETE CURB AND GUTTER PLAN SH£E'1' 1 OF 1 AlJOPTED Cl'rY OF REN'tO.N S'!'l'-,;-lllARD PUNS UH DATE: 04/04 owe. NAME: F015 SP PAGE: F015 i , -',!,-+.---- -1- QETAfl "2" IWFR&I s•m!fR 11\ir:IIING R\IBIED rotm11a Mfl QRQl!NOING El [CJRQP[ """'"' 1" ORS C/oP City Of Fl(,1-;;--..,., .. ~-------------1 Ptannin . • n g D11 ision RECOMMENDED FOR APPROVAL AUG -4 Zllt By, __________ oate, ____ _ /f5J By·-------------Dote:------ lf1l/E({;{Jff gnn ;: · WI! 11@ _____________ Dote NOTES AND DETAILS SHEET CS d z CD 0 '"') w 0 CD ·'I '' fi I' 1"' 0 ,-,_ " a l{) ~ CONSTRUCTION NOTES AND DETAILS r::i u ic ~ w u -< ' ~ ~ Ld Q. 1 w ~ ·> u ~ ,-s Q. ._:,j " 0 3 ,_ w ~ " <N ~ ~ 0 ~ E-, 1---4 u ~'1 ., .. o• rn ~;, ;"~ r.- ~ z ~ f C > w 0 ' 0. z 0 E-, z ~ 0::: r a:: '11 _,., CL (]J Cl (/) .Y L 0 3: 0 .0 ::, (L " 0, C :o ·5 lll ''-c,; C ·2 C 0 (L V) 0 z __J o ee f= "-~1 o:: en O;W Z ol o... g a, (.) 8 " "' ~1· 11' 6 u....uu UJ o::! ~ o w> W; 0 --1 Q_; u !:::! n::: L,._ Z;o:: 01w o:: in[ 3c w WW (L 0 Vl LL. :::?E 0::: ~ 0:: w C1 er:! 0 I-<.( ' ~! ~ ~ t11 ,---------------------·-·------·--------------·---· R/W ~ ~--EXISTING G~OUND >------100' MIN. ----" (MAY BE REDUCED TO 50' MIN FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL.) R=25'M!N I I EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD PLAN NTS 1. Use 4" to 8" quarry spoils or crushed rock for surfacing as shown. Material with 'fines' is not acceptoble. 2. The 100' minimum length shall be lengthened as necessary to Insure material Is not tracked into the public right-of-way. T!!:MPORA!ff CONS1'RUCTI01l ENTRANCE e:f.:~'Nm\' O + ~R?!;'~N1~N ~~ S'lAND~RD P!MS ISi' D,\TIS; O+/D+ FILTrn FABRiC MATERl,\L 60" WIDE ROLLS. USE STAPLES OR V~RE RINGS TO ATTACH FABRIC fO WIRE. 2" BY 2" 14 GA. vm~E FABRIC OR EQUIV. BURY BOTTOM OF FABRIC MATERIAL IN 8" SY 12" TRc:NCH FJLTER FABR!C MAT£RIAL ~---~--- 2" BY 2" BY 14 CA --,]+-~~ WIRE FABRIC OF EQUIV. PROVIDE J/4" -1.5" WASHED~- GRAVEL BACKFILL IN TRENCH AND .....__ ON BOTrl SIDES Of flLTrn FENCE FABRIC ON THE SURFACE. --l 2'' BY 4" WOOD POST ALT; STEEL FENCE': POSTS. 2·-0· BRUSH BARRIER NTS 1. FOR SHEET RUNOFF OH fOLLOWING OISCHMG::: FRO\.! A SEDIMENT TRAP OR PONO. 5. TI-IE TRENCH SHALl BC BACKFILLED 'MTH 3/4"' MINIMUM DIAMETER WASKW GRAVEL 2. MAX•!,UM SLO?[ ST'f;EPNESS PERPENOICliLAR TO F£NCE Ut..:E 6. FILTER FASRiC HNCES SHALL BE REMOVED l'.HEN niEY IS 1:1. HAVE SERVED 1HEJR lJSffiJL PURPOSE, DUT NOT BEFORE THE Uf=>SLOPE ARI:'./\ HAS BEEN PERMANENTLY STABJLIZEO. 3. MAXll.'.U!I. SHEET OR OVERLAND FLOW PATI-l UJ~GIB TO THE FENCE OF 100 FT, 4, IF 50% OR LESS 0" TI-·H'. SOIL, 8Y W~IGHT, IS FIN[ PARTICLES SMALLER THAN THE U.S. STANOAR!l SIEVE NO. 200, THE EOS SHOULD BE EQUAL TO OR SMALLrn THAN lliE SIEVE SIZE lliAT 85% Of THE SOIL CAN PASS THROUGH. 7. FlLTER FABRIC FENCES SHALL BE INSPECTED IMMEDlA'lELY AFTER EACH RM.;FALL AND AT 1.F.AST DAILY OUi<ING PROLONGED RAINFALL ANY REPAlRS SHALL SE MADE IMMEOIAlELY. FILTER FABRIC FENCE DETAIL e ADOPTED 0 c= oF ai:i,no~ SfA.~D/JlD PLA.~a I.SI DA1l!: 04/o+ ----~M=•~·, ~--~RE=SS=IO~< --~~8'~PPR o: ---OWG._ NA~l_E: _B06::c.8 __ ---'S"-P-'.PCAGE: B068 '----------f::-F REVISION OWG. l\'AM[: 8066 SP PAGE: B0t:i6 I f-- :=J 0 U) w :=) z WN :':;: n 0 0 co z 0) N "' LO (f) • w C.,:,U Z> z fr: zW :"i (f) Q_ .;! 0 1--z z :"i ~ z •O c.,:, fr'. z--> fr'. z ~w z . -C.,:, '-"z z-w GJ __J > -fr'. e:: :::, u (f) 6" KEYED NOTES ;,'\ LINE OF FACE OF ~ CURB (CURB GRADE SHOWN ON PLAN). ;-;;\ PAVEMENT AT GRADE \::_/ SHOWN ON PLAN. 0 N/A. © PREPARED SUB-GRADE. 0 STONE BASE. 18" , IN. :. .. ; . '. . . .. ·_·_. • ... ·. :_. >_._·~_.·:·"-_ · .. · ... . ~ ........ · .,__ . .-.. ··-;: ....... :· .: .'>.. • •' C '•. <I r · · ·_· 'F(--1" "---1 ~I I JJ l, ~ 111-'--'-:+-{I 1 5 .r;;\ LINE FOR BACK OF \::_; CURB. NOTE: ALL CURBS TO HAVE 3/ 4" EXPANSION JOINTS AT MAXIMUM 1 DO FEET WITH DOWELS AND CONTROL JOINTS AT MAX. 20 FEET. VERTICAL CUr\B Of\lSITE (ALLOWED WHERE STORlvl WATER DOES NOT DRAIN AGAINST FACE OF CURB). NTS 6" 1 '-0" R2" 'l----"-.. --·--·-.c--J~L--------+---------'I, . ', 4 ···<. " ·• . .-. ' c<I 4 4 ' .· ·. . . . -~ : .. -:. ~ .. ... :._..'··;· '.' ·.: ,' : ·, .. :·. :.~ -:, <I .. '.: ...... ·. ... . .:.-'( :/\·i.''.t·•· m I I~ 2 KEYED NOTES 0 N/A 0 PREPARED SUB-GRADE . 0 PAVEMENT. NOTE: ALL CURBS TO HAVE 1 /4" EXPANSION JOINTS AT MAXIMUM 100 FEET WITH DOWELS AND CONTROL JOINTS AT MAX. 20 FEET. COMBlf\lED CURB & GUTTER ON SITE NTS File,P:\ 1300Ds\ 13240\asbuilt\ 13240-d3.dwg Date/Time:4/20/2009 9:06 AM Scale:1" ~ 1' RHERRON Xref: , z13240-renton-b.dwg, oli.dwg FLOW 4• -6" LOGS r ,· ' NTS 24" 6" 24" L "' TI-iE IJISTANCE SUCH THAT POIN-;S A & B A:SE OF EQUAL ELEVATION. ROCK CHcCK DAM '1S SPACING BETWEEN CHl:CK DAMS 2 hl' 24" POCK CHECK DAM NTS ~ ~ CHECK DAMS ADOPTED CIT\' 01;' RE'lTON $T,'...~0,IJ!l) PUNS LSJ DATE: 04/M 4 LE T · VARIES -SEE SITE PLAN F ----+~EQ,,,U,!LAlhL _____ -,f-1 _____ _bE,.,,Q:,,,UA°"L~-------al"l'--'6L"_,l< CD N/A ~--WASH (2% MAX).) ' -~-------~~~--~" ~--· <72.1 --·--,-4-.. __ '1 <I ,, . -~ ,'1 . .·. . . . . ,,; ·. . ,. . ... .-. . . . . '. \ r.;\ COMPRESSIBLE FILLER \2./ (3/4" MAXIMUM). r;:;\ 4" COMPACTED 'c/ AGGREGATE BASE CUT BACK AND PROVIDE SEALANT, 1YPICAL, AT ALL @ 1/4" TOOLED JOINT @ 6" x 6" #10 W.W.F. (j) PAVEMENT. JOINTS WITH FILLER. TYPICAL ONSITE PERIMETER SIDEWALK NTS l[ll®llm[IIIIIIIIIIl!m1mJ1[rnm1@[III mlOO®l@m[IIIllll[IIIJlllllll[l[[l[lllllllll[,u"'"='~, ·,::ii·.• •.•. · f.. /········· · .•..•• ··········: •.. if .•. ; • ' ' ? ?·t.{• ··.·•i ·•··•· .•••• i.• .•.• ii.··· '· .. :.':·: .. ;·.-,:· ... ,,,.·:. _:·' .. _:·.:_,·: .. ,':, .......... _-·· .. ··,:·:..::·.-:-:'.! 1- 111 11 1- 111 1 I l- 111 111- 11 - 1 -1-1·1-;--;I,-{·--3 i:.:_i, ~'ft( : ·r~1~1:::.,.-:_:,n· ,~:.· ·. < •.. -. I lill, I " 111 I ,illl I ,WI 111 111 lilll I i' 1111 i' 111 I " 1111 (HEAVY PAVEMENT SECTION) (LIGHT PAVEMENT SECTION) HEAVY PAVEMENT SECTION I,\ 2" BINDER COURSE WITH 1 Y," ~ WEARING SURFACE OVER TACK COAT ;-;;\ 8" CRUSHED ROCK BASE \::_/ COURSE PER WSDOT STD SPEC 9-03.9(3). 0 WELL-DRAINED SUB-GRADE (SUB-GRADE TO MODIFIED 95 PROCTOR MIN. COMPACTION). LIGHT PAVEMENT SECTION I,\ 2" BINDER COURSE WITH 1 Y," ~ WEARING SURFACE OVER TACK COAT r;\ 6" CRUSHED ROCK BASE \::_/ COURSE PER WSDOT STD SPEC 9-03.9(.3). 0 WELL-DRAINED SUB-GRADE (SUB-GRADE TO MODIFIED 95 PROCTOR MIN. COMPACTION). ONSITE PAVEMENT SECTION DETAIL NTS OVERFLOW ELEV. = 397.0 WELD ALL AROUND IE ~ 395.5 <:> ·o. ·o o. 0 '· 4'-o" X 4'-0" CONC. PAD ELEVATION 4'X4' CONC. PAD 36" ¢ CMP PERFORATED STANDPIPE 0"-1 O", 31'-50' (TYP) 24" ¢ CMP PERF. STANDPIPE 1" ¢, TYP. AT 10" 0-C 10 PER ROW TOTAL 40 PERF. '\,,--2"-4" WASHED ROCK _ r°" ""GRAVEL CONE POND BOTIOM EL = MIN. 1' DEAD STORAGE FOR SEDIMENTATION TRAP 394.5 TEMPORARY SEDIMENT POND OUTLET CONTROL STRUCTURE NOT TO SCALE 1 1-~-i I 1 1 -. -I 1: ---_, ---··--111=111- TEMPORARY "V" DITCH NOT TO SCALE I City 0 fF{ P!anntn ent, n 9 D1v1 8 ;0 1 -··11 ·---_-111· -111:_:__:1 , . -1. - RECOMMENDED FOR APPROVAL AUG -4 2009 By: __________ Date: ____ _ ~9] (Ee, Bye Date, l Lt;:,(CftIUW,{fil]j By ______ Date __ _ NOTES AND DETAILS SHEET C9 0 z (Il 0 "") u.i 0 a:i C u 0 z l;j '-' 0: m "' ,,, '-< '- '.;j J 0 m ~ 0 ~ '- L;j ~ 0 ~ g '- g " ,N 'ol; .,,..a Ou ~ ~ w zO tu~ 0 Cl)~C, ~ Z1-~CJ) WCJ):C W w .c CJ) I- C: -<( 0 0 """ 3',:: z ~w -z 3:zz 0 LOl-0 -0 I-::;;: z () ~ z 0 0 E,-1 >--z E,-1 ~ -p::; u ~"' 11 •r4 ... ' ,,,,- <Jj .,_ ,:,,"J ~5; o• i~- ~j ;:c~ "o ~~ 0 " w ::::> a: a: bl z 8 .,.; 0. <lJ 0 "' .cL L 0 "' ·"' .D :, 0.. ------ a, C '6 ·s m ------ a, C ·2 C .2 0.. T-. , / «J i? ¥ T j--,.~ owu1~ ,C:: I Z 8 w j :::JOU zj::;;..sr: O "0 zW ! 1:.2 '.!.; j 0 (/) .w (') u z5 z °" zW j (/) (L _J <( 0 ,-z z :5~ z ·O (') °" z--> °" z ww w z . -(') (') z z-wi:J _J> -°" >::) u (/) File:P:\ 13000s\ 13240\osbuilt\ 13240-d4.dwg Date/Time:4/20/2009 9:07 Afll CONSTRUCTION NOTES AND DETAILS VAULT ACCESS LID RIM=399.59 PADED ROAD ------------- SURF ACE ----------... ~mm-==""~"'! BOTTOM OF LID ELEVATION = 396.4 MAX WS EL=395.9 RESTRICTOR PLATE W/ORIFICE DIA= 1 1/4" PIPE SUPPORTS: 3"x0.090 GAGE BOLTED OR IMBEDDED 2" IN WALL @ MAX. 3' -0" SPACING (MIN. ONE SUPPORT) . / 12" CMP 12" so STATIC WS EL=389.75 '+--'"1 +---~12" CM P STANDPIPE z :,s " l==:j:::ija ._; FLOW RESTRICTOR RISER NOT TO SCALE RESTRICTOR PLATE WITH ORIFICE DIA. = 35/64" EL = 388.5 VAULT BOTTOM APPROXIMATE FINISHED GRADE 0M>~~'$;',~";);;k'0;Y;);;;':>'.:f,C\ij /~-'/, /-< /, /{ /-.: //: / '/, /{ . /-< .. ... MAX W.S. EL=395.90 - ~--STATIC_ W.S. EL=389.E.__ sz --- TOP OF SEDIMENT EL=384.45 EL=386.0 ' ~------ 5% MIN.~ ---------- L. 5% MIN- BOTTOM OF WALL / EL=385.4 40' SECTION A-A NTS Scole:1" = 1' RH ERR ON Xref: , z13240-renton-b.dwg, oli.dwg BOTTOM OF LID EL=396.40 BOTTOM EL=385.4 0 40' BOTTOM EL=385.4 BOTTOM EL=385.4 15% SLOPE BOTTOM EL=385.4 5'x1 o' GRATE ACCESS DOOR (TYP. 3 PLACES) REMOVABLE BAFFLE PANEL MADE OF STAINLESS STEEL, PRESSURE BOTTOM EL -384 23 TREATED WOOD, FIBERGLASS [ -. CELL 1 OR PLASTIC .c 0.5% SLOPE -----------------· -------------" ------ 12" DIAMETER VENT (TYP. ALL FOUR CORNERS) 24" DIAMETER t MANHOLE ACCESS 5% SLOPE (TYP. ALL FOUR CORNERS) 40' BOTTOM EL=384.40 r 5'x1 o· GRATE ACCESS DOOR (TYP. 3 PLACES) ,rs:-7'",+---,--,a BOTTOM EL=385.4 120' PLAN VIEW NTS 15% SLOPE 15% SLOPE CELL 2 ,< LEVEL>, BOTTOM EL=384.40 t5% SLOPE t5% SLOPE 80' Qo BOTTOM EL=385.4 5'x10' GRATE ACCESS DOOR (TYP. 3 PLACES) BOTTOM EL=385.4 12" DIAMETER VENT (TYP.) ALL FOUR CORNERS BOTTOM EL=385.4 12" DIAMETER VENT (TYP) 5' ,--.. .. / x10 GRATED ·,<1:,,, ALL FOUR CQRNERS -ACCESS DOOR 24"DIAMETER /5'x10' GRATED /APPROXIMATE FINISHED GRAD{ MANHOLE ACCESS ~~OOOR // V )/_~ • . • • v. • "y_v,"<·:<.<0(/"''«««Y~~'? ''(/~ ~~~\ ~i~%%%~%%%%%{ 1/ 7 / 7 / ~~~%%%%~%%%~%%%%~ ~0~ ·~~~ ,;<,"{. 10V/' /, /, /_, '/-</ V BOTTOM OF LID ... " .. . ... .. . ... ---... . .. ... .. EL=396.4 ' ... MAx' W.S. EL=395.90 . .. ... .. . - CONTROL STRUCTURE \ DETAIL PER THIS SHEET TOP OF BAFFLE 11.0' EL=391.0 12" OUT (\ -. ----,-------·---STATIC W.S. EL=38_9. 75 '{ ----.. - "" IE=389.75 0 12" INLET CELL 1 CELL 2 IE=388.25 BOTTOM OF BAFFLE -EL=387.0 EL=384.45 ___ TOP OF __ SEDIMENT _EL=386.0 EL-384.40 -· "'"~-·-·-·-----~·~ -BOTTOM ·orWALL"E[-38'5~4 --""' -'\ -------------,-·------·· ----·-----------------.--·--·----. --- -···-· -------·---·-----·- --\ BOTIOM ~ .5% \ ,< LEVEL>, \ EL=385.4 OF WALL / BOTTOM EL=384.73 -A· 4' 40' 80' 120' SECTION 8-8 NTS RECOMMENDED FOA APPROVAL By: ________ Dote: ___ _ By: ________ Dote: ___ _ By: ________ oate ---- NOTES AND DETAILS SHEET C10 0 z w 0 J w ~ w I• I 'j l w u ~ c:. z ffi Q .;,: (/) ,_:_j u < CC co ~ w C. ., C. w ~ '" u ~ ' 0 ~ "- w c-_, 0 I-·· 0 ~ "- t'.' w ~ X iN " 0 C '--0 LO 0 '-u "' ~ ,;.; " :::J " C r d t " Cl) ..J ~ w t-z a wOa oowd z z a: z <( wt--00 I 00 w ..c: Cl) w a: -<( I-""-t 3: 0 ..Jw z <Czz 2 3:LOO 0 ot--~zt-wO a: :::, a: ~ z 0 0 ..; o_ <I) 0 µ.,z (I) -" Oo ~ 0 E-; 3: :>-<z .S! .0 E-;~ :, (L o~ '-a, C '6 ':i m ....... O> C ---, 11 C ..... C .!2 (L --· .. 'S~-, .. -~ 0 < z d g g " 0 L I I !Q 8~ 3 "' "' Q " "' 6 z " > ! 8 " r ~ 0 r " 0 u I 0:: (/)I ' (/)' (/) (L «=1 <(I <( (L I i <( ' ' 0, m m;co "' 0 01010 w ~ <O >: '·" ~ 0,00·1.0 r,')!~;.z:._ ~ .,-'. ('J 0 ~N _____ a _ _Q Q·..- I ' :r: :r: :c >-,. , , m !.Y: ct'. ct'. --·i-·------ : vii :z iQ 'F 0 z 0 u ~g ow i== Li.: 0 ct'. Zw 0 a_ u (/) gz wO G: § ct'. z WO a_ u i'§ °' ~~ 0 (/) ~ ffi ~i VJ z 0 E 0 z o• ul o' ___,, w' LL: ct'. W' a_ (/) ! w, 0 <( "' '-" 000 w w w (/) (/) VJ rS cS rS cS tl".: 0::: a::: 0::: z 0 [J) ~ 0:: 0 z I 1- :::J 0 (/) VJ .w (_') 0 :;,; > z D:'. zW :5 VJ (L _J ~ Oz zw :'5:;, z ·O (_') 0:: z> D:'. z t::: w z . -(_') (_') z z-wi';:j _J 5' ~::::, OVJ File:P:\ 13000s\ 13240\osbuilt\ 13240-d5.dwg Date/Time:4/20/2009 9:08 AM MORTAR Scale:1" == 1 ' RHERRON CONSTRUCTION NOTES AND DETAILS : .. 72'0 INLET PIPE (SEE NOTES 5 f G) ~ -. '~ BALLAST (SEE NOTE 81 12"0 HDPE OUTLET STUB (SEE NOTES 5 < G) ~OLE STORMFIL TER-PLAN VIEW CD CONCRETE GsADE RING STEP (TYP) INLt:T PIPC (SEE NOTES 5 < G) UNDERDRAIN MANIFOLD 30"0 fR,t,,ME AND COVER (STD) (SEE NOTE 41 -1 HDY'E OUTLET RISER WITrl SCU 1v1 BAFFLE 4'-G" MIN (SEE NOTE 7) SEE DETAIL. 2/2 5TORMFILTER CARl'RIDGE (TYF) (SEE NOTE 2) MANHOLE STORM FILTER -SECTION VIEW ED n-1[ 5TORIWNATE'?. MA~IAGE:v1E~IT Ston,1F,!ter® ©l!IDM33l(i}hb.liJatlHl6I:lormwater Solutions STORMWATER --- ---.-SOLUTIONS., U.S. PATEr-,T ,,10. S,J;:>?.,S29. No. 5,707,52/, No. G,02/,b3:J ~Jo. C.(>lt,,Q,\8, No. 5,G2A57G, A,'W 01 r1f.X 'J.5. AND FORE:Ge1 PRE CAST 72" MANHOLE STORM FILTER PLAN AND SECTION VIEWS STANDARD DETAIL PATENTS PEl~Dlt~G ORA1NING 1 1'2 i;ontechstormwater.corn DATE: 09126105 SCALE: NONE FILE NAME: MHSF7-72PC-DTL DRII.WN: MJW CHECKED: ARG C.-,TQl·.Sl,9N'nw,£.»IJ vwi:r, GRATE CRJf~,l{U: .. ~ ~ ~ .~ . ;.6_ .. ···-ll!MI ~i "°""'. . ~·:CRll.All·~r-·~ -. • . '.-, ,' '.-;a,,,-C Fl.Al su.a TOP NOTES 1. tfo steps or~ r~i-ed whll!n h~ght. Is 4' or le~:S. 2. The bo\tom of the pr.ecost cot,;b ~In moy be sloptd to focilltqt-o eteorilng. J. ff~ Ot1cf.9"Qtti·moy·~ In~~ '111,!th f!Qri~_down or .1:~IR Int~. Qd):.mmenl t;ecl~ •. _,_. : · ·•· -.-.~~~.,~~· h·a~ ./~91.r\~,~ Jif .. 2~ ·inwmu~ ·tQ , ,2.,5 ··.r;ii.~)fln:. fr_,r,i~~.:a:·,1·:~c:··:~.f!,~/.fm· 9'??:-,"t~ Ul<o ·~·:.~ ""d \h• outo!d<·ol .11),i pipe; Aller \h, pip; :is. lri"tlalled>"-f!U .the 9/JP. wltn'· jQ!fl[ iruirtar In occo,lkwlee ·wl).h Std. SP.lie. 9-04 • .:); . ' . · 5. Monholes. equal to .and greoter thim, 2,0-feet dosp shall hove o "SUR£lRACT" cli~blng ood fall protection system installed, CATCH BASIN DIMENSIONS -, 'l--'~.!!!:..!!!:<E4U!L!!J ·. t .. , . ·Sf:PAAATE BASE . CAST IN PLACE INTEGRAL BASE . . PRECAST WITH RIS(R $!:PARATE BASE . PRECA$T Xref: , z13240-renton-b.dwg, ali.dwg Meli!TM {TYP.) ' ,,·: ',•,;· .,. ' ' : -·",, .. , ', ... ·' , · '~(\'E~(,<iWA1'!9E~ > ·. pA'61 l'il?t',~ . Al.iWl!H li,o,l(IM~M 1N®t "'i rn ! .BASIN .... , _, .. , i.'·"1,.L ·_ ·· ·.~~ · .. , . illMll:TEI< C~RElJ ~tAl, _CPS5P,: ~~ Ill '/:~o, ••• 24" 30" · 24" 27" 30" 54• . JO" 36" 27" 36" 60" 36" 42" 36" 36" 42" 12· <2" .... +z~ : .~~ 48" . -.. !M:''· · 5-4"··. S"(t'\ ··,'64t. 36" · 48" i,.'--,-t--....+ .... -+... ..... -1 ..... -+..;.c-1. . •. ···.:' .. GO" 7'i!' . :.W 3'". · . .... CATCH BASIN TYPE 2 if~!.~P9_'.'8k~~j\W'E STOAM SE'A£1l PIPE (St~ S-. 9.~05,20l AOOPTEO . Q)(~~.-:S'p~. 9~l_:i{2)) · -"'~ aw-.-......!. ··e· _ Cl'TY.OF~TON . . .. ~ -. . . ' • :!In • STANDARD PLANS ;ir,;; LAST DA 1E, 5/200004 SPPAGB B027 GENERAL NOTES I) STORMFILTER BY CONTECH STORMWATER SOLUTIONS: PORTLAND, OR (800) 548-4GG7: SCARBOROUGH, ME (877) 907-8G7G: UNTHICUM, MD (BU;J 740-331 B. 2) FILTER CARTRIDGt:(S) TO BE S!Pt-101'1-,'\CTUATED AND SELf-CLENJING. STANDARD DETAIL SHOWS MAXIMU~.;i NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLJ\NS OR IN DATA T1-\BLE Bt:LOW. 3) Pi".ECAST MANHOLE. STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTVI C478. DETAIL REFLECTS DESIGN INTENT ONLY. ACTUAL D1iV1ENSi0NS AND CONFIGURATION OF STRUCTURE 'NILL BE 5110WN ON PROOUC."TION SHOP DRA.1NING. 4J STRUCTURE A~ID ACCESS COVERS TO MEET MSHTO cl-20 LOAD RATING. 5) STORMf!lTER REQUIRES 2.3 FEET OF DR.DP FROM INLET TO OUTLET. IF LESS DROP IS AVAILABLE, CONTACT CONTECH 5TORtv1WATER SOLUTIONS. MINIMUM ANGLE BETWEEN INLE:T AND OUTLET 15 -45°. GJ INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MAl!HOLE STORMFILTER EQUIPPED WITli A DUAL DIAlvlETER HDl'E OUTLET STUB AND SAND COLLAR. EIGHT !NCH DIAMETER OUTLET SECTION MAY BE SEPARATED FROM OUTLET STUB i\T MOLDED-IN CUT LINE TO ACCOMMODATE A I 2 INCH OUTLET PIPE. COWIECTION TO DOWl,STREAM PIPING TO BE MADE USl!,G A l'LEXIBLE COUPLING OR ECCENTRIC REDUCER, AS RE.QUIRED, COUPLING BY FERN CO OR EQUAL AND l'ROV'DED BY CQNTR1\CTOR. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM 15 REQUIRED, CONTACT CONTECH 5TO,~MWATER SOLUTIONS FOR OTl1ER OPTIONS . 8) ANTI-FLOTATION BALLAST TO BE SPECIFIED BY t'NGINEER i\ND FROVIDED BY CONTRACTOR, IF RECIUIRED. BALLAST TO BE SET Al<'DiJND TriE PERJMETER OF THE STRUCTURE. 3) ALL STORMFILTERS REQUIRE REGUI_AR MAINTrnAIICE. RE.FER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE lf1FOR,MATION. "· 30"0 F,RAME PRECAST MANHOLE T . AND COi/ER (STD) STORMFILTER DATA D STRUCTURE ID SDMH WATER QUALITY FLOW RATE (cfs) 0.015 . PEAK FLOW RATE(< I .5 els) 0.07 RETURN PERIOD OF PEAK FLOW (vrs) 100 ~. -, # OF CARTRIDGFS REQUIRED 5 -CARTRIDGE FLOW RATE ( I 5 or 7 5 wm) 5 MEDIA TYPE (CSF, PERLITE, ZPG) ZPG RIM ELEVATION "02,0 PIPE DAlA I.E. ORIEmATION MATERJAL DIAMETER INLET PIPE# I --39&51 9.85180' CPEP J 2" INLET PIPE #2 . . .· -·· ... 8.10 O' -- OUTLET STUB 388, i' CPtP i 2" MANHOLE STORM FILTER -TOP VIEW ED ECCENTRIC REDUCER YES\NO SIZE (BY CONTRACTOR/ NO ANTi-FLOTAT!ON BALU\.ST WiDTH HEIGHT OGTLET SNJD COLLMZ RISER X I 2"0 OUTLET STUB NOTESJSPEC!1-\L REQUIREMENTS: PIPE ORIENTATION Kff ~IOLDED-IN CUT LINE 90' I 8"0 OUTLET STUB 150°-8:)-0° & / I 270' ( '~", \ ",\ , <\ I ' ( , \ 7 rnm,c,ce . \ (BY CONTRACTOR) COUPLING ~ (BY CONTRACTOR) \ (SEE NOTE GJ GPDUT n·IE 5TORMWA,TER. MAN.al..GEf,1Effi ·, (BY CONTRACTOR) St,;;~,';if,,ter® ',.--~·:.,, U.5. f'ATENT tlo. 5,322,G23, MANHOLE STORMFIL TER -OUTLET DETAIL EB NC!. 5.707527, i·io. b.027J;3:3 th b,tA9,048, No. 5,G24,57G. MID OTHER U.S. A.\D FOREIW ©ZU3l&hh1\faGHi&lormwater Solutions FATEf.JTS J'.'.::NDING A;;»l~l.l'l'lrAU® PRECAST 72" MANHOLE STORM FILTER DRAWING '!..?~~;~ i ;;;,~1 ! TOP AND SECTION VIEWS, NOTES AND DATA 2 STORMWATER ..._ SOLUTIONS .• contechstormwater.com DATE: 09/26/05 I SCALE: NONE FRAME AND VANED GRATE oru: ~ BAA HOOP FOR il" HEIGHT TWO #3 BAR. HOOPS FOR 12" Hf.lGHT RECTANGULARADJOSTMEHT SECTION STANDARD DETAIL I FILE NAME: MHSF7 -72PC-DTL PRECAST BASE SECTION 212 I DRAWN: MJW I CHECKED:ARG NOlES 1. Man aooepteble, ~ 1o rebai, '.mt mesh hewlg a rnlNll.., -of 0. 12 lqll!lf9 ~ JWII' foot m11y bl wed. ~ mesh thilll not bl, plaeodln ~ 2. 1llll t.nook4Ut ~ shall not be g.-,. ll!M ,1r, Krladu)ulll lNII ha¥e ...... lllltkMM of 2" mlnffllm 1o , .. ,,,,,_ 3, Ths lllllXimm oopti-1 from lit f'riNd grllde to 1l'IO plp,c irMllt thal be&'. ,t, f.._ ll(ld l,91lt8 may be imtalled with twv, aoMt or wt Into~ aectlon. . 5. Tho procaet b8sE1 w.tlofl may /IM• l"O&alC*l lloor a® 1he Wllib may be alop6d ata nm Qf 1:24 °' aiiep81. a. Opel*ig atiall be l1l8ll&led at Iha k.,p ol lhe prooaat bue ....._ CATCH 84SIN.J:'n'E 1P PAI\KING 1.01',C:. B. .... ~~!~~ .. - ,,;AO{)PTEO .•...... CITY OF REI/TON :,TANOARO PLANS . LASTOAie, 06/2:l/2004 • l ' I i J By: ___________ Date; _____ _ By: ____________ Date: _____ _ By: ____________ Date------ NOTES AND DETAILS SHEET C11 @ C\I C') ,- d z m 0 J 11.! 0 a:i !) ' l( ;j ,, F ' :1'i. ' ' ~' 0 0 C) z ~ '-w " X 0 (J) z 0 >= 0 z 0 u _,_; 0. "' 0 Q:'. 0... 0... 4: w ~ 0 >--m z 0 U) Ci Q:'. 0 z I 1--- =:) 0 (/) w ::) z w ~ 0 z N ,--. L[) N ro N n 0 ro Ol File:P:\ 13000s\ 13240\osbuilt\ 13240-·dG.dwg C!»ll;llEJi; 1;>1.QCl<N~ S:Zl~C ~.=llU~O ·~ Too omo,ol o! 0<>1orolo r.q,~..i to ,,,..,..,. O;riZOll!<l N,~r. 1•= ona .i-i .. 11, ...,.,,d, on lho •~•"91h u! li<• ..,,\ Too '"•lllo(o of ploe1ng ,,.,,,,,.•t• 1o l.•'P tllo :;a;,t occoo,;blo o, '"""" Jo ;lQu« ,. :>c or .. '" 1<10= r«t oi <Olli;ra:o .mr,h "'""1 b...,. ogo~,1 I"< >lo• ol lho O"onch ~ fo~,o by <fvl<llng tno thw,t L, ~ooO<lo ,ho•n In Tcolo 1 l>t tho ..,ro _,./Ii lood of th• ,al a, oflo"" In To,;10 1. a.~ 1, Tho ol<l.1~ P'"'"'d""' lo !or h<lriz..,\ul "'"°"""'"" lhn,,( ""'~ 2. K<~01 o! lh< 1'"1<>1 OIO<'C must •• •~ooF t,, •• <n• lhOt> 1/2 Iii< i!e;>t,> trom lho ~":,Jr,d oo,rooo to lllo l>lo,;I; ,-. J, "'• tne,>l blool -9 'o« b """'"'"'"1<1>' fO<~')'l<Jf, .\. Tho <o.,«ol, ~lo<kl,~ oltoll 00 •• oot WI/A :<pod~ooUoo 7-1-2.H, ; ~l,Jo Olame!ec o/ Pl.,o h r...i. T -lh,,.L In P<>Jod• o! the fllllnll (fal>lo 1) Sl!L • Soto e..,,a,11 L<»d In ~ouod>{Sq. fl. {Tob<o 1) n -oopu, or Treneh "'F .. l w ~ \\'10th o! 1-In r .. 1 A • Acoo of°"""""' w.,l,h m"'l b"" c'\jo;,,,t tho ~IOo 01 tM lr<ri<h Tn So Ft. hn -,.,.,.,.,,., ~.'~"l ;>1 th~ ThMt a~"' In IO<I ao ~ Oepm or U,e C.,,cre!e Tlw".OI l3'o,:~ to lk••"'~ s,,,tcoo i,, , .. t Lm ~ J,la,:'m"m Lo.19io of too Thruot eio,1< In f••I GROUND SIJF E 0, CM<:l!'A)IM fll'l~!J.QH~ ,,..., of Cone,.:• (A) -sole e .. ;;"~,Jl?.1n~~~~,j~. ff) {ll.'::~1o~rcT::::0::/~'1::;),;, , .. 1} ' k•• ,I Con<to!o A "'°""""'"' ~,,\;ht --;;;;- ·¥ Requlrod /.m0t,nl or Co<laoto (Cu. Yrl.) " {lio'9al ~ a,pth • ca,9lh) • 0.~10• , (H"', lm •a.)• O.o.l:><:o E.~ ,_ (;ol<<Mllon or 1ho ,..,0""t "' -,-.:o ,oq,'.<od to btod• o ~· OL-ad In on 8" C.I. ""l<:< n,i>lnf ,,.,. normOI or,«0~09 ~, .. ,or,o Tn ,~, pl;o •'" lo 65 tol ooo u,, ..,, c""dlllo,, ;n tr., '"" Tn<l"cotoo ,ono on<! ~='· 2.~, : tl."i~ :::::r:: :r?'~\15 :" i~';o1) M• ~~rt O Q,'15 /j, -tt101h~obJ'ru\i1 !' ~';~"M,?'r~2i,J6o~t,;. "' 000 CAP 22-1/2° 11 ~B DCV D~T -:,J•:r:,2..'._1oll_{'aJ~t'!";,~• J~To """'°) loaol ro, -Go to Fl!)Ufe \: fi;Ufe 1 "'"'""Lo' U,o p .. ltl"" of Mo 000,:,oto I"' blo<lol19 tho W hnrl. -Co to IM >ooolr.illUon, of U1• oroi<cl on~ ~rid O<o(h of 1,.,,t1, h • 1 looL -'fr.Jlh or trrn:a m J root \lltl> lh• ,:;,ova o .. n~lt~ lolormollon, ~, pr~ lo lhe n,ot cclo"1o1:on>' -.., .. or CO,,o,olo (A) "' Sof< ~Z,~~g Coo~ ~ ~ "' 7.12 "1 ~- -Uo.!rnu"' Hol'jOI al ,,,.,,1 '11°"" (l<mj ~ Uoplh of T"';;d, In f•ot ~t• 1---i-,;,n. -a,olh or rooc,clc Th«,•l B"='< (l)c) 11<~'" ol ,,.,.,n Lt , .. 1 (WI) -o-,\.ll~e ~i,.,.,,w ol PIO< Co) A<'°" of Cooo,el< ~,1,;,1 ol c,,,,u•l• ,f,;; .. ¥fN,i,(>81~ • ~oq.heQ 1.n,ounl Qi Cooe,oto -(ilOlojhl • u.ptt, , \.<oglh), O,OJlQ,1-: !~~: ~· ~a;:i;) ~o~-~;o, ' .. .. ,. ,o• ,,. ,,. ,.. ,.. ,.. ,.. ~· ~- -ll.~0 .,. y,. IAEILE \ TAlll.l:: 2 r,a't llMMQ IMM ·o lb Ci11 fl ~, ~~1J't'·•l<. ~.ro ~-11~ \.Old ~ :;,,n~ S<o• oo~ (;,o,0: m~: ~~."'-' c«..onlo<l ~ilh Oor FIGURE 1 Norr, FOR CONVEX VERTICAL 8ENDS BLOCt'i:ING SEE APWA STANDARD PLAN NO. 73. • ~~ MW 4.0<.lJ IC,l)Jl() CONCRF,'J'E BLOCKING SIZING PROCEDURE ADOPTED CITY 01' Rtt>:"TON LSI' DATE: 04/{]4 CONSTRUCTION NOTES AND DETAILS \ (.MARKER I I. [ TWO LANE ROAD Qi'"FSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON ( 4" FROM DOTS OR PAINTED LINE) FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT !S ON (4" FROM DOTS OR PAINTED LANE DIVIDER) .7' RAISED PAVMENT MARKER TYPE 88 AB STIMSON!TE TWO-WAY (BLUE) ,---· HYDRANT MARKrns r- ON SIDE STREETS WHERE THE HYDRANT !S WJTHJN 20' OF A MAIN TRAVELED STREET, THE MARKER !S TO BE INSTALLED ON THAT MAIN STREET FIVE LANE ROAD OFFSE:T MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON ( 4" FROM DOTS OR PAINTED LANE D!VIDER) HYDRANT MARKERS ADOPTED CllY or RENTON" S'lANJ>AflO PUNS 1ST DAT!l• 04/04 FIRE HYDRANT SHALL BE COREY-TIPE EQUAL TO JOWA F-5110 OR COMPRESSION ITPE SUCH AS CLOW MEDALLION; M & H 929, MUELLEH SUPER CENTURION 200, ANO WATEROUS PACER WITH 6-ff MECHANICAL JOINT INLET 1',1TH LUGS. 5-1/4~ MA!N VALVE OPENING. TNO 2-1/2ff HOSE CONNECTIONS NAllONAL STANDARD THREADS. 4~ PUMPER CONNECTION CITY OF SEA !TLE THREADS WITH A STORZ ADAPTOR, 4,875" SEATTLE THREAD X 5~ STORZ, ATTACHED WITH 1/6" STAINLESS STEEL CABLE. 1-1jl," PENTAGON OPERAllNO NUT, FIRE HYDRANT TO BE PAINTED WITH ·1wo COATS OF PAINT. k:ELLY-MOORE/PRESERVATIVC: PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY R£NTDN FIHE DEPARTMENT. FIRE HYDRANT C:XTENSION TO BE USED IF REQUIRED. r18" TO 20" BEHIND BACK OF CURB OR 1r BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE CO~, 16ff x B" x 4" Mt NUM CONCRETE BLOCK UNDER HYDRANT EQUAL TO OL YMPiC FOUNDRY CO, STANDARO 8" TOP SECTION 4675" x 5" STOl{Z \~TH REGULAR BASE SECTION LENGTH TO FIT. VAI.VC: NUT • EXTENSION AS REQUIRED (SE£ DWG 8R46 / PAGE 8090). r -RAISED PAVC:MENT MARKER T'fPE 88 All SliMSONITE TWO-WAY BLUE. CONCRETE BLOCKING MAIN UNE TEE. WllH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT \ 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGfH TO FIT 2-3/4" COR-TENSfEEL TIE RODS SEE sm DETAIL FOR TIE RODS -1/2 YARD WASHED DRAIN ROCK (J"TO 3/8") MIN. 1' ABOVE E.JOOT FLANGE PLACE S M!L POLYETH"l'LENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS 4.875" x 5" STORZ HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DE'l'AH, ADOPTED CITY OF RENrON Sl'.'.NDARD PIA."IS rsr DATE: 04/04 STANDARD PLANS ~ J/~fi5 CORR£C1(0 CO\.l/MU HE~PIMas ·-fi'ia~i-ici.mis,si ·-------~~D~A~r'~----~"'="~'O~N_:::::::::::::::_-_·~ ·BY~~PP~R~·~o~_D_w_c_._NA_M_E_,_B_0_8_5 ______ s_P_P_A_G_'E_: 0085 ~------~~D~A~JE~ ______ REVISION ~ ---=SY~~P~P~R~D~ __ o_w_G_. _N_A_M_E_,_B_1_D_J _____ S_P_P_AGE: 810.3 DATE_ REVISION Y APPR D DWG. NAME: 8102 SP PAGE: 8102 U) _w (') u z-_> zet:: zW :"i er, o._ __J e' Dz Zw :"i ::s z -o 0 Q:'. z--> Q:'. z t::: w z --0 Oz z-w G:j __J > -et:: ;,:: ::, OUJ ~---------------~---·------------------------------- BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) ~- FOUNDA llON LEVEL BACKFILL MATERIAL (SEE NOTE S) ~~~ BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LCVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) FOUNDATION LEVEL W (SEE NOTE 4) (CLASS A DESIGN) I W (SEE NOTE 4) (CLASS B, C, D. DESIGN) BEDDING FOR RIGID PIPE LIMITS OF PIPE ZONE J .. I T LIMITS OF PIPE ZONE · UMJTS OF PIPE ZONE (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE @IEli: 1. r'ROVIOE UNIFORM SUPPORT UNDER BARftE"L, 2. HANO TAMP UNDER H.AUNCHES. J. COMPACT BEDDING MATERIAL TO 95% MA)(. DENS!T'f EXCEPT OIRtClLY OVER PIPE. HANO TAM? ONLY. 4, SEE "El<CAVAllON AND PREPARATION OF rnrncH" IN !l--lE SANITARY SEWERS SECTION Of Tl-1E STANDAl{O SPECIFICTAllONS FOR TRENCH WlOTtl ''W' ANO lRENCHING OPTIONS. THE PIPE ZONE \'/ILL 6E THE ACTIJAL ll<ENCH WIOTJI, EXCEPT FOR CLASS A B£001NG. lr,E MINIMUl,i CONCRETE WIDTH SflALL aE 1-1/2 l.D. + 18". 5. TRENCH BACKFlLL SHALL CONFORM TO '"IJACl<FlLLTNG SEIVER TRENCHES" IN TI-iE SANITARY SEWERS SECTIO.~ OF lHE STANDARD SPECli'"ICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER lrlAN 1" PER FOOT OF PIPE DIAMETER SHALL Nor BE USED IN T!,F. F.IACliFILL MATERIAL. 6. SEF. "BEDDING MATERIAL FOR RIGlO PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS nm THE MATERIAL SPECIFICATIONS. 7. SCE "13EODING MATC:RIAL FOR fLE~IBLE PIPE" !N TIIE ACCRECATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECfflCATIONS. e. PIP€ MUST BE ANCHORED IN SUCH ,\ 1.1ANNER AS ro ENSURE FLOW LiNE IS MAINTAINW. DIMENSION ' -· a C t.!8 MB BEODING CLASS DESIGN CLASS J\ CLASS D CLASS C CLASS 0 ctASS F 6" MIN, 1/4 LO. 6" MIN. 6" MIN. Z~RO 6"' MIN. 12" ~IAX. 1/4 0.0. 1/2 0.1). 1/!l 0.1). "'° D,D. ~/4 0.0. 1/2 o.o. 1/8 0.0. O.D. - PIPE DEDDING FOR SANITARY SEWER ADOPTED CITY OF RENTON STANDARD PLANS lSl' DA'l'E; Ol/05 -~~D~A~TE~. ~----~·~~@J9~N~----=BY~A~P~P~R~-DWG. NAM€: 8077 SP PAGE: 3077 Dote/Time:4/20/2009 9:08 AM Scale: 1" RHERRON Xref: , z13240-renton-b.dwg, ali.dwg ~ROPERWUNE ____ _ 6" BUILDING SEWER PIPE 6'-o" --J FUTURE I BUILDING SEWt'.R TEE WITH 6" SIDE OUTLET 2''x 4" STUD SERVICE\MAf~KER PAINT UPPER PORTION Wt-II fE·'it\NS STENCIL ON SIDE WOROiNG "SEWf.R~,,~'IH! 3" HIGH BLACK LETTERS. ANO #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 6" S1Qf SEWER AND Bllll D!NG SEWfR 6" MIN. NOTE, UNLESS OTHERWIS-:': APPROVED BY "!HE CITY, MAKE T/IP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL ClANDS WHEN CONNECTING NEW SIDE SEWERS TO EXIS11NG MAIN. PLAIN AND REINFORCED COt..CRETE, DJ PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND tlAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPL HORIZONTAL 6" SIDE OUTLET TEE SEWER MAIN CONCRETE BLOCKING ANGLE OF ffE AT MAIN OVER 25 El EVATJON TYPICAi SIPE SEWER fl EVAT!ON UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. REVJST6_N ____ _ BY APPR' STANDARD SIDE SEWER INSTALLATION {SEWER MAIN 'I'D PROPERTY LINE) ADOPTED CITY OF RENTON S-rANOAFID PLANS lST DA'l'E: 04/04 DWG. NA)AE: B078 SP PAGE:8078 4" BEND AS REQU:RW (NO MORE "!HAN 4r,· BENO). EVERY 2ND CHANGE IN OIRECTION OR GRAOE l'llLL REQUIRE A SURl-"ACE CLEANOUT WYE. HOUSE 1 , P~OPl!!!. LI;>iE, ,:,' MIN. ~AIN SEWI':.~ LINE 4" Cl.EANOUT WY£ 'lilTH 45" BENO AND PLUG. ~I ~---~~. " HOUSE ~i -.; ~~i, I 4" SURFACE ..,. Ci..EANOIJT W"E 4" CLEANOUT W1E WITH PLUG ' --'' ALL S,O" WRNS SHALL BE ACCOMPLISHED B'I' MEANS OF A 'lf'fE ANO Mi" BENO. •I TWO' 45· BF.NDS SHAlL NOT .., BE Aet:EPTABLE. --,,. HOUSE 4" SE\\'ER PIPE (T:?ICAL) 4" TEST TEE \\llH PLUG FACE ur " fj (TYPICAL) I -··-~ !i-"x 4" REDUCER (TYPICAL) HOUSE 4" SEWER PIPE, SEE NOTES 2 /\ND J, MIN!MU~ LINE SIZE fOR OlHER TliAN SINGLE FA~lc.'1' 1S 6" __ PRS)P_EllI:!'....!:!!:!E TYPICAL AUILDINQ SFWER INSTALLATION Pl AN 0 ' "' Jf" lHE BUILDING SEWER SERVES ANY flXlURE HAV!NG FLOOO l.£',"£L RIMS LOCATED BCLD'N THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER Of T41E PUBLIC s::WER SYSfEM, A BACKFLOW PREVENTION OEVICE SUCH AS CLEAN CHEC.< EXTENOABL~ BACKWATER VALVE OR APPROVED EQUAL SHALL BE INSTALLED. ~ 5 0 IOTES, 4" CALDER COUPLING OR EOUAL TO Flf SURFACE CLEANOUT 4'"x ,ti' f'fp1NW£ PLAN BUILDING DRAJN FOR LO"o'/ HOUSE p,;or ID histDl/0!1«1 DI o ,anltory ""wu co,inoctl""· a sld•-••~cr permit muot M Jrch<l$<d rrcrn 1h~ City of Ron!<1n f'l,bllo W<o"ko IJopartm.,.t. T,vea of plpa •rid mtinq,, thul con i,., uS'Od lo>r 1»n1lory '"~~•• sl>oa ba appro>W ( \he 0-:portmcnl <if f'>~t,11< Work:!. Rubbor or ocopr,:,n,:, ga•kea •• ~peel/led t>y I.tie onufg~t"rcr, ,1,011 ho w•od "" joinlo, A min"m1m1 !,'00• o! 2n (1;+·· por loot) must ho moil.lo'1od •iL, 4• pipe. ln tho .mt a V: ;ro<lo car,Mt h~ mn;,tnlnod. Iha O\<'O(r mu•t <yont a ~r<1do "'""'" to l~D !y on<I \hon ~on inwloll 5• plpo <ii • \no'• of 1:0:. . for lrlopoo,Uon or sTd<-,.,..,., ooll 24 h®ro ln C'd,onoe. ll>e ino~tion ?h<nc . ,mbor is <1n tho ~1,1,. '"""' perm:1. Sato mu,t bo r,oo<!y for tospooUon ond pr .. •ntatl,o ot1 slle ..non :nspectQ< errl.eo <>t oppoinl•d tTme. Sldo .. ,.., ond ot"b ,011 b• !o•k<J por t;Jty .,,..,rn..,tiono. Moka lho ;,,n,u,.,t;o,, ot th~ ho"•e. o., ru,t ,c1o~11 lOo d1tcll w,til c~p,o-;ol is 9tven by tl",o lnspootor. Fino\ appro\ocl w11 l',o 9"<'rltod IM lh<> oxi,itlng G"l)tl~ ton~ ho~ boM pump<l<l o~t on~ ni:ed wllh sonc. 10,101/ old• oow .. with 2' mlnlmum ~<l'l':I", 16" ..,...,. I• o!lo~a4 ot 1no ~<MiO if ·, ,Uot ls oli,,110 ... If 2l<Jo oowo, club Ji not awio~I~ 111$ o,rn« ehoH bo r<ltlpMollll9 f<,r Ito olallgtl<,n, Tho ~Tdo ~"er ,;hQII b~ o minimum of 6" In sl:~. Ir tio II; nol o,11:robl11., 1IO$l otho"'l•c opp,,wod oy th• olt~, mole top WOIJ~h 0001 iron ooColo ""'~'"° 1o ,w,;, moln ~Ith slclnlcss ~\NI bond~ >m~n oo""o~tln9 no~ ~To'.o s,~.," ~ ...,.lfog .<11'1, Plain and (llinforo•d <:0noro!e, 01 pi;>o <1nd Cl pFpo sowor moit,s oro lo~~ C<><~ · Uod. ~11,m,d <lay 1>'1>e olloll bo c~t etr.d ll<>so a new Lee ae<:tl011od tn. A:I wori: • !hfn otr .. t ,;.,,1-of-""Y sl,a:1 be <IO<le bf ,. lk~"""° ,;ind bo~O<I cont.-.,eto,. A1' ,..,,~ ~••ll IJe o<'Compl!""°" !n occo,don~ whn th• ~'.oOOltt~\c>n lnd"1tfiol Sefdy 1d H~lth Act. (\11:!Ho\) ltll i,on<:h ,,,.,torn!i~n lor stdo ><>WOf$ In lh• publk: ,:ght-of-•oy oha~ conlcrm lo "moot oummt lra . .,_h ,...,toratl<>n requirements oci thc~n on d"g. f,m-n A!J bu~d\ng '"""°' and ,.;de ,,,.or, >lloll 00,,o bm:kl'ng In accore<:nco with df<ll<'r<lg ¥!SC er OOW oo <1ppill'O<>!o!. I. lhoro •hon be a m"1imuot 10 11,,,J horl.i.,,.,1¢1 sol""otk" t><rl~""' ,;n.oi!c,y <ido ,wora and wol.,. $>lrvi0<$ onO o mlnlmum 5 foot ho,1,ontol upe,,;i\r.,,, bol\<'OOII o,ilnry o1de "'""'' oad !ill. olh.,. utlltleo. DCV JDH 4" SOIL PIPE 4" CALDER COUPLING OR EQUN.. m FlT SURFACE CLEANOl.iT 4"x 4"x4" WYE -4" PIPING 4'">< 4'\ 4" rEs r IEE FACE VP ANO PLUGGED 4" NIPPLE 8"~ 4" REDUCER e" OOUPLING TO FIT ENO 6" Pi/'E :a: REW,)V( 2."w4" STl)D ANO CAP GR PLUG ON ENO OR EXISTING B" SEW-di P,PE ANO INSTALL 8VILD1NG SEWER COUPl1NG$, REOUCER, TEES, ANO BENDS AS REQUIRED. PROPER~ UNE I v-:E P~g~ :6:R DETAIL OV/0 aRJS, o5 ~ 4}-<_;r-6" PIPING TO 6'-o" ,.. /: i'r BEYONO PROPERTY UNE ~nc (ll~!i-'" SIDE GI.JTLET TEE ~ ~ ~ I I SEE NOTE 6 SEWER MAIN f PLAN ___IT___=:! .r:::::___:]___ 8UILOING -~::u....._ --1.1----==r--SEWER INSTALLAnON CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 -TYPICAL BUILDING SEWER - SIDE SEWER (PROPERTY LINE:} TO BUILDING CONNECTION INSTALLATION PLAN ADOPTED cm OF R81 .. TON STAND.ARI) Pl.ANS 1ST DATE: 04/04 03 05 Edit Mies DATE REVls10N fft APPR DWG. NAME: B082 SP PAGE: B082 -----12 Xi" - 14" %" RECESSED LIFT POCKET %~ -11 N.C. SOCKET HD SCREW 1 ~" LONG (BRONZE OR S.S.) ~" x 2" RAISED PADS Ya" FIBER JOINT PACKING '\5" (1/8) BEND · 2" 1- 8" f/71.:.:c.::_-~ J u~~---.-~\-~---1-1 -----1-- 14" CONCRE CLASS WATER TIGHT PLUG CAST IRON RING AND COVER PIPE MATERIAL AS SPECiFIED BY THE ENGINEER = PLUG TO 8£ SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 1, 8" CLEANOUTS SHALL BE E'ASE JORDAN IRON WORKS, INC. 8 OR 6 INCH CLEANOUT N<i. 369B OR EQUAL CLEAN OUT SHALL SE A WATER TIGHT ASSEMSL '1'. 2, IN UNIMPROVED AREAS, POUR A 1'-0~ llilCK, 2'-0" SQUARE CONCRETE, CLASS JOOO, PAD AROUND 1HE RING ANO COVER. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOVT RING ANO COVER AS REQUIRED BY STANDARD OETAll, DRAWING 6RJ6. f-----,1----------------1--'- AOOPTED Cl'l"! OF RENTON S'fANDARO <'LA:NS I.ST DA'?E; 03/2005 DATE REVJSION BY APPR DWG. NAME: BD76-1 SP PAGE: B076, 1 L 1---- 1.;r' l " SLO?E 0,05 :er /Fl~ snEET SECTIC.\J '"" '' / CDr-.JS'J IWCTION JOINTS B-o' // / NQr'HriAL GUTTER Gi-::'.ADE i ---~=;r:---~ SECTION P,_:c:_6 3' TO 5' DRA:cT PERl,l·lTED AS NC:C:OE:J 2. WELDING ~.JOT PERMITTED. 3 DIME~JSl::Ji\S SHA,.l. HAW ±·:/16" TOLERMICE ·C:XCEPT /\S f·;OiP). 4. FOUNDR"f NAME SHALL 8:C: El·.\80SSED ON TOP m-GR/\TF. LET'.D~l~JG TO 3[ RECESSED 1/16". 5. SEATl~IG OF GRATE SF.'l.LL BE ACCO.'APLISHED BY ONE:. or IHE FOLLm~li'IC· ALTER:l!ATE A Sr1Al.l. RE 8 PADS, l 1/2"x 3/4"1. ·1/8" ll'HEGRALLY CASI WIIH fHF. GRAl"E. ALERNATE l:i ':i,-IAI I. l,ff A MACHINED Si..,"RFACE OU":SIDE A 17" CIRCLE, BOHOi',1 ONI Y (SEE SECTION 8-8). 6. MATERIALS :M ACCUIW WITII DIVISION 9 OF STMD/\RD S,-'[C:f .. lCAIIO~:S SECflml "METAL f:rlAf,k: AND GHAfE FOR CATCH BASIN 01~ INU::rs". Mi\Tl:]W\L USED FOR GViAI!:: Sll1\ll BE DESIGNATED BY EMBOSSING "rn" (ouc-IRmJ) OR ··cFS'' (CAST STEEL) NEAR t,fflfS NAME. 7 SC:E owe. ~IA\\E [38-32 FO~ FRAMC:: Al~D GP.ATE 'J~TAIL. GR1\TE IS OLYMPIC FOUt·JDRY 1/Sk!'.:;OG, //S1c150GL, ,rsr,E:OS .. , OR ;:QUAL. FRAtAE IS \)l.YMPIC H)UNDl-:Y #SM:iO GR EQUAL. UAfl:: ls!:.',ISICN SVRFACE WA'rl:::R UT!Ll'l'Y OPEN CURB FACE GRATS [NSTAT.U1T[ON DF.TAlL AD{JPTED CITY OF REi'lON :31'A:SDAHD P!..',NS rs,· u~n: G4/(I~ UWC. t~A 1,1E: 8017 SP PAGF.: BO 17 City RECOMMENDED FOA APPROVAL P1c1 Of f./e .. nn,n9 f'J· l'it, Jn tv,s · I011By: ____________ ~ Date: _____ _ 4/J&' .. 4 (/l!J.y By: ____________ Date: _____ _ By; ____________ Date------ NOTES AND DETAILS SHEET C12 0 z CD 0 J w 0 a:i ,·